Marlene Rostgaard Portfolio
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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.
2001
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2003
2004
2005
2006
2007
2008
2009
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
Envirmental compatibility
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
Marlene Rostgaard Jensen
17/11/2011
A_-_8.2BU.01
09bk2ena
A_-_8.2BU.01
PRODUCED BY AN AUTODESK STUDENT PRODUCT
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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
101 Concrete work 102
102 5 days 107
Deck 2. floor
102 Concrete work 107
107 2 days 109
Primary wall Penthouse
107 Concrete work 109
109 1 days 110
Internal stair penthouse
109 Concrete work 110
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
113 Carpentry work 145
145 12 days 167
Insulation floors
145 Carpentry work 167
114 10 days 124
Penthouse ex. wall
114 Carpentry work 124
167 30 days 197
Floor heating
167 Carpentry work 197
107 10 days 117
Water
107 Plumbing work 117
107 10 days 117
Drain
107 Plumbing work 117
124 5 days 129
Roof construction
124 Carpentry work 129
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
164 Carpentry work 184
184 53 days 237
Doors & windows
184 Carpentry work 237
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
197 Carpentry work 229
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
287 Plumbing work 301
267 20 days 287
Fixed furniture
267 Carpentry work 287
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
Marlene Rostgaard Jensen
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
PRODUCED BY AN AUTODESK STUDENT PRODUCT
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1 floor (top of groundfloor)18122
31 floor (top of groundfloor)18122
3
J
PROJECT:
SUBJECT:
DRAWN BY:
CLASS:
GROUP:
DATE: PHASE:
REVISION:
CLIENT:
SCALE:
All measurements i mm
As indicatedMulti Storey Building
Balcony membrane
Marlene Rostgaard Jensen
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
Construction Actual value
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
Construction Actual value
Noise indoors from traffic
Construction Actual value
R'w- 60db
PROJECT:
SUBJECT:
DRAWN BY:
CLASS:
GROUP:
DATE: PHASE:
REVISION:
CLIENT:
SCALE:
All measurements i mm
1 : 100Multi Storey Building
Sound plan
Marlene Rostgaard Jensen
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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PRODUCED BY AN AUTODESK STUDENT PRODUCT
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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