Andrea maugeri portfolio by Andrea

ANDREAMAUGERI PANDREA O R T F MAUGERI OLIO PORTFOLIO

LANGUAGES SPOKEN: ITALIAN/ENGLISH/ SPANISH/FRENCH/ POLISH

SOFTWARES ABLE TO USE. FROM 2D PLANS TO 3D MODELS, RENDERING AND POST PRODUCTION. ANALYSIS OF ENERGY EFFICIENCY.

16500

HOURS

INTO THE ARCHITECTURE WORLD. BEETWEN COURSES, WORKSHOPS, MASTERS, PROJECTS, OFFICES, MEETING, RESEARCH, ETC...

3YEARS OF REAL INTERNATIONAL EXPERIENCE IN A WIDE RANGE OF ARCHITECTURE AND ENGINEERING OFFICES.

OVER 60 PROJECTS ACROSS MANY SECTORS WITHIN THE LAST FIVE YEARS

ANDREA MAUGERI ABOUT ME Born in Sicily in 1989. With a strong intrest in the artistic and architectural disciplines, started my academic career on 2008 and got first degree on 2012 in Science of Architecture and Engineering with final project about Urban and territorial analisys in Sicily. On 2015 Got Master degree in Sustainable Architecture in Polytecnic of Turin. Final project about Reuse and Innovation Architecture inside Past Architecture in Sicily. I consider myself to be a creative and highly motivated individual. Adaptable and quick to learn, I work well in a team and thrive on working in a challenging environment. With a background in art and design and experience in the industry, I have a real enthusiasm for design and an innovative approach towards architecture. Myprofessionalexperience to date has been varied, and I have had the opportunity to work on a wide range of projects across many sectors and at all stages of the design process, often to tight deadlines and budgets. Working abroad and specialising in â&#x20AC;&#x2DC;International Architecture, Regeneration and Development has given me a more global perspective on architecture and I am now seeking to further my professional experience in the UK.

MY APPROACH

TYPES OF WORKS

I belive that a good method and a good organization is the base for a good job. Step by step itâ&#x20AC;&#x2122;s possibe to solve every problem.

ARCHITECTURE based on my studies and international experience, my architectural design has been influenced and evolved during the last yeras. Each project needs to be processed and analized from a different point of view. Relation with the site, surrounding architecture, budget and use. A well done architectural design is based on sketches, analysis, technical drawings and construction details, in order to realize a complete and efficent project.

Each project needs to be studied from differents point of view to understand and find the best solution. Research, Analisys and focus are the first steps for start. Sketchs, diagrams and models to understand the space and the proportions. Technical drawings, bills of quantities, final documentation and visualizations to complete the job. But all of this itâ&#x20AC;&#x2122;s impossible without a team. The exchange of views and the continuous improvement is the real strength of a project.

MASTERPLANNING - LANDSCAPE / Site

analysis , viability analysis, solar study, social analysis, landmark, are just some of the data that are taken into account in the completion of a project on a large scale. Playback in the form of conceptual models and interactive maps allow to understand the scale of the project and all its parts.

REUSE Sustainable design is not limited to the use of renewable energies but also the reuse of spaces and places in a state of neglect. The past architecture reuse allows the enhancement of a place and the rediscovery of past cultures in relation with modern culture. For this kind of design requires knowledge of tools and relief programs, knowledge of architectural degradation and the study of materials and new technologies. INTERIOR DESIGN - RETAIL / Several interior

RESPONSIBILITY / INTEGRITY / ETHICS / DYNAMIC / INTELLIGENT / INNOVATIVE / QUICK TO LEARN / JOYOUS PERSON / CURIOUS

design projects. From 30 to 400 sqm for private residences, internal arrangement of different shops and exhibition areas. Realization of concepts, sketches, 3D visualization and final designs for common residential buildings areas, offices and public places. Study and analysis of costs of materials and colors. Contact with the customer and the manufacturer.

RENDER - SKETCH Realizations of conceptual designs, technical details and views through different instruments. Sketches with use of colors, materials and photomontages. Realizations of virtual and physical models. Visualization and postproduction using modeling programs and vray plugin.

REFUGE IN THE MOUNTAIN SESTRIERE/ ITALY

Personal Project University competition:

ARCHITECTURE /

“Architecture and the Nature”

PAVENHAM HOUSE ENGLAND, BEDFORDSHIRE

P55 house Value: â&#x201A;Ź1,000,000 Role: Architectural Assistant The building form is inspired by the forms of an abandoned plough, discarded at the foot of the sloping site. The considerate placement of the dwelling avoids disturbing the argricultural land forms and allows them to be appreciated from the building, creating a strong connection between the new dwelling, the site and the wider character ares. Stage 1-3(in progress)

GREEN FOX FARM ENGLAND, CAMBRIDGESHIRE P55 Copetition Role: Architectural Assistant An exemplary dwelling which meets the strict criteria of Paragraph 55 of the National Planning Policy Framework (NPPF) 2012. Stage 1-2

BUILDING CONTROL

NOTES: 1. ALL DIMENSIONS ARE IN MILLIMETERS,LEVELS IN METERS AND ARE TO BE CHECKED ON SITE PRIOR TO COMMENCEMENT. PLEASE DO NOT SCALE FROM THE DRAWINGS.

- drawings for building control purposes only. grid lines indicative only and to be confirmed on setting out drawings prior construction or installation.

2. ALL ARCHITECTS DRAWINGS ARE TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION. 3. ANY DISCREPANCIES TO BE REPORTED TO ARCHITECT PRIOR TO ANY WORKS BEING CARRIED OUT. 4. ALL PRODUCTS TO BE INSTALLED TO MANUFACTURES SPECIFICATION AND RECOMMENDATIONS. 5. ALL CONSTRUCTION TO COMPLY WITH CURRENT BUILDING REGULATIONS

W3 04.17.04

propDT 04.17.05

2143

2218

2394

1652

W1 766

120

766

20 PLANT ROOM

+ 53.08 c = 2.40

DG12

DG13

SKYLIGHT

21 CORRIDOR

DG15

1224 3277

propDT 04.18.04

14063 4553

4566

DG05

WG07

4575

1695

4567 4569

2142

4571

2426

BUILDING CONTROL - drawings for building control purposes only. grid lines indicative only and to be confirmed on setting out drawings prior construction or installation.

5157

refer to drawing 1771.04.30 for fireplace detils

SKYLIGHT

propDT PropDT 04.20.01 04.18.03 Scale 1:5 @ a1

cross venting gap left storage: Part J : Combustion appliance/fuel • Existing gas boiler to be reused or replaced as applicable, contractor to ensure BWIC / EAVES and PIVOT DOOR VMZINC head saddle piece are in compliance with current building PropDT regulations04.20.03 and SAP Calc. Scale 1:5 @ a1 Part K : Protection from collision and impact: 18mmfalling, plywood • No relevant alterations proposed.

RWP

/ ROOFLIGHT CILL DETAIL 5806

4568

4551

Proposed Footprint : 365.00 sqm Proposed GIFA : 328.00 sqm

110mm services void (the size varies in relation to the slope of the existing metal truss)

12.5mm knauf plasterboard + skim finish

pivot door (Fineline Aluminium / System 22) / RAL tbc. for further details please refer to window schedule

triple track sliding door system (Fineline Aluminium / System 22) / RAL tbc. for further details please refer to window schedule

Part C : Resistance to Moisture: • Turf and other vegetable matter to be removed from excavations to a depth sufficient to prevent regrowth. • Below ground drainage to be sufficiently robust to accommodate presence of roots with joints that prevent any root penetration. • Approved waterproof sealant to be applied to all window/door openings. • DPM to entire floor plate lapped up to hyload DPC on inner and outer leaf. Insulated lintels with DPC from inner to outer leaf. Insulated DPC to side/lower sections of openings. • VCL to underside of all new roof structure. • Waterproof breather membrane to all pitched roof structures. • All flat roofed areas to be mechanically fixed single ply roof membrane with 150mm up stand flashed to brick parapet/abutment walls to manufactures recommendations. • All lead or zinc flashing to roof and wall abutments to be code 4 with minimum upstand of 150mm. • Parapets capped with DPC cavity tray to weep holes below capping course of brickwork laid to 3 deg. fall.

Private Residential house Value: €450,000

Part E : Sound transfer: • SVPs to have a minimum of 100mm mineral insulation, chicken wire clamped to pipe, with plasterboard surround to all sides all plasterboard to have a minimum mass of 10 kg/m2 • Minimum 300mm mineral wool between ground floor and attic construction to be a minimum density of 10 kg/m2. • Internal walls to be existing wall or proposed stud wall finished in plasterboard. Stud work walls are to be fully filled with mineral insulation to prevent sound transfer. • Underside of ceiling joists clad in 1 layer of 12.5mm plasterboard with 3mm skim finish. Mineral insulations laid between all joists, existing and proposed, to 300mm depth. Part F : Ventilation: • Ventilators to have a minimum equivalent area of 5000mm2 per room except wet rooms from which air is extracted. Total area of background ventilation to be 55,000mm2. • Continuous extract ventilation to be provided to utility room, bathrooms with 8l/s and WC with 6l/s. Manually operated intermittent extract to kitchen with minimum extract 30l/s installed to manufactured recomendations

Role: Architectural Assistant

Part G : Sanitary/Wash/Hot Water Facilities: • Bathrooms, WC and kitchen washbasin and bath/shower with hot and cold water from a central source. Part H : Drainage: • Existing drainage levels to be inspected onsite by contractor prior to commencement of works. • Minimum diameter of trap and depths of seals as follows: - washbasin - 32mm diameter 75mm depth of seal - bath/shower - 40mm diameter 50mm depth of seal - sink/washing machine/dishwasher - 40mm diameter 75mm depth of seal - wc - 100mm diameter 50mm depth of seal • Flat and glass roofs laid to fall to concealed gutter with 75mm downpipes connected into surface water drainage. • SVP's to terminate 900mm above or 3m away from any opening. • Internal RWPs to be installed to withstand air pressure test. • Gutter and glazed roof detail to be confined on appointment of the glazing supplier, detail to include overflow to avoid possibility of water entering the building if down pipes are blocked.

