Ucas Personal id 1226329966_Portfolio by Nurdan Mikkelsen

00 40 00 40

00 10 00 30

0 15

1 Bedroom 14.4 m²

50 41

2 Bedroom 7.8 m²

00 30 90 39 0 15

00 37 00 60

0 50

3 Kitchen & Livingroom 34.8 m²

50 21

00 35

12 15

00 10

4 14 00 10

4 Bathroom 3.3 m²

50 10

4 29

Architectural Technology and Construction Management

00 40

PROJECT: 00 20

NURDAN MIKKELSEN architecture PORTFOLIO

SUBJECT:

HOLIDAY COTTAGE

DATE: 10/09/13

Floor Plan

SCALE: 1 : 50

Architectural Technology

DRAWN BY: NURDAN MIKKELSEN

CLASS: 13BK2ENB

Objective

Education

This is a portfolio for K100 BA (Honors) Architecture Courses that I have applied in UK for September 2016 study year.

UCN, ProfessionshĂ¸jskolen University College Nordjylland AP Degree, Byggetekniker Uddannelse, 2014 - 2016 Maternity Leave, 2014-2015 VIA University College AP Degree, Byggetekniker Uddannelse, 2013 - 2014 Grade: 7.00 Danish Academy of Business and Technology International Marketing - Media (60 ECTS), International Marketing, 2012 - 2013 Grade: 10/12

My UCAS Personal ID: 1226329966 nkranders@gmail.com 004520870067

Experience Internship at DCM Group-Turkey February 2016-April 2016 (10 weeks) I worked as building technician and used Revit Architecture 2016, Autocad 2016. Facade Design Trainee at CGS Yapi September 2008 - December 2008 (4 months) I worked as a facade design and rendering trainee. Used programs such as Autocad and 3ds MAX Design

Design programs I have experience with: Advanced level Autodesk Revit Autodesk Maya Adobe Photoshop Intermediate level Zbrush, Adobe Indesign, Adobe Illustrator Autodesk 3ds Max Beginner level Rhinoceros Grasshopper Dynamo

Who Am I ? Byggetekniker AP Degree Student nkranders@gmail.com Name : Nurdan Mikkelsen Born: Duzce/ Turkey Current Location: Randers / Denmark School Location: Aalborg / Denmark Interests: Reading: Architectural history and technology, visual programming, design programming, robotics, BIM, Bio-mimicry, computational design, construction, nano materials, self-assembly, 3d design, 3d printing, magazines. Music:Rock,Jazz,Opera Games: Chess, Simulation games that involves creativity.

Languages English (Full professional proficiency) Turkish (Native or bilingual proficiency) Danish (Limited working proficiency)

Terms Describing Me: Freethinker, green, progressive, pragmatic idealist, , INTJ-A, compassionate, creative, researcher, I highly value truth, competent, skilled, perfectionist, passionate about what i do, quick learner.

Outline Proposal for Identical Camping Lodges Team Members: Nurdan, Lars, Robert 7 Identical Camping Lodges - No more than 30m2 each Proposal of placing the cabins Kontrast, Slope, Use of Area-Commodity (trees and lakes), Aesthetics Proposal of Materials Main Materials Wood, Protective Wood Paint Lignin aromatic biopolymer (Renewable carbonfiber) Glass Arrangement of Lodges 5 on the existing forest, 2 in the lake. Lodges are rotated due to sunlight change.

Proposal of Identical lodges Inspired from tree wooden houses Parametric design for windows Tree house type Minimum cost on due to main material Special insulation 23 sqm including the teras Flat roof Functionality Light, cheap and environmental and renewable material choices Parametric designed windows help sunlight not to enter directly, but with broken angles and creates shading.

Architectural Technology and Construction Management 1. Semester 2. Project Environment and Construction Urban Design with Double Houses (Individual Part) Solar Panels Geothermal Heating Hive Valley All Hexagon plots are identical. Area of each plot 509.22 sqm Area of 2 plots > 1000sqm %40 of the each plot is 203.69sqm One dwelling floor plan area 180sqm

Architectural Technology and Construction Management 1. Semester 1. Project Individual Assignment - Summer House

00 40 00 40

01 North

00 10 00 30

0 15

1 Bedroom 14.4 m²

Parking

East

West

50 41

2 Bedroom 7.8 m²

Terrace

00 30 90 39

tra En

e nc

0 15 Architectural Technology and Construction Management South

00 37

Location Plan 1 : 200

00 60

0 50

3 Kitchen & Livingroom 34.8 m²

PROJECT:

HOLIDAY COTTAGE

DATE: 10/09/13

SUBJECT:

LOCATION PLAN

SCALE: 1 : 200

DRAWN BY: NURDAN MIKKELSEN

CLASS: 13BK2ENB

50 21

00 35

cross Section 4

02 Roof

4900

01 Basement, Bedrooms,Kitchen and 1900

1000

4 14

Section 4

---

III

12 15

02 Roof 4900

01 Basement, Bedrooms,Kitchen and WCs

00 10

4 Bathroom 3.3 m²

50 10

4 29

00 Foundation 1000

00 20

cross section 1 : 50 Architectural Technology and Construction Management PROJECT:

HOLIDAY COTTAGE

DATE: 10/20/13

SUBJECT:

CROSS SECTION 01

SCALE:

DRAWN BY:

NURDAN MIKKELSEN

CLASS:

1 : 50 13BK2ENB

Architectural Technology and Construction Management

1900

00 40

00 Foundation

cross section 3

00 10

---

PROJECT:

HOLIDAY COTTAGE

DATE: 10/09/13

SUBJECT:

Floor Plan

SCALE: 1 : 50

DRAWN BY: NURDAN MIKKELSEN

CLASS: 13BK2ENB

Architectural Technology and Construction Management 2. Semester Final Project Phase: Detail Design 1 -Single Family Brick House w/Basement Function Analysis for details Floor Plans with brick measurements Facades Cross Sections Used Programs : Revit for drawings/ MS Project for planning BE10 for Energy Calculations

Architectural Technology and Construction Management 3. Semester Sports College Used Programs : Revit for drawings/ MS Project -MS Office , Detail Drawings, BE10 for Energy Frame Calculations,exploded drawing load analysis

Line load

Line load Area load

Area load

Architectural Technology and Construction Management 3. Semester Mazda Store Used Programs : Revit for drawings/ MS Project -MS Office -Schedule Planner Standard-for planning, Rock Wool u-value calculator, BE10 for Energy Frame Calculations

8 11 9 4

4 4 6 9 9

8 8 6 6

5 4 4 2 2

7 7 5 2

2 2 2 2 2

2 2 8 8 8

8 8 4 4 4

4 4 4 4

16-04-2016 17-04-2016 18-04-2016 19-04-2016 20-04-2016 21-04-2016 22-04-2016 23-04-2016 24-04-2016 25-04-2016 26-04-2016 27-04-2016 28-04-2016 29-04-2016 30-04-2016 01-05-2016 02-05-2016 03-05-2016 04-05-2016 05-05-2016 06-05-2016 07-05-2016 08-05-2016 09-05-2016 10-05-2016 11-05-2016 12-05-2016 13-05-2016 14-05-2016 15-05-2016 16-05-2016 17-05-2016 18-05-2016 19-05-2016 20-05-2016 21-05-2016 22-05-2016 23-05-2016 24-05-2016 25-05-2016 26-05-2016 27-05-2016 28-05-2016 29-05-2016 30-05-2016 31-05-2016 01-06-2016 02-06-2016 03-06-2016 04-06-2016 05-06-2016 06-06-2016 07-06-2016 08-06-2016 09-06-2016 10-06-2016 11-06-2016 12-06-2016 13-06-2016 14-06-2016 15-06-2016 16-06-2016

weekend weekend casting ground floor district heating(2 people) district heating(2 people)

wooden stud walls(3 people) wooden stud walls(3 people)

Internal prefabricated wall(1 )

portal frame(4 people) portal frame(4 people) portal frame(4 people)

Surface Fireboard Surface Fireboard

holiday weekend weekend

sandwich sandwich sandwich weekend weekend sandwich sandwich sandwich holiday

portal frame(4 people) portal frame(4 people) concrete wall(3) concrete wall(3) concrete wall(3)

sandwich steel wall(3) sandwich steel wall(3) sandwich steel wall(3)

hollow core(3) hollow core(3)

concrete wall(3) concrete wall(3) concrete wall(3)

sandwich steel wall(3)

stairs(2)

weekend weekend windows and doors garage(2) windows and doors garage(2) windows and doors garage(2)

kerto roof(3) kerto roof(3) kerto roof(3)

skan skan skan skan

dek(2) dek(2) dek(2) dek(2)

