Portfolio 2019 by Jean Paul Baron

Jean Paul Baron Architecture Portfolio 2nd Edition

JEAN PAUL BARON

Architecture Portfolio 2010-2019 Selected Works email: jbaronpa@gmail.com

Born in Bad Soden ATS, Germany and raised in Colombiaâ&#x20AC;&#x2122;s capital to a multi-cultural family. Growing up I have always been intruiged by various sketching methods and how it can help understand the physical built environment. Sketching not only helped me become more observant and interested in the surrounding urban fabric, but it also made me realize that architecture is a tool to help solve the many problems that we as a society face today. I graduated from The University of Tennessee College of Architecture and Design with a Bachelor of Architecture. I have worked in both Berlin and Washington D.C, contributing to the built work environment.

Contents

Curriculum Vitae

01 Professional Works

02 Academic Works

03 Sketches

04 Photography

Study Abroad Semester

WORK EXPERIENCE WORK EXPERIENCE

PERSONAL DETAILS Male PERSONAL DETAILS Bad MaleSoden, Germany 1992

German, Colombian Personal Details Bad Soden, Germany 1992

G: Male CONTACT German, Colombian C: German + Colombian Karl-Sattler-Str. 4B CONTACT D.O.B: 08.04.1992 63110 Rodgau Karl-Sattler-Str. 4B Contact jbaronpa@gmail.com 63110 Rodgau +1 561-267-1699 jbaronpa@gmail.com jbaronpa@gmail.com +1 561-267-1699 www.linkedin.com/in/jbaronpa in www.linkedin.com/in/jbaronpa www.linkedin.com/in/jbaronpa in issuu.com/jpbaron/docs issuu.com/jpbaron/docs/portfolio issuu.com/jpbaron/docs/portfolio

LANGUAGES Languages

English: Native Proficiency LANGUAGES Naitive Proficient English: German: Fluent German: Fluent NaitiveLanguage Proficient English: Native Spanish: Spanish: Native Tongue German: Fluent

Software + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + +

Spanish: Native SKILLS Tongue AutoCAD AutoCAD SKILLS Archicad Rhino 3D Rhino AutoCAD Revit 2015 Revit Rhino2015 3D Pro SketchUp SketchUP Revit 2015 Pro Vray Vray Rendering SketchUp Pro Photoshop Vray Microsoft Office Illustrator Photoshop InDesign Photoshop Illustrator LightRoom Illustrator InDesign Premiere Pro InDesign LightRoom Microsoft Office Lightroom Premiere Pro with physical model making Experienced Premier MicrosoftPro Office

FOX Architects, Washington D.C.

Intern Architect

09.2015 - 07

FOX Architects, Washington D.C. 09.2015 - 07 + Worked Intern Architecton several projects through phases of design includin + + + + + + + + + + +

Concept Design, Schematic Design, Design Development an Worked on several projects through phases of design includin Construction Documents Concept Design, Schematic Design, Design Development an Assisted in creating 3D models and developed final rendering Construction Documents Created weekly design presentations for client meetings Assisted in creating 3D members models and developed final rendering Coordinated with team to create Schematic Design Created weekly design presentations for client meetings for “1333 New Hampshire Avenue” Coordinated withwith team members create Schematic docume Design Assisted teams creating and to editing construction for “1333 New Hampshire Avenue” Completed site visits and took field measurements Assisted teams with creating and editing construction docum Completed site visits and took field measurements

College of Architecture + Design

01.2015 - 0

Fabrication Lab Student Personnel

College of Architecture + Design 01.2015 - 0 + Assisted students with the process and construction of their Fabrication Lab Student Personnel designs for studio and elective courses + Ensured Assisted student’s students with thein process andofconstruction of their + safety operations the 3D Printers, Wo designs for studio and elective courses Shop tools, welding, CNC routers, Water Jet and other variou + equipment Ensured student’s safety in operations of the 3D Printers, Wo Shop tools, welding, CNC routers, Water Jet and other variou equipment UT Alumni Association 08.2013 - 12

+ Alumni a Contacted alumni to promote communication, participation UT Association 08.2013 - 12 raise university funds for the main and satellite campuses + Assited Contacted to promote a + thealumni University in raisingcommunication, over $300,000 participation in Alumni don raise university funds for the main and satellite campuses + Assited the University in raising over $300,000 in Alumni don

AWARDS

AWARDS Hnedak Bobo International Design Competition Merit Award 2015 for “Passages of History” projec Hnedak Bobo International Design Competition during study abroad semester Merit Award 2015 for “Passages of History” projec during study abroad semester Exhibition of Undergraduate Research and Creative Achievement (EUReCA) + Experienced with laser cutter, 3D printing Exhibition of Undergraduate Research and Creative + and Experienced with physical model making CNC Mill ORE Gold Award for Undergraduate Research in A Achievement (EUReCA) + Experienced Related Skills with laser cutter, 3D printing Architecture and Design, and Performing Arts for “ and CNC Mill ORE Studio” Gold Award for Undergraduate Research in A Oak project INTERESTS + Experienced with physical model making Architecture and Design, and Performing Arts for “ + Architecture, Drawing, Photography, + Exprienced with laser cutting Studio”Honor projectSociety Traveling,INTERESTS Music, Sports, Health, of Construction Documents Phi Sigma ThetaOak National + Experienced with production + Technology Architecture, Drawing, Photography, + Familiar with 3D model printing Traveling, Music, Sports, Health, Phi Sigma Theta National Honor Society + Familiar with CNC Mill Technology

Interests

Architecture Drawing Photography Traveling Music Sports Health Technology

Education EDUCATION EDUCATION

The University of Tennessee, Knoxville

Bachelor of Architecture, 5 Year Professional Degree

08.2010 - 05.2015

nnessee, Knoxville nnessee, Knoxville

08.2010 - 05.2015 The University 08.2010 - 05.2015

kansas Rome Center kansas Rome Center nnessee, Knoxville

01.2014 - 05.2014 01.2014 - 05.2015 05.2014 08.2010

shington D.C. shington WORKD.C. EXPERIENCE

design presentations to review with clients during the planning and construction 09.2015 - 07.2016 stages of residential projects and competitions 09.2015 - 07.2016

EDUCATION

of Arkansas Rome Center

Study Abroad Semester

01.2014 - 05.2014

07.2017 - 03.2019 Professional Arin l Burda Architekten, Berlin Design Architect Experience kansas Center 01.2014 - 05.2014 WORKRome EXPERIENCE WORK EXPERIENCE + Involved in the creation of conceptual designs, studio drawings, BIM modeling and

+ Creation of design development and design drawings to ensure compliance with ral projects through phases of design including applicable building codes and zoning requirements ,ralSchematic Design,phases DesignofDevelopment projects design including hington D.C.through 09.2015 - and 07.2016 + Performed construction material, system and building specification research ,cuments Schematic Design, Design Development and + Collaborated with various consultants, including architects and engineers to ing 3D models and developed final renderings ensure that the projects were heading in the right direction cuments al through of design including design for client meetings ingprojects 3D presentations models andphases developed final renderings + Regular on-site progress assessments to ensure proper construction was Schematic Design, Design Development andbook hdesign team members to create Schematic Design presentations for client meetings happening cuments Hampshire Avenue” h team members to create Schematic Design book ng 3D models and developed final renderings with creating and editing construction documents Hampshire Avenue” design presentations for client meetings visits and tookand fieldediting measurements with creating construction documents 09.2015 - 07.2016 teamand members to create Schematic Design FOX book Architects, Washington D.C. visits took field measurements Intern Architect ampshire Avenue” with creating and editing construction documents ure + Design 01.2015 - 05.2015 + Worked on several projects through various phases of design including Concept isits and took field measurements ure + Design 01.2015 - 05.2015 nt Personnel Design, Schematic Design, Design Development and Construction Documents nt Personnel + Assisted in creating 3D models and developed final renderings nts with the process and construction of their + Developed weekly design presentations for client meetings ON dio elective courses nts with the process and construction of their ureand + Design 01.2015 - 05.2015 + safety in operations dio and elective coursesof the 3D Printers, Wood Coordinated with team members to create Schematic Design book for “1333 New tt’sPersonnel ville 08.2010 05.2015 ding, CNCinrouters, Water Jet andPrinters, other various t’s safety operations of -the 3D Wood Hampshire Avenue” ts with the process and construction of their + Assisted teams with creating and editing construction documents ding, CNC routers, Water Jet and other various o and elective courses + Completed site visits and took field measurements Center 01.2014 05.2014 ’s safety in operations of -the 3D Printers, Wood tion CNC routers, Water Jet and 08.2013 - 12.2013 ding, other various 01.2015 - 05.2015 tion 08.2013 - 12.2013 Extracurricular College of Architecture + Design mni to promote communication, participation and Fabrication Lab Student Personnel Experience unds for the main and satellite campuses mni to promote communication, participation and RIENCE versity in raising over $300,000 in08.2013 Alumni -donations unds for the main and satellite campuses ion 12.2013 + Assisted students with the process and construction of their designs for studio and versity in raising over $300,000 in Alumni donations ni to promote communication, participation and elective courses 09.2015 - 07.2016 + Ensured student’s safety in operation of the 3D printers, Woodshop tools, Welding, unds for the main and satellite campuses CNC routers, Waterjet and other various equipment ersity in raising over $300,000 in Alumni donations AWARDS gh phases of design including AWARDS 2014 gn, Design Development and ational Design Competition Awards Hnedak Bobo International Design Competition 2014 2014 ational Design Competition Award 2015 for “Passages of History” project AWARDS nd developed final renderings gAward study abroad semester 2015 for “Passages of History” project Merit Award 2015 for “Passages of History” project during study abroad semester ons for client meetings g study abroad semester 2014 ational Design Competition to create Schematic Design book graduate Research and Creative 2015 Exhibition of Undergraduate Research and Creative Award 2015 for “Passages of History” project e” 2015 graduate Research and Creative Achievement gCA) study abroad semester editing construction documents CA) Gold Award for Undergraduate Research in Art,2015 d measurements tecture and Design, and Performing Arts for Gold Award for Undergraduate Research in “Green Art, ORE Gold Award for Undergraduate Research in Art, Architecture, Design and raduate Research and Creative Studio” project tecture and Design, and Performing Arts for “Green Performing Arts for “Green Oak Research Studio” project 2015 CA) Studio” project Gold Award Undergraduate Research in Art,2013 01.2015 - 05.2015 tional HonorforSociety ecture and Design, and Performing Arts for “Green 2013 tional Honor Society Studio” project ss and construction of their

01 Professional Works Dennewitzstrasse 36

Sebastianstrasse 16

Wangerooge Hotel Competition

1333 New Hampshire Avenue

1000 Maine Avenue

Society for Science and the public

Dennewitzstrasse 36

Size: 22,370 mÂ˛ Program: Residential + Retail + Hotel Location: Berlin, Germany Status: Under construction Located in the heart of Berlin, the site sits adjacent to an up and coming urban state of the art park called â&#x20AC;&#x153;Dreieck Parkâ&#x20AC;?. The program calls for a residential and a hotel building as well as retail shops. The site is divided by the metro line that runs through it. The design idea is to create an urban living space that will connect the dense urban line of resident buildings with the new city park. WIith an S shape building, two courtyards are formed in order to create a place for gathering and peaceful living where residents can meander through public, semi public and orivate spaces. Each courtyard faces its respective inspiration, an urban courtyard facing the urban density and the park courtyard facing the green park. I was fully involved in the development of the schematic drawings, client presentations, detail drawigns and final construction level drawings (LPH 5). Ranging from the creation of the foundation plans all the way to the final detail drawings. As well as working on these internal studio drawings I was in charge of controlling all of the main drawings and documents arriving from the external collaboration firms and engineering firms in order to keep a steady and clear timeline of the construction of the project.

Maße sind vor Ort zu prüfen! Abweichungen sind umgehend der Bauleitung mitzuteilen.

14 S1

Dennewitzstraße 3 M

Anschluss Haus 2

Anschluss Haus 1

1 2

21,31 m2

1,68 BSR

Zimmer2 ca: 10,89 m2

rflur Unte em syst ungs sorg llent -Mü

(h=

1 2 3 4 5 6 7 8 9 10 11 12 13 14

7 3 x 335 x 135

1 2

Kleinküche o. Lager ca: 20,09 m2

9 5

1,54

Luftraum über Terrasse im Souterrain

8 7 6 5 4 3 2 1

BH 1,10

x 19

x 25

19 18

7 Küche ca: 4,96 m2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

8 HWR ca: 2,34 m2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Zimmer 1 ca: 15,98 m2

39.0.3 Lichtes Kabinenmaß 1,20 x 2,10 m

39.0.3

Flur ca: 9,73 m2

Bad ca: 5,76 m2

12 Zimmer 2 ca: 15,99 m2

Flur ca: 11,19 m2

Bad2 ca: 8,52 m2

Zimmer 3 ca: 33,39 m2

3,83

Anschluss Haus 2

465

1,325

Terrasse SN 12.2 Terrasse NGF: 4,78 m2

5,255

4,02

Garten

Garten SN 11.1

Garten SN 8.1

6,01

Garten

Garten SN 12.1

Notflucht Tür

10,20

9,60

1,645

4,51

Anschluss SNHaus 7.13

8 x 26 x 19

1,55

3,185

Garten

Garten SN 6.1

30 30

1,99

3,185

3,00

1,20 5

Garten

Terrasse NGF: 2,85 m2

Terrasse SN 11.2

AZSfs

Brücke

4,51

Garten

Garten SN 10.1

Notflucht Tür

Grundriss Erdgeschoss 000.01g_F

30 36 75

AZSfs

BrückeBrücke SN 8.2

Luftraum über Terrasse im Souterrain

AZSfs

785 1,64 5

1,90

3,185

Garten

3,185

4,51

2,84

8 x 26 x 19

DEN Haus2&3 Erdgeschoss G00

1,325

Garten

1,325

Brücke SN 7.2 BrückeBrücke SN 6.2

Luftraum über Terrasse im Souterrain

AZSfs

3,58

1,325

42 sse m2 Terra 5,93 F: NG

4,10

Rigo

Terrasse NGF: 2,89 m2

4,71

S20 AZSfs

Terrasse SN 10.2

4,10

Küche

Zimmer 4 ca: 13,88 m2

S20

AZSfs

3,16

Terrasse SN 9.2

Garten SN 9.1

1,325

S29

3,14

1,50

6,71

11 Zimmer 1 ca: 23,65 m2

Zimmer 1 ca: 19,48 m2

3,185

S29

7 Zimmer 1 ca: 19,92 m2

Zimmer 1 ca: 14,21 m2

6 Zimmer 1 ca: 19,62 m2

3,185

10 Zimmer 1 ca: 14,49 m2

1,325

10 Zimmer 2 ca: 17,01 m2

4,51

S AZ

Zimmer2 ca: 24,23 m2

3,00

Bad ca: 3,83 m2

(h=22cm)

38c

Küche ca: 4,96 m2

Zimmer 2 11 ca: 16,16 m2

Flur 2 ca: 15,05 m2

WC ca: 2,90 m2

Flur ca: 3,08 m2

HWR ca: 2,34 m2

19 x 25 x 185

Lichtes Kabinenmaß 1,20 x 2,10 m

38b

19 x 25 x 185

Küche ca: 4,97 m2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Flur 2 ca: 16,43 m2

38a

HWR ca: 2,33 m2

7 WC ca: 2,90 m2

19 x 25 x 185

0.1

54 5

n rte Ga

1,50

20 x 26 x 175

38.0.3

(h=22cm)

Flur 2 ca: 16,16 m2

6 WC ca: 2,91 m2

(h=22cm)

38.0.2

19 x 26 x 175

Küche 8,21

3 4 5 6

Haus 39

Glasfassade

8,21

Kochnische ca: 13,89 m2

(h=60cm)

Steigung 4%, Rampenlänge 5,00m

Brücke SN 8.3 Brücke

1,10

Vordach

9 8 7 6 5 4 3 2 1

HWR ca: 1,55 m2

2,63

(h=22cm)

38.0.1

Ankleide ca: 6,93 m2

Glasfassade

38.0.1

Bad ca: 4,47 m2

Zimmer 3 ca: 14,73 m2

Brücke

1,35

cke Brü

3,29

Luftraum über Terrasse im Souterrain

Rohbau Deckenöffnung

Garten SN 5.1

2,68

aum asse Luftr Terr in überSouterra im

2,00

Flur ca: 11,59 m2

2 1,72 2 Brücke SN 7.3

39.0.2

1,54

18 17 16 15 14 13 12 11 10

11 12 13 14 15 16 17 18 19

38.0.2

HWR ca: 2,03 m2

Brücke SN 6.3 Brücke

Luftraum über Terrasse im Souterrain

(h=22cm)

Bad 2 ca: 6,33 m2

Bad1 ca: 3,68 m2

Brücke SN 5.2

4,91

Steigung 10%, Rampenlänge 9,80m Ausrundung Radius 15m am Anfang und Ende

38c 38c

38b 38b

38.0.3

S AZ

38a 38a

2,68

BH 1,10

)

55 5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

1,35

102

22cm

cke Brü

n rte Ga

Zimmer 2 ca: 19,15 m2

Glasfassade

Flur 2 ca: 17,63 m2

5 4 3 2 1

WC ca: 3,41 m2

102

(h=

2,01

aum asse Luftr Terr in überSouterra im

S AZ

19 18

Kindertoilette ca: 7,82 m2

102

aum asse Luftr Terr in überSouterra im

e 2,64 sad s sfa Gla

Haus 38

1,0623

5x x2

Küche ca: 14,72 m2

Raum 2 ca: 26,86 m2

G 16

1,34

2,76

5 Küche ca: 5,04 m2

7 x 26 x 17

S AZ

HWR ca: 2,27 m2

SN 1

Hoftreppe 7 x 26 x 17,14 1 SN 102.2

102 ca:

37a

WC 5 ca: 3,36 m2

Büro ca: 6,59 m2

103

Garderobe Flur 15,87 m2

103

aum asse Luftr Terr in überSouterra im

de 2,61 ssa sfa Gla

) 22cm

cke Brü

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

1,35

3,30

2 (h=

n rte

19 18

Brücke

18 5x x2

Terrasse NGF:

Terrasse NGF: 2,96 m2

WC Da. ca: 3,59 m2

37.

0 1,1

de ssa sfa Gla

5,00 aum asse Luftr Terr in überSouterra im

Ga 5

16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1

37 us Ha

2,42 BH

1,34

SN 103.1

WC Herr. ca: 6,42 m2

102 Raum 1 ca: 22,42 m2

Brücke SN 4.3

Flur 2 ca: 16,48 m2

Brücke SN 4.2 3,29

ca. 25 m2- Fläche kann von VPS benutzt werden

2 9 8 7 6 5 4 3 2 1

n rte

HWR ca: 2,27 m2

Zimmer 2 ca: 19,01 m2

37a

103

Kinderwagen ca: 6,51 m2

102

Zimmer1 ca: 25,52

20 x 26 x 175

40.0.1

13 x 26 x 18

1,54

11 12 13 14 15 16 17 18 19

) 22cm

WC ca: 3,36 m2

Brücke SN 3.2

8,21

x 26

Küche ca: 5,04 m2

3,30

36b

aum asse Luftr Terr in überSouterra im

de ssa sfa Gla

(h=

58 5

x 20

Garten SN 4.1

36b

1,35

x 17

4,91

19 18 17 16 15 14 13 12 11

aum asse Luftr Terr in überSouterra im

2,68

tes Lich maßm inen Kab x 2,10 1,20

8 x1

10 40.0.1

Vordach

1 2 3 4 5 6 7 8 9

0.1

1,54

37.

WC ca: 3,27 m2

8,21

36a

) 22cm

1,95

Flur 2 ca: 15,24 m2

Zimmer 3 ca: 32,17 m2

Garten SN 3.1

Haus 40

h rdac Vo

3,30

4,91 5

36a

HWR ca: 1,64 m2

1,34

8,21

Brücke

(h=

30 3,29

cke Brü

Garten SN 2.1

) 22cm

x 25

x 19

19 18

Brücke SN 2.2 5

1,34

Flur 2 ca: 16,73 m2

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

55 5

aum asse Luftr Terr in überSouterra im

S AZ

n rte

3,30

Zimmer 2 ca: 19,15 m2

Küche

(h=22cm)

WD 0,40/0,20 UK 3,00

Brücke SN 2.3

Küche ca: 5,04 m2

1,35

cke Brü

8,21

4,91

36b

(h=

WC ca: 3,36 m2

HWR ca: 2,27 m2

Brücke3,29SN 1.2

Garten SN 1.1

x 25

x 19

de ssa sfa Gla

2,01

aum asse Luftr Terr in überSouterra im

S AZ

4,91 51

) 22cm

aum asse Luftr Terr in überSouterra im

19 18

Zimmer 2 ca: 19,01 m2

[ Stadtplatz ]

Brücke SN 1.3

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

1,50

5,60

Brücke

Flur 2 ca: 16,47 m2 ca: 16,47 m2

3,30

(h=

Küche ca: 5,04 m2

Garten

40.0.2

Lichtes Kabinenmaß 1,20 x 2,10 m

36a

HWR 1 ca: 2,27 m2

de ssa sfa Gla

x 18

tes Lich maßm inen Kab x 2,10 1,20

40.0.2

2,68

WC ca: 3,37 m2

ca. 89,00 m²

2 1,34

x 26

0.2

1,50

36.

10 9 8 7 6 5 4 3 2 1

x 26

x 21

1,1

) 22cm

3,005

Ladenfläche ca: 197,44 m2

Bad ca: 5,76 m2

12 13 14 15 16 17 18 19 20

(h=

3 15,8

Garten SN 101

de ssa sfa Gla 0

0.2

Flur ca: 4,44

S AZ

17,14

314,06 m2

36.

101

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

8,21

103

15 x 265 x 165

39.0.2

101

1 3

36 us Ha

) 22cm

h rdac Vo

HWR

Gewerbe, Laden, Nahversorger oä ca: 100,70 m2

Maße sind vor Ort zu prüfen! Abweichungen sind umgehend der Bauleitung mitzuteilen.

14 S1

Dennewitzstraße

Anschluss

Anschluss Haus 2

3 M

76 Balkon NGF: 2,55 m2

77 Loggia

NGF: 2,45

Zimmer 2 ca: 14,14 m2

6 8

36.

Flur ca: 4,45 m2

Zimmer 2 ca: 12,67 m2

Bad ca: 4,4775 m2

11 8

37.

