marlene rostgaard portfolio

architectural technology & construction management

marlene rostgaard - portfolio

Mit navn er Marlene Rostgaard Jensen. Jeg er 27 år og studere architectural technology and construction management i Aarhus. Jeg går på 5. semester og søger derfor en praktik plads i mit 6. semester fra februar til juni 2012.

Jeg er født og opvokset i Fredericia, med en multi håndværker som far og en mor som pædagog & kunstner. Min måde at arbejde på, er altid med en kreativ og resultatorien-teret tilgang til de opgaver, jeg får stillet.Jeg trives bedst med en masse ansvar, og jeg ser muligheder frem for begrænsninger. Jeg har altid et godt humør, og det har altid smittet af på mine kollegaer.Mine interesser ligger inden for design, digitalisering af byggeindustrien og nye bæredygtige konstruktioner.

Når jeg ikke laver bygnings projekter, så tilbringer jeg en del tid sammen med min familie og kæreste. Ved siden af dette har jeg en lille grafisk virksomhed, hvor jeg laver små online spil og markedsførings materiale.

Jeg har valgt at tage bygningskonstruktør uddannelsen på engelsk, da samarbejdet mellem DK og verden er i globalforandring, hvilket ligger op til større samarbejde landene imellem. Ved at tage uddannelsen på engelsk, har jeg ikke kun forbedret mine sproglige kundskaber, men også oplevet, at de forskellige nationaliteter og kulturer, har været en fordel ved projektarbejde. Jeg har fået indblik i hvordan bygningskulturen er i andre lande, og har høstet inspiration fra de forskellige arbejdsprocesser og metoder.Derfor mener jeg, at jeg er rustet til fremtidens byggeindustri.

informationarchitectural technology and construction management eller bare bygningskonstruktør.

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2010

2011

2012

Nuskin distributør konsulent Xware grafiske designer Projektleder/grafisk designer accedo A/s Eget firma desginsmecker I/S

HF Multimediedesigner Bygningskonstruktør/architetural technology and construction management

Photoshop

software

Indesign

IllustratorRevit

Autocad

MS project

Office pakken

Dansk

sprog

Dansk skriftligt

Engelsk Engelsk skriftligt

cV

Kontakt infoMarlene Rostgaard JensenMejlgade 49. 1. tv8000 Aarhus51 52 97 [email protected]/wordpress

indholdsfortegnelseIndustri fabrik - præfab - 3. semesterFunktions analyse og skitser .................................................................... 3Brand plan og tværsnit ............................................................................. 4 Produktion flow, kvalitets kontrol & element deltaje .............................. 5Element detaljer & pris ............................................................................. 6Etagebyggeri - 4. semesterRenderede billeder .................................................................................... 9Network diagram & materiale/sol analyse .............................................. 10Specialisering - Balkon .............................................................................. 11Lyd analyse & 4. semester rapport ......................................................... 12Karakterblad............................................................................. ................. 13

industri fabriK - præfab

industri fabrik

beskrivelse3. semester projekt bestod af en rådgivende og udførende del, hvor opgaven var at designe en beton element fabrik til 40 medarbejder i præfabrikerede elementer. Fabrikken består af et kontor i træ elementer og en produktion hal i beton elementer.

Rådgivende rolle• Design• Tegningmateriale til myndighedsgodkendelse• Diverse analyser og udbudsbeskrivelse• Projekt planlægning

Udførende rolle • Element tegning• Montage detalje• Sikkerhedsforanstaltning og kvalitets konstrol

Transportation

Transportation cost

Transportation cost

Functional analyses Subject: Wood cladding Group 2 - Marlene Rostgaard Date: 13-09-2010

BR08 demand Remarks

Fire

Fire

Fire

Poor

Poor

Poor

Acceptable

Acceptable

Acceptable

Good

Good

Good

Sound

Sound

Sound

U-value

U-value

U-value

Function

Function

Function

Appearance

Appearance

Appearance

Life expectancy

Life expectancy

Life expectancy

Excution of work

Excution of work

Excution of work

Price

Price

Price

Envirmental compatibility



Operation &maintenance

Operation &maintenance:

Operation &maintenance:

Actual

Actual

Actual

The wood contains “thujapliciner” and that prevent rot and fungus. The wood can be used untreated and still have a long life expectancy (50 year) = reduce environmental impacts by, instead of pressure treated wood, using http://vot.teknologisk.dk/4444http://ipaper.ipapercms.dk/MoelvenSkandinavien/DK/TeamVisual/Bekldnings-mappe/ Assembling : page 2 – 5

Fire: Canadian cedar fire impregnated with Moelven FGT fire proofing meetsmaterial requirement for the formerly known as Class A material and which today is called B-s2, d0. The requirement is satisfied by the classification test according to the new common European fire classes.

