Isocrete K-Screed Standard and Heavy Duty

Isocrete K-Screed Standard and Heavy Duty Application instructions Introduction K-Screeds are modified cement:sand screeds which can be laid with bonded, unbonded and floating construction. All K-Screeds will require a suitable floor finish. The relevant British Standards regarding the use of this type of screed are:- BS 8204-1 Concrete substrates and cement sand levelling screeds to receive floorings Code of practice BS 8000-9 Workmanship on Building Sites, Cementitious levelling screeds Code of practice. Materials Portland cement to CEM I class 42.5N, 42.5R or 52.5N, BS EN 197-1 A well-graded sharp sand to BS EN 13139 0/4 mm (MP) category 1, with not more than 10% passing sieve size 150 micron. For Heavy Duty K-Screed, and Standard K-Screed over 75mm thickness, 6mm single size aggregate to BS EN 12620. A graded 10mm to 4mm aggregate may be used providing a suitable closed screed surface can be achieved. Isocrete K-Additive, in pre-packed sachets. Sizes 3, 4 and 5 are available to suit the screed batch size. Clean (potable) water. Isocrete Polymer 70, Isocrete M-Bond or M-Bond Extra as specified as bonding agent. Note: Protect aggregates and bonding agents from frost, and store cement and additive in dry conditions. Minimum Thicknesses The following are the recommended minimum thicknesses for the laying of Isocrete K-Screeds. They are the minimum permitted at any point on the floor and additional thickness should be allowed to cater for slab level tolerances, precast plank cambers etc. It is recommended that K-Screed laid in hospitals be a minimum of 40mm thickness, (unless laid on M-Bond or M-Bond extra when the minimum thickness should be 30 mm). Bonded On prepared insitu concrete On precast or beam & block Bonded with M-Bond or M-Bond Extra Standard K-Screed 20 mm 30 mm 15 mm Heavy Duty K-Screed 40 mm 40 mm 30 mm Unbonded Reinforced with Isocrete PP Fibres or D49 steel fabric. On a separating layer or a substrate unprepared for bonding 40 mm 40 mm Page 1 of 12

Floating Generally applies to commercial applications only. Reinforced with Isocrete PP Fibres or D49 steel fabric. Laid on 5-10mm extruded polyethylene sheet (or similar) impact sound insulation. Standard K-Screed (Categories A and B) Screed thickness 40 mm 40mm Heavy Duty K-Screed (Category A and resin finishes) Screed thickness Laid on rigid insulation boards: Insulation thickness 20 mm 25 mm 30 mm 35 mm 40 mm 50 mm 75+ mm Screed thickness 45 mm 50 mm 55 mm 60 mm 60 mm 65 mm 75 mm Screed thickness 45 mm 50 mm 55 mm 60 mm 60 mm 65 mm 75 mm Stairs Onto prepared concrete. Treads min. 20 mm Risers min. 20 mm & max. 30 mm Into steel tray stairs. Minimum 20 mm (typically 40mm) bonded with Isocrete M-Bond Cover to Pipes, Conduits and Trunking Minimum cover: Over a single pipe or conduit. Over trunking and multiple conduits. Over underfloor heating pipes/clips. 20 mm 25 mm 35 mm Batching and Mixing Site mixing Forced action mixers only shall be used. Approved mixers include, but not limited to :- Benton Creteangle - Model L Benford Screedmaster Putzmeister Mixokret - Mixer/pump The mixing time must ensure thorough dispersion. Generally, 3 minutes from the time the last of the constituents is placed in the mixer should prove adequate. In all forced action mixers the mixer must not be filled higher than the manufacturer s recommendation. Mix Proportions by Weight Materials per m 3 (dry weights) Standard K-Screed Heavy Duty K-Screed Cement 300 kg 300 kg Screeding sand 1500 kg 1150 kg 5mm or 6mm aggregate - 350 kg K-Additive Size 3 6 kg (12 sachets) 6 kg (12 sachets) Size 4 3 kg (6 sachets) 3 kg (6 sachets) Water is added to give the correct workability as judged by the standard snowball test, (BS 8000-9). Page 2 of 12

Mix Proportions by Volume Cement is measured by full bag (50 kg or 25 kg) or by full 15 litre (nominally 3 gallon) bucket. Sand and aggregates are batched to give an overall mix of 1 part cement to 4 parts total dry aggregate (by volume). The Licensee may determine the method of measuring the aggregate to achieve an accurate volume batch. Suitable methods include gauging by 15 litre buckets or by gauge boxes. If shovelling is used, it must periodically be checked and demonstrated to give a correct volume batch. The bulking of sand due to changes in moisture content should be taken into account when batching. Screedmaster mixer Mixokret mixer Standard K-Screed 25 kg bag cement 6 buckets sand 1 no. Size 3 K-Additive 50 kg cement 12 buckets sand 1 no. Size 4 K-Additive (or 2 no. Size 3) Heavy Duty K-Screed 25 kg bag cement 4 buckets sand 2 buckets coarse aggregate 1 no. Size 3 K-Additive 50 kg cement 9 buckets sand 3 buckets coarse aggregate 1 no. Size 4 K-Additive (or 2 no. Size 3) Water is added to give the correct workability