0 1,1

Zimmer 1 ca: 25,47 m2

) 22cm

Balkon38c1 NGF: 1,26 m2

38b

HWR ca: 1,86 m2

73 Bad2 ca: 3,83 m2

Zimmer 3 ca: 21,16 m2

Flur ca: 7,81 m2

(h=60cm)

BH 1,10 Rohbau Deckenöffnung

18 x 26 x 175

38.0.3

S AZ

Ø52

Bad1 ca: 8,23 m2

8 7 6 5 4 3 2 1

Bad 2 ca: 3,83 m2 Bad 1 ca: 5,51 m2

70 Bad2 ca: 8,52 m2

Bad 1 ca: 3,83 m2

(h=22cm)

24 16

70 S AZ

Zimmer 1 ca: 21,36 m2

S29

Zimmer4 ca: 27,38 m2

Küche ca: 12,01 m2

Zimmer 3 ca: 34,09 m2 72

Zimmer 2 ca: 21,58 m2

Zimmer 3 ca: 23,72 m2

Zimmer 2 ca: 16,27 m2

Bad2 ca: 8,52 m2

Küche 71

Balkon 2 NGF: 1,26 m2

HWR ca: 1,99 m2

Balkon 1 NGF: 1,26 m2

Flur ca: 11,19 m2

Zimmer 1 ca: 16,26 m2

39.5.3 39.0.3

Flur ca: 18,51 m2

Bad 1 ca: 3,83 m2

G Lichtes Kabinenmaß 1,20 x 2,10 m

Flur ca: 12,07 m2

Zimmer 2 ca: 18,71 m2

Zimmer3 ca: 50,02 m2

(h=22cm)

Zimmer 3 ca: 19,33 m2

Zimmer 2 ca: 18,06 m2

HWR 70 ca: 1,54 m2

38.5.1

38.5.2

G (h=22cm)

38.0.1

ca: 12,65 m2

Küche

(h=22cm)

Zimmer 1 ca: 14,81 m2

39.0.2

38.0.2

69 Bad 2 ca: 3,83 m2 HWR ca: 2,28 m2 Flur 1

8 7 6 5 4 3 2 1

(h=22cm)

17 16 15 14 13 12 11 10

Zimmer3 ca: 19,62 m2

Lichtes Kabinenmaß 1,20 x 2,10 m

10 11 12 13 14 15 16 17

39.5.1

BH 1,10

)

S AZ

Zimmer 4 ca: 15,02 m2

18 x 26 x 175 9

22cm

S AZ

Zimmer 2 ca: 19,44 m2

Bad2 ca: 8,52 m2

Balkon 2 NGF: 4,34 m2

Balkon 1 NGF: 2,65 m2

70 68 (h=

Zimmer4 ca: 30,59 m2

Flur ca: 10,40 m2

Küche ca: 4,30 m2

Zimmer 4 ca: 25,86 m2

39.5.2

0.1

(h=

68 HWR ca: 1,40 m2

Zimmer 1 ca: 30,39 m2

S20

Küche

Zimmer 4 ca: 20,31 m2

S20

AZSfs

Balkon NGF: 12,81 m2

AZSfs

Balkon 2 NGF: 7,14 m2

69 27

AZSfs

Balkon 2 NGF: 4,43 m2

72 71

Balkon 3 NGF: 7,43 m2

AZSfs

Anschluss Haus 3

Anschluss Haus 2

Park f

Grundriss Erdgeschoss 000.01g_F

Loggia NGF: 2,87 m2

37a

38a

DEN Haus2&3 5. Obergeschoss G05

Loggia NGF: 2,78 m2

Zimmer 2 ca: 19,00 m2

Bad1 ca: 4,47 m2

Zimmer 1 ca: 14,04 m2

Küche

8 7 6 5 4 3 2 1

Bad1 ca: 3,69 m2

Zimmer 1 ca: 25,03 m2

7 x1

5.1

) 22cm

Bad2 74 ca: 3,83 m2

10 11 12 13 14 15 16 17

(h=

tes Lich nmaßm bine 10 Ka x 2, 1,20

Zimmer1 ca: 24,52 m2

x 18

37.

) 22cm

Balkon NGF: 1,26 m2

5.2

Balkon NGF: 3,03 m2

HWR ca: 2,19 m2

(h=

37.

Küche

S AZ

Flur ca: 7,88 m2

Küche

Zimmer1 ca: 25,52

18 x 26 x 175

Zimmer 3 ca: 30,64 m2

Flur ca: 9,64 m2

Zimmer 2 ca: 18,20 m2

Zimmer 3 ca: 15,16 m2

Zimmer 2 ca: 16,67 m2

36b

Balkon 1 67 NGF: 1,26 m2

Balkon 2 NGF: 2,94 m2

Bad ca: 4,47 m2

Zimmer 3 ca: 17,38 m2

S AZ

Bad ca: 8,52 m2

WC 78 ca: 3,28 m2

Lichtes Kabinenmaß 1,20 x 2,10 m

G 40.5.1

) 22cm

HWR ca: 1,48 m2 Küche Zimmer 2 ca: 13,98 m2

Balkon NGF: 4,25 m2

Bad Flur 78 ca: 11,20 m2 ca: 5,76 m2

(h=22cm)

40.0.1

Bad2 ca: 8,52 m2

Küche

Flur ca: 9,61 46

Bad ca: 5,76 m2

40.5.4

40.0.2

66 Zimmer 3 ca: 23,75 m2

40.5.3

Küche

(h=

Küche

77 HWR Bad 2 ca: 1,52ca: m23,83 m

HWR ca: 1,35 m2

Zimmer 2 ca: 19,31 m2

Flur ca: 7,76 m2

Zimmer 1 ca: 19,67 m2

Zimmer2 ca: 19,71 m

17 16 15 14 13 12 11 10

Zimmer 1 ca: 17,62 m2 75

Balkon 75 NGF: 1,25 m2

HWR ca: 1,38 m2

36a

Zimmer 1 ca: 14,27 m2 66

Bad ca: 5,34 m2

[ Stadtplatz ]

) 22cm

Ankleide ca: 3,32 m2

(h=

5.1 36. tes Lich nmaßm bine 10 Ka x 2, 1,20 Bad2 ca: 3,69 m2

Zimmer 2 ca: 35,41 m2

x 26

8 7 6 5 4 3 2 1

) 22cm

x 18

0 1,1

5.3

36.

5.2

(h=

Flur ca: 3,68 m2 65

HWR ca: 1,57 m2

0.2

Küche

36.

Balkon 2 NGF: 5,73 m2

Bad HWR 2 ca: 3,83 76 m ca: 1,52 m2

Küche

BH 1,10

Zimmer 3 ca: 12,38 m2

10 11 12 13 14 15 16 17

WC ca: 2,47 m2

HWR ca: 2,60 m2

S AZ

Küche

Zimmer 1 ca: 24,99 m2 78

Flur ca: 6,48 m2

Flur ca: 6,27 m2

HWR ca: 2,27 m2

40.5.5

) 22cm

Bad 2 ca: 4,01 m2

Zimmer 1 ca: 24,38 m2

(h=

Balkon NGF: 2,53 m2

Zimmer 2 ca: 23,22 m2

Zimmer 1 ca: 18,10 m2

1 2 3 4 5 6 7 8

Balkon 1 NGF: 1,26 m2

Flur ca: 9,50 m2

Zimmer 1 ca: 42,87 m2

Zimmer 2 ca: 16,93 m2

40.5.2

Bad 1 ca: 5,76 m2

Alle Maße sind vor Ort zu prüfen! Abweichungen sind umgehend der Bauleitung mitzuteilen.

H2 S01 3

4 3

6 5

H2 S01

02 290 02 290 3,895

280 03

3,895

8.OG 25,50

OKRD 21,88

OKRD

2,80

7.OG

21,88

OKRD

21,62

2,88

2,50

18,62

18,40

2,455

12 12

445

12,50

4.OG

2,455

Küche OKFF

12,38

OKRD

12,16

12,50

UKRD 12,16

Flur

Flur OKRD

9,26

UKRD

9,04

Küche OKFF

9,38

3.OG 9,38

3.OG 445

9,26

UKRD 8,96

30 16 12

OKRD

OKFF 9,38

OKRD 9,26

9,38

Flur

OKRD

6,14

UKRD

5,92

2.OG Küche6,26

6,26

OKFF

2,455

Flur

Treppenhaus

Flur

UKRD 9,04

Küche

2,455

Flur

2,78

Flur

2,78

Treppenhaus

8,96

2,50

Flur

UKRD

2,50

16 8,595

445

8,595

UKRD 6,14

5,92

2.OG OKFF 6,26

OKRD 6,14

6,26

445

22 2,455

2,50

2,78

UKRD 5,92

2,80

OKBP

12 22

3,00 22

UKRD

-0,56

Flur 2,50

Flur

-0,34

OKFF

Bauherr:

KLARBAU GmbH & Co. Berlin KG Helmholtzstraße 2-9 D-10587 Berlin

-0,20

-0,30

2,61

Zimmer 4OKRD -0,70

UKRD -0,76

OKBP

UKRD

OKFF

-3,43

-3,30

OKBP

DEN36 Dennewitzstraße D - 10785 Berlin

Planung:

OKRD -0,34

OKFF -0,20

Bauherr:

Arin Burda Architekten Helmholtzstraße 2-9 10587-0,20 Berlin, Deutschland DEN36@arinburda.com

OKFF -0,30 OKRD -0,70

Garage

Projekt:

2,01

Garage

Diese Zeichnung und dieser Entwurf sind durch Gesetze urheberrechtlich geschützt. Kein Teil dieses Plans darf ohne schriftliche Genehmigung vervielfältigt werden. Aufgrund der unterschiedlichen Skalierungen der Drucker dürfen nur die schriftlich vermerkten Abmessungen verwendet werden. Alle Maße sind auf der Baustelle zu prüfen. Diese Zeichnung muss in Verbindung mit den Vertragsfestlegungen und den diesbezüglichen Grundrissen und Zeichnungen gesehen werden. Es ist nicht für die bauliche Umsetzung zugelassen solange es nicht geprüft und freigegeben wurde.

DEN36 Dennewitzstraße D - 10785 Berlin

OKFF -0,20

Tiefgarage (Durchfahrt)

-3,30

3,14

KLARBAU GmbH & Co. Berlin KG Helmholtzstraße 2-9 D-10587 Berlin

Planungsphase:

Ausführungsplanung (LPH5)

Kinderwagen

Zeichnung:

UKRD -0,56

-3,30

OKFF

-3,17

Planung:

Haus2 - Schnitt 03

Arin Burda Architekten Helmholtzstraße 2-9 10587 Berlin, Deutschland DEN36@arinburda.com

-3,30

OKFF 3,14

-0,76 OKRD

Garage

Zimmer 4

OKRD

3,00

Treppenhaus

60 1,36

UKRD

1.OG OKRD 3,02

Projekt:

OKRD

Feuerwehrdurchfahrt UKRD

OKFF

-3,43

3,14 Küche

UKRD 2,80

-0,20

OKRD

2,15

-3,17 OKBP

OKFF

Kindertoilette

48 OKFF

-3,30

Garage

3,14 2,455

2,78

UKRD

OKFF

1,75

1,36

-0,40

Flur

OKFF -0,40

Garage

2,10

Freigegeben von:

OKFF -3,30

OKBP -3,43

Tiefgarage (Durchfahrt)

UKBP

UKsauber

65 UKBP

OKFF -3,17

OKBP -3,30

Geprüft von:

Planungsphase:

Gezeichnet von:

Zeichnung:

Ausführungsplanung (LPH5)

Kinderwagen

Haus2 - Schnitt 03 Entworfen von: Symbol

Freigegeben von:

UKsauber

UKBP -4,80

-3,95

UKsauber

UKBP -3,95

UKsauber

UKBP

el Hot

UKBP

s1 Hau

Geprüft von:

Dennewitzstraße us Ha

UKBP -3,95

UKsauber

-3,95 OKFF -3,30

OKBP -3,43

UKsauber

-4,80

Garage

Haus 2

UKsauber

-3,95

OKBP -3,30 UKBP

UKBP -3,95

UKBP

UKsauber

OKFF -3,17

Garage

-3,95

UKsauber

OKBP -3,30

UKBP

Garage

-3,95

2,01

UKBP

2,15

2,10

ELT

2,61

-1,20

KELLER

2,15

ELT -0,94

OKBP

UKRD

3,02

22 Feuerwehrdurchfahrt

OKRD

2,50

OKFF

-0,54

Flur 2,50

2,50

Kindertoilette

3,20

OKRD

OKRD -0,54 OKRD

OKRD

2,65

3,165

OKRD -0,94

UKRD -1,20

-3,30

Flur

155

Flur

3,60

-0,80

Küche

1,75

Treppenhaus

3,20

3,60

2,80

Laden

OKFF -0,80

Flur

2,50

Treppenhaus

3,14

Laden

-0,40

KELLER

Flur

2,78

12 155

Gemeinschaftlich genützte Freifläche

2,65

-0,40 OKFF

Flur

2,80

575

Treppenhaus

3,14

2,78

Flur

3,02

UKRD 3,165

-3,30

2,78

2,50

Gemeinschaftlich genützte Freifläche

UKRD

OKRD

3,14

OKRD 2,78

2,455

OKFF

Flur

1.OG

3,14

2,50

OKFF

Zimmer 1 575

02 230

3,14

1.OG

2,78

2,455

UKRD Zimmer 5,921

1.OG

445

OKRD

445

6,26

445

OKFF

6,26

Flur

12,50

2,455

Küche

2,78

Flur

2,455

2,78

Flur

Treppenhaus

2,50

Treppenhaus

HWR

2,50

HWR

Bad 1

Küche

Bad 1

Küche

Flur OKRD 9,26

4.OG

OKFF 12,50

445

12 UKRD

OKRD 12,38 445

12,38

Flur

445

2,455

Küche

Flur

5.OG 15,62

445

15,28

2,78

Flur

5.OG 15,62 OKFF 15,62

34 2,78

2,78

Flur

2,78

Flur

6,14

6.OG 18,74

2,455

2,78

12 Flur

Treppenhaus

HWR

2,78

Flur

2,50

Treppenhaus

HWR

Bad 1

Küche

2,50

2,78

Bad 1

Küche

UKRD 12,16

2,78

OKRD

6.OG 18,74

15,62

UKRD 15,28

Flur

9,04

6,26

Küche OKFF

34 2,78

2,78

2,455

Flur

9,26

230 152

Balkon 39.6.2.10

OKRD 15,50

UKRD 12,16

Zimmer 1

OKFF

OKFF 18,74 OKRD 18,62

15,50

OKRD

UKRD

OKRD 12,38

12,16

UKRD

Zimmer 1

UKRD 18,40

Küche

Flur

15,28

Flur

OKRD

12 2,455

22 Flur

445

18,74

OKRD

UKRD

2,78

Flur

Treppenhaus

HWR

2,50

Flur

2,50

Treppenhaus

HWR

Bad 1

Küche

15,28

UKRD

Flur

12,38

9,26

OKRD

445

9,38

2,16

Balkon 39.6.2.10

2,78

445 2,455

UKRD

Flur

Küche

9,38

OKFF

6,26 2,455

24 24

2,16

230 152

UKRD

Flur

OKRD 15,50

12,16

UKRD

2.OG

Bad 1

Küche

Flur

UKRD

12,38

OKRD 22

445

Flur

UKRD

OKRD

Zimmer 1

OKFF

9,38

FlurFlur

OKRD 15,50

15,28

12,50

OKFF

Flur

15,50

Zimmer 1

445 2,455

9,38

Flur

15,28

UKRD

3.OG

Flur

UKRD 18,40

2,78

2,78 12

OKRD

UKRD

3.OG

Treppenhaus

OKFF

15,50

OKRD

OKFF 12,50

12,50

HWR

18,62

18,40

445 2,455

12,50

HWR

2,50

2,88

2,71

2,455

15,62

OKFF

4.OG

Bad 1

UKRD 18,40

Flur

OKFF 15,62

4.OG

Bad 1

OKRD OKRD18,62

Zimmer 1

15,62

Küche Küche

UKRD 21,62

21,62

UKRD

Flur Flur Flur Flur

2,455

UKRD UKRD 21,62

21,62

Flur

2,455

Zimmer 1

7.OG 22,00

22,00

UKRD

Flur

445

UKRD

UKRD 18,40

5.OG 5.OG

OKRD 21,67

21,67

2,455

UKRD 21,62

UKRD 21,45

Zimmer 1

OKFF 18,74OKFF 18,74 OKRD 18,62 OKRD 18,62

18,74

Zimmer 1

2,455

Balkon 40.6.4.6 Balkon 40.6.4.6

2,455

2,80

2,50

22,00

6.OG 6.OG

Dachterrasse 1

OKRD 21,88

26 17

21,45

21,88

OKFF

375

205

UKRD

230 162

OKRD

OKFF 22,00

21,88

445

OKRD 21,67

OKRD 36

21,67

OKRD

OKFF 21,98

OKRD 21,88

21,98

Dachterrasse 1

21,98

24 18

Zimmer 2 Zimmer 2

OKFF

24,80

Treppenhaus

2,50

2,82 2,82

Zimmer 2 Zimmer 2

Flur

21,98

230 162

UKRD

Treppenhaus

Flur Flur

Flur

465

UKRD 24,80

2,80

Zimmer 2

2,80

7.OG

Zimmer 2

Dachterrasse 2

465

475

UKRD 24,80

24,80

UKRD 24,80

Dachterrasse 2

8.OG

25,02

UKRD

7.OG

25,58

8.OG

25,58

25,02

OKRD 25,02

Dachterrasse 3

25,02

2,455

475

OKRD

280 03

Dachterrasse 3

25,50

OKRD 25,02

25,58

8.OG

25,58

Gezeichnet von: Entworfen von:

Parkanlage

Datum:

H2 S01

Symbol Maßstab: 0

1:50, 1:72,30

Dennewitzstraße

H2 S01

DEN36_05_H2 _S003.01a_P

tel Ho

Zeichnungsnummer:

1 us Ha

us Ha

1189x910 (A0+ Q) DEN36 Haus2 Schnitt 03 H2_S003.01a_P

Haus 2

Blattgröße:

Parkanlage

Datum: Maßstab: 0

1:50, 1:72,30

Blattgröße:

1189x910 (A0+ Q) DEN36 Haus2 Schnitt 03 H2_S003.01a_P

Zeichnungsnummer:

DEN36_05_H2 _S003.01a_P

Planung:

OKBP 0,00

Arin Burda Architekten Helmholtzstraße 2-9 10587 Berlin Tel. +49 30 689899060 mail@arinburda.com

-0,40 UKRD -0,60

Planungsphase:

Leistungsphase 05 2,62

Zeichnung:

KELLER

Haus2 - Schnitt 01

TIEFGARAGE

Ä-ID Änderung

OKBP -3,30

UKSauber

-4,05

Freigegeben von: Geprüft von: Gezeichnet von:

BJR Entworfen von: Symbol Dennewitzstraße

tel Ho

us Ha

Haus 2

Parkanlage

Datum:

13.02.2019 Maßstab: 0

1:50

Blattgröße:

91,0 x 150,0 cm Zeichnungsnummer:

DEN36_05_H2 _S001.01b_P

Alle Maße sind vor Ort zu pr Abweichungen sind umgehend der Baule mitzut

Sauberkeitsschicht - 10cm C20/25 Dämmung 12cm Elastomermatten 2,5cm PROJEKT 0,00 = üNHN 36,00 Wasserhöhe ~31,50 (-4,50) max. 32,40 (-3,60)

H2 S02

02 290

26,68

01 310

26,68

Solarpanele

Dachterrasse 3

8.OG

25,58

OKRD

25,58

25,02

8.OG

25,02

21,98

OKRD

21,88

UKRD

21,62

2,80

Bad 2 Flur

7.OG

Dachterrasse 1 OKFF

22,00 OKRD 21,88

21,98

21,45

UKRD

21,62

UKRD 21,45

Zimmer 2

18,74

18,62

OKRD

18,62

UKRD

18,40

UKRD

18,40

01 310

6.OG

18,74

OKFF OKRD

1,41

18,74

Diese Zeichnung und dieser Entwurf sin urheberrechtlich geschützt. Kein Teil d ohne schriftliche Genehmigung verv Aufgrund der unterschiedlichen Sk Drucker dürfen nur die schriftl Abmessungen verwendet werden. Alle M Baustelle zu prüfen. Diese Zeich Verbindung mit den Vertragsfestlegu diesbezüglichen Grundrissen und Zeich werden. Es ist nicht für die baul zugelassen solange es nicht geprüft wurde.

04 310

445

18,74

Loggia 39.6.1.10

6.OG OKFF

1,17

2,455

Flur

2,71

2,50

Zimmer 1

2,455

2,88

1,51

375

UKRD 42

2,92

Zimmer 1

22,00

OKFF

24,80

UKRD

Dachterrasse 2

24,80

2,50

2,92

7.OG

2,80

UKRD

Flur

Loggia 39.5.1.9

Zimmer 2

5.OG 15,62

15,62

15,50

OKRD

15,62

feuerhemmend feuerbeständig

15,62

15,50

Brandwand / BW-ersa

UKRD

15,28

UKRD

15,28

Wand in Bauart - Bran

Türen:

445

05 310

OKFF OKRD

5.OG 22

OKFF

Brandschutzanforderungen Wände:

2,455

Zimmer 1

2,50

2,455

2,78

230 Loggia 2-3

dt dts RS

dichtschließende Tür

dich- und selbsttschließ

Rauchdichte und selbs

Flur

Zimmer 2

4.OG 12,50

12,50

OKFF OKRD

12,38

OKRD

Außenwand StB mit Innenwand StB

4.OG

12,50

Trockenbauwand

12,50

12,38

Trockenbauwand m

OKFF

Erdreich

Loggia 39.4.1.10 2,455

Zimmer 1

2,50

2,455

2,78

Zeichnungslegende:

Einkofferung Trocke Unterzug

UKRD

12,16

445

UKRD

12,16

Fenster mit 1./2. Öff

Barrierefreiheit: Bewegungsfläche/D

3. OG

3.OG

OKFF OKRD

9,26

365 1,00

UK Träger 7,96

54 50

2,52

6,26

Parkplatz Kraftrad

BF NGF RU LRH S xx

2.OG

100

6,26

Bruttofläche Nettogrundfl Raumumfan Lichte Raum Schachtnr. x

Bemaßung von Roh

100

Bemaßung von Rau

Achsen Unterverteilung

LUFTRAUM ÜBER VPS

Heizkreisverteilung

HKV1

5,31

03 280

Wohnungsnummer

Rohbauöffnung / L 76 / 69 cm 885 / 82 cm 101 / 94 cm

1,34

2.OG

7,96

Haustrennlinie

P KRAD

8,46

Stahl- Verbundträger nach Vorgabe AL- Verbungträger GmbH

UK Träger

7,96

2,52

8,96

2,455

3,02

UKRD

Grenze Realteilung

9,38 37.4.2

Stahl- Verbundträger nach Vorgabe AL- Verbungträger GmbH

7,96

1,18

365 1,48

1,00

8,46

30 50

UKRD

8,96

Grundstücksgrenze

9,38

9,26

OKRD

1,385

9,38

OKFF

Oberkante Rohdeck

3.OG 30

9,38

Loggia 39.3.1.9

Flur

2,455

Zimmer 1

2,50

2,455

2,78

Oberkante Fertigfuß

Bereiche abgehängt Ausführungsplanung:

Die vorliegende Ausführungsplanung Ausführungsempfehlung. Gemäß Vertrag sind sämtliche Doku Leistungsphase 5 durch den GU zu verbessern und in eigener Verantwo freizugeben.

