Bachelor ThesisAfter the harbor basin in late 19th 5century was filled mostly in twochannels - Naviglio Grande andNaviglio Pavese, are still the onlyintact channels of Milan.
Milan, 2013View onto the northpart of the old harbourwhere the design isplaced.
Bachelor Thesis1 Extension of the inner 2 Docking the design toharbor in direction of the the walls of the extendedneighboring buildings in inner harbor.the North. 5
Milan, 2013 +1 12 1 3 ±0 2 3 -1
Bachelor Thesis 1 Checkroom 7 Bar 2 Head Office 8 Grand hall 3 H2O Bar 9 Restrooms 4 Staff 10 Storage 5 Storrage 11 Equipment 6 Halation 12 Roof terrace Grundstücksgrenze ca. 15,00 m ca. 8,00 m KLAUS - GROTH - STRASSE 9 11 54 6 6.00 Uhr 7 9 15 17-2 KLAUS - GROTH - STRASSE 12 14 16 18 20 10 11 8 9-3 5
Milan, 2013 Longitudinal section 1 3 21 H2O bar2 Halation3 Foyer4 Grand hall5 Roof terrace
Bachelor ThesisCross Section 5 3 1 2 4 5
Balter / To dance artlesslywithout particulargrace orskill but usally with enjoy-ment.
5
Frankfurt/Main, 2015Private Client6 residentsStart of construction: 2016900 sqm living space2,5 Mio. EuroCollaboration in servicephases 1 and 2www.1100architects.com
Residential BuildingVilla Dornbusch.The property to be built is located inFrankfurt's district Dornbusch, alsoknown as \"Dichterviertel\" and is oneof Frankfurt's preferred residentialareas. It is characterized by Art Nou-veau and historicism buildings, partlywell preserved villas and single-familydwellings.On the 1200 sqm property is currentlystill a dilapidated, single-family dwel-ling which has released for demolition.Instead, a generous and representativevilla is being built. 6
Frankfurt/Main, 2015
Residential BuildingThe existing villa, 6built in 1926, needto pull down due tostatic conctructiondefects.
Frankfurt/Main, 2015 Grundstücksgrenze Grundstücksgrenze Grundstücksgrenze 9 Elevation Street Elevation to property66..0000 UUhhrr 15/17 Eleva ca. 15,00 m ca. 13,50 m ca. 13,50 m 9 9 1515 1717 K LKALUASU-SG- RGORTOHT-HS- TSRTARSASSES E 1212 1414 1616 1818 2020 ca. 8,00 mKLAUS - GROTH - STRASSE 9 15 17 11 15 17 6.00 Uhr 6.00 Uhr99 15 17 15 17 K L A U S - GKRLOATUHS -- SGTRROATSHS -E S T R A S S E12 1124 16 14 16 18 2108 20 Grundstücksgrenze GrundstücksgrenzeAnsAicnhsticNhat cNhabcahrbbaerbbaeubuanugunIIg II 12.1026..0260.125015 6.00 Uhr 12 Elevation Street 14/16 Elevation Street ca. 15,00 m ca. 13,50 m9 15 17 Ansicht Nachbarbebauung I Ansicht Nachbarbebauung IKLAUS - GROTH - STRASSE 12.06.2015 ca. 8,00 m12 14 16 18 20 12.06.2015 KLAUS - GROTH - STRASSE 9 11 15 6.00 Uhr 18/20 Elevation Street 9 15 17 KLAUS - GROTH - STRASSE 12 14 16 18 20 Ansicht Nach 1
Residential Buildingation Street Elevation to property AAnnssicichhttNNaacchhbbaarrbbeebbaauuuunnggIII 1122.0.066.2.2001155 9 15 17 18 20 12 14 16 17 An harmonical insertion of the new buidling to the streets-hbarbebauung I capeand the historical buildings12.06.2015 is important. An architectural language which deals with tradtion and modern spirit shall help. 6
Frankfurt/Main, 2015Second Floor Attic StoryFirst Floor Basement
Residential BuildingAtticSplitted into a living-, children-,and parents level plus a loungein the attic and a fun area incl.an apartment for the nanny inthe basement. Overall the use-ful area is ca. 900 sqm. 6
Frankfurt/Main, 2014 It‘s all about the details. Construction document phase of 7 row houses and 4 semidetached houses at Riedberg Frankfurt/Main.
