Andrea Gino - Portfolio 2016

ANDREA GINO // CONSTRUCTING ARCHITECT

PORTFOLIO

- CV

- DESIGN

- SITE SUPERVISION

- PHOTOGRAPHY pag. 24

CONTENT

pag. 02

01// Ministry of Foreign Affairs pag. 04

02// Annakheel Village Hotel pag. 08

03// BRICK House pag. 12

04// Villa in Silkeborg pag. 16

05// Hovedgrd School pag. 18

06// Institute of Diplomatic Studies pag. 22

1

00// ANDREA GINO - CV

GENERAL INFO

NATIONALITY // Italian BIRTHDAY // 24/06/1991 LANGUAGE // IT (Native), EN (Proficient), DK (Good)MOBILE (DK) // +45 3013 7947 E-MAIL // [email protected] LINKEDIN // linkedin.com/in/ginoandrea

2

EDUCATION

BSc (Hons) Architectural Technology and Construction Management@ VIA Univesity College, Campus Horsens, Denmark February 2011 - June 2014

WORK EXPERIENCE

Constructing Architect@ Henning Larsen Architects, Riyadh, Saudi ArabiaNovember 2014 - Ongoing

Intern@ Topway Architecture, Shanghai, ChinaSeptember 2013 - January 2014

SOFTWARE PROFICIENCY

Revit

MicroStation

Office Suite

Adobe Suite

BE10

AutoCad

3

01// MINISTRY OF FOREIGN AFFAIRS (MoFA)

Company: Henning Larsen ArchitectsPhase: Concept Design, Schematic DesignThe renovation project aims to restore the original qualities of the building (Built by Henning Larsen Architects in 1984) that had been tampered with by successive construction while at the same time im-proving the interiors to create a modern workspace.

My role in the project consisted in producing drawings from the sche-matic to the detail design including floor plans and room drawings as well as graphic representations of the proposed design.

85.000m, Renovation, Riyadh (Saudi Arabia), 2015

4

HENNING LARSEN ARCHITECTSCONCEPT DESIGN. MoFA REFURBISHMENT . MINISTRY OF FOREIGN AFFAIRS . RIYADH . KINGDOM OF SAUDI ARABIA14

10%

FREE SPACE

RE-ORGANIZATIONTREATING SPACE AS A RESOURCE

DEPARTMENTS DEPARTMENTS

FREE\EMPTY SPACECOMMON FUNCTIONS

INEFFICIENT SPACE INCREASE EFFICIENCY INTRODUCING COMMON FUNCTIONS

The departments in MOFA are currently spread out in different areas of the same oor or even sometimes located in different oors. We see the refurbishment as an opportunity to reorganize the departments, to place them in a more efficient layout. The main goal is to create better working conditions and thereby to heighten the daily quality of work for the employees at MOFA.

By regrouping departments and thereby maximizing the efficiency of the spatial layout, including moving some of the departments to the new IDS building, 10-20 % space will be freed. This introduces the opportunity to add new functions to the building. New functions and opportunities to regroup the employees will eventually lead to new ways of working in communities.

Having freed space we intend to use the central area of the build-ing to allocate functions common to all departments; prayer rooms, meeting rooms, toilets, printing rooms, pantries, caf and restau-rant. Doing so we wish to underline the overall idea that MoFA with all its different departments should become a single and unied community. The central space becomes the heart of the building, were people get together to socialize, meet, pray or eat.

COURTYARD COURTYARD

COURTYARD COURTYARDCOURTYARD COURTYARD

DEPARTMENT BDEPARTMENT A



DEPARTMENT A

COURTYARD COURTYARD



INTRODUCING AN OPEN OFFICE LANDSCAPEAREAS WITH ROOM FOR IMPROVEMENT


THE IMPORTANCE OF DAYLIGHT

THE FLEXIBILITY

With the addition of the open office spaces, we intend to provide efficiency and exibility when allocating working spaces related to a certain department. The staff allocated in these open space areas will always in the proximity of the executive offices. At the same time, the

boundary between departments is not xed: it can vary according to the staff needs of every department.

