To be confirmed. Extent of any underbuild Gas regime

Transcription

1 To be confirmed. Extent of any underbuild Gas regime S.O.P Provide "hyrib" at beam / beam intersections to first pour (Typical) S.O.P Gas membrane Gas Venting TBC TBC THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCED Insulslab SFRC Foundation Installation WHOLLY OR IN PART WITHOUT PRIOR PERMISSION. Methodology GHW CONSULTING ENGINEERS LTD. / INSUL SIG Described below is a method of construction to utilise the INSUL form of waffle slab foundation in conditions General Notes. where the foundation is supported at shallow depth directly by. Insulslab foundation to be placed on minimum 50mm the underlying soils. For piled foundations using INSUL Type 2 granular material to be compacted in accordance with similar methods apply. the specification. Whilst accepting that individual interpretation and innovation All soft spots to be excavated to competent formation and may well give rise to alternative methods to suit site specific back filled with compacted Type 2 granular material. conditions, it is felt that what is described, will clearly and 2. All works to be undertaken in accordance with the accurately achieve the end product. recommendations contained within the geotechnical report Severely sloping sites will introduce individual conditions to and NHBC Standards. Where trees are present, ground be addressed which can be readily accounted for by referring conditions may require the placing of an additional hardcore to Insulslab technical, however for the purposes of this bed under the whole area to overcome the influence of exercise we have assumed a relatively level site. trees/shrinkable soils in accordance with the NHBC Standards Chapter 4.2 and Excavate to reduce general level to suit site layout 3. For depths of sub-base required beneath edge beams refer drawings, by others. to sections. 4. The Insulslab pods have a load bearing requirement and 2. Set the plot out as normal, ensuring that you have a are protected by a patent. Online technical data and ordering completed 'CONSTRUCTION ISSUE' drawing showing the information can be found on the website Insulslab foundation layout and the standard details drawing. 5. Slab to be cured under a spray application of curing / 3. Excavate to reduce general level to a depth of 600 mm sealing solution, Permaban Pro-Seal or similar. below top of slab level over the pod area and 675mm under 6. Where ground levels have been adjusted to suit site set-out edge beams and party walls. Sub-base should be prepared requirements, it has been assumed that infill / regrade using methods 2, 3 or 4 from table 6/4 of the Specification of material has been suitabilty engineered and consolidated in Highway Works Volume Series 600 Earthworks and in order to achieve a minimum ground bearing capacity of accordance with NHBC recommendations. Additional fill may 50kN/m 2 also be necessary to ensure that all topsoil, degradable 7. For all general details and sections see drawing No.. material and soft spots are removed. 8. For on site setting out of units, orientation / handing and co-ordination, see Architects detail drawings and relevant site 4. Position, excavate & install all services and drainage setting out drawings by others. entries. The accuracy of this operation is paramount, as 9. For all finished ground levels and slab levels, see correction of inaccuracies is very difficult. Architects / Set-out drawings by others. 0. For setting out of all services, drainage and utilities see 5. Place granular hardcore and compact to a level 550mm Architects and specialists detail drawings. below top of slab level. Compaction with a Wacker plate or Specification for Concrete and Fibres. trench roller to the hardcore in the trenches or a. The concrete mix shall follow the recommendations as larger twin drummed roller to the whole of the formation area noted in the ArcelorMittal Sheffield Ltd. BBA Certification 2 / is acceptable. Tolerances on top of the finished sub-base 4894 product sheet 2 "ArcelorMittal - Insulslab foundation should be within +0/-20 mm with an average of -5 mm. system for housing applications using SFRC" page 3, Table Concrete Specifications along with the following mix design 6. Install thick insulation under all edge / internal beams. guide lines. These are to be considered together and neither is to be considered complete without the other. 7. Set up and install the first stage edge shutter on top of the 2. Concrete mix design shall be based on the use of 20mm horizontal edge insulation to the perimeter of the plot aggregate. Other aggregate sizes or blends may be used on further review by ArcelorMittal in conjunction with the monolithic pour) readymix supplier and only formal written confirmation from ArcelorMittal. The proportions will depend on the gradation of 8. Fill in between the Edge and internal insulation with the local materials. granular hardcore and compact. 3. The concrete grade to be a C30 / 37 - C35 with a maximum 9. Install a minimum 200g dpm, or gas membrane as water cement ratio of 0.55 using super-plasticiser. All required by the site investigation, to whole area extending admixtures used should be from the same manufacturer and 300 to 500mm beyond the edge of the shutter. used as per manufacturers instructions. 4. Permitted cement type shall be Portland cement or blends 0. Starting from one corner of un-cut pods, the pods must be of up to 20% replacement using GGBS or PFA. This placed to the prescribed layout, completing all full pods corresponds to the following cement types to BS EN 97-: before installing the cut-pods as required. Widened internal CEM I, CEM II/A-S OR CEM II/A-V. Minimum cement quantity beams should be separate by spacers in order to minimise risk of movement. 5. The slump shall be between 80 and 230mm (S4 type EN206 / BS8500) at the time of delivery. The addition of. Hyrib is to be installed and fixed in position across face of water on site is prohibited, except where the additional water internal ribs/beams in order to contain initial pour to edge is allowable water remaining from the original batch target. beam. Any water added to the concrete shall be recorded on the delivery ticket. 2. Timber bracing is required from the top of the pod to the 6. The fines content shall be aproximately 50% by weight of shutter in corner locations and every perimeter pod during the total aggregate content. Total fines content shall be concreting to ensure no lateral movement occurs. These are 450kg/m 3 fines graded at or below 200 Please refer to the removed when the concrete reaches the top of the pods. required sieve curve analysis for optimum aggregate Reinforcement to be cast into the first stage pour to provide a gradation to be used when investigating the suitability of the shear connection between the two pours. given mix. 3. The concrete is to be placed to the outer toe section first NOTE: of the two stage pour, prior to installing the remaining LAYOUT SHOWN IS INDICATIVE AND SUBJECT concrete to the full height in the usual manner. (The concrete can either be pumped or placed directly) TO CONFIRMATION AND CO-ORDINATION WITH ARCHITECTS DRAWINGS AND SPECIALISTS 4. Once set, the lower shutter can be stripped and installed LINE LOADS to form the second shutter. The foundation is then ready for the internal ribs, slab, beams and remaining external beam to be completed. Sacrificial bar or blocks may be introduced to support the second stage pour shutter. DM Preliminary - Costing S.O.P S.O.P 5. When the placement is completed, level carefully and finish by bull float or skip float in order to improve flatness and to hide visible fibres under the superficial mortar. If required the slab may be finished by power, bull or skip floated. 6. Apply a spray application of curing & sealing membrane such as Permaban Permaseal or similar approved. REV BY AMENDMENTS PRELIMINARY DATE 7. Strike the shutter and place aside for re-use. F o u n d a t i o n P l a n (Housetype Example) S.O.P Denotes 'Setting Out Point' of Pod Units 8. The DPM is then lapped up the outside vertical face of the toe. The horizontal and inside vertical face of the toe is painted with two coats of RIW LAC or similar. 9. The vertical insulation is then placed against the outside face of the toe and backfilled against. 20. The contractor shall record and retain on site, all concrete mix delivery tickets for onward submission to the statutory body for their approval. NOTE: Where ground levels have been raised / adjusted, it is assumed that a suitable engineered material has been laid and consolidated in order to achieve a minimum ground bearing pressure 50kN/m 2 Hatched areas denotes pour one of two stage pour - see plan & sections Hatched areas denote insulslab pods cut on site to suit. THIS DRAWING IS FOR COSTING PURPOSES ONLY AND MUST NOT BE USED FOR CONSTRUCTION New Development Insulslab Foundation Layout Example Housetype DM A - :25 A3 - :50 AW Nov AW FOR CONSTRUCTION DETAIL INFORMATION CONTACT GHW CONSULTING ENGINEERS Ltd. INS

