1.Gustavo Hernandez O.PORTFOLIO 2013

2. 10 up1 11up11 up 47 2 83up11 5 9upup up 6 11 9 1. main entrance REFERENCE DETAILS 2. foyer 3. dining room 4. kitchen/breakfast 5. family room 6. entertaiment 7. office 8. games room/bar 9. gym/office spaceGF 10. garage/staff 11. storageTHE BUILDING AND INTEGRATED SITE PLANNING ARE A CONTEMPORARYINTERPRETATION OF TRADITIONAL FORM WHICH UTILISES TRIED AND TESTEDPHYSICAL ELEMENTS TO PROMOTE SUSTAINABLE LIVING IN SUB-TROPICALCLIMATES. THE RECTILINEAR FORM, ARTICULATED BY THE ARCHITECTURALINTERPLAY OF STRONG ROOF FORMS OVER LIGHTER STRUCTURE, OFFERSNATURAL DAYLIGHTING, VENTILATION AND SPATIAL EFFICIENCY WITHIN ASERIES OF LINKED PAVILIONS DESIGNED TO WITHSTAND CLIMATIC FORCE.PHYSICAL AND VISUAL INTERIOR/EXTERIOR TRANSITIONS FORM A SYNERGISTICRELATIONSHIP BETWEEN THE HOUSE AND THE DRAMA OF THE NATURALENVIRONMENT.BAHAMAS HOUSE WEST BAY OCEAN FRONTMAIN BUILDING PROVIDES FAMILY RESIDENCE WITH DIRECT LINKS TO ADJACENTBUILDINGS & INTIMATE LANDSCAPED COURTYARDS; PLANNED TO CAPTURE NEARAND DISTANT PANORAMIC VIEWS TO BEACH FRONTAGE AND OCEANWITHIN THE FRONTAGE EXPANSIVE OPEN LANDSCAPED GROUNDS CREATE ASENSE OF PLACE, IMPROVE ASPECT AND AID NATURAL SURVEILLANCE OVERTHE CENTRE SITE AREAELEVATIONS 3. 9 THE LIVING SPACES OF THE PAVILLION, SITUATED ADJACENT THE MAIN FAMILY HOUSE, PROVIDES INTERIOR &9EXTERIOR ENTERTAINING AREAS TO POOLSIDE FOR LARGER PARTIES THE RAISED LEVEL CONTEMPORARYup INTERIOR ENJOYS UNOBSTRUCTED ASPECT TO INNER SITE GARDENS AND 11OCEANup 4 10up7 7 7 1 2 310 11 up 8upup51. foyer 2. master bedroom 3. master bathroom up4. dressing room 5. jacuzziup10 6. living room 116 7. bedrooms8 8. guest apartments 119. staff accommodation 10. stairs 11. deckREFERENCE DETAILS1FBAHAMAS HOUSEWEST BAY OCEAN FRONT SECTIONSEXPANSIVE GLAZING INCORPORATED TO HABITABLE ROOMS IN THE MAIN HOUSE AND GUEST SUITES PROVIDES OPEN PANORAMIC ASPECTS TO THENORTH THAT INCREASES INTERIOR/EXTERIOR CONNECTIVITY AND IS A KEY ATTRIBUTE OF THE SCHEME. EMPLOYEE ACCOMMODATION, AND SECONDARYOUTLOOKS FOR SECURITYTHE USE OF NATURAL MATERIALS FOR UPPER LEVEL ROOFING, TIMBER CLADDING AND GLAZING CONTRASTS WITH THE GROUND LEVEL PLINTH OFDRESSED STONE AND LIGHT STUCCO TO WALLS AND COLUMNAR SECTIONS. MATERIAL CHANGES ARE USED TO HARMONISE AND EMPHASIS CREATINGELEMENTAL VARIATION ACROSS ELEVATIONAL PLANES.BUILDING DESIGNED TO PROVIDE SELF-CONTAINED GUEST APARTMENTS WITH HOME OFFICE & STORAGE AREAS; VIEWS OF OCEAN FRONTAGE AT FIRSTFLOOR LEVEL. DECK ACCESS LINKS DIRECT TO DEDICATEDCOURTYARD ENTRANCE OR ACCESS VIA LIFT FROM MAIN HOUSE. BUILDING ORIENTATION ALSOOFFERS LOCAL ASPECTS AND ACCESS TO SIDE GARDENS AND INTIMATE, LANDSCAPED COURTYARD 4. Further coour permisPartnershipany use mfor which t All buildin 0 to topogra 44.5 Read with 0 45.2 745.03 44.4KEY 47.26 4 4Apro x TreeHeigh t 52.30m 1 46.4 45.5 847.35 VELS LE7 EAVE .0248.24847.8 3RIDGE LEVE 51.33L90mt 48.5e Heigh x HedgApro0 48.5 3 47.647.4 6 47.0146.40THE COBBLES 6 46.20 045.646.1 048.8048.4 7 47.9 46.0128 853.5 L8 LEVE 48.6GE9RID48.98 47.8546.3 1 349.448.2 .00m 2at 61 Heighx Tree6Apro 48.15147.3 9 48.6 47.3 046.7 348.2 5m 0.1 Dia 749.4 849.4 1 47.4 6 47.3 1 47.3er Conif 5m Dia 0.2 .13mt 66 Heighx Tree Apro 1 50.0er 4 Conif 0m 48.4Dia0.7 1 49.12 50.0 5er 47.4Conif 0m 0.4 3 Dia48.9 9 47.5647.49 50.06163 L59LEVE GE9 1 RID60.948.1 OUTLI 65255.5 VEL S LE67 EAVERev B 14.04.059 50.5 49.9 RevA 01.04.0 bin 649.2 bin bin3 50.0 7 bin49.0 748.6 bin VELL7 S LE LEVE48.2EAVERIDGE2 5 56.258.8 SUTTER Ground Floor & Site Plan69bPARTNERSH 49.94 49.94 49.356969aA R C H I T E CAlton HouseClient Sand 77 4749.3 48.348.9 1 83 ProjectMIXED 48.6 3Care H61-67 9 48.4 710Sutton 49.5 ifer Con06 49.148.48 50.0 49.3 6 Con iferStage Sche250.15 49.7 49.2548.946m .248.71t 62Drawing49.5948.89 Heigh 48.50Tree 48.66 Propo49.18x 48.81Apro48.4549.5649.09 48.53Drop Kerb Drop Kerb 50.0048.36 Groun49.50 Drop Kerb Drop Kerb 49.96Drop Kerb 48.28 Layou 49.87 48.2648.15 b48.92p Ker49.22Drop Kerb 48.7348.2449.66 48.55Drop Kerb48.17 48.05 48.13 50.04Drop KerbDrop Kerb48.30 48.09 Scale Job 1:250 86 Drop Kerb 49.14 48.88 Drop Kerb47.99 49.5648.61 49.25 48.89 Drop Kerb 48.6448.0749.65 48.43 48.96 Drop Kerb Notes:Drop Kerb48.6948.46 48.2148.0249.28 49.94Drop Kerb 47.901. This drawing49.69 48.57 drawing may50.02 Drop Kerb2. This drawing48.2548.14 3.47.97 proposaThis 50.06 48.35Drop KerbDrop Kerb prepared by 4. This proposa47.92 5. This proposa 47.81 PENNS 48.39Sandstone G 48.15 48.02whole in any48.26 Partnership LANEDrop Kerb 6. This proposaother than st48.2848.08tender or pro 48.1047.85 Drop Kerb48.2347.98Houses -East Elevation Houses - North Elevation The external appearance of the buildings has been carefully designed to offer found in the existing residential architecture. The traditional architectural form variation in roof lines, set-backs and projections that echo the local variation of pitched tiled roofing and brick with stucco elevations and simple proportional openings draws reference from the scale and detailing of buildings of merit in Variation in roofs, elevations and architectural elements add visual interest and rhythm breaking down the whole to human scale elements. This is achieved without compromise to the efficiency of internal operational practicalities asHEALTH CARE & RESIDENTIALMIXED USE DEVELOPMENT demonstrated by the internal layouts.Houses - South ElevationHouses -West Elevation the locality. 5. Care Home - West Elevation MIXED USE DEVELOPMENTHEALTH CARE & RESIDENTIALCommunal areas The internal environment has been planned out to offer residents generous, high standard living conditions acrossOperational areasboth communal and private accommodation within a legible environment that meets a range of needs. IndividualBedrooms accommodation is sited to offer pleasant views in the main over peaceful, inner garden areas. Clusters of com-WC & Services munal space and activity within the central areas offer a more lively atmosphere.Circulation Ground Floor Second FloorThird FloorQuieter seating and leisure areas interspersed throughout the buildling offer rest points and a more intimateenvironment close to residential units. Main communal facilities, themselves areas of activity, will be centredalong the frontage and across the ground floor of the link building with multiple entrances to external privategardens and terraces and aspected towards the active frontage only at upper levels.Care Home - East Elevation 6. Care Home - South ElevationMIXED USE DEVELOPMENTHEALTH CARE & RESIDENTIALThe 60 unit scheme set back from the road behind a generous frontage forms part of a mixed use development that uses toadvantage the natural features of the wide, deeply indented site. Local architecture of domestic scale dictates a low rise solutionand irregular footprint that responds to the topographical constraints. Generous space standards both externally and internallycombine with the contemporary design to offer a high quality living environment and promotes operational efficiency. Care Home - Section A-A Care Home - Section B-B 7. LIVING WALLS We considered broad environmental concerns of climate change, resource use and impact on wildlife, and balances these against the need for a high quality of life, and a safe and healthy internal environment. We covered sustainability issues such as: Energy Transport Water Ecology and land use Pollution Health and well being MaterialsURBAN REGENERATIONORPINGTON TOWN CENTREA contemporary, high density mixed use scheme for 80 residential units included 50% affordable units configured to meet the needs of the local community.The scheme consists of a 4-5 storey building orientated to make best use of the site area with new landscaping design which improves connectivity andamenity to contribute to legibility and a sense of place. Introducing a ground floor restaurant and shopping market with easy access to local amenitiestherefore less dependence on the car.Our main aim was to improve environmental performance through good design demonstrating sustainability credentials to planning authorities to assist asmooth passage through the planning process and increase the appeal for investment.The proposal minimises the environmental damage from the construction process using materials from sustainable sources in a more efficient way whichencourage their owners to live a more sustainable lifestyle. This creates less waste and also means the proposed development will have lower runningcosts through greater energy and water efficiency, and reduced maintenance as well as a healthy, comfortable and flexible internal environment. 