STADTPLATZ

1.OG

1.OG 3,14

Nullpunkt des Gebäudes: ±0,00 =

3,14 2,65

OKRD KITA

Projekt:

DEN36 Dennewitzstraße D - 10785 Berlin

FEUERWEHRDURCHFAHRT

EG EG

Bauherr:

KLARBAU GmbH & Co. Berlin KG Helmholtzstraße 2-9 D-10587 Berlin

GRÜNER HOF

0,80

Planung:

OKBP 0,00

STADTPLATZ

varriert

Arin Burda Architekte Helmholtzstraße 2-9 1 Berlin Tel. +49 30 6898 mail@arinburda.com

-0,84

-0,40

Brandschutzvorhang

UKRD

-0,60

3 60

OKBP

-0,40 OKFF -0,40

Planungsphase:

2,06 1,50

Rampe 1,6° -3,70

-3,50

135

-3,61

OKBP

295

Rampe 6°

725

OKBP

-3,58

KELLER OKBP

Haus2 - Schnitt 01

TIEFGARAGE

OKBP -3,30

Zeichnung:

2,62

2,31

OKBP

755

2,05

KELLER

TIEFGARAGE Rinne 30x4

-1,44

2,28

UKRD

Leistungsphase 05

Ä-ID Änderung

-3,30

1,6°

UKSauber

-4,73

UKSauber

-4,905

UKBP

-4,05 Freigegeben von:

UKBP

-4,80

Geprüft von: Gezeichnet von:

H2 S02

BJR Entworfen von: Symbol

Dennewitzstraße

1 us Ha

3 us Ha

Haus 2

Parkanlag

Datum:

13 Maßstab: 0

DEN36 Haus2

Blattgröße:

91,0

C C

DRAUFSICHT BALKONPLATTE/HORIZONTALSCHNITT IM 35 35

1,10 1,10

3,85

VORDERKANTE FASSADE

3,85

LAGEPLAN BALKONPLATTE SCHNITT B-B LAGEPLAN BALKONPLATTE SCHNITT B-B

4,30 4,06 4,30

24 12 14 12 814 24 8

12 10 12

DN 75

24 8

10 10

DEN36 DEN36 Balkon 37.3.1.9 Balkon 37.3.1.9 D119Aa_V D119Aa_V

515

C C

20 20

30 30 50 50

6 6 28 286 6

GEFÄLLE GEFÄLLE

GELÄNDER GELÄNDER AUFKANTUNG AUFKANTUNG 6cm VERSPRUNG UK BALKONPLATTE 6cm VERSPRUNG UK BALKONPLATTE

ACHSE HALFENSCHIENE

SEITENANSICHT SEITENANSICHT WEST WEST

A A

VORDERKANTE FASSADE

AUSSENKANTE BALKONPLATTE AUSSENKANTE BALKONPLATTE

GEFÄLLE GEFÄLLE

24 8

B B

10 10

2,00 2,00

B SEITENANSICHT SEITENANSICHT OST OST B ACHSE HALFENSCHIENE

ACHSE HALFENSCHIENE

4,15

316

SSADE

35 SSADE 35

1212 14148 8 2424

Dennewitzstra DEN36 D - 10785 Berl Dennewitzstra D - 10785 Berl Bauherr:

Bauherr: KLARBAU Gmb Helmholtzstraß KLARBAU Gmb D-10587 Berlin Helmholtzstraß D-10587 Berlin Planung:

Planung: Arin Burda Arch Helmholtzstraße Arin Burda 10587 BerlinArch Helmholtzstraße Germany 10587 Berlin Tel. +49 30 6898 Germany mail@arinburda Tel. +49 30 6898 Planungsphase: mail@arinburda

34 34 6 6

VORDERKANTE FASSADE 1,10 1,10

DN 75 DN 100

Ausführungsp1 Planungsphase: 1 Zeichnung:

15 Ausführungsp Balkon 37.3.1. 15

Zeichnung: Balkon 37.3.1. Änderungen:

30.10.18: Positione Änderungen:

ANSICHT ANSICHT

Ostseite aktualisier 30.10.18: Positione Ostseite aktualisier

DRAUFSICHT BALKONPLATTE/HORIZONTALSCHNITT IM BEREICH AUSSENWAND DRAUFSICHT BALKONPLATTE/HORIZONTALSCHNITT IM BEREICH AUSSENWAND 53

7 7

DEN36 Projekt:

20 12 10 12

5 5 15 15

DRAUFSICHT DRAUFSICHT

1,30

DN 100

1,501,50

50 50 18 1824 24 60 60

A A

VORDERKANTE FASSADE VORDERKANTE FASSADE

4,06

12 12 38 38 10 108

628 28 2 42 4

C C24

ISOKORB o. DÄMMUNG 24 ENTSPRECHEND STATIK ISOKORB o. DÄMMUNG VORDERKANTE FASSADE 24 VORDERKANTE ENTSPRECHEND STATIK FASSADE35 1,30 35

B B

Diese Zeichnung und diese urheberrechtlich geschützt ohne schriftliche Genehm Diese Zeichnung und diese Aufgrund der unterschi urheberrechtlich Drucker dürfengeschützt nur ohne schriftliche Genehm Abmessungen verwendet w Aufgrund der unterschi Baustelle zu prüfen. D Drucker nur Ve Verbindungdürfen mit den Abmessungen verwendet w diesbezüglichen Grundrisse Baustelle D werden. Eszu istprüfen. nicht fü Verbindung solange mit denesVe zugelassen n diesbezüglichen Grundrisse wurde. werden. Es ist nicht fü zugelassen solange es n wurde. Projekt:

1,10 1,10

VORDERKANTE FASSADE

18 18 24 24

2 12

SCHÖCK SCHÖCK ISOKORB ISOKORB o.glw. o.glw.

EPLAN EPLAN

3,73

50 50 60 60

OK BETONWERKSTEINPLATTEN

B B

OK BETONWERKSTEINPLATTEN

GEFÄLLE

8 8

24 8 24 8

+3,14 = OKF 1.OG +3,14 = OKF 1.OG

A A

TYP 119A TYP 119A

6 28 28 6

3,73

VORDERKANTE FASSADE

TT C-C TT C-C

30 30

BALKONPLATTE ANSICHT SCHNITT C-C C-C BALKONPLATTE SCHNITT ANSICHT

TT A-A TT A-A

1,76 1,76 2,06 2,06

6 28 6

TK TK

18 18

28 6

24 2 2

34 34 6 6

BALKON 38.2.2.9

12 12

15 15

b b

VORDERKANTE FASSADE

30 12

3° 3°

24 24

2,00 2,00

1,50 1,50

22 22 18 18 12

TK TK 1 1

VORDERKANTE FASSADE VORDERKANTE FASSADE

6 6

SEITENANSICHT SEITENANSICHT OST OST ANSCHLUSS SIEHE BALKON ANSCHLUSS 38.2.2.9 SIEHE

1,30 1,30

6 6 28 282 2 4 4

SCHÖCK SCHÖCK ISOKORB ISOKORB o.glw. o.glw.

HT HT WEST WEST

1,30 1,30 KNICKPUNKT FASSADE KNICKPUNKT FASSADE

BALKONPLATTE BALKONPLATTE SCHNITT SCHNITT A-A A-A

10 10

2,00 2,00

53 53

4,07 4,07

1,30 18 12 1,30 18 12

8 8

34 34 6 6

24 24

34 34 6 6

22 22 44

1,6% GEFÄLLE 1,6% GEFÄLLE

VORDERKANTE FASSADE VORDERKANTE FASSADE

35 35

E FASSADE E FASSADE

22 22

2222 1818 3434 6 6

2222 1212

32 32

6 6 2828 6 6

ANSCHLUSS 4,03 5 12 SIEHE 7 4,15 SIEHE 4,03 5 12 BALKON 7 4,15 +3,14 = 12 BALKON 38.2.2.9 = +3,14 12 OK BETONWERKSTEINPLATTEN 1.OG OKF 38.2.2.9 15 OK BETONWERKSTEINPLATTEN OKF 1.OG 15 2° 2° DRAUFSICHT BALKONPLATTE/HORIZONTALSCHNITT IM

ABWEICHUNGEN SIND UMGEHEND DER BAULEITUNG MITZUTEILEN.

1,30

1,05

53 KNICKPUNKT FASSADE 1,30

1,30

1,05

Genehmigt von: Genehmigt von: Geprüft von:

4,15

DRAUFSICHT BALKONPLATTE/HORIZONTALSCHNITT IM BEREICH AUSSENWAND

ADE

Genehmigt von:

1,30

1,05 Geprüft von:

KNICKPUNKT FASSADE

ocb Gezeichnet von: SCHÖCK ISOKORB o.glw.

hf Entworfen von:

1,10

aba Symbol Dennewitzstraße

Haus 3 Haus 2

28 6

34 6 12

Parkanla

Datum: Maßstab:

Papiergröße:

42 x

BALKON 37.3.1.9 & 37.5.1.9

TYP 119A

ANSICHT

OST

Zeichnungsnummer:

DEN36_05_D119Aa

ALLE MASSE SIND VOR ORT ZU PRÜFEN!

30 12

2°

34 6

18 6

OK BETONWERKSTEINPLATTEN

22 34

+3,14 = OKF 1.OG

ANSCHLUSS SIEHE BALKON 38.2.2.9

1,6% GEFÄLLE

4,03

ABWEICHUNGEN SIND UMGEHEND DER BAULEITUNG MITZUTEILEN.

4,07

BALKONPLATTE SCHNITT A-A

VORDERKANTE FASSADE

5. OG

30 1,50

1,76 2,06

+18,74

+15,62

12 14 8

6. OG

28 2 4

3°

7. OG +21,98

2,00

22 18

BALKONPLATTE SCHNITT C-C

4. OG +12,50

24 8

3. OG

+9,38

2. OG

+6,26

1. OG

18 50 60

+3,14

LAGEPLAN

-0,40

B 5

15 1

DRAUFSICHT BAL 13 VORDERKANTE FASSADE

2 Stelzlager 3 Abdichtung AlleAlle Maße Ort zuprüfen! prüfen! Maßesind sind vorLoggia Ort zu 4 vor Betonplatte Abweichungen sind umgehend umgehend der Bauleitung mitzuteilen. Abweichungen sind der Bauleitung mitzuteilen. 5 Ablaufrinne 6 Dreifachverglasung 1 Betonwerkstein 600x600x40 mm 7 Fensterflügel 1 2 Betonwerkstein 600x600x40 mm Stelzlager 8 Fensterrahmen 2 3 Stelzlager Abdichtung 9 Fensterprofilverlängerung 3 4 Abdichtung 12 Loggia Betonplatte 10 trittfeste Dämmung 035 13 Ablaufrinne 4 5 Loggia Betonplatte 11 Isokorb gemäß Statik 30 Dreifachverglasung 5 6 Ablaufrinne 12 Dämmung 035 160 mm 14 Fensterflügel 6 7 Dreifachverglasung 8 Fensterrahmen 13 AussenPutz 10 mm 2 1615 24 7 9 Fensterflügel Fensterprofilverlängerung 16 14 Konsole gemäß Statik 12 8 10Fensterrahmen trittfeste Dämmung 035 17 2 16 13 15 Putzträger 18 9 11Fensterprofilverlängerung Isokorb gemäß Statik 30 19 12 16 Sonnenschutzmarkisolettenkasten Dämmung 035 160 mm 14 1012trittfeste Dämmung 035 13 17 Dämmung 035 30 mm AussenPutz 10 mm 15 1113Isokorb gemäß Statik 30 16 18 gemäß Revisionsöffnung Sonnenschutz 14 Konsole Statik 12 Dämmung 035 160 mm 14 17 15 Putzträger 19 Putzabschlußprofil 18 1316AussenPutz 10 mm 15 19 Sonnenschutzmarkisolettenkasten Außen 15 Kpmpriband 16 1417Konsole gemäß Dämmung 035 30Statik mm 3 11 3 16 Randdämmstreifen 17 1518Putzträger Revisionsöffnung Sonnenschutz 18 17 Zweischicht Stabparkett 13mm 19 Putzabschlußprofil 1619Sonnenschutzmarkisolettenkasten auf Verklebung 2 mm Außen 15 Kpmpriband 17 Dämmung 035 30 mm 3 11 18 Zementheizestrich Randdämmstreifen 1816Revisionsöffnung Sonnenschutz 17 Zweischicht Stabparkett 13mm mit 19 Verlegenoppenmatte 19 Putzabschlußprofil auf Verklebung 2 mm Fußbodenheizung (vor dem Fenster Außen 1518Kpmpriband Zementheizestrich Verdichtung der Heizschleifen) 1619Randdämmstreifen Verlegenoppenmatte mit 20 Haltwinkel dieFenster Markisolettenschiene Fußbodenheizung (vorfür dem 17 Zweischicht Stabparkett 13mm 21 Holzleiste Verdichtung der 2 Heizschleifen) auf Verklebung mm 22 Randdämmstreifen Haltwinkel für die Markisolettenschiene 1820Zementheizestrich 21 Holzleiste 23 Zweischicht Stabparkett 13mm auf 1922Verlegenoppenmatte mit Randdämmstreifen Verklebung 2 mm (vor13mm dem Fenster 23Fußbodenheizung Zweischicht Stabparkett 24 Zementheizestrich auf Verdichtung Verklebung 2 der mm Heizschleifen) mit Fußbodenheizung 25 Verlegenoppenmatte Zementheizestrich 2024Haltwinkel für die Markisolettenschiene (vor dem Fenster Verdichtung der Heizschleifen) 25 Verlegenoppenmatte mit Fußbodenheizung 21 Holzleiste 26 Trittschaldämmung (vor dem Fenster Verdichtung der Heizschleifen) 2226Randdämmstreifen Trittschaldämmung 27 Stahlbodendecke 2327Zweischicht Stabparkett 13mm auf Stahlbodendecke 28 Spachtlung + Anstricht Verklebung mm 28 Spachtlung 2 + Anstricht 29 Kompriband Kompriband 2429Zementheizestrich 30 Neoprenstreifen Neoprenstreifen 2530Verlegenoppenmatte mit Fußbodenheizung (vor dem Fenster Verdichtung der Heizschleifen) 26Die Trittschaldämmung Ausführung ist den Ausführungsdetails des Außen Die Ausführung ist den Ausführungsdetails des Außen 27Herstellers Stahlbodendecke anzupassen. Herstellers anzupassen. 28Dämmstoffdicken Spachtlung + und Anstricht -klassen sind nach Angaben der Dämmstoffdicken und -klassen sind nach Angaben der 29Fachplanung Kompriband auszuführen. Fachplanung auszuführen. Maße sind vom GU vor Ort zu überprufen. 30Alle Neoprenstreifen 1

115

Blech

Putz

Innen

Blech

Putz

Innen

Blech

Putz

Alle Maße sind vom GU vor Ort zu überprufen.

werden. Es ist nicht für die bauliche Umsetzung zugelassen solange es nicht geprüft und freigegeben wurde.

Projekt:

Diese Zeichnung und dieser Entwurf sind durch Gesetze urheberrechtlich geschützt. Kein Teil dieses Plans darf ohne schriftliche Genehmigung vervielfältigt werden. Aufgrund der DEN36 unterschiedlichen Skalierungen der Drucker dürfen nur die Dennewitzstraße schriftlich 36-44 vermerkten Abmessungen verwendet werden. Alle D - 10785 Berlin Maße sind auf der Baustelle zu prüfen. Diese Zeichnung muss in Verbindung mit den Vertragsfestlegungen und den Bauherr: Bauherr: diesbezüglichen Grundrissen und Zeichnungen gesehen werden. Es ist nicht für die bauliche Umsetzung zugelassen KLARBAU GmbHsolange & Co.es nicht geprüft und freigegeben wurde.

KLARBAU GmbH & Co. Berlin KG Helmholtzstraße 2-9 Helmholtzstraße 2-9 DEN36 D-10587 Berlin D-10587 Berlin Dennewitzstraße 36-44 Planung: D - 10785 Berlin

Putz

7 Außen 8

2 3 4 5

7 8 9

Ausführungsplanung (LPH5)Berlin D-10587

4 8

622

2 3 4 5

21 22 23 24 25 26 27 22

Unterzug höhe ist unterschiedlich in jederGeschoss: 1OG-5OG 66,5 cm 6OG 80,5 cm Staffel 112,5 cm

445 1

10 11

15 16

115

Freigegeben von: Entworfen von:

12 13 14

Dennewitzstraße

Unterzug höhe ist unterschiedlich in jederGeschoss: 1OG-5OG 66,5 cm 6OG 80,5 cm Staffel 112,5 cm

2 20

Innen

17 18 19 5 4

Blech

Putz

Außen

25 1

115

Hotel

Gezeichnet von:

Blattgröße:

Haus 3 Haus 2

Haus 1

Parkanlage

1:10

Symbol Datum: 297x420 (A3 H) Dennewitzstraße

DEN36_05_D311.21

Maßstab:

2 20

Dennewitzstraße

Entworfen von:

Zeichnungsnummer:

25 25

Haus 1

Maßstab:

Innen

17 18 19 5 4

Geprüft von: Symbol

Parkanlage

Außen

Haus 3 Haus 2

Datum:

Blech Putz

15 16

445

2 20

DEN36 Häuser Balkonfenster D311.21

Häuser Gezeichnet - Balkonfenster von:

Symbol

13 14

Zeichnung:

12 5

17 18 19 5 4

Ausführungsplanung (LPH5) Geprüft von:

Unterzug höhe ist unterschiedlich in jederGeschoss: Entworfen von: 1OG-5OG 66,5 cm 6OG 80,5 cm Staffel 112,5 cm

13 14 15 16

Planungsphase:

Ausführungsplanung (L Häuser - Balkonfenster Planung: Zeichnung: Arin Burda Architekten Freigegeben von: Häuser2-9 - Balkonfens Helmholtzstraße 10587 Berlin, Deutschland Geprüft von: DEN36@arinburda.com Freigegeben von: Gezeichnet von:

10 11

7 8 9

445

DEN36 Häuser Balkonfenster D311.21

Putz

10 11

Planungsphase:

Zeichnung:

Helmholtzstraße 2-9 DEN36@arinburda.com

Planungsphase:

Projekt:

Planung: Arin Burda Architekten Bauherr: Helmholtzstraße 2-9 Arin Burda Architekten 21 22 23 24 25 26 27Berlin, Deutschland KLARBAUHelmholtzstraße GmbH & Co. 10587 2-9 Innen DEN36@arinburda.com Berlin KG10587 Berlin, Deutschla

21 22 23 24 25 26 27

DEN36 Dennewitzstraße 36-44 D - 10785 Berlin

Innen Berlin KG

Innen

Putz

2 3 4 5

Diese Zeichnung und dieser Entwurf sin urheberrechtlich geschützt. Kein Teil dieses schriftliche Genehmigung vervielfältigt werd unterschiedlichen Skalierungen der Drucke Diese Zeichnung und dieser Entwurf sind durch Gesetze urheberrechtlich geschützt. Kein Teil dieses Plans darf ohne schriftlich vermerkten Abmessungen verwen schriftliche Genehmigung vervielfältigt werden. Aufgrund dersind auf der Baustelle zu prüfen. Diese Maße unterschiedlichen Skalierungen der Drucker dürfen nur die in Verbindung mit den Vertragsfestlegu schriftlich vermerkten Abmessungen verwendet werden. Alle diesbezüglichen Grundrissen und Zeichn Maße sind auf der Baustelle zu prüfen. Diese Zeichnung muss werden. in Verbindung mit den Vertragsfestlegungen und den Es ist nicht für die bauliche Umse solange es nicht geprüft und freigegeben wu diesbezüglichen Grundrissen und Zeichnungen gesehen

Die Ausführung ist den Ausführungsdetails des Herstellers anzupassen. Dämmstoffdicken und -klassen sind nach Angaben der Fachplanung auszuführen. Alle Maße sind vom GU vor Ort zu überprufen.

Innen

Haus 3 Haus 2

Haus 1

Hotel

Blech

Parkanlage

Putz

Außen

Blattgröße:

Innen

297x4 Datum: Maßstab: 0

Zeichnungsnummer:

DEN36_05_D311.21 4m

1:10

Alle Maße sind vor Ort zu prüfen! Abweichungen sind umgehend der Bauleitung mitzuteilen.

25 20

Unterzug höhe ist unterschiedlich in jederGeschoss: 1OG-5OG 66,5 cm 6OG 80,5 cm Staffel 112,5 cm

445

2 21

5 4

445

4 8

1 55 25 20

445

Innen

18 19 20 5 4

Innen

Außen

Aus

Zeichn

Häus

16 17

18 19 20 5 4

Freige

115

Geprü

2 21 9 10

16 17

Blech Putz

Planu 9 10

Gezei Putz

Außen 1

115

Entwo

Symb

115

Blech Putz

Arin 16 Helm 105 DEN

Außen

5% 115

16 17

Unterzug höhe ist 185 unterschiedlich in jederGeschoss: 5% 1OG-5OG 66,5 cm 6OG 80,5 cm Staffel 112,5 cm

445

5 4

Planu

18 19 20

13 14

18 16

16 17

115

KLA Ber Helm D-1

Blech

6 7 8 9 10 11

25 20

9 10

25 20

1 55

38 11

Blech

Bauhe

175

13 14 Putz

Innen

Außen

185

22 23 24 25 26 27 28 29

DEN Den D-

Innen

6 7 8 9 2 10 11

2 21

Außen

18 19 20

Putz

1 2

18 19 20 5 4

22 Blech 5

16 17

22 23242526 2728 29

Außen

115

17 Projek

Innen

3 9 10

Putz

Blech

Diese urheber schriftlic untersch schriftlic Maße s in Ver 24 diesbez werden. Putz solange

Blech

175

2 21

1 55

22 5 4

Unterzug höhe ist unterschiedlich in jederGeschoss: 1OG-5OG 66,5 cm2728 29 22 23242526 6OG 80,5 cm Staffel 112,5 cm

1 55

18 19 20

25 20

6 7 8 9 10 11

16 17

Putz

445

13 14

Außen

Innen 75

Außen

2 3

9 10

6 7 8 9 10 11

1 55 25 20

6 7 8 9 10 11

9 10

Putz

185

2 21

DEN36 Häuser Französischesfenster I D311.19

Blech

22 23 24

175

Blech 6

22 23242526 2728 29

Putz

1 17

26 Verlegenoppenmatte mit Fußbodenheizung

e Ausführung ist den Ausführungsdetails des rstellers anzupassen. mmstoffdicken und -klassen sind nach A gaben der Fachplanung auszuführen. e Maße sind vom GU vor Ort zu überprufen.