2 To be confirmed. Extent of any underbuild Gas regime S.O.P Provide "hyrib" at beam / beam intersections to first pour (Typical) S.O.P Gas membrane Gas Venting TBC TBC THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCED Insulslab SFRC Foundation Installation WHOLLY OR IN PART WITHOUT PRIOR PERMISSION. Methodology GHW CONSULTING ENGINEERS LTD. / INSUL SIG Described below is a method of construction to utilise the INSUL form of waffle slab foundation in conditions General Notes. where the foundation is supported at shallow depth directly by. Insulslab foundation to be placed on minimum 50mm the underlying soils. For piled foundations using INSUL Type 2 granular material to be compacted in accordance with similar methods apply. the specification. Whilst accepting that individual interpretation and innovation All soft spots to be excavated to competent formation and may well give rise to alternative methods to suit site specific back filled with compacted Type 2 granular material. conditions, it is felt that what is described, will clearly and 2. All works to be undertaken in accordance with the accurately achieve the end product. recommendations contained within the geotechnical report Severely sloping sites will introduce individual conditions to and NHBC Standards. Where trees are present, ground be addressed which can be readily accounted for by referring conditions may require the placing of an additional hardcore to Insulslab technical, however for the purposes of this bed under the whole area to overcome the influence of exercise we have assumed a relatively level site. trees/shrinkable soils in accordance with the NHBC Standards Chapter 4.2 and Excavate to reduce general level to suit site layout 3. For depths of sub-base required beneath edge beams refer drawings, by others. to sections. 4. The Insulslab pods have a load bearing requirement and 2. Set the plot out as normal, ensuring that you have a are protected by a patent. Online technical data and ordering completed 'CONSTRUCTION ISSUE' drawing showing the information can be found on the website Insulslab foundation layout and the standard details drawing. 5. Slab to be cured under a spray application of curing / 3. Excavate to reduce general level to a depth of 600 mm sealing solution, Permaban Pro-Seal or similar. below top of slab level over the pod area and 675mm under 6. Where ground levels have been adjusted to suit site set-out edge beams and party walls. Sub-base should be prepared requirements, it has been assumed that infill / regrade using methods 2, 3 or 4 from table 6/4 of the Specification of material has been suitabilty engineered and consolidated in Highway Works Volume Series 600 Earthworks and in order to achieve a minimum ground bearing capacity of accordance with NHBC recommendations. Additional fill may 50kN/m 2 also be necessary to ensure that all topsoil, degradable 7. For all general details and sections see drawing No.. material and soft spots are removed. 8. For on site setting out of units, orientation / handing and co-ordination, see Architects detail drawings and relevant site 4. Position, excavate & install all services and drainage setting out drawings by others. entries. The accuracy of this operation is paramount, as 9. For all finished ground levels and slab levels, see correction of inaccuracies is very difficult. Architects / Set-out drawings by others. 0. For setting out of all services, drainage and utilities see 5. Place granular hardcore and compact to a level 550mm Architects and specialists detail drawings. below top of slab level. Compaction with a Wacker plate or Specification for Concrete and Fibres. trench roller to the hardcore in the trenches or a. The concrete mix shall follow the recommendations as larger twin drummed roller to the whole of the formation area noted in the ArcelorMittal Sheffield Ltd. BBA Certification 2 / is acceptable. Tolerances on top of the finished sub-base 4894 product sheet 2 "ArcelorMittal - Insulslab foundation should be within +0/-20 mm with an average of -5 mm. system for housing applications using SFRC" page 3, Table Concrete Specifications along with the following mix design 6. Install thick insulation under all edge / internal beams. guide lines. These are to be considered together and neither is to be considered complete without the other. 7. Set up and install the first stage edge shutter on top of the 2. Concrete mix design shall be based on the use of 20mm horizontal edge insulation to the perimeter of the plot aggregate. Other aggregate sizes or blends may be used on further review by ArcelorMittal in conjunction with the monolithic pour) readymix supplier and only formal written confirmation from ArcelorMittal. The proportions will depend on the gradation of 8. Fill in between the Edge and internal insulation with the local materials. granular hardcore and compact. 3. The concrete grade to be a C30 / 37 - C35 with a maximum 9. Install a minimum 200g dpm, or gas membrane as water cement ratio of 0.55 using super-plasticiser. All required by the site investigation, to whole area extending admixtures used should be from the same manufacturer and 300 to 500mm beyond the edge of the shutter. used as per manufacturers instructions. 4. Permitted cement type shall be Portland cement or blends 0. Starting from one corner of un-cut pods, the pods must be of up to 20% replacement using GGBS or PFA. This placed to the prescribed layout, completing all full pods corresponds to the following cement types to BS EN 97-: before installing the cut-pods as required. Widened internal CEM I, CEM II/A-S OR CEM II/A-V. Minimum cement quantity beams should be separate by spacers in order to minimise risk of movement. 5. The slump shall be between 80 and 230mm (S4 type EN206 / BS8500) at the time of delivery. The addition of. Hyrib is to be installed and fixed in position across face of water on site is prohibited, except where the additional water internal ribs/beams in order to contain initial pour to edge is allowable water remaining from the original batch target. beam. Any water added to the concrete shall be recorded on the delivery ticket. 2. Timber bracing is required from the top of the pod to the 6. The fines content shall be aproximately 50% by weight of shutter in corner locations and every perimeter pod during the total aggregate content. Total fines content shall be concreting to ensure no lateral movement occurs. These are 450kg/m 3 fines graded at or below 200 Please refer to the removed when the concrete reaches the top of the pods. required sieve curve analysis for optimum aggregate Reinforcement to be cast into the first stage pour to provide a gradation to be used when investigating the suitability of the shear connection between the two pours. given mix. 3. The concrete is to be placed to the outer toe section first NOTE: of the two stage pour, prior to installing the remaining LAYOUT SHOWN IS INDICATIVE AND SUBJECT concrete to the full height in the usual manner. (The concrete can either be pumped or placed directly) TO CONFIRMATION AND CO-ORDINATION WITH ARCHITECTS DRAWINGS AND SPECIALISTS 4. Once set, the lower shutter can be stripped and installed LINE LOADS to form the second shutter. The foundation is then ready for the internal ribs, slab, beams and remaining external beam to be completed. Sacrificial bar or blocks may be introduced to support the second stage pour shutter. DM Preliminary - Costing S.O.P S.O.P 5. When the placement is completed, level carefully and finish by bull float or skip float in order to improve flatness and to hide visible fibres under the superficial mortar. If required the slab may be finished by power, bull or skip floated. 6. Apply a spray application of curing & sealing membrane such as Permaban Permaseal or similar approved. REV BY AMENDMENTS PRELIMINARY DATE 7. Strike the shutter and place aside for re-use. F o u n d a t i o n P l a n (Housetype Example) S.O.P Denotes 'Setting Out Point' of Pod Units 8. The DPM is then lapped up the outside vertical face of the toe. The horizontal and inside vertical face of the toe is painted with two coats of RIW LAC or similar. 9. The vertical insulation is then placed against the outside face of the toe and backfilled against The contractor shall record and retain on site, all concrete mix delivery tickets for onward submission to the statutory body for their approval Max Pile Load = 360kN See drawing /5 for reinforcement details NOTE: Where ground levels have been raised / adjusted, it is assumed that a suitable engineered material has been laid and consolidated in order to achieve a minimum ground bearing pressure 50kN/m 2 Hatched areas denotes pour one of two stage pour - see plan & sections Hatched areas denote insulslab pods cut on site to suit. THIS DRAWING IS FOR COSTING PURPOSES ONLY AND MUST NOT BE USED FOR CONSTRUCTION FOR CONSTRUCTION DETAIL INFORMATION CONTACT GHW CONSULTING ENGINEERS Ltd. New Development Insulslab Foundation Layout Example Housetype DM A - :25 A3 - :50 AW Nov AW INS