8. The scheme demonstrates a positive achievement in terms of environmental design and brownfield urban regeneration utilising sustainabledesign and resources such as "green roofs" and "living walls" which extends the natural environment into urban areas taking up little space URBAN REGENERATION and bringing with it many benefits:ORPINGTON TOWN CENTRE Interior temperature regulation and reduction of energy consumption Enhancement of photovoltaic performance Faade protection, extended life of the waterproofing and stormwater management Cooler cities and increase of quality of life Noise reduction GREEN ROOF STRUCTUREPlants remove atmospheric carbon dioxide and emit oxygen during photosynthesis PICTORIAL MEADOWSand also release water vapour by evaporation or transpiration to humidify the air, GREEN ROOF SEED MIXand remove airborne particulate pollutants. Plants are key in the drive for good GREEN ESTATE GREEN ROOFsustainable practice.SUBSTRATEA provision of natural areas for wildlife can be sustained through the use of greenFILTER LAYERroofs; viewed as complementary to the maintenance of green corridors for flora DRAINAGE LAYERand fauna within an urban setting. For certain species, green roofs could providehabitat stepping-stones in the city environment where any protected habitat is PROTECTION MATbecoming increasingly island-like in nature. Also, by careful plant selection and/ WATERPROOF MEMBRANEor inclusion of brown roof space, timber and stone they can also be constructedto encourage the colonisation of selected plant and animal species, and provideINSULATIONperching and nesting places for birds. VAPOUR CONTRIOL LAYER PLYWOOD DECK 9. 23Steel frame and mesh supporting wallplanting: 23aLightweight frame adjacentbrick wall.Suggested Solanum crispum andClematis Armandii Listed grade II Off i es c disabled parking12sqmTerraced rearsolargardensExisting treespanels set rear gardenretainedbelowEnclosure tree plantingparapetsuggestedheight toSorbus cashmirianaf l t roofawith compact deck Existingsectionevergreen hedging sycamoreinclined nominal 1.8m high retained &southlightly pruned 1 s 2 34 5 6cbin1.3m high dining store glass roof lghti showersolartimber roof6x 3 Storey terraced house unitspaneldeck (f l t roof) acloakroom 4sqm solar panel inclined southrear gardendis w.c.liftcycleskitchen green roof deck bins New holly hedge 2m high Off i es c at planting Landscaped banking atc st. 3 storeyrear of site to provide soft traditional formvisual back stop with bedroom 3bedroom 2 with pitched roof existing and mixed tree dining studyTerraced front gardens with shrubs plantingparking and access suggested 3 no. hornbeam and rhodadendron bathroom en suite bath bathroomcloakroomparking9.778 cyclesliving 9.80kitchenbedroom 1 10.394 10.96011.551 12.20 12.914 13.6014.7015.50Off i e buildings traditional formcand scale with pitched roof to Planting strip consistingcontribute to street setting.of ground cover selected Residential frontage structural tree planting in combination Contemporary residential terraced housing , f l t roof i g incorporatinga n bins shrubs and columnar or with site-wide landscaping (see arboriculturist detail proposals)proprietary green roof. Central deck area enclosed by glazed compact trees, suggested provides signif i ant sustainable envireonmental improvement.cbalustrade set back from parapet building perimeter with provision ofroof form, eaves level ridge heightChamaecyparis thyoideswith similar elevational materialsSuggested Magnolia grandif l ra and Gleditsia tricanthos alternatingosolar heating panels below parapet level. Rear glazed low prof ie l or Amelanchier lamarckii across frontage with selected evergreen shrubs and ground coverroof light housing with sliding roof section gives access to deck balconybalconyreference No. 21-22 to reinforce by amenity space. Rainwater harvesting system incorporatedcontrast the architectural characterand detailing of No. 23 1F2F 3F The development provides six three-bedroom town houses (130sqm/each) with accommodation set over three floors,MIXED USE DEVELOPMENT HIGH WYCOMBE visually configured to read as a group of three villas. The dwellings will comfortably accommodate a family. However, itRESIDENTAIL & OFFICEUK is anticipated that their contemporary design and adaptive layouts will appeal to a wider range of occupants. The dwellings have been designed to enjoy a variety of amenity space. Private rear gardens are sized between 35sqm and 130sqm. Additionally each dwelling will have two balconies, a roof terrace with green roof and a front garden that will act as defensible space. The proposal aims to preserve and enhance the historical significance of the adjoining listed buildings and contribute to the character of the Conservation Area, reason why the elevational design of the office building is configured to 25 harmonise with the existing streetscene and listed buildings along the primary active frontage. A traditional design approach, which complements adjoining buildings in commercial usage, has been employed which extends the existing terrace up to the junction with and around the corner.26 10. Eaves level 16.814m Eaves level 20.227m Ridge level 22.093m23 boundary 1.8m compact evergreen hedge screening simple metal railing over brick9 wall earth retaining to accommodate terracing .022 change in level and selected trees rear gardens laid to lawn with small 23a timber deck area0 selected small-medium trees and shrub planting .8 .216 20 B plant screening 2 storey boundary wall, green2 .2 wall selected evergreen planting trained over 20 TOW = 13.799m lightweight metal frame supporting mesh.Listed grade IIClimbing wall planting along boundary to screenOff i escboundary wall for visual amenity and environmental improvement, suggestedTOW = 12.955mSolanum crispum and Clematis Armandii72m = 13.1TOW Existing trees retained disabled parking9.65A Off i es 3-storey ctotal 596.50 sqm GIAADesigned to offer f l xible provision eof accommodation, for either singlerear garden Enclosure tree planting suggested 11.60 11.7012.80 13.00 14.10 14.20occupier, subdivided into seperate Sorbus cashmiriana with compactf l ors or part f l or areaso oevergreen hedging nominal 1.8m high provision of seconddeck entrance for futureExisting sycamore f l xibility eoff i e parkingc retained & lightlypruned9.601 2 3 4off i e wastecs56Provision for c2 x 1100L eurobinsbindining storeshowerdatum level datum leveldatum level datum level datum leveldatum level+ 11.70 + 11.70+ 13.00 + 13.00 + 14.20+ 14.209.75 +9.75cloakroomease of accessibilityCycle store.internal secure storage lift Bike rack storagecycles cupboard for min.dis w.c. kitchen2 bikesstorage cupboard forLift, wc and shower with full disability access 2x140L wheeled binsbinswith space over for sacrecyclable storage Vehicular drive at max 1:12 gradient provides access to off i es, parkingc Off i es c and service area 4.5m 11.50parking9.778 drainage pavement channel9.80 10.394 10.960 11.551 12.20 12.91413.60 14.7016.0015.50 Planting strip consisting of ground cover1.2m pedestrian walkwayB Terraced front gardens step down across site frontage with selectedLandscaped banking at rear of site to selected shrubs and columnar or compactResidential frontage structural tree planting in combination provide soft visual back stop withwith site-wide landscaping (see arboriculturist detail proposals)surfaces and planting providing trees, suggested Chamaecyparis thyoides approximately 75% permeable surface existing and mixed tree with shrubs or Amelanchier lamarckii provides signif i ant sustainable environmental improvement.cplanting suggested 3 no. hornbeam andSuggested Magnolia grandif l ra and Gleditsia tricanthos alternatingoarea. rhodadendronacross frontage with selected evergreen shrubs and ground coverBoundary brick enclosing earth retaining terrace within garden frontageReinstatement of selected semi mature 1.2 wide paved pedestrian entrancemixed tree & shrubs to provide path with levels and gradient adjustedlandscape frontage and rear landscape to accommodate ambulant and mobilityback drop impaired users with barrier free entrance thresholds. 