Portfolio_Marco Ripa di Meana by Marco Ripa di Meana

Marco Ripa di Meana Architecture Portfolio

MARCO RIPA DI MEANA Salvador, Brazil, 24.12.1987

Architetto Architekt

CONTACT Mobile number: de +49-157-39783876

E-mail: marcaoripa@hotmail.it Address: Wartburgstrasse 4, 10823 Berlin Nationality: Italian, Brazilian

SELECTED WORKS

.1 DAY-CARE CENTER p.4 Ditzingen, BW, Germany Trumpf Day-Care Center Built 2017

.2 DEVELOPMENT CENTER p.12 Ditzingen, BW, Deutschland Trumpf Production Hall/Offices Under construction 2019-2020,

.3 PLUM PAVILLION

p.16 PÃ²znan, Poland Mood for Wood Workshop Built 2020

.4 RESIDENTIAL BUILDINGS p.20 Schmiden, BW, Deutschland Competition 1st PRIZE 2016

.5 ADMINISTRATIVE DISTRICT OFFICE p.22 Biberach , BW, Deutschland Competition 2nd PRIZE 2016

.6 INCREMENTAL FAVELA p.24 Rio de Janeiro, RJ, Brazil Requalification of a favela Master thesis 2013

.7 ALPEGGIO

p.28 Canzo, Lombardia, Italy new rural reality Competition 2012

.1 DAY-CARE CENTER July 2017 - April 2019 Location: Ditzingen, Baden-Württemberg, Germany Typology: Education Status: Built Pictures: Fabian Ziltz, Stefan Josef Müller

The machine-tool manufacturer, Trumpf, has completed its the first company daycare center in the north-west edge of its Campus in Ditzingen. The one-story building was built using mass-timber elements prefabricated in a South Tyrolean factory and then assembled on site. The building is set back within the industrial context and, thanks to its low height, blends almost seamlessly into the topog-

raphy. The building is also linked to the architecture of neighboring farms, by way of its flat pitched saddle roof—an open and visible rafter roof construction. Regarding the effects of the weather, the green roof has an overhang on all four sides of the building, and which varies in depth to protect the rooms and terraces from direct sunlight or rain. Generous skylights are also arranged at the side of the ridge

West and North Façades

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

line for natural lighting, ventilation, and smoke extraction. The building structure is made from prefabricated, unglued solid wood elements. The base layer consists of two 6 cm thick layers of solid structural timber (fir) and is joined by dovetail connectors. The outer cladding consists of a 2.7 cm thick top layer of white fir, which is used everywhere in the visible area—insulated in between panels with wood fiber. The wood

comes from PEFC certified forests and the fabrication is glue-free in nature. The purlin roof is screwed on as well. In this way, the building could potentially be recycled and reused without any problems. Furthermore, Pellet heating ensures an environmentally friendly heat production. The interior is divided by eight cubes dedicated to group and employee rooms, a cloakroom, and a kitchen. A meandering corri-

dor connects all volumes and widens at three points within the building’s perimeter, creating smaller gathering “squares”. These three intermediate spaces are available for communal use and have a direct connection to the outside space through their extensive glazing. The Trumpf Day-Care Center is also completely handicap accessible and a has high energy standard.

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

Groundfloor

Cross Section

Longitudinal Section

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

West and South Faรงades

Main Square Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

Model

Alle Masse sind am Bau ve Fuer Massfehler haftet alle beachten. Firmenzeichnun Bedenken hinsichtlich der Alle Hoehen, insbesondere bezogen auf Oberkante Fe Montagewand / Gipskarton zu abgeh. Decken sind den entnehmen. Legende GOK

Fussboden

Wand

Decke

Oberkante

Unterkante

OKFF OKRF UKFD

Oberkante Rohf

Unterkante Ferti

Unterkante Roh

Oberzug

Unterzug

BRH

Bruestungshoeh

Stg

Steigungen

Deckenschlitz

Deckendurchbru Wandschlitz

WD BD

Wanddurchbruc

Bodendurchbruc

Bodennische

Kernbohrung

BZBD

Stützennahe Bo

BZD

Stützennahe Bo

F30

feuerhemmend

F90

feuerbestaendig

Brandwand

Fluchtweg

T30 T90 RS

Tuer feuerhemm

Tuer feuerbesta Tuer rauchdicht

Tuer dicht und s

Tuer dicht und v

iBo

in Betrieb offene Feuerlöscher

Wandhydrant

RWA NA

Rauch-WaermeNotausgang

Sichtbeton, Glat

SBO

West Façade

Oberkante Fertig

UKRD

East Façade

Gelaendeoberka

Sichtbeton scha

SB-FT

Sichtbeton-Ferti

scharfkantig

Fußbodenablauf

Heizkoerper

Regenrohr

Dacheinlauf

Aenderungen/ Verteiler Index

Datum

Standort Gebäude

GebäudeProjektteil jahr

THI_ H1 - -201 0

PLANBEZEICHNUNG

08_Ansicht PROJEKT- NAME

Neubau K

South Façade

GEZEICHNET / ERST

BL 14.11.2017 FORMAT

59,4 x 105 cm BAUHERR

PLANERSTELLER ARCHITEKT

PLANGRUNDLAGE

North Façade

FREIGABE ARCHITE

FREIGABE BAUHERR

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

Main Square

Corridor Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

A 9,17 6,03

Dachaufbau U-Wert = 0,16 W/m²K Stehfalz, VMZINC Azengar Metalltrennlage OSB oder Bretterschalung 19mm Konterlattung 60/80mm Hinterlüftung Diffusionsoffene Dachunterspannbahn Wärmedämmung aus Holzfaserdämmplatten λD (W/mK) 0,038 (z.B.: Gutex Thermosafe homogen) 2 mm Dampfsperre 30 mm Bretterschalung (im Vordachbereich Weißtanne, Sicht) 33mm Akkustikelement, Lignotrend Typ 3S - 33, 625-19-6, A70G, Weißtanne lebhaft + UK 30mm, Schallabsorptionsgrad von 0,75-0,8. (OPTIONAL Sonderausführung Lochung) 280 mm Sparren KVH Weißtanne 100/280 30 mm 2 mm 19 mm 80 mm 2 mm 240 mm

