Architectural Design - Revit, CAD & Photoshop

1. COLINHARKIN 2015
ARCHITECTURALTECHNOLOGIST
DESIGN PORTFOLIO

2. OASISINFILLFACADE
DESIGN

3. REVISED BY
SHEET NAME
PROJECT NAME
SHEET NUMBER
STUDENT NAME
RAYMOND IRVINE
STUDENT NUMBER
COURSE NAME
ARC502 PROJECT DESIGN
CPH
DESIGNS
A2-01
Colin Harkin B00543255
Oasis Infill Design
Presentation Drawings 1
Photoshop Front Infill Design Elevation
Infill Section Detail
1 : 1
Oasis Infill Perspective View
1
Front Infill Grayscale
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4. REVISED BY
SHEET NAME
PROJECT NAME
SHEET NUMBER
STUDENT NAME
RAYMOND IRVINE
STUDENT NUMBER
COURSE NAME
ARC502 PROJECT DESIGN
CPH
DESIGNS
A2-02
Colin Harkin B00543255
Oasis Infill Design
Presentation Drawings 2
Belfast City is the central location for fashion and new design trends
throughout Northern Ireland. So for the Oasis Infill Project I wanted to
create a new and innovative building that reflected those features
The Proposed Spertus Institute building In Chicargo, Illinois and the
more prominently the Trutec Building in Seoul, Korea by Barkow
Leibinger 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 large
display areas to position products for potential customers. The vibrant
colours are welcoming and ligthen the atmosphere between the
adjacent buildings
Aswell as trying to incoporate a new and innovative design for the
building, I wanted to stay on touch with traditional Belfast Architecture
by integrating Red Brick cladding. The Oasis building is theoretically split
into two sections, each linking to their adjacent structure. The main
Glazing facade reflects the Window heights and levels on one side,
whereas the smaller Glass facade, infill panels and photovoltaics reflect
the heights and levels of the other.
Trutec Building Seoul, Korea
Proposed Spertus
Institute, Chicargo
Abstract
Proposed PerspectiveCurrent Oasis Perspective View
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5. GROUPPRACTICE
REFURBISHMENT