One of the main goals of the refurbishment is to improve the quality and efficiency of the working areas. First stage of this development is adressing the layout and general organization of the outer part of the building where the majority of offices are currently located. The incorporation of daylight in the working areas is a central issue in our proposal. Currently, we nd a large amount of office spaces distributed throughout the whole area, in which functionality, hierarchy and internal

organization are not criteria which have been taken into account. In order to provide a more efficient distribution of office spaces, we have undertaken a methodical analysis of the needs in both current and prospective MoFA departments. Our conclusion is the need for two different types of spaces: - Open office spaces. These will allocate the majority of the staff. They will prot from the natural light coming from the interior courtyards

and will also foster a better work relationship for the employees within the same department; - Modular office spaces. They will be located on the outer side of the building and will house mainly the executive staff. Other activities that would need enclosed spaces can take place here in closed meeting rooms.

COURTYARD COURTYARD





DEPARTMENT A

COURTYARD COURTYARD



INTRODUCING AN OPEN OFFICE LANDSCAPEAREAS WITH ROOM FOR IMPROVEMENT



THE FLEXIBILITY

With the addition of the open office spaces, we intend to provide efficiency and exibility when allocating working spaces related to a certain department. The staff allocated in these open space areas will always in the proximity of the executive offices. At the same time, the

boundary between departments is not xed: it can vary according to the staff needs of every department.

One of the main goals of the refurbishment is to improve the quality and efficiency of the working areas. First stage of this development is adressing the layout and general organization of the outer part of the building where the majority of offices are currently located. The incorporation of daylight in the working areas is a central issue in our proposal. Currently, we nd a large amount of office spaces distributed throughout the whole area, in which functionality, hierarchy and internal

organization are not criteria which have been taken into account. In order to provide a more efficient distribution of office spaces, we have undertaken a methodical analysis of the needs in both current and prospective MoFA departments. Our conclusion is the need for two different types of spaces: - Open office spaces. These will allocate the majority of the staff. They will prot from the natural light coming from the interior courtyards

and will also foster a better work relationship for the employees within the same department; - Modular office spaces. They will be located on the outer side of the building and will house mainly the executive staff. Other activities that would need enclosed spaces can take place here in closed meeting rooms.

THE INBETWEEN AREAS - SECTION

EXISTING SECTION

AREAS WITH ROOM FOR IMPROVEMENT


COURTYARD COURTYARD


PROPOSED SECTIONTHE IMPORTANCE OF DAYLIGHT


THE INBETWEEN AREAS - SECTIONAREAS WITH ROOM FOR IMPROVEMENT

HENNING LARSEN ARCHITECTS 45CONCEPT DESIGN. MoFA REFURBISHMENT .MINISTRY OF FOREIGN AFFAIRS . RIYADH . KINGDOM OF SAUDI ARABIA

THE JANNAH GARDEN

Plan and elevation


THE COURTYARDSAREAS WITH ROOM FOR IMPROVEMENT

THE RAWDAH GARDEN

Plan and elevation


THE COURTYARDSAREAS WITH ROOM FOR IMPROVEMENT

Natural light inside the building before and after the renovation Revitalization of the buildings interior courtyards with the addition of vegetation and a sprinkler cooling system

The defragmentation of the ministry departments determines an incresed efficiency of the space and allows for more workstations and shared functional areas to be added.

By removing the dividing walls that had been built whitout proper planning throughout the years we provide daylight to the open areas as well as incresing the space for workstations.

5

Ground Floor Plan6

7Room DrawingRoom Drawing (Meeting Room) 3rd Floor Close Up

02// ANNAKHEEL VILLAGE HOTEL

Company: Henning Larsen ArchitectsPhase: Detail DesignHLA was commissioned to extend the hotel adding 107 rooms, a new restaurant, a new conference and meeting facility and new swimming pool and SPA facilities.

My role consisted in producing the final drawings for the detail design stage .

8.500m, Extension, Jeddah (Saudi Arabia), 2015

8

1st Floor Plan9

Cross Section

10

Windows and Roof Details

11

03// Brick HOUSE (Solar Decathlon Europe 2014)

Company: Equipe VIA-UJIPhase: Concept Design to ConstructionThe Brick House is a prototype for a sustainable building module designed by a team formed by students from VIA University College (DK) and Universitat Jaume I (ES) to participate in the Solar Decathlon Europe 2014 edition.