Change of use and refurbish of an existing agricultural barn into a Modern-barn style house in excess of 350 sq m in rural Cambridgeshire. Meeting with the client, Concept and develop design. Building Regs and Tender pack.

Part J : Combustion appliance/fuel storage: • Existing gas boiler to be reused or replaced as applicable, contractor to ensure BWIC are in compliance with current building regulations and SAP Calc. Part K : Protection from falling, collision and impact: • No relevant alterations proposed.

Part L : Conservation of fuel and power: • Please refer to SAP energy calculation completed by an authorised SAP assessor to demonstrate compliance. • All information regarding the energy efficient operation of the building services must be passed on to the occupant. Part M : Access: • Sockets to be minimum 450mm from FFL. • Switches to be 1100 above FFL. • Level access to be provided to new entrance/external dooors if possible or to otherwise to remain as existing.

Part P: Electrical Safety: • All electrical work required to meet the requirements of Part P must be designed, installed, inspected and tested by a person competent to do so. • Prior to completion the Council should be satisfied that Part P has been complied with this may require an appropriate BS7671 electrical installation certificate to be issued for the work by a person competent to do so.

pivot door (Fineline Aluminium / System 22) / RAL tbc. for further details please refer to window schedule

* EXISTING STEEL COLUMN POSITIONS PROVIDED BY SIPS INDUSTRIES

triple track sliding door system (Fineline Aluminium / System 22) / RAL tbc. for further details please refer to window schedule

floor finish - seagrass matting

* PLEASE REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL FOUNDATIONS

110 x 63mm Marmox Thermoblock external floor by others 53.08 proposed GF level

Hepworth drain TDA1 or similar approved

drainage to accomodate water discharging from the Fineline Aluminium system 52.88 existing slab level

30mm floorboard insulation DPM

existing concrete slab - details unknow

existing concrete slab details unknow

440x100x215mm blockworks

the long barn studio limbersey lane maulden bedfordshire mk45 2ea UK Scale 1:5 @ a1

2. ALL ARCHITECTS DRAWINGS ARE TO BE READ IN CONJUNCTION t: +44(0)1525 406677 fax +44(0)1525 406688 ENGINEERS DRAWINGS AND SPECIFICATION. w: www.nicolastyearchitects.co.uk STRUCTURAL e: info@nicolastyearchitects.co.uk

440x100x215mm blockworks

PropDT 04.20.06 / SLIDING DOOR DETAIL Scale 1:5 @ a1

WITH

2. ALL ARC STRUCTURA

3. ANY DIS BEING CAR

4. ALL PRO RECOMMEN

5. ALL CON

6. CONTRA BEING CAR

the long barn studio limbersey lane maulden bedfordshire mk45 2ea UK

7. TO MAK BETTER TH TO WORKIN SURROUND

t: +44(0)1525 406677 fax +44(0)1525 406688 w: www.nicolastyearchitects.co.uk e: info@nicolastyearchitects.co.uk

project Mill House Barn, to r/o 66 Station Road, Steeple Morden, SG8 0NS title

proposed section details 2

scale

1:5

SINK

1771.04.20

for information for construction

WORKTOP / FIXED CABINETRY

All works must conform to ICC, IBC, manufacturers recommendations, Codes of Practice, Local Authority regulations and to the satisfaction of the owners and Architect. Please note that if drawings conflict with any of these documents/bodies, contractor is to advise architect.

c confidential copyright nicolas tye architects under berne & universal copyright convention. do not scale. all dimensions to be confirmed on site. information contained within this drawing is the sole copyright of nicolas tye architects and is not to be reproduced without their express permission. this document must not be copied without written permission and the contents must not be imparted to a third party nor be used for any unauthorised purpose.

4. ALL PRODUCTS TO BEplan INSTALLED TO MANUFACTURES SPECIFICATION AND proposed ground floor RECOMMENDATIONS.

drawing

1. ALL DIM CHECKED O THE DRAW

nicolas tye architects

drawing

3. ANY DISCREPANCIES TO BE REPORTED TO ARCHITECT PRIOR TO ANY WORKS Station Road, Steeple Morden, SG8 0NS project Mill House Barn, to r/o 66 BEING CARRIED OUT.

1:50

NOTES:

53.08 proposed GF level

52.88 existing slab level

nicolas tye architects

drawn by checked by

Stage 1-5(in progress)

external floor by others

DPM

existing / to be demolished

revision

120mm celotex XR4000 insulation or similar approved

drainage to accomodate water discharging from the Fineline Aluminium system

1. ALL DIMENSIONS ARE IN MILLIMETERS,LEVELS IN METERS AND ARE TO BE CHECKED ON SITE PRIOR TO COMMENCEMENT. PLEASE DO NOT SCALE FROM THE DRAWINGS. PropDT 04.20.04 / PIVOT DOOR DETAIL

* PLEASE REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL FOUNDATIONS

50mm screed

Hepworth drain TDA1 or similar approved

NOTES:

* EXISTING STEEL COLUMN POSITIONS PROVIDED BY SIPS INDUSTRIES

18mm solfex warm board underfloor heating

120mm celotex XR4000 insulation or similar approved

drawn by checked by

floor finish - polish concrete by Lazenby

18mm solfex warm board underfloor heating 50mm screed

BUILDING CONTROL - drawings for building control purposes only. grid lines indicative only and to be confirmed on setting out drawings prior construction or installation.

scale

scale 1:50@A1

50x50mm orizontal timber battens @600mm centers

110mm services void (the size

30mm floorboard insulation

2.5m

proposed ground floor plan

75 x 50mm vertical timber battens @600mm centers

50x50mm orizontal timber battens @600mm centers

Scale 1:5 @ a1

PLEASE NOTE :

title 2m

cavity tray aluminium window flashing fixed into timber battern

PropDT 04.20.05 / EAVES and SLIDING DOOR HEAD DETAIL

proposed section details 2

1.5m

cavity tray aluminium window flashing fixed into timber battern

Part B : Fire escape: • Kitchen to be fitted with separate heat detector to be interlinked with smoke alarm. • Any existing smoke ventilation to garage to be retained. • Wall and ceiling linings to all protected areas to be Gyproc Fireline (or similar) 12.5mm plasterboard to achieve Class 0 surface requirement. • loadbearing walls and floor structures to have fire resistance as per table A1 in appendix A of ADB1

of the existing metal truss)

scale 1:5@A1

20mm burnt larch cladding (Shou Sugi Ban profile or similar approved)

lintel (please note Sips Industries Ltd specifications)

Building Regulation Notes: Part A : Structure: • Refer to structural engineer's design and specification.

12.5mm knauf plasterboard + skim finish

revision

* PLEASE REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL FOUNDATIONS

0.5m

vapour control layer Kingspan Nilvent breather membrane lapped over cavity tray

20mm burnt larch cladding (Shou Sugi Ban profile or similar approved)

Part L : Conservation of fuelspace and power: 25mm ventilated • Please refer to SAP energy calculation completed by an authorised SAP assessor to demonstrate compliance. VMZINC membrane • All information regarding the energy efficient operation of the building services must be passed on to the occupant. 75 x 100mm timber packer Part M : Access: • Sockets to beby minimum 450mmLtd from FFL. 217mm SIP Industries • Switches structural to be 1100insulated above FFL. panel • Level access(consisting to be provided to new entrance/external dooors if possible or to of breather otherwise to remain as/ 11mm existing. membrane OSB / 195mm insulation / 11mm OSB) Part P: Electrical Safety: • All electrical work required to meet the requirements of Part P must be designed, installed, inspected andcontrol tested layer by a person competent to do so. vapour • Prior to completion the Council should be satisfied that Part P has been complied with this may require an appropriate BS7671 electrical installation certificate 130mm size to be issued forservices the workvoid by a(the person competent to do so. varies in relation to the slope

4554

NOTES:

vapour control layer Kingspan Nilvent breather membrane lapped over cavity tray

HEAD DETAIL

ENGLAND, SOUTH CAMBRIDGESHIRE

PLEASE NOTE : 4376

4570

55.94 SIPS eave level

217mm by SIP Industries Ltd structural insulated panel (consisting of breather membrane / 11mm OSB / 195mm insulation / 11mm OSB)

varies in relation to the slope of the existing metal truss)

Part H : Drainage: • Existing drainage levels to be inspected onsite by contractor prior to commencement of works. • Minimum diameter of trap and depths of seals as follows: - washbasin - 32mm diameter 75mm depth of seal - bath/shower - 40mm diameter 50mm depth of seal - sink/washing machine/dishwasher - 40mm diameter 75mm depth of seal - wc - 100mm diameter 50mm depth of seal • Flat and glass roofs laid to fall to concealed gutter with 75mm downpipes connected into surface water drainage. • SVP's to terminate 900mm above or 3m away from any opening. Fineline Aluminium roof system • Internal RWPs to be installed to withstand air pressure test. • Gutter and glazedQuartz roof detail be confined on appointment of the glazing supplier, VMZINC Plustowith detailstandard to include overflow to avoid possibility of water entering the building if down width standing seams pipes areat blocked. nominal 600mm centres

DG04

2142

4565

2142

SOUTH ELEVATION

GRID DIMENSIONS

4577

4569

4549

2407

Liberty 10 frame less open fronted gas fire

SKYLIGHT

4403

WG08

+ 53.08

FULL HEIGHT

APEX GAS FIRE

+ 53.08

FULL HEIGHT

4407

DG06

WG09

E propDT 04.18.02

5157

14 BEDROOM 2

SKYLIGHT

WG06

15 MASTER BEDROOM

1167

+ 53.08

FULL HEIGHT

4059

3791

+ 53.08

FULL HEIGHT

1710

RWP

STEEL COLUMNS AXIS DIMENSIONS

DG03 DG17

1668

6252

5157

1157

13 BEDROOM 1

2043

w2 w2

WG10

propDT 04.18.05

1710

4603

SKYLIGHT

+ 53.08

WG11

800

DG16

3 DINING

10 SECONDARY ENTRANCE

slope 2%

55.94 SIPS eave level

217mm by SIP Industries Ltd structural insulated panel (consisting of breather membrane / 11mm OSB / 195mm insulation / 11mm OSB)

75 x 50mm vertical timber battens @600mm centers

Part G : Sanitary/Wash/Hot Water Facilities: • Bathrooms, WC and kitchen washbasin and bath/shower with hot and cold water from a central source.

