colin harkin_final year - project work

COLIN HARKIN 2015

ARCHITECTURAL TECHNOLOGIST DESIGN PORTFOLIO

OASIS INFILL FACADE DESIGN

REVISED BY

SHEET NAME

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER

COURSE NAMEARC502 PROJECT DESIGN

CPHDESIGNS

A2-01

Colin Harkin B00543255

Oasis Infill Design

Presentation Drawings 1

Photoshop Front Infill Design Elevation

Infill Section Detail

1 : 1Oasis Infill Perspective View1

Front Infill Grayscale

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REVISED BY

SHEET NAME

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER

COURSE NAMEARC502 PROJECT DESIGN

CPHDESIGNS

A2-02

Colin Harkin B00543255

Oasis Infill Design

Presentation Drawings 2

Belfast City is the central location for fashion and new design trendsthroughout Northern Ireland. So for the Oasis Infill Project I wanted tocreate a new and innovative building that reflected those features

The Proposed Spertus Institute building In Chicargo, Illinois and themore prominently the Trutec Building in Seoul, Korea by BarkowLeibinger Architects were the basis of inspiration for the facade design.Autocad, Revit and Photoshop software were used to produce images

The facade design provides a vast viewing area, lighting and largedisplay areas to position products for potential customers. The vibrantcolours are welcoming and ligthen the atmosphere between theadjacent buildings

Aswell as trying to incoporate a new and innovative design for thebuilding, I wanted to stay on touch with traditional Belfast Architectureby integrating Red Brick cladding. The Oasis building is theoretically splitinto two sections, each linking to their adjacent structure. The mainGlazing facade reflects the Window heights and levels on one side,whereas the smaller Glass facade, infill panels and photovoltaics reflectthe heights and levels of the other.

Trutec Building Seoul, Korea

Proposed SpertusInstitute, Chicargo

Abstract

Proposed PerspectiveCurrent Oasis Perspective View



GROUP PRACTICE REFURBISHMENT

REVISED BY

SHEET NAME

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER

MODULE NAMEARC500J2 CONVERSION ANDADAPTION OF BUILDINGS

CPHDESIGNS

A101

COLIN HARKIN B00543255

GROUP PRACTICE

EXISTING DEMOLITIONDEMOLITION

Existing Front Elevation to Remain. Red Markings Outline Walls andParty Walls to be Demolished. Grey Marked Walls of Existing Building toRemain. Windows/ Doors to be removed along with Adjacent DemolishedWalls. Main Stair Case to Remain and Re-supported with Steel Column.Entire Garage at Rear of Dwelling to be Demolished and Removed. AnyReusable Material to be Retrieved and Reused if appropriate. ResultantDebris to be Collected and Distributed to Waste Disposal Site.



REVISED BY

SHEET NAME

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER


CPHDESIGNS

A103


GROUP PRACTICE

PROPOSED PLANS

FoundationsFoundations shall be situated centrally underwalls. Where foundations require to be steppedthey shall overlap by twice the height of the stepor the thickness of the foundation or 300mmwhichever is greater.Steps shall not be of greater height than thethickness of the foundation.700x400mm conc. strip foundations shall beused for 300mm cavity walls.Foundations should be a min of 750mm deeptaken down to a firm bearing strata.

HardcoreThe hardcore shall be a min of 150mm deep atthe highest point of infill to a max of 600mm.Hardcore should be consolidated in 225mmmax.layers with a mechanical vibrator.

RadonProvide preformed radon cavity barrier andcontinuous floor membrane 1200gauge(300micron).If a Monarflex radon membrane or similar is usedthis should be laid strictly in accordancewith manufactures instructions. Where servicepipes penetrate the membrane these should besleeved using appropriate pipe collars, stainlesssteel adjustable clips and sealing tape.

Ground Floor ConstructionAs Detail

First Floor Construction100mm Sand/Cement Screed on 150mm PrecastHollowcore Slabs to Engineers Design. 50X50mm TimberBattens to be Shot Fixed to Underside of Slabs With 1Layer of 12.5mm Plasterboard and Skim Finish

LintelsPrestressed lintels should be used in openings up to 2.5min accordance withconcrete manufacture’s specifications. Keystone SK/90lintels should be used over openingsgreater than 2.5m to the max. span and loadingsrecommended by the manufacture’s andhave 225min end bearing.

Fixed Internal Lighting100% Energy efficient light fitting shall be installed.Fixed External Lighting as lamp capacity not greater than100 lamp-watts per light fitting. All lampsautomatically controlled so as to switch off after the area litby the fitting becomes unoccupied. All lamps automaticallycontrolled so as to switch off when daylight is sufficient.

Access to and into a DwellingWhere the drive way provides a whole or part ofthe approach it shall not exceed a gradientof 1:20. Where the point of entry is at theboundary it shall have an unobstructed width ofnot less than 900mm. The approach surfaceshall be firm and even and the cross fall shall notexceed 1:40. Ramps should have gradients asfollows: Length 10m – Gradient 1:15, Length 5mGradient 1:12 with landings not less than1200mm.