My role in the project consisted in coordinating the communication between the teams in the 2 universities as well as participating in the early design phase, design of the composite wall system and construc-tion of the building on the competition grounds in Versailles.

120m, Prototype Building, Versailles (France), 2014

12

The Brick House is optimized for sustainabiliy by harvesting the sun for electricity, the wind for ventilation and the rain water for irrigation of the greenhouse.

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Wall Bottom and Ridge Details

Cross Section

15

04// VILLA IN SILKEBORG

Company: FreelancePhase: Schematic Design, Detail DesignProject for a new luxyry villa for a private client in the danish country-side.

My role in the project consisted in designing the model of the building on Revit based on the architects sketches as well as procuding work-ing drawings and renderings.

370m, Commission, Silkeborg (Denmark), 2014

16

1 1

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Plan Stueetage0.2

H. C. Espensen, Julsvej 296, 8600 SilkeborgNy villa, Gjessvej 56, 8600 Silkeborg

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TAG:-Ca 30 cm strtag-Inddkninger under vinduer vedkviste og skorsten i kobber-Brandsikker dug, Serbatek-38 x 73 lgter c-c max 35 cmudfres i samarbejd emed tggemand-Hanebndsspr c-c 100 Sprhoved245 mm-Spr skal udfres med opskalkningfor tag p kviste og ved tagskg.-Opskalkning udfres i samarbejdemed tggemand-245 mm mineraluld-Dampsprrer 0.20 mm plastfolie-45 x 45 mm pforing/ 45 mm isolering-22 mm forskalling c-c 30 cm-2 x 13 mm gips med felter af perforeretgips.

Udhng:-20 x 40 mm lister, malet fyr, monteret med6 mm luft-Insektnt over lister.

Skunkvg:-Sprkonstruktion-400 mm mineraluld-Dampsprrer 0,20 mm plastfolie-45 x 45 pforinng-22 mm forskalling c.c 30-2x 13 mm gips

Hanebndsloft:-400 mm mineraluld-Dampsprrer 0,20 mm plastfolie-45 x 45 mm pforing-22 mm forskalling c-c 30 cm-2x 13 mm gips

Bjlkelag:-30 mm Douglas planker monteres medskruer og proppes.-22 mm forskalling med varmefordelingsplader/varmeslanger-19 mm gulvgips-58 x 300 mm HQL- bjlker c-c 50 cm-100 mm isolering / 300 i udhng-22 mm forskalling c-c 30 cm-2 x 13 mm gips med felter af perforeret gips.Hvor der er perforeret gips skal der kun vr et lag.

Gulv i bad 1. sal:-10 mm klinker. Klinker udlgges om angivet p rumtegning-Vdrumsmembran-100 mm beton stbt p svalehaler. Der udfres30 mm fald mod gulvaflb i bruser.-40 mm kantklinker. I brus tildannes kantklinketil fald.-Fliser p 2 vgge i brus fra kantklinke til 180over kantklike

Ydervgge:-108 mm tegl (D70 kolumba, Petersen tegl)opmuret i funktionmrtel styrke 5-190 mm mineraluld-108 mm bldtrgne bagmurssten / vandskures

Fundamenter:-40 cm beton 15 til fast bund, min 90 cm underfremtidig terrn.-I bunden armeres med3 stk T 12-For oven afsluttes med 2 skifter Lecatermblokke /10 mm leca ved dre.

Skillevgge:Stueetage-108 mm bldstrgen bagmurssten/ vandskures1.sal:-Lette vgge af 70 mm stlskelet med 45 mmmineraluld og 2 x 2 lag gips

Terrndk:-10 mm klinker-100 mm svindarmeret beton-Varmeslanger-300 mm polystyren

Radonsikring:-I h.t BR 10

Vinduer og dre:-Vinder er tr/alu med 3 lags lavenergiruder.

Varme.-Der udfres gulvvarme i alle rum.

