DRR, E14

DESIGN REALISATION REPORT FILMBYEN, AAA, Pit herold.

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Local Plan Site Plan Project Summary Local Plan Violations Proposed Materials Ground Floor Plan 1st Floor Plan 2nd Floor Plan Section Aa Section Bb Section Cc Facade Example Foundation, Section Foundation, Plan Escape Route Material Strategy Thoma ‘Holz 100’ Finishes Mechanical Joints Roof Section Diacell Roof Roof Detail Roof Detail (joints) Staircase Strategy Window Strategy Section, Deck & Window Economy

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SIGNATURFORKLARING Lokalplangrænse

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Plads

Areal til pladsdannelse

Byggefelt (ny bebyggelse)

Friareal

Byggefelt (eksist. bebyggelse)

Vejadgang

Bevaringsværdig bebyggelse

Mulig sekundær vejadgang

Byggefeltbetegnelse

A-B

Vejbetegnelse

Vejudlæg

a-b

Stibetegnelse

Parkeringsareal

Tracé til varmetransmissionsledninger

Sti / rekreativ forbindelse

Tracé til brændstofledning

Gangareal

Kanalmotiv

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Lokalplan nr. 862

Lokalplankort

Areal til mulig p-kælder PLANLÆGNING OG BYGGERI

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100m

Mål: 1:2000 Dato: 4. december 2012 Tegnet af: ÅA BYPLANAFDELINGEN

summary of local plan

Site area: ca 32.000m2 Site usage area (TU): 110% Current building stock: 1 - 4900m2 2 - 7200m2 3 - 2400m2 4 - 6700m2 Dedicated areas for new buildings: 5 - 3750m2 6 - 3750m2

max height 25m (6 floors) Parking spaces: 300 spaces.

Bike parking: 300 spaces.

Rainwater is lead into harbour.

Waste water is pumped to Marselisborg cleansing station District Heating the newbuild may not have to be

connected to the heat sourse pipes as it should be classified as a low energy building.

Area provided by Aarhus council in 2001 to locate “Filmbyen�

- a cultural centre with focus on film. This programme is located in existing building structures in addition to a 2004 newbuild by Cubo Architects, currently used mainly for educational purposes.

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SITEPLAN, 1:1000

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PROJECT summary - Keywords Wood-based building system

The main innovation is to almost exclusively use a wooden construction. A beam and column construction supported by the Thoma ‘Holz100’ building system is the building structure.

To keep the buildings in pure wood the building heights are held under 12 m, with the top floor being less than 9.3m from the ground (fire regulations) and all the spans are not over 8m (construction system).

Double programming

Spaces are used for more than one function, in order to save material, heating, maintainence etc. add-on system with prefabricated rooms / spaces

Point foundations

In order to minimize the impact on the site, point foundation are screwd into the soil.

These can be removed after the lifespan of the building

To use as little resources as possible, a lot of the elements, (windows, decks, walls) will be constructed as prefabricated elements. These can be added on to the construction as they are done and/or needed.

creation of inner courtyard

visible installations

In order to create the highest quality of outdoor spaces on sight, two buildings are placed on site, in order to minimize wind. building mass optimized to sunlight and wind on site

In order to use as little energy as possible in the building, it is very important to use the ‘free resources’ on site as well as possible.

Thermal mass, natural ventilated spaces, intelligent placement of openings and spaces. natural movement through site Establishing phytoremidiation

To cleanse the soil and add value to the site, willow is planted beneath the green roof. These willow basins can utilize the extra rainwater all while they clean the soil underneath. expanding natural habitats

It is not realistic to recreate any nature that ‘used to be there’. But it is possible to establish new habitats for plants, animals,

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bacteria, mushrooms, trees & people. Green roofs, willow basins and a placement of programs and parking that still allows for more or less ungroomed nature support this cause.

Easily accessible and replaceable as they become obsolete. green roof Design for disassembly

See Add-on system and visible installations.

It is important that the materials are not destroyed as they are used. We want to re-use directly, not downgrade our existing materials and the energy they embody. ‘filmbyen’ not ‘filmbygningen’

Maintain architectural, social, human diversity and diversity in flora and fauna on site. Spread the program out and make it possible to add on later instead of making one big ‘packaged solution’. connect to the harbour and let the proposed recreational route run optimally through the site

Local plan VIOLATIONS Materials: As seen on the next two pages,

the project uses radically different materials than what is suggested in the local plan. This could however be dispensated for, as the local area consist of a broad range of building materials and facades, and this project only would support this more or less messy (but very charming) expression that can be seen as a quality to the site.