G 80x

HRUN

RCHFÜ

ELT DU

6cm

G 80x

HRUN

RCHFÜ

ELT DU

+4,12

15 10 3

18 64

+3,67

52 26

+2,94

AGM

FLUR

4 34

+2,50

DN 100 /125

Bodenaufbau U-Wert = 0,23 W/m²K 5mm 70 mm 5 mm 30 mm 140 mm 5 mm 220 mm

Mineralisches Spachtelung , Beton, (z.B. Ardex Pandomo, nach Bemusterung) Heizestrich 2-lagige PE-Folie EPS Tackerplatter EPS 035 Wärmedämmung Abdichtung Bodenplatte

±0,00

-0,24

-0,71

2,00

Section

B 9,17

3,87

4,70

Dachaufbau U-Wert = 0,16 W/m²K

ELT D

Stehfalz, VMZINC Azengar OSB oder Bretterschalung 19mm Konterlattung 60/60mm Hinterlüftung Diffusionsoffene Dachunterspannbahn Wärmedämmung aus Holzfaserdämmplatten λD (W/mK) 0,038 (z.B.: Gutex Thermosafe homogen) 2 mm Dampfsperre 30 mm Bretterschalung (im Vordachbereich Weißtanne, Sicht) 33mm Akkustikelement, Lignotrend Typ 3S - 33, 625-19-6, A70G, Weißtanne lebhaft + UK 30mm, Schallabsorptionsgrad von 0,75-0,8. (OPTIONAL Sonderausführung Lochung) 280 mm Sparren KVH Weißtanne 100/280 30 mm 19 mm 60 mm 2 mm 200 mm

Sitzbank Betonelement (3.6 x 0,5 x 0,35 m)

1,60

GARDEROBE

ABHÄNGINGKEIT HÖHEN DECKLAGE !

WINDFANG / KINDERWÄGEN

2,00 SAUBERLAUFMATTE

Gründung nach Ang. Statik

Section

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

FLU

Alle Hoehen, insbesondere Oeffnungshoehen v bezogen auf Oberkante Fertigfussboden! Brues Montagewand / Gipskarton. Für lichte Raumabm zu abgeh. Decken sind den abgeh. Decken zug entnehmen. Legende

C 9,17

GOK

Gelaendeoberkante

Fussboden

Wand

Decke

Oberkante

Unterkante

OKFF

Oberkante Fertigfussboden

OKRF

Oberkante Rohfussboden

UKFD

Unterkante Fertigdecke

UKRD

6,17

5,53

+5,53

Unterzug

BRH

Bruestungshoehe

Stg

Steigungen

Deckenschlitz

Deckendurchbruch

Wandschlitz

Wanddurchbruch

+5,03

Bodendurchbruch

Bodennische

Kernbohrung

BZBD

x6cm

+4,05 Entwässerung +3,67

feuerhemmend

F90

feuerbestaendig

Brandwand

Fluchtweg

T30

Tuer feuerhemmend u. selbstschlies

T90

Tuer feuerbestaendig und selbstschl

Tuer rauchdicht und selbstschliessen

Tuer dicht und selbstschliessend

Tuer dicht und vollwandig

iBo

in Betrieb offene Tuer

Feuerlöscher

Wandhydrant

RWA

Rauch-Waerme-Abzug

Notausgang Sichtbeton, Glattschalung

SBO

Sichtbeton scharfkantig, ohne Anfor

SB-FT

Sichtbeton-Fertigteil scharfkantig

Fußbodenablauf

Heizkoerper

Regenrohr

Dacheinlauf

Aenderungen/ Verteiler Index

ZUSATZRAUM

+2,50

Stützennahe Bohrzone in Decke

F30

+2,94

FLUR

Stützennahe Bohrzone im Boden

BZD

- Rinne gekantet ca. 500x150 mm (nach Ang. /Ber. AN) - Abläufe mittels Attikaeinläufe, z.b Loro - Rainstar, alternativ Flaschnerlösung.

Unterkante Rohdecke Oberzug

Datum

Gez:

+2,50

Mineralisches Spachtelung , Beton, (z.B. Ardex Pandomo, nach Bemusterung) 70 mm Heizestrich 5 mm 2-lagige PE-Folie 30 mm EPS Tackerplatter 140 mm EPS 035 Wärmedämmung 5 mm Abdichtung 220 mm Bodenplatte

Ebene Gebäude

09_Detailschnitt C-C

- Holzfenster/Pfosten-Riegel Weißtanne, 3-fach Verglasung, Uw= 1,0 W/m2k, scharfkantig, fein geschliffen, klar/seidenmatt lackiert - Senkrechtmarkise elektr. Blendschutz (z.B. Roma_E2202-QK zipSCREEN.2) Basis QUADRO, Textilscreen nach Angabe Architekt, nach Angabe ELT

16 16

±0,00

GebäudeProjektteil jahr

PLANBEZEICHNUNG

Fenster

5mm

THI_ H1 - -2015 0 - -999 3.6_ Standort Gebäude

Bodenaufbau U-Wert = 0,23 W/m²K

ABHÄNGINGKEIT HÖHEN DECKLAGE !

1,92

Wandaufbau U-Wert = 0,19 W/m²K (26)mm Bekleidung Weißtanne, Sägerauh h: 160mm horizontal, Nut-Feder, (nach Bemusterung) 40mm Unterkonstruktion Lattung Fichte 40mm, 40mm Holzweichfaser mit Nut und Feder 120mm Holzweichfaser WLG 0,35 + incl. UK 170mm Massivholzwand (leimfrei, z.B. Holz 100 oder Nur-Holz) OPTIONAL AW Massiv ca. 30,5cm + 40mm Holzweichfaser / Lattung / Bekleidung hor. Deckschalung Innen 160mm, sortiert, Weißtanne (nach Bemusterung)

PROJEKT- NAME

Neubau Kinderta GEZEICHNET / ERSTELLT

MRdM 07.03.2018

Terrassenbelag - Beton Fertigteil 82,5 x 270cm / Ortbeton

-0,02

FORMAT

84,1 x 147 cm BAUHERR

Gründung nach Ang. Statik

-0,96 PLANERSTELLER ARCHITEKT

Alle Masse sind am Bau verantwortlich zu prue Fuer Massfehler haftet allein der Auftragnehme PLANGRUNDLAGE beachten. Firmenzeichnungen gelten nur mit de Bedenken hinsichtlich der Konstruktion, Fertigu Alle Hoehen, insbesondere Oeffnungshoehen v bezogen auf Oberkante Fertigfussboden! Brues Montagewand / Gipskarton. Für lichte Raumabm zu abgeh. Decken sind den abgeh. Decken zug entnehmen.