2.4m wide parking bay with permeable surface. Low level light bollards at head of bay. Parking provision allows transfer space for the mobility impaired.MIXED USE DEVELOPMENT HIGH WYCOMBE Parking limited to 1 bay per householdRESIDENTAIL & OFFICEUK with enclosing 350 high clad, concrete retaining wall with step level change to planting strip 1.8m wide planting strip with shrubs, ground cover and structural tree planting within front boundary wall to def i e frontage;n 2.1m compact evergreen hedge delineates site boundary. 2526 11. Timber windows and block/brick render finish support frames 21 and walls to details. High performance doubled glazed casement windowD2.01D3.01 and frames with paint finish and incorporating draft seals; timber sill and decorative timber moulding soffit projection over render finish 300 block cavity wall with partial fill insulation below sill (continuous) brick, min 150 above ground and dpc level. Structural engineer to provide details for any steel post and beam req. Window to appear as EDG09 fixed closed.1EWG.10 D3.04EDG.09 EWG.11 EDG.08 EDG. 12 rwp & F rwp & big big svp rwp & centre openingbig45 with folding doors High performance foldaside, double glazed,barrier free thresholdtimber doors and frame set to achieve min Flush door and integrated flush1.8 u-value, by specialist joineryEDG.13 DG.06Foul and waste drainage detailed on services wall frame set supplier/contractor. Steel beam over toengineering drawings and specification EWG.07 structural engineers details. rwprwp & big EWG.14 & bigRender finish external walls: 2-storey 300(garage)FAMILY ROOM / DININGoverall thickness block cavity wall sectionsRG.05 incorporating 7.3N/m blockwork to interiorTV ROOM LIVING ROOM and exterior 100 cavity with partial fill 55Boiler flu vented to extractor to engineers details.RG.07RG.06Celotex insulation to inner face; nom 15 DG.05 UTILITYexternal render and nom 13 internal two coatboiler & HW cylinder Fplaster finish. Construction to achieve min Fire hearth opening and construction with0.30 u-value. At base of wall render stopArea set aside for boiler and hot water storageRG.10DG.09 projection at dpc level within min 2 courses internal fire hearth lining and flue to meetcylinder/expansion tank with manifolds as required detail requirements for solid fuel and gas of brickwork nom 150 above ground level.for control of underfloor and central heating; all tofire use. 35services engineers details and spec. rwp LAUNDRY ROOMDatum Door openings: &RG.09-0.400all openings to interior rooms and to EWG.06 2 big exterior to allow min 750 clear width DG.10 Multiple joists over 1 DG.07 opening for potential disabled andD3.02DRYING svp wheelchair accessD3.05RG.11 1/D3.05up SVP from first floor with soundF F1100 DG.08 2r @protected insulated casing.250 internal block cavity wall with 50 cavity fill insulation. 200 FDG.03INNER HALL DG.11 Location allocated for incoming CD.03 RG.02 C. C. 1Ground floor concrete floor with electrical mains and fuse board65 styrofoam or similar insulationDatum C. D3.02to achieve 0.22 u-value21 -0.400KITCHEN / BREAKFAST DG.04 Floor level datum -400 with nom 25 fallRG.04 D2.02D3.03in brushed concrete floor finish from14 risers @ CD.02ENTRANCE HALL Timber EWG.15rear to entrance. staircase175 and RG.01 svp to detail 12 treads @ 225Multiple timber joist over to supportInner garage door leading to laundry room to be 3 2 1 edge of landing and ballustrademin 30 min fire rated, fitted with suitable self 1/D3.05closing device and smoke seals1/2hr fire resisting plasterboard void over with galleriedstair landingTimberlining and soffitFFloor construction over gargage to achieve 0.22CD.01 staircaseu-value and 1hr fire resisting ceiling to detailEWG.051DG.02D3.05Garage cavity wall omitting cavity insulation. 18 risers @Internal garage wall 2 coat plaster and paint finish. Ceiling height 2.550 175 and GARAGE 16 treadsRender finish external walls: 300 overall thickness C.@ 225F/FRblock cavity wall to ground floor (with timber frame toRG.12Datum 1room space over) incorporating 7.3N/m blockwork towith half+000interior and exterior 100 cavity with partial fill 55 Celotexlanding 1 2 3 4 D2.02insulation to inner face; nom 15 external render and nom Multiple joists or beam over13 internal two coat plaster finish. At base of wall renderto engineers detailstop projection at dpc level within min 2 courses of DINING / STUDY ROOM Outward opening Garage eaves height 2550brickwork nom 150 above ground level.RG.08 door for disabled access with min.DG.01 CLOAKROOM 750 clear width RG.03 FEDG.04Garage door frame head 2550Datum rwp & big-0.425 EDG.01 Frwp & big (garage) (main roof) Barrier free thresholdrwp & big(main roof) Timber window bay: high performance doubledDatumEWG.02 glazed timber casement windows and framesTongue and groove panelled, ledged, braced and battenedrwp & bigwindow seat EWG.18-0.025painted conc. cills and render finish block/bricktimber garage doors in heavy duty frames and hinges with EDG.16(porch)support walls and frame to detail.transom and top light. Single glazing etched glass. Timber300 cavity wall (partial cavity insulation) withpaint finish. Steel beam to structural engineers details. render finish apron extending down to plaster EWG.171300diacircular performance high double glazed stop projection over dpc min 150 above ground EWG.03 timberwindow within setrender finishreveal detail to level with min 2 courses of brick cont at base ofwall. Porchbeamfixingto rearof 100x 100steelangleTimber bay window with clay tile roof extended from porch andpoststo allowgutter drainageconnection 75int. forrender finish matching 300 cavity wall and foundations.dia rainwater withinpipe opensteelsections,toBeams and structure to struct. engineers details.struct.engineerdetails. 1050x 2200timber paneldoorwithdoubledglazedPorch roof constructed as a projection of main roof. lightwithfixeddoubleglazed lightsandopenablesidePrimary support by steel beam and frame, posts and toplightwithin framefittingto structuralopening GROUND FLOOR PLANties (to structural engineers details) and timber rafters,timber tongue and groove soffit with paint finishincorporating fixed laminated glass panel in timber frame 1900wide;all to paintfinish. Barrier thresehold ext.drainagefreewith andflushcovergrillto detail. Externalchannelsurfacepavierswith lead soakers to detail. Special oversized aluminium nom.all awayfromentrance1 o.g. profile gutter nom 200 wide x 100 high with back 111connection. D3.04Special fabrication to x2no. 75 int. dia rainwater concealed D2.01 D3.02D3.01within 100 x 100 hollow section galvanised steel support posts.Timber cladding column joinery to posts to detail. Clay chimney pot and brick stack with stepped flashing to detail Half round ridge tile. Lead flashing 150mm above canopy. Plain clay roof tiles. 