Landscape Architecture Portfolio

PINHO

LUCIANA

Personal Information

Name: Luciana Pinho

Nationality: Brazilian

Address: Killester, Dublin 5, Ireland.

*Living in Ireland since April 2015

*Full driving licence (Irish)

Language

Portuguese: Native

English: Fluent

Contact / Links

lucianapinho86@gmail.com

https://www.linkedin.com/in/luciana‐pinho‐14470268/

https://www.instagram.com/luuupinho/

HELLO,

I’m Luci. My work is motivated by a fundamental aspiration to reconnect people with nature. I believe that through good design we can create a better world for people and for the environment.

I am a professional landscape architect, working in Dublin since 2015. I have a Bachelor’s Degree in Architecture and Urban Planning. I’m a full member of the Irish Landscape Institute and also a Council Member (part of the Communication and Social Media Committee).

I am very passionate about what I do. I specialise in the design and development of landscape projects, overseeing them from concept to completion. I have extensive experience working as part of a multi‐disciplinary team, collaborating with clients, consultants, planning authorities, and other stakeholders.

The passion I have for architecture transpires in other areas of my life. My hobbies include aerial circus, photography and travelling.

Education

2008-2014 – Bachelor Degree in Architecture and Urban Planning – At UFSC/ Brazil – Florianópolis

2005-2007 – Fetac Building Technology – At IFSC/ Brazil ‐ Florianópolis

Project Experience

• Living Streets (Blackrock, Coastal Mobility Route, George’s Street Dun Laoghaire)

• Grangegorman DIT Central Quad (Food, Sciences, Health & Engineering) & East Quad (Creative & Cultural Industries), Grangegorman Campus, Dublin 7.

• Residencial Care Neighbourhood, Grangegorman Campus, Dublin 7 .

• Multi-Storey Carpark and Open Spaces St Vincents University Hospital, Dublin 4.

• Oisin House redevelopment, Trinity College Dublin.

10/2021 – Present – Senior Landscape Architect – at Niall Montgomery & Partners

Duties and Responsibilities: Landscape design projects for public realm, streetscape and open space projects. Design and development of landscape drawings from concept to construction. Site supervision and production of site reports. Teamleader and staff training. Office representative for design team meetings.

Website: http://nmparchitecture.com/landscape

10/2015 – 10/2021 – Landscape Architect – at Stephen Diamond Associates

Production of detailed hard and soft landscape design and NBS specification. Production of BIM level 2 documentation. Site supervision and production of site reports. Office representative for design team meetings.

Website: http://www.sdacla.ie/

06/2013 – 02/2015 – Assistant Architect – at Pimont Arquitetura

Duties and Responsibilities: Architect and Interior design projects for both residential and commercial use projects, from concept design to construction. Production of detailed Architect design projects. Production of 3D models and final visual images.

Website: https://www.pimontarquitetura.com.br

02/2011 – 02/2012 – Trainee – at Studio Domo Arquitetura e Design

Duties and Responsibilities: Architect design projects for health care projects. Pro‐duction of detailed Architect design projects and specification report.

Website: http://www.studiodomo.com.br/

08/2009 – 08/2010 – Scolarship Pibic/CNPQ - At UFSC

Academic Research: Process of urban‐tourist growth: Study of Balneario Meia Praia, in the city of Itapema [Santa Catarina, Brazil]

Article available at: https://periodicos.sbu.unicamp.br/ojs/index.php/labore/article/ view/2131/pdf_155

08/2005 – 8/2009 – Drafting Technician – At Esaltec Engenharia

Duties and Responsibilities: Production of technical design drawings for Architect, Civil, and M&E design projects.

• Frascati Shopping Centre, Frascati Road, Blackrock, Co. Dublin.

• North West Cancer Centre, Altnagelvin Hospital, Derry.

• Elm Park Office Development, Merrion Road, Dublin 4.

• Niche Living, Eblana Avenue, Dun Laoghaire Co. Dublin.

• Donnybrook House Office Development – Donnybrook, Co. Dublin.

• Townsend Street Mixed Use Development, Dublin 2

• Bridgegate Residential Development, Ardee, Co. Louth.

• Newtown Wood Residential Development, Drogheda, Co. Louth

• Newtown Elderly Home, Drogheda, Co. Louth

• And more...

Skills

Concept Design

Planning Documentation

Landscape Design Rationale

Tender/Construction Documentation

NBS specification

BIM level 2 Documentation

Site Supervision/ Site Reports

Project Management

Staff Training

3D model & Render

Photography

Work Experience software

AutoCAD 2D

Photoshop

SketchUp

V-ray for SketchUP

Vectorworks BIM

Notion

2021 2015 2013 2011 2009 2005

Word Excel Twinmotion Procreate Concepts App InDesign

SELECTED PROJECTS

Donnybrook House

East Quad

East Quad

Location: DIT Grangegorman, Grangegorman Lower, Dublin 7

Role in this project: Project Landscape Architect

Responsabilities: Production of full tender/construction documentation (BIM level 2) and NBS specification; Re‐view and approval of sub-contractor shop drawings; Office representative for design team meetings; Site inspection and production of site reports.

