andrea gino - portfolio 2016
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ANDREA GINO // CONSTRUCTING ARCHITECT
PORTFOLIO
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- 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
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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 // a.gino@outlook.com LINKEDIN // linkedin.com/in/ginoandrea
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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
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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
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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
COURTYARD COURTYARDCOURTYARD COURTYARD
COURTYARD COURTYARDCOURTYARD COURTYARD
DEPARTMENT A
COURTYARD COURTYARD
COURTYARD COURTYARDCOURTYARD COURTYARD
DEPARTMENT BDEPARTMENT A
INTRODUCING AN OPEN OFFICE LANDSCAPEAREAS WITH ROOM FOR IMPROVEMENT
HENNING LARSEN ARCHITECTSCONCEPT DESIGN. MoFA REFURBISHMENT . MINISTRY OF FOREIGN AFFAIRS . RIYADH . KINGDOM OF SAUDI ARABIA36
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
COURTYARD COURTYARDCOURTYARD COURTYARD
DEPARTMENT BDEPARTMENT A
COURTYARD COURTYARDCOURTYARD COURTYARD
COURTYARD COURTYARDCOURTYARD COURTYARD
DEPARTMENT A
COURTYARD COURTYARD
COURTYARD COURTYARDCOURTYARD COURTYARD
DEPARTMENT BDEPARTMENT A
INTRODUCING AN OPEN OFFICE LANDSCAPEAREAS WITH ROOM FOR IMPROVEMENT
HENNING LARSEN ARCHITECTSCONCEPT DESIGN. MoFA REFURBISHMENT . MINISTRY OF FOREIGN AFFAIRS . RIYADH . KINGDOM OF SAUDI ARABIA36
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.
THE INBETWEEN AREAS - SECTION
EXISTING SECTION
AREAS WITH ROOM FOR IMPROVEMENT
THE IMPORTANCE OF DAYLIGHT
COURTYARD COURTYARD
HENNING LARSEN ARCHITECTSCONCEPT DESIGN. MoFA REFURBISHMENT . MINISTRY OF FOREIGN AFFAIRS . RIYADH . KINGDOM OF SAUDI ARABIA44
PROPOSED SECTIONTHE IMPORTANCE OF DAYLIGHT
COURTYARD COURTYARDCOURTYARD COURTYARD
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
HENNING LARSEN ARCHITECTSCONCEPT DESIGN. MoFA REFURBISHMENT . MINISTRY OF FOREIGN AFFAIRS . RIYADH . KINGDOM OF SAUDI ARABIA106
THE COURTYARDSAREAS WITH ROOM FOR IMPROVEMENT
THE RAWDAH GARDEN
Plan and elevation
HENNING LARSEN ARCHITECTSCONCEPT DESIGN. MoFA REFURBISHMENT . MINISTRY OF FOREIGN AFFAIRS . RIYADH . KINGDOM OF SAUDI ARABIA108
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.
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Ground Floor Plan6
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7Room DrawingRoom Drawing (Meeting Room) 3rd Floor Close Up
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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
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1st Floor Plan9
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Cross Section
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Windows and Roof Details
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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
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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
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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
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4 4
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Plan Stueetage0.2
H. C. Espensen, Julsvej 296, 8600 SilkeborgNy villa, Gjessvej 56, 8600 Silkeborg
2263.2014 1:100
10.10.2014
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Note:OPL= Oplukkelig vindueR= Redningsbning
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OPL.Velux 78x150
Plan 1. sal0.3
H. C. Espensen, Julsvej 296, 8600 SilkeborgNy villa, Gjessvej 56, 8600 Silkeborg
2263.2014 1:100
10.10.2014
134 2
13.793
12.993
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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.
Snit A-A0.4
H. C. Espensen, Julsvej 296, 8600 SilkeborgNy villa, Gjessvej 56, 8600 Silkeborg
2263.2014 1:100
10.10.20141 3 42
12.993
12.575
9.000
10.000
12.575
15.193
13.793
15.59315.193
13.793
12.622
IPE 3602stk. 25x100Kile
Uk. Bjlke
427
Snit B-B0.5
H. C. Espensen, Julsvej 296, 8600 SilkeborgNy villa, Gjessvej 56, 8600 Silkeborg
2263.2014 1:100
10.10.2014
1st Floor Plan Section B-B
Ground Floor Plan Section A-A
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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
f
f
g
g
h
h
i
i
j
j
k
k
l
l
3.68 mWC
2400 2400 2400 2400 2400 2400 2400 16800 2400 2400 2400 2400 2400 2400 2400 2400 4800 2400 2400 2400 2400 2400 2400
72000
2825
2400
2400
2400
2400
2400
2400
2400
2400
2400
2400
26825
4995
2250
3850
2320
2984.41
3639 912 1487 915 3242 2200 3104 1212 3144 1089 1212 1337 915 2536 1212 138 912 1487 915 3142 2220 924 912 1487 915 1336 1212 3737 913 1338 1212 4788 1212 2289
556850
512
9497
1072
2896
m
m
15554
7462
1212
1438
912
4088
912
3938
1212
5651
1794 1212 1809 4305 912 1338 1212 3012 2350 1250 2325 4105 0 720 1275 420
7200
345
2550
3144
912
2538
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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
-
02 Groundfloor, terrain69500
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 5
Hovedgaard Skole
Suspended Floor to Gym. Floor
Andrea Maria Gino
06/10/14
013
Horsens
013
03 Groundfloor, terrain69500
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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
03 Groundfloor, terrain69500
IV03 Groundfloor, terrain69500
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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
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
12345678910111213141516171819202122232425
Section A-A
A N - X 3 2BY 01
00 Basement Foundation66100
I00 Basement Foundation66100
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
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
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
00 Basement Foundation66100
I00 Basement Foundation66100
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
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
ACDEFGHIJKLMNO B
Section B-B
A N - X 3 2BY
00 Basement Foundation66100
I00 Basement Foundation66100
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
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 K L M N OBSection B-B
A N - X 3 2BY
00 Basement Foundation66100
I00 Basement Foundation66100
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
Hovedgaard Skole
Elevations
05/07/14
A N - X 2 2BY
Horsens
A N - X 2 2BY
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
12345678910111213141516171819202122232425
Section A-A
A N - X 3 2BY 01
00 Basement Foundation66100
I00 Basement Foundation66100
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
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
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
00 Basement Foundation66100
I00 Basement Foundation66100
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
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
ACDEFGHIJKLMNO B
Section B-B
A N - X 3 2BY
00 Basement Foundation66100
I00 Basement Foundation66100
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
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 K L M N OBSection B-B
A N - X 3 2BY
00 Basement Foundation66100
I00 Basement Foundation66100
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:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
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
-
25
-
Andrea Gino // Constructing Architect // a.gino@outlook.com
Thank you for your attention
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