Daniel Palmer/0palmd78/ARC401d) The primary function of a foundation is strength and stability. The total loads on a build...
Daniel Palmer/0palmd78/ARC401e) One of the main functional requirements of a roof is to resist the passage of heat to the ...
Daniel Palmer/0palmd78/ARC401f) The functional requirements for a floor separating a flat are fire safety and acoustic dam...
Daniel Palmer/0palmd78/ARC401g) I will aim to create a warehouse structure primarily for hardwearing retail use such as “B...
Daniel Palmer/0palmd78/ARC401                                -5-
Daniel Palmer/0palmd78/ARC401                                -6-
Daniel Palmer/0palmd78/ARC401Bibliography(Emmitt and Gorse, 2010A) Emmitt S and Gorse C, 2010; Barry’s introduction to con...
Upcoming SlideShare
Loading in …5

Pct assignment


Published on

  • Be the first to comment

  • Be the first to like this

No Downloads
Total views
On SlideShare
From Embeds
Number of Embeds
Embeds 0
No embeds

No notes for slide

Pct assignment

  1. 1. Daniel Palmer/0palmd78/ARC401d) The primary function of a foundation is strength and stability. The total loads on a building should betransmitted to the ground without causing damage to the building. So the foundations must be designed andconstructed to resist any movement, either settlement or heave and it must be limited and uniform under thewhole of the building. (Emmitt and Gorse, 2010A p.38)The suitability to carry loads will vary and the soil types are poor in this construction location e.g. silt, sandyclay and soft clay which are vulnerable to settlement. (Bird V, 2011A). If loads exceed 30kN/metre in theseground conditions, strip foundations would not be suitable. (BR Part A) The construction is for 3-storey flats, sothe load could be quite excessive from both imposed and dead loads from the people, weather and theconstruction. A reinforced concrete raft foundation must be used where loads imposed on the soil must belimited due to poor ground conditions. This foundation uses concrete placed under the whole of the buildingand is designed to distribute the loads evenly over the whole raft and will therefore reduce the level ofsettlement. (Emmitt and Gorse, 2010A p.61). There are three different types of raft foundation, but the solidslab foundation will be sufficient for this construction under the conditions because it has a concrete base ofequal thickness and is used when the soil is poor and with uneven bearing capacity. (Emmitt and Gorse, 2010Bp.93). It is encouraged to use an extended toe to carry the brickwork on the exterior of the building to hide theconcrete raft and start brickwork below ground level. These toes will be next to the downstand beams whichare used to add rigidity and stability to the raft under the load-carrying walls. (Emmitt and Gorse, 2010B p.94).A suspended floor will not be necessary with the conditions present because it will inhibit the stability of thefloor and will not settle uniformly with the raft foundation which will cause cracks. A 100mm layer of tightlycompacted hardcore is necessary under the raft to support the concrete floor and raise it high enough aboveground level to hinder dampness from penetrating the interior of the building. (Autonopedia.org). A 50mmlayer of concrete blinding will be placed on top of the hardcore to provide a flat base for the steelreinforcements. These will need to run perpendicularly to each other to strengthen and stabilise the raft andprotect against tensile and compressive forces that may occur. (Lecture notes A 2012). Then, concrete ispoured between the reinforcements to a depth of 200mm at the centre of the raft and 300mm where theedge requires to be thickened for the load-carrying walls. A Damp Proof Membrane is placed on top of theconcrete raft foundation and up the interior wall to a height of at least 150mm above exterior ground level toprevent damp rising from the concrete. The DPM will be folded into the interior wall on top of the DPC in theblock wall to prevent any gaps for damp to get through. Rigid board insulation must be placed on top of theconcrete raft to a depth of 80mm and must also run up the side of the wall to prevent cold-bridging. A 65mmlayer of sand-cement screed is to be put on top of the insulation to provide a finished floor surface. (Emmittand Gorse, 2010A p.65). A sloping concrete layer should be placed at the bottom of the cavity to force waterout of the building rather than inside. The floor will not require any other layers because all the functions havebeen addressed and economically considered. -1-
  2. 2. Daniel Palmer/0palmd78/ARC401e) One of the main functional requirements of a roof is to resist the passage of heat to the outside. (Emmittand Gorse, 2010A p.302). In a cold roof, the insulation is placed at ceiling level, either between or below theceiling joists or roof rafters. (RIBA p.20). This means that when the rest of the house is heated, the roof willremain colder because the insulation is preventing the movement of air. Condensation is an issue that needsto be addressed with cold roofs because it occurs when warm moist air comes into contact with a cold surfaceor a space where the temperature is below the dew point and the water vapour condenses to moisture. (BirdV, 2011B). There are three solutions to controlling condensation: Prevent vapour entering structure, allowwater vapour to escape and create ventilation.Adequate provision must be made to prevent excessive condensation in a roof, (BR Part F) so this issue mustbe addressed when constructing roofs. To prevent this from happening in cold roofs where the insulation is atceiling level, an impermeable vapour control layer is placed on the warm side of the ventilation to limit theamount of vapour entering the structure. A vapour permeable membrane is placed on the cold side of theinsulation to allow vapour to escape. There should be cross-ventilation of the eaves to limit water vapour. Aventilated space must be provided between the insulation in the rafters and the underside of an underlay ahigh water vapour resistance (greater than 50MNs/g) to a depth of 50mm through the eaves and the ridge.