Structural Floor Panels Design Guide - Hebel Supercrete AAC ...

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Structural Floor Panel balcony step down detail Detail No. SFP 2-1 Pre-cast Supercrete structural Lintel or cast insitu concrete lintel Supercoat Coating System or plasterboard linings Timber reveal Selected aluminium joinery Timber reveal Air seal and timber packer Selected floor finish Supercrete Structural Floor Panels Ceiling linings Suspended ceiling system Cast insitu concrete Bond Beam (17.5mpa) Internal linings Supercoat Coating System or plasterboard linings 50mm min (edge support) NOTE: Refer to Supercrete Block Design Manual for information on masonry walls. Supercoat Coating System Seal between joinery and block with Holdfast FIXALL 220LM MS sealant 10° fall on plastered head to provide drip Plastered Supercrete Blocks in elevation Seal between aluminium joinery and tile with Holdfast FIXALL 220LM MS sealant Selected ceramic tiles Supercoat Tanking Membrane over sill and screed Supercoat Superbuild Render or mortar bed screed to minimum 1.5” fall 70mm min (end support) 150,175, 200, 225 or 250mm Supercrete Structural Floor Panels Supercoat Coating System 200 min, 250 or 300 external Supercrete Blocks SFP 2012 18 Copyright © Supercrete Limited 2008
Structural Floor Panel floor step down (typical wet area) Detail No. SFP 2-2 Selected ceramic tiles on adhesive on Supercoat Superbuild Render or similar mortar bed screed to create fall Selected tile edging Selected floor covering 200mm Supercrete Structural Floor Panels Suspended ceiling system 2.1.3 Gravity Loads Copyright © Supercrete Limited 2008 19 Supercoat Tanking Membrane over screed 150mm Supercrete Structural Floor Panels 70mm min panel end support 50 50mm min panel edge support Supercrete Structural Floor Panels are principally designed to resist the dead and live loads imposed on them by the force of gravity. Dead loads are the loads arising from the permanent structure (i.e. the mass of all structural components which cannot be safely removed, without making the building unable to resist all the applied design loads, and without compromising the shelter and waterproofing requirements of the structure). The weight of the panel is allowed for in the design tables and the only dead load that must be considered is the “superimposed” dead load which includes all the other dead loads (e.g. suspended ceiling). Live loads are all the moveable loads on the structure which are not permanent, whether they be from weather (i.e. wind and snow loads), seismic events, or from the use of the building (i.e. the mass of the people using the building plus the items they place in the building to carry out that use). Floor coverings are considered as moveable and are included in the live load specifications of AS/NZS 1170 and are therefore not included with the dead load. Generally, Supercrete Structural Floor Panels are not designed for high concentrated loads, but non load bearing partitions are acceptable, providing it can be guaranteed that roof loads cannot be transferred down on to the floor panels. Solid masonry Supercrete walls all require direct support due to their mass. This support can be in the form of aligned block walls in the storey below, or support beams made from steel or reinforced concrete. The normal residential design load of 1.5kPa is approximately equivalent to a single layer of 200mm Supercrete Block spread evenly over the floor. It is not possible to sit pallets of Supercrete Block or other heavy construction materials on the floor without substantial propping to the underside of the panel. This fact should be noted on all relevant construction drawings. 200mm Supercrete internal block walls Interior lining Supercoat Coating System or plasterboard linings Construction loads should be spread evenly. Design of the panels for the live and dead loads is carried out first to establish the panel thickness and orientation. This can be done by the designer using the span load limits given in the span tables, page 17. The loads in these tables are unfactored design loads, without the combination multipliers required by AS/NZS 1170. This is all that needs to be done at this stage of the design, as the individual panel design is carried out at the time of order, which is when the actual reinforcement requirement for each panel is determined by the manufacturer. To assist with this, it is helpful if the designer can provide a panel schedule listing the required length of each panel with its thickness, live load, and superimposed dead load. A form for supplying this information is given in Appendix A, page 51. Each type of panel is given a different code number at this stage so that they can be identified when they arrive on site. It is not uncommon to have a lot of the same length panels of the same thickness, which may have been designed for different loads and support conditions. Also, some panels may have been designed with extra reinforcing to enable openings to be cut into them, so it is essential that these panels can be correctly identified. SFP 2012
Page 1 and 2: Structural Floor Panels Design Guid
Page 3 and 4: Contents 1.0 System Overview 1.1 In
Page 5 and 6: 1.0 System Overview 1.1 Introductio
Page 7 and 8: 1.1.3 Material Characteristics Work
Page 9 and 10: Airborne noise is effectively block
Page 11 and 12: Table 3. Directly Glued Vinyl Sheet
Page 13 and 14: Table 7. 20mm timber T&G plank floo
Page 15 and 16: 1.5 Other System Features and Benef
Page 17: Table 9. Span Chart - Max. Clear Sp
Page 21 and 22: Full width panel openings Detail No
Page 23 and 24: Selected Supercoat Coating System 1
Page 25 and 26: A ‘Below Plane Beam’ has the pa
Page 27 and 28: In-Plane Steel Beam Support Detail
Page 29 and 30: 2.1.6.7 Panel Connection to Interme
Page 31 and 32: 2.2 Bracing Design 2.2.1 Floor Brac
Page 33 and 34: 2.2.2 Supercrete Structural Floor P
Page 35 and 36: Varies 200, 250, or 300 mm TYPE 2 2
Page 37 and 38: lied loads parallel to panel axis =
Page 39 and 40: 2.2.4.5 Flow Chart for Floor Diaphr
Page 41 and 42: 2.2.5.6 Wind Load The wind load on
Page 43 and 44: Panels arrive on site, strapped in
Page 45 and 46: 3.2.3 Personnel Required Pallet Cre
Page 47 and 48: 4.0 Surface Treatments The installa
Page 49 and 50: 4.2.8 Tiles Supercrete Structural F
Page 51 and 52: Appendix A Custom Floor Panel Reque

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