Principal entrance door shall have a minimumclear opening width of not less than 775mm anda maximum threshold of 15mm. All internaldoors to the principal storey shall be a minimumwidth of 750mm to 1200mm circulation routesand 800mm to 900mm circulation routes.

StairsMin unobstructed width for flight should be800mm. Rise and Going to sizes as indicatedonplans. Handrails should be 900mm above pitchline of stair with vertical balustrading at 900mmcentres. Balustrade within dwelling should be aminimum of 900mm high. Handrails should beprovided to both sides of stair which exceeds1.000m.in width. Headroom shall be 2.00m minover full width of stair.

Lateral RestraintProvide 1.5m x 32 x 6mm galvanised m.s.lateral restraint straps to first floor,ceilingand roof levels. Straps to be at 2m centres,built into wall and extend over 3 no.joists /rafters with bridging under. Strapsshould be screwfixed to joists/rafters.

Pitched Roof ConstructionRoof covering as indicated on elevations on38 x 25mm s.w. pressure impregnated battenson 'Rein' breathable underlay.Roof trusses to be at 400mm centres designedand braced.Horizontal, diagonal and web bracing to be100 x 25mm. Double trusses to be used totrimming Rooflight in accordance withmanufacturer’s details. Ceilings at roof levelshould be finishedwith 9.5mm plasterboard bonding and skim.Trussses to be double nailed to 100x50mmTreated Timber Wallplate. Wallplate to beSecured to Wall with 30x5mm Galv. M.S.Straps at Max. 2m Ctrs. Wallplate to be halfLapped at All Connections. Provided to Gablesat Rafter and Ceiling Joist Level with 30x5mmGalv. Straps secured to Wall & TimberNoggings. Timber Noggings to be Installedbetween Last 3 No. Trusses at Rafters andJoist Level at Max 2m Ctrs.

LiftLift provided by Olympic. Cart Dimensions1100mm x 1400mm. 900mm Access providedfor Ease of Access.

Brick/Block Cavity WallsCavity walls shall be 300mm thick overall with a 100mmcavity. Ancon Type A wall tiespositioned at 750mm centres horizontally and 450mmcentres vertically and staggered.Additional ties should be provided at reveal at 215mmcentres vertically.Cavities and wall ties should be kept clean of mortardroppings. Provide patentedexpansion joints horizontally every 8m in blockwork. D.P.C.’sshould overlap and be bonded to dpm and be a min of150mm above finishedground levels.

Existing Walls Dry LiningAll Existing Walls to be Dry Lined with 70mm Thick'Kingspan' Thermawall TW52. The Thermawall TW52 BoardsAre to be Fixed to 70X70mm Metal Studs Fixed to wall atmax 600mm Ctrs Vertically, Metal studs are also to bepostioned horizontally at Floor and Ceiling Level. . Groundfloor ceilings should be finished using 12.5mm plasterboardbonding and skim .

Stud WallsInternal Stud Walls To have 100 x 50mm headand sole plates with 100 x 38mm s.w. vertical studs at400mm centres vertically withhorizontal solid budging at 1.2m centres. Walls to beinsulated with 100mm rockwool or and sheeted either sidewith 9.5mm plasterboard bonded and skim. Walls to showerand other areas to be tiled to receive either moistureresistant plasterboard.

PROPOSED GROUND FLOOR 1:50 PROPOSED FIRST FLOOR 1:50



REVISED BY

SHEET NAME

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER


CPHDESIGNS

A104


GROUP PRACTICE

PROPOSED ELEVATIONS 1

ROOF FINISHFlat Imperial Grey Roofing Slates

GUTTERS/ DOWNPIPESWhite uPVC Cast GuttersWhite75mm DiameterDownpipesFitted with Brackets

SILLS100mm Deep Concrete Cillsthroughout

WALL FINISHSmooth Beige Plaster Finish withQuoins

WINDOWSNew uPVC Double Glazed SashWindows to match Existing with16mm Argon Filled K Glassthroughout. Fitted with TrickleVents.

RAMPSRamps at Front and BackEntrance at 1:20 Gradient toLevel Threshold

1 : 50South

1 : 50North

1 : 1Medical Centre Perspective 1

BARGE100X38mm Barge Ladder WithNoggins at 600 Crs Max



2no. course QUINN-LITEB5 Thermal Block. Belowground blocks coated inSika Black Bitumen Paint

FLOOR CONSTRUCTION

100mm Sand Cement Screed100mm Kooltherm K3Insulation500g Vapour Barrier125mm Concrete Sub Floor1200g Radon Barrier40mm Sand Blinding150 Min Hardcore

Cavity Insulation &Ancon Teplowall ties

Plaster & Skim Finish toInternal WallsStepped DPC to be bonded

to radon/ dpm sheet andsealed with suitable waterresistant selant

G.L

DPC laid 150mmAbove G.L.