Außen

Putz

1 2 3

Revisionsöffnung Sonnenschutz (vor dem Fenster Verdichtung der 1 2 Putzabschlußprofil Heizschleifen) 3 Haltwinkel für die Markisolettenschiene 27 Trittschaldämmung 4 Holzleiste 5 28 Stahlbodendecke Randdämmstreifen 29 Spachtlung + Anstricht A B 6 Zweischicht Stabparkett 13mm auf 7 8 Verklebung 2 mm 9 Die Ausführung ist den Ausführungsdetails des 10 Zementheizestrich 11 Herstellers anzupassen. DEN36 Verlegenoppenmatte mit Fußbodenheizung Häuser Dämmstoffdicken und -klassen sind nach (vor dem Fenster Verdichtung der Französischesfenster I izschleifen) D311.19 Angaben der Fachplanung auszuführen. A B Trittschaldämmung Alle Maße sind vom GU vor Ort zu überprufen. Stahlbodendecke Spachtlung + Anstricht 1 55

Innen

Außen

1 Stahlgeländer 2 Sonnenschutzmarkisolettenschiene 3 Dreifachverglasung 4 Fensterflügel 5 Fensterrahmen 6 Fensterprofilverlängerung 7 vorgefertigtes Formteil 8 Dämmstreifen 035 25 mm Alle Maße sind vor Ort zu prüfen! 9 Neoprenstreifen Abweichungen sind umgehend der Bauleitung mitzuteilen. 10 Konsole gemäß Statik 1 Dämmung Stahlgeländer 11 035 160 mm 2 Insektenschutzgitter Sonnenschutzmarkisolettenschiene 12 3 Stahlschwert Dreifachverglasung 13 zur Geländerbefestigung 14 4 Kompriband Fensterflügel 15 10 mm 5 Aussenputz Fensterrahmen 16 6 Putzträger Fensterprofilverlängerung 17 7 Sonnenschutzmarkisolettenkasten vorgefertigtes Formteil 18 035 30035 mm25 mm 8 Dämmung Dämmstreifen Revisionsöffnung Sonnenschutz e sind vor Ort zu prüfen! 19 9 Neoprenstreifen ngen sind umgehend der 20 Bauleitung mitzuteilen. Putzabschlußprofil 10 Haltwinkel Konsole gemäß Statik 21 für die Markisolettenschiene Stahlgeländer 11 Dämmung 035 160 mm 22 Holzleiste Sonnenschutzmarkisolettenschiene 12 Randdämmstreifen Insektenschutzgitter 23 Dreifachverglasung 13 Stahlschwert zur Geländerbefestigung 24 Zweischicht Stabparkett 13mm auf Fensterflügel 14Verklebung Kompriband 2 mm Fensterrahmen 15 Zementheizestrich Aussenputz 10 mm 25 Fensterprofilverlängerung 26 mit Fußbodenheizung 16 Verlegenoppenmatte Putzträger vorgefertigtes Formteil(vor dem Fenster Verdichtung der 17 Sonnenschutzmarkisolettenkasten Dämmstreifen 035 Heizschleifen) 25 mm 18 Dämmung 035 30 mm Neoprenstreifen 27 19Trittschaldämmung Revisionsöffnung Sonnenschutz Konsole gemäß Statik 28 20Stahlbodendecke Putzabschlußprofil Dämmung 035 16029 mm Spachtlung + Anstricht 21 Haltwinkel für die Markisolettenschiene Insektenschutzgitter 22 Holzleiste Stahlschwert zur Geländerbefestigung Die Ausführung ist den Ausführungsdetails des 23 Randdämmstreifen Kompriband Außen Herstellers anzupassen. 24 Zweischicht Stabparkett 13mm auf Aussenputz 10 mmDämmstoffdicken und -klassen sind nach Verklebung 2 mm Putzträger Angaben der Fachplanung auszuführen. Sonnenschutzmarkisolettenkasten 25 Zementheizestrich Alle Maße sind vom GU vor Ort zu überprufen. Dämmung 035 30 mm

2 21

Blech Putz

Innen

Außen

Datum

Maßst 0

Blattg

chesfenster I

Zeichn

+1 +1 ,9 0 O ,90 O K K M AU MAU E ER PA R PA R RK SE KSE ITIG ITIG

Brücke

3,75

Brücke

3,75

-0,5 -0,5 0O 0O KG KG EL EL ÄN ÄN DE DE 116° GAR GAR TE TE N N

C C

m m ,19 53,19 153 1

-0,50 (35,00) OK GELÄNDE GARTEN

3,75

-0,50 OK GELÄNDE GARTEN

-0,50 (35,00) OK GELÄNDE GARTEN

G x 18 ,65 26 9x x 18 ,65

Zimmer

DN 100

DN 75

+1,0 +1,0 0 OK 0 OK GE G LÄ ELÄ ND N E P DE P AR AR K K

DN 75

DN 100

DN 75

Zimmer

DN 75

Zimmer

DIN 100 RR DIN 75 RR DIN 100 RR DIN 75 RR 15

A A

B B

DIN 100 RR DIN 75 RR DIN 100 RR DIN 75 RR

-0,5 -0,5 0 (3 0 (3 5,0 5,0 0 ) O 0) O KG KG EL E ÄN LÄN DE D GA E GA RT R EN TEN

DIN 100 RR DIN 75 RR DIN 100 RR DIN 75 RR

Zimmer

A A Zimmer

116°

-0,50 OK GELÄNDE GARTEN

PARKSEITIG RAMPE (HÖHE VARIIERT)

Zimmer

HEB #1 79

+1,90 OK MAUER PARKSEITIG

34,185

15,50

PARKSEITIG RAMPE (HÖHE VARIIERT)

34,185

15,50 14

DIMENSIONIERUNG RIGOLE ENTSPRECHEND SIWAH PLAN DIMENSIONIERUNG RIGOLE ENTSPRECHEND SIWAH PLAN

HEB #1 79

+1,90 OK MAUER PARKSEITIG

C C

B B GRUNDRISS SÜD M 1:100

SCHNITT S

GRUNDRISS SÜD M 1:100

SCHNITT S

+2,53 (38,53) OK METALLZAUN 3 cm GEFÄLLE (3°) +2,53 (38,53) AUSSEN nach INNEN OK METALLZAUN 3 cm GEFÄLLE (3°) GRUNDSTÜCKSGRENZE AUSSEN +1,90 OK nach INNEN

25 20

0,0 (36,00)

VERBAUWAND MIT BETON VERFÜLLT

2,00

FUGE

ANSTIEG RAMPE PARKSEITIG

SCHNITT B-B M 1:50 3,99

3,265

1,70

50 15

2cm GEFÄLLE DIMENSIONIERUNG +1,90 RIGOLE AUSSEN NACH (37,90) INNEN (3°) ENTSPRECHEND SIWAH PLAN DIMENSIONIERUNG RIGOLE ENTSPRECHEND SIWAH PLAN

DETAIL SCH

Vorgaben Zaun entsprechend LOIDL "Flottwellpromenade Freinalagen BF N Planung vom 5.6.2013 Planzeichenlegende:

3 5

35 2cm GEFÄLLE AUSSEN NACH INNEN (3°)

+1,88 (37,88)

-0,30 OK GELÄNDE ACHSE P - X

DETAIL SCH

Alle Stahlteile DB 701 pulverbeschichtet. Ab 10cm OKG Ausführung der Mauer Hersteller Zaunanlage Metalco Elsner in Gm Sichtbeton Statik. Berlin Modelgem.Vorgaben "Discreto variant".

METALLZAUN DOPPELPFOSTEN 80/20 QUERRIEGEL 40/20 FÜLLSTAB 30/15

8 5

Wenn nicht anders angegeben: Ausführungsplanung: 1 - Füllstab Rechteckrohr 30/15 mm mit Die vorliegende Ausführungsplanung ist e Querriegel verschweißt, l=900 mm Ausführungsempfehlung. 2 - Querriegel 40/20Dokument mm mit F Gemäß VertragFlachstahl sind sämtliche und Pfosten verschweißt, l=1980 mm Leistungsphase 5 durch den GU zu prüfe 3 - Geländerpfosten, Flachstahl 80 x 20 m verbessern und in eigener Verantwortung Flanschplatte angeschweißt, l = 1190 mm freizugeben. 4 - Flanschplatte 200 x 200 x 12 mm, 4 S Bohrungen, Befestigung an bauseitiger Höhenbezugspunkte: Betonmauer mit 4 Stk FAZ II 12730 gem. Nullpunkt Gebäudes: ±0,00 = 36,00 Vorgaben des Statik

+1,90 (37,90)

MAUERKOPF M 1:10

1,70

FUGE - MITTIG ZWISCHEN HEB

HEB #188

HEB #187

30 10 4

HEB #186

HEB #185

SCHNITT C1-C1 M 1:50 8,48

SCHNITT M 1:50 3,87C-C 5

1,70

Blitzschutz: Alle Stahlteile DB 701 pulverbeschichtet. Planung, undMetalco Einbau Elsner erfolgt du HerstellerLieferung Zaunanlage Gm Generalunternehmer Berlin Model "Discreto variant".

1,70 116°

ABSTAND INNERER KNICKPUNKT MAUER - ACHSE 17

1,70

AUSSENKANTE MAUER ÜBER FUGE BELÜFTUNG GARAGE

+1,90 OK MAUER PARKSEITIG

-0,50 OK GELÄNDE GARTEN 1,70 1,70

FUGE

4,00

+1,00 OK PARKEBENE

-0,50 OK GARTEN

2,01

GRUNDSTÜCKS GRENZE

30 30 10 4

148°

Wenn nicht anders angegeben: 1 - Füllstab Rechteckrohr 30/15 mm mit Querriegel verschweißt, l=900 mm 2 - Querriegel Flachstahl 40/20 mm mit F und Pfosten verschweißt, l=1980 mm 3 - Geländerpfosten, Flachstahl 80 x 20 m Flanschplatte angeschweißt, l = 1190 mm 4 - Flanschplatte 200 x 200 x 12 mm, 4 S Bohrungen, Befestigung an bauseitiger Betonmauer mit 4 Stk FAZ II 12730 gem. Vorgaben Statik

1,90

1,70

HEB #191

HEB #192

FUGE

+1,07 OK MAUER PARKSEITIG

FUGE - MITTIG ZWISCHEN HEB

HEB #184

HEB #183

HEB #182

SCHNITT C2-C2 M 1:50

GRUNDSTÜCKSGRENZE

Grundleitungen: Planung, Lieferung und Einbau erfolgt du Planzeichenlegende: Generalunternehmer

HEB #181

HEB #180

Ausführungsplanung: Haustechnik: Die vorliegende Ausführungsplanung ist e Werkplanung, Lieferung und Einbau erfolg Ausführungsempfehlung. den Generalunternehmer Gemäß Vertrag sind sämtliche Dokument Leistungsphase 5 durch den GU zu prüfe verbessern und sind in eigener Alle Maße vorVerantwortung Ort zu prü freizugeben. Abweichungen sind umgehen

HEB #179

MAUERKOPF M 1:10 9,73

ANSTIEG RAMPE PARKSEITIG

2,00

FUGE

FUGE 90

ANSTIEG RAMPE PARKSEITIG 3,99

+1,07 OK MAUER (37,07) PARKSEITIG

1,705 2,01 48

FUGE - MITTIG ZWISCHEN HEB

HEB #188

3,875

4,00

1,70

HEB #187

1,70

HEB #186

HEB #185

1,70

FUGE - MITTIG ZWISCHEN HEB

HEB #184

1,70

FUGE 1,70

B MAUER PARKSEITIG HEB +1,90H EOK

#183

ANSTIEG RAMPE PARKSEITIG FUGE

FUGE

#182

GRUNDSTÜCKSGRENZE

8,48 120°

1,70

FUGE

GRUNDRISS OST 1 M 1:50

+0,00 (36,00) -0,50 GARTEN +2,53OK OK GELÄNDE METALLZAUN

+0,00 (36,00)

KNICK GRUNDSTÜCKSGRENZE 1,70

HEB #180

-0,50 +2,53OK OK GARTEN METALLZAUN

HEB #173

+1,18 FUGE (37,18)

1,70 97

1,82

9 x 26 x 18,65

2,79

1,48

3,85

1,48

1,82

50 FUGE

3,35

ÖFFNUNG

FUGE KANTE MAUER

1,00

GARTENTRENNUNGSMAUER

-0,90 OK ROHBAU DECKE UG 4,20

1,67

2,60

4,30

GARTENTRENNUNGSMAUER

MAUER ZUM HAUS 2

4,07 ABSTAND INNERER KNICKPUNKT MAUER - ACHSE 17

+1,90 OK MAUER PARKSEITIG FUGE

+1,00 OK GELÄNDE PARK

FUGE

4,25

2,015

1,75

N O

GARTENTRENNUNGSMAUER

9 x 26 x 18,65NOTFLUCHTTÜR

3,85

2,01

FUGE

1,67 FUGE

NOTFLUCHTTÜR

2,60

GARTENGARTENTRENNUNGSTRENNUNGS+2,53 OK METALLZAUN MAUER MAUER

-0,90 OK ROHBAU DECKE UG

FUGE

GARTENTRENNUNGSMAUER

+1,90 OK MAUER PARKSEITIG FUGE

FUGE

4,30

+1,00 OK GELÄNDE PARK

4,645

4,435

MAUER ZUM HAUS 2

FUGE

+1,90 OK MAUER PARKSEITIG

FUGE28

4,25

FUGE

N O

+1,00 OK GELÄNDE PARK

1,75

2,01

+0,00 (36,00)

4,395

-0,50 GARTEN +2,53OK OK GELÄNDE METALLZAUN

20.7.2018, Fugen

Projekt:

-0,50 OK GARTEN

1,00

1,33

NOTFLUCHTTÜR KANTE MAUER

HEB #180

HEB #181

-0,50 OK GELÄNDE GARTEN

LÜFTUNGSSCHACHT C2

GARTENTRENNUNGSMAUER FUGE

FUGE

+1,90 OK MAUER PARKSEITIG

HEB #182

HEB #183

4,30

FUGE

2,01

I 5

GARTENTRENNUNGSMAUER

9 87

LÜFTUNGSSCHACHT 1,38 63

ABSTAND FUGEN

HEB #179

HEB #184

-0,50 OKOKG GELÄNDE GARTEN VERBAUTRÄGER #179 -197 SIND AUF -0,10m RAMPE ZU KÜRZEN

+1,00 OK GELÄNDE PARK

Diese Zeichnung und dieser Entwurf sind dur urheberrechtlich geschützt. Kein Teil dieses Plan schriftliche Genehmigung vervielfältigt werden. A unterschiedlichen Skalierungen der Drucker dür schriftlich vermerkten Abmessungen verwendet w Maße sind auf der Baustelle zu prüfen. Diese Zeich in Verbindung mit den Vertragsfestlegungen diesbezüglichen Grundrissen und Zeichnunge werden. Es ist nicht für die bauliche Umsetzung solange es nicht geprüft und freigegeben wurde.

ANSTIEG RAMPE

1,70 1,48

-0,90C1 OK ROHBAU DECKE UG

1,33

+1,90 OK MAUER PARKSEITIG +1,00 OK GELÄNDE PARK

ABSTAND INNERER KNICKPUNKT MAUER - ACHSE 17

FUGE

HEB #185

HEB #186

HEB #187 1,00

HEB #174

4,07

1,55

HEB #175

4,20

HEB #188

-0,50 OK GELÄNDE GARTEN

4,30 FUGE

1,55

1,48

DEN36 Dennewitzstraße 36-44 D - 10785 Berlin Bauherr:

KLARBAU GmbH & Co. Berlin KG Helmholtzstraße 2-9 D-10587 Berlin

Diese Zeichnung und dieser Entwurf sind dur urheberrechtlich geschützt. Kein Teil dieses Plan schriftliche Genehmigung vervielfältigt werden. A unterschiedlichen Skalierungen der Drucker dür schriftlich vermerkten Abmessungen verwendet w Maße sind auf der Baustelle zu prüfen. Diese Zeich Planung: in Verbindung mit den Vertragsfestlegungen diesbezüglichen Grundrissen und Zeichnunge werden. Es ist nicht für die bauliche Umsetzung solange es nicht geprüft und freigegeben wurde.

Arin Burda Architekten Helmholtzstraße 2-9

10587 Berlin, Deutschland Projekt: DEN36@arinburda.com DEN36 Planungsphase: Dennewitzstraße 36-44

Ausführungsplanung (LPH D - 10785 Berlin Zeichnung: Bauherr:

Fassade - & Co. KLARBAUEG GmbH Berlin KG Umfassungsmauer_Bla Helmholtzstraße 2-9 Freigegeben von: D-10587 Berlin

Geprüft von: Planung:

1,70

Arin Burda Architekten

HEB #181

Gezeichnet von: Helmholtzstraße 2-9

10587 Berlin, Deutschland hf DEN36@arinburda.com

Entworfen von: Planungsphase:

1,70

+1,00 OK GELÄNDE PARK HEB HEB #177 #176

HEB #182

2,20

1,55

HEB #174

+1,00 OK GELÄNDE7,63 PARK HEB #178

1,70

HEB #183

1,55

HEB C

FUGE#175

1,40

NOTFLUCHTTÜR

FUGE

HEB #176

1,70

HEB #184

ANSTIEG RAMPE

HEB #189

FUGE

3,35

+1,00 OK GELÄNDE PARK

4,60 15 GARTENTRENNUNGSMAUER

1,00

9 x 26 x 18,65

2,79 FUGE

9 87

1,82

+1,90 OK MAUER PARKSEITIG

1,33

FUGE

1,27

HEB #177

1,70

HEB #185

+0,00 (36,00)

965 HEB #190

+1,90 OK MAUER PARKSEITIG

1,70

OK MAUER PARKSEITIG VERBAUTRÄGER #179 -197 SIND AUF +1,90 -0,10m OKG RAMPE ZU KÜRZEN

2,00 2,00 4,605 15 HEB GARTENTRENNUNGSMAUER #191

+1,90 OK MAUER PARKSEITIG

+2,53 OK METALLZAUN

HEB #178

HEB #186

63 35

GRUNDRISS OST 1 M 1:50

HEB #179

1,70

HEB #187

FUGE

-0,90 OK ROHBAU DECKE UG 3,03 1,27 6,01

HEB KANTE #173 AUSSENWAND UG

-0,50 OK GELÄNDE GARTEN

1,70

HEB #188

HEB #174 1,55

+1,00 OK GELÄNDE PARK

116°

1,70 1,70

+2,53 OK METALLZAUN

-0,50 OK GELÄNDE GARTEN

HEB C #175 1,55

HEB #192

HEB #176 1,55 7,63

HEB #189

2,00

B H E 1,00 #193

9 HEB #177

1,55

2,00 1,82

4,30

8 HEB #178 1,40

ANSTIEG RAMPE

ANSICHT SÜD M 1:50

120° 1,38

HEB #194

1,27

1,57 80

HEB #195

FUGE

HEB #190

FUGE

HEB #179

4,27 +1,90 OK MAUER PARKSEITIG

6,01

10 FUGE

KANTE ANSTIEG RAMPE AUSSENWAND UG

1,27

1,425

1,705 1,70

2,00 2,00

HEB #191

3,03

9 x 26 x 18,65

585

Alle Maße sind vor Ort zu prü Abweichungen sind umgehen Bauleitung mitzuteilen!

OST 2 ANSCHLUSS ANSCHLUSS SIEHE SIEHE ANSICHT GRUNDRISS OST 2 OSTANSCHLUSS 2 SIEHE GRUNDRISS OST 2

HEB #192

HEB #196 -0,50 OK GELÄNDE GARTEN

116°

2,00 2,00

HEB #193

+0,00 (36,00) -0,50 OK GELÄNDE GARTEN

HEB #197

Haustechnik: Werkplanung, Lieferung und Einbau erfolg d Generalunternehmer 20.7.2018, Fugen den

+1,00 OK GELÄNDE PARK

HEB #179

ANSTIEG RAMPE

2,00 2,00

4,30

FUGE

60°

ANSICHT SÜD M 1:50 BEGINN RAMPE

2,00 2,00

HEB #194

+1,90 OK MAUER PARKSEITIG

1,53

+1,90 HEB #195 (37,90) +1,07 OK MAUER (37,07) PARKSEITIG 4,27

1,425

2,00ANSTIEG RAMPE

2,00 GARTEN -0,50 OK GELÄNDE

HEB #196

FUGE ANSTIEG RAMPE

2,00

585

Grundleitungen: Planung, Lieferung und Einbau erfolgt du Generalunternehmer

+2,53 OK METALLZAUN HEB #179

FUGE 1,57

FUGE

+0,00 (36,00)

HEB 54 #197

HEB #180

ANSTIEG RAMPE

FUGE

60°

885

1,70

HEB #181

9,73

GRUNDRISS SÜD M 1:50

KNICKPUNKT GRUNDSTÜCKSBEGINN GRENZE RAMPE

Blitzschutz: Planung, Lieferung und Einbau erfolgt du Generalunternehmer

1,70

KNICK GRUNDSTÜCKSGRENZE

+2,53 OK METALLZAUN 1,70 1,70 +1,90 OK MAUER PARKSEITIG

1,70

116°

1,70

ABSTAND INNERER KNICKPUNKT MAUER - ACHSE 17

1,70

2,00

Bauleitung mitzuteilen! Höhenbezugspunkte: Nullpunkt des Gebäudes: ±0,00 = 36,00

-0,50 OK GELÄNDE GARTEN 1,70 1,70

B B

2,00

FUGE

1,70

1,53

3,265

2,00

1,70

8 885

2,00 +1,07 OK MAUER PARKSEITIG

+1,90 GRUNDSTÜCKS GRENZE (37,90)

2,00 HEB #191

2,00

A A

2,00 HEB #192

885

HEB 2,00 #196 FUGE

2,00 HEB #193

25 30

HEB #197

2,00

HEB #194

HEB #195

HEB #190

KNICKPUNKT GRUNDSTÜCKSGRENZE

-0,50 OK GELÄNDE GARTEN 2,00

2,00

HEB #189

GRUNDRISS SÜD M 1:50 2,00 1,15

SCHNITT A-A M88 1:50

2,00 HEB

VERBAUWAND MIT #193 BETON VERFÜLLT

SCHNITT C2-C2 M 1:50

-0,50 OK GARTEN

VERBAUWAND

2,00

HEB #194

RIGOLE

+0,70 OK GELÄNDE ÜBER TG

-0,30 OK GELÄNDE ACHSE P - X

-0,50 OK GARTENEBENE

1,00

25 30

HEB #195

HEB #196 FUGE

+1,00 OK PARKEBENE

SCHNITT C1-C1 M 1:50

SCHNITT C-C M 1:50

1,00

10 90

-0,50 OK GELÄNDE GARTEN 2,00

2,00

HEB400 PROFIL ENDET 10cm UNTER OK GARTEN

AUSSENKANTE MAUER ÜBER BELÜFTUNG GARAGE

HEB #190

2,00

HEB #197

715

25 30

+0,70 OK GELÄNDE ÜBER TG

2,395

+0.23 OK GELÄNDE PARK, VARIIERT

GRENZE +1,90 OK MAUER PARKSEITIG

+1,00 OK PARKEBENE

HEB #189

1,15

RIGOLE

125 14

1,495

Ab 10cm OKG Ausführung der Mauer in Sichtbeton gem.Vorgaben Statik.

