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CURRICULUM VITAE

NIAMH McINERNEY

B Arch

Passionate about Architecture and dedicated to professionalism, I am driven by a keen interest in designing spaces that harmonize with our lifestyle needs. I am a motivated and highly organised individual who thrives in fast paced environments with the ability to produce a high standard of work to required deadlines. With strong teamwork and communication skills, I excel in creating positive relationships with colleagues, with collaboration as a priority to achieve shared goals. I consider myself creative, outgoing and responsible in my approach to work. I am a practical individual who likes problem solving in order to find the optimum design solutions.

CONTACT

Mount Temple Road, Arbour Hill,

EDUCATION

2017 - 2023

Completed a Bachelor of Architecture at The Technological University of Dublin (TU Dublin).

Final year thesis project was entitled ‘The Densification of Tolka Valley: An Architectural Response.’ This thesis explored densification and the resulting needs of a community. It stemmed from research into an analysis of current and projected demographics and housing needs. Having concluded that there is potential for a population increase within Tolka Valley, it is important that the needs of this new population are met with sufficient services to create a diversified and vibrant community.

Modules included:

Architectural Design Studio 1 - 10, Environmental, Services & Materials 1 - 5, History, Theory & Criticism 1 - 7, Visual Communications 1 - 4, Building Technology Structures 1 - 6, Revit, Thesis Development

2011 - 2017

St. Clares Comprehensive School, Manorhamilton, Co. Leitrim, Ireland.

SKILLS PROFILE - ARCHITECTURAL

AutoCAD Revit

Photoshop InDesign

SketchUp Twinmotion Rhino 3D Enscape

Illustrator Physical modelling

WORK EXPERIENCE

Graduate Architect

DMOD Architects Suite 508, Capel Building, St Marys Abbey, Dublin 7 14/08/2023-Present

Projects included:

Ormond Hotel – Tender Stage

Assisted in the creation of tender documents, details & sepcifications for the transformation of a derelict site into a new hotel, integrating adjacent protected townhouse structures

Sackville Place Hostel – Tender Stage

Demolition of existing derelict college building to provide for a modern six-story hostel, with the provision of 125 bedrooms and mixed use space at ground floor level.

Multi-Use Sports Complex – Feasibility Stage

Conducted a feasibility study for a new sports hall catering to local primary schools and football clubs, optimizing layouts within tight budget constraints

West Pharmaceuticals – Construction Stage

Creation of Room Data Sheets to aid with the construction and supply of services to admin buildings

Architectural Assistant

Darmody Architecture

91 Townsend St, Dublin Docklands, Dublin 2, D02 XD92 14/06/2021 - 22/09/2022

Projects included:

Howth Castle – Planning

Contributed to the restoration and redevlopment of Howth Castle to provide a new café restaurant and revitalize the stableyard area

Lidl Ireland – Feasibility/Planning

Conducted feasibility studies to maximize user needs and productivity across various store locations

Royal Hospital Haslar, Gosport, Uk

Change of use of old military building to accommodation. Redesign of layouts to provide 50 apartment units and a leisure area at basement level

Residential extensions – Planning

Extend existing dwellings to provide increased living space & natural daylight to improve quality of life

Tobacco Warehouse Canopy – Planning

Proposed steel frame and glazed canopy walkway to provide covered access between 2 existing buildings.

Architectural Intern

Rhatigan Architects

City Gate, Unit 0, Block A, Connolly St, Abbeyquarter South, Sligo

25/06/2019 - 06/09/2019 & 08/06/2020 - 04/09/2020

Projects included:

Rosses Point Beachery – Feasibility

Surveying & site site analysis of site

Manorhamilton Church – Planning

The introduction of an event space in the church lobby to allow for variety of local functions such as small meetings

D07 R3W4 nmcinerney890@gmail.com (+353) 86 359 1832

Dublin 7,

O N T E N T S

CABRA COMMUNITY EDUCATION CENTRE

Final year thesis project

ORMOND HOTEL

Graduate Architect - DMOD Architects

MULTI-USE SPORTS COMPLEX

Graduate Architect - DMOD Architects

SACKVILLE PLACE HOSTEL

Graduate Architect - DMOD Architects 01 02 05 04 03 06

HOWTH CASTLE RE-DEVELOPMENT

Year Out Project - Darmody Architecture

HACKETSTOWN HOUSING

4th year project

CABRA COMMUNITY EDUCATION CENTRE

Final year thesis project Site Scale: 3,000m² Cabra, Co. Dublin

This thesis aims to explore densification and the resulting needs of a community. This stemmed from research in semester one, where an analysis of current and projected demographics and housing needs were carried out. Having concluded that there is potential for a population increase within Tolka Valley, it is important that the needs of this new population are met with sufficient services to create a diversified and vibrant community. This population increase will create a variety of issues and put enormous pressure on current community facilities. The needs of this projected population must be anticipated and it is important that early infrastructure planning must be carried out before such population and density increases occur. To test this thesis a multi- use community education centre was chosen to supply the needs of all the community.

Please scan here for video walk-through of the project in its urban setting

https://www.youtube.com/ watch?v=xFjzqLtJROU&t=2s

Left: Proposed view looking towards buildingSketchup, Twinmotion& Photoshop

I chose a derelict site in North Cabra to test the thesis. This site was chosen as it would have originally been the heart of Cabra. The area is predominantly residential and has capacity to supply 68 mews houses, as outlined in semester one proposals, to the rear of existing houses. There are also two large residential planning proposals to the North at Broombridge which would cater to 944 new residents and to the South, Hamilton Gardens which is almost complete and will cater for 945 new residents. The current population within this 15 minute city radius is 8,700 and with these proposed developments there is a potential for a 25% population increase to 10,900. The area currently has a variety of services, but it has very few recreational services for residents in the area. As part of my research, I interviewed members of the community. They highlighted current problems in the area such as anti-social behaviour and the lack of a community-based facility where people could gather and meet socially.

+268 People +944 People +945 People Left: Proposed section, ground floor & first floor plan of mews Above: Existing & proposed site location 2 5. Cabra Community College 6. Sancta Maria Day Care Centre 7. Church of the Most Precious Blood 8. Retail units 1.

