Anna Rancane portfolio 2016 by anniite rancane

2088

Atrium 231.59 m²

-C 200

0.21

5_N34

1572

3132

EI 2 30-C

30 1828x2113

2102

Rescue openings (R) actual dimensions are 1200x1500mm and 600x3500mm Fire escape openings (F) are maden from glass (EI 30) and actual dimensions are for single doors 912x2150mm and double doors 1700x2200mm According BR10 Chapter 5.2 (3) Doors on escape routes which are used by large numbers(more than 150) of people must open in the direction of escape this rule is applied in Big hall (Room No0.17)

0.29

EI 2 30-C 40 1800x2200

EI 2 30-C 34 912x2175

408

7332

7908

1932

EI 2 30-C 38 1800x2200

0.28

6132

Rescue opening 2340

612

Fire division separtion

2228

168

39 912x2175

0.26

Office 16.46 m²

4812

0.25

Office 17.43 m²

0.24

Meeting room 19.69 m²

EI 2 30-C 37 912x2175

Office 20.47 m²

0.23

Office 21.08 m²

Main entr

EI 2 30-C 36 912x2175

5432

H5_N40

ance

1572

Big hall 275.66 m²

0.17

2388

12612

2052

31 1812x2113

1812

6720

EI 60 (BD 60)

R loadbearing, not separating 5440

2620

1:100

0.27

Balcony 10.92 m²

1:100

4300

168

4800

4620

LEGEND

6980

7842

32 2180x3140

9780

VENTILATION

4720

2448 19272

EI 2 30-C 35 912x2175

2580

0.22

Entrance 8.07 m²

Ventilation pipes covered with fire insulation of 50mm, and with Fire stoppers in places where vent.pipes crossing fire compartment, section. The smoke detectors are placed in every room.

7032

DOORS, WINDOWS

612

33 2180x3140

3900

HE140B steel column with fire insulation (with 20mm insulation in brick cavity wall)

Small hall 66.02 m²

Elevator 4.55 m²

0.30

2268

1250

H4_N09

1572

1632

20088

1128

H4_N01-D

2388

4860

15648

5440

1128

F R

2448

2388

R60 A2-s1, d0 3588

1632

C01 2048

2388

Concrete beam 3480

6995

5703

R120 A2-s1, d0

1060

2208

2448

1572

4860 14832 4772

1572 2448 1572 360

1632 2388 4500

1632 2388 360

H5_N36

1680

2340

B02

588

8680 2112

2300

2520

Description HE360B steel beam with fire insulation (2 layers of gypsum) exposure to fire on three sides.

1632

3012

408

Suspended ceilngs: Gypsum plates 900x2700mm with steel profiles

2948

1368

Actual Fire rating R120 A2-s1, d0

720

2112 1368 9290

1608 900

Description 2112

Actual Fire rating A2-s1,d0 1548

CEILINGS, FLOOR FINISHES

Type 168

F01 3312

108mm - Brick, up to 3.8m height 168

168mm - Brick, up to 3.8m height

REI 60 A2-s1, d0 228 1212 612

REI 120 A2-s1, d0

W07 1428

W06 3552

108mm - Brick; 190mm - Insulation; 108mm - Brick 228 1212 612

23mm - Plaster; 240mm - Aerated concrete block; 23mm - Plaster

108mm - Brick; 150mm - Aerated concrete block; 108mm - Brick 1668

REI 120 A2-s1, d0

REI 120 A2-s1, d0 168

W04

W05 B01 3228

150mm - Lightweight concrete; 190mm - Insulation; 108mm - Brick

Type 228 1212 612

REI 120 A2-s1, d0 14424

W02

BEAMS, COLUMNS 1308

Description 390mm - Concrete(in-situ); 180mm - Polysterene 1212

W01

Actual Fire rating REI 120 A2-s1, d0

REI 60 A2-s1, d0 2360

W03 1120

Type 1755

WALLS 448

01 Fire analysis - 3D view

2050

ll on d caring wa

k shade (actual A2-

S1,d0)

ight wall

to steel col

umn

LEGEND

Down pipe

Shaft

Radiators

ators

us - Ø1500

ch radi Floor tren

r Sliding doo

ir radi Wheel cha

Fire escape

ning Rescue ope

Access

0) (actual RE6 Dem : RE60 Fire demand : n description ect.paint Constructio ks with fire prot 108mm bric l column, ttreated HE140B stee

k wall facing Interior bric (22) W12 ands:

- wood floo

ss wall, gla

ss railing

rs and win

dows

600

l wall en vertica Interior gre interior greenery (22) W13 0 x 3650mm

0) (actual EI6 dB) Demands: : REI60 (actual >58 W/mK) Fire demandand: >33dB (actual 0.11 Sound dem and: 0.20W/m K U-value dem tion: crip m des n ostop®, 23m Constructio -glass 3 layers ington Pyr Windows pered fire glass Pilk Doors - tem

Glass doo

ostop® ington Pyr : glass Pilk n description23mm tempered fire Constructio s wall Internal glas

0) (actual EI6 Demand dB) : REI60 (actual >58 Fire demandand: R'w > 48 dB Sound dem

Interior gla (22) W10 s:

dB) (actual >58 W/mK) Demand and: >38dB (actual 0.11 Sound dem and: 0.20W/m K U-value dem : tion crip s des glas n Constructio glass wall - 3 layers External

ll Curtain wa (21) W09 s:

s D fl-s1) (actual clas >xxdB) Demands: : class D fl-s1 B (actual Fire demandand:R'w > 40 - 48d - 63dB Sound dem L'nw< 58 : n description Constructio ting oak floor, foil 14mm floa floor - OSB 22mm sub wooden floor joists een lation betw 39 x 40mm insulation 45mm insu nd sou battens with 8mm den floor 60mm - woo

Floor finish

: n description Constructio r tiles 15mm floo ed crete scre 70mm con lation 75mm insu

- tiles

floor w - ground

B) s D fl-s1) (actual clas floor slab: R'w > 48d with Demands: : class D fl-s1 B (actual Fire demandand:R'w > 40 - 48d - 63dB Sound dem L'nw< 58

Floor finish

(43) F03

(43) F02

S1,d0) (actual A2>42dB) Demands: : A2-S1,d0 (actual R'w Fire demandand R'w: >48dB boards; Sound dem mm gypsum oof gypsum board) tion: 12.5 crip of des rs n erpr Constructio sum boards (2 laye replaced with wat er gyp m 1lay s 25m s room in the wet l insulation,steel stud sum boards) gyp mm 12.5 eral woo (2 layers of 70mm min sum boards 25mm gyp

twe Interior ligh (22) W09

(act dB) Demands: : RE60 (actual >52 Fire demandand: >35dB Sound dem : n description Constructio lements ab.e ks pref bric crete 168mm tweight con 120mm ligh

or shaft ll for elevat Interior wa (22) W08 ual RE60)

Demands: : A2-S1,d0 Fire demand : n description Constructio ks 108mm bric

ll - bric Exterior wa (21) W07

S1,d0) (actual A2dB) Demands: : A2-S1,d0 (actual >48 Fire demandand R'w>40-48dB Sound dem : n description Constructio ks 168mm bric

ll Interior wa (22) W06

0) (actual RE6 dB) Demands: : RE60 (actual >60 Fire demandand: R'w>48dB Sound dem tion: crip des n ng leaf) Constructio ks (load cari 108mm bric ted concrete block 150mm aeraks 108mm bric

Interior loa (22) W05

d0) 60 A2-s1, (actual REI Demands: : REI 60 A2-s1, d0 (actual >60dB) W/mK) Fire demandand R'w >38dB (actual 0.16 Sound dem and: 0.20W/m K 0mm U-value dem ) : 40B c/c 200 1800kg/m3 n description er leaf, density W/mK,columns HE1 Constructio ks, ties (inn e of 34m 108mm bric lation, Lambda valu 170mm insu ity cav 22mm air leaf) ks (outer r 108mm bric ground floo

Exterior loa (21) W03

floor ll on ground d caring wa

NTS COMPONE BUILDING

vie Isometric

r Ground floo

File name 1_N04 I01_C07.1_H

H1_N04 7 \Documents\0 eme C:\Users\Anna h center_sch sem_churc t design1.rv

DRAWING N

e Anna Rancan DRAWN BY 01/01/15 TRANDERS PROJECT TER NØRRE DATE 1 : 100 CHURCH CEN SCALE LOCATION:

architectural technician

408

Anna Rancane Stee

8.392

Window sill at floor level

7.795 7.192

5.592 4.622

5.005

4.622

4.000 1.000

FIRE ANALYSIS

Escape rout area min width 1,3m

EI 60 A2-s1,d0 (BS 60)

Fire door EI 2 30-C (BD 30)