Vorgaben Zaun entsprechend LOIDL "Flottwellpromenade Freinalagen BF N Planung vom 5.6.2013

+1,88 (37,88)

125 30

GELÄNDEANSTIEG

(35,50) -0,50 (35,50)

+1,90 OK MAUER PARKSEITIG

715

+1,00 OK GELÄNDE PARK

13 77

+0,00 (36,00)

1,90

90 1,495

1,00

SCHNITT B-B M 1:50

-0.25 OK GELÄNDE PARK

-0,50 OK GARTEN

VERBAUWAND MIT BETON VERFÜLLT

3,03

A-A M 1:50

-0,30 OK GELÄNDE ACHSE P-X GARTEN

GRUNDSTÜCKS GRENZE

AUSSENKANTE MAUER ÜBER BELÜFTUNG GARAGE

DIN 100 RR DIN 75 RR DIN 100PARK RR DIN 75 RR GRUNDSTÜCKS 148°

PARK 14

3 90

2,395

90 77 1,00 60

60 6 29

+1,90 OK MAUER PARKSEITIG

VERBAUWAND MIT BETON VERFÜLLT

60 6 29 3,03

3 1,57

80 3

3,03

1,57

-0,50 2cm GEFÄLLE (3°) OK GARTEN AUSSEN nach INNEN

+1,00 OK PARKEBENE

94 45

Haus 3

VERBAUWAND MIT BETON VERFÜLLT

METALLZAUN DOPPELPFOSTEN 80/20 QUERRIEGEL 40/20 FÜLLSTAB 30/15

8 5

-0,30 OK GELÄNDE ACHSE P-X GARTEN

+0,70 OK GELÄNDE ÜBER TG

GRUNDSTÜCKS GRENZE +1,90 OK MAUER PARKSEITIG

AUSSENKANTE BELÜFTUNGSSCHACHT

SPIELPLATZ NACHBARGRUNDSTÜCK

Haus 3

+1,00 OK PARKEBENE

8 25

VERBAUWAND GELÄNDEANSTIEG

40 1

+1,07 (37,07)

+1,90 OK MAUER PARKSEITIG

GRUNDSTÜCKSGRENZE +1,90 OK MAUER PARKSEITIG

1,12

-0,50 OK 3cm GEFÄLLE (3°) GARTENEBENE AUSSEN nach INNEN

RIGOLE

DIN 100 RR DIN 75 RR DIN 100 RRPARK DIN 75 RR GRUNDSTÜCKS GRENZE

GARTEN

+0,70 OK GELÄNDE ÜBER TG

HÖHE STÜTZWAND 2cm GEFÄLLE (3°) SPIELPLATZ NACHBARAUSSEN nach INNEN GRUNDSTÜCK HEB400 PROFIL ENDET 10cm UNTER +1,07 +1,00 OK OK GARTEN (37,07) GELÄNDE PARK VERBAUWAND MIT BETON VERFÜLLT

+1,00 OK PARKEBENE

RIGOLE

SCHNITT SÜD A-A M 1:100

DIN 100 RR GELÄNDEANSTIEG +0.23 OK GELÄNDE PARK, DIN 75 RR VARIIERT DIN 100 RR 3 cm GEFÄLLE (3°) AUSSEN nach INNEN DIN 75 RR

GRUNDSTÜCKSGRENZE

SCHNITT SÜD A-A M 1:100 DEN36 +1,07 (37,07) Fassade EG Süd Rigole DEN36 D210.16 Fassade EG Süd Rigole SCHNITT D210.16 -0,50

RIGOLE

GRUNDSTÜCKS GRENZE

AUSSENKANTE MAUER ÜBER BELÜFTUNG GARAGE

+0,00 (36,00) +2,53-0,50 (38,53) (35,50) OK METALLZAUN

-0.25 OK GELÄNDE PARK

2cm GEFÄLLE (3°) AUSSEN nach INNEN

+1,90 OK MAUER PARKSEITIG

GELÄNDEANSTIEG

+1,00 OK GELÄNDE PARK

-0,50 +2,53 (38,53) (35,50) OK METALLZAUN PARKSEITE

AUSSENKANTE BELÜFTUNGSSCHACHT

SPIELPLATZ NACHBARGRUNDSTÜCK

+1,07 (37,07)

+1,90 OK MAUER PARKSEITIG

-1,00 (35,00) OK RIGOLE

PARK

GARTEN

63 80

+1,00 OK GELÄNDE PARK

3,03

PARK

RIGOLE

GRUNDSTÜCKS GRENZE

50 50

HÖHE STÜTZWAND SPIELPLATZ NACHBARGRUNDSTÜCK +1,07 (37,07)

2cm GEFÄLLE (3°) AUSSEN nach INNEN

GARTEN

+1,00 OK 0,0 (36,00) -0,50 OK GELÄNDER PARK -1,00 (35,00) OK 0,0 (36,00) -0,50RIGOLE OK

485

GRUNDSTÜCKSGRENZE

+1,07 (37,07)

3cm GEFÄLLE (3°) AUSSEN nach INNEN

AUSSEN nach INNEN GRUNDSTÜCKSGRENZE

RIGOLE -1,00 (35,00)

PARK

1,12 43

RIGOLE 3 cm GEFÄLLE (3°) +2,53 (38,53) OK METALLZAUN

MAUER PARKSEITIG GRUNDSTÜCKSGRENZE +1,90 OK +1,00 OKPARKSEITIG MAUER GELÄNDER PARK

50 50

GARTEN

+2,53 (38,53) OK METALLZAUN PARKSEITE

RIGOLE -1,00 (35,00)

505 48

RIGOLE

-1,00 (35,00)

-0,50 (35,50)

-1,00 (35,00) -0,50 (35,50)

-0,83 (35,17)

-1,00 (35,00) 0,0 (36,00)

-0,50 (35,50)

-0,50 (35,50) -1,00 (35,00)

0,0 (36,00) -0,83 (35,17) 0,0 (36,00)

Ausführungsplanung (LPH

Symbol Zeichnung:

DENNEWITZSTRASSE

Fassade EG Umfassungsmauer_Bla 1 2 3 Freigegeben von:

LE PLAN

UK RIGOLE ENTSPRECHEND SIWAH PLAN a 26

,00 OK ELÄNDER PARK

0,0 (36,00) ÖHE 50 OK VARIIERT)

40 40

HEB #1 79

-0,50 (+35,50 üNN) OK GELÄNDE +1,90 OK MAUER PARKSEITIG GARTEN 34,185

-1,00 (35,00) OK RIGOLE

Arin Burda Architekten Helmholtzstraße 2-9 10587 Berlin, Deutschland DEN36@arinburda.com

GARTEN

-0,50 (35,50)

Rigole S

-1,00 (35,00)

GELÄNDEANSTIEG +0.23 OK GELÄNDE PARK, VARIIERT

Planungsphase:

-1,50 (34,50)

Ausführungsplanung (LPH5)

VERBAUWAND MIT BETON VERFÜLLT

Zeichnung:

Fassade EG - Süd Rigole Terrasse

Zimmer

Freigegeben von: Geprüft von:

-2,70 (33,30)

Gezeichnet von:

x 18 ,65

UK RIGOLE ENTSPRECHEND SIWAH PLAN

LE PLAN

+1,00 OK GELÄNDE PARK

-1,50 OK

SPIELPLATZ NACHBARGRUNDSTÜCK

Symbol

DIMENSIONIERUNG RIGOLE ENTSPRECHEND SIWAH PLAN

+1,90 OK MAUER PARKSEITIG

+0,00 (36,00)

Entworfen von:

-1,00 OK

Brücke

Planung:

jpb

RBAUWAND MIT TON VERFÜLLT

+1,07 (37,07)

KLARBAU GmbH & Co. Zimmer Berlin KG Helmholtzstraße 2-9 D-10587 Berlin

ZU G

116°

-0,50 OK GELÄNDE GARTEN

GRUNDSTÜCKSGRENZE

3,03

RUNDSTÜCKSGRENZE ,90 OK AUER PARKSEITIG

cm GEFÄLLE (3°) USSEN nach INNEN

VERBUNDBOHLEN SIND BIS AUF MIND. 1m UNTER GOK ZU ZIEHEN

GAR TE N

m ,19 153

-0,5 0O KG EL ÄN DE

+2,53 (38,53) OK METALLZAUN

+0,98 (36,98) OK RAMPE (VARIIERT)

3,75

Bauherr:

+1,0 0O K

5 50

GE LÄ ND EP AR K

Brücke

+0,98 (36,98) OK VERBAUWAND (VARIIERT)

DEN36 Dennewitzstraße 36-44 D - 10785 Berlin

DN 75

Projekt: 60

OK GE LÄ ND EG AR TE N 92

DN 100

1.OG

3 cm GEFÄLLE (3°) AUSSEN nach INNEN

+2,53 (38,53) OK METALLZAUN

R AB

-0,5 0 (3 5,0 0)

3cm GEFÄLLE AUSSEN NACH INNEN (3°)

Zimmer

DIN 100 RR DIN 75 RR

PA RK SE ITIG

+1,9 0O KM AU ER

SCHNITT SÜD B-B M 1:50

PARK

Datum: Maßstab: 4m 1:100, 1:20,

DETAIL SCHNITT C-C SÜD M 1:20

Blattgröße:

SCHNITT1:50 SÜD B-B M 1:50 910x594 (A1+ Q)

Zeichnungsnummer:

3 92 10

+2,53 (38,53) OK METALLZAUN 3 cm GEFÄLLE (3°) AUSSEN nach INNEN GRUNDSTÜCKSGRENZE +1,90 OK MAUER PARKSEITIG

0,0 (36,00)

-0,50 (35,50)

-1,00 (35,00)

+1,00 OK GELÄNDER PARK 0,0 (36,00)

-0,50 OK -1,00 (35,00) OK RIGOLE

-1,00 OK

Planung:

Arin Burda Architekten Helmholtzstraße 2-9 10587 Berlin, Deutschland DEN36@arinburda.com Planungsphase:

Ausführungsplanung (LPH5) Zeichnung:

Fassade EG - Süd Rigole Freigegeben von: Geprüft von: Gezeichnet von: Entworfen von:

-1,50 OK

DIN 100 RR DIN 75 RR

40 40

KLARBAU GmbH & Co. Berlin KG Helmholtzstraße 2-9 D-10587 Berlin

Symbol

VERBAUWAND MIT BETON VERFÜLLT

Haus 3

DEN36 Dennewitzstraße 36-44 D - 10785 Berlin Bauherr:

jpb

RIGOLE

485

RIGOLE

-0,50 (35,50)

VERBUNDBOHLEN SIND BIS AUF MIND. 1m UNTER GOK ZU ZIEHEN

Projekt:

25 20

-0,50 (+35,50 üNN) OK GELÄNDE GARTEN

+0,98 (36,98) OK RAMPE (VARIIERT)

5 50

+0,98 (36,98) OK VERBAUWAND (VARIIERT)

3cm GEFÄLLE AUSSEN NACH INNEN (3°)

DEN36_05_D210.16

PARK

DIMENSIONIERUNG RIGOLE ENTSPRECHEND SIWAH PLAN

Datum: Maßstab: 4m 1:100, 1:20, 1:50

DETAIL SCHNITT C-C SÜD M 1:20

Blattgröße:

910x594 (A1+ Q) Zeichnungsnummer:

DEN36_05_D210.16

Sebastianstrasse 16 Size: 11,200 mÂ˛ Program: Residential Location: Berlin, Germany Status: Completed in 2018

A brand new residential building located in a quiet street in the center of the city. With 20 new resident apartments, the project allows resident to have a series of loggias that face the street as well as french balconies that face a back garden. I collabortated with the project architect and team members to create the construction drawings of some apartments as well as the interiors of all the bathrooms.

Wangerooge Competition Size: 18,818 mÂ˛ Program: Hotel Location: Wangerooge, Germany Status: In design development

Arin Burda Architekten was invited to participate in a private competition for a new Hotel project in the northern island of Wangerooge, Germany. The competition asked for at least 280 rooms with most having a view to the beach. The design idea is to allow each room to have its own balcony with a view. The response to this idea was to implement 2 core courtyards to act as a Zen garden for the visitors. By implementing 2 entrances on each of the main site streets, visitors can access the hotel in a more comfortable way as well as reach the beach while transitioning through the hotel. As one of the main designers I was fully involved in all design stages. I collaborated with other team members to create the client presentations, all presentation drawings and renderings of the competition.

EG 1 316,91 m2

2 Zirkulation

570,93 m2

Gastronomie Versorgungsgebiet Zimmer: 50 Garten

3 751,89 m2

Cafe

Restaurant

Lobby

Shop

4 65,63 m2

1.OG Zirkulation

Gastronomie Zimmer: 64 198,89 m2 Terrasse

Restaurant

2.OG Zirkulation Zimmer: 68

3.OG Zirkulation Zimmer: 64

DG Zirkulation Gastronomie Versorgungsgebiet

Pool Terrasse

1 898,81 m2

Restaurant

Pool Service RĂ¤ume

Pool

198,39 m2

UG 1

313,38 m2

422,17 m2

201,50 m2 Zirkulation Gastronomie Versorgungsgebiet

Zimmer: 44

156,14 m2 Garten

4 149,22 m2

Lagerraum

KĂźchen

Personal

Konferenz

Technik

5 357,17 m2

1333

N e w

Schematic Design

1333

N e w

H am pshi r e

Av e nue

H am pshi r e

Av e nue

Schematic Design

1333 New Hampshire Avenue Size: 331,000 sq. ft / 30,750 sqm Program: Office Building Location: Downtown Washington DC Status: In design development phase

FOX Architects was contacted to fully explore design ideas of re-skinning an out of date cast in place concrete building in downtown D.C. The client wanted to seek out their design options with a budget in mind. A few full concept explorations were done which later were refined. A couple design options were selected to head into the Schematic phase. I worked on numerous drawings in the Schematic phases of this project, creating the preliminary renderings of the lobby options. In collaboration with the project members, we developed various lobby plans, lobby streetscape plans, lobby sections, core plans, bathroom designs and facade skin options. The last part of the schematic phase was to design various rooftop options. I created the model and rendered the rooftop plans as well as some of the perspective renderings.

The Schematic De

phase is to identify The Schematic De requirements. The phase is to identify alternative schem requirements. The a budget pricing e alternative schem information the pr a budget pricing e in greater detail, t information the pr 1333

N e w

H a m p s h ire

in greater detail, t

A v e nue

Schematic Design

Schematic Design Process ve eA hir ps m Ha w

uset

sach

ts Av

ont

Mas

uset

eA hir ps m Ha

16 th Street

Ave

18th Street

icut

nect

19th Street

ts Av

Con

O Street

sach

C irc l e

P Street

20th Street

21st Street

Schematic Design

17th Street

Mas

18th Street

Schematic Design Process

Ave

A v e n u e

icut

H a m p s h i r e

nect

N e w

19th Street

Con

1 3 3 3

N Street

ut Av

ectic

Conn

Context Site Plan Feb ruary

2016

F OX A rc hit e c t s 1121 14t h S t re e t , NW 3rd F l o o r W ashin gt o n , D C 20005 T 202.659.0929

Architecture:

Option 2 Perspective: Southwest Corner Scale: NTS

Option 2 Perspective: Southwest Corner 30

Opti

Birdâ&#x20AC;&#x2122;s Eye view of the lobby floor option

Proposed plan layout 31

11 - 11TH FLOOR 106' - 6 1/2"

1 3 3 3

N e w

11 - 11TH FLOOR 106' - 6 1/2"

H a m p s h i r e

A v e n u e

Schematic Design ---

Enlarged Section: East

BRONZE ALUMINUM

Option 2 Elevation: Key

Scale: 1/8” = 1’-0” 19' - 9"

10' - 0"

REFLECTIVE GLASS

13 - PENTHOUSE FLOOR 128' - 6 1/2"

12 - 12TH FLOOR 116' - 9 1/2"

9' - 0" 1' - 9"

12 - 12TH FLOOR 116' - 9 1/2"

8' - 6"

10' - 3"

CLEAR GLASS

10' - 3"

11' - 9"

CERAMIC FRIT @ 30"

11' - 9"

2' - 9"

13 - PENTHOUSE FLOOR 128' - 6 1/2"

25'

21 DUPONT CIRCLE

SIDE WAL K

30' SIDEWALK ADJACENT BUILDING LOADING DOCK SETB16' ACK

Avenue

11 - 11TH FLOOR 106' - 6 1/2"

11 - 11TH FLOOR 106' - 6 1/2" NE W

19TH STREET NW

Schematic Design

25' SETBACK

Hampshire

AV EN UE

New

HA MP SH IRE

1333

25'

21 DUPONT CIRCLE

SIDE WAL K

30' SIDEWALK ADJACENT BUILDING LOADING DOCK

AV EN UE

LOADING DOCK

Enlarged Section: East

Section Axon: East

Scale: 1/8” = 1’-0”

25' SETBACK

SETB16' ACK

A venue

Key: Site Plan

Scale: 1/8” = 1’-0”

1320 19th STREET

Feb ruary LOADING DOCK

Scale: NTS

1320 19th STREET

Architecture: 70

ALLEY/DRIVEWAY

RETAIL

LOBBY

19' - 9" ---

ALLEY/DRIVEWAY

FCR

RETAIL

LOBBY

Property Line

Enlarged Plan: East

Section Axon: East

Scale: 1/8” = 1’-0”

Scale: NTS

Fe brua ry

8 ,

2 0 1 6

FOX Archi tects 1121 14th S treet, NW 3rd Fl oor Washi ng ton, DC 20005 T 202.659.0929

FCR

Property Line

Architecture: 70

STAINLESS STEEL

GRATE COVERED

SEATING SPACE

3’ X 4’

BOLLARD AND

WITH PAVERS

BARRIER

GRANITE PAVERS

TRAFFIC ARM

AND CONDITIONED

STAINLESS STEEL

INSIDE

CANOPY ABOVE

GRATE COVERED

SEATING SPACE

3’ X 4’

BOLLARD AND

WITH PAVERS

BARRIER

GRANITE PAVERS

TRAFFIC ARM

AND CONDITIONED

Streetscape Plan: New Hampshire Avenue Scale: 1/16” = 1’ -0”

CANOPY ABOVE

2’ X 6’ GRANITE PAVERS

4” X 4”’ GRANITE

EXISTING TREE

2’ X 3’ CONCRETE

COBBLE PAVERS

PLANTER TYP.

PAVERS

CUSTOM PLANTER

4” X 4”’ GRANITE

EXISTING TREE

2’ X 3’ CONCRETE

COBBLE PAVERS

PLANTER TYP.

PAVERS

CUSTOM PLANTER

INSIDE

Streetscape Plan: New Hampshire Avenue Scale: 1/16” = 1’ -0”

February

2016

FOX Architects 1121 14th Street, NW 3rd Floor Washington, DC 20005 T 202.659.0929

F e b r u Architecture: a r y 8 , 270 1 6 FOX Ar c hi tec ts 1121 14th Str eet, NW 3r d Floor Washi n gton , DC 20005 T 202.659.0929

Architecture:

Top: Streetscape layout design. Bottom: Lobby entrance rendering with proposed canopy 32

2016

FOX Architects 1 1 2 1 1 4 t h S t r e e t , NW 3rd Floor Washington, DC 20005 T 202.659.0929

Key: Site Plan

Glass Facade details.