Ventilation:-Genvex med luftskifte p en halv gang i timen-Ventilationsanlg placeres p loft p lyddmpende underlag.-Emhtte far kkken

Centralstvsuger.

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1st Floor Plan Section B-B

Ground Floor Plan Section A-A

17

05// HOVEDGRD SCHOOL

Company: VIA University CollegePhase: Schematic Design, Detail DesignFor my bachelor project at VIA University College I developed a pre-existing concept design for a primary school.

I developed the project entirely by myself including construction draw-ings, project and construction planning, cost estimation and contracts.

1250m, Bachelor Project, Hovedgrd (Denmark), 2014

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73.37 mClassroom

86.8 mClassroom

57.58 mClassroom

61.8 mClassroom

68.97 mClassroom

68.97 mClassroom

75.67 mClassroom

61.3 mClassroom

60.71 mTeachers' Room

74.01 mWorkshop

145.11 mSports Hall

53.64 mKitchen

17.24 mMovie Room

37.28 mSmall Square

35.64 mBig Square

7.65 mGroup Room

7.94 mGroup Room

6.96 mGroup Room

6.44 mGroup Room

10.93 mGroup Room

7.94 mGroup Room

13.29 mGroup Room

6.74 mGroup Room

6.74 mGroup Room

11.43 mGroup Room

10.46 mGroup Room

3.84 mWC

3.73 mWC

5.29 mWC

3.55 mWC

3.68 mWC

6.34 mHandicap WC

3.65 mStorage

3.35 mWC

20.72 mStorage

7.85 mStorage

10.08 mTechnical Room

6.91 mStorage

4.84 mWindbreaker

22.86 mWardrobes

5.09 mWindbreaker

9.85 mCorridor

5.18 mWindbreaker

52.17 mCorridor

41.95 mWardrobes

4.88 mWindbreaker

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1212

2382

1212

1095

345 1242 813 3489 1212 3489 38 1673 2100 2895

2805

2820

3714

1812

943

4800

180

9420

1285

915

2018

044

091

510

645

4300

938

1963

100

100

912

588

100

2400

100

2900

7200 150 2250 100 2200 100 2250 150 4780 180

2250 150 7200

180 2120 180 2140 180 2400 180 2200 180

4200

120

2880

180

2040

18030

091

578

8593

819

63

180140

0915

2183

3200

1987

915132

0 180

1995

925

180

3586

4635 180 2265 180 2160

4635

1208

912

4625

2790

1043 915 300 100 2385

4865 120 14215

2900

100

5480

100

1600

120

1520

180

2400

180

1470

120

1550

120

1780

120

42601

5046

5015

064

2510

016

2012

016

0010

037

6010

029

00

200

912

808

912

1038

3030

1520

150

2050

150

1900

912

1108

4680

3720

688

912

808

912

3805

2280 120300 915 15585

2558

1184

2

100 2400 100 4635 915

260

180

260

915 2285 150 925 2551 180 2420 925 150 1135 915 300

SE

NE

NW

SW

Fire

A N - 1 3 2BY 336

8400 4050 300 4050 2400

HEB200

HEB200

HEB200

HEB200

HEB200

R9M

R9M

R9M

R9M

R9M

R9M

R9M

R9M

R18M

18M

R18M

R9M

R18M

R18M

R18M

R18M

6038

915

1337

1212

3002

771

850

771

015

025

5018

1256

21

-180mm Prefab. Concrete Element-300mm Hard Rock Whool-20mm Rendering

U-Value Demand:0,12 W/mKU-Value:0,091 W/mKFire Req.: R60 A2 - s1,d0Fire Spec.: R60 A2 - s1,d0

External Walls

-180mm Prefab. Concrete Element-150mm Soft Rock Whool-150mm Soft Rock Whool-30mm Air Gap-2mm Zinc Sheet

U-Value Demand:0,12 W/mKU-Value:0,115 W/mKFire Req.: R60 A2 - s1,d0Fire Spec.: R60 A1