Union 4. St. Finbarr’s Boys National School Proposed Ground Floor Plan Scale 1.200 Proposed First Floor/Roof Plan Scale 1.200 Proposed Section Scale 1.500 Proposed Ground Floor Plan Scale 1.200 Proposed First Floor/Roof Plan Scale 1.200 Proposed Section Scale 1.500 Proposed Ground Floor Plan Scale 1.200 Proposed First Floor/Roof Plan Scale 1.200 Proposed Section Scale 1.500 Proposed First Floor Plan 1.200 Proposed Ground Floor Plan 1.200 Proposed Site Section 1.200 HOUSING TYPOLOGY

Proposed intervention Proposed Ground Floor Plan Scale 1.200 Proposed First Floor/Roof Plan Scale 1.200 Proposed Section Scale 1.500 Proposed Ground Floor Plan Scale 1.200 Proposed First Floor/Roof Plan Scale 1.200 Proposed Section Scale 1.500 Proposed Ground Floor Plan Scale 1.200 Proposed First Floor/Roof Plan Scale 1.200 Proposed Section Scale 1.500 Proposed First Floor Plan 1.200 Proposed Ground Floor Plan 1.200 Proposed Site Section 1.200 HOUSING TYPOLOGY

Proposed intervention Proposed Development 25% POPULATION INCREASE 1 3 4 5 6 7 8 8 2 1 3 4 5 6 7 8 8

Broombridge Train/ Luas Stop Broombridge Educate Together School Cabra Credit

RESEARCH

The site currently feels very closed off at times with many areas gated off, even though some of Cabra’s most prominent buildings are located here such as The Church of The Most Precious Blood, St. Finbarr’s Boys National School, Cabra Community College, and the Sancta Maria Day Care Centre. The church area is currently pedestrianised, but often times, it is closed off and not accessible to the community.

It is important to consolidate the existing town fabric and to re-establish the heart of Cabra by creating a focal point linking each of the existing buildings and further afield to the Broombridge Station. The proposal is to pedestrianise these streets to prioritise the pedestrian and to help draw people to the area. This proposed building and its environs should establish a strong urban presence in the community.

Proposed Section B.B Proposed Site Axonometric 1.500

Proposed Site Plan 1.500

Left: Proposed site axonometric - Sketchup & AutoCAD Right: Proposed site plan - AutoCAD & Photoshop Below: Proposed site section - AutoCAD

Proposed Ground Floor Plan 1.200 A A B B

To allow the building to be used by all members of the community, density of use was a key aspect of the design to be explored through diagrams, sketching and model making. To ensure the building functions efficiently, I examined the overlapping of functions and how they occur throughout the day. This allowed for density of use over a 24-hour period and demonstrates that various activities can happen in one space at different times throughout the day.

Afterschool space example:

8am – Breakfast club

10am – Parent and toddler meeting group

3pm – Afterschool

7pm – Youth club and scouts club

24.00HR 06.00HR 03.00HR 09.00HR 12.00HR 15.00HR 18.00HR 21.00HR Public use Public realm Adult Education Staff Afterschool Creche

Left: Proposed ground floor plan - AutoCAD Middle: Concept diagram: - InDesign Right (Top): Morning - Event and library space Right (Middle): Aftenoon - Event and library space Right (Bottom): Evening - Event and library space - Sketchup, Twinmotion & Photoshop

With density being a core theme in the project, density and openness of light became a key element in the design exploration process. This was largely achieved through the creation of physical models of the various spaces. In certain areas of the building, it was important to have filtered light which would transcend the space and create beautiful moments within the scheme. This light filtration was used extensively in the library, with areas such as study nooks and the children’s library being emphasised to create spaces with a warm comfortable ambience for the individual user.

Left: Sketch models of design ideas Right: Finalised design renders - Sketchup, Twinmotion, Photoshop

PROCESS REALISED

DESIGN

The buildings material choice was important when trying to create a focal point in Cabra. The building needed to stand out and have its own presence in the community without being too dominating.

Timber cladding was chosen as the material of choice for the external façade. Many of the surrounding houses have traditional plaster and brick finishes and the timber cladding naturally compliments these. The cladding is detailed with horizontal joints, some of which align with the structural zones. The zinc roof provides a contrasting finish to the timber.

Proposed Detail Elevation 1.20 Proposed Detail Section 1.20 Parapet Wooden Decking Water Proof Membrane LVL Board Insulation Double Beam Column Plasterboard Battons Insulation Waterproof Membrane Battons Timber sheating Brise Soleil Timber Flooring Water Proof Membrane Screed Blockwork Hardcore Concrete Foundation

Above: View towards building from pedestrianised streetSketchup, Twinmotion & Photoshop Right: Elevation - Sketchup, Twinmotion, Photoshop Right: Detail section - AutoCAD

Ormond Hotel

Graduate Architect-DMOD Architects Site Scale: 1,632 m² Ormond Quay, Dublin City

This project consisted of the construction of a new 112 bedroom hotel, with a bar/restrauant, external courtyard & meeting rooms at ground floor level. The project also included the refurbishment of two adjacent existing townhouses. The brown field site is located adjacent to the River Liffey at Ormond Quay, a highly prominent location in Dublin. The site had previously contained townhouses and these were demolished in 2017.

Left: Proposed view of Ormond Hotel from the River Liffey

Above:

floor

3440 3230 3440 3440 3440 3440 3440 3440 3495 3513 7675 3640 2580 6735 6070 5170 14321 6645 6460 3508 1a 2a 3a 4a 5a 6a 7a 8a 9a 10a 11a 12a 10 F E D C B A 1 2 3 4 5 6 7 8 9 10 11815 3250 2698 4495 13195 3440 3440 3440 3440 45120 30803 31080 F E D C B A 1 4 5 6 7 8 9 1a 2a 3a 4a 5a 6a 7a 8a 9a 10a 11a 12a 2000 BEAM ABOVE TRANSFER 24.6sqm 800 660L 660L 660L 660L 660L 660L 1 3 2 4 5

Proposed ground

plan - AutoCAD

PERSONAL CONTRIBUTION:

- Assisted in the completion of a full large scale commercial tender pack for the hotel including:

-General arrangement drawings

-Detailing of wall types/ ceiling details, section details – to comply with the hotel’s 5 star standards which required different levels of fire protection, sound reduction and insulation for various room types

-Creation of door & window schedules

-Creation of refelected ceiling plans, floor finishes & wall type drawings

-Sourcing suppliers and specifications

-Co-ordinating furniture layouts with interior designers to ensure room layouts comply with Part M of the Building Regulations(access & use)

-Responding to Quanitity Surveyor queries – to assist them to complete the Bill of Quantities

Above: Detail Sections of wall types - AutoCAD

Right: Detail Section through glazing & bulkhead - AutoCAD

SCHOCK ISOKORB TYPE KS O.E.A.A. TO STRUCTURAL ENGINEERS DESIGN AND DETAIL DESIGN AND DETAIL. PLEASE SEE DMOD SPEC. F30 FOR FULL SPECIFICATION.