2 storey render finished block wall Plain clay bonnet hip tiles.Half round ridge tile. Traditional roofing verge detail with edge tile slight tilt to roof undercloakPlain clay roof tiles. tile with sand cement bedding and neat pointing over well detailed cut vert. raking wall tile abutments. NEW BUILD HOUSEPlain clay bonnet hip tiles. CEILING +5800 ASHTEAD, SURREY 100mm profiled metal gutter on 125mm painted timber fascia.CEILING +5250(Note: tile coursing setting out withDormer high performance double fascia soffit).glazed painted timber casementwindows to achieve min 1.8 u-value High performance double glazed Working closely with Mole Valley council planning officers and after a detailed design andwith fascia side panels, cill and trims. painted casement windows, toLead finished side cheeks andachieve min 1.8 u-value.flashing.Plain clay tile wall cladding toFirst floor room within roof spacetimber frame construction sections of first floor walls with special ext. corner tiles and mitredpublic consultations with the local authority, we carried out the construction of this private house in a prime location near the green belt (est. value 1.5m). internal cover tiles. FFL: FIRST FLOOR +3150 CEILING +2860 The five thousand square foot house was configured to offer principle living spaces andFFL: GAMES ROOM + 2450 open plan kitchen, as well as double garage and utility rooms at ground level withCEILING +2150100mm profiled metal gutter on See arch. detail sheet SK1.04 bedrooms, bathrooms, study and ancillary storage at first floor level, reached via bespoke internal staircases.125mm painted timber fascia. To structural engineers details50mm dia. downpipe.Heavy duty timber garage doors inT&G boarding, ledged, framed and Painted render finish to commonbattened, side hung in heavy dutyblockwork; light stipple finish to detail sample. Carefully selected materials with the highest specification were use and achieveframes with painted finish incorporatingglazed toplight frames Circular double glazed timber window withRWP FFL: GROUND FLOOR +000 Local excavation of G.L. and brick compliance with Building Regulations. Designed with traditional architectural detailing such as wall tile cladding, timber construction bay windows and balconies enhance the buildingFFL: GARAGE - 400etched glass fixed lower panel, circular Typ. painted high quality double glazed earth retained wall (approx. 450-600 RWPRWPRWP frame fixed within render reveal, to achieve timber hardwood casement windowshigh) and maintain perimeter level min 1.8 u-value; smooth render finish generally at +11.600 surrounding fabric and create a contrast with the contemporary interiors. We encouraged the use ofSubsidiary 30 roof canopy projecting approx.with stone cill, painted finish. To upper panel surround with moulded drip800 to fascia structure with special oversized achieve min 1.8 u-value.main house footprint, nom. 50 below detail aligned with setting out of vertical tile FRONT ELEVATIONgutter nom. 200x100; plain clay roof tiling to Ground Floor datum. coursing. "green design" elements like daylight tubes and photovoltaic panels to achieve a morematch with painted timber fascia & boxing into Profiled timber cladding to metal Approx. existing ground levelsteel beam and column supports, to structuralcolumns supporting timber canopy, with2 no. courses of finished brickwork toengineer details 75mm dia. downpipe incorporated u/s of render finish with render stop and neat render splay detail, at level of sustainable environment. within the centre of each column.Painted timber joinery construction to bay DPC, min 150 above ground level.window with matching render finish cavity1050x2200 timber panel door withwall & foundation wall; stepped DPC mindouble glazed light, timber frames150 above GL at change of level across bay.and double glazed side and top lights, with painted finish 12. 1050x2200 timber panel door withwall & foundation wall; stepped DPC min double glazed light, timber frames150 above GL at change of level across bay. and double glazed side and toplights, with painted finish Clay chimney pot and brick stack with stepped flashing to detail Projecting dormer canopy of matching tiles supported on roof steel work to structural engineers details, with painted timber boarding soffit. Setting out at central to bay. Plain clay roof tiles.Half round ridge tile.4545"Cat slide" projectingroof sections each side Plain clay bonnet hip tiles.of canopy dormer CEILING +5800 35 35100mm profiled metal gutter on125mm painted timber fascia. u/s of eaves +5.300 CEILING: +5250Typical eaves projection 300mm,increasing to 600mm to rear elevation.Dormer high performance doubleglazed painted timber casementMatching timber post handrail andwindows to achieve min 1.8 u-valuebalustrade on 45 projecting juliettewith fascia side panels, cill and trims.type balcony with bracket and wallLead finished side cheeks andtie incorporating structural engineersflashing.detail. Support to detail. FFL: FIRST FLOOR +3150 CEILING +2860 FFL: GAMES ROOM +2450Tile hanging to match main roof tiles.50mm dia. downpipe.CEILING: +2150Painted timber sliding folding doorsby proprietary supplier with centralopening pair.Painted render to blockwork with 2No. courses of facing brickwork uptoDPC level min. 150 above G.L. FFL: GROUND FLOOR +000RWP RWP RWPRWP Two storey render finishBay painted timber joinery frame & RWP FFL: GARAGE - 400Approx. existing ground levelelevation with stone cill details cladding with lead coping to projection course extending to return wall moulding details. Structural engineersRWP RWPCantilevered bay window with painted set back. post & beam details as required. Hightimber frame, cill, apron and trims. Support 2 no. courses of finished brickwork toperformance double glazed paintedby brackets and cantilever frame at roof u/s of render finish with render stop and casement windows, stone cill overlevel (to structural engineer details) neat render splay detail, at level of painted render finish apron and brickSEE ARCH DETAIL SHEET SK1.07 DPC, min 150 above ground level.base.REAR ELEVATIONTyp. painted high quality double glazed Decorative columns supports in metaltimber hardwood casement windows and painted treated timber posts withwith stone cill, painted finish. To handrail and ballustrade to detail.achieve min 1.8 u-value. Timber posts and ballustrades min. 900 high21 to detail.D2.01D3.01 Tiled roof canopy over balcony bay. Render finish external walls: 2-storey 300 overall Structural supports (as engineers details) thickness block cavity wall sections incorporating within, roof false decorative posts integrated 7.3N/m blockwork to interior and exterior 100 cavity with balustrade detail. with partial fill 55 Celotex insulation to inner face; Self draining timber balcony floor finish nom 15 external render and nom 13 internal two coat (to level of bed 1) over sub floor weathering plaster finish. Construction to achieve min 0.30 u-value. mastic asphalt finish to falls and drainage spout Timber windows: high performance double glazing to side. Perimeter lead coping over timber molding casement timber windows and frames for painting. projection. 