as judged by the standard snowball test, (BS 8000-9). Reinforcement The rate of addition of PP Fibres is to be approximately 1 kg of PP Fibre per cubic metre of screed. The PP Fibres are available in three pack sizes and are to be used as follows: 75 g bag PP Fibres 25 kg cement 150 g bag PP Fibres 50 kg cement 500 g bag PP Fibres 1 tonne batch of ready mixed screed Ready-Mixed Screeds Manufactured through batching plant with forced action mixer *. Ready mix retarded screed mortar as BS EN 13813 all by volume 4:1 fine aggregate :cement (or for Heavy Duty K-Screed, 1:3:1 coarse aggregate:fine aggregate:cement) plus: 1 no. Size 5 K-Additive per 1 tonne screed mix. Retarder** type and dose to be determined by the ready-mix screed supplier. Do not use a plasticising retarder. All to be batched and mixed at the ready-mix plant. Materials for 1 tonne ready mixed (dry weights) Standard K-Screed Heavy Duty K-Screed Cement 170 kg 170 kg Screeding sand 800 kg 620 kg 5 mm or 6 mm aggregate - 180 kg K-Additive Size 5 *** 1.67 kg (1 sachet) 1.67 kg (1 sachet) *Note: **Note: Truck mixing is not permitted. Do not use a plasticising retarder. *** Note: K-Additive. For a 1 tonne batch of ready mixed K-Screed, use 1 sachet of Size 5 (1.67 kg) Note: Protect pre-mixed tipped material with tarpaulins or polythene sheets to prevent early drying. Page 3 of 12

General Notes All screeds in excess of 75mm thickness should be batched with the Heavy Duty screed mix (25% of sand replaced by coarse aggregate). In any mix containing coarse aggregate, the exact proportion of sand to coarse aggregate may be varied if the grading of the sand used makes it impossible to achieve a suitable closed screed surface. However, the above proportions should not be varied unless it has proved impossible to close the surface. Application The area to be screeded must be weather-tight (i.e. all roofs, windows and doors are covered). The mixed material should be placed and compacted within 20 minutes of mixing (unless using a readymixed screed with a retarder). Compaction must be thorough. A weighted roller or heavy hand rammers are suitable. Treading in can be accepted if carried out evenly and thoroughly. Thick screeds (over 75mm) are to be laid in two layers of roughly equal thickness. By laying the second layer within 20 minutes of the first, a monolithic screed is achieved. Each layer is to be compacted separately, the surface of the first layer being roughened to ensure a monolithic total thickness. For screeds laid over underfloor heating systems apply the screed in two layers, the bottom layer being a little wetter than usual to ensure full compaction around the heating pipes. Machine Laid Screed For areas greater than 50 m 2 the use of proprietary screeding machines may be found to be beneficial. Used on medium to large size jobs outputs of 100 m 2 per hour are possible with reduced manual effort. Consistency of compaction and regularity are simpler to achieve. A final finish by power trowel should leave a uniform, smooth but not polished surface, free from trowel marks. Reinforcement All floating and unbonded screeds are to be reinforced. The recommended reinforcement throughout is Isocrete PP Fibres, mixed into the screed, plus a strip of D49 mesh placed nominally mid-depth of the screed across day joints. Steel fabric reinforcement is to be steel fabric to BS 4483 ref: D49 laid at nominally mid-depth of the screed, with sheets lapped a minimum 150 mm and continuous at mid depth through all day joints. Occasionally a heavier mesh may be specified. D49 reinforcement in a strip approximately 1200 mm wide is recommended over the support beams of a precast substrate where the screed (bonded or unbonded) runs continuously over the support line. Screeds over conduit and trunking should incorporate a strip of D49 reinforcement at mid depth above the conduit. An acceptable and more flexible reinforcement is 50 mm square x 16 gauge welded wire mesh. Note: Chicken wire is not an acceptable alternative, except for reinforcement over a single conduit. Page 4 of 12

Finishing Ruling off must be accurate to meet the requirements of the specification. BS 8204-1 has three classes of surface regularity - SR1, SR2 and SR3. SR2 will be the normal requirement, but it is important to check what is required, including the tolerance from datum. To achieve the higher SR1 standard will require an increased intensity of supervision and attention to detail which can be expected to increase the cost of application. On occasion, a good standard of wood float finish is adequate, but generally a tightly closed and flat, steel trowelled finish is specified. Power trowelling by skilled operatives is acceptable providing the required surface regularity is maintained. Isocrete K-Screed can be trowelled to