19TH STREET NW

S c h e mElevation: a t i c D e sEast ign Enlarged

Ha mp shire

HA MP SH IRE

Ne w

NE W

1333

Enlarged Elevation: East 1 3=31’-0” 3 New Hampshire Avenue Scale: 1/8”

Enlarged Section: East Scale: 1/8” = 1’-0”

Schematic Design ---

BRONZE ALUMINUM

Option 2 Elevation: Key 19' - 9"

10' - 0"

H ampsh i r e

A v enu e

13 - PENTHOUSE FLOOR 128' - 6 1/2" 2' - 9"

13 - PENTHOUSE FLOOR 128' - 6 1/2"

CERAMIC FRIT @ 30" 9' - 0"

11' - 9"

8' - 6"

---

10' - 3"

CLEAR GLASS

11 - 11TH FLOOR 106' - 6 1/2"

Enlarged Plan: East

12 - 12TH FLOOR 116' - 9 1/2"

1' - 9"

12 - 12TH FLOOR 116' - 9 1/2"

19' - 9"

11' - 9"

New

Schematic Design

Section Axon: East

Scale: 1/8” = 1’-0”

10' - 3"

1333

REFLECTIVE GLASS

11 - 11TH FLOOR 106' - 6 1/2"

Scale: NTS

Enlarged Elevation: East

Enlarged Section: East

Scale: 1/8” = 1’-0”

19' - 9"

---

Enlarged Plan: East

Section Axon: East

Scale: 1/8” = 1’-0”

Scale: NTS

F e b ru a ry

8 ,

2 0 1 6

FO X A rc h i tect s 1 1 2 1 1 4 th S t r eet , N W 3 rd Fl o o r W as h i ng to n , D C 2 0 0 0 5 T 202.659.0929

Architecture: 70

Option 2: West Elevation

Option 2 Pl

Scale: 1/32” = 1’-0”

Top: Redesigned elevation. Bottom: Lobby entrance rendering 33

1333

N e w

H a m ps hir e

A v e n u e

Schematic Design

Site Plan

Option 2: East Storefront Elevation Scale: 1/16” = 1’ -0” Section of First Floor and Cellar Floor

Option 2: East Storefront Elevation Scale: 1/16” = 1’ -0”

PARKING GARAGE ENTRANCE

RETAIL

LOBBY

RETAIL

ALLEY/DRIVEWAY

PARKING GARAGE ENTRANCE

RETAIL

LOBBY

RETAIL

ALLEY/DRIVEWAY

PROPERTY LINE

STAINLESS STEEL

Option 2: East Storefront Plan

CANOPY ABOVE

Febru

CANOPY ABOVE

Febr

GRATE BRIDGE

= 1’ -0” and Streetscape 1 3 3 Lobby 3Scale:N1/16” e w H a m ppaving s h idesign r e layout. A v e n u e Schematic Design

Option 2: East Storefront Plan

STAINLESS STEEL GRATE BRIDGE

Scale: 1/16” = 1’ -0”

21 DUPONT CIRCLE

45' - 0"

NORTH

Facade Option 2: Typical Floor Plan Scale: 1/32” = 1’ -0”

Typical office floor layout 34

1320 19TH STREET

Scale: 1/8” = 1’ -0”

CEILING

CERAMIC TILE WALL

PAINTED GWB

PAINTED GWB CERAMIC TILE WALL

WNLIGHT

METAL CEILING

PAINTED GWB

1333

New

Hampshi r e

Elevation: West

CEILING

DRYWALL CEILING

Elevation: West

PERFORATED METAL CEILING

Scale: 1/8” = 1’ -0”

FULL-HEIGHT PARTITION

PARTITION TRIP COVE LIGHT

CEILING

CERAMIC TILE BASE

Scale: 1/8” = 1’ -0”

TRIP COVE LIGHT

CERAMIC TILE BASE

Schematic Design

METAL CEILING

PARTITION TRIP COVE LIGHT

A v enue

CERAMIC T

TILE

TILE FULL-HEIGHT PARTITION

MIRROR BRONZE MIRROR FRAME

WALL COVERING

MARBLE VANITY MARBLE VANITY

MIRROR

PAINTED WALL

CERAMIC TILE WALL BRONZE MIRROR FRAME

WALL COVERING

MARBLE COUNTERTOP MIRROR

MARBLE VANITY PAINTED WALL

CERAMICTILE TILEWALL BASE CERAMIC

Elevation: North

Elevation: South

Scale: 1/8” = 1’ -0”

MARBLE COUNTERTOP

Elevations of Proposed Bathroom layout CERAMIC TILE BASE

Elevation: East

Scale: 1/8” = 1’ -0”

Elevation: East

Scale: 1/8” = 1’ -0”

WOMEN

F e b r u aPAINTED r y GWB 8 CEILING , 2 0 1 6

MARBLE COUNTERTOP

F O X Arch itects 1 1 21 14th Street, N W 3 rd Floor W as h ington, DC 20005 T 2 02.659.0929

F e b r uar y 1' x 2' CERAMIC TILE FLOOR

8 ,

2 0 1 6

RECESSED DOWNLIGHT Architecture: F O X Arch itects

1 1 21 14th Street, N W 3 rd Floor W as h ington, DC 20005 T 2 02.659.0929

MARBLE COUNTER WITH UNDERCOUNTER LAVATORIES

Architecture: 44 PERFORATED METAL CEILING

CONTINOUS STRIP COVE LIGHT WOMEN

FULL HEIGHT PARTITION

MEN

BRONZE MIRROR FR CONTINOUS STRIP COVE LIGHT

MIR

CERAMIC TILE W -

MARBLE COUNTER

CERAMIC TILE B

PAINTED GWB CEILING

MEN

Floor Plans and RCP of Proposed Bathroom layout

Typical Floor Restroom: Plan

Scale: 1/8” = 1’ -0”

Typical Floor Restroom: RCP

Scale: 1/8” = 1’ -0”

EXTERIOR DECK

CONFERENCE WITH SKYFOLD PARTITION CAFE CONFERENCE LOUNGE SUPPORT SUPPORT

CONFERENCE/ FLEX SPACE

CAFE/DINING

EXTERIOR DECK LOUNGE

EXTERIOR DECK

SHARED Rooftop design layout.

DEDICATED

USABLE SF: 3,708

Option 1 Penthouse: Plan

Optio

Scale: 1/32” = 1’ -0”

Scale

South-West Birds Eye View 36

USABLE SF: 4,438

Scale: 1/16” = 1’ -0”

Option 1 Penthouse: West Elevation Scale: 1/16” = 1’ -0”

F e bru ary

Option 1 Penthouse: North/South Section

F OX 112 3r d Was T 2

Scale: 1/16” = 1’ -0”

1 3 3 3

N e w

H a m p s h i r e

A v e n u e

Schematic Design

Option 1 Penthouse: North Elevation Scale: 1/16” = 1’ -0”

Option 1 Penthouse: West Elevation Sections and Elevations Rooftop Scale: 1/16” = 1’ -0”

Option 1 Penthouse: North Elevation Scale: 1/16” = 1’ -0”

Rooftop Conference Room rendering 37

1000 Maine Avenue

Size: 275,553 sq. ft / 25,599 sqm Program: Office Building Location: Downtown Washington DC Status: Completed in 2018 1000 Maine is a new state of the art office building located on the southwest waterfront of The Wharf district of Washington DC. Designed by KPF Architects of NYC with FOX Architects being the architect of record. The new building provides 11 floors of new office space including terraces, ammenities and a penthouse floor. Designed to allow each floor to have views of the city as well as have enough valubale daylight. With a central core housing vertical circulation to each floor, the building also has an atrium on the west side that allows visitors and workers to have more open space. I worked in collaboration with the project architects on the BIM modeling, revisions and creation of the floor plans, building elevations, building sections and details for 100% Design Development deadlines.

RB1

RB1.5

20' - 0" 3' - 0"

RD1

28' - 0"

20' - 0"

6' - 0"

RD1.5

RE1

8' - 7 1/4"

28' - 0"

4' - 10 5/8" 5' - 1 3/8"

RF1

11' - 4 3/4"

RG1

20' - 0"

5' - 0"

RI1

20' - 0"

5' - 0"

RJ1

20' - 0"

5' - 0" 4' - 1 1/2"

11' - 9"

20' - 0" 2' - 5 1/8"

4' - 1 1/2" 5' - 9 1/4" 4' - 2 3/4"

122

122A

128

129

12' - 6 7/8" 12' - 6 5/8" 1' - 3"

ELEV 103

132

100D 5' - 11 "

2 A4006

14' 11"

114

4' - 1"

5' - 0"

RD-6

5' - 0"

CORRIDOR 112

5' - 0"

4' - 6"

5' - 0"

RETAIL 119

5' - 0"

A4078

2 1/4" 6' - 4"

115A

6' - 7"

RD-6

A2006

2' - 3

5' - 0"

2' - 3 1/4" 4' - 6 3/8"

11" 7' - 0

5/8"

RD-6

5' RD-6

2' - 8"

20' 0"

8' - 8"

A3001

1 3/ 8" 5' -

1 2

A2005

10' 0"

A2002

1 3/ 8"

8' - 8"

5' -

8' - 8"

20' 0"

1 3/ 8"

2' - 8"

115 1' - 4"

2' - 7"

7' - 5"

5' -

8' - 8"

20' 0"

1 3/ 8"

8' - 8"

10' 0"

RD-6

5' - 0"

1 3/ 8"

2' - 8"

20' 0"

1 3/ 8"

RETAIL 115

8' - 8"

5' -

8' - 8"

5' - 0"

20' 0"

NEW 6" CONCRETE TOPPING SLAB W/ ADA RAMP. PROVIDE EPOXY SEALANT TO MATCH G1 CURB FINISHES.

42" STAINLESS STEEL BOLLARDS WITH INTEGRATED ADA PUSH BUTTON AND DOOR CONTROLS

PARCEL LINE

LINE OF CANOPY ABOVE

GARAGE RAMP NOT IN CONTRACT

FISH MARKET STAIR/ELEVATOR NOT IN CONTRACT

SEE WF SERIES DRAWINGS FOR FOUNTIAN DETAILS

STAIRWAY ABOVE

A20 06

Hoffman-Madison Waterfront

LINE OF CANOPY BELOW 1 HR RATED CURTIAN WALL WITH WATER CURTIAN ON OCCUPIED SIDE - SPRINKLERS TO BE @ 5' O.C. WITH BUFFERS @ MULLIONS

4" STICK PIN INSULATION AT UNDERSIDE OF TERRACE / RAMP SLABS

REFER TO LANDSCAPE DRAWINGS FOR MATERIALS AND LIGHT FIXTURE TYPES

CONTINUOUS HORIZONTAL L-7 LIGHT FIXTURE INTEGRATED INTO CURTIAN WALL MULLION

FIRE TEST CONNECTIONS

SIAMESE CONNECTIONS DASHED RETAIL PARTITIONS ARE N.I.C., TYP RETAIL STOREFRONT BY OTHERS

FURNITURE, N.I.C

4" SS BOLLARDS

1000 Maine Avenue, SW Washington, DC 20024

# 1

1000 Maine Ave C

PROJECT:

DATE DESCRIPTION 2016.07.01 ISSUE FOR 3RD PARTY REVIEW

B STAMP:

ROOF DRAIN

STICK PIN INSULATION AT UNDERSIDE OF SLAB ABOVE EXTENTS OF RAMPS

KE/DE SLOPE FROM 10TH FLOOR TO PENTHOUSE

5' -

20' 0"

GARAGE EXHAUST. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION

5' - 0"

4' - 2

6 1/ 8"

131

NEW ELEVATOR PIT. PROVIDE DRAINAGE. SEE ENLARGED ELEVATOR PLANS FOR MORE INFORMATION

6' -

2' - 8"

1 3/ 8"

5' -

RETAIL 116

17' 4"

20' 0"

RETAIL 117

ELEV 001 (N.I.C.)

2' - 8"

19 B1

FISH MARKET LOBBY 131

8' - 8"

6' -

PROP ER 8' - 8" TY LIN E

2' - 6"

20' 0"

1 3/ 8"

131A 2' - 8"

7' - 6"

8' - 8"

8 5/ 8"

RETAIL 118

8' - 8"

SHEET NOTES - FLOOR PLAN

5' - 0"

TRASH ROOM 114

A2006

5' - 0"

2' - 8"

112

100C

5' - 0"

ELEV 106

RD-6

10' - 0"

A2005

1 A4001

5' - 0"

2 A7200

14' 11"

2 A5101

5' - 0"

STAIR 1.3 132

5' - 0" 4' - 2 1/8" 6' - 8 3/4"

2' - 5 7/8"

5' - 0"

5/8" 11' 11

2' - 6"

44' 6"

1 A7102

REFER TO FTG HORIZONTAL SET FOR ALL BELOW GRADE AREAS/ITEMS. BELOW GRADE AREAS ARE ALL N.I.C. U.O.N.

RD-6

ALL DIMENSIONS ARE TO FACE OF WALL OR CENTERLINE U.O.N.

A2007

13B

A2005

2' - 6 1/8" 1' - 10"

ELEV 104 13B

121

6' - 4"

5' - 0"

MAILROOM 126

A3000

113 1' - 10" ELEC. ROOM 130

FIRE CONTROL ROOM 121

5' - 0"

13B

FURNITURE N.I.C U.O.N

8" 8 7/

100

ELEV 105

ELEVATOR LOBBY 101

100B 4

130 ELEV 102

A3003

FOR MORE INFORMATION ON PARTITION TYPES REFER TO ENLARGED PLANS

7' -

VESTIBULE TEL. ROOM 128 129

13B 100A

1121 14th Street, NW, 3rd Floor Washington, DC 20005 T 202.659.0929 F 202.659.0928

4" 2 1/

11B

ALL DAVIT BASES AND SAFTEY ANCHORS TO BE RECCESSED UNDER CONCRETE PAVERS, STONE OR WOOD DECKING ACCESS HATCHES, U.O.N.

5' -

7' - 6 3/4"

RD-6

113A

13B

126

3' - 9 1/8" 6' - 1 1/4"

STAIR ABOVE

5' -

2' - 1 1/2"

108

ELEV 101

A4000

GARAGE LEVELS G2 AND G1 CORE AND SHELL NOT IN CONTRACT. REFER TO WHARF HORZONTAL SET FOR MORE INFORMATION.

SECURITY 104

6' - 1 1/4" 4' - 5 7/8" 1' - 4"

JANITOR ROOM 105

5' -

28' - 0 1/4"

TOLIET 107

127

www.fox-architects.com

12' - 9" T.O.S.

UP 13B

104

107 7A

120 STAIR 1.2 127

RETAIL 113

CORRIDOR 108

105A

5' -

STORAGE 109

JANITOR CLOSET 105A

ISSUE FOR 3RD PARTY REVIEW 2016.07.01

2B 105

5' -

2B 10

109

5' -

10C

13B

007 A2

8484 Westpark Drive, Suite 620 McLean, Virginia 22102 T 703.821.7990 F 703.821.2270

GENERAL NOTES - FLOOR PLAN

A7100

13B

5' -

12' - 6 5/8"

44' - 11 1/2"

5' -

13A

TRASH ROOM 120

ARCHITECTS

LOADING DOCK 122

17' - 0" T.O.S.

DOOR NUMBER

5' -

WATER WALL EQUIP. ROOM 123

13B

WINDOW TAG

EXISTING DOOR

12' - 9" T.O.S.

108A

STAIR 1.1 125

24 7

13' - 0" T.O.C.

A3002

A2001

125

5' -

EXIT PASSAGEWAY 124

108B

100

1' - 2 3/4"

5' -

123

124A

DENOTES PARTITION TYPE EXISTING PARTITION TO REMAIN

16" 2 3/

124

NEW MILLWORK

NEW PARTITION 1B

5' -

1' - 4" 2' - 2"

A4006

LEGEND - FLOOR PLAN

RH1

20' - 0"

/16" 0 13

1' - 9 7/8"

RC1 6' - 0"

6' -

6' - 7 1/2"

14' - 0"

2 21

RA1

5/8"

NORTH

DRAWN BY: FD

20' 0"

GROUND FLOOR PLAN

FLOOR PLAN 1 GROUND 1/8" = 1'-0" 5

10720.00 DRAWING TITLE:

FOX PROJECT NO:

DRAWING NUMBER

A1101

2 RD1

RD1.5

STAIR 1.2 127

13B

10C

5' - 1 3/4"

10A 3 A5300

ST-6

1' - 7 1/2"

WALL ANCHORED TO STEEL FRAME BEHIND

A4109

5' - 0"

TYP

A5300

6' - 4"

GL-3 REVOLVING DOOR

ELEV 101

10C 11B

ST-5

19 2

1' - 11 3/4"

13B

ITZ-1

3' - 6"

ELEV 103

10B

13B

A4109

A5300

ST-5 CLAD CORE

13B

ST-6

FIRE CONTROL ROOM 121

A5300

A4101

13B

A4101

5 1/4"

11' - 4 3/4"

9' - 3 1/4"

9' - 6 3/4"

1' - 2"

F.O. WALL

1' - 4"

11B 3

A5300

A4160

2' - 6"

FURNITURE N.I.C. UNLESS N

6 1/4"

2' - 3"

FACP IN AL-1 REVEAL

3' - 1

F.O. WALL

1/2"

SHEET NOTES

1' - 8"

A4100

13B

5' - 3"

STAIR 1.3 132

1' - 0"

ST-6

2 1' - 2

1/2"

5/8"

AL-1

10D

1/2"

TRASH ROOM 114

2' - 2

13B

13' 8"

13B

13B 2B

LOBBY AIR SUPPLY BELOW M

FIRE DEPARTMENTCONNECT

CONCRETE FILL TO EL +13.0

JOINT IN TERRAZZO (TYP)

JOINT IN TERRAZZO ALIGNS

LINE OF BRIDGE ABOVE

42" LED SCREENS (DIRECTOR

LINE OF MONUMENTAL STAI

A5300

13B 13B 4' - 0

1' - 8"

AL-1

SEE SHEET A6020 FOR FINISH

CUSTOM STONE (MARBLE) + METAL (AL-1) RECEPTION DESK, INCLUDING MILLWORK, BUILT IN DRAWERS, SHELVES, AND DOORS

ITZ-1

1 1/ 2" 1/2"

FOR TYP. NOTES AND DIMEN

ELEVATOR LOBBY 101

MAILROOM 126

A4109

5' - 1

SEE CALLOUT REFERENCES F

5' - 9"

19' - 5 1/2"

A4100

6' - 4" 3' - 9 1/8"

A4103

3' - 6"

9A ELEV 102

LOBBY 100

13B

A4100

MAINTAIN 2HR RATING ABOV

2' - 8 5/8"

1 MTL-4

PROVIDE FIRE RETARDANT P

10' - 6"

A4105

20' - 0" TYP.

16' - 2 5/8"

7' - 4"

9' - 6"

ITZ-1

2' - 6 1/2"

ISSUE FOR 3RD PARTY REVIEW 2016.07.01

10' - 6"

10A

A4100

SS-1

10C

6' - 7 3/4"

5' - 0"

1' - 9 7/8"

JANITOR ROOM 105 1B

10D

A4100

5' - 0"

6' - 6 1/2"

10C

13B

13B 5' - 7 5/8"

2' - 3 1/2"

A4100

1 / A4001

13B

2 1/2"

A4008

8' - 2"

2' - 8 1/2" 1' - 0"

1' - 6"

13B

GENERAL NO

RF1

STORAGE 109

3' - 6"

13B

1' - 10"

RE1

5' - 10"

RC1

2' - 6 1/4" 2' - 8 3/4"

RB1.5

6' - 0 1/2"

4 RB1

3' - 0"

5 RA1

10 GRILLES, KADEE OR SIMILAR

11 DOOR PUSH BUTTON INTEG 5 D1

CORRIDOR 112

12 ALIGN JOINT WITH MULLION 2B

13 ADD EXTRA LAYER OF 1/2" G

14 FIRE TEST CONNECTIONS, S

15 INSULATED OVERHEAD COIL

A1111 5

DRAWING NUMBER

1/8" = 1'-0" 1 PENTHOUSE FLOOR PLAN

PLAN PENTHOUSE FLOOR

DRAWING TITLE:

0" 20' -

10720.00 FOX PROJECT NO: FD DRAWN BY:

0" 20' -

NORTH

0" 18' D

0" 20' -

A3001

20'

P. C. TY - 0" O.

0" 22' 0" 20' -

D SA A2200

- '5

"0 - '5

NEW ELEVATOR PIT. PROVIDE DRAINAGE. SEE ENLARGED ELEVATOR PLANS FOR MORE INFORMATION

Washington, DC 20024 1000 Maine Avenue, SW

1000 Maine Ave PROJECT:

"0 - '01

D A2007

"0 - '5

PH04 ELECTRICAL

PH06 ROOM WOMEN'S

P04

PH01 LOBBY SERVICE

PH02 VESTIBULE

ELEV 101

PH08 MEN'S ROOM

P06

PH03 TEL

A2200

5' - 0"

TYP.

P09A

RD-3W

P22A 12' - 5"

P17

P15

P14

P22

PH15 EMR

"0 - '5

5' - 0"

FURNITURE N.I.C U.O.N

FOR MORE INFORMATION ON PARTITION TYPES REFER TO ENLARGED PLANS

ACCESS HATCHES, U.O.N. ALL DAVIT BASES AND SAFTEY ANCHORS TO BE RECCESSED UNDER CONCRETE PAVERS, STONE OR WOOD DECKING

INFORMATION. GARAGE LEVELS G2 AND G1 CORE AND SHELL NOT IN CONTRACT. REFER TO WHARF HORZONTAL SET FOR MORE

RD-3W

12' - 9"

143' - 0" T.O.F.F. RA

- '0 2

5' - 0"

ALL DIMENSIONS ARE TO FACE OF WALL OR CENTERLINE U.O.N.

A2 007

PH09 ROOM AMENITY OFFICE

21' - 1"

www.fox-architects.com F 202.659.0928 T 202.659.0929 Washington, DC 20005 1121 14th Street, NW, 3rd Floor

GENERAL NOTES - FLOOR PLAN

F 703.821.2270 T 703.821.7990 McLean, Virginia 22102 8484 Westpark Drive, Suite 620

ARCHITECTS

5' - 0"

PH14 ROOM MECH.

"0 -

5' - 0"

142' - 0" T.O.S. 143' - 0" T.O. BUILT UP SLAB

"8/ 56

"0 - '5

PH16 ROOM EMR. GEN.

REFER TO FTG HORIZONTAL SET FOR ALL BELOW GRADE AREAS/ITEMS. BELOW GRADE AREAS ARE ALL N.I.C. U.O.N.

A4005

P17A

RD-5

5' - 10"

"0 -

3' - 0"

5' - 0"

RA PH22 REFUGE AREA CORRIDOR/

PH20 YARD TOWER COOLING

RD-5

P07

P05

5' - 0"

PH07 VESTIBULE

A7200

7 RD-3B

P02

PH18 JANITOR

"01 - '31

9' - 4 1/2"

A2200

P08

P03

"01 - '91

"0 - '5

P00

P01

20' - 0" D

P18

A2200

"11 - '11

GARAGE EXHAUST. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION

"4/3 5 - '51

"0 - '51

OPEN TO ABOVE

CAGE LADDER TO ROOF

"0 - '5

"2/1 11 - '44

"0 - '5

ELEV 102 PH13 STAIR 1.2

PH05 VESTIBULE

"0 - '5

PH17 ROOM MECHANICAL

"0 - '5

A2200

"2/1 11 - '44

42" STAINLESS STEEL BOLLARDS WITH INTEGRATED ADA PUSH BUTTON AND DOOR CONTROLS

"0 -

PARCEL LINE

NEW 6" CONCRETE TOPPING SLAB W/ ADA RAMP. PROVIDE EPOXY SEALANT TO MATCH G1 CURB FINISHES.

