route is also considered. Circulation routes consists of a series of ramps/ slopes, lifts, and various lengths of stairs/ steps to access any part of the building from any part of the building.Just like the snake and ladders board game, the movement is simply dictated by a roll of a dice (point of entrance the building is the start of the game). The accumulated number from ones dice roll, determines the square one’s Counter lands on. The number count can ends one’s Counter on the base of a ladder, allowing a counter to progress; for example, from square 1 to square 38 or 9 to 31 or 13 - 56, making one to move quicker to the end of the game. (For more info on snakes and ladders game, please refer to the rules of the game).

CONCEPTThe museum/ gallery is proposed to house and revive the legacy of Joe (Mr. Piano) Henderson’s musical talent in Glasgow. Joe’s music career as a professional pianist began as a child at age 15 in Glasgow. He went on to inspire millions of Brits in the 1950s until his death in 1980 at the age of 60. Joe’s talent earned him a place in the music industry and as a Glaswegian, a museum/ gallery is dedicated to celebrate him. The aim of this museum/ gallery is to create a space where young people could see an impersonator perform his music, and allow people who never had the chance to experience his music, to have a glance of who Joe Henderson Mr. Piano music was in the 1950s.

ARCHITECTURAL STAND

CLADDING MATERIALThe cladding panels specified for the museum external cladding derived from the glass top of Joe’s piano (shown in his image aside). The panels are produced from recycle plastic materials; melt, mixed with graded sand and moulded to the pattern you see, (template frame to be used). The double layer of the cladding suggests; the Glasgow in the 21st century, as progressive Glasgow in Goldish coated finish, while the coated greyish suggests; the Glasgow 50 years earlier during Joe’s musical career, which Johnston McKay refers to as was dirty stonework (in the quote aside).

MUCEM Museum presents: * Cladding precedent, * Long run of circulation walkway * Utilises combination of natural light and artificial lighting.

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SUSPENSION TOWER TOCARRY BRIDGE

STAIRS ACCESSIBLE FROMANY PART OF THE BRIDGE

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SOUND: Sound control with curve surfaces.Sound reflection (echo) can be huge problems in theatre spaces. Ceiling in the main performance space have curve surfaces so that it can absorb sound deflection. The idea is inspired by the technique used in a Blown Speaker, where all sound are directed to what is known as the dust cover which in return transmit/ spread sound to the cone, to enhance the reduction of echo sounding.

(Please use SECTION D-D for technique use to reduce reflection sound with curve surfaces)

1. Wall mounted sound absorbers are considered to control reflective sound in all performance spaces2. Okoume Marine panel (noise reduction up to 30dB) to be use for all wall build-up in performance spaces.3. All laminated floors and ceilings to be mounted on sound resilient mat/ blocks to control airborne and impact .

WISCONSIN UNION THEATRE

PROPOSED SITE PLAN

Same analogy is utilised here to create the circulation system, giving the building user a flexibility to use quick access through stairs to get to where they wish to be. Aso giving access to those who wishes to utilise long routes passingthe day, strolling on approx.500m long ramps/ slopes, with views into the huge open spaces below and above. The building’s huge volume provides within some exceptional spaces for gathering and day to day management of the building (theatre/ offices/ toilets/ green room, etc.), with systems incorporation (sound separation and privacy) to create barriers from public to private areas.

CIRCULATIONThe building circulation system is based on snake and ladders board game. The aim is to create a system thatallows the building user to reach any part of the building via two forms of circulation systems (short and long walk). Depending on the route the user choses when entered in the building will determine the experience they are expose to. The ramp focuses on creating a prolonging experience for the user while taking a long walk on a gentle slope walk way, allowing views into display spaces from every angle; providing bird-eye and level view. This is the intention for the long circulation. The idea to provide a flexible walk ways for people who desire to get to specific places without taking the long

CONCEPTUAL MODEL

MAIN ENTRANCE

EXHIBITION 1 DISPLAY

HUTCHESON STR. ELE

Tectonic Reference

SOLAR HEAT GAIN SECTION G-G

CIRCULATION & FIRE SAFETY

FIRE STRATEGY - Section 2.9 provide guideline for fire safety design

The building have two main concrete core to house fire escape stairs, position 32m apart, meaning the building user will have 16m approx. to access each exit in any direction. One fire exit located on third floor provide approx. 18m travel distance unobstructed to east face and other less than 10m on the west face. Ground and First floor provides compartm-entation corridors to keep out fire and smoke, and smoke extractors provided in all compa-rtments and on fire escape structural cores. The concrete cores to be rigid structure to prevent fire and smoke in the event of fire.