receive floor finishes direct but on even well finished screeds, where thin finishes are to be applied, a smoothing compound may be required. Joints in General Screeds are to be laid continuously, as far as possible without bay joints, between straight vertical day joints. Screeds tend to crack randomly as they dry and shrink. To minimise, but not eliminate this risk, stress relief joints should be created by either forming with a trowel during laying or saw cutting after hardening. Trowel cut induced joints are recommended across doorways, at corridor corners and at about 5 to 6 m intervals along corridors or long thin strips of screed. These are cut with a steel trowel into the wet screed and then wiped with the trowel to leave a smooth surface. Where rigid tiles are laid in bays a saw cut should be made through approximately half the screed depth, one-third depth for heated screeds, coincident with the bay joints in the tiles. The saw cut is to be made at the time the tiles are laid to ensure accurate positioning. The depth of cut should not cut through the screed reinforcement (if present). Joints in Heated Screeds Screeds on underfloor heating may require additional joints. Separation joints should be formed against walls and columns by using strips of compressible material. Furthermore, a joint may be needed between areas of screed on different heating circuits. Different floor finishes have different joint requirements. Vinyl needs minimum joints whilst ceramic/stone finished screeds should be laid in 40 m 2 bays with maximum 8 m length and an aspect ratio of 2:1. Ceramic/stone finishes are often laid on a debonding mat to prevent screed movements inducing cracks in the finish. The designer of the underfloor heating system should be consulted. Curing Cure the screed under polythene for a period of 5 days if bonded or 10 days if unbonded or floating. The polythene sheet must be well lapped and completely cover all exposed edges. Failure to prevent moisture loss from edges can greatly increase the risk of edge hollowness or curling. Premature drying generally can increase the risk of cracking and reduce the screed wear resistance. On completion of the curing period, the polythene may be left in place but will normally be removed to enable the screed to dry out. Drying Screed drying time is 1 week per 25 mm thickness in warm good drying conditions. This will increase for screeds thicker than 80 mm and in poor drying conditions. Good drying conditions are warm, well ventilated with low ambient humidity (20 C and 50% RH). Page 5 of 12

Forced drying (dehumidifiers) may be used 28 days after laying of the screed but will inevitably increase the risk of shrinkage cracks and hollowness. A screed that is wetted (by rain or leaks) will have a considerably extended drying time. Underfloor Heating Underfloor heating may be commissioned, in accordance with the instructions of the manufacturer, a minimum of three weeks after laying K-Screed. The underfloor heating should not be considered as a method to force dry the screed. General Procedures These procedures and application instructions should be read in conjunction with the relevant technical, product and MSDS information for the individual products. Substrate Conditions Where applicable, the structure may require a dpm against rising damp, which could be above or below the substrate slab. Note that damp concrete substrates (e.g. with residual construction moisture) can result in considerably extended drying times for the overlying screed. Consideration should therefore be given to the need for a dpm over the substrate. Note: The Designer and Main Contractor are responsible for determining the need for a dpm. Screed Constructions and Substrate Preparation Bonded Remove laitance and surface contamination by shot blasting or mechanical scabbling to cleanly expose the main aggregate. For Precast Substrates, scabbling is not usually permitted. A satisfactory bond can be achieved to unprepared precast concrete planks provided they have no laitance, a brushed texture finish and are not contaminated with mud, plaster or any other dirt, which might impair the bond. Remove dust and debris by vacuum immediately prior to screeding. Bonding with Isocrete Polymer 70 Prime the substrate with Isocrete Polymer 70 (diluted 3 parts water to 1 part Polymer 70) to avoid excess suction from the substrate. This should be carried out at least three hours (preferably overnight) before the screed is laid and any ponded primer should be brushed out. Allow the primer to dry. Just before screeding, lay a slurry grout of cement mixed to a creamy consistency with 3:1 dilution water to Polymer 70. Do not apply the grout too far ahead of the screed in order to avoid it either drying out or being trafficked. While the grout is still wet lay screed as described in the Application sections. Bonding with Isocrete M-Bond or M-Bond Extra Substrate preparation is as above. See the relevant technical data and application data sheets for installation of the M-Bond or M-Bond Extra. Where an integral waterproofer has been incorporated into the concrete, use M-Bond or M-Bond Extra to bond the screed. A K-Screed construction incorporating a dpm but laid bonded can be achieved by laying into Isocrete M- Bond Extra epoxy resin dpm and bonder Page 6 of 12