G.F.L

25mm PerimeterInuslation

DPC in Wall

400mm wide wall footing

100mm Kooltherm K8Insulation to cavity

GROUND FLOOR DETAIL

19°

Glidevale RV601Eaves Ventilatorled continuouslyover rafters

400mm total mineral woolinsulation(conductivity 0.035W/mK) over and betweentimber joists

Eaves Carrier

Rein Roofing Felt

Plaster andSkim finish toInternal walls

100mm Kooltherm K8Insulation to cavity

100mm x50mm WallPlate

19' Roof Pitch

Continuous Insulationprovided by no break inLayer between cavityand Roof Insulation

Imperial Grey 600x300mmRoofing Slates38mm x 25mm

Timber Battens

uPVC Fascia andSoffit

EAVES DETAIL

-1215Top of Foundation

-225External Ground Level

-515Wall Base

6415Eaves Level

8965Ridge Level

3230FFL

0GFL

LIFT

SH

AFT

2,97

0

3,37

0

1,690

2,87

0

1,40

0

WEST SECTION

Existing Timber FloorConstruction treated andrefurbished 150mm SoundProofing Insulation providedbetween Joist space.

1400mm Pit provided for Lift.Over 3m room provided atHead.140mm Cast-In-situReinforced Concrete wall to liftshaft. 1200 gauge DPM/Radonbarrier on 50mmInsulation board and sand blindingon compacted hardcore

Existing Ground FloorFinish Floor excavated andreplaced to match NewGround Floor Make-up

Velux Rigid Sun TunnelTWR/ TLR provided asManufacturers Spec.Aluminium Rigid Tunnelextending to Ceiling Level

Existing Frontal StoneWall to Remain. Dry LiningWall Board attached toMetal Stud frame as inPlan Detail

1200 guage DPM to be lappedand sealed with tanking to lift pitand existing DPM/tanking toensure complete, continuousmembrane impermeable tomoisture penetration throughout

3,37

0

Velux Rigid SunTunnel TWR/ TLR

Double truss applied aroundRooflight opening trimmedwith supporting brackets andnoggings

140mm KingspanRigid Insulationplaced betweenTruss rafters

250x 50mm Roofing trussat 400mm centres.

ROOF-LIGHT DETAIL

REVISED BY

SHEET NAME

A106

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER

MODULE NAME

ARC500J2 CONVERSION AND

ADAPTION OF BUILDINGS


GROUP PRACTICE

SECTION AND DETAILS

C

PH

DESIGNS

Insulation

2 Layers of 200mm Glass Fibre Insulation

between and over joists

140mm Kingspan Rigid board Insulation

placed between Rafters

Bracing

1 100X25mm Longitude Bracing

2 100X25mm Diagonal Bracing

3 100X25mm Diagonal Web Bracing

REVISED BY

SHEET NAME

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER


CPHDESIGNS

A107


GROUP PRACTICE

SITEPLAN & PERSPECTIVEVIEWS

1 : 1Medical Centre Perspective View 2

1 : 1Medical centre Perspective 1

1 : 1Medical Centre Perspective 2

1 : 200Site



HARLEY DAVIDSON CENTRE DESIGN

GFL15150

FFL19150

Main Roof Level23190Wall Top21950

GFL15150

FFL19150


ROOF FINISH

Kingspan Lo-Pitch KS1000LP shallow

profiled Insulated Panel

GUTTERS/ DOWNPIPES

Black uPVC Gutters

Black 75mm Diameter Downpipes

Fitted with Brackets

SILLS

100mm Deep Concrete Cills throughout

WALL FINISH

Smooth Beige Plaster Finish

Smooth Plaster Finish Finished with 2

layers Orange Paint coating

Orange Rainscreen Panelling

WINDOWS

New uPVC Double Glazed Windows with

16mm Argon Filled K Glass

throughout.Fitted with Trickle Vents.

Self Cleansing Front Embedded Double

Glazing

RAMPS

Ramps at Front and Back Entrance at

1:20 Gradient to Level Threshold

GFL15150

FFL19150


GFL15150

FFL19150


EAST ELEVATION 1:100

WEST ELEVATION 1:100

SOUTH ELEVATION 1:100

NORTH ELEVATION 1:100

REVISED BY

SHEET NAME

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER

MODULE NAME

ARC502 PROJECT DESIGN

C

PH

DESIGNS

A106


HARLEY DAVIDSON DEALERSHIP

ELEVATIONS

REVISED BY

SHEET NAME

PROJECT NAME

SHEET NUMBER

STUDENT NAME

RAYMOND IRVINE

STUDENT NUMBER

MODULE NAME

ARC502 PROJECT DESIGN

CPHDESIGNS

A107


HARLEY DAVIDSON DEALERSHIP

3D DRAWINGS

1 : 1Harley Dealership_External 3D - 1

1 : 1Harley Dealership_External 3D-2



colin harkin_final year - project work

Design

sheet number student

oasis infill project

innovative design

oasis building

oasisinfillfacade design

new design trends

infill panels

infill grayscale