REI loadbearing, separating

EI separating, not loadbearing

3.600 1.000

-1.300

0.000 0.000 0.000

-0.600 -0.600 -0.600

N South - architectural elevation 1 : 100

(22)W07

Fire door (sliding door) EI 2 30-C (BD 30)

Exit sign

Hose reels

Emergency exit

(21) W03

Toilet (22)W09Toilet 2.51 m² 2.4 m² 0.42

(21) W03

0.15

Gardener's depot 8.77 m² (22)W06

(21) W03

Vent.pipes with fire insulation (leads to church hall trough insulation in floor level)

Fire door EI 2 60-C a2-s1,d0 (BS 60) (21) W03

0.20

(22)W07

0.43

Waredrobe 4.03 m² 0.44

1.000

2.225

-3.500

North - architectural elevation 1 : 100

7.192 7.192

5.000 4.242

0.800

(21) W03

Storage 28.97 m²

0.16

C01

B01

C01

B01 C01

0.18

B01 B01

Garbage disposal area (open space) 17.53 m² (21) W03 (22)W05

Kitchen storage 9.4 m²

0.19

Kitchen 24.92 m²

(22)W05

(22)W09

(22)W05

C01

annacalite@gmail.com +45 50 35 57 68 C01

-0.600 0.050

0.800 -1.300

C01

B01

C01

2.200

0.000

(21) W03

C01

ax M

B01 B01

(21) W03

7.192 7.838 8.3

5.700

3.650

4.242

2.512 3.512

1.000

3.512

is .d

0.800

0.000 -1.536

3.512

e nc ta

3.512

1.000

HVAC (22)W05 to c es

C01

e ap

B01

u ro te

B01

C01

-2.355 0.000

-3.500

East - architectural elevation 1 : 100

8.392

5.592 7.192

8.392

4.650 5.592

2.145 3.512

1.000

3.512 2.145

B01

FIRE SECTION USAGE CATEGORY 3 (max 230 people)

(21) W03

C01

3.512

0.000 0.800 1.000 F

(21) W03 West - architectural elevation 1 : 100 H4_N11-D

(21)W10 (21) W03

C01

m 21

0.17

(21) W03

Big hall 275.66 m²

(22)W09

(21) W03

-3.500

-0.370

-1.582

Anna Rancane

WELCOME! I would like to introduce with my student work studying VIA University College, Denmark (program –constructing architecture and management), here is little insight of main projects during my studies

0.15

10968 2220

3132

612

3132

1572 912 528

H5_N34

EI 2 30-C 52 912x2113

0.41

0.21

1308

Bathroom 8.13 m²

2808

468

EI 2 30-C 48 912x2113

3992

Atrium 231.59 m²

912

2340

53 910x2100

54 910x2100

30 1828x2113

408

468

708

408

Toilet 2.4 m²

Toilet 2.51 m²

0.37

50 910x2100

0.38

0.39

0.40

Toilet 2.42 m²

Toilet 2.53 m²

49 910x2100

Toilet handic. 4.07 m²

H4_N05

4368

6408

612

51479

51 910x2100

0.36

EI 2 30-C 47 912x2113

shower

H4_N04

0.35

612

Staff bathroom 4.39 m²

EI 2 30-C 46 912x2113

1212

23220

2640

y room Archive/ Cop 7.47 m² 1368 612

0.34

Hallway 3.15 m²

1250

4068

t Cleaning depo 9.56 m²

3768

H4_N

EI 2 30-C 45 912x2113

0.32

EI 2 30-C 44 912x2113

EI 2 30-C 43 912x2175

Section FF

H3_N06

0.31

2268

0.30

Elevato 4.55 m

1932

Office 18.82 m²

EI 2 30-C

42 1800x2200

2185

4512

2948

612 408

912

31 912x2145

2292

Depot 8.11 m²

1325

408 912

Down pipe

0.44

Waredrobe 4.03 m²

0.43

0.42

Bathroom 8.29 m²

Shaft

Radiators

1788

4308

1560

2520

D C

4500

annacalite@gmail.com +45 50 35 57 68

1632

2388

15648 1632

2388

1408

4800

5703

:100

cony 2 m²

2620

R DP

228 1212 612

355

4300

1668

168

1428

228 1212 612

3228

2208 2

228 1212 612

2448

1572

2448 14832

1572

4860

168

1308

14424

1212

1572

4772

4620

448

2388 4860

360 2

2102

408

360 1 2113

6708

8040

H5_N36

3370

1680

2300

2360

1120

1980

4675

- DD2

612

612 720

3972

1788

H3_N05

1128

912

6324

EI 2 30-C 55 912x2113

Section EE

6720

408

EI 2 30-C

0.20

Kitchen 24.92 m²

ators

ch radi Floor tren

408

EI 2 30-C 56 912x2113

0.33

H4_N01-D

EI 2 30-C 29 1828x2113

2088

57 912x2113

us - Ø1500

r Sliding doo

ir radi Wheel cha

Fire escape

ning Rescue ope

Access

6588

0.19

ge Kitchen stora 9.4 m²

912

612

3960

912

6720

4620 3132

660

2088

5940

28 1828x2113

3012

3828

0.18 n space) osal area (ope Garbage disp 17.53 m²

LEGEND

5028

3916

EI 2 30-C

1267

umn

k wall facing Interior bric (22) W12 ands:

to steel col

0) (actual RE6 Dem : RE60 Fire demand : n description ect.paint Constructio ks with fire prot 108mm bric l column, ttreated HE140B stee

Demands: : A2-S1,d0 Fire demandand R'w: >48dB boards; Sound dem : mm gypsum oof gypsum board) rs of 12.5 n description erpr Constructio sum boards (2 laye replaced with wat 25mm gyp wet rooms 1layer eel studs boards) in the insulation,st of 12.5mm gypsum eral wool layers (2 70mm min rds sum boa 25mm gyp

600

l wall en vertica Interior gre interior greenery (22) W13 0 x 3650mm

S1,d0) (actual A2>42dB) (actual R'w

ight wall

(act dB) Demands: : RE60 (actual >52 Fire demandand: >35dB Sound dem : n description ents Constructio lem ab.e ks 168mm bric tweight concrete pref 120mm ligh

twe Interior ligh (22) W09

dows

rs and win

912

7668

HVAC

EI 2 30-C 26 912x2113

9605

0) (actual EI6 dB) Demands: : REI60 (actual >58 W/mK) Fire demandand: >33dB (actual 0.11 Sound dem and: 0.20W/m K U-value dem : tion m n descrip ostop®, 23m Constructio -glass 3 layers ington Pyr Windows pered fire glass Pilk Doors - tem

Glass doo

S1,d0)

Demands: : A2-S1,d0 Fire demand : n description Constructio ks 108mm bric

ll - brick sha Exterior wa (21) W07

(actual A2-

or shaft ll for elevat Interior wa (22) W08 ual RE60)

ss railing

ss wall, gla

Interior gla (22) W10 s:

Storage 28.97 m²

7260

GC89 (ABR89) GC92 (AB92) GC93 (ABT93)

1572

2940

1700

p® on Pyrosto

ingt : glass Pilk n description23mm tempered fire Constructio s wall Internal glas

0) (actual EI6 Demand dB) : REI60 (actual >58 Fire demandand: R'w > 48 dB Sound dem

dB) (actual >58 W/mK) Demand and: >38dB (actual 0.11 Sound dem and: 0.20W/m K U-value dem : tion glass n descrip Constructio glass wall - 3 layers External

ll Curtain wa (21) W09 s:

S1,d0) (actual A2dB) Demands: : A2-S1,d0 (actual >48 Fire demandand R'w>40-48dB Sound dem cription: des n ctio Constru ks 168mm bric

ll on ground d caring wa

Interior loa (22) W05

4680 168

912

4602

27 912x2175

0.16

58 912x2145

LAW

2388

2940

4188

Static analysis and calculations Steel structure design Pre-fabricated concrete element design Pre-fabricated wooden element design

depot Gardener's 8.77 m²

13616

Project economy, budget (construction costs, salary calculation) Life cycle costs Rent calculations Building construction planning Personal planning Quality control Case specifications Work specifications Building site arrangement Work in winter conditions Business plan

Exterior loa (21) W03

STRUCTURAL DESIGN

0) (actual RE6 dB) Demands: : RE60 (actual >60 Fire demandand: R'w>48dB Sound dem : tion crip n des ng leaf) Constructio ks (load cari 108mm bric ted concrete block 150mm aeraks 108mm bric

d0) 60 A2-s1, (actual REI Demands: : REI 60 A2-s1, d0 (actual >60dB) W/mK) Fire demandand R'w >38dB (actual 0.16 Sound dem and: 0.20W/m K dem alue 0mm U-v ) : 40B c/c 200 1800kg/m3 n description er leaf, density W/mK,columns HE1 Constructio ks, ties (inn e of 34m 108mm bric lation, Lambda valu 170mm insu ity cav 22mm air er leaf) (out ks floor 108mm bric

floor ll on ground d caring wa

NTS COMPONE BUILDING

PLANNING AND MANAGEMENT

2112

1080

1488

4152

25 912x2145

912

3. sem. Manufacture of PREFABRICATED WOOD WALL ELEMENTS. Business plan. Element design. 4. sem. ROOF CONSTRUCTION. Application of different roof types : concrete, steel, wood load bearing structure. Adopt in the multistory building diverse producers solutions (“Kalzip”, “Skandek”, “Diadem green roof systems”). Research about Green roof design, maintenance, inspection. 5. sem. GREEN BUILDING CERTIFICATION SYSTEMS ( LEED, BREAM, DGNB, etc.) and application to renovation process.