+ 53.08

DG07

SKYLIGHT

FULL HEIGHT 2053

DG14

FULL HEIGHT

MASTER PropDT 04.20.02 ROOFLIGHT DETAIL 16 /DRESSING Scale 1:5 @ a1

+ 53.08

fixed cabinetry SKYLIGHT

WG12

DG18

1950

2486

10300

11169

+ 53.08

DG201747

1403

HATCH ON THE WALL FOR ACCESS TO THE LOFT

FULL HEIGHT

4 LIVING

DG21

5145

+ 53.08 FULL HEIGHT

+ 53.08

FULL HEIGHT

MILL HOUSE BARN

6. CONTRACTOR TO CARRY OUT DELAPIDATION SURVEY PRIOR TO ANY WORKS BEING CARRIED OUT.

55.95 proposed eave level

lintel (please note Sips Industries Ltd specifications)

155

DG09

2011

1945

DG10

1948

+ 53.08 c = 2.40

1747

8 LARDER

+ 53.08 c = 2.40

4620

949

+ 53.08

FULL HEIGHT

4239

19 BATHROOM

2505

18 MASTER ENSUITE 2

827

11 GUEST BEDROOM w1

2143

+ 53.08 c = 2.40

SVP

1991

1 ENTRANCE

2171

BOOKCASE

2 KITCHEN

12 GUEST ENSUITE

SVP

17 MASTER ENSUITE 1

WG05

WG04

2515

600

2106

BOOKCASE STOVAX STUDIO DUPLEX EDGE DOUBLE refer to drawing 1771.04.29 for fireplace details

6837

propDT 04.18.01

W3 2127

6134

DG08

HATCH

4218

WG03 SVP

DG19

3207

1507

1746

5157

3902

SVP

DG02

DG01

+ 53.08

w1 1684

WG02

2449

970

WG01

3990

1991

3172

DG11

FULL HEIGHT

9 WC

+ 53.08 c = 2.40

4039

7 UTILITY

+ 53.08 c = 2.40

1344

SVP

1468

+ 53.08

3099

2705

FULL HEIGHT

STOOL

5. ALL CONSTRUCTION TO COMPLY WITH CURRENT BUILDING REGULATIONS

1771.04.09

7. TO MAKE GOOD IS TO RETURN THE NOTED TO A STATE THAT IS EQUAL OR BETTER THAN THAT NOTED IN THE DELAPIDATION SURVEY, TO RETURN NOTED TO WORKING ORDER OR TO DO ANY NESSESSARY WORKS TO FITSection WITH - Proposed Ball c confidential copyright nicolas tye architects under berne & universal copyright convention. do not scale. Kitchen SURROUNDING FINISHES. dimensions to be confirmed on site. information contained within this drawing is the sole copyright of nicolas tye

4200

Scale 1:25 @ A1

architects and is not to be reproduced without their express permission. this document must not be copied without written permission and the contents must not be imparted to a third party nor be used for any unauthorised purpose.

Part A : Structure: • Refer to structural engineer's design and specification. Part B : Fire escape: • Kitchen to be fitted with separate heat detector to be interlinked with smoke alarm. • Any existing smoke ventilation to garage to be retained. • Wall and ceiling liningsTRUSS to all protected areas to be Gyproc Fireline (or similar) EXISTING METAL 12.5mm plasterboard to achieve Class 0 surface requirement. • loadbearing walls and floor structures to have fire resistance as per table A1 in appendix A of ADB1

(professional xq or similar approved)

55.95 proposed eaves level

existing apple tree zinc roof existing metal truss

5235

55.94 SIPS eave level

propDT 04.20.05

4766

Sips eaves + 2.859

Part F : Ventilation: • Ventilators to have a minimum equivalent area of 5000mm2 per room except wet BOOKCASE DOUBLE-SIDED rooms from which air is extracted. Total area of background ventilation to be 55,000mm2. • Continuous extract ventilation to be provided to utility room, bathrooms with 8l/s and WCWOOD with 6l/s. Manually operated intermittent extract to kitchen with minimum extract STORE 30l/s installed to manufactured recomendations STOVAX STUDIO DUPLEX Part G : Sanitary/Wash/Hot Water Facilities: EDGE DOUBLE • Bathrooms, WC and kitchen washbasin and bath/shower with hot and cold water from refer to drawing 1771.04.29 for fireplace details a central source. Part H : Drainage: POLISHED CONCRETE • Existing drainage levels to be inspected onsite by contractor prior to commencement HEARTH BY LAZENBY of works. • Minimum diameter of trap and depths of seals as follows: / FFLdepth of seal floor level grounddiameter proposed 53.08 - washbasin - 32mm 75mm - bath/shower - 40mm diameter 50mm depth of seal - sink/washing machine/dishwasher - 40mm diameter 75mm depth of seal - wc - 100mm diameter 50mm depth of seal • Flat and glass roofs laid to fall to concealed gutter with 75mm downpipes connected into surface water drainage. Kitchen - Proposed Section A • SVP's to terminate 900mm above or 3m away from any opening. Scaleair1:25 @test. A1 • Internal RWPs to be installed to withstand pressure • Gutter and glazed roof detail to be confined on appointment of the glazing supplier, detail to include overflow to avoid possibility of water entering the building if down pipes are blocked.

672

FRIDGE / FREEZER

LIVING

2404

2591

2400

WG11

OVEN

600

53.08 proposed ground floor level / FFL 52.88 existing slab level

propDT 04.19.01

existing slab to remain (assumed)

52.52 existing external ground level

existing sub-base below slab unknown FOUNDATION TBC BY STRUCTURAL ENGINEER

proposed section D - D

900

(Shou Sugi Ban Profile)

217mm SIPS wall panel

600

WOODSTORE

* PLEAS ALL FOU

STOVAX STUDIO DUPLEX EDGE DOUBLE refer to drawing 1771.04.29 for fireplace details

nicolas tye architects t: +44(0)1525 406677 fax +44(0)1525 406688 w: www.nicolastyearchitects.co.uk e: info@nicolastyearchitects.co.uk

revision

DG10 1

5400

MICROWAVE

LIVING ROOM

OVEN

DISH WASHER

KITCHEN

+ 53.08 FULL HEIGHT

+ 53.08 FULL HEIGHT 4200

FIXED CABINETRY

nico the long

WORKTOP

the long barn studio limbersey lane maulden bedfordshire mk45 2ea UK

UTILITY ROOM

1507

* PLEASE REFER TO STRUCTURAL ENGINEERS DRAWINGS FOR ALL FOUNDATIONS

Kitchen - Proposed Plan Scale 1:25 @ A1

WINE CABINET

SNUG / TV ROOM 3902

SINK

Part P: Ele • All electric installed, in • Prior to co this may re to be issue

600

SINK

* EXISTING STEEL COLUMN POSITIONS PROVIDED BY SIPS INDUSTRIES

drawn by checked by

600

COOK TOP FRIDGE

BOOKCASE

PLEASE NOTE :

revision

600

Part M : Ac • Sockets to • Switches • Level acc otherwise t

* EXISTIN INDUSTR BOOKCASE

propDT 04.20.06

600

Part L : Co • Please re demonstrat • All informa be passed

PLEASE

WOODSTORE

burnt larch cladding

DG10

DISH WASHER

949

1504 2404

2880

TV ROOM / SNUG

SINK

WINE CABINET

MICROWAVE

Part K : Protection from falling, collision and impact: • No relevant alterations proposed.

DG11

Part K : Pr • No releva

COOKTOP

Part J : Combustion appliance/fuel storage: • Existing gas boiler to be reused or replaced as applicable, contractor to ensure BWIC are in compliance with current building regulations and SAP Calc.

3 track sliding door (Fineline Aluminium System 22)

Part J : Co • Existing g are in comp

WG13

828

250mm insulated flue system - matte black

2400

900

Part H : Dr • Existing d of works. • Minimum - wash - bath/ - sink/w - wc - 1 • Flat and g into surface • SVP's to t • Internal R • Gutter and detail to inc pipes are b

1300

propDT 04.19.04

58.24 SIPS ridge level

Part G : Sa • Bathroom a central so

1200

2400

Part B : Fir • Kitchen to • Any existi • Wall and c 12.5mm pla • loadbearin appendix A

Part F : Ve • Ventilators rooms from 55,000mm2 • Continuou WC with 6l/ 30l/s install

250mm INSULATED FLUE SYSTEM / Part C : Resistance to Moisture: MATTE BLACK • Turf and other vegetable matter to be removed from excavations to a depth sufficient to prevent regrowth. • Below ground drainage to be sufficiently robust to accommodate presence of roots with joints that prevent any root penetration. • Approved waterproof sealant to be applied to all window/door openings. • DPM to entire floor plate lapped up to hyload DPC on inner and outer leaf. Insulated lintels with DPC from inner to outer leaf. Insulated DPC to side/lower sections of openings. • VCL to underside of all new roof structure. • Waterproof breather membrane to all pitched roof structures. • All flat roofed areas to be mechanically fixed single ply roof membrane with 150mm up stand flashed to brick parapet/abutment walls to manufactures recommendations. • All lead or zinc flashing to roof and wall abutments to be code 4 with minimum upstand of 150mm. • Parapets capped with DPC cavity tray to weep holes below capping course of brickwork laid to 3 deg. fall.

