FOUNDATION,FOOTINGS AND CONCRETE SLAB GROUND FLOOR :
1.1200mm Basalt rock 2.400mm extremely highly weathered rock 3.650mm Silty clay high plasticity 4.150mm Clay silt 5.15 Mpa Mass concrete is unreinforced known strenght concrete that used on highly weathered rock to create more strength under the footing and transfer the load safely to the sub layers. 6.450 wide Strip footing SF1at depth of 600mm that are designed to carry the load of the structural elements above it. 7.4L12 Top and bottom reinforcement bars that are placed in the footing to resist the tensile stress and has 25mm - 50 mm of concrete cover to protect the steel bars from corrosion. 8.4L11 Standard ligature top and bottom at 900 cts, is used to form footing cage end and provide sheer reinforcement 9. Board Pier (1200 depth and 600 diameter): they are non-displacement piles that are constructed with circular augers and filled with concrete to reinforce the load from structural elements above it. 10.600 deep Pad footing PF1 to reinforce the point load of the precast concrete column and transfer it to the ground safely. 11. Top and bottom steel reinforcements mesh to distribute the load of the precast concrete evenly and avoid cracking or brakeage of the pad footing. 12. Standard Cogs that are deformed reinforcing bars used in pad footings to resist the sheer stress and also avoid bending of the footing .has to be followed under AS/NZS4671 standard 13.100 mm compressible Card board void former under the slab to form suspended slab as the clay is highly reactive. 14.20mm thk polythene membrane (vapour barrier) above the cardboard and under the slab to protect the structure from moisture of the ground. 15. Square mesh (SL72 top) and SL92 bottom which is place 200cts, to resist the tensile stress and complies with AS/NZS 4671 16.150 Concrete slab on ground formed over the cardboard void former ,and 300 thk slab edge ,and 200 mm rebate to keep th water out of the structure,
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FIRST FLOOR STRUCTURE
22.1CB1 PRE CAST BEAM that bolted to the corbels that has dowels coming out of it and there is 20mm concrete packer between the beam and the corbel to provide stronger bonding. 23. Corbels are designed to provide support for the precast beam. 24. Redi couplers allow building to be constructed with continuous reinforcing throughout the length and breadth of the concrete elements. 25. Reinforcement cage or ligatures to provide support against the bending force. 26. Rough edge of the precast beam is to create stronger bonds between the concrete and the beam 27.N12 reinforcement bars at 600 cts and projected 600 mm .as to provide tensile resistance to the beam. 28.30 mm thk neoprene bearing strip laid before the hollow core slab is connected to the beam to provide thermal insulation as the hydronic system has thermal effect on the concrete slab. 29. Hollow core prefabricated slab panels, the cores are hollow to reduce weight without compromising on the strength of the slab. 30. The holes above the cores are to be filled with concrete to create stronger bonding between the panels of slabs 31. Blocked holes, to avoid the concrete go further and fill up core of hollow core panels 32.30 Mpa concrete joints at 8 mm min to create stronger bonds between the panels of slab 33. Hydronic system 34. Reinforcement square mesh SL82 to increase the tensile strength of the concrete screed. 35.30 Mpa concrete screed to form the slab of the first floor on top of the square mesh.