(Roofing technical review RIBA). Inadequate ventilation will mean moist air cannot escape and condensationcan occur. (Homes in Havering, pdf p.7). It is important, however, not to over ventilate a property as it willdiminish the effects of air-tightness.In a warm roof, the thermal insulation is fixed between the rafters and on the battens above the rafters of thepitched roof which will allow the roof space to be heated by the rest of the house. The insulation should beplaced without any gaps and continuous up the cavity, over the eaves and on top of the ceiling to help preventcold-bridging which will encourage condensation. The underlay should be placed under the counter battensand must comprise a vapour permeable membrane to allow water vapour to escape. (RIBA). For this warmroof I would use a low vapour resistant underlay such as “Permo Forte” (Klober.co.uk) which is BBA (BritishBoard of Agreement) approved for creating no ventilation paths. The ventilation will be sufficient under andaround the tiles. There should also be a vapour control layer behind the plasterboard to prevent condensationon the inside of the roof. If the permeability of this layer is likely to lessen over time then ventilating betweenthe underlay and roof covering should be considered. (RIBA).The warm roof construction differs with a cold roof construction in a few ways. The warm roof doesn’t needventilating if there is a low vapour resistance underlay above the insulation as vapour will be able to escapefrom the inside. The insulation placement differs in a warm roof construction to allow the roof to be heated.Thus, the condensation patterns will be different due to the location of the insulation membranes thatresist/not resist vapour. -2-
  3. 3. Daniel Palmer/0palmd78/ARC401f) The functional requirements for a floor separating a flat are fire safety and acoustic dampening. (Emmitt andGorse, 2010A p.119). High-density concrete transmits less sound than timber floors and can be used toprevent spread of fire, so this will be the base of my design. Generally, the materials used to create a soundprotected floor will be a suitable fire resistant barrier. (Lecture notes B 2012).There are 3 main ways of separating a floor that comply under building regulations part E. An effective floortype in use for flats is a floating floor where the floating layer is on top of a resilient layer which is placed uponan off-situ low-density concrete base. The resistance to sound depends on the density of the concrete and thetype and isolation of the floating floor used. Each floor type requires a different ceiling treatment which canaffect the level of sound-proofing. For this floor separation, timber battens will suffice as insulation and sound-proofing will be provided in the concrete base and floating layer. For this type of floor, joists should only befixed to the surrounding walls as these will be load-carrying and must deflect some of the loading. (BR Part E).There should be a clearance of at least 100mm between the top of the plasterboard forming the ceiling andthe underside of the base floor to allow space for the insulation. (BR Part E 3.19). The minimum density of thisinsulation has to be 10kg/m³ so mineral wool will be suitable. (BR Part E). The plasterboard should be fixed tothe timber battens in the ceiling to act as dampeners and to increase the strength. The floating floor on top ofthe concrete consists of a floating layer and a resilient layer. For this floor, a sand cement screed should beused for the floating layer and the resilient layer consists of mineral wool with thickness 25mm. (BR Part E3.65). The floating layer will not provide any noticeable sound-dampening and is mainly used as a floor finish,whereas the resilient layer is designed to act as a sound barrier.This is constructed different to the first floor in a single domestic house because they are usually made oftimber which is not needed to be as sound insulating as in a block of flats. The timber joists have to bebetween 38-75mm thick and have support from the walls or beams placed on wall plates on top of theblockwork and strutting is used to prevent twisting. Approved document A recommends the use of straps orjoist hangers to provide lateral support for walls and transfer the horizontal forces to the floor. (Emmitt andGorse, 2010A p.202). Insulation can be placed in the floor joists like the flats to create a barrier for sound andheat.The junction between the first floor and external wall will require the same floor used in “a”. The external wallwill be masonry with a cavity to provide space for insulation and barriers that may be needed from the flatbelow. The cavity needs to be fully filled where the concrete sits on top of the blockwork and a cavity barriershould be used to prevent sound transmission and spread of fire. This sound transmission reduction measureis not required in a single domestic house. Cavity closers are not required at every level of a house but aresometimes used at eaves level at the roof. The masonry inner leaf of an external cavity wall should have amass per unit area of at least 120kg/m² to able to support the concrete floor and transfer the loads safely. Theoff-situ concrete base block should carry through to more than 300mm from the side of the wall.The junction between the floor and an internal wall backing onto another flat will be described using the samefloor used in “a”. Dense blockwork will be used for the internal walls as this is an acceptable sound insulatorand more economical than other choices such as cavity masonry or independent panels. The concrete floorshould not be continuous through a separating wall and should be filled to prevent sound transmission fromflats below. (BR Part E 3.84). Gaps should always be filled with perimeter sealant in domestic houses and flatsto prevent sound transmission. Wall plates are not required in domestic houses if the inner walls areconstructed of timber. -3-