2340

6980

4968

108

INDIVIDUAL SPECIALIZATION

ll Interior wa (22) W06

- wood floo

Floor finish

- tiles

Floor finish

(43) F02

(43) F03

B) s D fl-s1) (actual clas floor slab: R'w > 48d with Demands: : class D fl-s1 B (actual Fire demandand:R'w > 40 - 48d - 63dB Sound dem L'nw< 58

Technical installations (ventilation – mechanical, natural; heating; electricity; sewer; drainage) Moisture analysis Sound analysis Thermal analysis (U-value calculations; Heat loss; Profitability; Energy frame -Be10) Indoor climate

view Isometric

Form and function of space Daylight analysis Furniture arrangement, space requirements Construction materials Staircase, elevator implementation in building Design for persons with disabilities Service shaft design Wet room design Fire analysis History of architecture Renovation of buildings

: n description Constructio r tiles 15mm floo ed crete scre 70mm con lation 75mm insu

or ground flo

BUILDING SERVICES

Section BB

H3_N02

5000

1408

1755

BUILING DESIGN

FLOOR GROUND1 2

3828

The studies covered following subjects :

File name 1_N04 I01_C07.1_H

7 \Documents\0 eme C:\Users\Anna h center_sch sem_churc t design1.rv

e Anna Rancan DRAWN BY 01/01/15 TRANDERS PROJECT TER NØRRE DATE 1 : 100 CHURCH CEN SCALE N: LOCATIO r O. H1_N04 Ground floo DRAWING N

7.sem. Bachelor project. Multifunctional church center. The project covered all phases (from Outline, Schematic, Design development 1 and 2) 6.sem. Prefabricated modular building. The project was executed on building site in Paris by international team consisting fromtwo Universities of Denmark and Spain. 5.sem. Renovation of multistory building (build at 1920) with mansard roof. New extension (steel frame construction) implementation in old listed building. Energy frame improvement. Moisture analysis in old basement constructions. 4.sem. Residential building (consisting of subsidized 37 apartments, 3 penthouse apartments, admin.office and underground parking). 3.sem. Factory design. Pre-fabrication of building elements. Business plan. Element design. Manufacture process. Turnkey contractor. 2.sem. Single family house ( 200 m2) 1.sem. Double (twin) house. Low rising housing development.

4658

architectural technician

4380

5000

Anna Rancane architectural technician

MULTIFUNCTIONAL CENTER CHURCH CENTER NØRRE TRANDERS

Church center main functions are religious services, lectures, film showings, theatre, reunions etc. The overall structural system consists of full-brick (yellow stone) outer and inner walls. The basement is partly carried out in situ structures and partly with masonry as outer leaf. Floor slab made as concrete elements. Floor finish is from wood and stone tiles (depends from room)

REGISTRATION PHASE

Basement floor

Outline Proposal

Schematic Design

Developed Design1

Ground floor

Developed Design2

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

BASEMENT PLAN 2

Isometric view - basement

Section BB

H3_N02

168

0.06

1433

Hallway 9.07 m²

2792 0.03

Conference room 62.28 m²

UP 05 912x2175

18 1812x2200

19 1812x2200

420

07 912x2175

2800

912

Conference room 67.46 m²

20 912x2113

16 912x2175

1980

0.12

Club 41.05 m²

4675

5944

1140

2400

(21) W02 Exterior load caring wall on basement H5_N33

6232

108 912

912 108 24 912x2113

1420

1932

5448

0.14

Room 11.16 m²

21 912x2175

448

2062

Demands: (actual RE60) Fire demand: RE60 (actual >50dB) Sound demand: R'w>48dB Construction description: 240mm aerated concrete blocks (density 1900kg/m3) 23mm acoustic plaster

Demands: (actual A2-S1,d0) Fire demand: A2-S1,d0 Sound demand R'w>40-48dB (actual >48dB)

23 912x2175

448

7848

(43) F03 Floor finish - wood floor Demands: (actual class D fl-s1) Fire demand: class D fl-s1 Sound demand:R'w > 40 - 48dB (actual >48dB) Construction description: 14mm floating oak floor, foil

LEGEND Access

Rescue opening

Fire escape

Construction description: 168mm bricks

Wheel chair radius - Ø1500 mm

(22) W08 Interior wall for elevator shaft Demands: Fire demand: RE60 Sound demand: >35dB

5338

Construction description: 15mm floor tiles

Demands: (actual REI120 A2-S1,d0) Fire demand: REI60 A2-S1,d0 (actual >60dB) Sound demand R'w >38dB (actual 0.16W/mK) U-value demand: 0.20W/m K Construction description: 150mm concrete, wall ties (inner leaf) ,24Mpa passive environmental class 170mm insulation, Lambda value of 34mW/mK 22mm air cavity 108mm bricks (outer leaf)

(22) W06 Interior wall

2010

3240

3240 3888

3370

0.13

Room 11.55 m²

4900

22 912x2113

Demands: (actual class D fl-s1) Fire demand: class D fl-s1 Sound demand:R'w > 40 - 48dB (actual: R'w > 48dB)

(22) W04 Interior load caring wall on basemet

4048

2952

H3_N05

(43) F02 Floor finish - tiles

Demands: (actual R90) Fire demand: R60 (actual 0.25W/mK) U-value demand: 0.25W/mK Construction description: 23mm plaster (interior finish) 390mm cast in situ concrete wall 180mm insulation (polystyrene), waterproof membrane 250mm capilary breaking layer

08 1812x2200

0.04

(21) W01 Exterior wall (facing to soil) on basement 2800

Elevator shaft 600

768

2800

1668

900 168 17 1812x2200

06 910x2150

168

4512

5040

2868

3116

0.11

Kitchenette 18.76 m²

1812

4112

BUILDING COMPONENTS 168

UP 1885

Section FF

1812

0.10

Handicp.toilet Cleaning depot 4.48 m² 2.69 m²

H3_N06

09 1812x2200

1812

0.09

15 910x2100

9200

14 910x2100

1920

1800

501

11 912x2113

2800

Artrium 63.7 m²

12 910x2100

2838

13616

0.05

168

13 910x2100

04 912x2175 10 1812x2200

1812

Toilet 3.06 m²

3552

7214

2520

Toilet 3.09 m²

912

9653

0.07

2500

1300

168

Depot 10.46 m² 4074

01 912x2113

912

Service room 23.2 m²

912

02 912x2113

0.02

1668

2906

0.01

1368

3112

HVAC

0.08

03 912x2175

948

Section EE - DD2

488

19747

Sliding door

(actual RE60) (actual >xxdB)

Floor trench radiators

Construction description: 168mm bricks 120mm lightweight concrete prefab.elements 1408

5000

2 01 Basement 1 : 100

6980

2340

Shaft

5440

Radiators

(22) W09 Interior lightweight wall Demands: Fire demand: A2-S1,d0 Sound demand R'w: >48dB

Down pipe

(actual A2-S1,d0) (actual R'w>42dB)

Construction description: 25mm gypsum boards (2 layers of 12.5mm gypsum boards; in the wet rooms 1layer replaced with waterproof gypsum board) 70mm mineral wool insulation,steel studs 25mm gypsum boards (2 layers of 12.5mm gypsum boards)

(23) S01 Floor slab to soil Demands: U-value demand: 0.10W/m K (actual 0.08W/mK) Construction description: 20mm leveling layer (mortar bed) 100mm concrete screed 10Mpa pasive environmental class 300mm polysterene 100mm compressed sand

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 01/01/15 DATE 1 : 100 SCALE Basement floor LOCATION: DRAWING NO.