489

58.32 proposed ridge level

Part A : Str • Refer to s

Part E : So • SVPs to h with plaster a minimum • Minimum minimum d • Internal w work walls • Underside finish. Mine depth.

Building Regulation Notes:

Sips ridge + 5.159

Building R

Part C : Re • Turf and o to prevent r • Below gro with joints t • Approved • DPM to e lintels with openings. • VCL to u • Waterproo • All flat ro up stand fla • All lead o upstand of • Parapets brickwork la

6. CONTRACTOR TO CARRY OUT DELAPIDATION SURVEY PRIOR TO ANY WORKS for information BEING CARRIED OUT. for construction

450

W1 2042

RWP

4039

5 SNUG / TV ROOM 4332

1145

WG14 6 STUDY / LIBRARY

1900

WG13

1641

2142

MAIN ENTRANCE RWP

slope 2%

VMZINC boxed gutter

55.95 proposed eave level

4. ALL PRODUCTS TO BE INSTALLED TO MANUFACTURES SPECIFICATION AND RECOMMENDATIONS. 5. ALL CONSTRUCTION TO COMPLY WITH CURRENT BUILDING REGULATIONS

2400

4657

RWP

VMZINC boxed gutter

3. ANY DISCREPANCIES TO BE REPORTED TO ARCHITECT PRIOR TO ANY WORKS BEING CARRIED OUT.

900

1652

4554

insect mesh

VMZINC membrane

22 28

propDT

W1 2691

SIPS ridge level 58.24 Part C : Resistance to Moisture: • Turf and other vegetable matter to be removed from excavations to a depth sufficient to prevent regrowth. • Below ground drainage to be sufficiently robust to accommodate presence of roots Aluminium roofroot system with Fineline joints that prevent any penetration. • Approved waterproof sealant to be applied to all window/door openings. • DPM to entire floor plate lapped up to hyload DPC on inner and outer leaf. Insulated lintels with DPC from inner to outer leaf. Insulated DPC to side/lower sections of openings. • VCL to underside of all new roof structure. • Waterproof breather membrane to all pitched roof structures. • All flat roofed areas to be mechanically fixed single ply roof membrane with 150mm up stand flashed to brick parapet/abutment walls to manufactures recommendations. • All lead or zinc flashing to roof and wall abutments to be code 4 with minimum upstand of 150mm. • Parapets capped with DPC cavity tray to weep holes below capping course of brickwork laid to 3 deg. fall.

4570

18mm plywood

25mm ventilated space

insect mesh

100

4565

18mm plywood

25mm ventilated space

155

propDT 04.17.03

1652

4569

VMZINC Quartz Plus with standard width standing seams at nominal 600mm centres

VMZINC membrane

5820

32842

4575

2. ALL ARCHITECTS DRAWINGS ARE TO BE READ IN CONJUNCTION WITH STRUCTURAL ENGINEERS DRAWINGS AND SPECIFICATION.

verge liner

VMZINC Quartz Plus with standard width standing seams at nominal 600mm centres

2222

propDT 04.17.02

W1 1200

4569

1. ALL DIMENSIONS ARE IN MILLIMETERS,LEVELS IN METERS AND ARE TO BE CHECKED ON SITE PRIOR TO COMMENCEMENT. PLEASE DO NOT SCALE FROM THE DRAWINGS.

C verge liner

Part B : Fire escape: • Kitchen to be fitted with separate heat detector to be interlinked with smoke alarm. • Any existing smoke ventilation to garage to be retained. • Wall and ceiling linings to all protected areas to be Gyproc Fireline (or similar) 58.32 prop. ridge level 12.5mm plasterboard to achieve Class 0 surface requirement. • loadbearing walls and floor structures to have fire resistance as per table A1 in appendix A of ADB1

NOTES:

Building Regulation Notes: Part A : Structure: • Refer to structural engineer's design and specification.

100

2 4549

1 propDT 04.17.01

NORTH ELEVATION

6. CONTRACTOR TO CARRY OUT DELAPIDATION SURVEY PRIOR TO ANY WORKS BEING CARRIED OUT.

BUILDING CONTROL - drawings for building control purposes only. grid lines indicative only and to be confirmed on setting out drawings prior construction or installation.

t: +44(0) w: www.n

project M

title

scale

drawing

All works must c of the owners an

c confidential dimensions to architects and written permis

CONSTRUCTION

1) pr 2) 3) 4) 5) m sp Th to 6) re 7) dr On 8) ag co 9) fa 10 sit 11 re 12 pr 13 am Co cli co 14 ele 15 te an 16 iss 17 dr 18 dr 19 en

all dimensions to be checked on site prior to manufacturing

WESTLANDS HOUSE

TV aerial to be installed away from house, post location to be confirmed

ENGLAND, HERTFORDSHIRE

Private Residential house 5x8m summer outbuilding. Allow for floor / screed and foundations, and electric / water / drainage connections

Value: €1,000,000 Role: Architectural Assistant

outdoor cooking area (cabinetry and finishes not part of contract), allow for electricity, water supply, and foul drainage

timber shed to landscape designers drawings and specifications (not part of the main contract). Allow for floor / screed and foundations

additional single block retaining wall to form a bed and break the height

grassed area with some tiles TBC

retaining wall with corten cladding to lower terrace area

gravel path

hard and soft landscaping not part of the main contract

detached garage, included in the main contract

Modern-style house in excess of 300 sq m in rural Heartfordshire. Meeting with the client, Concept and develop design. Building Regs and Construction.

Log Store

GAS

Public

08 09

RWP

SVP

VENT

Stage 1-7

Highw

RWP SVP

proposed new entrance wall and gate

RWP

SVP

06 07

SVP

Public

2500

Highw

+450mm

proposed mains incomer cabinet

RWP

3600

04 05

7000

r 4100

+900mm

RWP

SVP

02 03

proposed 1250mm high beech hedging

3600

proposed 1250mm high stone pier

hway

r 6400

3600

Hig Public

RWP

06 07

23905

Pa •S Pa •k •w 12 •l ap Pa •t to •b wi •a • lin op • •W • up • up • br Pa •S wi kg •p 40 Pa •v •c M re Pa •b a Pa •s Co •e of •m wa ba sin wc •f int •S •i •g de pip Pa •e ar Pa •a Pa •P de •A be Pa •s •s •l ex Pa •w ab pr th •a m Pa •a ins •p th to

a b c d e f g h i j k L m n o s t u v w x y z z z

t w

A a d

Construction notes

CONSTRUCTION

1) All dimensions are in millimeters, levels in meters and are to be checked on site prior to commencement. Do not scale from the drawings. 2) Any discrepancies to be reported to architect prior to any works being carried out. 3) All products to be installed to manufacturers specifications and recommendations. 4) All construction to comply with current building regulations. 5) The architectural drawings are to be read in conjunction with all relevant structural, mechanical, electrical, plumbing, landscape and other consultants' drawings and specifications and in conjunction with all tender documentation. The principal contractor or other parties involved must report conflicts or discrepancies to Nicolas Tye Architects prior and/or during the construction phase. 6) Do not change the size or dimension of any proposals on drawings without written request and topermission from or relevant consultant. all dimensions be checked on site priorarchitect to manufacturing 7) All drawings issued for information or Building Control Approval are not construction drawings. waterproofing layer, cornering and Only drawings marked 'for construction' shall be used for this purpose. 8) The principal contractor is responsible for checking all drawings and specifications details by Sarnafil, installed to against site conditions and shall report any discrepancies to the architect or relevantmanufacturer's recommendations consultant. 9) The principal contractor is responsible for checking of all dimensions on site prior to fabrication or installation. 10) The main contractor is responsible for construction Health and Safety and a clean site aftersingle each construction day. Aluminium weathered DT 1537.05.13.02 11) All works shall be performed in accordance with British Standards, local parapet by Seamless Aluminium or requirements and to manufacturer's recommendations and specifications. scale 1:5@A1 / 1:10@A3 similar contractor approved. Laid to fall 12) The principal is responsible for maintaining*scale a clean set ifofprinted all drawings may vary from PDF. please refer to graphic scales printed to scale (usually large format pages) and available on site for reference. towards roof. Minimum fall 1:40 13) The principal contractor is responsible to maintain records of any approved amendments to architect's or consultants' proposals on drawings as per point no. 8. Copies of full sets of marked up drawings shall be submitted to the architect and to the client for future reference not later than four weeks after construction works completion. min. 15mm ventilation gap with 14) The principal contractor is responsible for the provision of services like water or insect mesh, to shape required electricity duringbent construction for own as well as for subcontractors' purposes. 15) All materials and products shall be new, undamaged and as specified in submitted 200x50mm timber 'ladder' for shall conform with local standards tender documentation. All stud materials and products and/or with standards of source of materialsto or products. parapet formation, connected 16) The principal steel contractor shall respect stub posts tothe SEabove points and shall coordinate any issues or discrepancies at no additional cost. specifications 17) All structural elements shown indicatively only. Please refer to structural engineer's drawings and specifications for more information. 18) Landscape design shown indicatively only. Please refer to landscape architect's drawings specifications for more information. Iroko and timber cladding, 100mm or 19) Please refer for any mechanical, electrical and plumbing specifications to M+E 150mm visibleand face, closed joint, engineer's drawings specifications.

