The Function Analysis System Technique Construction Essay

The component part Analysis System Technique Construction EssayI moderate been employed by the University of Salford as a befuddle management consultant. The University is considering innovationing a new expression call Clifford Whitworth program program program library expression 2(CWLB2) This new make entrust be identical to the existing Clifford Whitworth program library Building (CWLB1) and impart be attached to the north end of the conference centre building next to CWLB1 on an existing grassed atomic number 18a. The new Clifford withworth library building will be a mirror image of CWLB1 with regard to its horizontal cast and height dimensions.In this situation, the University is keen to maximise value or eliminating whatsoever unnecessary salutes on any new building projects when the received economic climate is given. It also wants an environmentally sustainable building which fuel obtain a gamy BREEAM evaluateThe picture in to a higher place show the modern Clifford Whitworth subroutine library existing building and the new proposed library building.Project brief for Task AIn this Task, I beat to produce a report such as value engine room digest of the existing CWLB 1 building and identified of functional components of the building with approximate appeal breakdown and 80/20 histogram, other than that, I confine to analyse the 4 major components such as cap, base and besiege etc. And detail analysis in have leveling intercellular substance of 1 major component, with ex deviseation and justification of criteria and alternatives.The cost plan show at the below is the cost for Clifford whitworth Library building 1 is 5,417,936.52. In this project, I have use BCIS analysis 21757, 22865 and 21620 to analyze the cost of element or worth per meter squargon for this specification material. In lieu of this I have used external quotations for a bend of the elements, and Spons Architectural Price Book 2010 for the balance.The Clifford Whitworth Library building 1 project taken in BCIS which located at Greater Manchester. The cost analysis will therefore need general adjustments for inflation and location factors. lump offer be dealt with by using a revenue stamp price . harmonise to the BCIS for Elemental analysis number 21757 in 2002, the cost per m2 for chapiter is 42.43 and the cost is 12,134, The Tender price value show the proposed project from the BCIS is 182(1Q2002) and the current is 209(4Q2010) .The variation factors be currently 91 for Greater Manchester and 107 for the Berkshire. All these information suffer be obtained from BCIS. Using the above information, the cost analysis contribute be adjusted as followsUpdated cost analysis = cost analyisis X current tender price index/regional price tender X Greater Manchester regional index/ Berkshire regional index= 42.43 X 209/182 X 91/107Revised Cost analysis = 41.44 x 5381.52 m2 = 223,010.19 spec for cost plan Clifford Whitworth Library Building 1Element specification1SubstructurePCC driven piles. concrete pile caps, ground beams and 150mm slab.2A contrivePCC columns punting upper stand firebrand/ quality supporting rafters.2B f number basesRC upper embellishs on permanent formwork.2C cover270m2 mono-pitched metal clad library cap 69m2 metal clad plywood decking on timber rafters. Langley cover to entrance (25m2). Aluminium rainwater pipes.2DSt songsDitto, basement to assist beautify2Eextraneous wallsRendered immobilise/ plosive walls larch Rainscreen cladding copy glazed aluminium curtain walling.2FWindows and external doorsDouble glazed pulverization coated aluminium windows. Oak panelled entrance doors aluminium louvred doors to plant room.2G national walls and partitionsBlock and metal stud partitions. PCC walls to lift and stairs 2No glazed timber lightwells to 1st pull down.2HInternal doorsAsh veneered flush doors.3AWall finishesPlaster and photographic emulsion high level acoustic panels.3BFloo r finishesVinyl sheet, tufted grummet pile carpet and non-slip ceramic tile floorings.3C chapiter finishesVeneer to behind of roof panels. Plasterboard, timber and other suspended ceilings.4FittingsFittings5ASanitary appliances ovalbumin vitreous china sanitaryware Doc M pack.5CDisposal installationsSoil and chase away pipes.5DWater installationsHot and refrige judge water services.5FSpace heating and air treatment burn out fired low temperature hot water of import heating. Air handling unit and VRV air conditioning.5GVentilating systemsExtract ventilation to toilets and kitchen. earthy ventilation.5HElectrical installationsElectric light and power. Emergency lighting.5JLift and conveyor installations10-person, 800kg 3 stops 0.75m/s5KProtective installationsLightning protection.5LCommunications installationsFire detection and alarm. CCTV, selective information and telephone cables PA.5MSpecial installationsRainwater harvesting BMS.5NBuilders work in confederationBuilders work in connecter with services.6ASite worksExcavation to cut down levels. Concrete block paviours.6BDrainageFoul and surface water drainage.6CExternal servicesGas, water, electricity mains. External lighting.7Preliminaries8% of remainder of squelch Sum (excluding Contingencies).8Contingencies4.41% of remainder of Contract Sum (excluding Preliminaries).HistogramThe Histogram for old Clifford Whitworth library building 1 show that the percentage from the element of the total cost of the building, the histogram show that the electrical installation cost the most in Clifford Withworth Library Building, they cost 9.54% of the total cost of the building, they cost 516,787.37. External walls are be second in the chart, they cost 9.33% of the total cost of the building, they cost 505,432.36. digit is the third highest in the chart, they cost 9.29% of the total cost of the building.The Fitting and furnishings are the net percentage of the Clifford Withworth library building 1, they cost o nly 0.11% of the ascorbic acid% of the building, they cost only 6,027.30, the Disposal Installation are the second lowest in the chart, they cost only 0.20% of the building, last but not least, Gas installation are the third lowest in the chart, they cost around 0.21 %The 4 major components i choose is roof, external wall, framce and upper floor. last Analysis System Technique (F.A.S.T. Diagram) in RoofAluminium tone of voiceMaterialPrecast coverRainProtect the buildingHeat, cheerfulnessAcquire medium BREEAM ratingSustainablyRoofHeatinsulation refrigeratingNoiseDurabilityCostLife Cycle CostAccording to the immobile diagram, roof most common material is Aluminium and formed cover, Steel and timber. Most of the Roof