File name I01_C07.1_H1_N03‐D

H1_N03

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

GROUND FLOOR 1

1408

Section BB

H3_N02

5000

6980

2340

5440

6995

Isometric view - ground floor

4968

4152 2112

0.15

4680 168

20088 2940

2388

1632

2388

1572

2448

1572

1632

2388

2448

1572

27 912x2175

0.16

6720

19272

EI 2 30-C 26 912x2113

4860

912

4658

5028

3916

HVAC

108

H4_N01-D

4620

7260

7668

2940

Storage 28.97 m²

6720

1128

4860

Gardener's depot 8.77 m²

4602

25 912x2145

912

1080

1488

C 2388 15648

1632

3132

1572 14832

2448

D EI 2 30-C 29 1828x2113

1572

1700

0.19

Kitchen storage 9.4 m²

2388

3960 3132

912

57 912x2113

2448

1632 2388

6324

1572

2088 EI 2 30-C 56 912x2113

408

2220 612

10968

660

0.17

2088

6588

5940

58 912x2145

1128

Big hall 275.66 m²

408

3012

0.18

Garbage disposal area (open space) 17.53 m²

EI 2 30-C 28 1828x2113

912

3828

1267

0.20

EI 2 30-C 48 912x2113

0.37

33 2180x3140

0.22

Entrance 8.07 m²

32 2180x3140

2520 7908

H4_N05

2360 2208

39 912x2175

1680

1428 1668

Demands: Fire demand: RE60 Sound demand: >35dB

4675

9290 8040

900

6708 4380

(21) W09 Curtain wall Demands: Sound demand: >38dB (actual >58dB) U-value demand: 0.20W/m K (actual 0.11W/mK)

1308

Demands: Fire demand: A2-S1,d0 Sound demand R'w: >48dB

Demands: Fire demand: REI60 (actual EI60) Sound demand: R'w > 48 dB (actual >58dB) Construction description: Internal glass wall - 23mm tempered fire glass Pilkington Pyrostop®

Glass doors and windows Demands: (actual EI60) Fire demand: REI60 (actual >58dB) Sound demand: >33dB U-value demand: 0.20W/m K (actual 0.11W/mK) Construction description: Windows -glass 3 layers Doors - tempered fire glass Pilkington Pyrostop®, 23mm

(22) W09 Interior lightweight wall (actual A2-S1,d0) (actual R'w>42dB)

(22) W13 Interior green vertical wall 6000 x 3650mm interior greenery

(22) W12 Interior brick wall facing to steel column (actual RE60)

LEGEND H

2620

2050

Access

Rescue opening

Fire escape Wheel chair radius - Ø1500 mm

408

(actual RE60) (actual >52dB)

Construction description: 168mm bricks 120mm lightweight concrete prefab.elements

3370

7032

612

2300

Demands: Fire demand: RE60

Balcony 10.92 m²

2228

Demands: (actual class D fl-s1) Fire demand: class D fl-s1 Sound demand:R'w > 40 - 48dB (actual >xxdB) L'nw< 58 - 63dB Construction description: 14mm floating oak floor, foil 22mm subfloor - OSB 39 x 40mm wooden floor joists 8mm sound insulation 60mm - wooden floor battens with 45mm insulation between

Construction description: 108mm bricks HE140B steel column, ttreated with fire protect.paint

612

(43) F03 Floor finish - wood floor

(22) W10 Interior glass wall, glass railing (actual A2-S1,d0)

(22) W08 Interior wall for elevator shaft

1:100

1932

Construction description: 15mm floor tiles 70mm concrete screed 75mm insulation

Construction description: External glass wall - 3 layers glass

Construction description: 108mm bricks

0.27

Meeting room 19.69 m²

2102

Demands: Fire demand: A2-S1,d0

1:100

H3_N05

408

Construction description: 168mm bricks

0.28

1120 228 612 1212 228 612 1212

3552 168

1548 0.29

Small hall 66.02 m²

Demands: (actual A2-S1,d0) Fire demand: A2-S1,d0 Sound demand R'w>40-48dB (actual >48dB)

Demands: (actual class D fl-s1) Fire demand: class D fl-s1 Sound demand:R'w > 40 - 48dB (actual with floor slab: R'w > 48dB) L'nw< 58 - 63dB

4772

1980

612 720

612

EI 2 30-C 38 1800x2200

1788

0.26

Office 16.46 m²

408

3972

EI 2 30-C 37 912x2175

3228

EI 2 30-C 40 1800x2200

2185

EI 2 30-C 42 1800x2200

4812

4500

448

2112 1608 2112

Elevator 4.55 m²

1932

720

4188

4512

0.31

0.30

2948

2292

EI 2 30-C 43 912x2175

Office 18.82 m²

0.25

1060

2268

588

EI 2 30-C 36 912x2175

Office 17.43 m²

1632

EI 2 30-C 44 912x2113

408 912

Depot 8.11 m²

168

6132

Construction description: 108mm bricks 150mm aerated concrete block (load caring leaf) 108mm bricks

(43) F02 Floor finish - tiles

(21) W07 Exterior wall - brick shade

228 612 1212

1368

4068

13616

3312

3480 1250

(actual RE60) (actual >60dB)

(22) W06 Interior wall

3012 168

0.24

Office 20.47 m²

0.32

31 912x2145

EI 2 30-C 35 912x2175

H4_N09

5703

1368 3588

2048

2640

0.34

Hallway 3.15 m²

Cleaning depot 9.56 m²

3768

EI 2 30-C 34 912x2175

2112

612

EI 2 30-C 46 912x2113

Office 21.08 m²

1212

shower

1325

Demands: Fire demand: RE60 Sound demand: R'w>48dB

0.23

EI 2 30-C 47 912x2113

Staff bathroom 4.39 m²

(22) W05 Interior load caring wall on ground floor

4300

7332

(actual REI 60 A2-s1, d0) (actual >60dB) (actual 0.16W/mK)

Construction description: 108mm bricks, ties (inner leaf, density 1800kg/m3) 170mm insulation, Lambda value of 34mW/mK,columns HE140B c/c 2000mm 22mm air cavity 108mm bricks (outer leaf)

2580

14424

Toilet 2.42 m²

0.33

612 408 912

360

Main entrance

1212

4368

Toilet 2.53 m²

1368 612

23220

Demands: Fire demand: REI 60 A2-s1, d0 Sound demand R'w >38dB U-value demand: 0.20W/m K

0.38

Toilet handic. 4.07 m² 6408

0.39

0.35

(21) W03 Exterior load caring wall on ground floor

1755

612

50 910x2100

0.40

EI 2 30-C 45 912x2113

Section EE - DD2

BUILDING COMPONENTS

8680

0.21

Atrium 231.59 m²

0.36

Section FF

H5_N36

12612

49 910x2100 51 910x2100

Archive/ Copy room 7.47 m²

H3_N06

4800

Bathroom 8.29 m²

H4_N04

168

1308

3992

H5_N40

2052

360

408

468

H5_N34

168

912 528

EI 2 30-C 52 912x2113

0.41

4620

5432

912

53 910x2100

1812

31 1812x2113 DP

3900

1572

Waredrobe 4.03 m²

54 910x2100

2808

468

0.44

0.43

Toilet 2.4 m²

612

2340

0.42

Toilet 2.51 m²

Bathroom 8.13 m² 9605

9780

708

1560

51479

3132

1788 EI 2 30-C 55 912x2113

408

EI 2 30-C 30 1828x2113

912

4308

Kitchen 24.92 m²

Sliding door

4720 Floor trench radiators

7842

Radiators

1408

5000

6980

2340

Shaft

5440

Down pipe

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 01/01/15 DATE 1 : 100 SCALE Ground floor LOCATION: DRAWING NO.

File name I01_C07.1_H1_N04

H1_N04

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

(27)R01

08 Roof 7800

(37)D03

08 Roof

VIII

07 Roof

VII

06 Roof

7800

(31)D02

(27)R01

07 Roof 6600

VIII (21)W09

(21)W09

6600

(21)W09

(27)R01

VII (21)W09

4100

3800

(21)W09

(22)W11

(22) W08

Atrium 231.59 m²

Small hall 66.02 m²

0.30

Elevator 4.55 m²

(31)D01

1100

(31)D01

(43)F02 (13)S01

(12)G02

S02

(43)F02

(12)G01 0.01

0.05

Service room 23.2 m²

Artrium 63.7 m²

(21)W01

(22)W06

(43)F01

0.12

III

0.13

Room 11.55 m²

(22) W08

03 Ground floor 0

(21) W03

02 Found. of ground fl. -900

(21) W02

(22)W06

(31)D01

HVAC

(31)D01

(43)F02 (13)S01 (12)G01

(23)S02

Club 41.05 m²

(24)E01

(43)F02

(13)S01

(12)G02 (12)G03

(18)01

(12)G02

1650

Section BB 1 : 50

1404

III

(22) W08

180166

(43)F02 (13)S01

300

-900

(18)01

(31)D02

1450

02 Found. of ground fl.

04 Roof 3800

0.29

3100

3600

3415

(22)W11

0.21

(31)D01

05 Roof 4100

(22)W12

Main entrance

03 Ground floor

(21)W09 (21)W09

5200

(21)W09

5067

04 Roof

(21)W09

180 160

05 Roof

(21)W09

1569

(21)W09

260

5200

2900

06 Roof

(12)G01

(12)G03

01 Basement

00 Foundation

-3500

-4400

H5_N09

(12) G01

Foundation

(22) W04 Interior load caring wall on basemet Demands: (actual RE60) Fire demand: RE60 (actual >50dB) Sound demand: >48dB Construction description: 240mm aerated concrete blocks (density 1900kg/m3) 23mm acoustic plaster