all dimensions to be checked on site prior to manufacturing

02 03 5430

04 05

265

4960

06 07

265

7110

7460

265

8830 stone parapet 8360 finished opening

WG09

WG07

2370 stone parapet 2145 finished opening

2370

WG08 A

f.f.l. -1.44m sunken terrace by landscape designers, to be included in main contract works

1100mm high balustrade

6330 roof 5880 finished opening

DT 1537.03.16.01

DT 1537.03.16.02

3990 stone

2910 blockwork

4000 finished wall

2815 post group center to GL B

tv / data / power

ACO HexDrain Brickslot 2910

600 blockwork 1540

3405 stone 1140 stone

1510 finished opening

WG12 larder f.f.l. ±0.0m f.c.l. +2.40m

3 3

b 4160 blockwork

1510 finished opening

WG13

with trickle vent

1473 stone

741 blockwork

utility

300mm gravel perimeter 2170

3860 stone

ACO HexDrain Brickslot

900 blockwork

RWP

960 stone

4300 center post to axis

6270

5010 stone

2410 finished opening

1410 stone

boxed and insulated Ø125mm rainwater pipe

nicolas tye architects

airbricks for natural ventilation

basement below, shown dashed

soffit sub-structure in pressure treated timber battens Kingspan NILVENT or similar approved breathable membrane

+6.05m

min. 15mm ventilation gap with 18x16 gauge insect mesh closer

+2.90m cavity tray above all casement windows +2.80m

Dupond Airguard or similar approved air and vapour control barrier

cavity tray

Gyproc DryWall or similar approved adhesive dabs catnic lintel to structural engineers specifications

steel lintel to structural engineers specifications

British Gypsum Thistle Multi Finish or similar approved skim coat of wet plaster

+3.60m

TOC +3.46m

engineered timber base + underfloor heating system in 65mm screed, by Multibeton or similar approved separation layer by Multibeton 50mm underfloor heating insulation

projecting Aluminium window lintel flashing, colour RAL to match window frames

DT 1537.05.13.04 scale 1:5@A1 / 1:10@A3

prime grey american black walnut by Timber Natural or similar approved engineered timber floor finish

*scale may vary if printed from PDF. please refer to graphic scales

PPC Aluminium window to glazing specialists

window fixed elements to be concealed within wall cavity. All glazing details to glazing specialists

beam and block floor to structural engineers specifications

projecting Aluminium window cill, colour RAL to match window frames 180 to 200mm stone cladding by Riverdale Stone or similar approved stone finish

window steel support to structural engineers specifications

100mm Kingspan Kooltherm K12 or similar approved insulation to achieve u-value of 0.18W/m2K or better

British Gypsum Thistle Multi Finish or similar approved skim coat of wet plaster

soffit ceiling sub-structure: horizontal weather pressure treated timber battens at 600mm centres, screwed to pistol timber studs

drawn by checked by mee

50mm surecav or similar approved cavity spacer

DT 1537.05.13.03 scale 1:5@A1 / 1:10@A3

+2.80m

*scale may vary if printed from PDF. please refer to graphic scales

concrete blockwork to SE specifications

Iroko timber soffit cladding, 150mm visible face, by Scope Joinery or similar approved

lm lm lm lm

mb mb mb mb

Westlands House, Little Hadham, SG11 2AJ ground floor plan

drawing

1537.05.03

03 02

roof parapet

+6.80m

FF ceiling

+6.10m

first floor balustrades

+4.70m

1100

2500

700

05 04

DT 1537.05.12.04

700

DT 1537.05.12.02

first floor FFL

+3.60m

GF roof parapet 1

+3.30m

garage roof

+3.20m

soffit +2.80m

300

GF ceiling 2 soffit +2.90m

soffit +2.80m

+2.90m

garage ceiling

+2.90m

GF ceiling 1

+2.60m

stairs landing FFL

+1.80m

ground floor balustrades

+1.10m

DT 1537.04.12.01

1100

2600

living

DT 1537.05.12.03

existing terrain levels

summer outbuilding FFL

+0.50m

garage FFL

+0.20m

+106.40 = ±0.00m

700

GF FFL

-0.70m -0.80m

basement terrace 3 FFL

-1.20m

sunken terrace stairs landing FFL

-1.44m -1.50m

basement terrace 2 FFL

-2.40m

basement / terrace FFL

-3.20m

cinema room FFL

-3.50m

sunken terrace wall to clad in stone to match house walls

low RC retaining wall, to SE calculations

section b scale 1:50 @A1 / 1:100 @A3

all first floor balustrades at 1100mm above finished floor level 01

02 03

04 05

06 07

DT 1537.05.16.02 DT 1537.05.13.02

700

roof parapet

+6.80m

roof light kerb to be insulated and waterproofed at least up to 150mm above waterproof layer

1100mm high balustrades around all terraces / voids

300

2500

sunken terrace

basement ceiling cinema room ceiling

08 09

jt /

nt / m

project

Westlands House, Little Hadham, SG11 2AJ

title

vertical section details 2

1537.05.13 1:5@A1 / 1:10@A3

for information for construction

1) All dimensions are in millimeters, levels in meters and are to be checked on site prior to commencement. Do not scale from the drawings. 2) Any discrepancies to be reported to architect prior to any works being carried out. 3) All products to be installed to manufacturers specifications and recommendations. 4) All construction to comply with current building regulations. 5) The architectural drawings are to be read in conjunction with all relevant structural, mechanical, electrical, plumbing, landscape and other consultants' drawings and specifications and in conjunction with all tender documentation. The principal contractor or other parties involved must report conflicts or discrepancies to Nicolas Tye Architects prior and/or during the construction phase. 6) Do not change the size or dimension of any proposals on drawings without written request and permission from architect or relevant consultant. 7) All drawings issued for information or Building Control Approval are not construction drawings. Only drawings marked 'for construction' shall be used for this purpose. 8) The principal contractor is responsible for checking all drawings and specifications against site conditions and shall report any discrepancies to the architect or relevant consultant. 9) The principal contractor is responsible for checking of all dimensions on site prior to fabrication or installation. 10) The main contractor is responsible for construction Health and Safety and a clean site after each construction day. 11) All works shall be performed in accordance with British Standards, local requirements and to manufacturer's recommendations and specifications. 12) The principal contractor is responsible for maintaining a clean set of all drawings printed to scale (usually large format pages) and available on site for reference. 13) The principal contractor is responsible to maintain records of any approved amendments to architect's or consultants' proposals on drawings as per point no. 8. Copies of full sets of marked up drawings shall be submitted to the architect and to the client for future reference not later than four weeks after construction works completion. 14) The principal contractor is responsible for the provision of services like water or electricity during construction for own as well as for subcontractors' purposes. 15) All materials and products shall be new, undamaged and as specified in submitted tender documentation. All materials and products shall conform with local standards and/or with standards of source of materials or products. 16) The principal contractor shall respect the above points and shall coordinate any issues or discrepancies at no additional cost. 17) All structural elements shown indicatively only. Please refer to structural engineer's drawings and specifications for more information. 18) Landscape design shown indicatively only. Please refer to landscape architect's drawings and specifications for more information. 19) Please refer for any mechanical, electrical and plumbing specifications to M+E engineer's drawings and specifications.

Building Regulations Notes Part A : Structure: • See Structural engineers design and specification Part B : Fire escape: • kitchen to be fitted with separate heat detector to be interlinked with smoke alarm. • wall and ceiling linings to all protected areas to be Gyproc Fireline (or similar) 12.5mm plasterboard to achieve Class 0 surface requirement. • load bearing walls and floor structures to have fire resistance as per table A1 in appendix A of ADB1 Part C : Resistance to Moisture: • turf and other vegetable matter to be removed from excavations to a depth sufficient to prevent regrowth. • below ground drainage to be sufficiently robust to accommodate presence of roots with joints that prevent any root penetration. • approved waterproof sealant to be applied to all window/door openings. • DPM to entire floor plate lapped up to hyload DPC on inner and outer leaf. Insulated lintels with DPC from inner to outer leaf. Insulated DPC to side/lower sections of openings. • VCL to underside of all new roof structure. • Waterproof breather membrane to all pitched roof structures. • all flat roofed areas to be mechanically fixed single ply roof membrane with 150mm up stand flashed to brick parapet/abutment walls to manufactures recommendations. • all lead or zinc flashing to roof and wall abutments to be code 4 with minimum upstand of 150mm. • parapets capped with DPC cavity tray to weep holes below capping course of brickwork laid to 3 deg. fall. Part E : Sound transfer: • SVPs to have a minimum of 100mm mineral insulation, chicken wire clamped to pipe, with plasterboard surround to all sides. All plasterboard to have a minimum mass of 10 kg/m2 • proposed internal walls and floors to achieve a minimum airborne sound insulation of 40 Rw dB Part F : Ventilation: • ventilators to have a minimum equivalent area of 5000mm2 per room • continuous extract ventilation to be provided to utility room and bathrooms, with 15l/s. Manually operated intermittent extract to kitchen with minimum extract 30l/s or 60l/s if remote, installed to manufacturers recomendations Part G : Sanitary/Wash/Hot Water Facilities: • bathrooms, WC and kitchen washbasin and bath/shower with hot and cold water from a central source. Part H : Drainage: • see Structural engineers design and specification prepared by Morton & Hall Consulting Limited. • existing drainage levels to be inspected onsite by contractor prior to commencement of works. • minimum diameter of trap and depths of seals as follows: washbasin - 32mm diameter 75mm depth of seal bath/shower - 40mm diameter 50mm depth of seal sink/washing machine/dishwasher - 40mm diameter 75mm depth of seal wc - 100mm diameter 50mm depth of seal • flat and glass roofs laid to fall to concealed gutter with 75mm downpipes connected into surface water drainage. • SVP's to terminate 900mm above or 3m away from any opening. • internal RWPs to be installed to withstand air pressure test. • gutter and glazed roof detail to be confined on appointment of the glazing supplier, detail to include overflow to avoid possibility of water entering the building if down pipes are blocked. Part J : Combustion appliance/fuel storage: • existing gas boiler to be reused or replaced as applicable, contractor to ensure BWIC are in compliance with current building regulations and SAP calculations Part K : Protection from falling, collision and impact: • all balustrades to be at least 1100mm above FFL Part L : Conservation of fuel and power: • Please refer to SAP energy calculation completed by an authorised SAP assessor to demonstrate compliance. • All information regarding the energy efficient operation of the building services must be passed on to the occupant. Part M : Access: • sockets to be minimum 450mm from FFL. • switches to be 1100 above FFL. • level access to be provided to new entrance if possible or to otherwise to remain as existing. Part N : Glazing: • where there is a danger of the operator or other person falling through a window above ground floor level, suitable limiters should be fitted or guarding should be provided. Where glazed surfaces cannot be cleaned safely by a person standing on the ground, provision will be made for use of portable ladders not more than 6m long.