Partially Bonded Partially bonded K-Screeds are deemed as Unbonded, only applicable to light domestic duty or a roof screed and are to be reinforced, see the Reinforcement sections. Even though not mechanically prepared remove dust and debris by vacuum immediately prior to screeding. Prime the substrate with Isocrete Polymer 70 (diluted 3 parts water to 1 part Polymer 70) to avoid excess suction from the substrate. This should be carried out at least three hours (preferably over night) before the screed is laid and any ponded primer should be brushed out. Allow the primer to dry. Just before screeding, lay a slurry grout of cement mixed to a creamy consistency with 3:1 dilution water to Polymer 70. Do not apply the grout too far ahead of the screed in order to avoid it drying out or being contaminated by trafficking. While the grout is still wet, lay screed as described in the Application sections. Unbonded Unbonded screeds are laid on a separating layer such as a bituminous dpm, polythene sheet or a substrate unprepared for bonding. Unbonded K-Screeds are to be reinforced, see the Reinforcement section. Remove dust and debris immediately prior to screeding. Provide edge separation joints against walls and columns using strips of polyethylene foam, polystyrene, or similar. Trowel cut an edge joint if skirtings are too thin to permit anything else. On a bituminous dpm, lay a slurry grout of cement mixed to a creamy consistency with 3:1 dilution water to Polymer 70. While the grout is still wet, lay screed as described in the Application sections. If a polythene membrane is to be used, omit the slurry grout. Floating Floating screeds are laid on a compressible layer such as thermal insulation boards or impact sound insulants. Floating K-Screeds are to be reinforced, see the Application and Reinforcement sections. Rigid Thermal Insulation Boards Remove dust and debris and lay insulation on smooth level substrate with tightly butted joints. To ensure the boards are fully supported, they are to be laid into a grout or screed. Provide edge separation joints against walls and columns, using strips of polyethylene foam, polystyrene, or similar. A separating layer is often specified to prevent wet screed material penetrating through to the substrate or abutments. This separating layer may be 500 gauge polythene sheet (1200 gauge for a dpm) or building paper. Lay screed as described in the Applications sections. Extruded Polyethylene Impact Sound Insulation or similar Remove dust and debris and lay insulation on smooth level substrate (e.g. a floated finish or a planed surface) as per manufacturer s instructions, often with minimum 50 mm lapped and taped joints, including a lap up the walls. Pay close attention to the detail at the wall floor interface. Normally the foam is turned down onto the screed after hardening. Consult the Main Contractor for the specific detail. Ensure the insulation is lying flat on the substrate. Lay screed as described in the Application sections. Metal Substrates, Conduits and Trunking Paint metal surfaces, conduits and trunking with undiluted Isocrete Polymer 70 or Isocrete M-Bond epoxy resin just prior to screeding. Metal tread staircases may be filled with Isocrete K-Screed bonded to the clean steel (or to a clean factoryapplied primer) with Isocrete M-Bond. Page 7 of 12

Requirements for Joints (including Heated Screeds) Isocrete semi-dry screeds should be laid in accordance with BS 8204-1 where various clauses give general information on joints and cracks in screeds. It recommends that screeds are laid, as far as possible, without forming joints as cracks are easier to deal with compared to potential curling at joints. It also recognises that screeds tend to crack randomly as they dry and shrink. To minimise, but not eliminate this risk, stress relief joints should be created by either forming with a trowel during laying or saw cutting after hardening. To assist with the detailing of joint locations the following information may be of assistance:- Movement Joints or Expansion Joints in the Base must be carried up through the screed and the floor finish. This will normally be achieved by the inclusion of a proprietary aluminium extrusion expansion joint. Day Joints will be required by the screed