Zinc Clad External Walls

Curtain Wall-Triple glazing-Steel Mullions Structure

U-Value:0,8 W/mKFire Req.: R30Fire Spec.: R30

Internal Load Bearing Wall-180mm Prefabricated Concrete Elements

Fire Req.: REI60 A2 - s1,d0Fire Spec: REI60 A2 - s1,d0

FD

FDFD

FD

FD

FD

FD

FD

FD

FD

FDFD

Internal Non-Load Bearing Wall-100mm Prefabricated Concrete Elements

Fire Req.: EI60 A2 - s1,d0Fire Spec: EI60 A2 - s1,d0

Internal Non-Load Bearing Wall-25mm Gypsum Boards-70mm Mineral Wool-25mm Gypsum Boards

Fire Req.: EI60 A2 - s1,d0Fire Spec: EI60 A2 - s1,d0

-Doubole glazing-50mm Mullions

Fire Req.: E30Fire Spec.: E30

Curtain Wall

9M

9M

9M

60cm2

60cm2

60cm2

60cm2

60cm2

60cm

2

60cm260cm260cm260cm260cm260cm2

60cm

2

60cm260cm2

SL

SL SL SL SLSL

SL

SL

SL

SL

SL

SL

SL

SL

Section A-A Copy 1

01

Section B-B Copy 1

01

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -

1 : 100

Hovedgaard Skole

Ground Floor

Andrea Maria Gino

06/01/14

A N - 1 1 2BY

71

Horsens

A N - 1 1 2BY

Floor Plan19

03 Groundfloor, terrain69500

IV03 Groundfloor, terrain69500

IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600

III02 Foundation68600

III

A C D E F G H I J KB

Section B-BA N - X 3 2BY

00 Basement Foundation66100

I00 Basement Foundation66100

I

01 Basement66500

II01 Basement66500

II

RoofMinimum pitch 1,5-25mm Gypsum Board-22x95mm Timber Battens-45x90mm Timber Battens-16mm Trapezoidal Steel Sheet-350mm Mineral Whool-350mm Composite Steel Beams-16mm Trapezoidal Steel Plates-0/400mm Polystyrene (Slope Defining)-4mm Bitumen Felt

U-Value Demand:0,06 W/mKU-Value: 0,06 W/mKFire Req.: R60 A2 - s1,d0Fire Spec.: REI60 A2 - s1,d0

External Walls-180mm Prefab. Concrete Element-300mm Hard Rock Whool-20mm Rendering

U-Value Demand:0,12 W/mKU-Value:0,091 W/mKFire Req.: R60 A2 - s1,d0Fire Spec.: R60 A2 - s1,d0

Gymnasium Floor-7mm Linoleum-16mm Foam Board-17,5x95mm Timber Batts-17,5x95mm Timber Batts-0/15mm Leveling Studs-100mm Reinforced Concrete-300mm Polystyrene-350mm Sand

U-Value Demand:0,09W/mKU-Value:0,09W/mK

Basement Floor-100mm Reinforced Concrete-300mm Polystyrene-350mm Sand

U-Value Demand: 0,09W/mKU-Value:0,09W/mK

Suspended Floor-7mm Linoleum-16mm Composite Wooden Board-17,5x95mm Timber Batts-17,5x95mm Timber Batts-0/15mm Leveling Studs-40mm Screed-50mm Polystyrene-180mm Prefab. Hollow Core Concrete Elements

Fire Req.: REI60 A2 - s1,d0FireSpec.: REI60 A2 - s1,d0

---

Windows-Triple Glazing-Timber/Aluminium Frame-50x25mm Timber Batts-25mm Gypsum Boards-20mm Plywood Board-40x25mm Timber Batts

U-Value:0,8 W/mKFire Req.: E30Fire Spec.: E30

A N - X 5(2ET) 210

03 02100

400

1045

1117

838

2575

2

5020

2550

825

50

847

2545

00

2579

500

7617

8564

1999

76

Basement Wall-180mm Prefab. Concrete Elements-300mm Polystyrene-Bitumen Felt

U-Value Demand: 0,12W/mKU-Value: 0,09W/mKFire Req.: R60 A2 - s1,d0Fire Spec.: R60 A2 - s1,d0

-180mm Prefab. Concrete Element-150mm Soft Rock Whool-150mm Soft Rock Whool-30mm Air Gap-2mm Zinc Sheet