Parking: There are 300 parking spaces in

the project, which is also the number the local plan wants to meet. The same is true for bicycle parking.

River & recreational route: The river

placement: The local plan suggests a

placement of two six story buildings with gabels facing towards the harbour.

This project is more concerned about creating the best spaces for people than it is about the symmetry on site. This means that the buildings are placed in a way, that makes a wind free courtyard as well as create a great view towards the harbour for as many people as possible.

This is probably the biggest violation on the local plan, and will probably need a rewriting of the local plan to become a possible building project.

suggested in the local plan, is not respected in this project, as it is not seen as a realistic future player on site.

The suggested recreational route is suggested to run through the existing Filmbyen building, and this route is respected.

However, a more likely outcome is that people will walk around the gable, and this is the reason the building corners are held free in order to welcome pedestrian and bicyclists traveling along the scenic route.

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proposed materiale palette, municipality A palatte of materials is set for the new buildings on site. These are illustrated below.

According to the local plan: “The newbuild must not use reflective materials in the facade that can be a nuisance for the neighbours.

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Roofs must be clad with roofing membrane or zink - like surrounding buildings. Flat roofed proposals may have green roofs.

Roofs must be plane, apart from the portrusion of circulation shafts, roof lights and possible installation of photovoltaic panels.�

bricks

steel

zinc

glass

concrete

roofing membrane

proposed materiale palette, project In a number of points the projects differs from the local plan in regards to choice of materials - the proposed materials in the local plan are not great from a sustainability and/or re-use perspective.

Green roofs are used on parts of the

wood is the main constructive material

ZINC is not the worst roofing material and

in the proposed building. Based on the woodstock system that utilizes massive wood instead of glued cross-timber beams.

building in order to expand biodiversity on the site and can also function as a part in a water-harvesting system. The extend and depth of the roof is not yet determined. it is one of the proposed materials by the municipality. Zinc can be re-used to 95% or even directly as a building part again.

wood

zinc

glass

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GROUND FLOOR plan, 1:300

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1st floor plan, 1:300

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2nd floor plan, 1:300

CC

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SECTION AA, 1:200

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SECTION BB, 1:200

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SECTION CC, 1:200

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FACADE EXAMPLE, WEST 1:200

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Støbt gulv af lermørtel, oliebehandlet 100 mm THOMA dæk 300 mm tværgående træbjælker & isolering 400mm Stålrem af I-profiler.

400mm trykfast isolering Radonstop Genanvendelige skruepæle.

Fundament og gulv.

Rumligt snit.

1:60 27

Tværgående 300 mm træbjælker Stålrem af I-profiler med yderligere mellemliggende stålprofiler Genanvendelige skruepæle.

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4000mm

4000mm

Fundamentplan, princip 1:300

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ESCAPE ROUTE EXAMPLE (<25M)

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material strategy

wood, mechanical, disassembly.

Two building, one building system.

The decision to have two building is a result of contextual thoughts, but the building system remains the same in both buildings, both regarding the structural system, window strategy etc, as elaborated in this folder. The main differences between the two are FLOOR HEIGHTS and the GREEN ROOF on the main building. in addition to the Holz100 elements, cross laminated timber are used for the trusses and a structural beam and colum grid for structural support.

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â&#x20AC;&#x153;Every board, beam, pipe and fastener going into the Bullitt Center must meet a strict set of guidelines established by the LBC to ensure that the building is constructed of materials that cause minimal harm to the land, air, water and people during the extraction, harvesting, processing, manufacturing, and transportation of that material.â&#x20AC;?

BullittCenter.org

The project is an attempt to design as much for disassembly as possible (and, as a result, also designed to be quickly erected and easy to maintain).

As a result of this there is used no concrete in the project, as of now. This results in a more experimental foundation consisting of screw-piles and a steel frame.

thoma ‘holz 100’ wood elements

pressed natural straw, structural and insulating

‘Holz 100’ is pure solid wood, untreated and free of toxic chemicals. Walls are left free from mould and condensation. The unique wooden-dowelled cross laminated construction results in no air leaks, no shrinkage and no thermal bridges.

Walls, ceilings and roofs can be made in thicknesses from 12 to 40cm and the elements are prefabricated with CNC milling and quickly assembled on site.

The elements consist of layers of FSC certified wood that are connected mechanically instead of chemically, which means no glue or preservatives.

Holz 100 provides very good insulation due to the thin layers of air between each layer of wood, and no aditional insulation is needed.