layer at the limits of each day s work. The next area of screed will be butted up against the previously screeded area. The position of day joints should be agreed with the designer, main contractor and screed contractor in advance of the screeding. For unbonded and floating screeds, a strip of D49 mesh should be laid across the line of the joint at mid height of the screed. Bonded Screeds may have construction joints and contraction joints in the base screeded over without the need for a screed joint. It is nevertheless a good idea to position screed day joints, where convenient to do so, over the line of such construction joints and contraction joints. However, if these substrate joints are subject to movement, they may reflect through to the floor finish and a joint should be formed in the screed and floor finish. Similarly, joints should be considered along the lines of rigid support to any precast plank constructions. Bonded, Unbonded and Floating Screeds should have joints formed across doorways, at corridor corners, at about 5m intervals along corridors and at similar constrictions where high shrinkage stresses are likely to induce a crack. These joints may be day joints or formed with a trowel cut through the wet screed. Unbonded Screeds, Floating Screeds and Screeds on Underfloor Heating must all be separated from walls and columns. Joints should be formed across doorways, at corridor corners, at about 5m intervals along corridors and, for heated screeds, between areas on different heating circuits. For floating screeds, these joints and screed edges are usually filled with a strip of compressible foam material or insulation. For unbonded screeds, the separating layer should be turned up at the screed edges, or if not practical, insert a foam strip. Where thin vinyl skirting or similar precludes the use of a foam strip, the screed can be cut off the wall with a trowel cut through the wet screed. Where rigid tiles are laid in bays, a saw cut should be made through approximately half the screed depth (one-third depth for heated screeds), coincident with the bay joints in the tiles. The saw cut is to be made at the time the tiles are laid to ensure accurate positioning. The depth of cut should not cut through the screed reinforcement (if present). Screeds on Underfloor Heating may require additional joints. Different floor finishes have different joint requirements. Resin and vinyl need minimum joints (120 to 150 m 2 bays) whilst ceramic/stone finished screeds should be laid in 40 m 2 bays with maximum 8 m length and an aspect ratio of 2:1. Ceramic/stone finishes are often laid on a debonding mat to prevent screed movements inducing cracks in the finish. Furthermore, a joint may be needed between areas of screed on different heating circuits. The designer of the underfloor heating system should be consulted. Trafficking General Access to screeds should be restricted for at least 36 (preferably 48) hours to prevent damage to the screed surface. Thereafter light foot traffic should be possible. Normal site traffic and erection of partitions off the screed is permitted after completion of the curing period. Exposed edges of floating screeds are unsupported and particularly prone to facture if not properly protected. Note: These times may be extended in cold weather. Page 8 of 12

Floating Screeds The load carrying capabilities of any screed laid in floating construction on thermal and/or acoustic insulation is dictated by the strength of that insulation. It is the responsibility of the appropriate project consultant to assess the exact loading on the floor and its distribution through to the insulation to ensure that the design strength of the insulation is not exceeded. This assessment should take into account any temporary loading from site construction or end user access equipment as well as the permanent design dead and imposed loads. Failure to carry out this assessment may lead to over compression of the insulation and excessive deflection of the screed leading to cracking and possible collapse. Protection Isocrete K-Screed and Fast-K Screed are not intended to be wearing surfaces and must be protected by suitable sheet material in areas where they may be subjected to intensive or heavy use, before the final floor finish is laid. Avoid water ingress to completed screeds, and arrange to dry out accidental ingress as soon as possible. See the specific application sections for protection of Composite K-Screed and Isogran The responsibility for this protection should be made that of the Main Contractor. Floor Finishes It is the responsibility of the Main Contractor to check the moisture content or relative humidity of the substrate before floor finishes are laid. The screed and substrate should be checked to establish that it