3 THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCED WHOLLY OR IN PART WITHOUT PRIOR PERMISSION GHW CONSULTING ENGINEERS LTD. / INSUL SIG General Notes.. For notes refer to drg /0 REINFORCED CONCRETE NOTES. FOR CONCRETE NOTES REFER TO GA DRAWING. 27H0-300 LINKS 2. CONCRETE COVER: GROUND S - 30 TOP, SIDES AS SHOWN, 75 BTM 2H6-B 2H6-B COVER TO REINFORCEMENT IS TO BE ACHIEVED AND MAINTAINED BY USE OF PROPRIETORY ACCESSORIES IN ACCORDANCE WITH BS WHERE APPLICABLE, REBAR LAP LENGTHS ARE NOT TO BE LESS THAN 40 x BAR DIA. WHERE ONE BAR LAPS WITH ANOTHER OF A DIFFERENT DIAMETER, THEN USE THE LAP LENGTH FOR THE SMALLER BAR. PREWELDED MESH LAP LENGTHS ARE TO BE NOT LESS THAN 400mm. 2H6-B 6. CONCRETE SURFACE FINISHES ARE TO BE IN ACCORDANCE WITH THE SPECIFICATION. 7. LAYER ABBREVIATIONS (WHERE USED) 3H0-300 LINKS BTM - BOTTOM FACE TOP - TOP FACE B - OUTERMOST LAYER IN BTM B2 - SUBSEQUENT LAYER IN BTM T - OUTERMOST LAYER IN TOP T2 - SUBSEQUENT LAYER IN TOP NF - OUTERMOST LAYER IN NEAR FACE NF2 - SUBSEQUENT LAYER IN NEAR FACE FF - OUTERMOST LAYER IN FAR FACE FF2 - SUBSEQUENT LAYER IN FAR FACE EF - EACH FACE EW - EACH WAY STG - STAGGERED ABR - ALTERNATE BARS REVERSED 8. REBARS TO BE PRE-FIXED BY THE DRAWING NUMBER. 27H0-300 LINKS 2H6-B 27H0-300 LINKS 2H6-B 27H0-300 LINKS 09. THIS DRAWING IS TO BE READ IN CONJUNCTION WITH GHW Drg. No. 0, IN ADDITION TO OTHER DRAWINGS REFERENCED THEREIN. 0. REINFORCEMENT NOMENCLATURE: 5H T ABR COMMENT LOCATION OF BARS BAR CENTRES (mm) BAR MARK BAR DIAMETER (mm) TYPE OF STEEL NUMBER OF BARS 2H0-300 LINKS NOTE: LAYOUT SHOWN IS INDICATIVE AND SUBJECT TO CONFIRMATION AND CO-ORDINATION WITH ARCHITECTS DRAWINGS AND SPECIALISTS LINE LOADS 2H6-B DM Preliminary - Costing REV BY AMENDMENTS DATE PRELIMINARY 2H6-B 27H0-300 LINKS 2H6-B 75 MIN COVER REMOVE LIP ON S ADJACENT S H2 H0 Link LINK POSITIONED 50 OFF TOE FACE 50 Typical Edge Beam Section Scale :0 H MIN COVER LINK POSITIONED CENTRALLY ON REMOVE LIP ON S ADJACENT S No. OFF AND SIZE OF BARS TO BTM OF S VARIES - REFER TO PLAN H2 Typical Internal Beam Section Scale :0 H0 Link 75 MIN H NOTE: Where ground levels have been raised / adjusted, it is assumed that a suitable engineered material has been laid and consolidated in order to achieve a minimum ground bearing pressure 50kN/m 2 Hatched areas denotes pour one of two stage pour - see plan & sections Hatched areas denote insulslab pods cut on site to suit. THIS DRAWING IS FOR COSTING PURPOSES ONLY AND MUST NOT BE USED FOR CONSTRUCTION FOR CONSTRUCTION DETAIL INFORMATION CONTACT GHW CONSULTING ENGINEERS Ltd. New Development Reinforcement details for Example Housetype DM A - :25 A3 - :50 AW Nov AW INS