Construction description: 2 Leca termoblocks with polysterene insulation 390x190x248mm 400mm x 500m concrete footing (20Mpa passive environ. class)

(12) G02

Foundation (internal) Construction description: 2 pc150mm x 190mm aerated concrete blocks 400mm x 500mm concrete footing (16MPa passive environ. class)

(12) G03

Demands: Fire demand: RE60 Sound demand: >48dB

Foundation - elevator shaft Construction description: 200mm x 1500mm concrete shaft wall - in situ 450mm x 100mm concrete footing (16MPa passive environ. class)

(21) W01

(22) W05 Interior load caring wall on ground floor

Exterior wall (facing to soil) on basement Demands: (actual R90) Fire demand: R60 (actual 0.25W/mK) U-value demand: 0.25W/mK Construction description: 23mm plaster (interior finish) 390mm cast in situ concrete wall 150mm insulation (polystyrene), waterproof membrane 250mm capilary breaking layer

Construction description 408mm: 108mm bricks, 21mm air cavity 150mm aerated concrete block (load caring leaf), 21mm air cavity 108mm bricks

(22) W06 Interior wall Demands: (actual A2-S1,d0) Fire demand: A2-S1,d0 Sound demand R'w>40-48dB (actual >48dB) Construction description: 168mm bricks

(22) W08 Interior wall for elevator shaft Demands: Fire demand: RE60 Sound demand: >35dB

(21) W02 Exterior load caring wall on basement

Demands: (actual REI120 A2-S1,d0) Fire demand: REI60 A2-S1,d0 (actual <58dB) Sound demand Ld8n <38dB (actual 0.16W/mK) U-value demand: 0.20W/m K Construction description: 150mm concrete, wall ties (inner leaf) ,24Mpa passive environmental class 190mm insulation, Lambda value of 34mW/mK 108mm bricks (outer leaf)

(22) W09 Interior lightweight wall Demands: Fire demand: A2-S1,d0 Sound demand R'w: >48dB

(21) W07

(22) W10

Interior glass wall

(22) W12

Interior brick wall facing to steel column

Exterior wall - brick shade Demands: Fire demand: A2-S1,d0

(actual A2-S1,d0)

Curtain wall

Demands: Sound demand: >38dB U-value demand: 0.20W/m K

(actual >58dB) (actual 0.11W/mK)

Construction description: External glass wall - 3 layers glass

Demands: Fire demand: REI60 (actual EI60) Sound demand: R'w > 48 dB (actual >58dB) Construction description: Internal glass wall - 23mm tempered fire glass Pilkington Pyrostop®

Construction description: 108mm bricks

(21) W09

(actual A2-S1,d0) (actual R'w>42dB)

(actual REI 60 A2-s1, d0) (actual <58dB) (actual 0.16W/mK)

Construction description: 108mm bricks, ties (inner leaf, density 1800kg/m3) 190mm insulation, Lambda value of 34mW/mK 108mm bricks (outer leaf)

(actual RE60) (actual >xxdB)

Construction description: 168mm bricks 120mm lightweight concrete prefab.elements

(21) W03 Exterior load caring wall on ground floor Demands: Fire demand: REI 60 A2-s1, d0 Sound demand Ld8n <38dB U-value demand: 0.20W/m K

(actual RE60) (actual >50dB)

Demands: Fire demand: RE60

(actual RE60)

Construction description: 108mm bricks HE140B steel column, ttreated with fire protect.paint

(31) D01 Internal glass doors

(13)S01 Floor slab to soil

Demands: (actual EI2 30C) Fire demand: EI2 30C (actual >58dB) Sound demand: >48dB Construction description: Doors - tempered fire glass Pilkington Pyrostop®, 23mm

Demands: U-value demand: 0.10W/m K (actual 0.08W/mK) Construction description: 20mm leveling layer (mortar bed) 100mm concrete screed 10Mpa pasive environmental class 300mm polysterene 100mm compressed sand

(31) D02 Windows

Demands: (actual >58dB) Sound demand: >33dB U-value demand: 0.20W/m K (actual 0.11W/mK) Construction description: Windows -glass 3 layers

(23)S02 Floor slab partition Demands: Fire demand:REI60 A2-s1, d0 (actual REI60 A2-s1, d0) Construction description: 180mm Hollow core elements 1200 x 7200mm compressive strength 55MPa passive environamental class

(37) D03 Skylights Demands: Sound demand: >33dB U-value demand: 1.8W/m K

(43)F01 Suspended ceilings Demands: Fire demand: A2-s1,d0

(actual A2-s1,d0)

Construction description: 15mm acoustic ceiling,"Gyptone Line 4" 600x1.200mm 35mm steel profiles, suspension wire

(24) E01

(28) xx

Construction description: 15mm floor tiles For addition above floor slab (23) S02: 70mm concrete screed 75mm insulation

(43)F03 Floor finish - wood floor

(27)R01 Roof construction

Demands: (actual REI60) Fire demand: REI60 (actual >52dB) Sound demand: >33dB U-value demand: 0.20W/m K (actual 0.08W/mK)

Prefabricated concrete stairs Construction description, total: 1200mm width 3500mm height Stair step - 280mm, Rise - 175mm

(43)F02 Floor finish - tiles

Demands: (actual class D fl-s1) Fire demand: class D fl-s1 Sound demand:R'w > 40 - 48dB (actual with floor slab: R'w > 48dB) L'nw< 58 - 63dB

(actual >22dB) (actual 1.8W/mK)

Construction description: 4-layer vaulted dome with low chamber,"Icopal IcoLight" 600x600mm

(18) 01

Beams, columns

BASEMENT FLOOR: Steel beam HE180B, span 2m; with fire insulation Steel composite beam DELTA D20-200, span 7,2m; with fire insulation Concrete console beam; span 15m Concrete column, height 3,5m Steel squere columns S275, 100mm, height 3.5m; with fire insulation GROUND FLOOR: HE140B column, height 6.4m, with fire insulation HE340B beam, span 16m, with fire insulation

REFERENCE OF SECTION

Section BB isometric view

Pavement Construction description: 65mm pavement tiles 100mm compressed leveling sand 400mm gravel

(78) W13 Interior green vertical wall 6000 x 3650mm interior wall element for vertical vegetation

Construction description - ScanDek roof elements "Green line SD450" 8mm roof membrane 30-100mm rigid insulation (slope) 18mm steel trapezodial plate 450mm steel profiles with insulation Lambda value of 34mW/mK Damp proof membrane 40mm fire insulation (R60) 18mm steel trapezodial plate

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 01/01/15 DATE As indicated SCALE Section BB LOCATION: DRAWING NO.

File name I01_C07.1_H3_N02

H3_N02

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

8.392 7.838 7.192 8.392

5.700

7.795 7.192

5.658 4.745

4.242 3.512

5.592

2.512

4.622

3.650

5.005

1.000

0.800

0.050

2.225

-0.600

0.000 1.000

-1.300

0.800

-1.536

0.000 -2.355

-3.500

East - architectural elevation 1 : 100

North - architectural elevation 1 : 100

8.392 8.392

7.192

7.192 5.592 4.622

5.592

4.242 4.650

5.000 4.000

3.600 1.000

0.000

3.512

2.200 1.000

0.800

0.000

-0.600

3.512

5.000

2.145 R

0.000

0.800

0.000

-1.300 -0.600

3.512

2.145

1.000

-0.370

-0.600

0.000

-1.300

-3.500 -1.582

South - architectural elevation 1 : 100

-3.500

West - architectural elevation 1 : 100

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane DATE 10/10/14 1 : 100 SCALE Elevations architectural LOCATION: DRAWING NO.

File name

H2_N05

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician

FIRE ANALYSIS

(21) W03

0.15

Gardener's depot 8.77 m²

(21) W03

(22)W06

H4_N11-D

(21) W03

0.16

C01

Storage 28.97 m² Vent.pipes with fire insulation (leads to church hall trough insulation in floor level)

(21) W03

(21)W10

C01

HVAC (22)W05

ax M

LEGEND Escape rout area min width 1,3m EI 60 A2-s1,d0 (BS 60) EI 60 (BD 60) R loadbearing, not separating REI loadbearing, separating EI separating, not loadbearing

01 Fire analysis - 3D view

Fire division separtion

F R

(21) W03

Fire door EI 2 60-C a2-s1,d0 (BS 60) Fire door EI 2 30-C (BD 30)

(22)W07

B01

0.18

Fire door (sliding door) EI 2 30-C (BD 30)

Kitchen storage 9.4 m²

Rescue opening

B01

m 21

B01

(21) W03

B01

FIRE SECTION USAGE CATEGORY 3 (max 230 people)

(22)W05 0.19

Emergency exit

Big hall 275.66 m²

(21) W03

Hose reels

B01

e nc ta

u ro

0.17

Garbage disposal area (open space) 17.53 m²

Exit sign

B01

is .d

pe ca es

(21) W03

(22)W09

R WALLS Type

BEAMS, COLUMNS

VENTILATION

Actual Fire rating REI 120 A2-s1, d0

Description 390mm - Concrete(in-situ); 180mm - Polysterene

Type

W01

B01

Actual Fire rating R120 A2-s1, d0

Description HE360B steel beam with fire insulation (2 layers of gypsum) exposure to fire on three sides.