-1,80

Fussboden Wand

Decke

Oberkante

Unterkante

OKFF

Oberkante Fertigfussboden

OKRF

Oberkante Rohfussboden

UKFD

- Dachfenster: z.B. SCHÜCO System AWS 57 RO, Profiltiefe nach Angaben Fassadenstatik, Oberfläche nach Ang. Arch., Für nachträgliche Montage Sonnenschutz vorsehen - Uw = 1,4 W/m2K, Isolierverglasung , Float als VSG innenseitig, außen Float als Sonnenschutzverglasung,, selbstreinigendes Glas, Glastärke/Rahmenstärke n. Statik Glasbauer

UKRD

Unterzug Bruestungshoehe

Stg

Steigungen

Deckenschlitz

Deckendurchbruch Wandschlitz

Wanddurchbruch

6,47

Unterkante Rohdecke

UZ BRH

9,17

Unterkante Fertigdecke Oberzug

- OPTION: Aussenliegneder Sonnenschutz, z.B. Warma Typ W6, Profilfarbe & Textil nach Ang. Arch.

2,50

Gelaendeoberkante

Oberlicht U-Wert = 1,40 W/m²K

GOK W

Legende

Bodendurchbruch

Bodennische

Kernbohrung

BZBD

Stützennahe Bohrzone im Boden

FREIGABE ARCHITEKT BZD Stützennahe Bohrzone in Decke

1,20

feuerbestaendig Brandwand

Fluchtweg

UNG 80x

6cm

ELT DU

RCHFÜ

HRUN

1,15

G 80x

6cm

T30

Tuer feuerhemmend u. selbstschlies

T90

Tuer feuerbestaendig und selbstschl

Tuer rauchdicht und selbstschliessen

Tuer dicht und selbstschliessend

Tuer dicht und vollwandig

iBo

in Betrieb offene Tuer

Feuerlöscher

Wandhydrant

RWA

Rauch-Waerme-Abzug

Notausgang

Sichtbeton, Glattschalung

SBO

Sichtbeton scharfkantig, ohne Anfor

SB-FT

Sichtbeton-Fertigteil

Befestigung Lichtkanal mittels Stahlwinkel verdeckt

18 4 6

scharfkantig

Fußbodenablauf

Heizkoerper

Regenrohr

Entwässerung

Dacheinlauf

- Rinne gekantet ca. 500x150 mm (nach Ang. /Ber. AN) - Abläufe mittels Attikaeinläufe, z.b Loro - Rainstar, alternativ Flaschnerlösung.

Aenderungen/ Verteiler Index

Datum

Gez:

52 26

±0,00

Versprung Estrichstärke

PLANBEZEICHNUNG

010_Detailschnitt DPROJEKT- NAME

Fenster

Neubau Kinderta

- Holzfenster/Pfosten-Riegel Weißtanne, 3-fach Verglasung, Uw= 1,0 W/m2k, scharfkantig, fein geschliffen, klar/seidenmatt lackiert - Senkrechtmarkise elektr. Sonnenschutz (z.B. E2202-QK zipSCREEN.2) Basis QUADRO, Textilscreen nach Angabe Architekt - Fensterbank 40x250mm, Weißtanne

GEZEICHNET / ERSTELLT

FZ 09.03.2018 FORMAT

84,1 x 147 cm

+0,32

BAUHERR

Terrassenbelag

±0,00

Ebene Gebäude

THI_ H1 - -2015 0 - -999 3.6_ Standort Gebäude

ABHÄNGINGKEIT HÖHEN DECKLAGE !

20 mm Massivholzdielen Weißtanne, Nut-Feder, geklebt, 200 mm, Langdielen 4-5m 70 mm Heizestrich 5 mm 2-lagige PE-Folie 30 mm EPS Tackerplatter 120 mm EPS 035 Wärmedämmung 5 mm Abdichtung 220 mm Bodenplatte

(26)mm Bekleidung Weißtanne, Sägerauh h: 160mm horizontal, Nut-Feder, (nach Bemusterung) 40mm Unterkonstruktion Lattung Fichte 40mm, 40mm Holzweichfaser mit Nut und Feder 120mm Holzweichfaser WLG 0,35 + incl. UK 170mm Massivholzwand (leimfrei, z.B. Holz 100 oder Nur-Holz) OPTIONAL AW Massiv ca. 30,5cm + 40mm Holzweichfaser / Lattung / Bekleidung hor. Deckschalung Innen 160mm, sortiert, Weißtanne (nach Bemusterung)

Bodenaufbau U-Wert = 0,23 W/m²K

Wandaufbau U-Wert = 0,19 W/m²K

DN 100 /125

1,60

+2,24

GebäudeProjektteil jahr

AGM

+2,83

- Pflaster nach Absprache Architekt -0,02 - OPTION: Beton Fertigteil 82,5 x 270cm / Ortbeton

PLANERSTELLER ARCHITEKT

-0,71 Gründung nach Ang. Statik

Anschluss Sammelleitung

-0,96

PLANGRUNDLAGE

nach Ang. Breinlinger Ing.