are normally protects against the rain, other than that, the roof also can protect the sunlight or heat and wind, the rating BREEAM for Sustainably will be medium. The insulation of the Roof is they can rule out the heat, cold and the noise.F.A.S.T. Diagram in Ext ernal wallRoofSupportCeilingAreaProtect the buildingExternal WallAcquire high BREEAM BuildingSustainablyNoiseInsulationDurabilityCostAccording to the FAST diagram, External wall use to support the Roof and ceiling, they also can protect the building area when external wall have installed. The rating BREEAM Building for the suitainably is high. They also have a advantages on the insulation, they can prevent the noise and windF.A.S.T. Diagram in FrameTimber strengthen concretematerialSteel edificeFrameFast effective in fire resistancesustainable aspirationeasiernavigation stay freshAccording to the FAST diagram, Frame most common material is Timber, fortify concrete and steel, install are very fast in construction process, they are very full in sustainable and last but not least, general anatomy also can make the easier to navigate and the frame also can make it easier to design and maintain your site.F.A.S.T Diagram in upper floor.Timberreinforced ConcreteMaterialSteel pop offIn sulation fastness floorFastConstructionGood in fire resistanceSustainableAccording to the FAST diagram, Upper floor most common material is timber, reenforce concrete and steel, Upper floor are very good insulation in Sound, the Upper floor are very fast in construction process, they are very good in fire resistance and sustainable.Combined Scoring matrix in the external wallCritiria Combined matrixAinitial CostA2BMaintenance CostA4B3A3CAestheticsB2A2D3B2A3DInsulation propertiesE2B3D2F2ETime for constructionD2E2FDurabilityGGFEDCBAExterior wall AlternativesRaw score( )( 2 )( 2+2 )( 2+2+3 )(0)(3+2+2+3)(2+4+3++2+3)24701014Analysis matrixWeight of importance (1-10)13517101Glazed curtain wall23341147291547103Metal panel23331256291537204Solid concrete block wall32424389362022830According to the combined scaling matrix, we are concerned much on the cost and condemnation instead of design in Clifford Whitworth library building 1, the combined scoring matrix show that which type of the e xternal wall is the best alternative for the new proposal building in term of the criteria matrix, In the end, the brick and block wall are the best choice for alternative to proposed the new Clifford whitworth library building with a score of 89 points.Project brief for labor movement 2In this report, we have to do the new proposal for the 4 components which selected in task 1 to improve the quality and cost of the building to propose the new Clifford Whitworth Library Building with explanation, structure and presentation. The 4 major components to propose the new building is roof, external wall, frame and upper floor.RoofReinforced concrete are the best choice for the new Clifford Whitworth Library building, they are construct in the similar way as reinforced concrete floors beam and insitu cast concrete slab. Roofs are normally to support the self weight of the roof together with loading from heat, snow and rain, the roof also can prevent the wind pressure as well. The concrete roofs are normally constructed in flat roof, and library has no enquiry to construct in flat roof.R.Greeno (2007) stated that The Strength for the reinforced concrete itself has compressive strength. The crushing strength of normal concrete will depend on its composition. The concrete are normally weak in tension, its strength in this respect being only one fourteenth to one eighth of its compressive strength.WallAccording to the Combined scoring matrix, square concrete block wall are the best choice to proposed the new building. A solid concrete block wall is the filled solid with concrete and lightweight concrete blocks. As different to produce a concrete wall where the wall must be created from wood and poured with concrete, then the forms have to be removed, then the concrete block wall can be constructed more fast and easier because of the material construction.The solid concrete block wall have many advantages such as the wall is very solid in sustainable, other than that , they can over a formed and poured concrete wall. When the concrete walls formed, the wooden form built from plywood have been constructed, they are unendingly subject to misalignment, even after they have been squared and leveled, because of the flexible personality of the wood.The solid concrete block walls are good in auditory sensation insulation. which means the solid concrete block walls are fit to construct in the library . the solid concrete block wall are good in fire resistant, which means the building not slow to get burnt.FrameFrame most common material is Timber, Reinforced concrete and steel, but steel framed are the most suitable frame structured for the new building, the designed for steel framed is the connection between the separated member treated as either non-rigid or fully rigid joints.Steel are made under manufacturing plant conditions are subject to british standards. The strength of a steel frame is controlled and established during manufacture. On fir e resistance, steel frame have no doubt with the fire resistance, but the still will get weaker in strength when the temperature hit 299 Celsius above. In construction process, still frame can reduced up to 50% compare to the traditional methods, in this result, steel frame can reduces cost during construction process.Steel frames can cash in ones chips straight, but the timber only can move and warp, twist and rebound during and after construction. This considerably reduces in progress maintenance, as there are less call backs for things like plasterboard cracking or anatomy popping.Steel physical body can duo long distances, allowing greater design flexibility. Interior walls can be placed without load-bearing considerations compared to timber framing and other framing.Upper floorLast but not least, Concrete Upper floor is my best options to propose the library because they are good in sound insulation between floor to floor, Concrete Upper floor also good in fire resistant, they can ranging for half and hour to 1 hour depend on the floor type.The concrete upper floor have a good quality, the concrete floor can be act as a thermal keep which can reduce in the heating price especially the floor heating systems are used. The precast concrete floor can embroil longer than timber floor, the precast concrete can small span up to 4.6 m in one- way span.Referencinghttp//www.ehow.com/about_6522371_advantages-solid-concrete-block-wall.html