The Holz100 40cm thick thermo-wall has a certified thermal conducting co-efficient of 0.079W/mK which is a world record among all structural building materials.

The wood is breathable and to keep as much of the woods natural abilities, no vapor barriers are used together with the wood panels in this project.

Additionally the Holz 100 elements have very good abilities regarding fire concerns (Thoma Holz100 40cm thick wall: REI 120 minutes, or F90 fire resistance) and acoustics. (http://www.thoma.at)

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Outdoor finish on panels

indoor finish on panels

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mechanical joints & visible instalations CALLED FOR INCH PLYWOOD ON THE ROOF FOR LATERAL SHEAR WE USED ¢ INCH PLYWOOD WHICH MADE IT EASIER TO SCREW IN THE HUGE PHOTOVOLTAIC PANELS v

4HEY ALSO USED PLYWOOD FOR BACKING PANELS ON SOME WALLS AND Accesible, construction, transformable, plug and play.

INSTALLED INCH PLYWOOD TO THE mOOR ASSEMBLY ON TOP OF THE X S

mechanical joints are a continuing theme in the project. The THOMA wood

FOR STRUCTURAL DIAPHRAGM 4HE mOOR PANELS WERE COVERED WITH AN INSULATION MAT TO SERVE AS A NOISE BARRIER FOLLOWED BY THREE INCHES OF CONCRETE TOPPING SLABS ON EACH mOOR TO PROVIDE THERMAL MASS AND FACILITATE -ILLER (ULL S NATURAL VENTILATION AND NIGHT mUSHING STRATEGIES .IGHT mUSHING IS AN ENERGY SAVING STRATEGY USED TO mUSH HOT AIR OUT OF A BUILDING DURING THE EVENING TO NATURALLY COOL ELEMENTS WITH THERMAL MASS WITHIN THE BUILDING AND BLOW OUT STALE AIR 4HE CONCRETE SLAB ALSO CONTAINED EMBEDDED RADIANT HEATING AND COOLING COILS

WENT UP QUICKLY AND EFlCIENTLY v SAID :ULCH h/UR CRANE LOWERED EACH BEAM INTO THE STEEL HELMETS FOR A SNUG lT 4HE BUCKETS WERE PRE SLOTTED SO OUR CREW JUST SCREWED THEM INTO PLACE WITH A HAND HELD DRILL )T WAS FAST AND SIMPLE v #OURT ADDED h4YPICALLY DESIGNERS LIKE A CONCEALED CONNECTION BUT ) LIKE THIS BETTER BECAUSE YOU CAN SEE THE CONNECTION YOU CAN UNDERSTAND THE BUILDING IT SHOWS THE INTEGRATED DESIGN PROCESS 7HEN YOU HAVE THE ARCHITECT CONTRACTOR AND STRUCTURAL ENGINEER ALL SITTING AROUND THE SAME TABLE LIKE WE DID YOU GET A SYSTEM THAT IS AS EFlCIENT AS POSSIBLE v

Installations in the Easy building including Design Solution to Avoid Shrinkage !NOTHER NOTEWORTHY ASPECT OF THE CONNECTION IS THE STEEL POST ventilation, electrical wiring, STANDOFF h7HEN DESIGNING A TIMBER BUILDING ARCHITECTS AND ENGINEERS NEED TO KNOW THAT WOOD SHRINKS SLOWLY OVER TIME AND LAN cabling, lighting & to a degree Simply Functional Timber Frame Connectors CAN BE COMPRESSED IF LOADED PERPENDICULAR TO THE GRAIN v EXPLAINED #OURT h)F YOU RE NOT CAREFUL YOUR BUILDING CAN SHRINK UP TO HALF AN 7HEN IT CAME TO DESIGN AND INSTALLATION OF THE GLULAM BEAMS AND water pipes will be visible in the building INCH PER mOOR 4HIS ADDS UP QUICKLY WHEN YOU HAVE MULTIPLE mOORS COLUMNS THE DESIGN TEAM HAD A NUMBER OF CRITERIA FOR CONNECTORS

panels are held together mechanically instead of chemically, and the beam and colum construction will be supported by visible steel joints.