U-Value Demand:0,12 W/mKU-Value:0,115 W/mKFire Req.: R60 A2 - s1,d0Fire Spec.: R60 A1

External Wall

-Triple glazing-Steel Mullions Structure

U-Value:0,8 W/mKFire Req.: R30Fire Spec.: R30

Courtain Wall

Ceiling-25mm Wood/Concrete Composite Boards-Steel Brackets Support System

Fire Req.: K1 10 D-s2,d2Fire Spec.: K1 10 B-s1,d0

Courtain Wall-Doubole glazing-50mm Mullions

Fire Req.: E30Fire Spec.: E30

Internal Load-Bearing Wall-180mm Prefabricated Concrete Elements

Fire Req.: REI60 A2 - s1,d0Fire Spec: REI60 A2 - s1,d0

68.100

69.480

74.000

69.079

74.872

75.980

74.500

73.277

72.500

71.712

70.500

Roof Flashing-Zinc Flashing-55x25mm Timber Batts-15mm OSB Board

710mm

710mm

Basement Wall

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 20

Hovedgaard Skole

Section A-A

Andrea Maria Gino

06/12/14

A N - X 3 2BY 0171

Horsens

A N - X 3 2BY 01

1 : 20Section A-A

Cross Section20


IV

00 Foundation68600

III

20

Suspended Floor-7mm Linoleum-16mm Composite Wooden Board-17,5x95mm Timber Batts-17,5x95mm Timber Batts-0/15mm Leveling Studs-40mm Screed-50mm Polystyrene-180mm Prefab. Hollow Core Concrete Elements

U-Value:Fire Spec.:

Gymnasium Floor-7mm Linoleum-16mm Composite Wooden Board-17,5x95mm Timber Batts-17,5x95mm Timber Batts-0/15mm Leveling Studs-100mm Reinforced Concrete-300mm Polystyrene-350mm Sand

U-Value:Fire Spec.:

Basement Wall-180mm Prefab. Concrete Elements-300mm Polystyrene-Bitumen Felt

U-Value:Fire Spec.:

180 300

480

716

1818

2143

5018

045

1313

7993

250

421

716

1818

2110

015

015

0

7940

0

479

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 5

Hovedgaard Skole

Suspended Floor to Gym. Floor

Andrea Maria Gino

06/10/14

013

Horsens

013


IV

K

716

1818

2143

5035

110

35

7993

180

351

180 300

330 102 51

480

-7mm Linoleum-16mm Composite Wooden Board-17,5x95mm Timber Batts-17,5x95mm Timber Batts-0/15mm Leveling Studs-40mm Screed-50mm Polystyrene-180mm Prefab. Hollow Core Concrete Elements

U-Value:Fire Spec.:

Suspended Floor-180mm Prefabricated Concrete Elements-300mm Polystyrene-Bitumen Felt

U-Value:Fire Spec.:

Basement Wall

-25*5000mm Prefabricated Concrete Drain-20mm Galvanized Steel Grate-Bitumen Felt

Drainage-Triple glazing-Steel Mullions Structure

U-Value:Fire Spec.:

Courtain Wall

1364

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 5

Hovedgaard Skole

Susp. Floor to Load Bearing Wall

Andrea Maria Gino

06/10/14

A N - X 5 (2ET) 210 0302

Horsens

A N - X 5 (2ET) 210 0302



IV

18

421

716

1818

1548

5018

045

1313

-7mm Linoleum-16mm Composite Wooden Board-17,5x95mm Timber Batts-17,5x95mm Timber Batts-0/15mm Leveling Studs-40mm Screed-50mm Polystyrene-180mm Prefab. Hollow Core Concrete Elements

U-Value:Fire Spec.:

Suspended Floor

7327

870

-25mm gypsum-70mm Mineral Wool-Steel Support Structure-25mm Gypsum

U-Value:Fire Spec.:

Non Loadbearing Wall

-180mm Prefabricated Concrete Elements

U-Value:Fire Spec.:

Loadbearing Wall

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 5

Hovedgaard Skole

Suspended Floor to non-load bearing wall

Andrea Maria Gino

06/09/14

A N - X 5 (2ET) 210 03

71

Horsens

A N - X 5 (2ET) 210 03



IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600


III

12345678910111213141516171819202122232425

Section A-A

A N - X 3 2BY 01



I

01 Basement66500

II01 Basement66500

II

Section A-A Copy 1

---

74.501

76.013

72.412

71.20071.712

70.500

71.710

72.412

71.500

72.500

71.212

70.300

76.013

72.412

71.20070.612

69.700

68.100

65.598



IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600


III

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Section A-A

A N - X 3 2BY 01



I

01 Basement66500

II01 Basement66500

II

Section A-A Copy 1

---

74.501

72.500

68.100

71.712

70.500

71.710

72.500

73.302

72.412

71.500

72.412

76.013

71.20070.612

69.700

76.013

71.412

70.50071.092

69.880

73.500

74.501

72.500

65.600



IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600


III

ACDEFGHIJKLMNO B

Section B-B

A N - X 3 2BY



I

01 Basement66500

II01 Basement66500

II

Section B-B Copy 1

---

76.013

74.50174.501

71.712

70.500

72.412

71.500 71.645

72.500

71.712

70.500

71.710

68.100

65.600



IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600


III

A C D E F G H I J K L M N OBSection B-B

A N - X 3 2BY



I

01 Basement66500

II01 Basement66500

II

Section B-B Copy 1

---76.500

74.501

68.100

71.645

74.501

72.500

71.712

70.500 70.612

69.700

72.412

71.200 71.312

70.400

72.500

65.598

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100

Hovedgaard Skole

Elevations

05/07/14

A N - X 2 2BY

Horsens

A N - X 2 2BY



IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600


III

12345678910111213141516171819202122232425

Section A-A

A N - X 3 2BY 01



I

01 Basement66500

II01 Basement66500

II

Section A-A Copy 1

---

74.501

76.013

72.412

71.20071.712

70.500

71.710

72.412

71.500

72.500

71.212

70.300

76.013

72.412

71.20070.612

69.700

68.100

65.598



IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600


III

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25

Section A-A

A N - X 3 2BY 01



I

01 Basement66500

II01 Basement66500

II

Section A-A Copy 1

---

74.501

72.500

68.100

71.712

70.500

71.710

72.500

73.302

72.412

71.500

72.412

76.013

71.20070.612

69.700

76.013

71.412

70.50071.092

69.880

73.500

74.501

72.500

65.600



IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600


III

ACDEFGHIJKLMNO B

Section B-B

A N - X 3 2BY



I

01 Basement66500

II01 Basement66500

II

Section B-B Copy 1

---

76.013

74.50174.501

71.712

70.500

72.412

71.500 71.645

72.500

71.712

70.500

71.710

68.100

65.600



IV

04 Roof 173500

V04 Roof 173500

V

05 Roof 275500

VI05 Roof 275500

VI

02 Foundation68600


III

A C D E F G H I J K L M N OBSection B-B

A N - X 3 2BY



I

01 Basement66500

II01 Basement66500

II

Section B-B Copy 1

---76.500

74.501

68.100

71.645

74.501

72.500

71.712

70.500 70.612

69.700

72.412

71.200 71.312

70.400

72.500

65.598

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:


1 : 100

Hovedgaard Skole

Elevations

05/07/14

A N - X 2 2BY

Horsens

A N - X 2 2BY

South Elevation

North Elevation

Walls and Floors Connection Details21

06// INSTITUTE OF DIPLOMATIC STUDIES

Company: Henning Larsen ArchitectsPhase: Site SupervisionSituated across the road from the main Ministry of Foreign Affairs building, the IDS will host educational facilities as well as a visa center and the ministrys consular affairs department.

My role as an assistant site architect and later site architect consisted in inspecting the construction carried out by the contractors as well as reviewing shop drawings, choosing materials and participating in the weekly progress meetings with contractors and engineers.

46.000m, Commission, Riyadh (Saudi Arabia), 2014

22

23

Cross Section

Pictures from the building site

PHOTOGRAPHY

24

Andrea Gino // Constructing Architect // [email protected]

Thank you for your attention

Documents

Andrea Gino - Portfolio 2016