-1,80

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

11 FREIGABE ARCHITEKT

HFÜHR

feuerhemmend

FREIGABE BAUHERR

15 3 10

DURC

F30 F90

.2 DEVELOPMENT CENTER

The high-tech company Trumpf located in Ditzingen/ Stuttgart, Germany has expanded their existing laser factory to include a new development center for their machine tools. Responding to the existing master plan new application and development areas align with the

2019-2020 Location: Ditzingen, BW, Germany Typology: Production Status: Under construction

central circulation axis and continue the geometry and language of the existing production halls. Three production halls with office spaces compose the new Development center. The basic typology of the production halls, a simple exposed concrete

Masterplan B

F D-D

6,00

7,20

14,40

OK HP Halle +26,12

14,40

OK HP +26,12 5 ° Gefälle (8,749%

OK Traufe +25,01

14,40

OK HP +26,12

)

OK Attika Halle +25,23

14,40

5 ° Gefälle (8,749%

OK HP +26,12 5 ° Gefälle (8,749%

)

5 ° Gefälle (8,749%

)

5 ° Gefälle (8,749%

)

OK Rückkühler +25,25 Oberlicht

OK TP +23,60

5,00

4,45

OK TP Halle +23,60

Oberlicht

2,28

Rückkühler Galerie E4

1,00

OK Kranbahn +20,45

OK Rückkühler Ebene +20,25

OK FF E4 +19,50 2,40

Galerie E3,5 10,835

30 35

Produktionshalle 4.5

OK FF +

5,35

5,00

7,95

1,00

Versand 4.5 Drehfalttor

OK FF E3,5 +16,00

OK FF +

UK RD +19,55

OK Versand Dach +17,85

9,959

1,80

Kranbahn 32t

OK FF = OK RF +12,50

OK FF =

OK FF = OK RF +12,50

OK FF E3 +12,50

OK Straße +11,81

2,60 90

OK FF E2 +7,50

1,00

OK FF = OK RF +8,40 40

RLT - Zentrale 4.5

4,50

3,60

Medienkanal

F90

UK RD +12,00

OK FF +7,50

1,919

UK RD +8,00

Einbringöffnung 4.5 West 2,08 1

4,00

OK (+5,29) Bemessungswasserstand 330,0m ü. NN

OK FF E1 +3,50

OK FF =

+324,71 = ±0,00

OK FF E0 -2,50

6,00

7,20

OK HP Halle +26,12

)

5 ° Gefälle (8,749%

OK Attika Halle +25,23

F D-D

Cross Section

OK Traufe +25,01

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876 14,40

OK HP +26,12

RWA

14,40

OK HP +26,12

5 ° Gefälle (8,749%

)

5 ° Gefälle (8,749%

RWA

14,40

5 ° Gefälle (8,749%

)

5 ° Gefälle (8,749%

RWA

OK HP +26,12

RWA

communicative interaction. The office spaces are conceived of as open loft-like spaces similar in construction to the production halls with the exception of a steel construction and improved finishes. The office spaces are directly connected to the production area by

construction, is repeated continuing the up and down woven forms of the roofs which generate clerestory skylighting for the production spaces below. In the new expansion this dynamic roof form now houses two functions under one roof, production and office space, for closer

metall galleries, with fine finishes and industrial character. A split-level organizational strategy between the office/ lofts enhances the visual and communication capabilities between teams.

Front Perspective H

14,40

Alle Masse sind am Fuer Massfehler h beachten. Firmenz Bedenken hinsicht Alle Hoehen, insbe bezogen auf Oberk Montagewand / Gi zu abgeh. Decken entnehmen.

Legende

A-A

C-C

B-B

7,20

14,40

GOK

14,40

OK Attika +26,12

OK Traufe +26,12

OK HP Halle +26,12

RWA

5 ° Gefälle (8,749%

)

OK Attika +25,23

5 ° Gefälle (8,749%

)

RWA

OK TP +23,60

1,42

2,89 3

Oberlicht 5 ° Gefälle (8,749%

OK Attika Halle +25,23

)

5 ° Gefälle (8,749%

)

OK TP Halle +23,60

Büro/ Besprechung

4,50

Sektionaltor

7,00

3,35 7

Tor 2 Versand Drehfalttor

OK FF +14,167

OK FF E3,5 +16,00m Grundstücksgrenze

Tor 1

Lamellen in der Fassade

3,19

Sektionaltor

18 42

OK RD +19,00

5,00

Sektionaltor

4,50

OK FF E4 +19,50

Frischluftschacht in E0

1,00

OK FF +19,50

1,10

4,50

4,00

4,40

OK FF +0,75

5,50

3,25 6,00

OK FF = OK RF -2,50

OK FF E0 -2,50

1,40

OK FF = OK RF -2,50

1,40

Abstellraum

2,95

5,50

+324,71 = ±0,00 m N.N. UK RD +0,45

4,15

5,50

F90

OK FF E1 +3,50

UK RD +3,00 Schacht Abluft 2,75

F90

RLT - Zentrale 4.4

2,25

F90

RLT - Zentrale 4.4

50 3,25

2,75

1,00

OK FF = OK RF +3,50

1,40

F90

OK FF +1,50

OK FF -0,50

1,40

OK FF E2 +7,50

3,70

5,00

31 2

4,70

F90

1,60 25

2,75

2,34

Medientasche

Aufzugsunterfahrt

OK FF = OK RF +0,75

UK RD -3,90

7,20

)

OK Attika +25,23

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

14,40

OK Attika +26,12 5 ° Gefälle (8,749%

J A-A

C-C

14,40

B-B

Unterka

Oberzug

Unterzu

BRH

Bruestu

Stg

Steigung

Decken

Deckend

Wandsc

Wanddu

Bodend

Bodenn

F30

14,40

RWA

14,40

RWA )

5 ° Gefälle (8,749%

)

5 ° Gefälle (8,749%

14,40

OK HP +26,12

RWA

RWA 5 ° Gefälle (8,749%

)