Price: 280 DKK pr M2

(http://www.terrassesnedkeren.dk/index.php?page=canadisk-ceder-klink-150mm-2)

After treatment is Superwood opponent skilfully to rot and fungus, and it can be processed without the unprotected wood is exposed. Yet it appears just as bright and light as untreated wood.

The process uses no heavy metals and leaving no organic solvents in the tree, so you can confidently use the for all types of timber cladding for outdoor use - for cladding facades garages to patios, fences and hedges.Craftsmen experiencing additional benefits that they can work with it impreg-nated wood without special protection. It is also easy to handle, because it is not moistened during the process and therefore can be surface treated immediately. Another advantage is that the Super Wood may be disposed of as ordinary com-bustible waste.

30 year of life expectancy (http://www.superwood.dk/fileadmin/filer/billeder/PDF/Teknologisk_Institut.pdf)

Since Superwood not contain heavy metals, it can be disposed as ordinary om-bustible waste

Siberian larch is a conifer black in contrast to pine and spruce loses its needles in autumn. Larch distinguishes itself with some good characteristics, includinglow moisture absorption, high resin and high tannin content, high strength and hardness, good natural durability.

The emphasis is on ship lation dry wood 550-770 per kg. m3. and freshly cut wood 750-990 per kg. m3. There is talk about a hardness in the tree along with ash.The high density gives great strength and a hard surface, but also makes it more brittle wood and hard to force or maintain in a certain position.

Have a tendency to twist and squirm after mounting.

Fire: Larch can be due its high resin content and high heartwood not be fire pres-sure impregnated for use as a Class 1clothing.

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

x

D-s2, d0Class 1

D-s2, d0Class 1

D-s2, d0Class 1

Class 2

D-s2, d0Class 2

Fireimpre-nated:B-s2,d0Class 1

Non Non

Western Red Ceder

SUPERWOOD - fir treeEvironmentally certified

Nordic spruced

Larch

The choosen solution

funktions analyseBoldsen’s Architect &

Engineering consultancy company mounting branch

elements ltd

3

UP

1146 m²Production

21600

1890063258

Section 1

78 m²Canteen

28 m²Meeting Room

10 m²Office B

9 m²IT Room

15 m²Office A

12 m²Main Door

101 m²Open office

33 m²

Shower and LockerWomen

33 m²

Shower and LockerMen

5 m²Install Room

6 m²WC H

3 m²WC

Category 1 (3)

Category 1

101 m²Warehouse 2

48 m²Warehouse 1

11 m²Office D

11 m²Office C

Section 21295m2

Category 1

Compartment1

160m2

Compartment2

100m2

2500025000

Compartment3

83m2

1300

1010

R R R R R

R R

EI 60 Broof t2

R 120 A2-s1,d0

Unclassified 120 A2-s1, d0

REI 120 A2-s1,d0 - Fire sections

R 60 B-s1, d0

REI 60 A2-s1,d0 - Fire compartment

REI 60 B-s1, d0 - Fire compartment

Escape routes

Broof t2

EI2 30

EI 60-C

Signature

Fire Work Section C-C

A_-_8.2BU.01Fire Work Section C-C

A_-_8.2BU.01

Fire Work Section D-D

A_-_8.2BU.01Fire Work Section D-D

A_-_8.2BU.01

Demands BR08Production wall- Concrete produciton wall facades EI 60 A2-s1,d0- R60 A2-s1,d0,- REI 60 A2-s1,d0

- Concrete wall gable - north Non loadbearing and non seaperating unclassified 60 A2-s1, d0

- Concrete wall gable - South REI 60 A2-s1,d0

Office walls- Wooden office wall EI 60 B-s1,d0- R60 B-s1,d0,- REI 60 B-s1,d0

Rescue opening

Hose reel extinguishers

EXIT sign

Surface - Demand and actual valueB-s1,d0Demands BR08- Suspended ceiling B-s1,d0

- Ceiling cladding K1 10 B-s1,d0

- Wall cladding internal K110, B-s1,d0

- Roof cladding Broof(t2)