do not sc

Building Regulations Notes

Construction notes

07 06

site meeting for int. designers glazing meeting site meeting for door tender drawing issue

mee

to be confirmed site. information contained within this drawing is the copyrighton of site nico 1)dimensions All dimensions are inonmillimeters, levels in meters and are to be sole checked architects and is not to be reproduced without express this document must not be copied prior to commencement. Do not scaletheir from the permission. drawings. and the contents must not be imparted to a third party nor be used for any unauthorised purp 2)written Any permission discrepancies to be reported to architect prior to any works being carried ou 3) All products to be installed to manufacturers specifications and recommendation 4) All construction to comply with current building regulations. 5) The architectural drawings are to be read in conjunction with all relevant structu mechanical, electrical, plumbing, landscape and other consultants' drawings and specifications and in conjunction with all tender documentation. The principal contractor or other parties involved must report conflicts or discrepan to Nicolas Tye Architects prior and/or during the construction phase. 6) Do not change the size or dimension of any proposals on drawings without writt request and permission from architect or relevant consultant. 7) All drawings issued for information or Building Control Approval are not construc drawings. Only drawings marked 'for construction' shall be used for this purpose. 8) The principal contractor is responsible for checking all drawings and specificatio against site conditions and shall report any discrepancies to the architect or releva consultant. 9) The principal contractor is responsible for checking of all dimensions on site prio fabrication or installation. 10) The main contractor is responsible for construction Health and Safety and a cl site after each construction day. 11) All works shall be performed in accordance with British Standards, local requirements and to manufacturer's recommendations and specifications. 12) The principal contractor is responsible for maintaining a clean set of all drawin printed to scale (usually large format pages) and available on site for reference. 13) The principal contractor is responsible to maintain records of any approved amendments to architect's or consultants' proposals on drawings as per point no. Copies of full sets of marked up drawings shall be submitted to the architect and to client for future reference not later than four weeks after construction works completion. 14) The principal contractor is responsible for the provision of services like water o electricity during construction for own as well as for subcontractors' purposes. 15) All materials and products shall be new, undamaged and as specified in subm tender documentation. All materials and products shall conform with local standard and/or with standards of source of materials or products. 16) The principal contractor shall respect the above points and shall coordinate an issues or discrepancies at no additional cost. 17) All structural elements shown indicatively only. Please refer to structural engin drawings and specifications for more information. 18) Landscape design shown indicatively only. Please refer to landscape architect drawings and specifications for more information. 19) Please refer for any mechanical, electrical and plumbing specifications to M+E engineer's drawings and specifications.

09 08

drawn by checke 2016.04.04 2016.04.20 2016.05.04 2016.05.09 2016.05.11 2016.06.03 2016.06.09 2016.06.09 2016.06.15 2016.06.24 2016.07.28 2016.08.03 2016.08.24 2016.09.02 2016.09.12 2016.09.15 2016.10.26 2016.11.14 2016.11.21 2016.11.30 2016.12.02 2016.12.07

All works must conform to ICC, IBC, manufacturers recommendations, Codes of Practice, Local Authority regu and to the satisfaction of the owners and Architect. Please note that if drawings conflict with any o

*scale may vary if printed from PDF. please refer to graphic scales

0.25

site meeting post site meeting

c confidential

title

all dimensions to be checked on site prior to manufacturing

Construction documents/bodies,notes contractor is to advise architect.

CONSTRUCTION

1 0.10

for construction

*scale may vary if printed from PDF. please refer to graphic scales

nt / mb

project

1:50@A1 / 1:100@A3

a b c d e f g h i j k L m n o s t u v w x

drawing

ground floor scale 1:50 @A1 / 1:100 @A3

0.5

0 0

revision

the long barn studio limbersey lane maulden bedfordshire mk45 2ea

British Gypsum Gyproc wall board with a skim coat of wet plaster

t: +44(0)1525 406677 fax +44(0)1525 406688 w: www.nicolastyearchitects.co.uk e: info@nicolastyearchitects.co.uk

FIRE fire alarm RWP 6'' rain water pipe SVP soil vent pipe reinforced concrete sand / cement screed concrete blockwork timber sections insulation stone cladding

Part A : Structure: • See Structural engineers design and specification Part B : Fire escape: • kitchen to be fitted with separate heat detector to be interlinked with smoke alarm • wall and ceiling linings to all protected areas to be Gyproc Fireline (or similar) 12.5mm plasterboard to achieve Class 0 surface requirement. • load bearing walls and floor structures to have fire resistance as per table A1 in appendix A of ADB1 Part C : Resistance to Moisture: • turf and other vegetable matter to be removed from excavations to a depth suffic to prevent regrowth. • below ground drainage to be sufficiently robust to accommodate presence of roo with joints that prevent any root penetration. • approved waterproof sealant to be applied to all window/door openings. • DPM to entire floor plate lapped up to hyload DPC on inner and outer leaf. Insul lintels with DPC from inner to outer leaf. Insulated DPC to side/lower sections of openings. • VCL to underside of all new roof structure. • Waterproof breather membrane to all pitched roof structures. • all flat roofed areas to be mechanically fixed single ply roof membrane with 150m up stand flashed to brick parapet/abutment walls to manufactures recommendatio • all lead or zinc flashing to roof and wall abutments to be code 4 with minimum upstand of 150mm. • parapets capped with DPC cavity tray to weep holes below capping course of brickwork laid to 3 deg. fall. Part E : Sound transfer: • SVPs to have a minimum of 100mm mineral insulation, chicken wire clamped to with plasterboard surround to all sides. All plasterboard to have a minimum mass o kg/m2 • proposed internal walls and floors to achieve a minimum airborne sound insulatio 40 Rw dB Part F : Ventilation: • ventilators to have a minimum equivalent area of 5000mm2 per room • continuous extract ventilation to be provided to utility room and bathrooms, with 1 Manually operated intermittent extract to kitchen with minimum extract 30l/s or 60l remote, installed to manufacturers recomendations Part G : Sanitary/Wash/Hot Water Facilities: • bathrooms, WC and kitchen washbasin and bath/shower with hot and cold water a central source. Part H : Drainage: • see Structural engineers design and specification prepared by Morton & Hall Consulting Limited. • existing drainage levels to be inspected onsite by contractor prior to commencem of works. • minimum diameter of trap and depths of seals as follows: washbasin - 32mm diameter 75mm depth of seal bath/shower - 40mm diameter 50mm depth of seal sink/washing machine/dishwasher - 40mm diameter 75mm depth of seal wc - 100mm diameter 50mm depth of seal • flat and glass roofs laid to fall to concealed gutter with 75mm downpipes connect into surface water drainage. • SVP's to terminate 900mm above or 3m away from any opening. • internal RWPs to be installed to withstand air pressure test. • gutter and glazed roof detail to be confined on appointment of the glazing supplie detail to include overflow to avoid possibility of water entering the building if down pipes are blocked. Part J : Combustion appliance/fuel storage: • existing gas boiler to be reused or replaced as applicable, contractor to ensure B are in compliance with current building regulations and SAP calculations Part K : Protection from falling, collision and impact: • all balustrades to be at least 1100mm above FFL Part L : Conservation of fuel and power: • Please refer to SAP energy calculation completed by an authorised SAP assesso demonstrate compliance. • All information regarding the energy efficient operation of the building services m be passed on to the occupant. Part M : Access: • sockets to be minimum 450mm from FFL. • switches to be 1100 above FFL. • level access to be provided to new entrance if possible or to otherwise to remain existing. Part N : Glazing: • where there is a danger of the operator or other person falling through a window above ground floor level, suitable limiters should be fitted or guarding should be provided. Where glazed surfaces cannot be cleaned safely by a person standing o the ground, provision will be made for use of portable ladders not more than 6m lo • all glazing to be laminated/toughened specification below 800mm in height and t manufacturers design and specification. Part P: Electrical Safety: • all electrical work required to meet the requirements of Part P must be designed, installed, inspected and tested by a person competent to do so. • prior to completion the Council should be satisfied that Part P has been complied this may require an appropriate BS7671 electrical installation certificate to be issued for the work by a person competent to do so.