4 CAVITY INSULATION AND DPC IN ACCORDANCE WITH ARCH DETAILS 75 MIN / 50 MAX SIDE COVER TO Z BAR H2 'Z' BARS AT crs MAX. PUSHED INTO FIRST POUR. CONTRACTOR TO ENSURE STABILITY DURING CONSTRUCTION COVER LEVEL MIN TO EDGE 75 MIN 50 INSUL CB INSULATION POUR 2 POUR ROCKER PIPE IN ACCORDANCE WITH NHBC GUIDELINES 50 MIN TYPICAL EDGE DETAIL LOWER SECTION OF CAST FIRST TEMPORARY BLOCK TO ENSURE CORRECT COVER INSUL 'HYRIB' STANDARD OR EXTENDED CLOSER FIXED ACROSS FACE OF INTERNAL S / RIBS TO CONTAIN FIRST STAGE POUR 50 COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE TYPICAL EDGE DETAIL AT SERVICE ENTRY POINTS (SECTION ) 75 INSUL MIN OPTIONALLY INSTALL HARDCORE TO BUILDING FOOTPRINT INSUL ACD HORIZONTAL EDGE INSULATION VARIES - SEE PLAN 050 FOR FULL 50 DPM TUCKED INTO FIRST POUR COATS OF RIW LAC OR SIMILAR 3RD PARTY ACCREDITED LIQUID DPM INSTALLED AS PER MANUFACTUERS RECOMMENDATIONS 200 DPM DETAIL (WHERE GAS MEMBRANE REFER TO PLOT SPECIFIC DRGS)