6. REVISED BY
SHEET NAME
PROJECT NAME
SHEET NUMBER
STUDENT NAME
RAYMOND IRVINE
STUDENT NUMBER
MODULE NAME
ARC500J2 CONVERSION AND
ADAPTION OF BUILDINGS
CPH
DESIGNS
A101
COLIN HARKIN B00543255
GROUP PRACTICE
EXISTING DEMOLITIONDEMOLITION
Existing Front Elevation to Remain. Red Markings Outline Walls and
Party Walls to be Demolished. Grey Marked Walls of Existing Building to
Remain. Windows/ Doors to be removed along with Adjacent Demolished
Walls. Main Stair Case to Remain and Re-supported with Steel Column.
Entire Garage at Rear of Dwelling to be Demolished and Removed. Any
Reusable Material to be Retrieved and Reused if appropriate. Resultant
Debris to be Collected and Distributed to Waste Disposal Site.
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7. REVISED BY
SHEET NAME
PROJECT NAME
SHEET NUMBER
STUDENT NAME
RAYMOND IRVINE
STUDENT NUMBER
MODULE NAME
ARC500J2 CONVERSION AND
ADAPTION OF BUILDINGS
CPH
DESIGNS
A103
COLIN HARKIN B00543255
GROUP PRACTICE
PROPOSED PLANS
Foundations
Foundations shall be situated centrally under
walls. Where foundations require to be stepped
they shall overlap by twice the height of the step
or the thickness of the foundation or 300mm
whichever is greater.
Steps shall not be of greater height than the
thickness of the foundation.
700x400mm conc. strip foundations shall be
used for 300mm cavity walls.
Foundations should be a min of 750mm deep
taken down to a firm bearing strata.
Hardcore
The hardcore shall be a min of 150mm deep at
the highest point of infill to a max of 600mm.
Hardcore should be consolidated in 225mm
max.layers with a mechanical vibrator.
Radon
Provide preformed radon cavity barrier and
continuous floor membrane 1200gauge
(300micron).
If a Monarflex radon membrane or similar is used
this should be laid strictly in accordance
with manufactures instructions. Where service
pipes penetrate the membrane these should be
sleeved using appropriate pipe collars, stainless
steel adjustable clips and sealing tape.
Ground Floor Construction
As Detail
First Floor Construction
100mm Sand/Cement Screed on 150mm Precast
Hollowcore Slabs to Engineers Design. 50X50mm Timber
Battens to be Shot Fixed to Underside of Slabs With 1
Layer of 12.5mm Plasterboard and Skim Finish
Lintels
Prestressed lintels should be used in openings up to 2.5m
in accordance with
concrete manufacture’s specifications. Keystone SK/90
lintels should be used over openings
greater than 2.5m to the max. span and loadings
recommended by the manufacture’s and
have 225min end bearing.
Fixed Internal Lighting
100% Energy efficient light fitting shall be installed.
Fixed External Lighting as lamp capacity not greater than
100 lamp-watts per light fitting. All lamps
automatically controlled so as to switch off after the area lit
by the fitting becomes unoccupied. All lamps automatically
controlled so as to switch off when daylight is sufficient.
Access to and into a Dwelling
Where the drive way provides a whole or part of
the approach it shall not exceed a gradient
of 1:20. Where the point of entry is at the
boundary it shall have an unobstructed width of
not less than 900mm. The approach surface
shall be firm and even and the cross fall shall not
exceed 1:40. Ramps should have gradients as
follows: Length 10m – Gradient 1:15, Length 5m
Gradient 1:12 with landings not less than
1200mm.
Principal entrance door shall have a minimum
clear opening width of not less than 775mm and
a maximum threshold of 15mm. All internal
doors to the principal storey shall be a minimum
width of 750mm to 1200mm circulation routes
and 800mm to 900mm circulation routes.
Stairs
Min unobstructed width for flight should be
800mm. Rise and Going to sizes as indicated
on
plans. Handrails should be 900mm above pitch
line of stair with vertical balustrading at 900mm
centres. Balustrade within dwelling should be a
minimum of 900mm high. Handrails should be
provided to both sides of stair which exceeds
1.000m.in width. Headroom shall be 2.00m min
over full width of stair.
Lateral Restraint
Provide 1.5m x 32 x 6mm galvanised m.s.
lateral restraint straps to first floor,ceiling
and roof levels. Straps to be at 2m centres,
built into wall and extend over 3 no.
joists /rafters with bridging under. Straps
should be screwfixed to joists/rafters.
Pitched Roof Construction
Roof covering as indicated on elevations on
38 x 25mm s.w. pressure impregnated battens
on 'Rein' breathable underlay.
Roof trusses to be at 400mm centres designed
and braced.
Horizontal, diagonal and web bracing to be
100 x 25mm. Double trusses to be used to
trimming Rooflight in accordance with
manufacturer’s details. Ceilings at roof level
should be finished
with 9.5mm plasterboard bonding and skim.
Trussses to be double nailed to 100x50mm
Treated Timber Wallplate. Wallplate to be
Secured to Wall with 30x5mm Galv. M.S.
Straps at Max. 2m Ctrs. Wallplate to be half
Lapped at All Connections. Provided to Gables
at Rafter and Ceiling Joist Level with 30x5mm
Galv. Straps secured to Wall & Timber
Noggings. Timber Noggings to be Installed
between Last 3 No. Trusses at Rafters and
Joist Level at Max 2m Ctrs.
Lift
Lift provided by Olympic. Cart Dimensions
1100mm x 1400mm. 900mm Access provided
for Ease of Access.
Brick/Block Cavity Walls
Cavity walls shall be 300mm thick overall with a 100mm
cavity. Ancon Type A wall ties
positioned at 750mm centres horizontally and 450mm
centres vertically and staggered.
Additional ties should be provided at reveal at 215mm
centres vertically.
Cavities and wall ties should be kept clean of mortar
droppings. Provide patented
expansion joints horizontally every 8m in blockwork. D.P.C.’s
should overlap and be bonded to dpm and be a min of
150mm above finished
ground levels.
Existing Walls Dry Lining
All Existing Walls to be Dry Lined with 70mm Thick
'Kingspan' Thermawall TW52. The Thermawall TW52 Boards
Are to be Fixed to 70X70mm Metal Studs Fixed to wall at
max 600mm Ctrs Vertically, Metal studs are also to be
postioned horizontally at Floor and Ceiling Level. . Ground
floor ceilings should be finished using 12.5mm plasterboard
bonding and skim .
Stud Walls
Internal Stud Walls To have 100 x 50mm head
and sole plates with 100 x 38mm s.w. vertical studs at
400mm centres vertically with
horizontal solid budging at 1.2m centres. Walls to be
insulated with 100mm rockwool or and sheeted either side
with 9.5mm plasterboard bonded and skim. Walls to shower
and other areas to be tiled to receive either moisture
resistant plasterboard.
PROPOSED GROUND FLOOR 1:50 PROPOSED FIRST FLOOR 1:50
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8. REVISED BY
SHEET NAME
PROJECT NAME
SHEET NUMBER
STUDENT NAME
RAYMOND IRVINE
STUDENT NUMBER
MODULE NAME
ARC500J2 CONVERSION AND
ADAPTION OF BUILDINGS
CPH
DESIGNS
A104
COLIN HARKIN B00543255
GROUP PRACTICE
PROPOSED ELEVATIONS 1
ROOF FINISH
Flat Imperial Grey Roofing Slates
GUTTERS/ DOWNPIPES
White uPVC Cast Gutters
White75mm Diameter
Downpipes
Fitted with Brackets
SILLS
100mm Deep Concrete Cills
throughout
WALL FINISH
Smooth Beige Plaster Finish with
Quoins
WINDOWS
New uPVC Double Glazed Sash
Windows to match Existing with
16mm Argon Filled K Glass
throughout. Fitted with Trickle
Vents.
RAMPS
Ramps at Front and Back
Entrance at 1:20 Gradient to
Level Threshold
1 : 50
South
1 : 50
North
1 : 1
Medical Centre Perspective 1
BARGE
100X38mm Barge Ladder With
Noggins at 600 Crs Max
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9. 2no. course QUINN-LITE
B5 Thermal Block. Below
ground blocks coated in
Sika Black Bitumen Paint
FLOOR CONSTRUCTION
100mm Sand Cement Screed
100mm Kooltherm K3
Insulation
500g Vapour Barrier
125mm Concrete Sub Floor
1200g Radon Barrier
40mm Sand Blinding
150 Min Hardcore
Cavity Insulation &
Ancon Teplo
wall ties
Plaster & Skim Finish to
Internal WallsStepped DPC to be bonded
to radon/ dpm sheet and
sealed with suitable water
resistant selant
G.L
DPC laid 150mm
Above G.L.
G.F.L
25mm Perimeter
Inuslation
DPC in Wall
400mm wide wall footing
100mm Kooltherm K8
Insulation to cavity
GROUND FLOOR DETAIL
19°
Glidevale RV601
Eaves Ventilator
led continuously
over rafters
400mm total mineral wool
insulation(conductivity 0.035
W/mK) over and between
timber joists
Eaves Carrier
Rein Roofing Felt
Plaster and
Skim finish to
Internal walls
100mm Kooltherm K8
Insulation to cavity
100mm x
50mm Wall
Plate
19' Roof Pitch
Continuous Insulation
provided by no break in
Layer between cavity
and Roof Insulation
Imperial Grey 600x300mm
Roofing Slates38mm x 25mm
Timber Battens
uPVC Fascia and
Soffit
EAVES DETAIL
-1215
Top of Foundation
-225
External Ground Level
-515
Wall Base
6415
Eaves Level
8965
Ridge Level
3230
FFL
0
GFL
LIFTSHAFT
2,970
3,370
1,690
2,870
1,400
WEST SECTION
Existing Timber Floor
Construction treated and
refurbished 150mm Sound
Proofing Insulation provided
between Joist space.
1400mm Pit provided for Lift.
Over 3m room provided at
Head.140mm Cast-In-situ
Reinforced Concrete wall to lift
shaft. 1200 gauge DPM/Radon
barrier on 50mm
Insulation board and sand blinding
on compacted hardcore
Existing Ground Floor
Finish Floor excavated and
replaced to match New
Ground Floor Make-up
Velux Rigid Sun Tunnel
TWR/ TLR provided as
Manufacturers Spec.
Aluminium Rigid Tunnel
extending to Ceiling Level
Existing Frontal Stone
Wall to Remain. Dry Lining
Wall Board attached to
Metal Stud frame as in
Plan Detail
1200 guage DPM to be lapped
and sealed with tanking to lift pit
and existing DPM/tanking to
ensure complete, continuous
membrane impermeable to
moisture penetration throughout
3,370
Velux Rigid Sun
Tunnel TWR/ TLR
Double truss applied around
Rooflight opening trimmed
with supporting brackets and
noggings
140mm Kingspan
Rigid Insulation
placed between
Truss rafters
250x 50mm Roofing truss
at 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
COLIN HARKIN B00543255
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

