SOUTH ELEVATION OF CLASSROOMS. NORTH ELEVATION OF CLASSROOMS (section through hall) HaysomWardMiller Architects CLASS ELEVATIONS

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1 SOUTH ELEVATION OF CLASSROOMS NORTH ELEVATION OF CLASSROOMS (section through hall) CLASS ELEVATIONS 7 Downing Place, Cambridge, CB2 3EL, UK T: F: E: info@haysomwardmiller.co.uk Project The Beehive School, Mzuzu, Malawi Client Niall Dorey Date February 2008 Scale 1:200 Paper size A3

2 a b shallow water feature 7 Downing Place, Cambridge, CB2 3EL, UK T: F: c A E: info@haysomwardmiller.co.uk d e f g h i j k l m n o p q r WC Store Young childrens' Classroom hard play area shallow water feature SECTION B Grassed area SECTION A Classroom Girls' WC Boys' WC SECTION C B C D E F SECTION A G H I J K L M N O SECTION D Project The Beehive School, Mzuzu, Malawi Client Niall Dorey Date April 2008 FLOOR PLAN Scale 1:200 Paper size A3 s Sick Bay Library Foyer HALL Stage Green room 7570 P Q 7600 Computer suite Staff room Staff Offices Foyer Reception SECTION B SECTION C Store Store SECTION D R S T

3 EAST ELEVATION WEST ELEVATION OF HALL (class rooms shown dotted) LONG SECTION through hall, entrance court and library HALL ELEVATIONS 7 Downing Place, Cambridge, CB2 3EL, UK T: F: E: info@haysomwardmiller.co.uk Project The Beehive School, Mzuzu, Malawi Client Niall Dorey Date February 2008 Scale 1:200 Paper size A3

4 NOTE All structural components are to be approved by structural engineer. Follow engineers specification always and report any discrepancies to architect. LOWER ROOF Galvanised corrugated steel roof sheeting on steel Z- section purlins at 900mm crs supported off 50 x 125 timber rafters Roof void with good cross ventilation through eaves Plasterboard or timber paneling to internal face of void with 100mm internal insulation PERGOLA Steel post 75mm diam CHS set into concrete base, with 75 x 200 timber beam and 50 x 150 joists, with solar shading using reed, or timber slats (client to choose) Steel UB to support internal clearstory and ridge FLOOR CONSTRUCTION 125 concrete slab, reinforced with insect mesh on polythene sheet DPM, on sand blinding on compacted hardcore, compacted in layers no greater than 225mm Screed if required, depending on choice of floor finish (client to confirm) SECTION A Through Classroom 7 Downing Place, Cambridge, CB2 3EL, UK T: F: E: info@haysomwardmiller.co.uk Project The Beehive School, Mzuzu, Malawi Client Niall Dorey Date February 2008 Scale 1:200 1:50 Paper size A3

5 NOTE All structural components are to be approved by structural engineer. Follow engineers specification always and report any discrepancies to architect. GABLE END Timber (or steel) louvres with insect mesh behind, fixed back to end truss, to provide maximum cross ventilation to roof void. COLONNADE Galvanised corrugated steel roof sheeting on softwood purlins at 900mm crs supported off timber rafters, at 767mm crs (3nr. per gridline) on ex 100 x 250 beams. Roof set out to run through flush with library roof Lower beam on brick piers, limewashed finish High level beam on steel CHS post Solar shading at hl with horizontal battens as shown P Q R S T SECTION C Through Entrance Court 7 Downing Place, Cambridge, CB2 3EL, UK T: F: E: info@haysomwardmiller.co.uk Project The Beehive School, Mzuzu, Malawi Client Niall Dorey Date February 2008 Scale 1:200 1:50 Paper size A3

6 NOTE All structural components are to be approved by structural engineer. Follow engineers specification always and report any discrepancies to architect. ROOF CONSTRUCTION Galvanised corrugated steel roof sheeting on steel Z section purlins at 900mm crs supported mid span off fan shaped timber struts as drawn at mm crs (located on each gridline) supporting ceiling joists running perpendicular to trusses at 1500 crs to support sw battens at 900 crs to carry t&g, knott free ceiling boarding running lengthways 75mm mineral wool insulation laid above ceiling provide ventilation to eaves, ridge and gable ends as described WALL CONSTRUCTION Locally sourced bricks for solid load bearing walls, in hall generally brick and a half thick, either solid or with concrete filled cavity. Reinforced concrete ringbeams, 300mm deep, at levels as shown. Generally walls to be flush pointed with limewash externally and at high level internally, and painted with emulsion below lower ringbeam FOUNDATION CONSTRUCTION To approval of building inspector following assessment of local ground bearing capacity. See also Section A. P Q R S T SECTION D Through Hall 7 Downing Place, Cambridge, CB2 3EL, UK T: F: E: info@haysomwardmiller.co.uk Project The Beehive School, Mzuzu, Malawi Client Niall Dorey Date February 2008 Scale 1:200 1:50 Paper size A3

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