Status: Completion March 2021

Above: Level 5

Above: Level 4

Level 4 roof garden

Level 5 roof garden Level 2 roof garden Level 1 roof garden

Central Quad

Location: DIT Grangegorman, Grangegorman Lower, Dublin 7

Role in this project: Project Landscape Architect

Status: Completion April 2021

Cavanagh Pavior Infill RRC 650 or similar approved manhole cover and frame shall be manufactured in ductile iron and in compliance with EN124 D400. Frame shall have a 600x600mm opening. Cover shall be recessed for paving infill. The infill depth should be 75mm. Square frame depth should be 95mm. A third party test report showing compliance with the full requirements of EN124 shall be provided.

Corduroy hazard warning surface: The purpose of the corduroy hazard surface is to warn visually impaired people of the presence of specific hazards and conveys the message: 'hazard, proceed with caution. It is also to be used where a footway joins a shared route.

Corduroy hazard warning surface to be installed at top and bottom of flights of stepped and ramped accesses to a depth of 800mm when approached head-on and to a depth of 400mm when approached obliquely.

All tactile warning surfaces to meet the requirements of BS 8300:2009 'Design of buildings and their approaches to meet the needs of disabled people'.

Nosings to steps: Provide contrasting* continuous anti slip dark grey/ black Stairtile strips on step edges. Provide 50 mm width across full length of step finished 50mm in from ends. Apply to all steps.