meets the requirements of the flooring material. The British Standard for testing a substrate to receive a resilient floor covering is to use a hair hygrometer to the method defined in BS 8203. For correct results, the BS 8203 method must be strictly adhered to, including the use of a correctly sized and insulated box sealed to the floor, a sufficiently long test for equilibrium to be reached and the use (where appropriate) of an impervious sheet around the instrument. Underfloor Heating and Floor Finishes The requirement of BS EN 1264-4, clause 4.4 and BS 8204:2003 is that cementitious screeds must wait until at least 21 days after being laid before heat can be applied. The initial heating should be in accordance with the instructions of the supplier of the underfloor system manufacturer. However, as a guide:- For water based floor heating an initial water temperature of approx 25 C should be maintained for 3 days, after which the water temperature shall be raised to the maximum design temperature for a further 4 days, and tests documented. For electric cable heating systems a floor screed thermostat is required and set initially at 18 to 20 C, after which the temperature should be raised as described above or at 5 C intervals until the design condition is achieved. The commissioning process is held at operating temperature until the relative humidity in the screed is 75% or less. Allow to cool for 48 hours before applying the floor finish. Page 9 of 12

Testing Bonded, Partially Bonded and Unbonded screeds may be tested using the BRE Screed Tester, to Category A or B as specified. See BS 8204-1 Annex D for further information. Floating screeds (i.e. on insulation) should not be tested by this means, unless laid to a minimum thickness of 75mm. See BS 8204-1 Annex E for further information. If tested by Flowcrete staff, the testing will only be done at random. Any holes resulting from testing are to be made good (if necessary) by others. Frequent testing to BS 8204-1 should be carried out under the contract by the Main Contractor or Licensee. Repairs for Worn Screed Surfaces and Debonded Screeds Worn screed surfaces can be repaired with Polymer 70 or Isocrete 1500. Cracks can be made good with these products or, for wearing screeds or where further movement must be prevented and water should not be introduced, use PHS low viscosity epoxy resin. Hollowness is not normally detrimental to the performance of the screed, unless it is accompanied by measurable or visible curling to the extent that the screed might break under the loads imposed in service. Where remedial treatment is required, the screed can be drilled and filled with a proprietary low viscosity polymer or, where water must not be introduced, with PHS low viscosity epoxy resin. Alternatively defective areas can be taken up and re-laid. All areas taken up should have disc cut vertical edges, the substrate/edges mechanically prepared, vacuum cleaned and primed. Repairs for Cracks and Spalling The following are typical repair situations and methods of remediation. The type of remedial treatment to cracks/open day-joints is dependent on whether they exhibit movement when the adjacent screed is trafficked or if the screeds have any significant lips. Open day-joints and drying shrinkage cracks where edge spalling is less than 10 mm wide. Remove any spalled edges and loose material by router/chase cutter. Remove dust and debris from the chase and crack/joint margin by industrial vacuum. Apply Isocrete Primer (dilution 1-5 parts water) and allow to dry, ideally overnight. Apply Isocrete 1500 compound working it into the crack/chase. Sand /grind as necessary to provide an even smooth surface. Cracks/joints where edge spalling exceeds 10 mm wide. Remove any spalled edges and loose material by router/chase cutter. Remove dust and debris from the chase and crack/joint margin by industrial vacuum. Apply Isocrete Primer (dilution 1-5 parts water) and allow to dry, ideally overnight. Apply Isocrete Self Level Renovation compound working it into the crack/chase. Sand /grind as necessary to provide an even smooth surface. Spalling at cracks, joints, bay edges or corners that exceed 100 mm in width. Disc cut to remove all spalled/fragmented areas of screed to leave neat vertical edges. Remove dust and fine debris by industrial vacuum. Apply Isocrete M-Bond epoxy resin bonder to screed edges using a hand brush, (100 150 mm stiff bristled paintbrush, or stiff hand brush suitable). Lay Isocrete K-Screed or Isocrete Fast-K Screed (if the programme dictates), both including Isocrete PP Fibre reinforcement, into the M-Bond while it is still tacky. Page 10 of 12