LINE OF TERRACE BELOW

"0 - '5

A3002

PH00 AREA REFUGE LOBBY / ELEVATOR

P13A

17' - 6"

PH19 ROOM STORAGE

3' - 1"

LINE OF CANOPY ABOVE

'02

5' - 0"

5' - 0" A2200

5' - 0"

RD-3W

5' - 0"

RA RA

5' - 0"

3' -

7 3/ 4"

GL-5 & SS RAILING EXISTING DOOR

3' - 0 1/4"

- '0 2

5' - 0"

3' - 1 5/8"

A2200

SA D

4' - 1"

P09 5' - 0"

"5 - '01

R-3A

P16

5' - 0"

"8/ 71

5' - 0"

"6 - '81

5' - 0"

"2 - '31

"8/3 5 - '2

5' - 0"

"8 -

5' - 0"

"61/1 0 - '61

P20 RD-3B

6' - 0"

100

DOOR NUMBER

"5 - '4

EXISTING PARTITION TO REMAIN

GL-5 AND SS GATE

20' - 0" O.C. TYP. 14' - 6"

20' - 0" R-4

20' - 0"

R-3A

20' - 0"

23' - 0 1/2"

20' - 0"

NEW PARTITION

20' - 0"

RB1

RC1

RD1

RE1

RF1

RG1

RH1

RI1

RJ1

5 R3

NEW MILLWORK

WINDOW TAG

LEGEND - FLOOR PLAN

R-1

RA1

DENOTES PARTITION TYPE

1B 5' - 11 1/2"

FIXTURE, TYP. W-2 LIGHT

2016.07.01 ISSUE FOR 3RD PARTY REVIEW DATE DESCRIPTION

Waterfront Hoffman-Madison

A2200

"0 -

15' - 3"

"0 - '5

5' - 0"

SERVICE LOBBY

A2001

GARAGE RAMP NOT IN CONTRACT

FISH MARKET STAIR/ELEVATOR NOT IN CONTRACT

"6 -

18' - 6" D

SEE WF SERIES DRAWINGS FOR FOUNTIAN DETAILS

STAIRWAY ABOVE

P19

PH10 STAIR 1.1

ELEV 103

RD-3B

R-3A

"0 - '5

"8/3 5 - '2

5' - 0"

5/8"

"8/ 74 -

"4/1 0 - '82

6' - 0" 9' - 0"

LINE OF CANOPY BELOW

SHEET NOTES - FLOOR PLAN

"0 - '5

"0 - '5 10

"0 - '5 P10

"0 - '5

@ MULLIONS 1 HR RATED CURTIAN WALL WITH WATER CURTIAN ON OCCUPIED SIDE - SPRINKLERS TO BE @ 5' O.C. WITH BUFFERS

"6 - '71

'5 "0 '4 7"8/7

P23

P12

11A

A2200

A3003

4" STICK PIN INSULATION AT UNDERSIDE OF TERRACE / RAMP SLABS

A2006

P11

5' - 4 4" 18' -

228 TERRACE ROOF TOP

RD-3W

PH23 ROOM WOMEN'S

P13B

LINE OF ROOF ABOVE

REFER TO LANDSCAPE DRAWINGS FOR MATERIALS AND LIGHT FIXTURE TYPES

"0 - '5

PH21 VESTIBULE 11A

A3000

CONTINUOUS HORIZONTAL L-7 LIGHT FIXTURE INTEGRATED INTO CURTIAN WALL MULLION

A2006

P00A

PH12 PANTRY

P21

STAMP:

"0 - '5

GL-5 & SS RAILING

"0 - '5

142' - 0" T.O.S. 143' - 0" T.O. BUILT UP SLAB

'5 "0 -

'81 "0 -

FIRE TEST CONNECTIONS

5' - 9"

P13

SIAMESE CONNECTIONS

1"2/1

"0 - '5 PH11 CENTER CONFERENCE

RD-3B

"0 - '5

'62 "6 -

'44 "6 -

" 9' - 10

RD-3B

A2005

16' - 0"

P11A

'4 6"4/1 SA

5' - 1"

2" 10' -

'5 "0 -

A2005

5' - 0"

'5 "0 -

'02 "0 -

5' - 0"

4' - 3"

RETAIL STOREFRONT BY OTHERS

"4 - '1

11 "2/1

5' - 0"

7' - 7"

FURNITURE, N.I.C

DASHED RETAIL PARTITIONS ARE N.I.C., TYP

RD-3W

"0 - '5

'61 "5 -

5' - 0"

5' - 0" RD-3W

4" SS BOLLARDS

"0 - '5

5' - 0"

ROOF DRAIN

'1 "6 -

143' - 0" T.O.F.F.

"0 - '5

'61 "2 -

'61 "0 -

0" 20' -

5' - 0"

"0 - '5

3/4" 5' - 10

STICK PIN INSULATION AT UNDERSIDE OF SLAB ABOVE EXTENTS OF RAMPS

06 A20

'22 "0 -

0" 20' '61 "6 -

"8/7 01 - '4

A2007

R-1

0" 20' D

R-3A

"11 -

10.70.6102 WEIVER YTRAP DR3 ROF EUSSI

A2007

R-3A

2' - 0"

KE/DE SLOPE FROM 10TH FLOOR TO PENTHOUSE

24 RA

2"2/1

E1 LIFELINE SYSTEM HORIZONTAL

0" 20' -

'02

'71 "0 -

A2002

BASE, TYP. RECESSED DAVIT

GL-5 AND SS GATE

R4 R5

TC-1

12' - 2"

2 L-2

GL-3

13' - 0"

GL-1

GL-2

L-2

GL-2

ST-3GL-2

ST-3

SS-1

GL-2

AL-1

GL-3

13' - 0"

GL-3 TC-1

SS-1

TC-1

GL-2

ST-3

SS-1

GL-2

AL-1

SHEET NOTES - ELEVATION 1

LIGHT FIXTURE

SIAMESE HEAD CONNECTIONS

SHEET NOTES - ELEVATION

OPTIONAL SIGN BAND BY OTHERS

OVERFLOW SCUPPERS

GL-4 GLASS RAILINGS ALIGN. JOINTS WITH CURTAIN WALL MODULE BELOW, TYP ALL GLASS RAILINGS 1 STOREFRONT BY OTHERS

L-2 LOUVER BAND. REFER TO MECHANICAL DRAWINGS FOR AIR INTAKE REQUIREMENTS 2 OPTIONAL SIGN BAND BY OTHERS

3 5

OVERFLOW SCUPPERS

AL-1 RETAIL AWNING

SS-1 RETAIL AWNING HANGERS

SS-1 POINT CONNECTION CURTAIN WALL FITTINGS

INSULATED OVERHEAD COILING DOOR

GL-4 GLASS RAILINGS ALIGN. JOINTS WITH CURTAIN WALL MODULE BELOW, TYP ALL GLASS RAILINGS

14' - 11" 12' - 2"

12' -12' 2" - 2" 12' -12' 2" - 2"

12' - 2" LEVEL 2 WEST T.O.S. 30' - 4"

AL-1

12' -12' 2" - 2"

LEVEL 6 T.O.S. 79' - 5" LEVEL 5 T.O.S. 67' - 3"

GL-1 LEVEL 5 T.O.S. 67' - 3" LEVEL 4PROJECT: T.O.S. 55' - 1"

1000 Maine Ave

DATE DESCRIPTION 2016.07.01 ISSUE FOR 3RD PARTY REVIEW

GL-1 GL-2

1000 Maine Avenue, SW Washington, DC 20024

LEVEL 4 T.O.S. 55' - 1" LEVEL 3 T.O.S. 42' - 11"

GL-2

Hoffman-Madison Waterfront

LEVEL 3 T.O.S. 42' - 11" LEVEL 2 WEST T.O.S. 30' - 4"

# 1

LEVEL 2 WEST T.O.S. 30' - 4"

DATE DESCRIPTION 2016.07.01 ISSUE FOR 3RD PARTY REVIEW

LEVEL 2 WEST T.O.S. 30' - 4"

ST-3

LEVEL 1 LEVEL 1 M.P. 13' - 0" M.P. 13' - 0"

L-2

ST-3

GL-2

GL-3

GL-1

SS-1

LEVEL 1 M.P. 13' - 0"

GL-2

STAMP:

GL-2

GL-3

ST-3

LEVEL 1 M.P. 13' - 0"

ELEVATION - WEST12 WING - SOUTH FACADE SS-1 TC-1 L-2 3 EXT 1/8" = 1'-0"

GL-3

ST-3

ELEVATION - WEST WING - SOUTH FACADE 3 EXT 1/8" = 1'-0" A B

SEE ENLARGED ELEVATIONS FOR MATERIALS IN CALLOUT AREAS SEE FINISH SCHEDULE ON A6020 FOR MATERIAL INFORMATIONS

GL-2

GL-3

GL-1

GL-2

STOREFRONT BY OTHERS

OPTIONAL SIGN BAND BY OTHERS

STAMP:

OVERFLOW SCUPPERS

SS-1

ELEVATION - SOU 1 EXT 1/8" = 1'-0"

GENERAL NOTES - E 8

RETAIL SIGN BY OTHERS 5 GL-4 GLASS RAILINGS ALIGN. JOINTS WITH CURTAIN WALL MODULE BELOW, TYP ALL GLASS RAILINGS 1 STOREFRONT BY OTHERS SEE ENLARGED ELEVATIONS FOR MATERIALS IN CALLOUT AREAS 6 L-2 LOUVER BAND. REFER TO MECHANICAL DRAWINGS FOR AIR INTAKE REQUIREMENTS 2 OPTIONAL SIGN BAND BY OTHERS SEE FINISH SCHEDULE ON A6020 FOR MATERIAL INFORMATIONS SHADOW BOX (AL-1 BRAKE HTL BEHIND GL-1)

LIGHT FIXTURE

SIAMESE HEAD CONNECTIONS

ACCESS SS-1 BOLLARD

OVERFLOW SCUPPERS

AL-1 RETAIL AWNING

GL-4 GLASS RAILINGS ALIGN. JOINTS WITH CURTAIN WALLDESIGNATION MODULE BELOW, TYP ALL GLASS RAILINGS MATERIAL

10 7

11 GLASS 8 12 9

ELEVATION - SOU 1 EXT 1/8" = 1'-0"

SIAMESE HEAD CONNECTIONS

LEGEND - ELEVATION

A 7

LEVEL 1 M.P. 13' - 0"

ELEVATION - WEST WING - EAST FACADE 7 LIGHT FIXTURE 2 EXT 1/8" = 1'-0"

GLASS

SHEET NOTES - ELEVATION GENERAL NOTES - ELEVATION A

LEVEL 1 M.P. 13' - 0"

ELEVATION - WEST WING - EAST FACADE 2 EXT 1/8" = 1'-0"

SHEET NOTES LEGEND - ELEVATION - ELEVATION

10 A

12' - 2"14' - 11"

14' - 11" 12' -12' 2" - 2"

GL-3 LV-2

ST-3

ACCESS SS-1 BOLLARD

# 1 LEVEL 3 T.O.S. 42' - 11"

AL-1

GL-3 LV-2

STOREFRONT BY OTHERS

Hoffman-Madison Waterfront

GL-2 GL-1

2 GL-2

TC-1

C LEVEL 4 T.O.S. 55' - 1"

2 GL-2 3

1000 Maine Avenue, SW Washington, DC 20024

GL-1

LEVEL 3 T.O.S. 42' - 11" LEVEL 2 WEST LEVEL 2 WEST 30' - 4" T.O.S. 30'T.O.S. - 4"

GL-2

LEVEL 7 T.O.S. 91' - 7" LEVEL 6 T.O.S. 79' - 5"

1000 Maine Ave

LEVEL 5 T.O.S. 67' - 3"

GL-2 LV-2

AL-1

LEVEL 6 T.O.S. 79' - 5"

PROJECT:

GL-2 LV-2

GENERAL NOTES - ELEVATION

ELEVATION - SOUTH 1 EXT 1/8" = 1'-0"

TC-1

130' - 0"

12' - 2" 2 AL-1

ST-3

EVATION - SOUTH

GL-2 GL-1

LEVEL 7 T.O.S. 91' - 7"

LEVEL 4 T.O.S. 55' - 1" LEVEL 3 LEVEL 3 42' - 11" T.O.S. 42' -T.O.S. 11"

ST-3

12' - 2"

GL-1

AL-1 TC-1

LEVEL 5 T.O.S. 67' - 3" LEVEL 4 LEVEL 4 55' - 1" T.O.S. 55' -T.O.S. 1"

GL-1

LEVEL 8 T.O.S. 103' - 9" LEVEL 7 T.O.S. 91' - 7"

TC-3 LEVEL 7 T.O.S. 91' - 7" LEVEL 6 LEVEL 6 79' - 5" T.O.S. 79' -T.O.S. 5"

LEVEL 6 T.O.S. 79' - 5" LEVEL 5 LEVEL 5 67' - 3" T.O.S. 67' -T.O.S. 3"

12' - 2"14' - 11"

12' - 2"

TC-3

GL-4

LEVEL 8 T.O.S. 103' - 9"

12' -12' 2" - 2"

GL-2

12' - 2"

AL-1 TC-1

TC-1

GL-4

LEVEL 9 T.O.S. 115' - 11" LEVEL 8 T.O.S. 103' - 9"

AL-1

TC-3

GL-3

1121 14th Street, NW, 3rd Floor Washington, DC 20005 T 202.659.0929 F 202.659.0928

LEVEL 9 T.O.S. 115' - 11"

LEVEL 8 T.O.S. 103' - 9" LEVEL 7 LEVEL 7 91' - 7" T.O.S. 91' -T.O.S. 7"

GL-2

T 703.821.7990 F 703.821.2270

12' - 2"

GL-2

AL-1

LEVEL 10 T.O.S. 128' - 1"

TC-3 LEVEL 9 T.O.S. 115' - 11" LEVEL 8 LEVEL 8 103' - 9" T.O.S. 103'T.O.S. - 9"

TC-3

GL-3

LEVEL8484 10Westpark Drive, Suite 620 T.O.S.McLean, 128' Virginia - 1" 22102

www.fox-architects.com

12' - 2"

AL-1

TC-1

130' - 0"

TC-1

GL-2

ARCHITECTS

PENTHOUSE T.O. PARAPET 143' - 0"

TC-1

12' - 2"

GL-1

TC-3

PENTHOUSE T.O. PARAPET 143' - 0"

TC-1

A3015 1121 14th Street, NW, 3rd Floor Washington, DC 20005 T 202.659.0929 F 202.659.0928

PENTHOUSE T.O. PARAPET 143' - 0"

12' - 2"

TC-1

TC-3

LEVEL 10 T.O.S. 128' - 1" LEVEL 9 LEVEL 9 T.O.S. 115'T.O.S. - 11" 115' - 11"

TC-1

12' - 2"

TC-3 AL-1

TC-3

12' -12' 2" - 2"

GL-4

GL-1

12' - 2"

TC-1

1 A3015

8484 Westpark Drive, Suite 620 McLean, Virginia 22102I1 T 703.821.7990 F 703.821.2270 1

GL-1 TC-1

12' -12' 2" - 2"

TC-1 TC-3

ARCHITECTS

www.fox-architects.com

LEVEL 10 LEVEL 10 128' - 1" T.O.S. 128'T.O.S. - 1"

12' - 2"

ISSUE FOR 3RD PARTY REVIEW 2016.07.01

GL-1 TC-1

12' - 2"

GL-3

GL-4

PENTHOUSE MEZZ. T.O. ROOF 154' - 10"

GL-1

PENTHOUSE T.O. PARAPET 143' - 0"

130' - 0"

GL-1

130' - 0" 12' -12' 2" - 2"

TC-1

14' - 11"

4 A3012

GL-1

12' -12' 2" - 2"

AL-2

12' -12' 2" - 2"

GL-4

GL-3

ISSUE ISSUE FORFOR 3RD3RD PARTY PARTY REVIEW REVIEW 2016.07.01 2016.07.01

GL-1

11' - 10"

PENTHOUSE PENTHOUSE T.O.143' PARAPET 143' - 0" T.O. PARAPET - 0"

14' - 11"

A3012

AL-2

F HIGH ROOF T.O. COPING 161' - 6" LOW ROOF T.O. COPING 159' - 0"

130' - 0"

PENTHOUSE MEZZ. T.O. ROOF 154' - 10"

130' - 0"

A3002

12' -12' 2" - 2"

1 A3000

11' - 10"

1 A3003

GL-4

HIGH ROOF T.O. COPING 161' - 6" LOW ROOF T.O. COPING 159' - 0"

12' -12' 2" - 2"

4' - 2" 2' - 6"

1 A3002

12' - 2"

1 A3000

4' - 2" 2' - 6"

1 A3003

18' - 6"

AL-1 RETAIL AWNING LIGHT FIXTURE

NORTH

DRAWN BY:

SEE ENLARGED ELEVATIONS FOR MATERIAL

SEE FINISH SCHEDULE ON A6020 FOR MATE

Author

SS-1 RETAIL AWNING HANGERS FOX PROJECT NO: SIAMESE HEAD CONNECTIONS

10720.00 SS-1 POINT CONNECTION CURTAIN WALL FITTINGS ACCESS SS-1 BOLLARD DRAWING TITLE:

SOUTH ELEVATION

SS-1 RETAIL AWNING HANGERS

SEE ENLARGED ELEVATIONS FOR MATERIAL

SEE FINISH SCHEDULE ON A6020 FOR MATE NORTH

DRAWN BY:

13 INSULATED OVERHEAD COILING DOOR AL-1 RETAIL AWNING RETAIL 10 SIGN BY OTHERS 11

GENERAL NOTES - E

ACCESS SS-1 BOLLARD

Author

FOX PROJECT NO:

1 2' - 11 1/2"

10 3/4"

1' - 3 1/2"

STRUCTURAL STEEL TUBE RIGID INSULATION

3" 2 7/8" 1/8"

1' - 1"

ARCHITECTS TERRA COTTA FIN 8484 Westpark Drive, Suite 620 McLean, Virginia 22102 T 703.821.7990 F 703.821.2270

ALUMINUM PANEL

1121 14th Street, NW, 3rd Floor Washington, DC 20005 T 202.659.0929 F 202.659.0928 www.fox-architects.com

POINT SUPPORTED CURTAIN WALL SYSTEM

STRUCTURAL RODS

ALUMINUM BACK PAN

- SOUTH LOBBY CURTAIN WALL - EAST END - TYPICAL 3 PLAN 1 1/2" = 1'-0"

2' - 9 3/4"

4 1/2"

1' - 3 1/2"

7 3/8"

7 3/8" 1"

11 7/8"

7 3/8"

1' - 6"

3/8"

1121 14th Street, NW, 3rd Floor Washington, DC 20005 T 202.659.0929 F 202.659.0928

TERRA COTTA CURTAIN WALL FIN

1' - 5 1/2"

3 1/2"

ALUMINUM PANEL BEYOND

1/2"

RIGID INSULATION

1/2"

3 3/8"

ALUMINUM HORIZONTAL FIN BEYOND TERRA COTTA CURTAIN WALL FIN BEYOND

DATE DESCRIPTION 2016.07.01 ISSUE FOR 3RD PARTY REVIEW

1/2"

3' - 0 1/2"

1' - 3 3/4"

4 1/2" 11 7/8"

7 3/8" 1" 3" 7"

# 1

PLAN - TYP. POINT SUPPORT SYSTEM - JOINT

2 - INSIDE CORNER - METAL PANEL 1 1/2" = 1'-0" 6 PLAN 1 1/2" = 1'-0"

1/4" 1"

10 1/2"

1 1/2"

9 7/8"

- TERRA COTTA FIN - NICHE - 6TH-10TH FLOOR 3 PLAN 1 1/2" = 1'-0"

1/2"

Hoffman-Madison Waterfront

CURTAIN WALL SYSTEM

TERRA COTTA CURTAIN WALL FIN

ALUMINUM STRUCTURAL SUPPORT

1/2"

6 1/2"

9 7/8"

1/2"

1' - 6"

1/4" 1"

1 1/2"

TERRA COTTA CURTAIN WALL FIN BEYOND

6 1/2"

10 1/2"

ALUMINUM HORIZONTAL FIN BEYOND

1' - 6"

1/2"

ALUMINUM VERTICAL FIN 3' - 0 1/2"

1000 Maine Avenue, SW Washington, DC 20024

STRUCTURAL RODS

ALUMINUM VERTICAL FIN

1/2"

1' - 3 3/4"

4 1/2"

11 7/8"

7 3/8"

1000 Maine Ave

1/2" 1' - 3

www.fox-architects.com

GLASS RAILING

1 3/4"

1' - 5 1/2"

3/4"

ALUMINUM STRUCTURAL SUPPORT

PROJECT:

STAINLESS STEEL GLASS SUPPORT

TERRA COTTA CURTAIN WALL FIN

8484 Westpark Drive, Suite 620 McLean, Virginia 22102 T 703.821.7990 F 703.821.2270

RIGID INSULATION

3" 2 1" 1/4"

1' - 6"

ARCHITECTS

ALUMINUM BACK PAN

1/2"

2 1/4" 3"

3 3/8"1/2"

ALUMINUM HORIZONTAL FIN BEYOND TERRA COTTA CURTAIN WALL FIN BEYOND

- TERRA COTTA FIN - NICHE- 5TH FLOOR 2 PLAN 1 1/2" = 1'-0"

STRUCTURAL RODS 1' - 6" 7"

1/2"

PROJECT:

11 7/8" 6 1/2"

7 3/8"

POINT SUPPORTED CURTAIN WALL SYSTEM

4 1/2"

1' - 1"

1000 Maine Ave

1000 Maine Avenue, SW Washington, DC 20024

2' - 10" TERRA COTTA FIN

ALUMINUM BACK PAN

2' - 4"

ALUMINUM BACK PAN

1' - 3 1/2"

Hoffman-Madison Waterfront

1/4"

STAMP:

RIGID INSULATION

4 1/2"

1/2"

ALUMINUM VERTICAL FIN

1 7/8"

ALUMINUM HORIZONTAL FIN BEYOND

# 1

4 1/2"

RIGID INSULATION

DATE DESCRIPTION 2016.07.01 ISSUE FOR 3RD PARTY REVIEW

11 7/8"

RIGID INSULATION

6 3/ 8"

CURTAIN WALL SYSTEM

1/4"

ALUMINUM VERTICAL FIN

10720.00 DRAWING TITLE:

2" 1/

EXTERIOR PLAN DETAILS

ALUMINUM STRUCTURAL SUPPORT TERRA COTTA CURTAIN WALL FIN

2 1/4"

- TYP CORNER MULLION 5 PLAN 3" = 1'-0"

3 3/4"

- TYP MULLION - TERRA COTTA 4 PLAN 3" = 1'-0" 4

ALUMINUM HORIZONTAL FIN BEYOND

1/2"

FOX PROJECT NO:

1/2"

NORTH 1 1/2" 1"

10"

Author

1/2"

" 10

DRAWN BY:

ALUMINUM HORIZONTAL FIN BEYOND

6 1/2"

1" 1 1/2"

- SOUTH LOBBY CURTAIN WALL - WEST END - TYPICAL 1 PLAN 1 1/2" = 1'-0"

CURTAIN WALL SYSTEM

B STAMP:

1/4"

TERRA COTTA CURTAIN WALL FIN

TERRA COTTA CURTAIN WALL FIN BEYOND

CURTAIN WALL SYSTEM

1' - 6"

6 1/2"

1/2" 1' - 6"

2" 1/

1' - 3

1' - 8"

3/16"

1/2"

STRUCTURAL STEEL TUBE

1 HOUR PARTITION TYPE 9B

ALUMINUM STRUCTURAL SUPPORT

1/8"

3/16"

ALUMINUM PANEL

3" 2' - 4"

2" 1/4"

3' - 5"

7 3/8"

2" 1/4"

11 7/8"

3 1/2"

ALUMINUM VERTICAL FIN

3' - 9

3" 1' - 11 7/8"

ALUMINUM STRUCTURAL SUPPORT

1' - 8"

1 1/2" 1"

EQ EQ

ALUMINUM PANEL

POINT SUPPORTED CURTAIN WALL SYSTEM

10"

CURTAIN WALL SYSTEM ALUMINUM BACK PAN

RIGID INSULATION

1/8" 2 7/8" 3"

ISSUE FOR 3RD PARTY REVIEW 2016.07.01

3" 3"

1' - 6"

6 1/2" 1/2"

1' - 0"

1' - 6"

CURTAIN WALL SYSTEM

STAINLESS STEEL STRUCTURAL PLATE

1/2"

TERRA COTTA CURTAIN WALL FIN BEYOND

2 1/4"

7 1/2"

TERRA COTTA CURTAIN WALL FIN BEYOND

3 3/4"

DRAWING NUMBER

A5101

NORTH

DRAWN BY: Author

FOX PROJECT NO: 10720.00

EXTERIOR 41 PLAN DETAILS

DRAWING TITLE:

- TYP MULLION 1 PLAN 3" = 1'-0" 2

DRAWING NUMBER

Society for Science and the Public

Size: 15,737 sq. ft / 1,462 sqm Program: Office Building Renovation and addition Location: Downtown Washington DC Status: In development Phase Society for Science and Public (SSP) is a non-profit organization that has their office space in 2 seperate buildings. Although these two buildings are next to each other, their floor elevations are different and they aren’t connected in any form. As the organization is growing they requiere more office space with the hope of it being in the same building. SSP contacted FOX Architects to conduct a concept design and required to connect the two buildings with a central “atrium” space. One of the main difficulties of this project was to create a design that allows the two unique buildings to connect to each other with ramps and stairs. I worked on the full concept phase and includeding team design work, concept diagrams, BIM modeling, production of building elevations, building sections and development of all renderings.