Construction documentation phaseThe 7 row houses and 4 semidetachedhouses creating an ensemble betweenother single-family houses / multifamilyresidences and are located in Riedberg, anew city district of Frankfurt/Main. On thefollowing pages you can find a selction ofthree leader detail drawings.Collaboration in service phases 2 - 5www.1100architects.comwww.parkstadt-riedberg.de 7
Frankfurt/Main, 2014 a Lightwell Lightwell (plastic) with an installation frame system 1 Interior plaster t = 15 mm Outwall t = 240 mm Sealing on outerwall according to DIN 18915 Perimeter insulation t = 140 mm Exterior plaster/base plaster t = 20 mm 2 Drainage course Waterproof foil Perimeter insulation t = 140 mm (or Drainage course insulation t = 140 mm) Sealing according to soil expertise, DIN 18915 Reinforced concrete wall 3 Fully insulated frame encased in reinforced concrete wall 4 Perimeter insulation: Cover frame for lightwell system and system insulation around for the mounting of the lightwell 5 Lightwell (plastic) installation frame system 100 x 150 x 40 6 Drain wastewater into infiltratable soil; Seal the lightwell circumferentially, base plaster around the lightwell 7 Soffit plates 8 Stone window bench according with a slope 9 Sealing at the insulation level according to the system 10 Joint sealing tape 11 Cement Wall ending with ETICS, height surrounding
Construction documentation phase Sealing window inside: 7 vapor-proof; outside film 8 sealing, bond superna- 9 tant 150 mm with Kemper 10 foil. OKFFB +- 0.00 OK Randstein -0,05 OKRD -0,1528 15 3 OK Lichtschacht 15 -0,17 Betonrandstein in 15 Magerbetonbett 14 425 6 UKRD -0,43 156 UK Sturz -0,99 45 360 OK Brüstung - 1,59 OK Sohle LS 0,99 ü. OKFFB KG 6 2 24 14 Verfüllmaterial versickerungsfähig 7
Frankfurt/Main, 2014 b Attic Green roof system extensively / Flat roof (zero grade) 1 Extensive roof greening, a mix of seeds and sprouts Soil, ca. 70 mm System filters / Filter fleece Drainage element, ca. 50 mm (ensures the distance from stagnant water to planting) Separating mat and protection mat Root membrane optional - needed on bitumen waterproofing Sealing optional a) FPO sealing sheet, minimum t = 1,8 mm, single ply b) two-ply, Polymer bitumen strip Root protection layer Isloation according to Thermal insulation certificate t = 240 mm i.M., WLG 035, 0° slope Reinforced concrete wall t = 240 mm 2 Insulating wedge 3 Parapet plates on substructure 4 Joint sealing tape 5 Furrow 6 Reinforces concrete attic t = 150 mm Exterior isolation MW t = 140 mm Exterior plaster t = 25 mm 7 Zip - Screen sun protection, installation box 110 / 130 8 Base plaster 9 Doubling profiles suitable to the overlapping frame and sun protection
Construction documentation phase4 35 OK Attika + 10,66 2OK Attika Roh +10,488 1 55 75 19 12 10 OK Rohdecke + 10,10 mind. UK Decke Roh + 9,86 3 165 15 24 6 24 7 8 3 12UK Sonnenschutz 9+ 9,70 7