W02

REI 120 A2-s1, d0

150mm - Lightweight concrete; 190mm - Insulation; 108mm - Brick

B02

R120 A2-s1, d0

Concrete beam

108mm - Brick; 190mm - Insulation; 108mm - Brick

C01

R60 A2-s1, d0

HE140B steel column with fire insulation (with 20mm insulation in brick cavity wall)

W03

REI 60 A2-s1, d0

W04

REI 120 A2-s1, d0

23mm - Plaster; 240mm - Aerated concrete block; 23mm - Plaster

W05

REI 120 A2-s1, d0

108mm - Brick; 150mm - Aerated concrete block; 108mm - Brick

W06

REI 120 A2-s1, d0

168mm - Brick, up to 3.8m height

W07

REI 60 A2-s1, d0

108mm - Brick, up to 3.8m height

F01

A2-s1,d0

Description Suspended ceilngs: Gypsum plates 900x2700mm with steel profiles

W08

REI 120 A2-s1, d0

120mm - Lightweight concrete; 108mm - Brick

F02

class D fl-s1

Floor finish: Ceramic tiles 15mm

W09

EI 60 A2-s1, d0

25mm - Gypsum; 70mm - Insulation,Steel profiles; 25mm - Gypsum

F03

class D fl-s1

Floor finish: Wooden floor boards 22mm

W10

- no demands

External curtain wall

W11

EI60

Internal curtain wall - 23mm tempered fire glass

FLOOR SLABS Type S02

Actual Fire rating REI 60 A2-s1, d0

CEILINGS, FLOOR FINISHES Type

Description Hollow core slab 180mm

Actual Fire rating

Ventilation pipes covered with fire insulation of 50mm, and with Fire stoppers in places where vent.pipes crossing fire compartment, section. The smoke detectors are placed in every room.

Kitchen 24.92 m²

DOORS, WINDOWS Rescue openings (R) actual dimensions are 1200x1500mm and 600x3500mm Fire escape openings (F) are maden from glass (EI 30) and actual dimensions are for single doors 912x2150mm and double doors 1700x2200mm According BR10 Chapter 5.2 (3) Doors on escape routes which are used by large numbers(more than 150) of people must open in the direction of escape this rule is applied in Big hall (Room No0.17)

Staircase are not considered as part of fire escape rout, because of building design both floors are provided with direct escape to outside on ground level.

Fire resistant roof covering, class B roof (t2)

Elevator shaft is considered as separated fire section with natural ventilation on roof level. Access space for elevator maintanance is 1.5m (from top of the elevator to the ceilings)

Roof construction - prefabricated steel structure elements SkanDek SD450 with fire protection 60mm , R60

(21) W03

(22)W05

(22)W07

(21) W03

(22)W09

(21) W03

0.42

0.44

0.43

C01

Waredrobe 4.03 m²

Toilet (22)W09Toilet 2.51 m² 2.4 m² (22)W09

ELEVATOR, STAIRS

ROOF

(22)W05

0.20

(21) W03

C01

(22)W11

(22)W07

(21)W10

0.21

Atrium 231.59 m²

Main entrance

0.22

0.37

Entrance 8.07 m²

Bathroom 8.29 m²

(22)W11

(22)W09 (22)W05

(22)W09 0.40

C01

(22)W11

0.41

Bathroom 8.13 m²

0.39

0.38

Toilet(22)W09 Toilet 2.53 m² 2.42 m²

(21)W01

C01

B01

Toilet handic. 4.07 m²

(22)W06

0.02

Service room 23.2 m²

HVAC

Depot 10.46 m²

(22)W06

0.08

USAGE CATEGORY 1 total area 200m2

Hallway 9.07 m²

0.34

(22)W06

Hallway 3.15 m²

(22)W06

0.33

(21) W03

Cleaning depot 9.56 m²

(22)W09

(21) W03

0.24

Office 20.47 m²

(22)W11

(22)W09

W10

B02

Artrium 63.7 m²

(22)W09 (21)W01

0.35

Staff bathroom 4.39 m²

0.03

Conference room 62.28 m²

0.05

(22)W04

(22)W09

(22)W06

0.06

0.07

Toilet 3.06 m²

Office 21.08 m²

(22)W11

Archive/ Copy room 7.47 m² (22)W09

W10

(21) W03

0.23

0.36

(22)W06

Toilet 3.09 m²

Vent.pipes with fire insulation (leads to basement techn.room)

Vent.pipes 0.01

(22)W06

(22)W09

(22)W06

0.32

0.09

Handicp.toilet Cleaning depot (22)W09 4.48 m² 2.69 m²

UP (22) W08

(22)W06

0.11

Kitchenette 18.76 m²

(22)W06

FH4_N10-D

(22)W06

(22) W08

Depot 8.11 m²

W10

USAGE CATEGORY 3 ( 50 people) 130m2

0.10

FIRE SECTION

0.31

Office 18.82 m²

(21)W10

0.26

H5_N49

(21) W03

0.12

Club 41.05 m²

(22)W11

(21)W10

W10 (21)W10

(22)W06

FIRE SECTION

(22) W08

Conference room 67.46 m² (21) W02

(22)W06

0.04

0.25

Office 17.43 m²

B01

W10

(22) W08

(22)W11

(22)W06

Office 16.46 m²

(21) W03

(22)W06

(22)W05

0.29

0.28

Small hall 66.02 m²

(22)W05

Meeting room 19.69 m²

(21)W10 0.27 Balcony 10.92 m²

(21)W10 (21) W03

(22)W06 (21) W02

(21) W02 0.13

Room 11.55 m²

(21)W10

(21) W02

0.14

(22)W06 Room 11.16 m²

F (21)W10 (21)W10 (21)W10

01 Fire analysis - basement 1 : 100

(21)W10

Fire section AA

H8_N04

(21) W02

(21) W03

01 Fire analysis - ground floor 1 : 100

Fire section AA

H8_N04

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 10/11/14 DATE 1 : 100 SCALE Fire analysis ‐ floor plans LOCATION: DRAWING NO.

File name I01_C07.1_H8_N03

H8_N03

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician

STATIC ANALYSIS â&#x20AC;&#x201C; load distribution & construction For East wing (office rooms and conference hall) D E LTA b e a m b e t w e e n h o l l o w c o r e s l .

Steel square column and brick pillar

Concrete beam (span 15m)above opening

Balcony entrance â&#x20AC;&#x201C; access free level

Window sill at floor level

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Anna Rancane

BALCONY PARAPET

architectural technician

Exposure class - MX2.2 (Eurocede 6), moderate (Danish stadnard) Balcony reinforcement calculated by engineer Mortar - KC50/50/700 Detail location on drawings: H2_N06 East facade Construction:

Prefabricated concrete coping (BL)

108mm bricks (inner leaf) wall ties 190mm air cavity 108mm bricks (outer leaf)

Roofing felt (BL)

BALCONY / ROOF TERRACE FLOOR (U-value 0.20W/m2K):

Expansion joint (BL)

15mm - Ceramic tiles 70-50mm - Screed (slope 1:00), waterproof memebrane 150mm - Insul. (Lambda value 0.034W.m2K),damproof.memb 100mm - concrete prefabricated element

Ventilation gap min~c/c 500mm (BL) (unfilled joint)

BASEMENT WALL (U-value 0.16W/m2K):

988

23mm accoustic plaster 150mm concrete, wall ties 170mm insulation, Lambda value of 34mW/mK 22mm air cavity 108mm bricks (outer leaf)

OUTSIDE

(BALCONY/ ROOF TERRACE)

0.000

(TI) Floor finish: 15mm - Cermic tiles 70mm - Screed 75mm - Insulation

100

Ceramic tile skirting (TI) slope 1:100

190

Sealant (TI)

03 Ground floor 0

Concrete floor trench drain (TI)

(TI) Damproof membrane 100

(TI) Rigid insulation

-0.240

Leca light weigth block 100x190x490mm (BL)

(TI) Vapour membrane

Roofing felt (BL)

(CO) Prefabricated concrete element

Ventilation gap min~c/c 500mm (unfilled joint) (BL) Mortar (BL)

-0.340

BASEMENT FL. (CONFERENCE ROOM)

NOTA

Minimum number of wall ties According to the National Annex to the Eurocodes EN 1996-1-1 DK NA: 2008, the minimum number of ties between the walls of the cavity walls, walls and double walls is set to n = 2 per. m 2 of the considered area of the wall. If the walls are used as combination walls, the wind load is distributed between the walls depending on the wall rigidities, the number of ties be at least n = 4 per. m 2 , evenly distributed. Apart from areas at corners must be placed at least 4 binders per m 2 wall evenly, and tie the diameter must be at least 3 mm.