weekend weekend holiday electrician(2) windows and doors-sh. Room(2) curtain wall(3) electrician(2) windows and doors-sh. room(2) curtain wall(3) electrician(2) curtain wall(3) electrician(2) weekend weekend electrician(2) ventilation(2) ventilation(2) ventilation(2) ceiling show room(4) weekend weekend ceiling show room(4) ceiling show room(4) Painters(garage +show room) (4) use the cabin of the plumer Painters(garage +show room)(4) Painters(garage +show room)(4) weekend weekend Painters(garage +show room)(4) Painters(garage +show room)(4) floor finishing(4) floor finishing(4) floor finishing(4) weekend weekend floor finishing(4) floor finishing(4) asphalting the parking spaces +planting vegetation(4) asphalting the parking spaces +planting vegetation(4)

column(2)

sib beam(3)

7 8 9 10 11 12 13

10mmX100mm Nails 12mmX160mm Bolts 5mm X 310mm X 14315mm Polyutherene Resin Adhesive 310mmX519mmX14315mm Mineral Wool 45mmX 2490mmX14715mm Kerto Q LVL Panel

stk stk m2 m2 m2

1584 576 310 37

4,55 kr 16 kr kr 180 kr 1592 kr kr kr

7.207 9.187 55.800 58.904 -

kr kr kr kr

225.275

Total costs for materials

Fixed Costs Pos. Description

Unit

Amount

Electricity Heating Phone Handtools Forklift Education

1 1 1 1 1 1

Total Fixed Costs

Price pr. Unit 42 42 4 4 198 300

Price in total kr kr kr kr kr kr kr kr kr kr kr kr kr

42 42 4 4 198 300 -

kr kr kr kr kr kr kr kr

590

ď&#x192;&#x2DC; Sqm Price= 6.796DKK ď&#x192;&#x2DC; For E10 in total = 224.649DKK

Summary AND CONVERSION FOR GROSS PRICES Pos. Description

Pris i alt

Calculation index Actual index Geographical adjustment

119,5 136,1 0,85

Summary costs Salary Social services Material costs Fixed costs

43,61 %

Risk and profit Risk and profit Price in total (salesprice) Price per square meter

Calculation index is taken from 2008 price book Actual Index is found from http://www.dst.dk/da/Statistik/emner/omkostningsindeks/byggeomkostningsindeks-for-boliger 136,1

kr kr kr kr kr

kr kr kr

222.408 2.614 1.140 social services included vacationfund,national holidays,quality assurance,safety work cost,pension,membership fee for employee unions 218.083 571

22.241 244.649 6.796 Total Area of the element is 36sqm

subject: Wooden Roof Element

Project Mazda car shop

Date: 4. januar 2016

subject: Wooden Roof Element

3,5000

°C

0,818

2,5000

Inn

saturation pressure

°C

3,0000

RF inn. Pi

2,5000

0,818

20 35

1,5000

0,5000 °C

RF out. Pu

1,694

25 55

Nr.

21 303 10 22 21 304

100

200

300

481

400

500

Distance from the building interior in mm.

Symbol

s/l=R

S/D=W

Material

°C

kPa

-0,1 -0,3 0,0 -4,3 -0,1 -0,2 0,0

20,0 20,1 20,4 20,4 24,7 24,8 25,0 25,0

0,0000 -0,0012 -0,0416 -0,0004 0,0000 -0,0009 -0,8320

0,8182 0,8182 0,8194 0,8610 0,8613 0,8614 0,8622 1,6943

2,34 2,35 2,39 2,39 3,03 3,04 3,08 3,08

0,063 0,005 0,31 0,05 0,045 0,008

W m*k

0,120 0,039 0,290 0,120

g m*h*kPa

0,031 0,000 0,500 0,680 0,031 0,000

m² * k W

0,130 0,525 7,949 0,172 0,375

m*h*kPa g

2,03 70,00 0,62 0,07 1,45 1400,00

Thermal resistance Ru or Rv for ventilated walls and roof spaces. 0,040 This line is calculated design thermal resistance and diffusion resistance: 9,191 1474,18 Kpa in This line is the calculated constructions U-Value: 0,109 W/(m²K) http://www.correspondence.school.nz/departments/horticulture/ht106_p7.html http://geography.uwo.ca/research/great_lakes_geographer/GLG_volume8/Schaetzl_Tomczak.pdf

°C

600

Column

thermal resistance Ri woodfiberboard, hard Poluethylenfolio 0,1 mm Fiberglass A Air 50 mm thickness woodfiberboard, hard special membranes

RF out. Pu

Nr.