ALUPROF MB 86 WINDOW O.E.A.A. WITH SHOT BLASTED AND ANODISED FINISH PLEASE SEE DMOD SPEC. H11 FOR FULL SPECIFICATION.

LOW-E SOLAR REFLECTIVE ARGON FILLED GLAZED UNIT WITH SELECT SOLAR REFLECTIVE COATING TO OUTER PANE AND LOW-E COATING TO INNER PANE INCORPORATING A WARM EDGE SPACER TO ACHIEVE 1.3 Ug-VALUE. ALL GLAZING TO COMPLY WITH BS 6262 PT 4 1994 ACOUSTIC RATING MIN. 36 dB Rw.) PLEASE SEE DMOD SPEC. H11 FOR FULL SPECIFICATION.

40MM "HONED" AMARELO REAL GRANITE PLINTH O.E.A.A. FIXED USING GRADE 316 S/S FIXING BRACKETS WITH A SELECT ANTI GRAFFITI SEAL. PLEASE SEE DMOD SPEC. H51 FOR FULL SPECIFICATION.

100mm KINGSPAN GREENGUARD GG300 INSULATION TO ACHIEVE A U-VALUE OF 0.21W/m2K. PLEASE SEE DMOD SPEC. P10 FOR FULL SPECIFICATION.

GCP PREPRUFE / BITUTHENE TANKING MEMBRANE FULLY BONDED TO THE BASEMENT RC WALLS. PLEASE REFER TO ENGINEERS DESIGN & SPECIFICATION.

40MM "HONED" AMARELO REAL GRANITE PLINTH O.E.A.A. FIXED USING GRADE 316 S/S FIXING BRACKETS WITH A SELECT ANTI GRAFFITI SEAL. PLEASE SEE DMOD SPEC. H51 FOR FULL SPECIFICATION.

100mm KINGSPAN GREENGUARD GG300 INSULATION TO ACHIEVE A U-VALUE OF 0.21W/m2K. PLEASE SEE DMOD SPEC. P10 FOR FULL SPECIFICATION.