1040 990 1 2 900mm to 1000mm above pitch line 300 50 150 300 150 50 60 300 500 50 150 450 400 800 400 60 50 150 225 50 150 150 63 50 150 63 50 550 300 Q23/170A 300mm depth, approx 10-20mm diameter dark grey rounded river washed loose gravel, lined on all sides by permeable geotextile liner. Provide 80mm dia. perforated drainage pipe along full length of gravel drain connected to surface water drainage system. Refer to NBS specification clause Q23/170A Exposed aggregate concrete wall. Refer to NBS specification clause E10/132A 200 x 55 x 60mm granite paving with open joints to be laid on coarsely graded laying course suitable for permeable paving. Provide plastic spacers SuDSFLOW by Resigap Ltd. Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/115A. 63mm thick granite Corduroy hazard warning surface. Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/320. 63mm thick granite Corduroy hazard warning surface. Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/320. Exposed aggregate concrete finish to steps. Refer to NBS specification clause L37/110A Hardwood handrails with painted hot-dip galvanised mild steel flat supports and vertical guarding. Refer to NBS specification clause L37/150A 200 x 55 x 60mm granite paving with open joints to be laid on coarsely graded laying course suitable for permeable paving. Provide plastic spacers SuDSFLOW by Resigap Ltd. Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/115A. Exposed aggregate concrete paving. Refer to NBS specification clause Q21/118A Grass lawn. Refer to NBS specification Q30. 150mm depth topsoil Refer to NBS specification clause Q28/315 Building elevation 167 167 167 Foundation to engineer's specification 3 Stair P 150 125 250 crossfall 1:70 2 1000 1 3 550 400 900mm to 1000mm above pitch line 300 150 50 300 150 50 60 50 150 225 50 150 63 150 60 50 150 60 50 Q25/320 10mm drainage board on top of insulation. Waterproof membrane to architect's specification. Linear slot drainage to engineer's specification 200 x 55 x 60mm granite paving on 40-110mm high strength bedding with closed joints laid to falls (for surface drainage). Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/115B. 50 63 50 To smoke vents: provide 25mm depth granite paving on 20mm bedding to engineer's specification. Laid to falls. Luxcrete SG 150/80 or similar smoke outlet panel. Loading/dimensions to engineer's specification. Brass or ss demarcation strip, 6mm wide, 25mm deep. 25 20 100 260 200 200 Mortar/ felt bed Flexcell Grass lawn. Refer to NBS specification Q30. 150mm depth topsoil Refer to NBS specification clause Q28/315 Exposed aggregate concrete paving. Refer to NBS specification clause Q21/118A 200 x 55 x 60mm granite paving with open joints to be laid on coarsely graded laying course suitable for permeable paving. Provide plastic spacers SuDSFLOW by Resigap Ltd. Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/115A. Exposed aggregate concrete paving. Refer to NBS specification clause Q21/118A 63mm thick granite Corduroy hazard warning surface. Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/320. 63mm thick granite Corduroy hazard warning surface. Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/320. Exposed aggregate concrete finish to steps. Refer to NBS specification clause L37/110A Hardwood handrails with painted hot-dip galvanised mild steel flat supports and vertical guarding. Refer to NBS specification clause L37/150A All weather-proofing around smoke vent to Roofing SSC and architect details 160 22° 400 1000 Foundation to engineer's specification Foundation to engineer's specification 225 400 160 1191 550 1440 1293 Stair M 150 300 150 200 x 55 x 60mm granite paving with open joints to be laid on coarsely graded laying course suitable for permeable paving. Provide plastic spacers SuDSFLOW by Resigap Ltd. Base & sub-base to civil engineers design detail and specifications. Hardwood handrails with painted hot-dip galvanised mild steel flat supports and vertical guarding. Refer to NBS specification clause L37/150A 200 x 55 x 60mm granite paving with open joints to Exposed aggregate concrete paving. Refer to NBS specification clause Q21/118A Building elevation 50 Stair O C O N S T R U C T I O N S E C T I O N C S - 0 3 / s c a e 1 : 2 0 C O N S T R U C T I O N S E C T I O N C S - 0 4 / s c a e 1 : 2 0 1100 944 544 60 50 150 75 300 50 900 Sub-contractor designed pre-cast concrete seating (exposed aggregate concrete finish). Seating to be made as light as possible to reduce loading onto finishes. Depending on construction method, void bellow to be filled with void former. Refer to NBS specification clause E10/132A Sub-contractor designed pre-cast concrete seating (exposed aggregate concrete finish). Seating to be made as light as possible to reduce loading onto finishes. Depending on construction method, void bellow to be filled with void former. Refer to NBS specification clause E10/132A. 500 slot drainage to engineer's detail design & specification 1100 605 50 50 505 592 50 crossfall 1:70 crossfall 1:70 Q31/200 Q28/315 Q31/385 Q31/485 300 25 550 500 BESPOKE BENCH & TABLES 50x95x1500mm lengthwise timber beams Timber: 100% FSC Hardwood, non-treated, left to fade naturally. Fixings: min. 2 no. stainless steel recessed bolt or screw fixings per timber beam; spot welded to 10mm galvanised mild steel base plate Base: to engineers specification Shop drawings to be produced by contractor prior to fabrication (including all fixings) 10mm drainage board on top of insulation Fill material with layers of geogrid at pre-determined depths to prevent settlement of the finishes, to engineers detail & specification. Soft landscape area. Refer to NBS specification section Q31. Grass lawn. Refer to NBS specification Q30. 150mm depth topsoil Refer to NBS specification clause Q28/315 Exposed aggregate concrete seating wall. Refer to NBS specification clause E10/132A Q31/485 Q31/385 Q28/315 200 x 55 60mm granite paving with open joints to be laid on coarsely graded laying course suitable for permeable paving. Provide plastic spacers SuDSFLOW by Resigap Ltd. Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/115A. 1100mm height toughened glass guarding. Refer to NBS specification clause L37/160A. Soft landscape area. Refer to NBS specification section Q31. Exposed aggregate concrete finish. Refer to NBS specification clause E10/132A 300mm depth, approx 10-20mm diameter dark grey rounded river washed loose gravel, lined on all sides by permeable geotextile liner. Provide 80mm dia. perforated drainage pipe along full length of gravel drain connected to surface water drainage system. Refer to NBS specification clause Q23/170A 200 55 x 60mm granite paving on 40-110mm high strength bedding with closed joints laid to falls (for surface drainage). Base & sub-base to civil engineers design detail and specifications. Refer to drawing GGCQ-SDA-ZZ-XX-DR-L-90-811 and NBS specification clause Q25/115B. Structural engineer to advise on fixing detail concrete plinth to structural engineer's specification 340 Provide 10mm gap between glazing panel to allow drainage 900 450 Q31/200 35 250 65 crossfall 1:84 crossfall 1:84 900 350 350 crossfall 1:97 crossfall 1:42 Body in 6mm galvanised mild steel. Apply primer then triple coat paint finish. Colour to match building elevation (Anodite 543). 600 6mm Corten steel edging detail fixed on retaining wall. Rev: Comment: Date: drawn: project title: date: Drawing No: rev: C11 A1 @ 1:20 scale: checked: Drawing Title: Rev: Comment: Date: Rev: Comment: Date: Rev: Comment: Date: consultant: building: project ref: LP S. Diamond DIT Campus at Grangegorman ERIUGENA GGCQ-SDA-ZZ-XX-DR-L-90-200 14-374 Central Quad Stephen Diamond Associates Construction sections CS-01 & 02 CENTRAL QUAD 22/02/2021 C O N S T R U C T I O N S E C T I O N C S - 0 1 / s c a e 1 2 0 C O N S T R U C T I O N S E C T I O N C S - 0 2 s c a l e 1 : 2 0 Note: Ground build-ups, sub-base and foundations to engineer's detail & design specification C1 Issued for information. 2018-08-24 C2 Height of planter amended. 2018-09-18 C3 Position of wall upper terrace, at clerestory, amended. 2018-11-14 C4 Sprinkler tank omitted. Bespoke bench table amended to lighter structure. 2018-12-20 C5 Further description text included. Issued for RDD. 2019-02-11 C6 Iroko hardwood changed to Bankirai 2019-03-19 C6 Position to glass guarding to upper terrace amended. Concrete plinth to bespoke bench & tables. 2019-05-07 C7 Coping to upper terrace revised. Crossfall included on the walls. 2019-12-10 C8 Coping to upper terrace revised. Crossfall omitted on the walls. 2020-01-06 C9 Bench & table colour to match building elevation 2020-05-22 C10 Gabion wall changed to concrete wall. 2020-10-09 Status: As-built C11 As-built 2021-02-22 75 10 50mm sand blinding layer Concrete Slab Saw-cut crack inducer 120 800 150 50 50 50 50 Sub-base & bedding to engineers detail design & specification 50mm sand blinding layer Concrete Slab Saw-cut crack inducer Sub-base & bedding to engineers detail design & specification 225 Geotextile membrane