150

170

108

Contractor initials: (BL) Masonry Contractor (CO) Concrete Contractor (ST) Steel Erection Contractor (DW) Drywall Contractor (TI) Tile contractor (WI) Window Contrctor (CC) Carpenter contractor

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 10/12/14 DATE 1 : 5 SCALE Balcony parapet (Section EE) LOCATION: DRAWING NO.

File name I01_C07.1_H5_N25

H5_N25

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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architectural technician

WINDOW HEAD WITH CONSOLE (AT BASEMENT) Exposure class - MX2.2 (Eurocede 6), moderate (Danish stadnard) Mortar - KC50/50/700 Detail location on drawings: H2_N06 East facade

108

(TI) Floor finish: 15mm - Cermic tiles 70mm - Screed 75mm - Insulation (TI) An edge insulation (polyethylene) 10mmx150mm (BL) Mortar

170

108

INSIDE GROUND FLOOR IV

03 Ground floor 0

-0.160

(CO) Prefabricated concrete element: Hollow core 180mm, span 7.2m

(CO) Neoprane membrane 65

-0.340

INSIDE BASEMENT FLOOR

OUTSIDE 23

148

170

108

Brick tie with fixing cap (BL)

(DW) Suspended accoustic ceilings 960

Anna Rancane

(BL) Aerated concrete blocks 150mm (DW) Plaster 23mm

-0.800

Flashing membrane (roofing felt ); width overlap 150mm each side of concrete beam below (BL) Ventilation gap min~c/c 500mm (unfilled joint) (BL)

(CO) Prefabricated concrete beam span 15m (dead load - 41.34kN/m)

(CA) Wood batten

Mineralwool (BL)

Console (Corbel) with brick lintel 108mm Halfen H4-FV-3.5-210-995,v=60 (BL)

(DW) Gypsum 13mm (WI) Window profile (ST) Rectangular 100mm steel column c/c 2000mm (Detail H5_N33)

Contractor initials: (BL) Masonry Contractor (CO) Concrete Contractor (ST) Steel Erection Contractor (DW) Drywall Contractor (TI) Tile contractor (WI) Window Contrctor (CC) Carpenter contractor

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 11/11/14 DATE 1 : 5 SCALE Concrete beam above opening LOCATION: east facade DRAWING NO. H5_N41

File name Section FF

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician

WINDOW SILL AT FLOOR LEVEL (GROUND FLOOR) Exposure class - MX2.2 (Eurocede 6), moderate (Danish stadnard) Mortar - KC50/50/700 Detail location on drawing: H1_N04 Ground floor plan Construction is relevant for openings with sill at floor level (21) W03 Exterior wall on ground floor descrption: 108mm - brick (inner leaf - density 1800kg/m3), wall ties with endcap 170mm - rigid insulation (Lambda value 0.34mW/mK) 22mm - air cavity 108mm - brick (outer leaf) (21) W02 Exterior wall on basement floor descrption: 150mm prefabricated concrete wall, 24Mpa passive environmental class, wall ties 170mm - rigid insulation (Lambda value 0.34mW/mK) 22mm - air cavity 108mm - brick (outer leaf)

INSIDE GROUND FLOOR 03 Ground floor

14mm Floating oak floor (CA) 22mm subfloor - OSB (CA) 39 x 40mm wooden floor joists (CA) 8mm sound insulation (CA) aerated concrete beam (CA) 30

(WI)

Zink flashing

(BL)

Flashing membrane (roofing felt); width overlap 150mm each side of beam below

108

120

65mm wooden floor battens with 45mm insulation between (CA)

(BL)

Ventilation gap min~c/c 500mm (unfilled joint)

(BL)

Brick lintel

Prefabricated concrete element: hollow core 180mm, span 7.2m (CO) Steel beam HE180B, with fire insulation around (ST),(CA)

25 x 45mm battens, between insulation (CA) 13mm gypsum (CA)

OUTSIDE

INSIDE BASEMENT FLOOR

Contractor initials: (BL) Masonry Contractor (CO) Concrete Contractor (ST) Steel Erection Contractor (DW) Drywall Contractor (TI) Tile contractor (WI) Window Contrctor (CC) Carpenter contractor

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 10/12/14 DATE 1 : 5 SCALE Window sill at floor level (Section LOCATION: FF) DRAWING NO. H5_N28

File name I01_C07.1_H5_N28

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician

BRICK ACCOUSTIC WALL PANEL Location of accoustic panels shown on drawing H4-N01-D Church hall room drawing The accoustic panel placement in the wall is similar to openings (108mm brick lintel above element) Brick layout - 1/2 stone bond Mortar: KC50/50/700 Line loss demand 2015: ≤ 1,0 l/s pr.m2 WALL ELEMENT DESCRIPTION: 54 mm acoustic bricks, reinforced with steel ties 55mm insulation (lambda value 34 W/mK) covered with vapour barrier (PE foil), sealed to wall with UV tape 170mm insulation 34 W/mK (lambda value 34 W/mK) 22mm air cavity 108mm bricks outer leaf 60

H4_N11-D INSIDE

OUTSIDE

54 51 48

Building component specification - accoustic panel head 1:5

45 42 39 36

4000

33 30 27 24 21 18

12 9

6 3

Nominal brick course

5455 1452

Building component specification - accoustic brick panel 1 : 20

108 408

Building component specification - accoustic brick panel section 1 : 20

To fullfil demand of line loss 2015: ≤ 1,0 l/s pr.m2 it is necessary insulate and cover inner leaf (accoustic brick) with vapor barrier as shown on section of element. The sealing between the screw thread binds and vapor barrier is established using UV tape. The joints are compressed at the rear of creation of density between masonry and PE foil. The adhesive is compressed with a rubber roller.

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 01/01/15 DATE As indicated SCALE Church hall interior ‐ accoustic LOCATION: brick panel DRAWING NO. H4_N11‐D

File name I01_C07.1_H4_N11‐D

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician BRICK PILLAR

106

Exposure class - MX2.2 (Eurocede 6), moderate (Danish stadnard) Pillar reinforcement calculated by engineer Mortar - KC50/50/700 More information on drawings: H1_N03 Basement plan H5_N33 Brick pillar detail

Prefab.concrete coping Roofingfelt PF2000

2200

01 Basement -3500

Expansion joint to facade 20mm

Brick course (nominal height)

948

Building component specification - brick pillar elevation 1 : 20

168

Roofingfelt PF2000

01 Basement

00 Foundation

-3500

-4400

Building component specification - brick pillar section 1 : 20 PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 12/31/14 DATE 1 : 20 SCALE East facade ‐ brick pillar LOCATION: DRAWING NO. H4_N10‐D

File name I01_C07.1_H4_N10‐D

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician

BRICK PILLAR Exposure class - MX2.2 (Eurocede 6), moderate (Danish stadnard) Pillar vertical and horizontal reinforcement calculated by engineer Mortar - KC50/50/700 Brick dimension: 168x228x54mm Detail location on drawings: H1_N03 Basement plan H4_N10 East facade - brick pillar building component

INSIDE

OUTSIDE

(CONFERENCE ROOM)

948 206

(CA) Gypsum plate 12.5mm

228

196

(CA) Plywood 15mm (CA) Steel bracket

228

(ST) Rectangular steel column 100mm (CA) Fire insulation 20mm (R60) (Rockwool Conlit) (WI) Curtain wall profile

Brick tie anchoring (BL)

Stainless steel vertical and horizontal reinforcement (BL)

Contractor initials: (BL) Masonry Contractor (CO) Concrete Contractor (ST) Steel Erection Contractor (DW) Drywall Contractor (TI) Tile contractor (WI) Window Contrctor (CC) Carpenter contractor

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 01/04/15 DATE 1 : 5 SCALE Brick pillar (at basement level) LOCATION: DRAWING NO.