1 To achieve min 1.8 u-value. timber bay construction with paint finish; roof and Painted timber sills to vertical tiled sections and paintedD3.04stone/concrete sills to render finished wall sections. base bracket support structural engineer details. Foul and waste drainage for all bathrooms detailed ED1.11on services engineering drawings and specification.W1.13 EW1.10 Timber posts and ballustrades min. 900 high with 450W1.12 deep timber deck and structure to detail. rwpEW1.09 rwpED1.08svpwindow seatrwp For all surface water drainage details see services engineers drawings and calculations First floor tile finish external walls: vertical plain tiles onto battens and counter battens to ext. 100 block wall, 100 cavity and 100 inner block wall; partial fill cavityStudwork walls internal stud walls generally 100 and inner plaster finish (all as standard spec render Stud walls min. construction from ex 75x50consisting 12.6 plasterboard and skim coat each finish wall)sw studs, 12.5 plasterboard & slim coat eachside of selected sw 70 x 45 studwork to detail face with sound reduction cavity fill S specification construction with acoustic rockwool fill (18 WBP ply sheathing added where req.) to cavity. Where required 18 WBP ply either sandwiched Dormer as EW1.15 rwp or faced fitted for wall fixing or tilingENSUITE(and to add additional sound and impact resistance) rwp (garage) BEDROOM 5BEDROOM 1 BATH 1BEDROOM 3R1.09 R1.06 R1.08 R1.05Floor construction to all areas to be generally mitech posi-joists 225 and loose joists and framing as structural EW1.14engineers detail drawings and specifications. 12.5 plasterboard and skim coat ceiling with 21 WBP ply board Floor: construction of generally mitech posi-joist and timber trimmer Fire flue constructed to meet fire W WD.02 structural sheathing ready for sound insulation underlay joists as engineers details and specification, with 1-hr fire resisting protection and lining for wood and floor finish to detail. garage ceiling consisting insulating plasterboard cross boarded overburning fuel and gas fire.glass 12.5 to underside of joists. Celotex or similar insulation fill to floor void between joists. Insulation to meet min 0.22 u-value. 21 thickWALK-IN D1.07 Steel beams to first floor ceiling indicated WBP ply sheathing as structural floor ready for acoustic insulationWD.04D1.06WARDROBE - see structural engineers drawings and calculations overlay and floor finish to detail. R1.07Ceiling height 2.65m for all beams and lintels to openingsrwpSVP within acoustic lined duct WW Wservicing first floor bathroom (level +5.800 over ground floor datum) 2 via floor void to GF.EW1.07 1 D1.08svpD3.0215 16 17 18WD.03D3.05 upHatch overD1.094r @with pullWWWD1.03 D1.04175down ladderC CD1.05up Tile finish external walls: vertical plain tiles onto CD.04 Floor level +3150 to main house 14battens and counter battens (plugged & screw fixed)ENSUITE BATH 3 to ext. 100 block wall, 100 cavity and 100 inner block 13 INNER HALL1Ceiling height 2.65m Floor level +2450 over ground level datum (level +5.800 over ground floor datum) R1.06wall; partial fill cavity and inner plaster finish spec as (garage level -400 below g.f. datum)12R1.02D3.02render finish wall. Construction to achieve min 0.30 u-value21 11Daylight tubes extended D2.02D3.03 GAMES ROOM to roof glazed positionGALLERIED LANDINGDaylight tubes extended to roof glazed position ENSUITE BATH 2 100 R1.12D1.11R1.01 Interior: walls and ceilings lined with 12.5 foil-backed plasterboard 10 svpR1.04 (or vapour control barrier over) and skim coat with paint finish to Foul and waste drainage for all bathrooms detailed timber frame walls, roofing & ceiling soffits. 9 8 76 5 on services engineering drawings and specification. Block wall 2-coat plaster finish and paint finish.D1.10 up 13 14 15 16 17 18 front & rear W W open to belowTimber staircase and Garage roof enclosure; first floor garage roof space constructedhandrail min 900 high, max. D1.02 of timber frame side wall over first floor level to integrate withwall height 1500100mm gap between vert. timber roof (cold roof) construction to engineers detail and settingbalustrade1 D1.01 out. Insulation within sloping roof sections to meet min. 0.2 u-value BATH 4stairs going 225EW1.06 and dwarf wall sections to meet min 0.3 u-value. Additional counterWD.05 R1.11(net of nosing) and 175 risers. D3.05 battens or rafters to be added to rafters if required to achieve insulation Foul and waste drainage for thickness ceiling cavity. Side wall and roof finished in plain tiling asall bathrooms detailed on specified in detail to roof and wall tiling of main building. Roof construction services engineering drawings generally plain tiles over battens and counter battens with roofing feltand specification. between; fixed through roof boarding to rafters. 1CD.05BEDROOM 41 2 34 5 67 8 9 10 11 12D2.02BEDROOM 2R1.10svp R1.03 Dormers: Code 5 lead dormer cheeks with painted timber fascia, W sill and high performance window, casement double glazing.Ceiling height 2.65m Timber frame construction side wall and pitched roof with matching (level +5.800 over ground floor datum) roof tiling. Lead flashing and soakers, all work carried out to best EW1.02EW1.04 cupboardWD.01Cupboard within roofspace standards by specialist workmen well versed and competent in their within rooflined with 12.5 plasterboard rade. spaceand skim coat. EW1.15 W Juliette type light metal frame enclosure (900 above FFL) to lower cill height of dormer windows; to detail, fitted to windows fascia and base of cill.rwprwp (garage) (main)EW1.03Dormer as EW1.15/1.14 rwp Dormers setting out to align with centre line of (main) rwpas described ground floor garage door opening. (porch) Timber window bay: high performance doubled glazedEW1.01 timber casement windows and frames throughout with painted finish. Bay window construction of block/brick structural frame and cavity wall. Raised projecting roof and general structural arrangements to structural engineer details 75 rwp (main & porch)EW1.05 concealed in timber column with oversized Tile finish external walls: vertical plain tiles onto gutter nom. battens and counter battens to ext. 100 block wall, Render finish external walls: 2-storey 300 overall thickness200wx75d. 100 cavity and 100 inner block wall; partial fill cavity block cavity wall sections incorporating 7.3N/m blockwork toand inner plaster finish spec as render finish wall. interior and exterior 100 cavity with partial fill 55 Celotex Low level pitched roof sections over entrance and cloakroom insulation to inner face; nom 15 external render and nomto be warm roof type construction to achieve min. 0.16 u-value. 13 internal two coat plaster finish. Construction to achievePlain tile verge detail with plain tile timber joist general roof min 0.30 u-value. construction as describedt (with vertical wall tile finish below) to detail Timber frame external wall: timber frame sections of(see also 1:25 scale section) external wall at first floor central area consisting of vertical tiling,Oversized gutter to ground floor porch roof to service in-fill between window units; tiles on battens and counterlarge rainwater catchment with 2 x 75 dia. Rainwater pipes. 1 battens with underlay; vertical counter battens fixed through 21 WBP ext 111FIRST FLOOR PLAND3.04ply wall sheathing to structural treated vertical studs (to structural engineers details); insulation fill with counter spacer battens or additional studs as necessary to ensure insulation thickness and vapour barrierD2.01 D3.02D3.01 required to achieve min. 0.30 u-value, internally. 12.5 plasterboard and skim coat internal finish. 13. ABC Lead roof and lead cladding to timber frame roof housingpainted timber casement doors leading onto flat roof sectionA Matching clay ridge, selected finials, bonnet hip tiles etc, as D3.01D3.02D3.03traditional roof detailing(concealed)D3.01 BSubsidiary flat roof section concealed within upstand kerbywith monopitch clay ridge. D3.02Chimney stacks corbelled brickworkwith sand cement haunching andClay tile roof built up to enclose terrace to min 1100 height overselected terracotta pots and brick chevron plan detail.deck finish and roof fall 55 degrees with catslide roof to windowand timber slender fascia breaking corbelled brick matchingeavesCorbelled eaves with continuous proprietary ventilator overgutter, integrates into eaves detail, to ventilate cold roof50degree half hipped clay tile roof and terracotta finial; at lowconstructionlevel sprocket eaves returns as feature to side to extend gutterdraining to side roofing by approx. 