- Wall cladding external K1 10 D-s2,d2- Weather board B-s1,d0

- Floor Dfl-s1

Openings- Door between two fire sections EI 60-C

- Doors in between fire compartment EI2 30

Distance to boundaries- External surface K1 10 B-s1,d0

EXIT

EXITEXIT

EXIT

EX

ITEX

IT

EXIT

EXIT

EX

IT

R

Signature

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

All measurement is in millimetres

1 : 100

Design detail 1

Fireplan

Marlene Rostgaard Jensen

17/01/11

A_-_8.3SE.01

09bk2ena

A_-_8.3SE.01

PRODUCED BY AN AUTODESK STUDENT PRODUCT

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brand plan & tværsnit

3031

140

2650

5821

400

3800

3100

200

2500

2700

4000

400

2700

2700

Production

Warehouse 3

Warehouse 2Canteen

Meeting room Office B Office C Office D

2145

1248

730

200 1

50

50

200 5

0 2501

00

2790

6500

900

5771

Production

5360

EI 60 Broof t2

R 120 A2-s1,d0

Unclassified 120 A2-s1, d0

REI 120 A2-s1,d0 - Fire sections

R 60 B-s1, d0

REI 60 A2-s1,d0 - Fire compartment

REI 60 B-s1, d0 - Fire compartment

Escape routes

Broof t2

SignatureDemands BR08Production wall- Concrete produciton wall facades EI 60 A2-s1,d0- R60 A2-s1,d0,- REI 60 A2-s1,d0

- Concrete wall gable - north Non loadbearing and non seaperating unclassified 60 A2-s1, d0

- Concrete wall gable - South REI 60 A2-s1,d0

Office walls- Wooden office wall EI 60 B-s1,d0- R60 B-s1,d0,- REI 60-B-s1,d0

Rescue opening

Hose reel extinguishers

EXIT sign

Openings- Door between two fire sections EI 60-C

- Doors in between fire compartment EI2 30

Distance to boundaries- External surface K1 10 B-s1,d0

EXIT

R

SignatureSurface - Demand and actual valueB-s1,d0Demands BR08- Suspended ceiling B-s1,d0

- Ceiling cladding K1 10 B-s1,d0

- Wall cladding internal K110, B-s1,d0

- Roof cladding Broof(t2)

- Wall cladding external K1 10 D-s2,d2- Weather board B-s1,d0

- Floor Dfl-s1

EI2 30

EI 60-C

PROJECT:

SUBJECT:

DRAWN BY:

SCALE:

CLASS:

DATE:

All measurement is in millimetres

1 : 50

Design detail 1

Fire section


17/11/2011

A_-_8.2BU.01

09bk2ena

A_-_8.2BU.01


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Quality level

Quality value

Costs / Kr.Costs / Kr.

Produktion flow, kvalitets kontrol & element deltaje

Flowchart

5

Element detaljer & pris

Case no. 123-2009 Date of calculation: 10.12.10 Wage of blue collar (DKK): 180,00Case Calculated by: JM Social cost %: 35Client Diamond jewelry factory Rev. date : 16.12.10 Wage of blue collar (DKK): 243,00Contract Element contract Controlled by:Panal no.: W1 Element m2 19,30 Price Index : 123,3

Description of ActivitiesTime each

m2Total time in

min.Pay an hours

Total (DKK) Amount Unit

price at each unit

Total price (DKK) Price

Total (DKK) Unit

Total (DKK)

1 Cuting the wood for framing & batten & fillets 60,00 243,00 243,00 243,002 Cuting plates 60,00 243,00 243,00 19,30 m² 243,003 Assembling the frame 45,00 243,00 182,25 44,37 m 48,24 2140,41 2322,664 Mounting the DPM 30,00 243,00 121,50 19,50 m² 2,5 48,75 170,255 Mounting the cross battens 47x47 45,00 243,00 182,25 35,57 m 10,55 375,264 557,515 Mounting the cross battens 47x98 20,00 243,00 81,00 5,08 m 15,8 20,88 101,886 Mounting the cross battens 47x300 20,00 243,00 81,00 5,08 m 48,24 53,32 134,327 Installation 20,00 243,00 81,00 0,00 m 0 0 81,008 45mm Insulation 60,00 243,00 243,00 19,00 m² 23,1 438,9 681,909 Mounting plywood 45,00 243,00 182,25 15,41 m² 151,2 2329,99 2512,24

10 Mounting gypsumboard 45,00 243,00 182,25 15,00 m² 39,42 591,3 773,5511 300mm Insulation 45,00 243,00 182,25 19,00 m² 99,95 1899,05 2081,3012 Mounting windgypsum board 45,00 243,00 182,25 15,41 m² 41,04 632,426 814,6813 Counter-battens is mounted 45,00 243,00 182,25 30,03 m 9,43 283,164 465,4114 Control 20,00 243,00 81,00 81,0015 Panel is transported to package 50,00 243,00 202,50 202,5016 Package of finished panels 50,00 243,00 202,50 202,50

Total 705,00 2855,25 11668,71

Calculation sheet

EntryAct.no.