5 ° Gefälle (8,749%

feuerhe

feuerbe

Tuer feu

Tuer rau

Tuer dic

iBo

in Betrie

Feuerlös

Wandhy

RWA

Rauch-W

Notausg

Sichtbet

SBO

Sichtbet

SB-FT

Sichtbet

scharfka

Fußbod

Heizkoe

Regenro

Dachein

Fliesen

Fertigte

Hochpu

RLT

Raumlu

Umscha

ELT

Elektrot

Nieders

Mittelsp

ZBA

Zentralb

ZuKo

Zugang

Aenderungen/ Ve

OK (+5,29) Bemessungswasserstand 330,0m ü. NN

OK Traffoebene +4,50

2,355

3,50

4,00

F90

OK FF E3 +12,50

Niederspannungsraum

OK FF +3,50

Medienkanal

Unterka

UKRD

Index

OK Rost +7,50

UK RD +8,20

Flur

OK FF +6,167

F90

Lager

3,50

3,59

OK FF +3,50

= RD +3,50

Oberkan

UKFD

Legende:

4,355 50

F90

Lichtschacht Nord

OK FF = OK RF +8,50 F90 BW

OK FF +5,50 4,00

3,69

31 2 BW

3,55

4,00

Schacht

Lager OK FF +7,50

7,80

Spange E1

Oberkan

OKRF

ca. OK Gelände +10,31 3,00

31 BW

UK RD +12,00 Pausenraum

5,00

4,59

5,00

OK FF +9,167

OK FF +7,50

OK FF +10,833

Spange E2

9,00

F90 F90

OK FF +10,833

3,023

41 BW

F90

OK FF = OK RF +12,50

3,19

Sektionaltor

OK FF +12,50

OK FF +12,50 50

= OK RF +12,50

Unterka

OKFF

T90

18 42

OK FF +14,167

Teeküche

UK RD +18,82

Tor 3 7,00

Tor 4

5,00

Spange E3

5,00

Büroeinbauten 4.5

Archiv

F90

Schacht

50 18 1,32

F90 6,59

Tor 5

6,50

7,00

Warenanlieferung Tor 6

OK FF +16,00

TH 3

OK FF +17,833

+16,00 7,00

UV Raum

2,79

3,19

3,36 7

OK FF +19,50

OK FF +17,833

Büroeinbauten 4.5

DTV

5,09 4

Herren WC

Damen WC Damen WC

4,26

Flur

Herren WC

1,00

OK FF +19,50

TH 1

+19,50

1,00

Spange E4

Decke

Oberkan

T30

4,50

F90

Büroeinbauten 4.5

Fussbod Wand

D OK

F90

Personenaufzugsschacht

Gelaend

F W

OK Traufe Halle +26,12

OK HP Halle +26,12 OK Attika Halle +25,23

Datu

955

2,80

IPE500

Typ 3.1

9 565

1,42

1,515

IPE500

Typ 3.1

955

Typ 5.0

1,425 88

1,425

IPE500

1,425

88 44

F 90 SB 2

1,19

13 595

1,19

595 13

1,19

1,31

1,19

13 595

1,31

1,19

595 13

595

Typ 1.0

1,19

655

Typ 1.0

655

Typ 1.0

655

595

1,19

655

Typ 1. 25

1,19

16 Typ 1.0

Typ 1.0

17 2,545 Typ 1.0

Typ 1.0

2,00 Typ 1.0

3,775 1,98

3 2

VK RB E4

SB 2

2, Typ 1

Typ 1.0

VK Ni

1,54

RM SP

3 2

1,375

FS FS

VK GK Koffer

Typ 1.0

485

2,725 Typ 1.0

Typ 1.0

2,725 Typ 1.0

1,375

Typ 1.0

2,545 Typ 1.0

1,375

1,98

2,87

Typ 1.0

1,375

89 485

2,725 Typ 1.0

Typ 5.1 Lichtrohr

1,53 12 1,375

Typ 5.1 Lichtrohr

Typ 1.0

Typ 5.1 Lichtrohr

Typ 1.0

Typ 5.1 Lichtrohr

4,00

Typ 1.0

4,00

Typ 1.0

4,00

Typ 1.0

Oberlicht 2,0 x 2,0m

Typ 5.1 Lichtrohr

485

12 1,375

485

1,19

485 16

2,425 1,585

Typ 5.1 Lichtrohr

OK Stütze = 22,19m 25

Typ 1.0

595

Typ 5.1 Lichtrohr

F 90

SB 2

1,31

355

655

Oberlicht 2,0 x 2,0m

Typ 1.0

1,94

SB 2

12 655

2,40 Typ 1.0

1,19

1,325

485 12

Typ 1.0

595

655

Typ 1.0 12

485

Typ 1.0

Typ 1.0 12

655

1,325

485 12

355

1,31

2,00

Typ 1.0

Typ 1.0 93

2,045

2,00

1,31

1,375

79 1,375

1,375

SB 2

VK Schacht

175

SB 2

VK Galerie E4

VK RB E4

SB 2 2

SB 2

SB 3 175

Lichtleiste Hadler SL 20.3 LED

1,20

1,025

1,20

1,025

Lichtleiste Hadler SL 20.3 LED

B-B

1,20

Lichtleiste Hadler SL 20.3 LED

SB Brettchenschalung

Lichtleiste Hadler SL 20.3 LED

1,20

1,025

175

22A

1,20

1,025

1,20

Lichtleiste Hadler SL 20.3 LED

2,40

1,20

Lichtleiste Hadler SL 20.3 LED

1,80

1,20

HEA240

SB Brettchenschalung

23A

Perspective Office

HEA240 (gekürzt 60mm)