5 CAVITY INSULATION AND DPC IN ACCORDANCE WITH ARCH DETAILS 75 MIN / 50 MAX SIDE COVER TO Z BAR H2 'Z' BARS AT crs MAX. CONTRACTOR TO ENSURE STABILITY DURING CONSTRUCTION TO SUIT SITE LEVELS POUR 2 INSUL 50 INSUL CB INSULATION POUR LOWER SECTION OF CAST FIRST 50 COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE 50 MIN TO EDGE INSUL ACD HORIZONTAL EDGE INSULATION VARIES - SEE PLAN INSUL ACD INSULATION MIN TYPICAL EDGE DETAIL AT DEEPENED EDGE (SECTION 3 - ALSO REFER TO /02) TYPICAL EDGE DETAIL AT DEEPENED EDGE /UNDERBUILD 202

6 MONAFLOOR BRIDGESTOP SYSTEM, INSTALLED IN ACCORDANCE WITH MANUFACTURERS DETAILS LEVEL 50 INSUL INSUL MIN INSUL ACD HORIZONTAL EDGE INSULATION MIN 50 COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE TYPICAL DETAIL AT INTERNAL/PARTY WALLS (SECTION 5) TYPICAL DETAIL AT INTERNAL/PARTY LOAD BEARING WALLS 203

7 MONAFLOOR BRIDGESTOP SYSTEM, INSTALLED IN ACCORDANCE WITH MANUFACTURERS DETAILS LEVEL AS PLAN DAY JOINT INSUL INSUL LOWER SECTION OF CAST FIRST 50 INSUL ACD INSULATION MIN MIN 50 COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE INSUL ACD HORIZONTAL EDGE INSULATION TYPICAL DETAIL AT CHANGE IN LEVEL AT PARTY WALLS (SECTION 6) CHANGE IN LEVEL AT PARTY WALL S 204