GCP PREPRUFE /

8.800 SSL 8.825 FFL GROUND FLOOR 4.145 SSL 4.170 FFL VARIES FFL 1260 1132 270 432

04 MAX. HEIGHT NOM. OVERALL THICKNESS LINING THICKNESS LAB SOUND INSULATION 100-3150Hz BOARD TYPE FIRE RESISTANCE SOUNDBLOC 12.5mm 154mm 3200mm 60MIN 62 dB INSULATION (ISOVER ACOUSTIC ROLL) 50mm PARTITION DUTY GYPFRAME 72C50 METAL FLOOR CHANNEL 3200mm (MAX. HEIGHT 154 (NOM.) 25mm GYPROC DRYWALL SCREWS 12.5mm GYPROC SOUNDBLOC STRUCTURAL SOFFIT LEVEL GYPROC SKIMCOAT (APPROX. 2MM THICK) WALL TO BE SEALED WITH SEALAPORE OR SIMILAR PRIOR TO APPLICATION OF FIRST PAINT COAT STRUCTURAL FLOOR LEVEL 25mm GYPROC DRYWALL SCREWS GYPROC JOINT FILLER (BULK FILL) GYPROC SEALANT GYPROC SEALANT 94MM WIDE STRIP OF 25MM GYPROC COREBOARD GYPROC FIRESTRIP 17mm RESILLIENT BAR ON OUTSIDE 50mm 16mm TIMBER PACKER SUITABLY FIXED TO METAL FRAMING AT 400mm CENTRES SEVERE GYPFRAME GA4 STEEL ANGLE BEDDED ON CONTINUOUS BEAD OF GYPROC SEALANT SUITABLY FIXED TO SOFFIT AT 600MM CENTRES Horizontal Gypframe RB1 Resilient Bars 600mm centres fixed all studs with British Gypsum Wafer Head Drywall Screws Horizontal Gypframe RB1 Resilient Bars 600mm centres fixed all studs with British Gypsum Wafer Head Drywall Screws DEFLECTION HEAD 25mm SKIRTING REFER TO PC SPECIFICATIONS WALL PARTITION (PARTY WALL 154MM) 04A WALL PARTITION (PARTY WALL 325MM) BOARD TYPE TILEBACKER BOARD ON THE ENSUITE SIDE 50mm ISOVER ACOUSTIC ROLL 02 MAX. HEIGHT NOM. OVERALL THICKNESS LINING THICKNESS LAB SOUND INSULATION 100-3150Hz BOARD TYPE FIRE RESISTANCE 60MIN 42 dB INSULATION (ISOVER ACOUSTIC ROLL)SEVERE PARTITION DUTY GYPFRAME 50 50 'C' CHANNEL LAYERS GYPROC PLASTERBOARD FIXED WITH BRITISH GYPSUM DRYWALL SCREWS AT 300MM CENTRES (200MM CENTRES AT EXTERNAL ANGLES) STRUCTURAL FLOOR LEVEL 25mm GYPROC DRYWALL SCREWS GYPROC JOINT FILLER (BULK FILL) no. COATS OF DULUX EASY CARE OR SIMILAR APPROVED COLOUR TO BE CONFIRMED ON GYPROC SKIMCOAT (APPROX. 2MM THICK) WALL TO BE SEALED WITH SEALAPORE OR SIMILAR PRIOR TO APPLICATION OF FIRST PAINT COAT WALLBOARD 12.5mm 100mm 3400mm 102 (NOM.) WP2 GYPFRAME 50 C 50 CHANNEL SUITABLY FIXED THROUGH FIRE STOP TO SOFFIT AT 400MM CENTRES IN LINES STAGGERED BY 300MM STRUCTURAL SOFFIT LEVEL GYPFRAME GFS1 FIXING STRAP TO RECEIVE UPPERMOST BOARD FIXINGS (NO FIXINGS INTO HEAD CHANNEL) GYPROC SEALANT 94MM WIDE STRIP OF 25MM GYPROC COREBOARD GYPROC FIRESTRIP GYPFRAME GA4 STEEL ANGLE BEDDED ON CONTINUOUS BEAD OF GYPROC SEALANT SUITABLY FIXED TO SOFFIT AT 600MM CENTRES 12.5mm GYPROC WALLBOARD DEFLECTION HEAD 25mm SKIRTING REFER TO PC SPECIFICATIONS WALL PARTITION (CORRIDOR RISER) NOTE: IN THE BASEMENT THE KITCHEN PARTITIONS WILL HAVE LAYER OF 18MM PLY AND 2.5MM WHITEROCK SHEETING FINISH 02A WALL PARTITION (CORRIDOR/-RISER) OVERALL THICKNESS: 122MM USING 70S50'C' STUDS TO ALLOW FOR TALLER PARTITIONS 04 MAX. HEIGHT NOM. OVERALL THICKNESS LINING THICKNESS LAB SOUND INSULATION 100-3150Hz BOARD TYPE FIRE RESISTANCE SOUNDBLOC 2 12.5mm 154mm 3200mm 60MIN 62 dB INSULATION (ISOVER ACOUSTIC ROLL) 50mm PARTITION DUTY GYPFRAME 72C50 METAL FLOOR CHANNEL 3200mm (MAX. HEIGHT 154 (NOM.) 25mm GYPROC DRYWALL SCREWS 12.5mm GYPROC SOUNDBLOC STRUCTURAL SOFFIT LEVEL GYPROC SKIMCOAT (APPROX. 2MM THICK) WALL TO BE SEALED WITH SEALAPORE OR SIMILAR PRIOR TO APPLICATION OF FIRST PAINT COAT STRUCTURAL FLOOR LEVEL 25mm GYPROC DRYWALL SCREWS GYPROC JOINT FILLER (BULK FILL) GYPROC SEALANT GYPROC SEALANT 94MM WIDE STRIP OF 25MM GYPROC COREBOARD GYPROC FIRESTRIP 17mm RESILLIENT BAR ON OUTSIDE 50mm 16mm TIMBER PACKER SUITABLY FIXED TO METAL FRAMING AT 400mm CENTRES SEVERE GYPFRAME GA4 STEEL ANGLE BEDDED ON CONTINUOUS BEAD OF GYPROC SEALANT SUITABLY FIXED TO SOFFIT AT 600MM CENTRES Horizontal Gypframe RB1 Resilient Bars at 600mm centres fixed to all studs with British Gypsum Wafer Head Drywall Screws Horizontal Gypframe RB1 Resilient Bars at 600mm centres fixed to all studs with British Gypsum Wafer Head Drywall Screws DEFLECTION HEAD 25mm SKIRTING REFER TO PC SPECIFICATIONS WALL PARTITION (PARTY WALL 154MM) 04A WALL PARTITION (PARTY WALL 325MM) BOARD TYPE TILEBACKER BOARD ON THE ENSUITE SIDE 50mm ISOVER ACOUSTIC ROLL 8.825 FFL GROUND FLOOR 4.170 FFL VARIES FFL 1132