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PROTECTED ZONES & DIRECTION TO ESCAPE ROUTES

Compartment wall with smoke sealed fire door (90 minutes fire resistant).

Fire escape to protected zones to not exceed 15m in one direction and up to 32m for more than single direction.

Fire structural concrete core with smoke extractors and emergency lighting to current BS standard.

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LIGHTING: Natural and Artificial System.

The building relies on both natural and artificial lighting systems, which the natural light is provided from the east and west faces of the building, and artificial lighting is supplied by PV panels used on the glass roof above. Natural light penetrates through the clear glass facades and gradually flow through the open spaces, meeting with some natural light descending from the clear pv panels on the roof. The pv panels specified should be clear glass to allow natural light to penetrate sufficiently from the top to the open spaces below. White painted walls will also contribute to lighting up the space.The limiting use of partition walls is aimed to help strenghten natural light flow into open spaces. Only spaces needing an absolute lighting are those on the ground floor, staff areas, and the performance space, where artificial lighting will be required to power up the musical instruments and staging equipment.

ENERGY AND ENVIRONMENT

FIRE SMOKE EXTRACTION

Sound ManifestationBlown Speaker

SECTION D-D

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MEV-DC Air Outlet

dMEV Outlet

VENTILATION FLOW SECTION E-E

SECOND FLOOR PLAN

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THIRD FLOOR PLAN

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FIRST FLOOR PLAN

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GROUND FLOOR PLAN

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GROUND FLOOR

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GROUND FLOOR

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DV Air Inlet

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HEATING AND COOLING: COMBI SYSTEM - PASSIVE HEATING AND MVHR

Underfloor passive heat storage system; Allow thermal mass concrete floor to absorb heat into PCM (phase-change material, heat absorber) storage during the day from direct sun contact or from sun radiant heat. It reradiates this warmth back into the building for heating.MVHR systems are used for air supply; air extract and transfer to zones within the building. A heat exchanger is at the heart of the system, whilst fans provide the air movement. Most systems have ducting to the various rooms/ spaces. Habitable rooms are provided with fresh air and wet rooms are extracted on a continual basis

Fire Escape and Protected Zones

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STRUCTURE

STRUCTURAL LAYOUTLOAD-BEARING PATHS

POSITIONS OF LOADCARRYING MEMBERS

Live Loads (furniture, equipment, humans, etc.) and Dead Loads (structural members; beams, walls, floors, etc.) are transferred through horizontal members; beams to vertical members; columns to the ground.

Standalone members to carry walk way (ramp)

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DETAIL ANNOTATION

1. Raft/ Edge Beam Foundation. This type of foundation can be used on piles to uniformly distribute bearing loads on greater grounder area. Raft foundation type is usually prescribe if bearing ground is belief to be weak bearing.2. Steel Column - Common/ Continuous Column: are normally used on the corners-edges to carry beams loads. 3. Steel Column - Jack Column: act exactly what the name implies, unlike continuous columns the jack columns are used to strengthen span of a beam.4. Steel Fillet Angle Guider/ Cleat - pre-welded onto column to assist in easy fixing.5. Base Plate Grouted to foundation - Fixed on pre-cast bolted to hold down column. Steel levelling grout may be used to level up column.6. Castellated Beam - Hollow Beams are used to increase depth of beams without using much amount of material. It also allow services to be freely installed without affecting the strength of beam.7. End Plate/ Web Cleat - welded onto beam and bolted to column.8. Square Hollow Beam- fixed on selected floor types, why services are not required to pass through floor or ceiling.9. Floor Built-up - Metal Deck with Anti Shear Stud welded through deck to beam. Floor consist of; Deck, Studs, Rebars and In-situ Concrete.