8 TIMBER FORMER TIED TO REINFORCEMENT TO FORM STEP IN TO REMAIN TRUE AND ALLIGNED AT ALL TIMES CAST GARAGE FLOOR LEVEL PRIOR TO MAIN HOUSE AS PLAN TEMP BARS FIXED INTO STAGE POUR AT 450crs TO PROVIDE RESTRAINT TO FORMER. CUT DOWN TO FFL FOLLOWING CONSTRUCTION LEVEL OPTIONAL DAY JOINT INSUL INSUL LOWER SECTION OF CAST FIRST 50 INSUL ACD INSULATION MIN MIN 50 COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE INSUL ACD HORIZONTAL EDGE INSULATION TYPICAL DETAIL AT CHANGE IN LEVEL TO GARAGE - 50 STEP MAX (SECTION 7) TYPICAL CHANGE IN LEVEL ADJACENT GARAGE 205

9 EXTERNAL AND INTERNAL S ONLY. IS DESIGNED TO SPAN BETWEEN S MAX SPACING LEVEL INSUL 75 MIN TYPE TYPICAL VIBRO PLAN 75 COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE ON VIBRO PILING MAT OR ENG. FILL DESIGNED BY OTHERS PILING MAT/ ENGINEERED GROUND DETAIL SHOWING REDUCED HARDCORE ON VIBRO OR ENGINEERED GROUND TYPICAL EDGE DETAIL FOR VIBRO OR ENGINEERED FILL SITES 20

10 CAVITY INSULATION AND DPC IN ACCORDANCE WITH ARCH DETAILS 25 TO PILE TYPICAL 50 MAX DUCT THROUGH EDGE S REFER SEPARATE DRG FOR REINFORCEMENT DETAILS PILE REINFORCEMENT TO BE RETAINED TO ACHIEVE FULL ANCHORAGE LENGTH INTO PILE CAP LEVEL MIN TO EDGE 75 MIN 50 INSUL CB INSULATION POUR 2 POUR ROCKER PIPE IN ACCORDANCE WITH NHBC GUIDELINES 50 MIN TYPICAL EDGE DETAIL LOWER SECTION OF CAST FIRST INSUL INSUL 'HYRIB' STANDARD OR EXTENDED CLOSER FIXED ACROSS FACE OF INTERNAL S / RIBS TO CONTAIN FIRST STAGE POUR MIN 75 MIN COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE ON PILING MAT DESIGNED BY OTHERS INSUL ACD HORIZONTAL EDGE INSULATION VARIES - SEE PLAN 050 FOR FULL 50 TYPICAL EDGE DETAIL AT SERVICE ENTRY POINTS (SECTION ) 2 COATS OF RIW LAC OR SIMILAR 3RD PARTY ACCREDITED LIQUID DPM INSTALLED AS PER MANUFACTUERS RECOMMENDATIONS DPM TUCKED INTO FIRST POUR PILING MAT 220 DPM DETAIL (WHERE GAS MEMBRANE REFER TO PLOT SPECIFIC DRGS)

11 CAVITY INSULATION AND DPC IN ACCORDANCE WITH ARCH DETAILS REFER SEPARATE DRG FOR REINFORCEMENT DETAILS TO SUIT SITE LEVELS POUR 2 INSUL 50 INSUL CB INSULATION POUR LOWER SECTION OF CAST FIRST INSUL ACD INSULATION 75 MIN TO EDGE INSUL ACD HORIZONTAL EDGE INSULATION VARIES - SEE PLAN 75 MIN COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE ON PILING MAT DESIGNED BY OTHERS MIN TYPICAL EDGE DETAIL AT DEEPENED EDGE (SECTION 3 - ALSO REFER /03) TYPICAL EDGE DETAIL AT DEEPENED EDGE /UNDERBUILD 222

12 MONAFLOOR BRIDGESTOP SYSTEM, INSTALLED IN ACCORDANCE WITH MANUFACTURERS DETAILS LEVEL INSUL INSUL MIN MIN INSUL ACD HORIZONTAL EDGE INSULATION TYPICAL DETAIL AT INTERNAL/PARTY WALLS (SECTION 5) TYPICAL DETAIL AT INTERNAL/PARTY LOAD BEARING WALLS 223