P R O F L E D E T A L P L A N D E T A I L 600 600 95 3-6mm joints 750 750 750 600 95 3-6mm joints 750 600

varies varies 50 50 25

*Note:

BS 8300:2009

BS 8493:2008. R10 50 30 10 R8 R3 14 23 14 R8 R7 R8 50 50 25 60 50 200 x 55 x 60mm granite paving with 3-6mm wide open joints. Provide plastic spacers SuDSFLOW by Resigap Ltd. 50mm thick of grit to BS 13242.2002. Laying course in the unbound system should be water permeable and freedraining. 150 150mm depth of modified sub-base as type 4/20 aggregate to BS EN 12620.2002 Geotextile membrane - Terram 1000 or similar approved Fill / Capping in accordance with series 600 of the SHW. 60 varies 200 x 55 x 60mm granite paving with closed joints laid to falls (for surface drainage) 40-110mm thick bedding concrete Larsen Streetscape FBC or similar approved in accordance with BS 7533 10mm drainage board on top of insulation Insulation & waterproof membrane to architect's detail design & specification Slab to engineer's detail design & specification 10 260 350 200 x 55 x 25mm granite paving on 20mm bedding to engineer's specification. Laid to falls. Luxcrete SG 150/80 or similar smoke outlet panel. Loading/dimensions to engineer's specification. Brass or ss demarcation strip, 6mm wide, 25mm deep. Mortar/ felt bed Flexcell All weather-proofing around smoke vent to Roofing SSC and architect details 200 200 varies 25 20 60 10 260 350 Slab & upstand to engineer's detail design & specification Insulation to architect's detail design & specification S A W N S A W - C U T C R A C K I N D U C E R ( I N S I T U C O N C R E T E ) / s c a e 1:10 Q21/118A / s c a l e 1:10 Q25/320 C O N T R A S T I N G M A T E R I A L TO S T E P S N O S I N G D E T A I L / s c a l e 1: 1 0 Q37/410A / s c a l e 1:10 H A N D R A I L D E T A I L / s c a e 1: 1 0 L37/150A / s c a e 1:10 Q25/115A / s c a l e 1:10 Q25/115B / s c a l e 1:10 Q25/115C

the difference in the LRV of the surfaces should be 30 points or more when measured in accordance with

Annex

Frascati Plaza

Location: Frascati Shopping Centre, Frascati Road, Black‐rock, Co. Dublin

Role in this project: Project Landscape Architect

Responsabilities: Development of concept design draw‐ings for client presentations. Production of planning docu‐mentation (drawings and report). Production of full tender/ construction documentation and NBS specification.

Status: Phase 1 completion Jan 2019

PHASE 1 COMPLETION JAN 2019

Above: Initial concept sketch by Stephen Diamond.

CARRIAGEWAY LEVEL CARRIAGEWAY LEVEL Kerb to Engineers details and specification Tarmac to Engineers details and specification FOOTPATH FOOTPATH Crossing point Carriageway level with footpath 300 350 3285 Railings to architect's details and specification 50mm depth recessed letters cast into board mark concrete wall. Please refer to 'FRASCATI' signage detail below. 240 228 138 453 468 498 463 327 176 244 50 50 50 C O N T R U C T O N S E C T O N 19 s c a e 1:25 NORTH ELEVATION Crossing point Carriageway level with footpath 3285 350 55 152 50 50 98 240 228 138 453 468 498 463 327 176 244 50 350 50 50 50 50 50 300 50 306 251 198 219 50 50 50 50 50 54 54 50 33 128 280 219 196 55 50 50 50 64 137 255 413 212 300 50 54 54 50 33 128 280 50 50 50 100 50 100 50 *Letters to be 50mm depth recessed cast into board mark concrete wall 133 40 52 215 1:25/10 @ A1 Scale SD Checked LP Drg No Project Drawn 68 Pearse Street Dublin 2 email: mail@sdacla.ie tel: 01 6775670 15-425-CD-28 Frascati Shopping Centre, Blackrock fax: 01 6775669 STEPHEN DIAMOND ASSOCIATES C H A R T E R E D L A N D S C A P E A R C H I T E C T S 2018-09-26 Date Issued Construction Purpose Client Title INVESCO LTD North elevation By Description Rev Date This drawing is copyright. Figured dimensions to be used in all cases. All dimensions to be checked on site prior to commencement of works. LP Board mark to 'stacked stone'. A 20/09/2018 F R A S C A T I S G N A G E D E T A I L / s c a e 1:10 RECESSED TEXT CAST INTO BOARD MARK CONCRETE LP Signage detail included. B 26/09/2018

Donnybrook House

Location: Donnybrook

Role in this project: Project Landscape Architect

Responsabilities: Development of concept design draw‐ings for client presentations. Production of planning draw‐ings. Production of full tender/construction documentation and NBS specification.