DETAIL ANNOTATION

a) Holding Down Bolted Connection.b) Connecting Bolts.c) Column Erecting Cloat.d) Structural Shear Stud.e) Reinforced Bars

DETAIL 01 - FOUNDATION

DETAIL 02 - CONTINUOUS COLUMN

Detail 02

Detail 01

Detail 03

DETAIL 03

Detail 04

DETAIL 04 - KNEE

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DETAIL 05

Detail 02

STRUCTURAL HIERARCHY

200 x 225mm Universal Column

500 x 175mm Castellated Beam

406 x 140mm Universal Beam

200 x 200mm Rectangular Hollow Section

465 x 155mm Universal Beam

230 x 225mm Universal Column/ Banm

KEY STRUCTURAL MEMBERS

600mm Diametre Concrete Column cast over column

Detail 05

STRUCTURAL ELEVATION - RIGHT STRUCTURAL ELEVATION - FRONT

3 4 52 6 71 8 9 9 98 82 4 741

EXTERNAL WALL DETAIL SECTION EXTERIOR CLADDING

DETAIL PLAN

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DETAIL ANNOTATION

1 12.5mm Dry Finish on 22mm Plywood fixed through insulations on 35mm Insulation on 25mm service gap filled with Insulation.2 215 x 215 x 440 Hollow Aggregate Concrete Block.3 Airtight Layer on outer face of block-work.4 85mm Rigid Insulation.5 Watertight Layer6 15mm Rain-screen Panel7 Metal Rail/ Mullion fixed through insulation to structural frame/ block-wall with drill-bolted fix.8 35mm Cladding Panel (mixed sand and melted recycle plastic) lock-clipped to Channel Rail to take second panel.9 50mm Secondary Cladding Panel (same material) screw-fixed to primary panel.

DETAIL B - SLIDING DOOR ON 2nd FLOOR DETAIL C - 90 minutes FIRE DOOR DETAIL A - uPVC DOOR HEAD DETAIL D - POCKET DOOR TO STAFF BREAK ROOM DETAIL E - OTHER DOOR IN MANAGEMENT AREA

CONSTRUCTION

EXTERNAL WALL DETAIL INTERNAL WALLS DETAIL

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Detail 03

Detail 01

Detail 02Detail 04

Detail 03

Sound Panel

Interior Face

Exterior Face

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Auditorium

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STAGE DETAIL SECTION

VENT POD - SECTION

UPPER SEATING - DETAIL SECTION

LOWER SEATING - DETAIL SECTION

AUDITORIUM LAYOUT

SIGHT LINESSeated spectator eye height: 1120 + 100mm

Tread of seating tier (row spacing) T: 800 – 1150mm

Head clearance C: C1= 65mm: minimum clearance/ row, assuming Spectator will see between heads row in front (every-other-row vision)C2= 130mm allow spectator to see overhead of spectator on front row.Seating Rise (R). Difference in height between adjacent seating platforms and floor slope.Arrival Point of Sight (APS) or Focal Plane (FP): intersection of highest sighting at focal plane positioned 50mm above stage platform.

Distance Calculation: Horizontal distance from eye of seated spectator to APS:D1 = distance from eye of first row to APSDn = distance from eye of given row n to APSElevation: Vertical height of eye of seated spectator row above focal planeE1 = vertical height of eye of first row above focal planeEn = vertical height of eye of given row n above focal planeE1 = 0 establishes max stage height allowable, i.e. 1060mm

Constant rise floor slope: sight lines from rows parallel; APS determined by intersection of sight line from last or highest row at focal plane: Refer to formula for more understanding of seating treads, rise and APS determination.

SEATING & APS FORMULA

ISOMETRIC VIEW OF UPPER AND LOWER AUDIENCE SEATING

ISOMETRIC VIEW OF PERFORMANCE STAGE

UPPER SEATINGUpper seating consist of sound resistant insulation belowreinforced concrete slab cast on metal decKing withstuds welded onto the castellated steel beam. Atop is anti-vibration mat/ resilient spread on concreteto take timber studs noggins, etc.Levelled with oriented strand boards and finished with glued sawn wooden plunks, sand and polish finished.

LOWER SEATINGLower seating on reinforced in-situ ribs cast and Edge raft beam foundation (personal preference: for uniform load distribution purposes) with min 300mm reinforced in-situ concrete floor, 360mm thermal rigid insulation to take 200mm reinforced concrete topping to take timber floor built-up and block wall for stepped tread seating finish in timber beatens suspended on sound resilient, osb & glued sawn wooden plunks, sand and polish finished.