  4. 4. Daniel Palmer/0palmd78/ARC401g) I will aim to create a warehouse structure primarily for hardwearing retail use such as “B&Q” or “Halfords”.As soil type is still poor with uneven bearing capacity, the foundation will have to remain a raft. If there werefirmer soils below I would consider using pile foundations as this could be more economical and effective. I amgoing to use a long span portal frame of height 15m as the main structure of my warehouse because it is amore economical alternative to lattice truss and lattice beam roofs and it reduces the volume of roof spacethat has to be heated. (Barry’s Advanced p.173). The functional requirements of framed structures arestrength and stability, durability and fire safety. (Barry’s Advanced p.161). Steel rolled into an “I” shape will beused as it is the most effective for strength and stability and has good compressive and tensile strength andstrength-to-weight ratio. Steel will corrode easily when exposed to air and moisture, so it will be coated withzinc to inhibit the rust and will only require minimal maintenance. For shops and commercial structural roofsthat form floors must have a minimum fire resistance of 60 minutes if the height is between 5-18m. (ODPM,2002 B, Appendix A, Table A2). Elements of the structure that give support or stability to another element ofthe building must have no less fire resistance than the other supporting elements. (Barry’s Advanced p.163).The pitched roof of the portal frame will be as low as possible (5-10°) to reduce the spread of the knee. Thespan of this structure is going to be 30m which is classified as medium span, and allows the ridge to be formedon site for convenience sake. (Barry’s Advanced p.173). I will put a masonry wall around the perimeter of thesite for aesthetics and security. Bracing in the form of rafter bracing and sheeting rails is needed on the roofand walls of the structure to stabilise the frames and offer resistance to the wind. I will also fix purlins acrossthe rafters and sheeting rails to provide support and fixing for roof and wall cladding and insulation. (Emmittand Gorse, 2010B p.182). I will use galvanised Zed section purlins with anti-sag bars on the roof to stop themtwisting during fixing of roof sheeting. Side rail struts will be used on the walls connected to the purlins toprovide strength against the sheeting.The functional requirements for roof and wall cladding are strength, weather protection, resistance to heat,freedom from maintenance and aesthetics. I will use profiled steel sheeting for the cladding because it can beattached to the structural frame to add strength and stability. The sheeting will be trapezoidal shaped becauseit can be attached to the zed purlins and can be more aesthetically pleasing than other profiles. The steel sheetcladding can resist the penetration of water if it is overlapped as it is impermeable to water and the side andend laps are designed to keep water out. (Emmitt and Gorse, 2010B p.208) However, steel can be prone tocorrosion, so I will give it protection with a zinc coating and finish it with polyvinal chloride which is notaffected by UV rays and gives it a long life expectancy. (Bird V, 2011C). The gutter and will also be steel,protected against corrosion and supported by steel brackets screwed to the eaves purlins whilst the ridge issecured to the steel cladding via the screws to the purlins in the roof. The wall cladding will be fixed verticallyat the columns for the weather functionality and the eaves need to be closed to prevent leakage.I will have a masonry brick and block wall 3m high built around the steel structure for increased security and achange in effect for aesthetics. I will install a window in the middle of every portal frame from 150mm off theground to the bottom of the steel cladding which will make the warehouse more open and inviting. -4-
  5. 5. Daniel Palmer/0palmd78/ARC401 -5-
  6. 6. Daniel Palmer/0palmd78/ARC401 -6-
  7. 7. Daniel Palmer/0palmd78/ARC401Bibliography(Emmitt and Gorse, 2010A) Emmitt S and Gorse C, 2010; Barry’s introduction to construction ofbuildings; Wiley-Blackwell(Emmitt and Gorse, 2010B) Emmitt S and Gorse C, 2010; Barry’s advanced construction of buildings;Wiley-Blackwell(Bird V, 2011A) Foundations 1 accessed at 28/11/12(Bird V, 2011B) Roofs and insulation accessed at 7/12/12(Bird V, 2011C) Industrial roofs accessed at 8/12/12(Lecture notes A 2012) Powerpoint and notes from lecture Ground and foundations V Bird 2012(Lecture notes B 2012) Powerpoint and notes from lecture Floors J Merriman 2012(RIBA) RIBA, Roofing technical review accessed at(BR Part E) Building Regulations Part E 2004; NBS; athttp://www.planningportal.gov.uk/uploads/br/BR_PDF_AD_E_2010.pdf accessed 6/12/12(ODPM, 2002 B, Appendix A, Table A2) Source taken from Emmitt and Gorse, 2010B p.164(BR Part A) Source taken from Emmitt and Gorse, 2010A p.51(BR Part F) Source taken from Emmitt and Gorse, 2010A p.351(Homes in Havering pdf) at http://www.homesinhavering.org/CHttpHandler.ashx?id=18387&p=0accessed 29/11/12(Klober.co.uk) 2010 athttp://www.klober.co.uk/products.php?productsID=81&products=Permo%AE%20forte, accessed2/12/12(Autonopedia.org) 2010 athttp://autonopedia.org/buildings_and_shelter/Rural_Building/Hardcore_Filling.html accessed at5/12/12 -7-