Status: Completion September 2018

Entrance Plaza

Exact location to be measured and cut on site;

6. Shop drawings detailing all elements to be forwarded for approval before fabrication.

CORTEN STEEL COLUMN DETAIL

ENTRANCE PLAZA

Q10/114D Q20/210 Q20/170A Q25/310A Q28/315 Q31/385 Q31/485 Q31/200 Q28/315 Q31/385 Q31/485 Q31/200 Q50/220A Q37/360 75 400 20 75 300 25 400 100 40 150 200 900 450 500 195 600 4000 150 100 700 6 6 600x600mm Access cover to be covered with100mm depth of single colour grey granite cobble 30-50mm diameter. Q37/355A 50 50 Q50/220A Q10/114C Q10/114C 763 25 25 75 34 52 300 1000 3600 600 1200 600 300 1000 3600 600 1200 600 NORTH ELEVATION SOUTH ELEVATION 300 1000 3600 600 1200 SECTION 100 612 14 100 588 1800 1800 WEST ELEVATION EAST ELEVATION 300 1000 3600 250 1200 600 1800 300 1000 3600 250 1200 600 1800 34 51 34 51 1000 Corten Steel Column to 3600mm Height 1. All corten steel to 6mm thickness cut to specified dimensions in flat sheets and secured by continous seam weld on inside, no visible welds on outside. 2. All sharp external edges to be filed down to a rounded finish 3. 3600x600x250mm corten steel column constructed in 3 sections 1200x600x250mm, 600x600x250mm and 1800x600x250mm.Welded to 1000mm2 x6mm base plate 4. 100mm x6mm continuous corten strap seam welded on inside to secure sections 5. Leaf shapes and lettering cut through corten as illustrated to north and south elevations 6. 612mm2 x 6mm thick corten lid with 50mm x 6mm continuous inset welded 14mm in from outer edge 7. 2 no. 50x50mmx6mm corten steel lug with 25mm dia fixing eye welded to lid and base 8. 3500mm length strip led (360° lens output) secured to 3500mm aluminium support secured to 50x50mm lugs to top and bottom of column 9. 4 no bolt fixings to secure corten steel base plate to foundation· Stainless steel concrete fixing bolts suitable for cracked and uncracked concrete.Thread size: M16, total length: 150mm, fixture thickness:20mm, Minimum hole depth: 105mm minimum embedment depth: 80mm 10. 1m2x300mm depth C20P mass concrete foundation 11. Provide 1 no hinged access door 1000mm 1000mm, with 2 no hinges and concealed door release to bottom of east elevation 12. 4 no. 588x588x3500 flat 6mm thick polycarbonate sheets Clear UV Grade, flame resistant, finished with mid green translucent flame resistant PVC film, in matt finish with highest level of UV protection (sample required). Cut to fit and secured with approved clear silicon/adhesive to all internal elevations. 13. Shop drawings detailing all elements to be forwarded for approval before fabrication 150 400 100 1100 30 2275 150 Corten Steel to Cafe Courtyard 1. All corten steel to 6mm thickness cut to specified dimensions in flat sheets and secured by continous seam weld on inside, no visible welds on outside; 2. All sharp external edges to be filed down to a rounded finish; 3. Leaf shapes and lettering cut through corten as illustrated; 4. Concrete foundation & bolt fixings to secure corten steel to enginners detail & specification; 5. Existing service pipes to be accommodated:

600 10 35 (1.) Grind structural concrete upstand beam down along whole length (1.) (2.) (3.) 34 Q37 Green Roofs Q37/110 Intensive green roof Q37/130 Extensive green roof Q37/355A Combined Layers 20mm Q37/355B Combined Layers 60mm Q37/360 Filter Membrane Q37/370 Intensive Growing Medium Q37/390 Extensive Growing Medium Q37/400 Vegetation Blanket Q37/440 Vegetation Barrier SPECIFICATION KEY E10 Mixing/casting/curing in situ concrete E10/132A Exposed aggregate concrete seating & retaining walls and steps Q10 Kerbs/ edgings/ channels/ paving accessories Q10/114A Edging trim Aluminium Q10/114B Edging trim Pressure-treated timber Q10/114C Edging trim Cor-ten Steel Q10/114D Edging trim Cor-ten Steel Q10/115A Precast concrete safety kerbs Q10/170A Linear slot drainage channel Q20 Granular sub-bases to roads/pavings Q20/170A Geotextile filter/ separator membrane below sub-base Q20/210 Unbound mixture for sub-base Q20/215 Hard crushed rock Q21 In situ concrete roads/ pavings/ bases Q21/115A Exposed aggregate concrete paving Q23 Gravel/ Hoggin/ Woodchip/ Resin bound roads/ pavings/ overlays Q23/170A Gravel drain Q50 Site/street furniture/equipment Q50/210A Cycle stands Q50/220A Wooden seating Q25 Slab/brick/sett/cobble pavings Q25/310A Natural stone slabs Black color Q25/310B Natural stone slabs Gold color Q25/320A Hazard tactile warning surface Q28 Topsoil and soil ameliorants Q28/315 Imported topsoil to BS:3882 Q31 External planting Q31/200 Plants/Trees generally Q31/385 Mulch matting/ geotextile fabric Q31/420 Stainless steel trellis support to climbing plants Q31/485 Mulching planting beds Q31/505 Tree pit Q31/505A Tree pits (planted on podium roofs) L37 External stair, ramp, handrail and balustrade systems L37/110A Stair systems L37/150 Handrails L37/410A Applied slip resistantto nosings C O R T E N S T E E L C O L U M N / s c a l e 1 : 2 0 By CAFE

CONSTRUCTION SECTION 21 COURTYARD

PERSPECTIVE DETAIL

Q28/315 Q31/385 Q31/485 Q31/200 75 300 300 100 1100 Void 2275 763 2225 Building elevation 533 Q28/315 Q31/385 Q31/485 Q31/200 75 300 600 100 700 6 50 Q50/220A 763 75 100 400 Existing pillar Corten Steel to Cafe Courtyard 1. All corten steel to 6mm thickness cut to specified dimensions in flat sheets and secured by continous seam weld on inside, no visible welds on outside; 2. All sharp external edges to be filed down to a rounded finish; 3. Leaf shapes and lettering cut through corten as illustrated; 4. Concrete foundation & bolt fixings to secure corten steel to enginners detail & specification; 5. Existing service pipes to be accommodated: Exact location to be measured and cut on site; 6. Shop drawings detailing all elements to be forwarded for approval before fabrication. 2325 (50mm bellow paving) 1703 2322 533 1663 533 1150 (50mm bellow paving) 400 2275 763 3806 C O N S T R U C T O N S E C T O N 2 0 / s c a e 1 : 2 0 Rev Date A 2018/05/23 Cafe Courtyard C O R T E N P E R S P E C T V E D E T A I L s c a e 1 2 0 Cafe Courtyard Green Q37/110 Intensive Q37/130 Extensive Q37/355A Combined Q37/355B Combined Q37/360 Filter Membrane Q37/370 Intensive Q37/390 Extensive Q37/400 Vegetation Q37/440 Vegetation SPECIFICATION Mixing/casting/curing E10/132A Exposed Kerbs/ Q10/114A Edging Q10/114B Edging Q10/114C Edging Q10/114D Edging Q10/115A Precast Q10/170A Linear Granular Q20/170A Geotextile Q20/210 Unbound Q20/215 Hard crushed In situ Q21/115A Exposed Gravel/ Q23/170A Gravel Site/street Q50/210A Cycle stands Q50/220A Wooden Slab/brick/sett/cobble Q25/310A Natural Q25/310B Natural Q25/320A Hazard Topsoil Q28/315 Imported External Q31/200 Plants/Trees Q31/385 Mulch matting/ Q31/420 Stainless Q31/485 Mulching Q31/505 Tree pit Q31/505A Tree pits External L37/110A Stair systems L37/150 Handrails L37/410A Applied Q28/315 Q31/385 Q31/485 Q31/200 75 300 200 900 600 700 6 600x600mm Access cover to be covered with100mm depth of single colour grey granite cobble 30-50mm diameter. 50 Q50/220A Q10/114C Q10/114C 763 25 100 400 Existing pillar Corten Steel to Cafe Courtyard 1. All corten steel to 6mm thickness cut to specified dimensions in flat sheets and secured by continous seam weld on inside, no visible welds on outside; 2. All sharp external edges to be filed down to a rounded finish; 3. Leaf shapes and lettering cut through corten as illustrated; 4. Concrete foundation & bolt fixings to secure corten steel to enginners detail & specification; 5. Existing service pipes to be accommodated: Exact location to be measured and cut on site; 6. Shop drawings detailing all elements to be forwarded for approval before fabrication. Construction Sections 20 & LP Drg No: Project: Drawn: 68 Pearse Street Dublin email: mail@sdacla.ie 15-422-CD-16 Donnybrook House STEPHEN DIAMOND C H A R T E R E D L A N D Date Issued: Purpose: Title: Client: Development Securities C O N S T R U C T O N S E C T O N 2 0 Description Rev Date This drawing is copyright. All dimensions to be checked Issued for construction. 2018/05/23 Cafe Courtyard C O N S T R U C T O N S E C T O N 2 1 c a l e 1 : 2 0 Cafe Courtyard CAFE COURYARD Cafe Courtyard CONSTRUCTION SECTION 14