The modular system of the Thoma wood panels and the full frame windows support the underlaying ‘plug and play’ logic.

and easily accesible to allow for easy maintenance and control and to make a future replacement problem-free.

h7E LOOKED EARLY ON AT A KNIFE PLATE SYSTEM WHICH WOULD HAVE BEEN MORE ARCHITECTURAL BUT IT WAS EXPENSIVE v EXPLAINED #OURT h7E NEEDED SOMETHING THAT COULD BE EASILY AND QUICKLY INSTALLED ON SITE SO WE VALUE ENGINEERED IT BACK TO A BUCKET CONNECTOR 7E ALSO WANTED TO USE SCREWS INSTEAD OF BOLTS !ND IT ALL NEEDED TO CONNECT TO THE INTERNAL STEEL BRACE FRAME FOR LATERAL STABILITY v 4HE RESULTING HEAVY TIMBER FRAME AND BUCKET CONNECTOR SYSTEM WAS SIMPLE AND STRAIGHTFORWARD h%ACH BEAM WAS CUT TO LENGTH ON SITE AND THEN LIFTED BY CRANE AND PLACED INTO THE BUCKETS WITHOUT THE NEED FOR TEMPORARY SHORING OR SCAFFOLDING v #OURT SAID h&RAMERS THEN FASTENED THE BEAMS TO THE BUCKET CONNECTORS USING INCH DIAMETER 3$3 SCREWS INSTEAD OF THE TYPICAL LARGER

BOLTED CONNECTIONS TO SAVE TIME AND ELIMINATE THE NEED TO PRE DRILL THE BEAMS 4HE SCREWS COULD BE INSTALLED CLOSER TO THE END OF THE BEAM WHICH GAVE US A SMALLER SIMPLER CONNECTOR WITH A MORE ELEGANT MINIMAL EXPRESSION v 4HE INNOVATIVE DESIGN OF THE BUCKETS WHICH 3CHUCHART S CREW CALLED HELMETS RESULTED IN SMOOTH ERECTION h4HE TIMBER FRAME

AND MAKES IT DIFlCULT TO DETAIL A HIGH PERFORMANCE ENVELOPE v 4O AVOID THIS ISSUE 3CHUCHART CREWS INSERTED A STEEL TUBE TO CONNECT THE TOP OF ONE TIMBER COLUMN TO THE BOTTOM OF THE NEXT 4HEREFORE ANY RADIAL SHRINKAGE IN THE BEAMS AND GIRDERS WILL NOT IMPACT THE COLUMNS h4HE RESULT IS A TIMBER FRAME BUILDING THAT SHOULD NOT SHRINK AND SETTLE OVER TIME v #OURT SAID

Natural Fire Protection /NE OF THE GREAT VIRTUES OF A HEAVY TIMBER STRUCTURAL SYSTEM IS THE NATURAL lRE RESISTANCE INHERENT IN THE SIZE OF THE WOOD MEMBERS h7E KNOW THAT WOOD BURNS BUT IT DOES SO AT A RELATIVELY SLOW AND PREDICTABLE RATE v EXPLAINED #OURT h3O WERE THERE EVER TO BE A lRE IN THE "ULLITT #ENTER THE TIMBER WOULD CHAR ALLOWING PLENTY OF TIME FOR OCCUPANTS TO VACATE AND THE lRE DEPARTMENT TO ARRIVE v !DDITIONAL lRE PROTECTION IS GAINED BY THE FACT THAT THE BUCKET CONNECTORS WERE INSTALLED SO THAT MAIN GIRDERS BEAR DIRECTLY ON THE TIMBER COLUMNS THAT SUPPORT THEM FROM BELOW h)N THE EVENT OF A lRE EVEN WHEN THE STEEL BUCKETS ARE WEAKENED BY HEAT WE

$FRA-344_BullittCenter_CaseStudy_May2013.indd 6

6/13/13 3:37 PM

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30mm Sedum måtte 50mm Diacell Geoceller 50mm SEM Jordsubstrat (20%) 10mm Rodbeskyttelsesog vandreservoirsdug

5mm LTFE vandfast dug 25mm Trykfast isolering 18mm Ståltrapezplade 350x60 Trælægter 350mm Halmisolering 18mm Ståltrapezplade

500x300mm Spær, 180mm synligt indefra

Tagopbygning.

Rumligt snit.

1:20

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diacell, slanted green roof

sedum roof, green, herbs, biodiversity.

The slanted green roof is tilted at an Angle of 52* degrees, which makes a ‘standard’ construction of a green roof difficult.

It is necessary to have a layer of ‘Geocells’ that can hold the earth and on top of which the sedum will be placed. The roof construction is explained in detail in the 1:20 section.

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The roof can support sedum, mosses & herbs.

The roof will hold some water and release it more slowly than a non-green roof.