1,025

HEB360

175

24A

SB 3

175

12,00

3,60

Lichtleiste Hadler SL 20.3 LED

C-C

Lichtleiste Hadler

SB 3

1,06

1,18

Typ 1.0 2

1,06

Typ 1.0

53 13

1,06

1,02

RF-Versprung +18,95 m

1,06

1,18

VK GK Koffer 1,19 13

1,06

1,18

1,06

13 53

1,18

1,06

SB13 2

Typ 1.0

1,06

Typ 1.0 59

53 13

Typ 1.0

Typ 1.0 13

1,06

Typ 1.0

Typ 1.0 2

53 13

Typ 1.0

Oberlicht 2,0 x 2,0m

Typ 5.1 Lichtrohr

Typ 1.0

Typ 1.0 12

Typ 1.0

Typ 5.1 Lichtrohr Typ 5.1 Lichtrohr

Typ 1.0

Typ 5.1 Lichtrohr

Typ 1.0 Typ 5.1 Lichtrohr

SP Typ 5.1 Lichtrohr

50 355 485

Typ 1.0

Gefälle 2%

2,46

Typ 1.0

2,28 Typ 1.0

Typ 1.0

2,46 Typ 1.0

Typ 1.0

2,46 Typ 1.0

Typ 1.0

2,28 Typ 1.0

53 Typ 1.0

1,37

1,98

3-3

2,46 Typ 1.0

1,375

12 5

12 1,375

4-4

1,325

Typ 1.0 12

2,28 Typ 1.0

1,375

Typ 1.0

SP Typ 5.1 Lichtrohr

1,94

2,425

3,995

Typ 1.0

Oberlicht 2,0 x 2,0m

Typ 5.1 Lichtrohr

1,375

395

1,94

2,425

VK Spangendach

Stütze U200

OK Stütze = 23,23m

Gefälle 2%

2 3 1,06

Typ 1.0

53 SP

13 1,375

2,00

1,37 49 12

485 12

1,18

1,375

Typ 1.0 53

RF-Versprung +19,34 m

1,375

2 3

FW FW 2 SB 2 1,06

RF-Versprung +19,44 m

705

SB 2

VK RB E4

Stütze HEB200

VK Galerie E4

RWA Dunkelklappe 2,0 x 2,0m

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876 SB 2

OK Stütze = 22,08m

SB 2

Gefälle 2%

3-3

Ceiling Plan 4-4

Galerie E4

F 90

1,20

OKR Wand = 25,05m

SB 2

Schalbild Wand 2,40

Stütze L150X12

SB 3

1,10

155

7,20 1,15

175

1,23

1,025

HEB360

htleiste Hadler SL 20.3 LED

1,20

2,325SB Brettchenschalung

1,20

SB Brettchenschalung

1,20

1,025

Di 4.3 Neubau von

drei Produktio

BAUHERR

Sprinklerkopf

TRUMPF Immobilie Johann-Maus-Straß 71254 Ditzingen

Trapezblech nach stat. Erf. Proﬁl Arcelor 135/310 1,13 AK

Tel . 07156.303-0 Fax 07156.303-309

Stahlblech als Unterkonstruktion AHD, Statik nach Anforderung

ARCHITEKT

10 Oberlicht 2,00 x 2,00 m

Barkow Leibin UK Trapezblech Sprinklerkopf

Schillerstraße 10625 Berlin

Abhängung n. stat. Erf. Systemschiene

Stahlblech als Unterkonstruktion AHD, Statik nach Anforderung

HK-Paneel IPE 240

Tel . 030.31571 Fax 030.31571

Trapezblech nach stat. Erf. Proﬁl Arcelor 135/310 1,13 AK

Montagewinkel

10 Oberlicht 2,00 x 2,00 m

Elektrokabel

UK Trapezblech

Elektrokabel

Abhängung n. stat. Erf. UK Träger IPE 240

Gefälle 5° (8,749%)

Alle Masse sind am Bau Massunstimmigkeiten s zu klaeren. Fuer Massfehler haftet Bauausfuehrung sind d und der Sonderfachleut Firmenzeichnungen gel Genehmigungsvermerk Koordinierungspflicht de unberuehrt. Bedenken h Fertigungstechnik und B und der Bauleitung rech Alle Hoehen, insbesond und Bruestungshoehen anders angegeben, Roh Fertigfussboden! Brues OKF Fussboden zu OK Alle Angaben zu abgeh Decken zugehörigen De Fassaden sind den Fas entnehmen.

Systemschiene Montagewinkel HK-Paneel

Hadler SLIPE 20.3 240LED, Leistung Gewerk ELT Hadler SL 20.3 LED, Leistung Gewerk ELT

39534_01: AHD HK-Decke 1:5 Schnitt A-A

Elektrokabel Elektrokabel

39534 Oberlicht Büroeinbauten E4

Ceiling Detail

Heiz-Kühl-Decke: Systembeschreibung UK Träger IPE 240 nach Angaben TGA, Leistung HLS

K Trapezblech Dach

UK Trapezblech Dach

39534_01: AHD HK-Decke 1:5 Schnitt A-A

Elektrokabel UK Trapezblech Dach

UK IPE 240

INDEX

DATUM

z.B. Thermolution Typ MCS.a o. glw. Hadler SL 20.3 LED, Leistung Gewerk HK-Decke, revisionierbar, Segelwanne ausELT Aluminiumblech 1.0 mm, Oberfläche pulverbeschichtet ähnlich RAL 9006 weißaluminium, perforiert ø 7mm, gerade Reihen, 16% freier Querschnitt, lochfreier Rand ca. 15mm, Akustikvlies schwarz, Aufkantung 90% max. 22mm hoch mit Umkantung ca. 15mm, Ecken kraftschlüssig verbunden im nicht sichtbaren Bereich, Kühlregister aus Kupferrohrmäander Oberlicht Büroeinbauten E4 DN10 in 110mm breite Wärmeprofile39534 aus Aluminium eingedrückt und in die Bodenwanne eingeklebt Heiz-Kühl-Decke: Systembeschreibung Fugen: Elementfugen als Haarfuge,nach Wandanschluss mit Leistung HLS Angaben TGA, zurückgesetztem Wandwinkel z.B. Thermolution Typ MCS.a o. glw. Plattenraster s. Deckenspiegel HK-Decke, revisionierbar, Segelwanne aus Alumin UK Trapezblech Dach Abhanghöhe: mm, Oberfläche pulverbeschichtet ähnlich RAL 90 E4 = 240mm perforiert ø 7mm, gerade Reihen, 16% freier Quers PLANBEZEICHNU Rand ca. 15mm, Akustikvlies schwarz, Aufkantung Beleuchtung: Position Lichtrohr siehe Deckenspiegel hoch mit Umkantung ca. 15mm, Ecken kraftschlüs AHD Heiz-K nicht sichtbaren Bereich, Kühlregister aus Kupferro DN10 in 110mm breite WärmeprofileOberlicht aus Aluminium B und in die Bodenwanne eingeklebt