Q10/114D Q20/210 Q20/170A Q25/310A Q28/315 Q31/385 Q31/485 Q31/200 Q28/315 Q31/385 Q31/485 Q31/200 Q50/220A Q37/360 75 300 25 75 Q31/420 400 100 40 200 900 450 600 4000 700 6 600x600mm Access cover to be covered with100mm depth of single colour grey granite cobble 30-50mm diameter. Q37/355A 50 50 Q50/220A Q10/114C Q10/114C 25 600 600 250 250 Corten Steel Column to 3600mm Height 1. All corten steel to 6mm thickness cut to specified dimensions in flat sheets and secured by continous seam weld on inside, no visible welds on outside. 2. All sharp external edges to be filed down to a rounded finish Corten Steel to Cafe Courtyard 1. All corten steel to 6mm thickness cut to specified dimensions in flat sheets and secured by continous seam weld on inside, no visible welds on outside; Q37 Q37/110 Q37/130 Q37/355A Q37/355B Q37/360 Q37/370 Q37/390 Q37/400 Q37/440 SPECIFICATION E10 E10/132A Q10 Q10/114A Q10/114B Q10/114C Q10/114D Q10/115A Q10/170A Q20 Q20/170A Q20/210 Q20/215 Q21 Q21/115A Q23 Q23/170A Q50 Q50/210A Q50/220A Q25 Q25/310A Q25/310B Q25/320A Q28 Q28/315 Q31 Q31/200 Q31/385 Q31/420 Q31/485 Q31/505 Q31/505A L37 L37/110A L37/150 L37/410A C O N S T R U C T O N S E C T O N 1 4 / s c a e 1 : 2 0 C O R T E N S T E E L C O L U M N s c a e 1 2 0 By

CORTEN

Eblana Avenue

Location: Eblana Avenue, Dun Laoghaire Co. Dublin

Role in this project: Project Landscape Architect

Status: Completion June 2023

Retaining walls, ground build-ups, sub-base and foundations to engineer's detail design & specification.

existing profile Climber Mix planted @ 500mm cts along stainless steel trellis system to boundary wall 26 no. Lonicera japonica 'Halliana' 26 no. Humulus lupulus 'Aureus' 26 no. Trachelospermum jasminoides 2.4m height boundary wall, fair faced concrete finish EBLANA AVE       Sprinkler room Gym Mass concrete to footpath 63mm golden granite Mass concrete kerb Existing bitmac 250 125 300 210 600mm dia secant pile to engineer's design detail & specification 1:20.5 63mm golden granite Cladding to architect's specification Retaining wall to engineer's specification. Fair faced concrete finish. Corten steel to raised planter Climber Mix planted @ 500mm cts along boundary wall to stainless steel trellis system Cladding architect's specification Retaining wall engineer's specification. Fair faced concrete finish. 1100mm high railing to fall protection. Gate (secured access) Area be planted with Hedera helix (Common ivy) 1100 Foundation to engineer's specification Drainage board to act as protective layer Insulation and waterproof membrane to architect's specification Cladding to architect's specification 1100mm high railing to fall protection. Slot drain at threshold Granite paving Aluminium trim 210 1100mm high railing with sliding gate. Building elevation 1000 1000 1000 Foundation to engineer's specification Drainage board to act as protective layer 15 Insulation and waterproof membrane to architect's specification Retaining wall to engineer's specification. Fair faced concrete finish. 1100mm high railing to fall protection. Gate (secured access) Area to be planted with Hedera helix (Common ivy) 1:100/20@ A1 Scale SD Checked LP Drg No Project Drawn 68 Pearse Street Dublin 2 email: mail@sdacla.ie tel: 01 6775670 EBL-SDA-ZZ-ZZ-DR-L-1200 Eblana Avenue fax: 01 6775669 STEPHEN DIAMOND ASSOCIATES C H A R T E R E D L A N D S C A P E A R C H T E C T S Date Issued Tender Purpose Client Title 2019-12-19 Bartra Property (Eblana) Limited Construction Sections C O N S T R U C T I O N S E C T I O N C S - 0 0 1 / s c a l e 1 : 1 0 0 West Boundary Elevation Detail CS-001A @EBL-SDA-ZZ-ZZ-DR-L-1200 DETAIL CS-001A / scale 1:20 Public Footpath Detail CS-001B @EBL-SDA-ZZ-ZZ-DR-L-1200 DETAIL CS-001B / scale 1:20 Public Footpath C O N S T R U C T I O N S E C T I O N C S - 0 0 2 / s c a l e 1 : 1 0 0 External Amenity Detail CS-002A @EBL-SDA-ZZ-ZZ-DR-L-1200 Detail CS-002B @EBL-SDA-ZZ-ZZ-DR-L-1200 Detail CS-002C @EBL-SDA-ZZ-ZZ-DR-L-1200 DETAIL CS-002A / scale 1:20 Cycle stand - Railing DETAIL CS-002B / scale 1:20 Slot drain at threshold - Aluminium trim - Plastic grass reinforcing system DETAIL CS-002C / scale 1:20 Railing - hardwood bench C O N S T R U C T I O N S E C T I O N C S - 0 0 3 / s c a e 1 : 2 0 Cycle Stand Detail CS-001C @EBL-SDA-ZZ-ZZ-DR-L-1202