Pi Pm

Gud

0,818

Values retrieved automatic from Moisture Calculation table

Pi - Px G in = W1

*24*225 =

Px - Pu W2

*24*225 =

accumulation in heat season =

g/m² 0,0

g/m2

Summer Pindv

Pis

G1 =

Pindv - Pis

2,03 70,00 0,62 0,07

2,34 2,35 2,39 2,39 3,03 3,04

g/m²

200

300

1,45 1400,00

3,08 3,08

400

500

Distance from the building interior in mm.

s/l=R

S/D=W

Material

°C

kPa

0,4 1,7 0,0 25,9 0,6 1,2 0,0

20,0 19,6 17,9 17,9 -8,1 -8,6 -9,9 -9,9

0,0000 0,0008 0,0282 0,0002 0,0000 0,0006 0,5640

0,8182 0,8182 0,8173 0,7891 0,7889 0,7889 0,7883 0,2243

2,34 2,28 2,06 2,06 0,30 0,28 0,25 0,25

0,063 0,005 0,31 0,05 0,045 0,008

W m*k

0,120 0,039 0,290 0,120

g m*h*kPa

0,031 0,000 0,500 0,680 0,031 0,000

m² * k W

0,130 0,525 7,949 0,172 0,375

m*h*kPa g

2,03 70,00 0,62 0,07 1,45 1400,00

0,818

0,301

0,224

vapor pressure saturation pressure condensationVapour pressure curves as a function of thickness. condensationVapour pressure curves as function of diff. resistance.. condensationDiff. Resistance in kPa pressure in kPa Temperature curves as function of thickness. Temperature curves as function of Temprature resistance. thermal resistance in m²K/W temperature in °C moisture point in °C. Distance from the building interior in mm.

Values retrieved automatic from Moisture Calculation table

G in = W1 72,65

W2 1401,53

Px - Pu G out = W2

*24*225 =

38,5

g/m²

*24*225 =

0,3

g/m²

38,2

g/m2

accumulation in heat season =

Summer Pindv

Pis

G1 =

Pindv - Pis

0,315 1,236

Task Name

Duration

Start

Finish

Portal Frames

6 days

Tue 19-04-16

Mon 25-04-16

Fireboard on walls and around portal frame

1 day

Tue 19-04-16

0,06 days

Mon 25-04-16

Fill in Extra Insulation Fixation to the Portal Frame E7

0,5 hrs 0,5 hrs 0,06 days

Mon 25-04-16 Mon 25-04-16 Mon 25-04-16

Adhesive in between elements Plywood between Elements for fixation

0,5 hrs 0,5 hrs

Mon 25-04-16 Mon 25-04-16

Fixation to the Portal Frame

0,5 hrs

Mon 25-04-16

0,06 days 0,5 hrs

Mon 25-04-16 Mon 25-04-16

Plywood between Elements for fixation

0,5 hrs

Mon 25-04-16

Fixation to the Portal Frame

0,5 hrs

Mon 25-04-16

0,06 days

Mon 25-04-16

0,5 hrs 0,5 hrs 0,5 hrs

Mon 25-04-16 Mon 25-04-16 Mon 25-04-16

0,5 days 0,5 days

Mon 25-04-16 Mon 25-04-16

Plywood between Elements for fixation

0,5 days

Mon 25-04-16

Fixation to the Portal Frame

0,5 days

Mon 25-04-16

E3 Adhesive in between elements Plywood between Elements for fixation

0,06 days 0,5 hrs 0,5 hrs

Mon 25-04-16 Mon 25-04-16 Mon 25-04-16

Fixation to the Portal Frame E2

0,5 hrs 0,06 days

Mon 25-04-16 Mon 25-04-16

Adhesive in between elements

0,5 hrs

Mon 25-04-16

Plywood between Elements for fixation

0,5 hrs

Mon 25-04-16

Fixation to the Portal Frame

0,5 hrs

Mon 25-04-16

0,06 days 0,5 hrs 0,5 hrs 0,06 days

Tue Tue Tue Tue

Fixation to the Portal Frame

0,5 hrs

Tue 26-04-16

Fill in Extra Insulation

0,5 hrs

Tue 26-04-16

0,06 days

Tue 26-04-16

0,5 hrs 0,5 hrs

Tue 26-04-16 Tue 26-04-16

0,5 hrs 0,06 days 0,5 hrs 0,5 hrs 0,5 hrs 0,06 days 0,5 hrs 0,5 hrs 0,5 hrs 0,06 days 0,5 hrs 0,5 hrs 0,5 hrs 0,06 days 0,5 hrs 0,5 hrs