Frankfurt/Main, 2014 c Steel cheek stair and a reinforced concrete flight of stairs with solid wood steps 1 Multilayer parquet t = 15 -16 mm Screed t = 62 mm (screed coating t = 45 mm) Castellated panels incl. heating pipe Sound insulation board t = 12 mm Insulation board t = 60 mm 2 Reinforced concrete flight of stairs, finished part t = 190 mm 3 Solid wood stair cover, continuing in floor Formation of joint in silicon / cork 4 Steel cheek t = 15 mm, fixing on reinforced concrete flight of stairs 5 Flat steel stab 45/15 mm (Space stabs < 120 mm) 6 Handrail solid wood beech / oak 45 x 25 mm 7 Upper - / lower chord 45/15 mm Lower chord as a rest for the stair spindles 8 Top steel cheeck = top plinth 9 Joint cork / silicon 10 Solid wood steps 40/290 mm flash with a steel angles in L-form 10/220/80 mm, fixed with countersunk screws, Steel angle welding laterally on cheeks 11 Solid wood surface flash with top of the finished floor 12 Leveling reinforced concrete wall t = 340 mm below base plate 2 13 Steel cheek flash with front edge of the plinth Steel cheek t = 15 mm as plinth, flash with plaster level (t = 15 mm) Interior plaster t = 15 mm Reinforced concrete outwall t = 240 mm
UKRD -0,765 m Stb. Lauf T1 Hausanschlussraum VKRD Versprung UK -0,765 m Stb. Lauf T2 Deckenversprung Stb. Lauf T1 Stb. Lauf T2 unter Müllnische UKRD -3,22 m OKRD Sohlplatte 1 UKF Abhängung Fertigkante VK Abhängung u. T2 +1,87 m OKFFB Putz C 1 -2,88 m OK Sockelleiste +0,06 m OKFFB VKRD Versprung UK -0,765 m KG Flur 125 12 905 93 KG Flur UKRD -0,43 m VKRD 3.3 OKFFB -2,73 m Mittelachse Treppe 1,17 OKFFB -2,73 m 1,15 OKRD -0,15 OKRFB -2,88 m 1,73 OK Sockelleiste 1,71 Fertigkante EG Flur/ 1,73 VKRD 3.3 ü. KG UKRD -0,43 m VKR Stb. Lauf T2 +0,06 m OKFFB 1,73 Geschossdecke Eingang Belagswechsel (Kork/Silikonfuge) 8 3 VKR Stb. Lauf T1 VKRD 3.2 ü. KG 26 26 26 26 26 26 26 24 UKRD -0,43 m 2,60 (Stb. Lauf T2) EG Flur/Eingang 1 OKFFB +/-0,00 m VKRD 3.1 ü. KG UKRD -0,43 m OKRD -0,15 m T2 Stb. Treppenlauf 90 (Geländerhöhe ab OKFFB) VK Sohlplatte 2 OKRD -1,67 m Holzbelag VKRD 3.4 ü. KG UKRD +1,09 m 45 7 VK Sohlplatte 1 OKRD -2,88 m 11 T3 7 3 6 8 Stg.; 18,9/26 Stahlwangentreppe 6 Luftraum 1,07 (Geländerhöhe ab OKFFB) 10 Holzbelag liRh: 5,63 ab OKFFB 8 Stg.; 18,9/26 15 34 26 26 26 26 26 26 26 VKRD 4.2 ü. KG UKRD +1,09 m 1,80 (Stb. Lauf T1) 15 5 26 26 26 26 26 26 24 24 26 26 26 26 26 26 14 4,305 535 1,125 325 25 985 33 4,305 24 90 (Höhe Geländer ab OKFFB) 622 11 2,30 (Sohlplatte 2) Verlauf Stb. Wand d = 34 cm unter Sohlplatte 2 3 T2 3 19 Stb-Treppenlauf 22 1 Holzbelag 285 1 34 8 Stg.; 18,9/26 VK Sohlplatte 2 OKRD -1,67 m VK Stahlwange VK Stahlwange VK Stahlwange VK Stahlwange 2,24 (Treppenauge) 4 2 7 T3 Stahlwangentreppe T1 5 OKFFB -1,33 m 1 66 Holzbelag Stb-Treppenlauf OKRFB -1,36 m 14 25 8 Stg.; 18,9/26 Holzbelag 7 Stg.; 17,4/26 55 OKRD -1,90 m 44 6 OKFFB -1,52 m OKRFB -1,67 m 2 VKRD 2.2 VKRD 2.1 165 11VK RD 2.2 7 Construction documentation phase 54 Grundriss Stb. Lauf T1/T2 1,365 OKRD -1,67 m OKRD -1,89 m 12 775 M 1:20 165 75 VKRD 2.1 OKRD -1,90 m 13 T1 Stb. Treppenlauf 11 Holzbelag 7 Stg.; 17,4/26 VKR Stb. Lauf T1/T2 VKRD 2.2 OKRD -1,67 m Belagswechsel (Kork/Silikonfuge) VKR Stb. Lauf T1/T2 12 UKRD -2,01 m KG Wohnen/Essen 915 KG Essen/Wohnen VK Sohlplatte 1 OKRD -2,88 m 85 85 95 (Breite Roh Stb. Lauf T2) 135 OKFFB -1,52 m 93 (Breite Roh STtb. Lauf T1) 12 OKRD Sohlplatte 2 775 Stufen Stb. Lauf T1 -1,67 m 775 Stufen Stb. Lauf T1 Roh 75 2,10 (Treppenauge / Sohlplatte 2) 775 75 KG Wohnen/Essen VK Sockel- leiste OKFFB -1,52 m OKRFB -1,67 m Mittelachse Treppe D OK Sockelleiste 1,17 +0,06 m OKFFB 17 37
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