Detail CS-002D @EBL-SDA-ZZ-ZZ-DR-L-1200 DETAIL CS-002D / scale 1:20 Railing - Retaining wall

Note:

Note: Retaining walls, ground build-ups, sub-base and foundations to engineer's detail design & specification.

995 300 300 1061 Stepped access Rise: 156mm Going: 350mm 350 156 400 400 1100mm high railing to fall protection 50x25mm galvanised mild steel coat paint finish to RAL 7016 (Anthracite Grey). Handrail to be fixed to railing posts. Bespoke pre-cast concrete steps fair faced finish. Provide contrasting strips to all step nosing. Foundation to engineer's specification 01 02 03 04 05 06 07 08 09 10 11 12 Granite corduroy tactile paving Granite corduroy tactile paving Granite paving TW+18.000 TP+15.612 TP+13.740 TP+13.740 TW+14.340 TW+13.983 01 02 03 04 05 06 07 08 09 10 11 12 TW+14.340 TW+13.905 Granite corduroy tactile paving granite paving to match and tie in with existing Boundary wall to engineer's specification. Fair faced concrete finish Gate (secured access) Railing to fall protection Stainless steel trellis system @ 500mm cts Retaining wall to engineer's specification. Fair faced concrete finish. Railing + upstand wall to match and tie in with existing Bespoke pre-cast concrete steps fair faced finish. Provide contrasting strips to all step nosing. Railing and handrails to stepped access TW+13.755 1:20.5 1:50 crossfall Retaining wall to engineer's specification. Fair faced concrete finish. Lift to engineer's specification existing granite Provide a painted rendered finish to the neighbour side of the boundary wall TW+14.840 TW+14.840 TP+15.612 1100mm high railing to fall protection 1:50 crossfall Area to be planted with Hedera helix (Common ivy) Fair faced concrete finish to wall 50x25mm galvanised mild steel coat paint finish to RAL 7016 (Anthracite Grey). Handrail to be fixed to railing posts. Lift to enginee's specification 1100 Bicycle rail 10 Fair faced concrete finish to retaining wall 1100mm high railing to fall protection Bespoke pre-cast concrete steps fair faced finish. 1100mm high railing to fall protection 10 10 10 slopped access 1500 2.4m height boundary wall to engineer's specification. Fair faced concrete finish. Climber Mix planted @ 500mm cts along boundary wall to stainless steel trellis system Provide a painted rendered finish to the neighbour side of the boundary wall Top of stepped access +15.612 Bottom of stepped access +13.740 +14.840 +14.340 1100 830 600 350 50 50 50 100 100 50 50 50 370 156 350 156 50 Bespoke pre-cast concrete steps. Fair faced finish. Nosings to steps: Provide contrasting* continuous anti slip dark grey/ black Stairtile strips on step edges. Provide 50 mm width across full length of step finished 50mm in from ends. Apply to all steps. *Note: the difference in the LRV of the surfaces should be 30 points or more when measured in accordance with BS 8300:2009 Annex B or BS 8493:2008. 20 10 10 Foundation to engineer's specification 10 mm chamfer 1:25/20@ A1 Scale SD Checked LP Drg No Project Drawn 68 Pearse Street Dublin 2 email: mail@sdacla.ie tel: 01 6775670 EBL-SDA-ZZ-ZZ-DR-L-1202 Eblana Avenue fax: 01 6775669 STEPHEN DIAMOND ASSOCIATES C H A R T E R E D L A N D S C A P E A R C H I T E C T S Date Issued Tender Purpose Client Title Bartra Property (Eblana) Limited Construction Sections C O N S T R U C T I O N S E C T I O N C S - 0 0 1 C / s c a e 1 : 2 0 Stepped access C O N S T R U C T I O N S E C T I O N C S - 0 0 8 / s c a l e 1 : 2 0 Stepped access D E T A I L E D P L A N D P - 0 0 1 / s c a l e 1 : 2 5 Stepped access DETAIL DT-001 / scale 1:5 Step detail 2020-01-23

The Boyne Mill

Location: The Boyne Mill, Drogheda, Co. Louth

Role in this project: Project Landscape Architect

Responsabilities: Development of concept design draw‐ings for client presentations. Production of planning docu‐mentation (drawings and report). Office representative for design team meetings.

Project Status: Planning

Protected Structure / NIAH

Access points

Above: Initial concept sketch by Stephen Diamond.

Sketches

LANDSCAPE ARCHITECTURE PORTFOLIO

LUCIANA PINHO