10. REVISED BY
SHEET NAME
PROJECT NAME
SHEET NUMBER
STUDENT NAME
RAYMOND IRVINE
STUDENT NUMBER
MODULE NAME
ARC500J2 CONVERSION AND
ADAPTION OF BUILDINGS
CPH
DESIGNS
A107
COLIN HARKIN B00543255
GROUP PRACTICE
SITEPLAN & PERSPECTIVE
VIEWS
1 : 1
Medical Centre Perspective View 2
1 : 1
Medical centre Perspective 1
1 : 1
Medical Centre Perspective 2
1 : 200
Site
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11. HARLEYDAVIDSON
CENTREDESIGN

12. GFL
15150
FFL
19150
Main Roof Level
23190
Wall Top
21950
GFL
15150
FFL
19150
Main Roof Level
23190
Wall Top
21950
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
GFL
15150
FFL
19150
Main Roof Level
23190
Wall Top
21950
GFL
15150
FFL
19150
Main Roof Level
23190
Wall Top
21950
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
CPH
DESIGNS
A106
COLIN HARKIN B00543255
HARLEY DAVIDSON DEALERSHIP
ELEVATIONS

13. REVISED BY
SHEET NAME
PROJECT NAME
SHEET NUMBER
STUDENT NAME
RAYMOND IRVINE
STUDENT NUMBER
MODULE NAME
ARC502 PROJECT DESIGN
CPH
DESIGNS
A107
COLIN HARKIN B00543255
HARLEY DAVIDSON DEALERSHIP
3D DRAWINGS
1 : 1
Harley Dealership_External 3D - 1
1 : 1
Harley Dealership_External 3D-2
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