Cracks (less than 1 mm width) which show no movement. Rake out any loose spalled edges of screed from the sides of the crack and vacuum clean out any dust that has been trafficked in to the cracks. Mix Isocrete Polymer 70 diluted 1 part Polymer 70 to 3 parts water. Pour this mixture into the cracks (a small indoor watering can is ideal for this). Use a steel trowel to help work the material into the crack. Return to the crack as necessary to top up the crack. If the crack is proving impossible to completely fill, mix some material to a thicker consistency and try again. Scrape off level with a steel trowel. Fine cracks and day-joints (not hairline cracks) which show no movement. Remove dust and debris from the chase and crack/joint margin by industrial vacuum. Apply Isocrete Primer (dilution 1-5 parts water) and allow to dry, ideally overnight. Apply Isocrete 1500 compound working it into the crack/chase. Sand /grind as necessary to provide an even smooth surface. Gaps adjacent to floor ducts and the duct tray moves/deflects under load. Rake out any spalled screed at duct edges. Remove dust and debris by industrial vacuum. Pour PHS ultra low viscosity resin into the gap (a small indoor watering can is ideal for this). Where necessary pour fine (60 s or 95 s mesh) dry silica sand into the gap (the sand is fine enough to flow into cracks and beneath any significant gaps under the ducts). Ensure the sand is wetted out with more PHS resin. Remove surplus material and trowel flush with duct/screed edge. Significant edge curling or movement at a crack/day-joint when it is put under load. Remove any spalled edges and loose material by router/chase cutter. Remove dust and debris from the chase and crack/joint margin by industrial vacuum. Pour PHS ultra low viscosity resin into the crack (a small indoor watering can is ideal for this). Where required and the flow of resin cannot be staunched pour fine (60 s or 95 s mesh) dry silica sand into the crack. Ensure the sand is wetted out with more PHS resin. Remove surplus material and trowel flush. Grind off as necessary once the resin has hardened General Crack Repair with PHS low viscosity epoxy resin. Rake out any loose material from the top of the crack with a pointed tool. Remove dust and debris from the chase and crack/joint margin by industrial vacuum. Pour PHS ultra low viscosity resin into the crack (a small indoor watering can is ideal for this). Where required and the flow of resin cannot be staunched pour fine (60 s or 95 s mesh) dry silica sand into the crack. Ensure the sand is wetted out with more PHS resin. Remove surplus material and trowel flush. Grind off as necessary once the resin has hardened Page 11 of 12

Stitch Pinning of Cracks or Hollow Sections with PHS low viscosity resin Rake out any loose material from the top of the crack with a pointed tool. For de-bonded areas, drill 12 mm diameter holes through screed at no more than 100 mm centres or along line of cracks to full depth of screed. Remove dust and debris from the chase and crack/joint margin and holes by industrial vacuum. Pour PHS ultra low viscosity resin into the crack/holes (a small indoor watering can is ideal for this). In the case of holes, they should be initially filled and then topped up until no further material is absorbed. Cap the hole off with epoxy putty or similar and prepare the surface as required to receive subsequent floor finishes. Where required and the flow of resin cannot be staunched pour fine (60 s or 95 s mesh) dry silica sand into the crack. Ensure the sand is wetted out with more PHS resin. Remove surplus material and trowel flush. Grind off as necessary once the resin has hardened Note: PHS Application When the base is mixed with the hardener a very exothermic reaction starts (i.e. much heat is generated). As with all epoxy resins, once mixed PHS should always be used quickly. If the PHS mix is not applied within 10-20 minutes, a lot of black, acrid smoke will be generated. Practical measures should be implemented to prevent the mix smoking i.e. decant into smaller containers and do not leave containers with unused mixed resin to stand (e.g. at break times). Any recommendation or suggestion relating to the use of the products made by Flowcrete UK Ltd., whether in its technical literature, or in response to a specific enquiry, or otherwise, is based upon data believed to be reliable, however the products and information are intended for use by Customers having requisite skill and know-how in the industry and therefore it is for the Customer to satisfy itself of the suitability of the products for its own particular use and it shall be deemed that the Customer has done so at its sole discretion and risk. 2009.08, 02 UK Flowcrete UK Ltd The Flooring Technology Centre Booth Lane Sandbach Cheshire CW11 3QF UK. Tel: +44 (0) 1270 753000 Fax: +44 (0) 1270 753333 Email: uk@flowcrete.com Flowcrete UK Ltd is an RPM company Page 12 of 12