Hadler SL 20.3 LED, Leistung Gewerk ELT

Gefälle 5° (8,749%)

UK HK-Decke Hadler SL 20.3 LED, Leistung Gewerk ELT

DATUM

Fugen: Elementfugen als Haarfuge, Wandanschlu zurückgesetztem Wandwinkel 24.04.2020 Plattenraster s. Deckenspiegel

Elektrokabel

FORMAT

Abhanghöhe: E4 = 240mm UK IPE 240 2

DIN A3

PLANNUMMER Beleuchtung: Position Lichtrohr siehe Deckenspie

UK HK-Decke Hadler SL 20.3 LED, Leistung Gewerk ELT

39534_01: AHD HK-Decke 1:5 Schnitt A-A

THI_-2017-000_-0

39534_01: AHD HK-Decke 1:5 Schnitt A-A

Ceiling Detail

Di 4.3 Neubau von

Trapezblech nach stat. Erf. Proﬁl Arcelor 135/310 1,13 AK

drei Produktion

Stahlblech als Unterkonstruktion AHD, Statik nach Anforderung

BAUHERR

Leuchtkanal Anbauleuchte Trilux Solvan D1L UXP-S LED4000-840 ET 01, 84 mm B x 79 mm H, Leistung Gewerk ELT

UK Trapezblech Dach UK Trapezblech Dach

Abhängung n. stat. Erf.

Detail 38703

TRUMPF Immobilie Johann-Maus-Straß 71254 Ditzingen

Systemschiene Montagewinkel

Tel . 07156.303-0 Fax 07156.303-309

HK-Paneel

2175

ARCHITEKT

Barkow Leibing 24

2175

Schillerstraße 10625 Berlin

225

UK HK-Decke

VK Wandverkleidung

Tel . 030.31571 Fax 030.31571

Gefälle 5° (8,749%)

UK HK-Decke

225

Gefälle 5° (8,749%) B

39531_01: HK-Decke E4 1:5 Schnitt A-A

Ceiling Detail

39531 Produktionsnahe Büros E4

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876 A

Heiz-Kühl-Decke: Systembeschreibung nach Angaben TGA, Leistung HLS z.B. Thermolution Typ MCS.a o. glw.

HK-Decke, revisionierbar, Segelwanne aus Aluminiumblech 1.0 mm, Oberﬂäche pulverbeschichtet ähnlich RAL 9006 weißaluminium, perforiert ø 7mm, gerade Reihen, 16% freier Querschnitt, lochfreier

Alle Masse sind am Bau Massunstimmigkeiten si zu klaeren. Fuer Massfehler haftet a Bauausfuehrung sind di und der Sonderfachleute Firmenzeichnungen gelt Genehmigungsvermerk Koordinierungspflicht de unberuehrt. Bedenken h Fertigungstechnik und B und der Bauleitung rech Alle Hoehen, insbesond und Bruestungshoehen anders angegeben, Roh Fertigfussboden! Bruest OKF Fussboden zu OKF Alle Angaben zu abgeha Decken zugehörigen De Fassaden sind den Fass entnehmen.

INDEX

DATUM

.3 PLUM PAVILLION August 2020 Location: Pòznan, Poland Typology: Workshop Status: Built Photos: Dawid Majewski

Modell

The Plum Pavilion, designed in Szelag Garden during the Workshop “Mood for Wood” is a recreational complex in Poznan where plenty of social and artistic activities take place. The Garden is divided into several spaces, each of them has different utility functions while cre-

ating a well- thought-out whole. It is located on the way between the cafe and the communal garden, in the backside of the main building. Installation is ought to become an opening gate to the nearby Warta river after the future connection with the neighboring plot.

Modell

Axonometry

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

Designed as a hut to host open air workshops, the building become part of the wood inserting itself lightly between the trees and integrating a plum tree of the garden in its structure. The pavillion was thought as a flexible room, that can be used for different functions,

a light timber frame that define an air volume, ought to house outside activities and expositions, facing the garden and allowing the view to the river Warta. To reinforce the ephemeral presence of the architecture, the pavillion is covered by the sorrouding trees that protect the

space from the sun and give the impression of a never-ending roof. The structure is made by simple timber planks longer than the need and joined in a way to show every element as a singular element.

Perspective

Front view Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

Detail joints Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

.4 RESIDENTIAL BUILDINGS December 2016 Location: Schmiden, BW, Germany Typology: Competition, 1st prize

The design of this project in based on the idea of creating a new quarter with a strong village character, easily readable on the architecture, the scale and the barn typology of the buildings. The buildings have a private residential function with public open spaces, usable by the

citizens of Schmiden. The project considers also some services in order to integrate it with the city. From one side to the other of the quarter the project aims to link the two streets and use the path, not just as a connection but also as a public collision space with a square,

Square perspective

South elevation

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

and barn shape, and mix them with contemporary elements like dormers and loggias. The combination of wood and metal brings the faรงades to a direct connection with the tradition of farmers and smiths that chacarterizes this region. The new buildings are organized

gardens and play grounds. To respect the architectural typology existent in the context and to give it a village morphology, the design tried to take several different elements that characterizes the architecture in the little villages of southern Germany, like span-roofs

around a central stairwell and a lift serving the three lower floor, without perforing the roof surfaces. All the units are fully accessible and naturally lit. All the attics are used als flats on both short sides, and as storage rooms on the long ones.