Use of time in minutes Pay of work Materials Rent of machines Cost price

6

etagebyggeri

etage byggeri

9

Master

Project

Subject

Building component

Cleaning wooden cladding from

moss and leaves

Only write in yellow areas

Construction costs 1990 DKr

Lifespan from 50 DKr

to 100 DKr

Reconstruction 150%

Yearly maintenance 2%

The real interest rate 3%

Year 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30

Yearly maintenance 39,8 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 39,8

Periodic maintenance/repair 60 60 60

Reconstruction 2985 500

Current value 39 38 36 35 34 33 32 31 31 74 29 28 27 26 26 25 24 23 23 55 21 21 20 20 19 18 18 17 17 247

50

500

DESCRIPTION/SKETCH

Calculation of life cycle costing Group 1

MarleneLight external wall Respons.

Phase Scheme design

10

Periodic maintenance Year

3079Total investment

The Constructing Architects Manual

Multistorey houses

Reconstruction wooden cladding 30

Treat or paint the wooden cladding

DKr

Years

Years

Life cycle costing, Page 98 - 1041089

1990Construction costs

Sum, current value

Date:

10

10-06-2011

Price

10

1

1of pages

Page

Side 1

0 3 days 3

Building site preparation

0 Soil work 3

3 1 days 4

Leveling the plot

3 Soil work 4

4 5 days 9

Foundation excavation

4 Soil work 9

9 24 days 33

Foundation

9 Concrete work 33

4 1 days 5

Connection to public sewer

4 Soil work 5

33 35 days 68

Basement wall insitu

33 Concrete work 68

68 2 days 70

Internal basement wall

68 Concrete work 70

70 4 days 74

Ground supported floors

70 Concrete work 74

74 1 days 75

Internal stairs basement

74 Concrete work 75

75 5 days 80

Deck basement

75 Concrete work 80

80 3 days 83

Primary wall ground floor

80 Concrete work 83

83 1 days 84

Internal stair ground floor

83 Concrete work 84

84 5 days 89

Deck ground floor

84 Concrete work 89

89 3 days 92

Primary wall 1. floor

89 Concrete work 92

92 1 days 93

Internal stair 1. floor

92 Concrete work 93

93 5 days 98

Deck 1. floor

93 Concrete work 98

98 3 days 101

Primary wall 2. floor

98 Concrete work 101

101 1 days 102

Internal stair 2. floor


102 5 days 107

Deck 2. floor


107 2 days 109

Primary wall Penthouse


109 1 days 110

Internal stair penthouse


109 3 days 112

Ex. Down pipe

109 Plumbing work 112

109 4 days 113

ABM floors

109 Carpentry work 113

110 4 days 114

Steel framing

110 Blacksmith 114

113 32 days 145

Internal walls gypsum


145 12 days 167

Insulation floors


114 10 days 124

Penthouse ex. wall


167 30 days 197

Floor heating


107 10 days 117

Water


107 10 days 117

Drain


124 5 days 129

Roof construction


124 40 days 164

El installation

124 Electrical work 164

112 24 days 136

External brick wall

112 Brick layer 136

117 16 days 133

Installation shaft walls

117 Brick layer 133

129 21 days 150

Ventilation

129 Special trade 150

164 20 days 184

Ceilings


184 53 days 237

Doors & windows


237 30 days 267

Bathroom tiles

237 Brick layer 267

136 14 days 150

Balcony railing

136 Blacksmith 150

197 32 days 229

Wooden flooring


136 2 days 138

Plastering the plinth

136 Brick layer 138

138 20 days 158

Building site preparation

138 Soil work 158

107 10 days 117

Elevator

107 Special trade 117

133 8 days 141

Bathroom cast in situ

133 Brick layer 141

287 14 days 301

Plumbing fixture


267 20 days 287

Fixed furniture


184 14 days 198

Lightening inside thebuilding

184 Electrical work 198

129 14 days 143

Roof tiles

129 Brick layer 143

287 64 days 351

Finish wall/ceiling surface

287 Paint work 351

Intet vandmærke

Buy SmartDraw!- purchased copies print this document without a watermark .