1.2m slender painted timbereaves board supporting gutterWall cladding over abutting tiled roof line and section of roofvalley at side of gable to run off to 55degrees side roof Conservation type rooflightBrick corbelled eaves with proprietary cont roof ventilator overGable pediment with selected terracotta finial feature, red brick gutter integrated into eaves detail throughoutherringbone brick panel and yellow brick border with corbelraking eaves incorp. verge tiles and sand cement pointingtraditional detail225 brick projection pediment with brick 20 recess detail panel,Side corbelled eaves height to align with bracket projection at715traditional clay tile sloping verge with sand/cement pointingbase of corbelled raking eaves, carrying tiled gable roof x carried on corbelled brick eaves.2350enclosure to head of stairwell. FFL: Second Floor Datum +6480Casement timber window set with special headers and red brick Brick corbelled brackets with special brick mouldings carrydetailing and painted masonry sill. corbelled raking eaves and sprocket roof verge.225 brick bay return with decorative brick corbelled cantileverto projecting pediment overFFL: Upper Mezzanine Datum +5220Painted timber casement bay window with high performance 1000 double glazing 200 frame projection from brick piers with xtimber fasica mouldings, lead roof and painted cast masonryPitched clay tile roof over mezzanine level study, with half 1360 sill with bracket projection detailhipped dormer eaves (bonnet tiles) constructed in brick withlead side cheeks; curved brick headers 225 wide oaFront chimney stack detailed as chevron decorative upperincorporating set brick details 112 inner header. plan section with corbelling string coursing and lower sectionvertical red projections in contrast to yellow brick above dogtooth bandLean-to monopitch side roof enclosure with valley gutterFFL: First Floor Datum +36001280continuous along boundary party wall brick and creasing tilexupstand; roof formed with proprietary weathering membrane 1625Projecting chimney stack housings at lower level configured towith sections of double glazed rooflights.internal planning requirements , with corbelled eaves tor-590monopitch clay tile roof sections.FFL: Front Lower Mezzanine Datum +1980Fixed glazed timber frame slot window with contrast headersand brick sillSingle storye side enclosure up to party (cavity) wall with1020 3445 xx Painted timber frame and casement windows with highsecondary entrance door. 2200 2545performance double glazing with safety glass to lower units,clay tile monopitch roof with painted timber eaves board andsoffit, painted masonry sill, projecting from 225 deep brick piersContrast red brick and specials, including quoins, flat gauge (supporting two storey brick bay).brick arch headers, strings, dogtooth band, relief panel window Brick base with brick plinth projecting approx 1100 at maximum926 beyond main building line.aprons etc, integrated as constrast details within yellow stockxfacing matching original brick size, quality colour and bonding to 2120achieve traditional keeping appearanceFFL: Ground Floor Datum +000FFL: Lower Ground Floor Datum -540Ground level taken as level 10.325 in front of entrance steps,as original survey informationPorch with brick piers carrying special decorative red brickApprox 3200 wide x 800 deep lightwell at front of basementdetail pediment and clay tile roof; opening 1800 wide with stoneroom with semi engineered brick kerb and render finish toclad 900 deep landing and stairsreinforced concrete enclosure and base; as structural D3.02 B AD3.01FRONT ELEVATION engineers details and spec.HOUSING REFURBISHMENT PUTNEY, LONDONRemodelling of a listed Victorian house after difficult negotiations with the conservation officers and planners in this conservation area. The six thousandsquare foot house (est. value 3m), stripped back to shell and core internally and completely overhauled, externally re-established the integrity of the house.ABC Significantly enlarged by a combination of a basement extension across the full house footprint and at ground level with a fully open conservatory extensionSECTION A-A D3.01D3.02D3.03onto gardens at the rear. The three floors consist of ground floor main living/public areas and kitchen, first and second floors with bedrooms, study/office.Basement contains cinema room, gym, bar and utility rooms. RWP RWPRWP131211109876 light well5432 35 slope1 35 slopeapprox.approx. upC L13r @ 205.7 12t @ 230 C L45 45 slope slope 45 slope 45 slope approx.approx.approx.approx.45 slope45 slope approx. approx.45 slope approx.WINE CELLARB-Rm.107A LAUNDRY ROOM45 slope 45 slopeapprox. approx. B-Rm.106 ENSUITEBEDROOM 3 BATHROOM BEDROOM 1AIRING1F-Rm. 1031F-Rm. 104 1F-Rm. 105CUPBOARD( FFL: 13.645 ) ( FFL: 14.725 )( FFL: 14.725 ) BEDROOM 4w.B-Rm.106A2F-Rm. 202 Datum: +5220)BARCINEMA ROOM ( FFL: 16.345) BATHROOM B-Rm.107 B-Rm.102 2F-Rm. 203 BEDROOM 5( Datum -3.420 ) ( FFL: 17.605 )w.2F-Rm. 204( FFL: 17.605 ) 45 slopec.approx. 45 slopelaundryswvpapprox. chutewlaundrycwlaundry datum +2.520 chute chute = FFL: 13.645 WALK-INWARDROBE15 16 17 18 19 20 30 31 32 33 34 35 361F-Rm. 106HALLENSUITE LANDING HALL SHOWER ROOM2F-Rm. 201 up 45 slope B-Rm.101approx. 1F-Rm. 107( datum +6.480 = FFL: 17.605 )( Datum -3.420 ) 1429LANDING HALLopen to above1328RWPopen to above 1F-Rm. 101RWP 12& below 27 ( datum +3.600 = FFL: 14.725 )up open to19r @ 180 below 45 slopeto FFL 11.125 upapprox.16r @ 180 datum +1.9808 7 6 5 4 3 2 1 to FFL 17.605 = FFL: 13.105hopper & 11 10 23 22 21 26 25 24 23 22 21 50 slope approx.RWPGYM RWPTERRACE 50 slopeTERRACEB-Rm.103- - approx. ( Datum -3.420 ) FFL-U/S ceiling: 2950 BEDROOM 2 PLANT ROOM1F-Rm. 10845 slope45 slope approx. approx. B-Rm.105BATHROOM( FFL: 14.725 )BEDROOM 6 / STUDYSTUDY55 slope 55 slope 1F-Rm. 109 approx.2F-Rm. 205 approx.50 slopeSHOWER ROOM1F-Rm. 102 ( FFL: 17.605 )approx. ( FFL: 14.725 )B-Rm.104 ( FFL: 13.105 ) RWP RWPRWP55 slope 55 slopew approx.approx.45 slope45 slope45 slope45 slope approx.approx.approx.approx.CL 50 slopeapprox.light well BASEMENT PLANFIRST FLOOR PLAN SECOND FLOOR PLAN ROOF PLAN 14. ABD3.01 D3.02 existing 1615x 630 100010001000 x x x 1150180018008502-800 x x 21602160(different to plan)1000x1600890 x 1280 1800 18001800 695 xx xx 475475 47524351300850850xxx2950 3000 3000 2-9002-900 2-900 xx x800 2275 22752275x1520SIDE ELEVATION (WEST) REAR ELEVATIONConservatory insulated timber cladding with paint finishenclosing steel frame structure with high performancedouble glazing, asphalt flat roof with lead clad centreraised section and rooflights abutting rear flank wall all tofinal specialist conservatory fabricators details andSteel column abutting and tied into cavity wall withinstallation . Steel frame and timber structure to Structuralinsulated closer or structural engineers details and engineers details.conservatory specialist proposed fabrication A BTimber painted door and high performanceD3.01Fire lining wall or ceiling sectionsD3.02 SIDE ELEVATION (EAST)double glazing with threshold aligned withreduced interior floor level. As means ofConservatory slab constructionescape from basement staircase. xDG-03 Steel column abutting and tied into cavity wall withBeyond rear line of no.7insulated closer or structural engineers details and3.0m long x 2.5 high rear section of newconservatory specialist proposed fabricationboundary (300 cavity) wall. steps down inheight from 3.15m between no.7 and no.8flank wall. 14 datum -0.335 Metal balustrade min 1100 high and R.C. balcony = FFL: 10.585and decorative brackets (to structural engineersRear escape stairs from basement leadingupdetails) with paint finishdirectly upto external door, leading onto garden.Stone cladding to steps, risers and landings and 13CLinsitu reinforced concrete, or alternativeQuality timber casement doors and windows with highconstruction, to structural engineers details.12 covered ceilingcentral section performance double glazing and hardwood sills withMax 42 degree slope11 safety glass to main lower units; fixed side window10 CONSERVATORY units. Operable toplights and casement door set.9 G-Rm.105Structural wall and fire lining 8 ( Datum -0.540 )7 Walkover lightweight metal grill at ext. G.L. with hinged6 easy opening galv steel ladder nom. 600 wide bolted300 cavity wall to form party wall approx.onto side wall with handrail , means of escape provision ,3150 high along boundary with single storey light wellincluding centre side hung casement windows withpitched roof enclosure spanning off main flank wallsmax. 