nicolas tye architects

*scale may vary if printed from PDF. please refer to graphic scales

DT 1537.05.13.01 scale 1:5@A1 / 1:10@A3

Building Regulations Notes

t: +44(0)1525 406677 fax +44(0)1525 406688 w: www.nicolastyearchitects.co.uk e: info@nicolastyearchitects.co.uk

jt / nt

the long barn studio limbersey lane maulden bedfordshire mk45 2ea UK I

1) All dimensions are in millimeters, levels in meters and are to be checked on site prior to commencement. Do not scale from the drawings. 2) Any discrepancies to be reported to architect prior to any works being carried ou 3) All products to be installed to manufacturers specifications and recommendation 4) All construction to comply with current building regulations. 5) The architectural drawings are to be read in conjunction with all relevant structu mechanical, electrical, plumbing, landscape and other consultants' drawings and specifications and in conjunction with all tender documentation. The principal contractor or other parties involved must report conflicts or discrepan to Nicolas Tye Architects prior and/or during the construction phase. 6) Do not change the size or dimension of any proposals on drawings without writt request and permission from architect or relevant consultant. 7) All drawings issued for information or Building Control Approval are not construc drawings. Only drawings marked 'for construction' shall be used for this purpose. 8) The principal contractor is responsible for checking all drawings and specificatio against site conditions and shall report any discrepancies to the architect or releva consultant. 9) The principal contractor is responsible for checking of all dimensions on site prio fabrication or installation. 10) The main contractor is responsible for construction Health and Safety and a cl site after each construction day. 11) All works shall be performed in accordance with British Standards, local requirements and to manufacturer's recommendations and specifications. 12) The principal contractor is responsible for maintaining a clean set of all drawin printed to scale (usually large format pages) and available on site for reference. 13) The principal contractor is responsible to maintain records of any approved amendments to architect's or consultants' proposals on drawings as per point no. Copies of full sets of marked up drawings shall be submitted to the architect and to client for future reference not later than four weeks after construction works completion. 14) The principal contractor is responsible for the provision of services like water o electricity during construction for own as well as for subcontractors' purposes. 15) All materials and products shall be new, undamaged and as specified in subm tender documentation. All materials and products shall conform with local standard and/or with standards of source of materials or products. 16) The principal contractor shall respect the above points and shall coordinate an issues or discrepancies at no additional cost. 17) All structural elements shown indicatively only. Please refer to structural engin drawings and specifications for more information. 18) Landscape design shown indicatively only. Please refer to landscape architect drawings and specifications for more information. 19) Please refer for any mechanical, electrical and plumbing specifications to M+E engineer's drawings and specifications.

cill +1.00m window board, see finishes schedule

CONSTRUCTION

WG14 DT 1537.03.16.03

1510

CasoLine MF by British Gypsum or similar approved suspended ceiling system

Dupond Airguard or similar approved air and vapour control barrier

45 degree mitre cut to timber cladding corners, with steel bead on mild steel angle fixed to corner

for construction 2016.04.04 a 2016.04.20 b 2016.05.04 c 18x16 gauge insect mesh closer 2016.05.09 d by The Flyscreen Company or 2016.05.11 e 2016.06.03 similar approved f site meeting 2016.06.09 g post site meeting 2016.06.09 h 2016.06.15 i 2016.06.24 j 2016.07.28 k 2016.08.03 L 2016.08.24 m site meeting 2016.09.02 n for int. designers 2016.09.12 o dimensions glazing 2016.09.15 all to bemeeting checked on site prior to manufacturing s site meeting 2016.10.26 t for door tender 2016.11.14 u drawing issue 2016.11.21 v 2016.11.30 w 2016.12.02 x 2016.12.07 y 2017.02.22 z 2017.03.07 z' 2017.04.18 z'' doors to coats area added 2017.07.05

874

f.f.l. ±0.0m f.c.l. +2.60m

0.5

revision stainless

WG17

ceiling void and kintchen ventilation ducts Kingspan Kooltherm or similar approved insulated cavity closer

ventilated void

DG07 2241 blockwork

50mm Kingspan Kooltherm K15 + 75mm Kooltherm K10 FM or similar approved insulation to achieve u-value of 0.18W/m2K, or better

timber joist to structural engineers specifications

timber studs to suit ply board

XDG02

3760 blockwork

tv/data/power

with trickle vent

FIRE

910 blockwork from GL D

3415 finished wall

RWP

airbricks for natural ventilation

DG08

1200

storage f.f.l. ±0.0m f.c.l. +2.40m

beam and block floor to SE specifications 20mm plyboard fixed to joists as per SE specifications

HOB

DG09

4370 stone

boxed and insulated Ø125mm rainwater pipe

RWP

engineered timber base + underfloor heating system by Multibeton or similar approved underfloor heating insulation

ply +6.45m

insulation to achieve u-value of 0.18W/m2K or better

1648 stone

409 blockwork

3010 blockwork

2060 blockwork from GL H

4370 stone

4150 finished wall

office internal window cills in walnut to match floor finish

f.f.l. ±0.0m f.c.l. +2.40m a

f.f.l. ±0.0m f.c.l. +2.60m

150x50mm insulated timber stud wall instead of blockwork to avoid RWP cold bridge

secondary kitchen

425 blockwork

SVP

airing cupboard RWP

2370 post to GL 09

2070 blockwork

1500

office f.f.l. ±0.0m f.c.l. +2.60m

700

700 blockwork

DG05

415 blockwork

600

ACO HexDrain Brickslot

entrance pivot door, clad in timber to match wall cladding, by Scope Joinery or similar approved

1045 center post to GL D2

100

DG13

3 1000 finished opening

2390 blockwork

WG15

wc 1 f.f.l. ±0.0m f.c.l. +2.40m

10mm undercut for ventilation

XDG01

coats

10mm undercut for ventilation

WG16

3100 blockwork

f.f.l. ±0.0m f.c.l. +2.40m

SVP

5100 finished wall

675 blockwork

2900

entrance mat 1200x800mm

2105 blockwork

3465 finished wall

e RWP DG04 10mm undercut for ventilation

thinner stone wall (100mm) to allow for extra insulation arround SVP

2675 finished wall

concrete blockwork arround stairs: 200mm instead of 140mm

465 blockwork

1095 blockwork

2015 blockwork

310 center post to axis

insulated Ø125mm rainwater pipe in wall cavity. thinner stone (100mm) to allow for extra insulation

2480 blockwork

30min fire door

DG01

concrete blockwork arround stairs: 200mm instead of 140mm

2240 stone

f.f.l. +1.8m f.c.l. +6.10m

1000 blockwork

half landing 2745 center post to axis

1250 finished wall

blockwork from GL D2 990

2275 stone

c 975

DG06

1050 finished opening

lobby f.f.l. ±0.0m f.c.l. +2.90m

10mm undercut for ventilation

2704 blockwork

30 29

TOS +6.43m

brickwork laid to 3 deg. fall. Part E : Sound transfer: Kooltherm K18 42.5mm Kingspan • SVPs to have a minimum of 100mm mineral insulation, chicken wire clamped to pipe, with plasterboardinsulated surround to plasterboard all sides. All plasterboard to have a minimum mass of 10 kg/m2 • proposed internal walls and floors to achieve a minimum airborne sound insulation of 19mm ply board 40 Rw dB Part F : Ventilation: • ventilators to have a minimum equivalent area of 5000mm2 per room • continuous extract ventilation to be provided to utility room and bathrooms, with 15l/s. Manually operated intermittent extract to kitchen with minimum extract 30l/s or 60l/s if remote, installed to manufacturers recomendations Part G : Sanitary/Wash/Hot Water Facilities: • bathrooms, WC and kitchen washbasin and bath/shower with hot and cold water from a central source. Part H : Drainage: • see Structural engineers design and specification prepared by Morton & Hall Kingspan NILVENT or similar Consulting Limited. approved breathable membrane • existing drainage levels to be inspected onsite by contractor prior to commencement of works. • minimum diameter of trapto and depths of seals as follows: cladding screws be stainless washbasin - 32mm diameter 75mm depth of seal steel,- 40mm 2 to 2.5 the 50mm widthdepth of the bath/shower diameter of seal sink/washing machine/dishwasher - 40mm diameter 75mm depth of seal board in lenght, fixed every wc -600mm 100mm diameter 50mm depth of seal centers maximum, or to • flat and glass roofs laid to fall to concealed gutter with 75mm downpipes connected manufacturers recommendations into surface water drainage. • SVP's to terminate 900mm above or 3m away from any opening. • internal RWPs to be installed to withstand air pressure test. • gutter and glazed roof detail to be confined on appointment of the glazing supplier, detail to include overflow to avoid possibility of water entering the building if down pipes are blocked. British Gypsum BGM 105 shadow Part J : Combustion appliance/fuel storage: gap skirting bead to corners and • existing gas boiler to be reused or replaced as applicable, contractor to ensure BWIC junctions are in compliance with current building regulations and SAP calculations Part K : Protection from falling, collision and impact: • all balustrades to be at least 1100mm above FFL Part L : Conservation of fuel and power: • Please refer to SAP energy calculation by an authorised SAP assessor to 200x50mm timber stud completed wall demonstrate compliance. soleefficient plateoperation of the building services must • All information regarding the energy be passed on to the occupant. Part M : Access: • sockets to be minimum 450mm from FFL. • switches to be 1100 above FFL. • level access to be provided to new entrance if possible or to otherwise to remain as existing. Part N : Glazing: • where there is a danger of the operator or other person falling through a window above ground floor level, suitable limiters should be fitted or guarding should be provided. Where and glazedpre-cast surfaces cannot be cleaned safely by a person standing on steel beam concrete the ground, provision bespecifications made for use of portable ladders not more than 6m long. planks towill SE • all glazing to be laminated/toughened specification below 800mm in height and to manufacturers design and specification. Part P: Electrical Safety: • all electrical work required to meet the requirements of Part P must be designed, 50mm inspected Kingspan K15competent + installed, andKooltherm tested by a person to do so. • prior to completion the Council be satisfied that Part P has been complied with 75mm Kooltherm K10 should FM , fixed this may require an appropriate BS7671 electrical installation certificate with approved to be fasteners. issued for the Or worksimilar by a person competent to do so.