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EXTERNAL WALLS,WINDOW FRAME AND CLADDING
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BOX GUTTER AND ROOFING FINISHES
INTERNAL WALLS AND BRACINGS
74. wall Steel Bottom Rail to line the steel studs and also carry the loads of the stud and transfer it safely to slab. 75. Steel studs, to form the non-load bearing walls. 76. Steel rail acting as noggings and prevent the studs from bowing buckling or twisting. 77. Wall bracing to resist lateral loads such as wind loads. They are CHS 2x 219.1 x 6.0 welded to the PC1 by the cast in plate on pc1 and the steel bracings welded to the plate. 78. Wall plaster board 79. CP1 and CP7 carpet Ontera Envisions Intensity cut pile nylon carpet tiles457.2mm x 457.2mm x 7.3mm tiles 80. Thermal Break and Breathable Membrane Kingspan AirCell Insulbreak Permishield 8 mm foam sheet with perforated foil facing, R0.2
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SUSPENDED CELING BULK HEAD and ROOF STRUCTURE
61.600x150 Box gutter, Fabricate from 0.8 mm Zincalume steel. Provide 1:150 minimum fall, to keep the rain water out of the roof area. Sides of box gutter Continues up to top of adjacent purlins. 62.19 mm waterproof plywood or equivalent metal gutter board that corrugated box gutter support fit onto it. 63. Corrugated box gutter support 64. Both sides flashing to protect the building from overlapping of water. 65. Sump to collect water not to get accumulated on the roofing area. 66. RWH rain water head to support the down pipe and prevent from over flow of water. 67. down pipe 68. Steel battens is bolted to celling joist and provide support for the celling plasterboards 69. RS1 roof sheeting,Versiclad 75mm R2.6 ‘Spacemaker’ structural , consist of a steel plate that insulation sits on it and then the corrugated roof sheet sits on it ,together make the panel. 70. Batten insulations between the ceiling joists as thermal insulations 71. Echo panel, that are recycle plastics and make graded and compressed so to form aquatic insulation under the plasterboards. 72. Parapet lining MC2 Lysaght Trimdeck metal cladding, 0.42mm BMT 73. Solar panels
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17.10 mm thick Ableflex expansion joint to be used at the connection edge of the precast column and the pad footing to avoid to prevent the cracking of the column if the expansion or shrinkage of the concrete happens. 18. Dowels 8 N20 are casted into the footing and projected 1000 mm out and are cogged at the end into the footing to create more bonding and stronger connection between the footing and the column. 19. Grout duct, 50 mm in diameter PVC grout duct filled with flowable concrete is designed around the dowel to create more bonding agent between the precast column and the pad footing. 20. PC1 precast column chamfered on the exposed edges (to avoid cracking if the load hits) is brought by crane and sit on the dowels. There are 20 mm in diameter props inserted into the column as it is needed temporarily to provide stability. 21.8 N24 reinforcement bars and round ties or ligatures at 250 cts around the bars to provide the resistance against the sheer force and bending resistance of the corbel and the precast concrete.
45.70mm fully grouted cavity wall: reinforcing starter bars at 400cts are cast into the slab vertically, and create Extra rigidity to prevent the wall from tipping over and also to line up the concrete blocks. 46. Horizontal reinforcement bars to resist the tensile stress of the system 47.190 core filled block work and 90 concrete block as the external block work and provide weep holes to the external Blockwork wall. 48.20 mm thk R2.4 foil board insulation, wall board cavity, install with recommended spacers to protect against Thermal loss. 49. Flashing Membrane to provide moisture barrier and keep the water away of the structure. 50. Lintel beam to support the load of the window from load of the above. 51. Folded colorbond sheet as window sill of pop out window. To keep the water out of the building. 52.10 shelf plate to connect the window to the steel beam by bolts and support flashing of the window. 53.20 mm thermal break rigid insulation under capping folded colorbond sheet and above the shelf plate. 54. FC1and FC2 are 150 PFC that are fascia column to frame the facade of the building and provide support for cladding.so it is Connected to precast beam via angle cleat 55. G1 and G2 Cold form C 100 Grits that are horizontal structural element in the on the external frame wall and provide Lateral support the wind loads. 56. Window sills. To divert the water out of the building. Has a slope 57. FA1 PFC as cap beam of the girts just under the capping. 58. Folded MC1Colourbond Monument thin steel plate as capping of the parapet wall to protect the girts and facia column from water Getting in. 59. Timber ply to create extra rigidity under the capping and give support to the capping. Also save steel material. 60. Wall Cladding, MC1, Cor-ten Colour natural finish cladding. They are usually rain screen as well. They are pined to the girts.
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PRECAST CONCRETE COLUMN
36. DR1 and DR2 (SHS 75x75x4.0) dropper, connected to the hollow core slab with bearing plate and bolt to form bulk head HVAC 37. CJ1 and CJ2 are F17 KDHZ timber as the beam of the bulk head suspended celling connected to the dropper with Cleat plate and bolts. 38. Bulk head celling joist 39. RB1 PFC 380x100 beam to support the roof load and has a fillet weld plate on the side to connect to RB2 And with plate and bolts is connected to precast column PC1. 40. RB2 Engineered beam laminated glulam, beam is bolted to RB1, and so they are to carry the load of the roof. 41. PU1 Hyjoist at 900 cts they are ceiling joists to support the load of the roof and transfer it to the roof beams. 42. Packers over top of the pu1 as required to shape the pitch of the roof. 43. RA1 roof rafters to support the load of the roof 44. Purlins to create extra support for the roof as in lateral loads and create connection to the roof sheeting.
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SOODABEH HASHEMI (SOODI) 761448 Construction Design Axonometric Drawing section J Tutorial 13/Ben Shields March 2017