13 IF DAY JOINT REQUIRED USE H2 'Z' BARS AT crs MAX. CONTRACTOR TO ENSURE STABILITY DURING CONSTRUCTION MONAFLOOR BRIDGESTOP SYSTEM, INSTALLED IN ACCORDANCE WITH MANUFACTURERS DETAILS LEVEL AS PLAN DAY JOINT INSUL INSUL MIN LOWER SECTION OF CAST FIRST MIN 75 INSUL ACD INSULATION PILING MAT INSUL ACD HORIZONTAL EDGE INSULATION TYPICAL DETAIL AT CHANGE IN LEVEL AT PARTY WALLS (SECTION 6) CHANGE IN LEVEL AT PARTY WALL S 224

14 TIMBER FORMER TIED TO REINFORCEMENT TO FORM STEP IN TO REMAIN TRUE AND ALLIGNED AT ALL TIMES TEMP BARS FIXED INTO STAGE POUR AT 450crs TO PROVIDE RESTRAINT TO FORMER. CUT DOWN TO FFL FOLLOWING CONSTRUCTION LEVEL CAST GARAGE FLOOR LEVEL PRIOR TO MAIN HOUSE AS PLAN INSUL INSUL LOWER SECTION OF CAST FIRST 75 MIN INSUL ACD INSULATION MIN PILING MAT INSUL ACD HORIZONTAL EDGE INSULATION TYPICAL DETAIL AT CHANGE IN LEVEL TO GARAGE - 50 STEP MAX (SECTION 7) TYPICAL CHANGE IN LEVEL ADJACENT GARAGE

15 CAVITY INSULATION AND DPC IN ACCORDANCE WITH ARCH DETAILS 2 COATS OF RIW LAC OR SIMILAR 3RD PARTY ACCREDITED LIQUID DPM INSTALLED AS PER MANUFACTUERS RECOMMENDATIONS WALL TIES AT 900crs HORIZONTAL AND 450crs VERTICAL (TYPE TBC BY PROJECT ENGINEER) TO BE SHOT FIRED WITH HILTI DS-27 OR FIXED USING HPS-R 6/25x50 HAMMER SCREW FIXINGS OR SIMILAR APPROVED TO SFRC. 50 INSUL CB INSULATION MIN TO EDGE 450dp MAIN POUR 3 TO SUIT SITE LEVELS POUR 2 POUR INSUL ACD HORIZONTAL EDGE INSULATION VARIES - SEE PLAN 75 MIN / 50 MAX SIDE COVER TO Z BAR 5 CONST JOINT CONST JOINTS AS REQUIRED 4 CONST JOINT 3 INSUL TYPICAL EDGE DETAIL AT DEEPENED EDGE OPTION H2 'Z' BARS AT crs MAX. CONTRACTOR TO ENSURE STABILITY DURING CONSTRUCTION INSUL ACD INSULATION COVER TEMPORARY BLOCK TO TOP OF TO ENSURE CORRECT COVER TEMPORARY FORMWORK COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE. INSTALL TEMPORARY FORMWORK 2. BACKFILL WITH GEN0 LEAN MIX 3. CAST POUR IN SFRC 4. CAST POUR 2 IN SFRC 5. CAST MAIN IN SFRC LEAN MIX CONCRETE TO FORM SHUTTER TO INSULATION/DOWNSTAND ROUGH TAMP FINISH BETWEEN POURS DAY JOINT MINIMUM EMBEDMENT OF H2 TIE BAR INTO EACH POUR DETAIL BETWEEN POURS TYPICAL RAFT DETAILS AT UNDERBUILD 240

16 CAVITY INSULATION AND DPC IN ACCORDANCE WITH ARCH DETAILS WALL TIES AS OPTION 450dp MAIN POUR 3 75 MIN / 50 MAX SIDE COVER TO U BAR 5 CONST JOINT COVER TEMPORARY BLOCK TO TOP OF TO ENSURE CORRECT COVER INSUL ROUGH TAMP FINISH BETWEEN POURS DAY JOINT MINIMUM EMBEDMENT OF H2 TIE BAR INTO EACH POUR DETAIL BETWEEN POURS 50 TO SUIT SITE LEVELS POUR INSUL ACD INSULATION 3 50 COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE SUITABLE WELL COMPACTED BACKFILL TO WORKING SPACE 50 INSUL CB INSULATION MIN TO EDGE POUR CONST JOINT 0N BLOCKWORK WITH MORTAR DESIGNATION (iii) TO PROVIDE TEMPORARY SHUTTER. CAST POUR IN SFRC 2. BUILD BLOCKWORK OR SIMILAR SUIT POUR 2 HEIGHT AND INSTALL INSULATION 3. BACKFILL WITH SUITABLE WELL COMPACTED FILL 4. CAST POUR 2 IN SFRC 5. CAST MAIN IN SFRC VARIES - SEE PLAN TYPICAL EDGE DETAIL AT DEEPENED EDGE OPTION 2 50 TYPICAL RAFT DETAILS AT UNDERBUILD OPTION 2 24