V isi t www.smartdraw.com or cal l 1-800- 768-3729.

network diagram & materiale/sol analyse

10

specialisering - balkon

1 floor (top of groundfloor)18122

3

J K

16

3.5

9

25

1. 26x120mm superwood spruce floorboards2. 38x73mm floor joist3. Screw jack for leveling out the floor4. Membrane Icopal Top 500P5. Membrane Icopal base 511PG6. Membrane Icopal base 300G7. 50-80mm EPS insolation with 1:40 slope8. 220mm EPS insulation9. 10mm level screed10. 220mm deck11. 100mm suspended ceiling12. Bracket for fixing purenit box13. 30mm purenit box14. Metal flashing15. one step elastic joint16. Zink metal flashing17. External drain

Balcony (803mm)

PROJECT:

SUBJECT:

DRAWN BY:

CLASS:

GROUP:

DATE: PHASE:

REVISION:

CLIENT:

SCALE:

All measurements i mm

1 : 10Multi Storey Building

Balcony detail


26/06/11

AN-25(210.01)001Group 1

AN-25(210.01)001

SDPHousing Co-operative 2010

1

2

34+5

6

7

8910

12

13

11

15

1416

17


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3

J

PROJECT:

SUBJECT:

DRAWN BY:

CLASS:

GROUP:

DATE: PHASE:

REVISION:

CLIENT:

SCALE:


As indicatedMulti Storey Building

Balcony membrane


25/06/11

AN-25(210.01)002Group 1

SDPHousing Co-operative 2010

1

1. 5mm Rainwater drain piece2. Membrane Icopal Top 500P3. Membrane Icopal base 511PG4. Membrane Icopal base 300G5. Metal flashing

2 3

4

Balcony membrane

5

Halfen brickwork support


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DN

DNDN

Light external wall- 22mm wooden clading- 25x45mm fillet- 9mm windgypsumboard- 200mm stud with insulation- DP- 45x45mm vertical batten with insulation- 2x13mm gypsumboard

Heavy external wal- 108mm brick- 200mm insulation- 150mm concrete wall

R'w- 52dbImpact sound level

Airbourne soundR'w- 60db

Impact soundL'n,w- 48db

Note:Calculation need to becalculatetin contact with the producer,because ofthe ventilation and sewer piperunningunderneath the suspendedceiling

R'w- 40-45db

100mm H+H blocksDensity 535kg/m3(150kg/m2) +/- 15kg

Seperation wallbetweendwellings180mm concretewall

Seperation doorbetween adwelling andcommon spacesSweedoor

Airbourne sound insulationR'w- 55db

Airbourne sound insulationR'w- 35db

Noise from technical installation

Construction Actual value

Airbourne sound


Wooden flooring(803,2mm)22mm wooden flooringaprox. 3mm clips10mm plywood pressuredistribution plate0,5mm felt 0,5 aluminum heatdistribution plates0,5x595x595mm30mm EPS with ø20 pexpipes - 150Kn/m2(G150)30x600x600mm100mm insulation EPSinsulation (G150)17mm abm level screed0,20 PE foil

Bathroom floor (804mm)8mm tiles2mm tile glue10-40mm levelling screed1.6mm primer/ 2mmwatertignt membrane60mm concrete with ø20Pex pipes andreinforcement mesh80mm EPS insulation

Deck and suspendedceiling220mm hollow core deck374 mm suspended ceiling2x 26mm gypsum board

Impact sound level


Noise indoors from traffic


R'w- 60db

PROJECT:

SUBJECT:

DRAWN BY:

CLASS:

GROUP:

DATE: PHASE:

REVISION:

CLIENT:

SCALE:


1 : 100Multi Storey Building

Sound plan


20/06/11

AN-01(2ET)006Group 1

AN-01(2ET)006

SDP

CAAR44

Housing Co-operative 2010

Construction and actual value

Sound demand from DS490


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lyd analyse & 4. semester rapport

12

Karakterblad

13

Tak for din tid

Marlene Rostgaard Jensen - Mejlgade 49.1.tv 8000 Aarhus - 5152 9767 - [email protected] - www.marlenerostgaard.dk/wordpress

marlene rostgaard portfolio

Documents

semester og sger

semester rapport

semester projekt

bygningskonstruktr uddannelsen

lyd analyse

eget firma desginsmecker

fremtidens byggeindustri

produktion flow