The roof holds organic material and will contribute to the bio-diversity in the area.

Zinkkappe udføres med fald mod grønt tag.

Taget støttes af tværgående træbjælke.

Af brandmæssige årsager holdes det grønne tag 500 mm fra vinduesåbninger i kviste.

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Samlingsdetaljer i undertag 1:10, udsnit.

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staircase strategy

removable, simple, wood, steel.

the staircases both inside and outside of the building will mainly be comprised of steel.

Outdoors the escape route staircases

will be made of galvanized steel and steel grating for the steps, without any risers.

These staircases will be easily removable and can be used in order buildings after the lifespan of the project. The staircases will be delivered ready to the site and are easily mounted and require little maintenance.

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indoors the staircases will be steel girders

with wooden steps. These are easy to maintain and can be used in a number of different building after the lifespan of the project.

Window strategy

full size standardized, Hidden frame, plug and play.

windows in the two buildings will

mainly be full sized windows that stretches from one column to the next (3700mm).

In selected places the full frame windows will be replaced by cut windows with mullions in order to make openable windows. (see reference below) Towards the courtyard, the slanted green roof will provide protection from the south sun in order to reduce the necessity for

cooling the building. In strategic places the green roof is penetrated to make room for meeting spaces. Through these meeting rooms the offices are also provided with warmer sunlight from the south, but in a controled manner.

The window frames are placed in a manner that they are hidden from the inside but can still easily be removed from the outside.

(Detailed in 1:20 section)

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300mm prefabrikerede Thoma massivtræsmoduler, evt med forskårede vindueshuller

Storformat Thermorude

Dækkets overside lakeres.

Skjult vinduesramme 400mm prefabrikerede Thoma massivtræsdæk.

500x300mm limtræs bjælke.

Dækkets underside pudses med brandhæmmende gipspuds.

Tværgående limtræs-bjælke.

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økonomisk overslag standard byggeri

Dato: 04.01.2015 Projekt: Århus filmby Poster

1. Grundudgifter

Pris

10 % af byggesum

2. Rådgivning, honorar mv.

16 % af byggesum

3.* Håndværkerudgifter

Kr.: 11.200.000 Kr.: 54.488.750

4. Vejrligsforanstaltninger

2 % af håndværkerudgifter Kr.: 1.089.775

5. Etablering af byggeplads

2 % af håndværkerudgifter Kr.: 1.089.775

6. Uforudsete udgifter

10 % af håndværkerudgifter Kr.: 5.448.875

Totale anlægsudgifter excl. moms

Kr.: 80.317.170

Moms

Kr.: 20.079.295

Totale anlægsudgifter inkl. moms

Kr.: 100.396.460

Totale anlægsudgifter pr. m2

Kr.:

3.* Total m2 fordelt på kategorier: Værksteder 759 m2 Kontor arealer 1737 m2 Restaurant 551 m2 Undervisning 1783 m2 Total m2

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Kr.: 7.000.000

4830 m2

20.790

økonomisk overslag kompliceret byggeri

Dato: 04.01.2015 Projekt: Århus filmby

Poster

Pris

1. Grundudgifter

10 % af byggesum

Kr.: 7.000.000

2. Rådgivning, honorar mv.

16 % af byggesum

Kr.: 11.200.000

3.* Håndværkerudgifter

Kr.: 68.110.935

4.* Vejrligsforanstaltninger

4 % af håndværkerudgifter

Kr.: 2.724.440

5. Etablering af byggeplads

2 % af håndværkerudgifter

Kr.: 1.362.220

10 % af håndværkerudgifter

Kr.: 6.811.095

6. Uforudsete udgifter 7.* Etablering af grønt tag

Kr.: 1.539.000

8. Industrikøkken, inkl. Kølerum

Kr.: 3.400.000

Totale anlægsudgifter excl. moms

Kr.: 102.147.685

Moms

Kr.: 25.536.920

Totale anlægsudgifter inkl. moms

Kr.: 127.684.605

Totale anlægsudgifter pr. m2

Kr.:

26.436

3.* Total m2 fordelt på kategorier: Værksteder 759 m2 Kontor arealer 1737 m2 Restaurant 551 m2 Undervisning 1783 m2 Total m2 4830 m2

Der lægges en prisregulering på 1,25 oveni enhedspriserne, da der er tale om et kompliceret byggeri.

4.* Udgifterne er inkl. Totalinddækning.

7.* Grønt tag udgøre i alt 1710 m2 á kr. 900 kr.

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