BITUTHENE TANKING MEMBRANE FULLY BONDED TO THE BASEMENT RC WALLS. PLEASE REFER TO 04 MAX. HEIGHT NOM. OVERALL THICKNESS LINING THICKNESS LAB SOUND INSULATION 100-3150Hz BOARD TYPE FIRE RESISTANCE SOUNDBLOC 12.5mm 154mm 3200mm 60MIN 62 dB INSULATION (ISOVER ACOUSTIC ROLL) 50mm PARTITION DUTY GYPFRAME 72C50 METAL FLOOR CHANNEL 3200mm (MAX. HEIGHT 154 (NOM.) 25mm GYPROC DRYWALL SCREWS 2 x 12.5mm GYPROC SOUNDBLOC STRUCTURAL SOFFIT LEVEL GYPROC SKIMCOAT (APPROX. 2MM THICK) WALL TO BE SEALED WITH SEALAPORE OR SIMILAR PRIOR TO APPLICATION OF FIRST PAINT COAT STRUCTURAL FLOOR LEVEL 25mm GYPROC DRYWALL SCREWS GYPROC JOINT FILLER (BULK FILL) GYPROC SEALANT GYPROC SEALANT 94MM WIDE STRIP OF 25MM GYPROC COREBOARD GYPROC FIRESTRIP 17mm RESILLIENT BAR ON OUTSIDE 50mm 16mm TIMBER PACKER SUITABLY FIXED TO METAL FRAMING AT 400mm CENTRES SEVERE GYPFRAME GA4 STEEL ANGLE BEDDED ON CONTINUOUS BEAD OF GYPROC SEALANT & SUITABLY FIXED TO SOFFIT AT 600MM CENTRES Horizontal Gypframe RB1 Resilient Bars at 600mm centres fixed to all studs with British Gypsum Wafer Head Drywall Screws Horizontal Gypframe RB1 Resilient Bars at 600mm centres fixed to all studs with British Gypsum Wafer Head Drywall Screws DEFLECTION HEAD 25mm SKIRTING REFER TO PC SPECIFICATIONS WALL PARTITION (PARTY WALL 154MM) 04A WALL PARTITION (PARTY WALL 325MM) BOARD TYPE TILEBACKER BOARD ON THE ENSUITE SIDE 50mm ISOVER ACOUSTIC ROLL 02 MAX. HEIGHT NOM. OVERALL THICKNESS LINING THICKNESS LAB SOUND INSULATION 100-3150Hz BOARD TYPE FIRE RESISTANCE 60MIN 42 dB INSULATION (ISOVER ACOUSTIC ROLL)SEVERE PARTITION DUTY GYPFRAME 50 C 50 'C' CHANNEL 2 LAYERS GYPROC PLASTERBOARD FIXED WITH BRITISH GYPSUM DRYWALL SCREWS AT 300MM CENTRES (200MM CENTRES AT EXTERNAL ANGLES) STRUCTURAL FLOOR LEVEL 25mm GYPROC DRYWALL SCREWS GYPROC JOINT FILLER (BULK FILL) 3 no. COATS OF DULUX EASY CARE OR SIMILAR APPROVED COLOUR TO BE CONFIRMED ON GYPROC SKIMCOAT (APPROX. 2MM THICK) WALL TO BE SEALED WITH SEALAPORE OR SIMILAR PRIOR TO APPLICATION OF FIRST PAINT COAT WALLBOARD 12.5mm 100mm 3400mm 102 (NOM.) 18 WP2 GYPFRAME 50 C 50 CHANNEL SUITABLY FIXED THROUGH FIRE STOP TO SOFFIT AT 400MM CENTRES IN 2 LINES STAGGERED BY 300MM 20 STRUCTURAL SOFFIT LEVEL GYPFRAME GFS1 FIXING STRAP TO RECEIVE UPPERMOST BOARD FIXINGS (NO FIXINGS INTO HEAD CHANNEL) GYPROC SEALANT 94MM WIDE STRIP OF 25MM GYPROC COREBOARD GYPROC FIRESTRIP GYPFRAME GA4 STEEL ANGLE BEDDED ON CONTINUOUS BEAD OF GYPROC SEALANT & SUITABLY FIXED TO SOFFIT AT 600MM CENTRES 2 x 12.5mm GYPROC WALLBOARD DEFLECTION HEAD 25mm SKIRTING REFER TO PC SPECIFICATIONS WALL PARTITION (CORRIDOR RISER) NOTE: IN THE BASEMENT THE KITCHEN PARTITIONS WILL HAVE 1 LAYER OF 18MM PLY AND 2.5MM WHITEROCK SHEETING FINISH 02A WALL PARTITION (CORRIDOR/-RISER) OVERALL THICKNESS: 122MM USING 70S50'C' STUDS TO ALLOW FOR TALLER PARTITIONS 04 MAX. HEIGHT NOM. OVERALL THICKNESS LINING THICKNESS LAB SOUND INSULATION 100-3150Hz BOARD TYPE FIRE RESISTANCE SOUNDBLOC 2 x 12.5mm 154mm 3200mm 60MIN 62 dB INSULATION (ISOVER ACOUSTIC ROLL) 50mm PARTITION DUTY GYPFRAME 72C50 METAL FLOOR CHANNEL 3200mm (MAX. HEIGHT 154 (NOM.) 25mm GYPROC DRYWALL SCREWS 2 12.5mm GYPROC SOUNDBLOC STRUCTURAL SOFFIT LEVEL GYPROC SKIMCOAT (APPROX. 2MM THICK) WALL TO BE SEALED WITH SEALAPORE OR SIMILAR PRIOR TO APPLICATION OF FIRST PAINT COAT STRUCTURAL FLOOR LEVEL 25mm GYPROC DRYWALL SCREWS GYPROC JOINT FILLER (BULK FILL) GYPROC SEALANT 94MM WIDE STRIP OF 25MM GYPROC COREBOARD GYPROC FIRESTRIP 17mm RESILLIENT BAR ON OUTSIDE 50mm 16mm TIMBER PACKER SUITABLY FIXED TO METAL FRAMING AT 400mm CENTRES SEVERE GYPFRAME GA4 STEEL ANGLE BEDDED ON CONTINUOUS BEAD OF GYPROC SEALANT & SUITABLY FIXED TO SOFFIT AT 600MM CENTRES Horizontal Gypframe RB1 Resilient Bars at 600mm centres fixed to all studs with British Gypsum Wafer Head Drywall Screws Horizontal Gypframe RB1 Resilient Bars at 600mm centres fixed to all studs with British Gypsum Wafer Head Drywall Screws DEFLECTION HEAD 25mm SKIRTING REFER TO PC SPECIFICATIONS WALL PARTITION (PARTY WALL 154MM) 04A WALL PARTITION (PARTY WALL 325MM) BOARD TYPE TILEBACKER BOARD ON THE ENSUITE SIDE 50mm ISOVER ACOUSTIC ROLL

MULTI-USE SPORTS COMPLEX

Graduate Architect - DMOD Architects Scale: XXXm² Dublin

The site is located beside St. Pauls Primary School and St. Annes Park in Clontarf. The project consisted of the provision of a Sports Hall that would cater for the needs of St. Pauls School and local football clubs.

The design of the building follows on from neoclassical geometry in the facade and the main sports hall is highlighted through the extruding facade. A colonnaded walkway is proposed on the East facade to provide a threshold link between the football pitches and sports building. It allows for a sheltered area to observe games and trainings.

Left: Proposed view of sports hall - Sketchup, Twinmotion, Photoshop

The project had budget constraints and the original plan had to be rigorously examined to maximise effiency of space. The final product had a reduction in floor area of 407m² with a cost reduction of €702,000