2552.78 SF

Design Goals SOCIETY FOR SCIENCE & THE PUBLIC

2271.01 SF

2270.33 SF

1457.21 SF

1569.02 SF

549.26 SF

1509.11 SF

GROUND FLOOR F.A.R.

FIRST FLOOR F.A.R.

SECOND FLOOR F.A.R.

Design Goals

65' - 0" ZONING HEIGHT LIMIT

SOCIETY FOR SCIENCE & THE PUBLIC

1719 ROOF 50' - 10"

5' - 8"

12' - 0"

PROPOSED ROOF HEIGHT 57' - 2"

1719 ATTIC 45' - 2"

10' - 7"

1723 ROOF 42' - 4"

1719 3RD FLOOR 34' - 7"

8' - 9"

1723 PENTHOUSE FLOOR 38' - 3"

2' - 9"

1388.68 SF

2271.06 SF

4' - 1"

1723 PENTHOUSE ROOF 45' - 1"

11' - 10"

11' - 3"

1723 3RD FLOOR 29' - 6"

1719 2ND FLOOR 23' - 4"

11' - 3"

1723 2ND FLOOR 17' - 8"

10' - 4"

1423.35 SF

Design Goals SOCIETY FOR SCIENCE & THE PUBLIC

Proposed Plans

SIDEWALK 0' - 0" 1723 GROUND FLOOR -1' - 8"

1' - 4"

7' - 4"

PENTHOUSE F.A.R.

1719 GROUND 1' - 4" SIDEWALK 0' - 0"

1' - 8"

THIRD FLOOR F.A.R.

TOTAL BUILDING F.A.R. : 15,323 .87 SF

1719 1ST FLOOR 12' - 1"

10' - 9"

1723 1ST FLOOR 7' - 4"

ELEVATION ADDITIONAL AMENITY SF : 1,388.68 SF 6

SOCIETY FOR SCIENCE & THE PUBLIC 7

Northwest Bird’s Eye View 42

VIEW OF ROOF DECK

2270.33 SF CREATINGCREATING A PHYSICAL A PHYSICAL CONNECTION CONNECTION

VISUAL CONNECTION VISUAL CONNECTION THROUGHTHROUGH THE BUILDINGS THE BUILDINGS

1569.02 SF

CREATINGCREATING OPENNESS OPENNESS

A.R.

BUILDINGBUILDING ENTRY ENTRY

Design Design Goals Goals

Initial concept circulation and entrance diagrams

SECOND FLOOR F.A.R.

SOCIETY SOCIETY FOR SCIENCE FOR SCIENCE & THE&PUBLIC THE PUBLIC 65' - 0" ZONING HEIGHT LIMIT

1719 ROOF 50' - 10"

5' - 8"

12' - 0"

PROPOSED ROOF HEIGHT 57' - 2"

10' - 7"

1719 3RD FLOOR 34' - 7"

8' - 9"

1723 PENTHOUSE FLOOR 38' - 3"

1719 ATTIC 45' - 2"

2' - 9"

1723 ROOF 42' - 4"

4' - 1"

1723 PENTHOUSE ROOF 45' - 1"

11' - 10"

11' - 3"

1723 3RD FLOOR 29' - 6"

10' - 4"

11' - 3"

1723 2ND FLOOR 17' - 8"

1719 2ND FLOOR 23' - 4"

SIDEWALK 0' - 0" 1723 GROUND FLOOR -1' - 8"

1' - 8"

A.R.

1' - 4"

7' - 4"

10' - 9"

1723 1ST FLOOR 7' - 4"

1719 1ST FLOOR 12' - 1"

Building elevation showing the different floor elevations

1719 GROUND 1' - 4" SIDEWALK 0' - 0"

ELEVATION

OPEN OFFICE

ELEVATOR

FACILITIES MANAGMENT BREAKOUT

MECHANCIAL

FIRST FLOOR EXAMPLE LAYOUT

STAIR OPEN OFFICE

WOMEN'S RESTROOM

BREAKOUT

STAIR MEN'S RESTROOM

STAIR OFFICE

MEN'S RESTROOM

LIBRARY

MAIL ROOM

CONFERENCE

WOMEN'S RESTROOM

COFFEE / COPY

FIRST FLOOR OFFICE EXAMPLE LAYOUT 1' - 4"

FACILITIES MANAGMENT

MECHANCIAL

STAIR

3' - 7" 1' - 4"

OPEN OFFICE

STAIR

MAIL 1' - 4" ROOM

OFFICE RECEPTION

MEN'S RESTROOM

0' - 0"

-0' - 8" CONFERENCE

ELEVATOR

WOMEN'S RESTROOM -1' - 8"

1' - 4"

3' - 7"

-1' - 8"

BIKE STORAGE BREAKOUT 1' - 4"

WOMEN'S MEN'S RESTROOM1' - 4"RESTROOM

COFFEE

RECEPTION

STAIR OPEN OFFICE

COFFEE 0' - 0"

-0' - 8"

OFFICE

STORAGE CONFERENCE -1' - 8"

LIBRARY

BREAKOUT

CONFERENCE

COFFEE / BIKE COPY STORAGE

OFFICE COFFEE

-1' - 8"

COFFEE

OPEN OFFICE CONFERENCE

STORAGE LIBRARY

ELEVATOR

CONFERENCE

OFFICE

GROUND FLOOR EXAMPLE LAYOUT THIRD FLOOR EXAMPLE LAYOUT

GROUND FLOOR 3D SECTION

Interior Space

GROUND FLOOR EXAMPLE LAYOUT

BREAKOUT

WOMEN'S RESTROOM

Interior Space OPEN

MEN'S RESTROOM

STAIR OFFICE

SOCIETY FOR SCIENCE & THE PUBLIC

OFFICE

SOCIETY FOR SCIENCE & THE PUBLIC BREAKOUT

COFFEE / COPY

OFFICE

THIRD FLOOR EXAMPLE LAYOUT

BREAKOUT

OPEN OFFICE WOMEN'S RESTROOM

OFFICE

MEN'S RESTROOM

STAIR OFFICE

ELEVATOR COFFEE / COPY

OFFICE

OPEN OFFICE

OFFICE

OPEN OFFICE

ELEVATOR

KITCHENETTE OPEN OFFICE

SECOND FLOOR EXAMPLE LAYOUT

KITCHENETTE

TYPICAL FLOOR 3D SECTION

Interior Space

SECOND FLOOR EXAMPLE LAYOUT

STORAGE

WOMEN'S RESTROOM

Interior Space

MEN'S STORAGE RESTROOM

SOCIETY FOR SCIENCE & THE PUBLIC WOMEN'S RESTROOM

MEN'S RESTROOM

STAIR

SOCIETY FOR SCIENCE & THE PUBLIC

CONFERENCE / EVENT

MECHANCIAL

ATTIC FLOOR EXAMPLE LAYOUT

MECHANCIAL

ATTIC FLOOR EXAMPLE LAYOUT

ATTIC FLOOR 3D SECTION

Interior Space SOCIETY FOR SCIENCE & THE PUBLIC 14

Interior Space SOCIETY FOR SCIENCE & THE PUBLIC

ROOF PLAN

Floor plans with its corresponding diagram 44

Interior Space SOCIETY FOR SCIENCE & THE PUBLIC

ROOF 3D

FACILITIES MANAGMENT

MECHANCIAL

STA

MAIL ROOM

3' - 7" 1' - 4" 1' -

-1' - 8"

BIKE STORAGE

STORAGE LIBRARY

VIEW OF CONFERENCE ROOM

View of Conference Room

Interior Perspective SOCIETY FOR SCIENCE & THE PUBLIC

VIEW OF CONNECTOR

View of Connector

Interior Perspective

VIEW FROM N STREET

Exterior Perspectives View from North Street SOCIETY FOR SCIENCE & THE PUBLIC

View from Alley 46

Exterior Perspectives

SOCIETY FOR SCIENCE & THE PUBLIC

VIEW FROM ALLEY

ELEVATOR

Interior Space

SECTION D

OPEN OFFICE

BREAKOUT

THIRD FLOOR EXAMPLE LAYOUT

BREAKOUT

WOMEN'S RESTROOM

MEN'S RESTROOM

STAIR OFFICE

COFFEE / COPY

OFFICE

OPEN OFFICE

OFFICE

ELEVATOR

OPEN OFFICE

KITCHENETTE

SECOND FLOOR EXAMPLE LAYOUT

Interior Space

A cross section was important to understand the different floor levels and to see how the stairs would have to be designed in order to connect both floors SOCIETY FOR SCIENCE & THE PUBLIC

SOCIETY FOR SCIENCE & THE PUBLIC

Interior Space SECTION C

BREAKOUT

WOMEN'S RESTROOM

MEN'S RESTROOM

STAIR

COFFEE / COPY

OPEN OFFICE

ELEVATOR

OPEN OFFICE

BREAKOUT

LIBRARY

FIRST FLOOR EXAMPLE LAYOUT

FACILITIES MANAGMENT

MECHANCIAL

STAIR

STAIR MEN'S RESTROOM

MAIL ROOM

CONFERENCE

WOMEN'S RESTROOM 1' - 4"

3' - 7"

RECEPTION

1' - 4"

-0' - 8"

1' - 4"

0' - 0"

-1' - 8"

BIKE STORAGE

COFFEE COFFEE

STORAGE CONFERENCE

LIBRARY

CONFERENCE

GROUND FLOOR EXAMPLE LAYOUT

Interior Space SOCIETY FOR SCIENCE & THE PUBLIC

On both sides of the existing buildings lightwells were designed to allow light shine down.

SOCIETY FOR SCIENCE & THE PUBLIC

Interior Space

BREAKOUT

SECTION B

WOMEN'S RESTROOM

MEN'S RESTROOM

STAIR

COFFEE / COPY

OPEN OFFICE

ELEVATOR

OPEN OFFICE

BREAKOUT

LIBRARY

FIRST FLOOR EXAMPLE LAYOUT

FACILITIES MANAGMENT

MECHANCIAL

STAIR

STAIR MEN'S RESTROOM

MAIL ROOM

CONFERENCE

WOMEN'S RESTROOM 1' - 4"

3' - 7"

RECEPTION

1' - 4"

0' - 0"

-0' - 8"

1' - 4"

-1' - 8"

BIKE STORAGE

COFFEE COFFEE

STORAGE CONFERENCE

LIBRARY

CONFERENCE

GROUND FLOOR EXAMPLE LAYOUT

Interior Space SOCIETY FOR SCIENCE & THE PUBLIC

The section through the ramps and stairs was the most important one Interior Space to demonstrate how light shines SOCIETY FOR SCIENCE & THE PUBLIC down the whole building. BREAKOUT

WOMEN'S RESTROOM

MEN'S RESTROOM

STAIR

COFFEE / COPY

SECTION A

OPEN OFFICE

ELEVATOR

OPEN OFFICE

BREAKOUT

LIBRARY

FIRST FLOOR EXAMPLE LAYOUT

FACILITIES MANAGMENT

MECHANCIAL

STAIR

STAIR MEN'S RESTROOM

MAIL ROOM

CONFERENCE

WOMEN'S RESTROOM 1' - 4"

3' - 7"

RECEPTION

1' - 4"

0' - 0"

-0' - 8"

1' - 4"

-1' - 8"

BIKE STORAGE

-1' - 8"

COFFEE COFFEE

STORAGE CONFERENCE

LIBRARY

CONFERENCE

GROUND FLOOR EXAMPLE LAYOUT

Interior Space SOCIETY FOR SCIENCE & THE PUBLIC

A series of sections was created in order to understand the location of the atriums and how the floors respond to the light from them

02 Academic Works Knoxville Market Hall

UTC Living and Recreation

Medium Mega Superscape

Passages of History

Green Oak Initiative

Knoxville Market Hall Project: Urban Concept Location: Knoxville, Tennessee Program: Public Market + Culinary Institute Professor: James Rose Team: Thomas Agee

Located in the heart of Downtown Knoxville, the proposed market hall and the culinary institute enhance the atmosphere of Market Square, a significant public space of the city. The project design allows people to transition from the storefront flanked main streets to the inner plaza by freely passing through the market portion of the building at ground level. The green wall acts as a visually porous threshold between the outside and the interior. In the summer, when the vegetation is in full bloom, it provides shade for the building and Market Square. Alternately, during the winter the work and skill of the interior Culinary Institute is more clearly exhibited. This Integration Studio focuses on clear design development, principles of sustainability and building performance, as well as integration of the major component building systems.

Market 1. Market Stall 2. Culinary School 3. Amphitheater 4. Mechanical Room 5. Elevator 6. Bathrooms

Culinary School 7. Loading Dock 8. Market Walls 9. Krutch Park 10. 3â&#x20AC;&#x2122; x 10â&#x20AC;&#x2122; Concrete 11. Sitting Bench 12. Bike Racks

1. Culinary Lobby 2. Administrative Office 3. Lecture Hall 4. Main Teaching 5. Library 6. Lounge Space 7. Teaching Kitchen 8. Teaching Kitchen Storage

9. Classroom 10. Classroom Storage Space 11. Bathroom 12. Mechanical Room 13. Culinary School outdoor balcony 14. Shower 15. Mechanical Space 51

South West Elevation

Section through large Teaching Kitchen

White membrane roof moisture barrier 8” Insulation Board on Sloped Roof 6” one - way cast in place concrete slab

Kewneer Double Glazed Storefront system

2” Colton Sun - Shading operable louvers

Hardtop kitchen counter, Wooden center structure supported by metal bars on ends 14” Batt Insulation

12” Cast - in - Place Concrete Beam Reinforced concrete rebar Vierendeel Steel Truss 10” x 3” EcoMesh Panels W 6 x 22 typical Steel Column W 12 x 24 concrete cantilever

Culinary balcony

Market Hall

Cross Section showing market and teaching 53

Roof Vierendeel Truss System Trespa Composite Panel Roof Joists

2nd Floor Joists

Beams

Eco Mesh Paneling System Cast in Place Concrete Load-Bearing Wall Staggered from bellow Colton Sun-Shading operable louvers. Closes to connected surface for movie proyection Metal Truss supporting folded sheet metal planters

Load Bearing Walls

Market walkway entrance 18” x 18” Continuous footer retaining wall. Total 4’ depth for amphiteather 4” Slab on Grade Concrete Underlay Gravel

Variable Air Control HVAC System Plan - Culinary Floor

Reflected Ceiling Plan - Culinary Floor 2” x 4” Horizontal Wood Slats are placed on the ceiling of the hallway 54

Folded Sheet Metal Planters, spanning along truss Perforated Soil filter Vierendeel Steel Truss Metal Flashing Metal Stud Parapet Condition 8” Tapered Insulated Panel 6” Batt Insulation Board 6” one way cast in place Concrete Slab 3/8” Trespa Composite - Charcoal 14” x 28” Supply Duct

4’ Circulatory Copper Lighting Kewneer Storefront Glazing

Trespa Exterior Double insulated wall Interior finish Gypsum Board Concrete Pavered System Balcony Drain to Cistern Tapered Slope Drain to Cistern 14” Batt Insulation Fire Preventing Sprinkler

Night Perspective looking at the north east facade 55

UTC Living + Recreation Project: University Urban Concept Location: Chattanooga, Tennessee Program: Dormitory + Student Center Professor: James Rose Inspired by an abandoned baseball stadium, this project reinvigorates the site and repairs its historic connection with the city of Chattanooga. The site planning for the University of Tennesee at Chattanooga (UTC) Dormitory reuses the baseball field as an outdoor recreational facility for the students.The building itself accomodates a diverse group by providing a variety of student programs and ammenities under one roof. The proximity and access to downtown, Erlinger Hospital and the main University Campus, make the location of the site ideal. The goal for the studio was a comprehensive program and plan layout which was achieved through iterative analysis and investigation.

PLAY STORE SLEEP

WORKOUT

SLEEP

EAT COOK

COOK

INTERACT

WASH

PLAY

STORE WORKOUT

EAT

Bottom right: Analysis of the typical day of a student. This determined the hierearchy of the final program.

WASH

INTERACT

TRANSIT STUDY

A visual Program Layout was important to determine the various parts of the project. There are two main program layouts for students: private and public.

STUDY

TRANSIT

Opposite: Site analysis influenced what types of porgrams a typical student required. Dormitory and Recreation were primary.

Program Layout Public Area

Private Area Relax Sleep Wash Cook Storage

300 sq ft. 250 sq ft. 100 sq ft. 225 sq ft. 35 sq ft.

Lounge Study Dining Recreate Workout

CLASS 1800 sq ft. 700 sq ft. 750 sq ft. 600 sq ft. 875 sq ft.

STUDY RECREATE

SLEEP

UTC Campus Student Housing UTC Hospital Proposed Site

Access to Site

Access to Main Roads

5 - 10 - 15 Walk Access 57

Extrude

Match

Slice

Early facade sketch

North West perspective 58

Remove

Add

Views

Solar Gain

Play

Bedroom view sketch study

Perspective from the baseball field 59

Cross Sections

Early sketch of atrium light

Diagram showing open view from the atrium 60

Fourth Floor - Study Floor

Third Floor - Fitness Floor

Second Floor - Recreation Floor

Ground Floor - Dining Floor

Medium Mega Superscape Project: Digital Urban Concept Location: Knoxville, Tennessee Program: Multi Park Professor: Keith Kaseman Focusing on future possibilities that allow for new territories to be explored, Knoxville Medium Mega Superscape was an ambiguous explorative process that revealed ways in which architecture and people can connect in a new form. Through abstract models that represent spatial and programmatic potential, evidence of a new architecture and the realms of its possibilities are presented. After investigating a potential site for the “infection”, the project led to energize a part of Knoxville. A vision to create a space for the growing amount of cars and population of the city. The evidence of this super scape is to allow residence to park their car in this all in one structure.

Copper Wire soldered to create various forms. A 2’ by 2’ wood frame was built to create the boundaries.

Early moves began to take shape. These moves would help understand the model better.

Projectâ&#x20AC;&#x2122;s Initial diagram exploration

Documentation of the models 63

Mapping iterations show evidence of unique spatial explorations that led to unique territory discoveries.

Mappings of Knoxville showing the major moves of the city.

Different areas of city densities. Bounded by movement roads 64

Investigation of possible areas of infections for a super scape

Copper model shown as if it were to land on site 65

Evidence that a Multi Park could eventually become a Medium Mega Super Scape with Knoxville as its ground.

Passages of History Project: Historic Preservation + Urban Location: Rome, Italy Program: Library Professors: Riccardo Dâ&#x20AC;&#x2122;Aquino + Francesca Riccardo Award: Hnedak and Bobo Study Abroad Competition (Honorable Mention) Located on this site with centuries of history, the Library at Trajanâ&#x20AC;&#x2122;s Market addresses the problem of how to build upon ancient ruins. With several different structures built throughout history, the interaction of visitors with each layer was a unique opportunity to design for. Utilizing a system of walkways, visitors move between the ruins and the new building creating a strong understanding of old compared to new. Through this contrast, the ruins and their sense of the past is emphasized.

Ruins Program

Circulation

Ruins

Interior Perspective

Design Sequence 68

Cut

Remove

Add

Connect

Learn

East Section Perspective

a) Longitudinal Section b) Early Section Sketches c) Salita dell Grillo Elevation d) Early Facade Sketches Ruins Floor 70

Library Floor

Office Floor 71

Green Oak Initiative - Diploma Studio Project: Research + Design + Design Build Location: Clay County, Kentucky Program: Community Center Professor: Ted Shelton Team: Studio Class Award: UT EUReCA Research Award This project focus was interdisciplinary research that explores the potential of an underutilized byproduct of the U.S. hardwood industry as a sustainable building material. The white oak “cant” is the center cut of a milled log and is typically sold “green” or un‐dried due to characteristics that limit its usefulness as a traditional dry lumber product. Currently, cants are used in the manufacturing of shipping pallets, a low grade product with a short life. However, as cants are minimally processed, they could be used as a low cost building material with extremely low embodied energy. Yet, there are obstacles that prevent their introduction into the construction market, such as the lack of contemporary architectural and/or engineering knowledge about green oak in the building design field. The work consists of testing cants’ structural capacity, dimensional movement in assembled mockups, and weathering characteristics in exterior applications. a) Most to the “Green Oak” Lumber is produced in the east United States. Mostly found in the appalachia region of the country, White Oak is a result of 97% of all hardwood production. b) “Green Oak” is taken from the center of the milled log, since this is the part that has more limits than a regular lumber cut. c) The typical wood pallet cant d) “Green Oak” has 4 typical defects.

e) Prefabricated bents consist of a 8’x8’ Modular System.

a) 72

South Elevation

South Section 01

Located in Clay County, Kentucky, the site is located next to housing dorms for visiting volunteers. The project designed by the whole studio, consists of a dormitory, a community space and a facilty space. a) Bike Path b) Urban Agriculture c) 2 Mini-Split HVAC System 73

Rain Water collection system

Mechanical room construction

Grey Water disposal into garden

Sitting Room construction

Bedroom construction

1) 2) 3)

4) 5)

Prefabricated wall panel assembly

1) Framed window assembly, extending 1 1/2” below plywood bottom edge 2) 2x8” shelf to provide nailing surface for furring strips and window framing 3) 1 1/2” lip to fasten plywood to oak with stainless steel screws 4) 7” rigid insulation trimmed to fit and bundled prior to shipping 5) 2x4” vertical furring strips at 4’ on center to pin insulation and provide rigidity

East Section 02

1) Solar Angle 2) Cross Ventilation

West Section 03

a) Shipment of prefabricated wall panels b) Foundation poured c) Bedroom wing assembled d) Sitting space assembled e) Bathroom space assembled

e) 75

03 Sketches

Sketches The following are some sketches that were done while living in Europe and in the United States. Sketching not only allows me to understand the physical aspect of objects but also the theoretical meaning behind some of the built environments.

Analysis drawing of Sagrada

Sagrada Familia 78

04 Architectural Photography

JEAN PAUL BARON

Architecture Portfolio 2010-2019 Selected Works jbaronpa@gmail.com