17 CAVITY INSULATION AND DPC IN ACCORDANCE WITH ARCH DETAILS 2 COATS OF RIW LAC OR SIMILAR 3RD PARTY ACCREDITED LIQUID DPM INSTALLED AS PER MANUFACTUERS RECOMMENDATIONS WALL TIES AT 900crs HORIZONTAL AND 450crs VERTICAL (TYPE TBC BY PROJECT ENGINEER) TO BE SHOT FIRED WITH HILTI DS-27 OR FIXED USING HPS-R 6/25x50 HAMMER SCREW FIXINGS OR SIMILAR APPROVED TO SFRC. 50 INSUL CB INSULATION MIN TO EDGE 450dp MAIN POUR 3 TO SUIT SITE LEVELS POUR 2 POUR INSUL ACD HORIZONTAL EDGE INSULATION VARIES - SEE PLAN 75 MIN / 50 MAX SIDE COVER TO Z BAR 5 CONST JOINT CONST JOINTS AS REQUIRED 4 CONST JOINT 3 INSUL TYPICAL EDGE DETAIL AT DEEPENED EDGE OPTION H2 'Z' BARS AT crs MAX. CONTRACTOR TO ENSURE STABILITY DURING CONSTRUCTION INSUL ACD INSULATION COVER TEMPORARY BLOCK TO TOP OF TO ENSURE CORRECT COVER TEMPORARY FORMWORK COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE. INSTALL TEMPORARY FORMWORK 2. BACKFILL WITH GEN0 LEAN MIX 3. CAST POUR IN SFRC 4. CAST POUR 2 IN SFRC 5. CAST MAIN IN SFRC LEAN MIX CONCRETE TO FORM SHUTTER TO INSULATION/DOWNSTAND ROUGH TAMP FINISH BETWEEN POURS DAY JOINT MINIMUM EMBEDMENT OF H2 TIE BAR INTO EACH POUR DETAIL BETWEEN POURS TYPICAL PILE DETAILS AT UNDERBUILD OPTION 242

18 CAVITY INSULATION AND DPC IN ACCORDANCE WITH ARCH DETAILS WALL TIES AS OPTION 450dp MAIN POUR 3 75 MIN / 50 MAX SIDE COVER TO U BAR 5 CONST JOINT COVER TEMPORARY BLOCK TO TOP OF TO ENSURE CORRECT COVER INSUL ROUGH TAMP FINISH BETWEEN POURS DAY JOINT MINIMUM EMBEDMENT OF H2 TIE BAR INTO EACH POUR DETAIL BETWEEN POURS TO SUIT SITE LEVELS POUR INSUL ACD INSULATION COMPACTED SUB-BASE WITH BLINDED CLOSED SURFACE AT MEMBRANE SUITABLE WELL COMPACTED BACKFILL TO WORKING SPACE R F P 50 INSUL CB INSULATION MIN TO EDGE POUR CONST JOINT 0N BLOCKWORK WITH MORTAR DESIGNATION (iii) TO PROVIDE TEMPORARY SHUTTER. CAST POUR IN SFRC 2. BUILD BLOCKWORK OR SIMILAR TO SUIT POUR 2 HEIGHT AND INSTALL INSULATION 3. BACKFILL WITH SUITABLE WELL COMPACTED FILL 4. CAST POUR 2 IN SFRC 5. CAST MAIN IN SFRC VARIES - SEE PLAN TYPICAL EDGE DETAIL AT DEEPENED EDGE OPTION 2 50 TYPICAL PILE DETAILS AT UNDERBUILD OPTION 2 243

19 Slab Level Cellcore HX S grade 3/8 under slab. Plasticity Depth Low 90 Medium 60 High THIS DRAWING IS COPYRIGHT AND MUST NOT BE REPRODUCED WHOLLY OR IN PART WITHOUT PRIOR PERMISSION GHW CONSULTING ENGINEERS LTD. / INSUL SIG Slab Level Insulslab ACD horizontal insulation Insulslab ACD horizontal insulation Cellcore HX B grade 3/8 under edge beams. Plasticity Depth Low 85 Medium 55 High 220 Typical Edge Detail Two Stage Pour 50 Typical Internal Beam Detail Cellcore HX B grade 3/8 under internal beams. Plasticity Depth Low 85 Medium 55 High 220 TYPICAL DETAIL OF VOID FORMER UNDER INSUL PILED FOUNDATION 244