1800 Lift Cleaners Store General Purpose Hall 608.4 Plant Room 30.7 Hall Store 40.2 Hall Supervision 11.5 Service Area 15.5 30 Person Changing Room 19.3 30 Person Changing Room 19.6 30 Person Changing Room 21.1 30 Person Changing Room 21.1 Shared WC 17.6 Shared WC 17.6 5025 5025 3800 Male Toilets 12.0 Dis WC/ Shower 1800 1800 Dis WC Dis WC Female Toilets 16.3 Gym Store 10.7 Gym Instructor 9.0 Gym Floor Area 216.7 Mentor Store Room 28.6 Reception/Office 13.9 Shared WC 17.9 30 Person Changing Room 31.3 Keg Store 19.2 30 Person Changing Room 20.0 38216 46374 33800 3757 3986 3015 17999 3835 8000 10480 3000 4044 3897 4855 1800 1176 1925 1800 6591 4390 2800 2640 44120 2049 25435 44920 21052 2915 1200 3100 2567 3200 1800 4792 5000 4740 5050 21536 F0122/01/24DOCBGISSUED FOR COMMENT Client: Project: Job no: Drawing title: Scale: Date created: Revision: Drawing no: Project code: Drawing ref: Status: Author: Volume: Level: Do not scale. Use figured dimensions only. All dimensions to be checked on site. Any discrepancies between site and figured dimensions to be brought immediately to the architect's attention. Digital copies cannot be guaranteed. Only information hard copy can be relied upon for conformity and accuracy. © This drawing is copyright. GENERAL NOTE Any deviation from the proposed specifications be brought immediately to the architect's attention. All product substitutions to meet the project performance requirements and the minimum requirements of the Building Regulations. All products to be installed in strict accordance with the manufacturer's specification. Any discrepancies between site and figured dimensions to be brought immediately to the architect's attention. Subcontractors to confirm site dimensions with the main contractor prior to manufacture. Subcontractors to supply fabrication drawings to the architect for approval or comment prior manufacture. All sub-structure, structural steelwork and reinforced concrete structural engineer's design, detail and specification. Structural precast concrete elements by specialist subcontractor. Any inconsistencies between structural and architectural drawings to be brought immediately to the architect's attention.St. Paul's Sports Hall Proposed Ground Floor Plan 22013 101 1:100 DO'C 22/01/24--FEASILBILITY --DMOD-----DR-A-101 1:100 Ground Floor Layout 101 01 F0208/03/24DOCBGISSUED FOR COMMENT F0320/03/24DOCBGISSUED FOR COMMENT F0322/03/24DOCBGDims Areas Added F0405/04/24DOCBGIssued for comment Original LayoutProposed Layout Ground Floor 1704m² 1510m² (Internal Floor area) First Floor 914m² 700m² (Internal Floor area) Total 2618m² 2211m² (Internal Floor area) 407m² saved F0523/04/24DOCBGIssued for comment F0626/04/24DOCBGIssued for comment

Above: Proposed ground floor plan - AutoCAD Top (Right): Proposed view from football pitchs - SketchUp, Twinmotion, Photoshop Bottom (Right) Proposed view of sports hall - Sketchup, Twinmotion, Photoshop

PERSONAL CONTRIBUTION TO PROJECT:

- Redesigning the proposed plan to reduce the overall building footprint to suit the available budget whilst maintaining the core space requirements and functions

- Reduction in footprint achieved from 2,618m² to 2,211m²

- Production of full set of planning drawings

-Creation of 3D visuals to enhance the clients understanding of the project within its context & to assist the marketing of the project to its investors

- Attendance at client meetings

Existing school

Proposed Site Existing astro pitch Approved extension to school Proposed astro pitch Proposed sports hall Proposed full sized GAA pitch

& Proposed views of site

Google Earth Pro,

Existing Site

Existing

SketchUp, Photoshop

St Annes Park

SACKVILLE PLACE HOSTEL

Graduate Architect-DMOD Architects Site Scale: 871m² Dublin

The site is located in the heart of Dublin city and it originally hosted a college building. Initially the plan was to retorfit this building but following inspection & appraisal of the building, it was deemed to be severely damaged and would be too costly to retrofit and a decision was made to demolish it. A new hostel was proposed to take its place providing accomodation for 125 beds. The site is ideally located near O’ Connell Street and nearby train and tram connection points. Ths project is a prime example of the revitalisation of Dublin’s inner city blocks, providing new functions and energy to existing areas.

Left: Proposed 3D view of hostel

Planning Stage:

- Following grant of Planning Permission I was required to carry out a feasibility study into the impact an additional floor level would have on the surounding environment

- Production of elevations and photomontages for presentation to the Client demonstrating impact of additional storey

Tender Stage:

- Creation of window details & facade details in plan & section

01 63 65 30 38 2 35 57 32 57 62 22 6 6 5 66 23 8285 7685 3785 3835 1 1 Indicates items to be designed, supplied and fitted by the Main Contractor Indicates items to be designed, supplied and fitted by the Glazing Subcontractor Indicates items to be designed, supplied and fitted by the Stone Facade Subcontractor DETAIL LEGEND: EXTERNAL FACADE DETAILS 1 Cast In Situ Concrete structure to Engineer's details 212.5mm Internal Plasterboard Wall/Ceiling Liner with Skim Finish 3MF studs 4Cold rolled Steel Framed System Inner Leaf. Cement Board to exterior side, Full Fill Mineral Wool insulation between studs and 12.5mm gypsum plasterboard to internal side. Main contractor designed, to provide necessary support to windows (dead loads) and stone restraint ixings (restraint loads only). Maximum stud depth 120mm. 5Airtightness Sealant at all interfaces of plasterboard skimcoat 6Secondary Steel Framework, to Engineer's details, by Main Contractor 7Timber packers 8Painted MDF internal window cill 9Ceresit Elastomeric Render system (see specification for full details) on 130mm/180mm Rockwool dual density external wall slab 1020mm cavity with KEWI water management system 11Traspir 150 breather membrane 1212mm external sheathing board, approved by EWI system supplier 13Internal Firestopping by Main Contractor 14Ventilation Ductwork by mechanical contractor, with colour matched louvres to external face by façade subcontractor 15Moy Materials DIADEM Blue Roof Assembly with Paralon roofing system 16Paralon Roof membranes dressed up onto top of parapet, lapped and sealed with EPDM @ interface 17Armatherm 500-320 structural thermal break, full width of ope 18Internal Wall Type (Gypsum Shaftwall, PSR A306002) to internal face of all opaque glazing on 6th floor facade 19100x19mm treated larch soffit panels held on proprietary galvanised steel suspension system fixed to underside of concrete slab above 20Kingspan Kooltherm K12 80mm mechanically fixed to 25mm steel stud 21ACO Bricklot Drainage Channel in line with patio doors 22100mm Kingspan Kooltherm K12 Thermal Insulation Board 2330min Cavity Barrier in all 20mm cavities (see #10) to align with all floor slabs and fire rated walls. 24"Mannok Aircrete Super" Blockwork stub wall within window ope 3040mm Sealed Stone Facade 31Stainless Steel Stone Restraint Fixing 32EPDM by Stone Subcontractor 33Stone Reveals & Soffits 34Fire Barrier, wrapped in EPDM 35130mm Non-combustible Rockwool Insulation 36Stainless Steel Stone support rails, fixed to SFS studs 37Mastic Silicone to all Stone Joints 38Stainless Steel Support Angle Bracket (carrying dead load of stone cladding) 39Weepholes to stone soffits 50Wicona Wicline 65 Evo Window System, O.E.A.A., see performance specification 51EPDM by Window Subcontractor, lapped and sealed to adjacent EPDM's by others as required 52PPC IKL332 Glazed-in Louvre, integrated with Curtain Wall, with stainless steel insect mesh to rear. (Part dummy, part active) 53Colour matched Polyester Powder Coated Aluminium Window Cill (tray, with turned-up sides), integrated with window system 54Window Fixing Lugs, installed at required centres as advised by window system manufacturer 55Wicona Wictec 50 Curtain Walling System, Fire rated to 60min integrity & insulation, O.E.A.A, see performance specification 56Pressed and welded aluminium cladding to Shopfront, rigid insulation behind. 57Wicona Wictec 50 Curtain Walling System, O.E.A.A, see performance specification 583mm Pressed aluminium parapet cap, dressed into curtain walling, with fully sealed butt straps 59Wicona Wicline 75FP Fire Rated Window system 60Fire rated intumescent/mortar in full compliance with the window manufacturer's recommendations 61Cavity Barrier/Fire stopping by facade subcontractor, where windows or glazing systems span across fire compartments 62Curtain Wall Fixing brackets & shoes by facade subcontractor, coordinated and fixed to concrete or secondary steel 63PPC IKL504 Face Fixed Louvre, with stainless steel insect mesh to rear. 64PPC Aluminium Sheet, 2.5mm thickness, with perforations giving 50% minimum free area, held on all sides with PPC aluminium angles 65Prefabricated Metal Portico, finished in 3mm welded alumium sheeting with PPC finish, to include internal galvanised steel support ramework, by facade subcontractor 66PPC Aluminium Closer Piece with bonded rigid insulation behind 67Min. 75mm Non combustible mineral fibre insulation, bonded to Face and foil taped into system 1 Client: Project: Job no: Drawing title: Drawing Ref: Scale: Date created: Drawing no: Drawn: Checked: Revision: Status: Do not scale. Use figured dimensions only. All dimensions to be checked on site. Any discrepancies between site and figured dimensions to be brought immediately to the architect's attention. Digital copies cannot be guaranteed. Only information in hard copy can be relied upon for conformity and accuracy. © This drawing is copyright. GENERAL NOTE Any deviation from the proposed specifications to be brought immediately to the architect's attention. All product substitutions to meet the project performance requirements and the minimum requirements of the Building Regulations. All products to be installed in strict accordance with the manufacturer's specification. Any discrepancies between site and figured dimensions to be brought immediately to the architect's attention. Subcontractors to confirm site dimensions with the main contractor prior to manufacture. Subcontractors to supply fabrication drawings to the architect for approval or comment prior to manufacture. All sub-structure, structural steelwork and reinforced concrete to structural engineer's design, detail and specification. Structural precast concrete elements by specialist subcontractor. Any inconsistencies between structural and architectural drawings to be brought immediately to the architect's attention. Suite 508, The Capel Building, D07 WD23 +353 787 2666 mail@dmod.ie www.dmod.ie 1 5 T1 Issue for BoQ T126/01/24RD 20303 Detail - Sections Shopfront Head 6-12 Sackville Place 23002 11/04/23 A Star Blackpackers Ltd 23002-DMO-ZZ-DR-A-ZZ-DET-20303 Author Checker S4 Checker TENDER 1 5 Section Detail - Shopfront Head 1 30 31 32 01 G 65 57 40 68 150 250 15 200 213 35 32 30 31 65 57 2 1 5 Detail Plan - Typical Shopfront Portico with Entry Recess 1 1 5 Detail Plan - Typical Shopfront Portico 2 PERSONAL CONTRIBUTION TO PROJECT:

Detail section through facade - Revit

Left/Above:

HOWTH CASTLE REDEVELOPMENT

Year out project-Darmody Architecture Site Scale: 6.89Ha Howth, Co. Dublin

Howth Castle is located within a large landscaped demesne, situated on the western side of the Howth peninsula. The castle demesne is located within an Architectural Conservation Area and had to be treated sensitively. The various wings of the castle were constructed between the 15th and 20th Century. This project required a design team of Architects, Conservation Architects, Landscape Architects, Structural, Civil and Mechanical Engineers who collaborated to create this design proposal.

The proposal was to re-vitalise Howth Castle with the main castle wing serving as an afternoon tea area for small functions and weddings and a proposed marquee to the rear of the castle gardens to accommodate larger wedding receptions. The stable wing was to be transformed into a retail centre, largely contained within the walls of the existing structure. A significant part of the proposal was for a new cafe pavilion to be located within this stable courtyard. During my time at Darmody Architect, this project obtained full Planning Permission.

Left: Proposed 3D view of Pavillion within stable courtyard

I had a considerable input into the detailing of the café pavilion and created various models to analyse how the proposal would affect the views in the stable courtyard. The proposed solution was an undulating roof form with glass surrounds. The roofs form referenced the various pitches and gabled roof forms of the surrounding Stable Yard buildings. The varied pitch and scale provided a visual interest and an improved spatial quality to the interior of the restaurant seating area. The overall height of the building was kept relatively low to allow the surrounding roofs, towers and turrets of the castle to be appreciated. A datum level was created for the underside of the roof to allow for transparency and views through the glass structure. Glass screens and doors can be opened out in good weather to further create a visual and physical permeability through the pavilion.

Right (top): View of cafe link to castle wall - Sketchup, Twinmotion Above: Section through stable courtyard - AutoCAD

Above: Proposed design ideas for the roof of the pavillion - SketchUp

DESIGN PROCESS

Below: Proposed elevation of castle - AutoCAD

ROOF

As the site was located in an Architectural Conservation Area, the views of the Castle and gardens were prioritised to remain unobstructed and to be celebrated. The proposed marquee could be viewed from the front elevation but is largely hidden by trees and landscaping. The proposed cafe pavillion in the stable yard was limited in height so as not to diminish or impede the existing Castle elevations.