Tue Tue Tue Tue Tue Tue Tue Tue Tue Tue Tue Tue Tue Tue Tue Tue

E1 Fixation to the Portal Frame Fill in Extra Insulation E9

Fixation to the Portal Frame Adhesive in between elements

Diff. resistance saturation pressure

0,063mX5kN/m3

E10

Pi - Px

G in

0,016 0,225 0,32 0,237 0,123

E4 Adhesive in between elements

3 W/m²

transmission loss:

0,008mX2kN/m3 0,045X5kN/m3 0,020X485/2330X77kN/m3 0,31mX0,76kN/m3 0,045mX310/564X5kN/m3

Adhesive in between elements Plywood between Elements for fixation Fixation to the Portal Frame

600

Symbol

Pus

*24*140 =

100

g/m²

W2 G out =

PVC Roofing Layer 45mm Kerto Q Panel 13mmX 485mm Steel Bar c/c 2330mm 310mm Insulation 45X310 mm Kerto S Beams c/c 564mm DPM 63mm Kerto Q Panel Total

Column

Gud Diff. resistance saturation pressure

Pus

481

1,694

G in

condensation

0,0000

thermal resistance Ri 21 woodfiberboard, hard vapor pressure 303 Poluethylenfolio 0,1 mm saturation pressure 10 Fiberglass A Vapour pressure curves as a function of thickness. 22 Air 50 mm thickness Vapour pressure curves as function of diff. resistance.. 21 woodfiberboard, hard Diff. Resistance in kPa 304 special membranes pressure in kPa Temperature curves as function of thickness. Temperature curves as function of Temprature resistance. thermal resistance in m²K/W temperature in °C moisture point in °C. Distance from the building interior in mm.

-1 W/m²

transmission loss:

0,224

-10 90

condensation condensation

0,5000

Winter

Winter Pu

out

Calculation

E6 Adhesive in between elements

1,0000

0,0000

saturation pressure

1,5000

2,0000

out

vapor pressure

2,0000

pressure in kPa

RF inn. Pi

20 35

vapor pressure

pressure in kPa

Inn

Date: 4. januar 2016

vapor pressure- and saturation curve

vapor pressure-and saturation curve

*24*140 =

-39,9

g/m²

2,03 70,00 0,62 0,07

2,34 2,28 2,06 2,06 0,30 0,28

1,45 1400,00

0,25 0,25

Weight (kN/m2)

Materials

Plywood between Elements for fixation E11 Fixation to the Portal Frame Adhesive in between elements Plywood between Elements for fixation E12 Fixation to the Portal Frame Adhesive in between elements Plywood between Elements for fixation E13 Fixation to the Portal Frame Adhesive in between elements Plywood between Elements for fixation E14 Fixation to the Portal Frame Adhesive in between elements

26-04-16 26-04-16 26-04-16 26-04-16

26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16

26-04-16 26-04-16 26-04-16 26-04-16

26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16 26-04-16

Span direction cant change due to load transfer limitation

Detail drawings shows obviously there will be statical problems

Steel Bar Joist and ribs can sit on portal frames to transfer the load

Detail drawings show solution can work

Still a continous ventilation provided eaves to the ridge

Ventilation is not a problem with right span direction to transfer loads

Only needed if span direction is changed

If I use steel bar joist there is no need changing the span direction and 2,5m of LVL wisth is enough

Element ribs has to sit on portal frames

Steel Bar joist solution works for static, example provided by tåsinge.dk

Steel bar joist can work

Vapor Barrier

Bar joist penetrates the memberane

Solution can work if fixed with silicon in between two ribs at ends.

this means extra insulation layer is needed for fixation of the joist

Water and Ice Proofing

Bar joist penetration on top layer and installation of flashing and dripping system

Element PVC bottom layer fixation done mechanically

Top PVC layer glued after installation of flashing and dripping system

Span direction can be changed

Ventilation gap eave to the ridge

Steel Bar Joist at ends

Width Limitations of LVL

Change material to CLT (increases the width double)

If span direction changes Ruuki Wall will not transfer the load

LVL Element Risk Areas Loads transfering to Portal Frames

This is a portfolio for K100 BA (Honors) Architecture Courses that I have applied in UK for September 2016 study year. Nurdan Mikkelsen My UCAS Personal ID: 1226329966 nkranders@gmail.com