1100 cill height. Brick on edge kerb perimeter,LARDERwaterproof render paint finish to internal face of earthretaining walls; pebble filled lightwell base below cillG-Rm.104A xDG-04 level for drainage to slab outlet. Enclosure androoflight overupfoundations to structural engineers detailsStructural wall and fire lining 3r @ 180 WG-03 WG-04 to 11.125 FFLConcrete stairs between GF change in level betweenCLWG-05oversite concrete slab and suspended concrete floor, toDG-09structural engineers details, with timber floor finish tomatch living room finish to clients requirementsAt ground floor large openings to side andrear main house walls incorporate loadbearingconfiguration walls, columns, main beams andjoist spans to structural engineers details. rooflight overkitchen layout to Raised ground floor beam & block toclients requirementsstructural engineers details.Ground floor slab Type I ceiling hgt +2.770KITCHENG-Rm.104Ground floor slab Type II( Datum -0.540 ) upFireplace recess constructed with jambs to both sides3r @ 180of opening with non combustible fire back and flue to FFL 11.125liner min.200 in diameter or equivalent.Concrete stairs and floor beam support tostructural engineers details with stone REAR LIVING ROOMtiling floor finish G-Rm.102Fireplace recess nom. 850wide x 800 high with min.200 thick jambs and min 500 deep constructed hearth( Datum +0.00 ) min 125 thick. Fireplace hearth, recess, chimney andflue construction in accordance with requirements set DG-08out in part J of the building regulations for open1/2 hr FR riser enclosure and doors withswvpautomatic door closers and chutefireplace. fridge / freezer laundry chute200 loadbearing block wall extends from basement toDG-01second floor; stability and integration with roof structure 17 18 19 to structural engineers details up rooflight overDG-07 3r @ 180 DG-02to FFL 11.125 ENTRANCE HALL16 G-Rm. 10115 ( Datum +0.00 )stone clad treads & risers with cut string inopen to abovematching stone cladding or painted plasterto14& below DG-03clients req. Reinforced concrete stair landings Internal stud work& flooring construction up to GF level withbalustrade spindles securely & individuallyfixed back with concrete concealed fixings ofupDG-04appropriate detail & spec. proposed by19r @ 180CORRIDORto FFL 14.725structural engineer. Fixing of spindles(lower GL)co-ordinated with detail setting by stone fitter, Fireplace recess constructed with jambs to both sidescut and fitted to site dimensions to achieveG-Rm.10813 12 11 10 6 5 4 3 2 1 of opening with non combustible fire back and flueaccurate fit & well detailed appearance.( Datum -0.540 )liner min.200 in diameter or equivalent.CLOAKROOMDG-06FRONT LIVING ROOMG-Rm.107340 cavity wall construction with generally yellowG-Rm.103Raised ground floor beam & block to ( Datum -0.540 )facing brick to match original quality and typestructural engineers details.( datum +0.00 ) datum +0.00with contrast red brick string coursing, headers,xDG-02 DG-05 WG-07 = FFL 11.125 corbelled eaves brickwork. Cavity fill insulation to meetcurrent thermal performance in buildilng regulations SECTION B-B BOOT ROOMInternal studworkG-Rm.106WG-06 ( Datum -0.540 ) xDG-01 Typical window descriptionHOUSING REFURBISHMENT340 cavity wall construction with generallyyellow facing brick to match original qualityand type with contrast red brick string WG-02coursing, headers, corbelled eavesPUTNEY, LONDONbrickwork. Cavity fill insulation to meetWG-01current thermal performance in buildilngregulationsCasement timber window set with specialPainted timber frame and casement windowswith high performance double glazing with In keeping with the areas traditional houses an extensive detail of bricks typology and historically significantornaments were utilised throughout as well as timberwork, paneling and stone finishes. Coordination withheaders and red brick detailing and paintedlight well safety glass to lower units, clay tile monopitchmasonry sill.up roof with painted timber eaves board and soffit,4r @ 200painted masonry sill, projecting from 225 deepservices and structural engineers as well as the installation of new services infrastructure and overhaul of approx.brick piers (supporting two storey brick bay).+ GL approx: 10.325 Brick base with brick plinth projecting approx from survey1100 at maximum beyond main building line.CPorch with brick piers supporting decorativered brick detail pediment (to structuralengineers details) and clay tile roof; opening datum -0.800 Lbuilding fabric were scheduled as part of refurbishment proposals.Extensive Detail Design of the scheme from inception to beginning of construction works. All materialsWalkover lightweight metal grill at ext. G.L. with hinged1800 wide with stone clad 900 deep landingeasy opening galv steel ladder nom. 600 wide boltedand stairs; minimal fall for water run off across onto side wall with handrail , means of escape provision ,landing from level threshold to interior.proposed were to the highest specification and achieve compliance with Building Regulations.including centre side hung casement windows withmax. 1100 cill height. Brick on edge kerb perimeter,waterproof render paint finish to internal face of earthGROUND FLOOR PLAN retaining walls; pebble filled lightwell base below cilllevel for drainage to slab outlet. Enclosure andfoundations to structural engineers details 15. Osiers Gate - londonUrban RegenerationThe proposals will replace the existing commercial units with a new hightquality mixed use development of 275 residential units, and commercial floors-pace in eight new buildings surrounded by exceptional high quality landscapedpublic and private space. The design process covererd issues such as urbandesign, architectural, landscape and environmental design issues includingaccess, and has been designed in accordance with the CABE guidance notes.The development of the site promotes a vibrant, mixed-use community,providing both affordable, and private housing as well as commercial spaces.The aspirations for the site are in line with the requirements of the policies ofWandsworth and compliment the existing social and community infrastructure.The site would be fully open to the public, with new public open spaces,pedestrian and cycle routes and extensive ecological enhancement. Facade Treatment Wind ConditionsTall Building Studies - Eastern Facade Proposed DetailTall Building Facade Treatment - Greening of Vertical Facades 16. Tall Building Studies - North Facade / Enclosed Balconies The redevelopment proposals aim to regenerate an underused site to create a sustainable community and maximise the benefits and opportunities of waterside living. Within the scheme, the intention is to create a high quality landmark building for the 21st century that adopts sustainable building principles. The commercial character of the site is retained, to provide new employment opportunities, respecting the historic setting. The active ground floor uses are suitable for a residential community, surrounded by a high quality public realm and therefore an improved local environment for residents. The river Wandle is an adjacent amenity rich in ecology and wildlife - this scheme enhances its setting.View of tall building (building B) from the private communal courtyard View of Enterprise Way looking east, with Building F to the right 17. View of tall building (building B) from the River Wandle View of tall building (building B) from the southKey Design ObjectivesTransform the Osiers Site into a processional route toWandsworth Town Centre and to be influential as part of theongoing renaissance of the town / Integrate the public realm andreinforce the route of Enterprise Way / Design activefrontages generated by a mix of uses along Enterprise Way andthe Wandle Riverside / Create a strong visual landmark for theWandle delta.Private and Affordable Housing integrate new ways of urbanliving with shared landscape terraces and gardens / Power thefacilities with an Energy Centre. Green roofs - intensive andextensive for ecology & amenity / Orientate building form tomaximise sunligh penetration & collection for the residents andusers of the facilities onto the amenity space / Aim to give allapartments sunlight and maximise views. 