The North/East corner of the pavilion was splayed to allow a visual connection to be maintained between the two main arched entrances into the Stable Yard. This created an exaggerated projection of the roof canopy which provided shelter to external seating. This splayed geometry was extended to form a wrap-around entrance canopy which highlights the entrance into the pavilion.

PERSONAL CONTRIBUTION TO PROJECT:

-Production of full set of planning drawings

-Modelling roof forms to demonstrate how the proposed pavilion would sit in the stable courtyard surrounds

-Surveying the existing castle & creating an inventory of heritage & conservation pieces

-Attendance at client & design team meetings

0 05 10m Proposed Pavilion Ground Floor Plan 1:100 Rev. Description. Initials. Date. PLANNING ONLY, NOT FOR CONSTRUCTION drawing. on site Architects on drawings Architects drawings Rev. No. Scale Date Chkd. By Drn. By Issue Title. Dwg. No. Client. Project. Job No. Extension, Change of Use & Material Alterations to Howth Castle & Environs Proposed Pavilion Ground Floor Plan WSHI Ltd. Michael J. Wright Group 21010 PA-120 DRAWING KEY NORTH POINT DRAWING KEY SCALE BAR DRAWING NOTES: 1. Structure Further detail on proposed structural interventions for repair & consolidation as necessary of the existing castle & stable yard fabric refer to "Report on Construction Methodologies and Structural Interventions", prepared by CORA Consulting engineers. 2. Services: for details on existing and proposed services, refer to accompanying Mechanical & Electrical Drawings & Reports, prepared by Renaissance Engineering. 3. Conservation: All drawings to be read in conjunction with accompanying Architectural Heritage Impact Assessment, prepared by Molloy & Associates Conservation Architects 4. Archaeology: All drawings to be read in conjunction with accompanying Archaeology Impact Assessment, prepared by Faith Bailey, Irish Archeological Consultancy Limited. 5. Landscape: All drawings to be read in conjunction with accompanying drawings & reports prepared by Griffin Landscape Architecture the Historic Landscape Assessment by Dr. John Olley 6. Fire: The proposed change of use and associated material alterations proposed will be in accordance with Building Control Regulations and will be subject to approval by the Fire Authority/Building Control Authority in a Fire Safety Certificate Application. 0 05 10m Proposed Pavilion Roof Plan 1:100 01 PA-121 Rev. Description. Initials. Date. ISSUED FOR PLANNING ONLY, NOT FOR CONSTRUCTION NOTES: Do not scale from this drawing. Any discrepancies found on site to be reported to Darmody Architects immediately. Any discrepancies found on drawings to be reported to Darmody Architects immediately. Refer to engineers drawings for structural details. Rev. No. Scale Date Chkd. By Drn. By Issue Title. Dwg. No. Client. Project. Job No. Extension, Change of Use & Material Alterations Howth Castle & Environs Proposed Pavilion Roof Plan WSHI Ltd. Michael J. Wright Group 21010 PA-121 DRAWING KEY NORTH POINT DRAWING KEY SCALE BAR DRAWING NOTES: 1. Structure Further detail on proposed structural interventions for repair consolidation as necessary the existing castle & stable yard fabric refer to on Construction Methodologies and Structural Interventions", prepared by CORA Consulting engineers. 2. Services: for details on existing and proposed services, refer to accompanying Mechanical & Electrical Drawings & Reports, prepared by Renaissance Engineering. 3. Conservation: All drawings to be read in conjunction with accompanying Architectural Heritage Impact Assessment, prepared by Molloy & Associates Conservation Architects 4. Archaeology: All drawings to be read in conjunction with accompanying Archaeology Impact Assessment, prepared by Faith Bailey, Irish Archeological Consultancy Limited. 5. Landscape: All drawings to be read in conjunction accompanying drawings & reports prepared by Landscape Architecture & the Historic Landscape Assessment by Dr. John Olley 6. Fire: The proposed change of use and associated material alterations proposed will be in accordance Building Control Regulations and will be subject approval by the Fire Authority/Building Control Authority in Fire Safety Certificate Application.

Left (Top): View through archway - SketchUp Left: Ground floor plan of pavilion - AutoCAD Right (Bottom): Roof plan of pavilion - AutoCAD

HACKETSTOWN HOUSING

Fourth year, 2nd semester project Site Scale: 7,730m² Hacketstown, Co. Carlow

The site was located in the back lands of Hacketstown on a largely overgrown, derelict site. The aim of the project was to bring vibrant life back to Hacketstown and to consolidate the existing town fabric. Timber modular construction apartments and houses were designed around central courtyards which allowed an abundance of light to enter each individual unit, while creating a communal open space. The modular system chosen allowed for user adaptability and a flexible scheme to be created with users changing needs at the core of the project.

Right: Proposed view of courtyards - Rhino 3D/ SketchUup, Twinmotion & Photoshop

Left: Card models of early design process Above: Proposed first floor plan in context - AutoCAD & Photoshop MoffetsLane Penney Hill

PROCESS MODELS

The backlands site was quite steep sloping down from Moffets Lane to Penney Hill at the rear of the site. To allow access to all users two levels were created. The apartments were accessed from Penney Hill while the housing units were accessed from Moffets Lane. As this was a backlands site the back gardens of the existing houses were reduced to accommodate the proposed development. Existing houses were given a 5m garden space to allow adequate sunlight and privacy to these gardens also.

This scheme used ‘369 Pattern Building’ modular construction to allow units to be flexible to residents needs and for ease of construction. The modules used were 3m x 6m and 3m x 9m. The module comprised of four corner columns, a ceiling element and a floor element made of LVL and structural steel corner fittings that provided structural stability.

Above: Modular construction of apartment blocks - Rhino 3D

PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION PRODUCED BY AN AUTODESK STUDENT VERSION

Right: Proposed unit floor plan - AutoCAD

Planters and seating were used within the open coutyards to create a buffer zone outside each unit while individual units had a small pergolastyle porch to act as a buffer zone to the public domain and allow users to create their own individual expression

Above: Proposed site section - Rhino 3D, Photoshop Left: Proposed private courtyard - Rhino 3D & Photoshop

Above: Detail section & elevationAutoCAD & Photoshop

Thank you Niamh McInerney nmcinerney890@gmail.com (+353) 86 359 1832