kitchen f.f.l. ±0.0m f.c.l. +2.90m 1280 center post to axis

1400 structural opening

fire alarm with heat detector

SVP

685 blockwork

2200 step no.18 plinth

dining f.f.l. ±0.0m f.c.l. +2.90m

+3.60m

openings.Kingspan Kooltherm K12 or 90mm • VCL to underside of all new roof structure. similar approved insulation to roof structures. • Waterproof breather membrane to all pitched achieve u-value 0.18 W/m2K.fixed To single ply roof membrane with 150mm • all flat roofed areasof to be mechanically up standbe flashed to brickin parapet/abutment installed accordance walls to to manufactures recommendations. • all lead or zinc flashing to roof and wall abutments to be code 4 with minimum manufacturers upstand of 150mm. recommendations insulation • parapets capped with DPC cavity tray to weep holes below capping course of

oven

prime grey american black walnut by Timber Natural or similar approved engineered timber floor finish

TOC +3.46m

timber cladding sub-structure Part A : Structure: (weather pressure treated vertical • See Structural engineers design and specification timber battens, at same centers as Part B : Fire escape: • kitchen to bestud fitted wall, with separate heatto detector timber screwed SE to be interlinked with smoke alarm. • wall and ceiling linings to all protected areas to be Gyproc Fireline (or similar) specifications) and ventilated 12.5mm plasterboard to achieve Class 0 surface requirement. • load bearing walls and floor structurescavity to have fire resistance as per table A1 in

WG11

WG05 1095 stone

600 blockwork

2435 stone

insulated SVP pipe in wall cavity. blockwork wall to stop to allow for extra insulation

865 blockwork

2910 finished opening

WG06

WG02 1310 finished wall

1090 finished opening

2710 blockwork from GL D

2155 center post to axis

740 post group center to GL D

3050 finished wall

140 post group center to GL G

WG18

14 no. 38x100mm painted softwood timber studs, from plinth to ceiling

office internal wall finish in walnut to match floor finish

with trickle vent

1510 finished opening 1660 stone

first floor cantilever above, shown dotted

tv / data / power

1610 blockwork

3840 stone

1355 1175 2920

300mm gravel perimeter

tv/data/power

5350 blockwork

G 1100mm high balustrade

17 16

26 3350

46'' tv/data/power F FIRE

c F FIRE fire alarm with smoke detector

27 TV 975

RWP

500 post to GL E

855 post to GL F

WG04

RWP

fire resistant plasterboard to be used in room divider fireplace

335 blockwork

3060 blockwork

WG19

with trickle vent

1510 finished opening

insulated Ø125mm rainwater pipe in wall cavity. blockwork wall to stop to allow for extra insulation

SVP

6270 finished opening stone to stone

RWP

DT 1537.04.16.07

1990 blockwork

300mm ceiling drop

snug

boxed and insulated Ø125mm rainwater pipe, SVP and shower drain pipes

RWP

separation layer between insulation and screed

+6.80m

appendix A of ADB1 steel tobeam to structural Part C : Resistance Moisture: • turf and otherengineers vegetable matter to be removed from excavations to a depth sufficient specifications to prevent regrowth. • below 200x50mm ground drainagetimber to be sufficiently robust to accommodate presence of roots studs wall with joints that prevent any root penetration. head plate, see structural • approved waterproof sealant to be applied to all window/door openings. engineers specifications • DPM to entire floor plate lapped up to hyload DPC on inner and outer leaf. Insulated lintels with DPC from inner to outer leaf. Insulated DPC to side/lower sections of

fire alarm with heat detector F FIRE

f.f.l. ±0.0m f.c.l. +2.90m

1550 blockwork

1945 middle post center to GL D2

retaining wall

basement terrace below basement terrace by landscape designers, to be included in main contract works

1045

concrete slab

sloping ground

3575

150x50mm insulated timber stud wall instead of blockwork to avoid RWP cold bridge

floor to form a 900x950 area with +30mm change in level. minimum screed thickness: 130mm

Kingspan Thermataper TT47 LPC/FM, effective thickness: 130mm, or similar approved tapered insulation to achieve u-value of 0.18 W/m2K. Minimum fall 1:80. To be installed in accordance to manufacturers recommendations

Building Regulations Notes

46'' tv/data/power

ACO HexDrain Brickslot DT 1537.04.16.08

f.f.l. ±0.0m f.c.l. +2.60m

1630 post group center to GL D

320 blockwork

4380 stone

1210 blockwork

Global 100BF-02 double aspect gas fireplace by Drufire

snug

1100mm high balustrade

ACO HexDrain Brickslot to all ground floor doors and patio doors

fire alarm with CO detector

DG02

3455

DT 1537.04.15.04

RWP

WG20

woodburner and hearth

2715 post group center to GL C

1100mm high balustrade

ACO HexDrain Brickslot to all ground floor doors and patio doors

30min fire door

1728 stone parapet

WG01

DG10

1370

DT 1537.04.15.05

by Scope Joinery or similar approved

515 post group center to GL B

f.f.l. ±0.0m f.c.l. +2.90m

515 post group center to GL B

living

WG10

2910 blockwork

4000 finished wall

floor to form a 900x950 area with +30mm change in level. minimum screed thickness: 130mm

2815 post group center to GL B

tv / data / power

3990 stone

4830

sunken terrace

Construction notes

CONSTRUCTION

08 09

265

revision a b c d

drawn by checke

for construction

2016.04.04 2016.04.20 2016.05.04 2016.05.09 2016.05.11

mee

jt /

nicolas tye architects

the long barn studio limbersey lane maulden bedfordshire mk45 2ea t: +44(0)1525 406677 fax +44(0)1525 406688 w: www.nicolastyearchitects.co.uk e: info@nicolastyearchitects.co.uk

project

Westlands House, Little Hadham, SG11 2AJ

title

drawing

for information for construction

c confidential copyright nicolas tye architects under berne & universal copyright convention. do not sc dimensions to be confirmed on site. information contained within this drawing is the sole copyright of nico architects and is not to be reproduced without their express permission. this document must not be copied written permission and the contents must not be imparted to a third party nor be used for any unauthorised purp

RYCKTALSKA WARSAW/ PLN

Warsaw Residential development Value: â&#x201A;Ź8,000,000 Role: Architectural Assistant Residential developemnt of 80 units. Apartment distribution, Apartment design, M&E plan, IInternal refurbishment. Executive Project for common spaces, garden and garages. Stage 1-7

“A NEW CHURCH FOR WROCLAW” WROCLAW/ PLN

Contest Project Curch and ecclesiastic services. Priest’s house, Library and Bar. Pubblic spaces in relation with urban developing.

XLAM HOUES 1.0

XLAM HOUES 2.0

CAGLIARI / ITA

MARETTIMO/ ITA

Personal Project

Prefabricated structure in xlam. Analisys of sun exposition and use of natual isolation.

Prefabricated structure in xlam. Analisys of su exposition, study and analisys of air circulation and use of natual isolation.

MASTERPLANNING / LANDSCAPE / 06_URBAN PROJECT - SOCIAL HOUSING - GANDIA - SPAIN

Between the road and the river , it develops a group of housing units . The artist's house is developed in relation to the surrounding buildings . The property is fencing in the direction of the road and opens towards the river .

SOCIAL HOUSING GANDIA / SPAIN

Personal Project University Urban project Reconnect the right side of the river with the rest of the city. Project landscape, public spaces and residential units. Social housing: simplex, duplex, triplex and quadruplex.

A - Design process

CHARTFIELD FARM ENGLAND, KENT

4.5 proposed masterplan 1:1250

Development 10 Private Residential Units Value: €5,000,000 Role: Architectural Assistant Residential community development, using the restored historic farm buildings subdivided into dwellings, and to create some new build dwellings which are in 1877 | Chartfield 3 keeping withFarm the| stage form and proportion of © nicolas tye architects ltd 2018 25 the model farm

arrangement.Stage 1-3

NEW LIFE FOR MAGNANO MAGNANO /ITALY

EXPOSITION Architecture Reuse Analisy of buildings in a state of decay. proposed re-use and recovery.

REUSE /

INTERIOR DESIGN / RETAIL /

APARTMENT IN MILAN MILAN / ITALY

Milan - Refurbishment and re-use Value: â&#x201A;¬100,000 Role: Architect Refurbishment apartment. recovery plan, design of interior spaces. Floor plan, Ceiling plan and finishing plan. BoQ of finishing, floor tiles and furnitures. Stage 1-7

LEVI’S STORE ITALY / POLAND/ UK/ SPAIN / PORTUGAL/ GERMAN / BELGIUM / FRANCE/ ETC...

Levi’s store design New shop / shop in a shop Value: €30,000 - €200,000 Role: Architectural Assistant Arrangement of interior space for new Levi’s store. Concept design, floor plan, frontshops, changing room area. Final draw, detail and BoQ documents. Stage 1-4

APRICOT HOTEL WARSAW / POLAND

RENDER / SKETCH /

Concept restaurant space Value: â&#x201A;¬30,000 Role: Architectural Assistant Hand sketches with phoroshop post production. Stage 1-3

PRIVATE HOUSE WROCLAW / POLAND

Private client Concept Value: â&#x201A;¬200,000 Role: Architectural Assistant

Concept for a single house of 140 sqm. stage 1-3

DEKABRISTOW RESIDENTIAL MOSKOW / RUSSIA

Private client Concept external facada

PRIVATE BATHROOM ROME / ITALY

Private client Concept bathroom

Model in Rhino, render in Cinema4D + V-Ray

URBAN RESIDENTIAL PROJECT MOSCOW / RUSSIA

COMPETITION

PRIVATE BEDROOM MILTON KEYNES / UK

Private client Concept bedroom

Model in Rhino, render in Cinema4D + V-Ray

PERSONAL SKETCHES

CONTACTS AA.MAUGERI@GMAIL.COM/ +44 7397065288/