18. Key aims and aspirations Create a new sustainable community within the wider Delta community / Improve the pedestrian, cycle and traffic links throughout the wider area / Deliver high quality sustainable design and construction / Create safe and accommodating streets, public spaces and private gardens / Provide affordable housing to meet local housing needs / Improve the existing ecological environment adjacent to the River Wandle / Create a dynamic, vibrant and attractive riverside destination / Provide quality regeneration for Wandsworth Town.Building C with views of the Cafe to the north-east of Osiers Gate View of building A at the entrance to Enterprise Way 19. Ground Floor PlanUNIVERSITY CLASSROOMS & AUDITORIUMS The project moves away from the traditional linear classroom building typology, and is organised in such a way thatSCIENCES FACULTY - NATIONAL UNIVERSITY OF COLOMBIA alternate classrooms and small meeting spaces open to the environment. These open spaces interspersed not onlypropitiate the human relationship, but allow the continuous green space of the campus from entering the building andto flow freely through it, ensuring the use of underutilized green space from the adjacent buildings. South-east Facade 20. Faculty of Medicine Science Faculty Deanship (Asset of Cultural Interest) Faculty of Veterinary Medicine (Asset of Cultural Interest) Patrimonial Set of Veterinary (Asset of Cultural Interest) Faculty of AgronomyTerrace/Roof PlanAerial ViewNoth-east Facade 21. Section C-CNoth-east FacadeThe proposed shape, not being one single body of permeable character,but several small volumes, linked by a circulation, allows the visual rela-tionship from the classrooms and the free spaces generated among themin the upper floors, especially on first floor, given that the building does nothave a centralized access, but that is accessible from anywhere ensuringnot only the use of the wetland and the dolmen, but the rectangular greenspace which complies with the implementation of the science classroombuildings.Section D-D 22. The project has been designed taking into account the possible incorporation of sustainabletechnology. Adiabatic and natural cross ventilation in all spaces / recovery of the green areaoccupied by the building with a green terrace / restitution of the green area of the Auditoriumburied and converted into a walkable space / use of materials such as concrete, that generate alow level of maintenance / rain water recovery / lighting technologies of low energy impact.Basement Plan / Auditoriums 23. The total area of the lot is approx. 6400 m2 for a built area of 5000 m2 distributed over three floors andterrace, additionally equipped with two auditoriums with capacity for 250 persons each, with an approximatearea of 800 m2, developed at basement level.The building comprises three types of classrooms: 9 classrooms of 50 students, 9 study classrooms, and 3classrooms of 100 students, services and cafeteria on the first floor, technical rooms and bathrooms; on thesecond and third floor.The project also has areas of permanence between the classrooms modules designed on a wooden decksand a tansitable terrace with areas with vegetation and green roofs.Section B-B 24. 12 3 45 67REVI4 3 2 1Section A-A BARANDA4a 2b 2a ESCENARIO 16.41 3.704.65 6.30 5.46 11 221.88 .753 3 4 45566 77 DEPOSITO / BODEGA8 PISO -1 NE. -2.70REVIREVISIO4 343 2 2 1 1D BARANDA BARANDA PANELES ACUSTICOS4a 4a2b 2a 2b2a6363 ESCENARIO ESCENARIO 16.41333.70 16.414.656.30 5.46 77 3.704.65 6.30 5.46 .75 88 9 9 .75 1.88 888 8 DEPOSITO / BODEGA1.88787 PISO -17 87DEPOSITO / BODEGA SALA DE PROYECCION6NE. -2.7065 7PISO -1 756 NE. -2.70 6 4 43REJILLAS VENTILACION (8m2) REJILLAS VENTILACION (8m2) 3 2 2 11DPANELES ACUSTICOSD363 633 PANELES ACUSTICOS LUCERNAS / CLARABOYASA A 3 63 7 8 9 63 9 38 7125 8 8 12588 7887767 77 6 SALA DE PROYECCION85 7785 9 6 6 984 8 4 8783 REJILLAS VENTILACION (8m2)8REJILLAS VENTILACION (8m2) 37 8OBS 27 2 72 2 SALA DE PROYECCION 2.466 6 171 7115 5 6 62.00 4 43 2 REJILLAS VENTILACION (8m2) 111 10PISO -1 NE. -3.16REJILLAS VENTILACION (8m2) 10111 2 3 LUCERNAS / CLARABOYASAN .00 1212APISO -1A 1413PISO -113 14 R8NE. -3.70B B1515 NE. -2.7016 1252 3 3 216 125 1717 1 1 17 17LUCERNAS / CLARABOYAS.16 6SALIDA DE EVACUACION /A A5 DUCTOS/REJILLAS VENTILACION (7m2)77 EMERGENCIA OBSERV R30 .47 728 8 202.46.01 88DUCTOS/REJILLAS VENTILACION (7m2)1125 1255 .0099 2.00 ANT2.9 9 001010PISO -1 1010 6711 NE. -3.16 67 11OBS 2.72PISO -133 .0012NE. -3.70 -1 1213PISO 13 PISO -1 2 2 2.4614 14 R8NE. -3.70 1 1B B 15 15 NE. -2.7016 23 3 2 162.00 .05 1 1AN 17 1717 17 .16 6SALIDA DE EVACUACION / 1010 5 DUCTOS/REJILLAS VENTILACION (7m2) PISO -1 77EMERGENCIA R30 .4 11 7NE. -3.1611788 0 .00 1212DUCTOS/REJILLAS VENTILACION (7m2)138PISO -1138C C PISO -1 .00 9 914 14 R8NE. -3.70 2.0 99B B1515 NE. -2.7010 3 3 10630R81667122167 162.72 17173PISO -117 17 3.00 NE. -3.70.16 6SALIDA DE EVACUACION /5 DUCTOS/REJILLAS VENTILACION (7m2)77.00 EMERGENCIA 3 R30 PISO -1 .4 NE. -2.707 7 8 80.0R688DUCTOS/REJILLAS VENTILACION (7m2)5 .009972.9 9C 001010C 8 C6767 3.83 2.72PISO -133 9 R8 25 .00 63 NE. -3.7088.00 3PISO -1 8 7 36NE. -2.70R66 7 7C 57 8C R8 46369 25C.008 83.833 REJILLAS VENTILACION (8m2) 7 63 8.00 32 7 PISO -16D NE. -2.70R6 1 5 77 6594C 8 DIREC 3 REJILLAS VENTILACION (8m2) INSTI 9 25 2881 DD ARQ 3.39 3.83 8 7 36596 7 DIRECTO INSTITUC 057R6.06D2 PLANTA SUBTERRANEOARQ. JU.404ESCALA 1/1003.393 22.65REJILLAS VENTILACION (8m2) 4.67 0 R6.0 2 2 PLANTA SUBTERRANEO125DBasement Plan 29 117 .40ESCALA 1/10022.651.40 E4.67591.53DIREC 125 29INSTI1717DARQ 1.401.53E 29 2 2.34173.43 3.39 29 16.00 22 PLANTA SUBTERRANEO2.34R.401ESCALA 1/100 22.653.43 4.6710 PISO -1E125 29 1117 NE. -3.16101.40 12PISO -1E1.53 13 PISO -1 1211NE. -3.16E1413NE. -3.70 PISO -1171514F 29NE. -3.701533F 16 223 32 2.34 17 17 16 1 11 22 1B B 1 17 176 6 7 3.79 3.43DUCTOS/REJILLAS VENTILACION (7m2)DUCTOS/REJILLAS VENTILACION (7m2) 77 7883.794747 810 8 PISO -1E 9 11 9NE. -3.16912910 1310 PISO -114R6.00NE. -3.7067F -3.70 R60.00PISO -11567 3 .00 .0R6053 PISO -135.0 3R1NE..00R6R1 16 2 NE. -3.702 OFICG17 171 1 G OB G 0 6 GY DUCTOS/REJILLAS VENTILACION (7m2) 2.0 7 0 .40 .05VIC 2.0 .157.40 .05 8 3.7947 .158PROYEC3.03 9564-A PROY9 3.03R8.0010564LOCALIZA R6.0067 R8.00 .00PISO -1 3.0 R8R6H R15 NE. -3.70 H LOCA0 .00 PISO -1OG GR8 NE. -2.70H H 2.0 .000 0 PISO -12.0.40 .05NE. -2.70 2.0.15 0CONTIEPROY 3.03PLANT564 R8.00ESCALACONLOCA1:100/1PLAR8H A H ARCHIV .00ESCA PISO -1@564_ACTU NE. -2.701:10 2.0DIBUJOA 0ARC 43 2 1Green Roof Plan @564_PLANOA-1CONDIBUPLA401 25 310m 2 1 1 PLANTA SUBTERRANEO 3 PLANTA CUBIERTAREVISIOESCA ESCALA 1/50ESCALA 1/1001:10PLANAAARC0 1 2 5 10m 123 4 5 67REVI8@564_