Model floorplan

e e e

Longitudianl section Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

.5 DISTRICT ADMINISTRATION OFFICE July 2016 Location: Biberach, BW, Germany Typology: Competition, 2th prize

The project presents two different volumes, a squared main building and a longitudinal one, shifted to continue the stepped structure present along the main street, are respectively the district administration building and a healthcare building. The main entrance of the administration center is easily visible both from the parking and the square, and brings direct in the Foyer, where a lit airspace develops

untill the glass roof. The secondary entrance, for the employees, lies on the souther side of the building and works also as an access when the main entrance is closed. The atrium establishes a clear orientation of the interior space, receiving the main stairs which connect the entrance to the terrasse, where employees of different offices could share together their free time. The windmill form of the floorplan aims to achieve nat-

Structural system

Materplan

Model floorplan

Street perspective

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

ural light for all the offices, located on the external sides of the building, and to offer a rounding circulation system around the central airspace. In this way the employees could always aid sun light. Moreover, in order to create a pleasant working place, the plan presents many different meeting points with view to both the atrium and the outside, where balconies and small kitchens are placed. Directly adjacent to

the stairs, waiting spaces, lounges and meeting-places offer always light and possibility to orientation. Everything that are not offices, like WCs, technical rooms and meeting rooms, are icontained in an internal core. The envisioned constructive system consists of a simple concrete slab, on which is layed a wood system. The materials are intended to be visible and discernable. Lateral stability is given for concrete

stairwells located on two opposite corners of the building. This construction system assures the flexibility that an office building needs. The partition walls are not bearing, being freely configurable, according to the different function and necessities that the building cuold have. the external walls have a double function, acting as facade and as bearing walls.

Axonometric cross section

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

.6 INCREMENTAL FAVELA October 2012- October 2013 Location: Rio de Janeiro, RJ, Brazil Typology: Master thesis

The project plans to develop a marginalized part of Rio de Janeiro through a new design approach for informal urban realities. The requalification of the favela Chacrinha do Mato Alto, a small “favela” in a north-western area of Rio de Janeiro, starts from the need to include this part of town within the urban, economic and social system of the “formal” side of the city, not just

upgrading from above the existent context but intending to create a new architecture identity which, adapting on the informal framework, could transform the “favela” from a marginalized area into an integrated and integrant part of the town. The strategy used at the macroscale plans the creation of a connection axis that, crossing the ex-

Stairs section

Masterplan

Design timeline Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

istent paths, could start a linear requalification along it. This axis, a red escalator, becomes a generator of public spaces, new urban realities, and new services, in order to create a new identity of the favela. The project intends to give an initial input, redeveloping the favela’s central zone, trying to generate an autonomous requalification of the rest of the informal community by

the inhabitants. The project consists of a series of public services, all located near to the escalator at different heights. Besides generating new public spaces, the escalator becomes a new transportation system that connects the favela to the rest of the city. In order to better respond to the single and the collective need of the inhabitants, the new public ser-

vices and the residential dwellings are only partially built: their particular design allows them to grow incrementally with the community and the city’s demands. Unlike the standard informal growth of the favelas “incremental favela” , is in fact a community- growing reality that involves both private and public aspects of urban dwelling.

Market axonometry

Central square axonometry

Library Axonometry

Axonometry Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

The Library The big volume is composed of several smaller boxes, each one usable in three different ways: their own function inside them (study room, bar, computer room, etc.), free activities on their roofs (exactly like the inhabitants of favela do on the roof

of their houses) and new close spaces just closing the those roofs and transforming them in new rooms. Unlike the favela, this project plans adjust this praxis, typical of residential realities, not only in private situations (like housing and economic ones) but also in public buildings allowing them to increase according to the whole community needs

and not only the single inhabitant ones. To all of the buildings inserted in Chacrinha was given the possibility to increase their volume of 30% of the total inside the structure. In this way it is possible satisfy, now, the current needs of the single family and, in the future, those of the community.

South Elevation

Longitudinal Section

Library Trasversal Section

Exploded Axonometry Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

The Module “Incremental favela” project, influenced from the single house growing dynamics of the favelas, proposes the insertion of “architecture-skeletons” inside the favela, structures conceived to satisfy current needs of the inhabitants and to

support the future enlargement of the interior spaces inside the structures. The growth possibility is obtained thanks to a modular unit that can be easily assembled and disassembled by the inhabitants. The module is thought to be flexible thanks to its technology composed by a dry construction system made

of a steel bearing strucurture that hosts a metal framework which supports polycarbonate panels. In this way the proposal tries to offer the inhabitants, with a prefabbricated, light, cheap and easy system, the opportunity to encrease the surface and the volume of the buildings.

Exploded module

Building phases Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

.7 ALPEGGIO February 2012 - July2012 Location: Canzo, Lombardia, Italia Typology: Master Project

The

project is located at 1100 m above sea level, on the italian PreAlpes, in an area always occupied by pastures. The project aims to rethink the traditional architecture to give a new life to the old “Alpeggio “ (the Farm) in a sustainable and self/sufficient way, creating a structure to support touristic and agricultural economy. The goal is to create a new economy system of the mountains by old

culture and new ways of tourism in a sustainable way. The project claim to be economically and energetically sustainable and wants to be as much as possible independent, reusing the material obtained from deforestation to build a new active rural reality that can survive producing food “in loco” through vegetable gardens, fruit trees and a cheese diary, raising animals in a new stable and having a hotel and a restaurant

Masterplan

Pasture perspective

Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

for tourists. The project has to deal with the stone ruins of the ancient farm creating a strong contrast with the new wooden buildings. The arrangement of the buildings was thought to create a producing courtyard and a tourist system, separating the two different functions in two different spaces. The courtyard is organized as a food chain, from the hay to the cheese, to facilitate the production.

All of the buildings were thought studing the inclination of the soil, creating volumes that involve few escavation and imagining interior spaces that could profit as much as possible from the solar light. All the buildings, restaurant, farm, cheese dairy, house and mountain dew are designed with the intention to have as little impact as possible on the site using local resources. The structures are planed to be in

pine wood baloon frame and the cladding is either in wooden panels or in fibercement localy made using vegetable fibers. The stable is divided in five differents parts, the first one for hay, the second one for goats, than the one for cows and the last two for milking. The upper part is the cheese dairy. The building respect the food chain.

Cheese Dairy

North elevation Milking facilities

Cows stable Goats stable

Barn

Section A-Aâ&#x20AC;&#x2122;

Floorplan and food chain

Concept

Exploded axonometric view Marco Ripa di Meana | marcaoripa@hotmail.it | +49-157-39783876

Marco Ripa di Meana

Wartburstrasse 4, 10823 Berlin / Mobile phone 0157-39783876 / marcaoripa@hotmail.it