File name I01_C07.1_H5_N33

H5_N33

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician

FREE STANDING COLUMN

108

Exposure class - MX1 (Eurocede 6), passive (Danish stadnard) Mortar - KC50/50/700 Detail location on drawing: H1_N04 Ground floor plan

1/1

228

Steel column HE140B treated with fire protection paint with welded installation channel for brick tie anchor (ST) 1/1

1/1

12 108

468

1/1

228

1/1

Brick wall with ties (calculated by engineer) (BL)

228

468

Contractor initials: (BL) Masonry Contractor (CO) Concrete Contractor (ST) Steel Erection Contractor (DW) Drywall Contractor (TI) Tile contractor (WI) Window Contrctor (CC) Carpenter contractor

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 05/01/15 DATE 1 : 5 SCALE Column (free standing) section on LOCATION: ground floor DRAWING NO. H5_N34

File name I01_C07.1_H5_N34

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician

VENTILATION PLAN

0.15

Gardener's depot 8.77 m²

Brunch duct (mounted under floor) 2384m3/h Ø 500mm v=4,5m/s

Brunch duct (mounted under floor) 1784m3/h Ø 400mm v=4,5m/s

Brunch duct (mounted under floor) 1184m3/h Ø 315mm v=4,5m/s

0.16

Storage 28.97 m²

Ventilation agregate

Inlet (mounted in wall) 600m3/h Ø 250mm v=3,5m/s

Inlet (mounted in wall) 584m3/h Ø 250mm v=3,5m/s

Natural ventialtion inlet Natural ventialtion inlet with moisture control Mechanical air extraction Mechanical air inlet 0.17

0.18

Big hall 275.66 m²

Garbage disposal area (open space) 17.53 m²

Ventilation pipe silencer All ventilation pipes are covered by 60mm fire insulation. Between all penetrations of fire compartments, gaps between pipes and walls are filled by fire protected foam or sealant.

Bruch duct (mounted under floor) 2384m3/h Ø 500mm v=4,5m/s

0.19

Kitchen storage 9.4 m²

Used recomended velocity for the ducts: Main duct - 6.5 m/s Bruch duct - 4.5m/s Connection duct - 3.5m/s

Outlet 108m3/h Ø100mm v=3,5m/s

Inlet 108m3/h Ø100mm v=3,5m/s

0.20

Kitchen 24.92 m²

Inlet (mounted in wall-top) 126m3/h Ø100mm v=3,5m/s

Inlet (mounted in wall) 600m3/h Ø 250mm v=3,5m/s

Outletcooker hood 40l/s Outlet 36m3/h Ø100mm v=3,5m/s

Brunch duct 234m3/h Ø125mm v=4,5m/s

Outlet 36m3/h Ø100mm v=3,5m/s 0.42

Toilet 2.51 m² Brunch duct 180m3/h Ø 125mm v=4,5m/s

Brunch duct (mounted under floor) 1784m3/h Ø 400mm v=4,5m/s

0.43

Toilet 2.4 m²

Inlet (mounted in wall-top) 126m3/h Ø 100mm v=3,5m/s

Outlet 36m3/h Ø100mm v=3,5m/s

Brunch duct 252m3/h Ø 125mm v=4,5m/s 0.40

748m3/h Brunch duct Ø200mm 373m3/h Ø160mm v=4,5m/s

Outlet 36m3/h Ø100mm v=3,5m/s

0.08

Toilet 3.09 m² Brunch duct 301m3/h Ø160mm v=4,5m/s Outlet 36m3/h Ø100mm v=3,5m/s Brunch duct 265m3/h Ø160mm v=4,5m/s

525m3/h Ø200mm

Brunch duct 1592m3/h Ø315mm v=4.5m/s

0.01

Brunch duct 373m3/h Ø160mm v=4,5m/s

Service room 23.2 m²

Outlet 36m3/h Ø100mm v=3,5m/s

Toilet 3.06 m²

0.05

Artrium 63.7 m²

Outlet 40m3/h Ø100mm v=3,5m/s 0.11

Kitchenette 18.76 m²

Brunch duct 659m3/h Ø250mm v=4,5m/s

Inlet 40m3/h Ø100mm v=3,5m/s

Brunch duct 440m3/h Ø200mm v=4,5m/s

Outlets 143m3/h Ø100mm v=3,5m/s

Brunch duct 225m3/h Ø125mm v=4,5m/s

0.12

Club 41.05 m² Brunch duct 225m3/h Ø125mm v=4,5m/s

Inlet 143m3/h Ø100mm v=3,5m/s

0.13

Room 11.55 m² Inlet 82m3/h Ø100mm v=3,5m/s

Outlet 82m3/h Ø100mm v=3,5m/s

Brunch duct 221m3/h Ø125mm v=4,5m/s

Inlet 143m3/h Ø100mm v=3,5m/s

Outlet 78m3/h Ø100mm v=3,5m/s

Conference room 67.46 m²

Outlet 219m3/h Ø160mm v=3,5m/s

Brunch duct 221m3/h Ø125mm v=4,5m/s

0.04

Inlet 219m3/h Ø160mm v=3,5m/s

Brunch duct 440m3/h Ø200mm v=4,5m/s

0.22

Entrance 8.07 m²

Brunch duct 360m3/h Ø 160mm v=4,5m/s

Toilet 2.42 m²

Toilet handic. 4.07 m²

Outlet Outlet 36m3/h Ø100mm 36m3/h Ø100mm v=3,5m/s v=3,5m/s

0.21

525m3/h Ø 200mm Main duct 525m3/h Ø 200mm v=6.5m/s

Archive/ Copy room 7.47 m²

Main duct 525m3/h Ø 200mm v=6.5m/s

Atrium 231.59 m²

Main duct 748m3/h Brunch duct Ø200mm 388m3/h v=6,5m/s Ø160mm 0.36 v=4.5m/s Brunch duct 388m3/h Ø160mm v=4,5m/s

Outlet 54m3/h Ø100mm 10l/s

525m3/h Ø200mm Outlet 53m3/h Ø 100mm v=3,5m/s

Inlet (mounted in ceilings) 53m3/h Ø 100mm v=3,5m/s

Brunch duct 472m3/h Ø 200mm v=4,5m/s 0.24

Office 20.47 m²

0.33

Cleaning depot 9.56 m²

Outlet 51m3/h Ø100mm v=3,5m/s

Inlet (mounted in ceilings) 51m3/h Ø 100mm v=3,5m/s Brunch duct 421m3/h Ø 200mm v=4,5m/s

Brunch duct 421m3/h Ø 200mm v=4,5m/s

0.32

Depot 8.11 m²

0.31

0.23

Office 21.08 m²

Brunch duct 472m3/h Ø 200mm v=4,5m/s

Inlet (mounted in wall-top) 54m3/h Ø 100mm v=3,5m/s

0.25

Outlet 44m3/h Ø 100mm v=3,5m/s

Outlet 46m3/h Ø100mm v=3,5m/s

Office 18.82 m²

Inlet (mounted in ceilings) 46m3/h Ø 100mm v=3,5m/s

Office 17.43 m²

Brunch duct 118m3/h Ø125mm v=4,5m/s

Elevator shaft (outlet to roof)

Brunch duct 377m3/h Ø 200mm v=4,5m/s

Inlet (mounted in ceilings) 44m3/h Ø 100mm v=3,5m/s Brunch duct 377m3/h Ø 200mm v=4,5m/s

0.26

Office 16.46 m²

Inlet (mounted in wall-top) 288m3/h Ø 100mm v=3,5m/s

Brunch duct 337m3/h Ø 160mm v=4,5m/s Inlet (mounted in wall-top) 288m3/h Ø 160mm v=3,5m/s

Inlet 219m3/h Ø160mm v=3,5m/s

Brunch duct (mounted under floor) 1184m3/h Ø 315mm v=4,5m/s

0.38

Brunch duct 334m3/h Ø 160mm v=4,5m/s

Outlet 219m3/h Ø160mm v=3,5m/s Brunch duct 265m3/h Ø160mm v=4,5m/s

Toilet 2.53 m²

Staff bathroom 4.39 m²

Inlet 204m3/h Ø160mm v=3,5m/s

0.10

Brunch duct 388m3/h Ø 160mm v=4,5m/s

0.39

0.35

0.03

Conference room 62.28 m²

Brunch duct 659m3/h Ø250mm v=4,5m/s

Handicp.toilet Cleaning depot 4.48 m² 2.69 m²

Inlet 204m3/h Ø160mm v=3,5m/s

Brunch duct 863m3/h Ø250mm v=4,5m/s

Outlet 204m3/h Ø160mm v=3,5m/s

0.06

Brunch duct 1067m3/h Ø315mm v=4,5m/s

Outlet 204m3/h Ø160mm v=3,5m/s

Depot 10.46 m²

Hallway 9.07 m²

0.09

525m3/h Ø200mm

Brunch duct 863m3/h Ø250mm v=4,5m/s

Inlet 108m3/h Ø100mm v=3,5m/s

0.07

Brunch duct 1592m3/h Ø315mm v=6.5m/s 0.02

Outlet 36m3/h Ø100mm v=3,5m/s Brunch duct 360m3/h Ø 160mm v=4,5m/s Main duct 748m3/h Ø200mm v=6,5m/s

Inlet (mounted in wall) 584m3/h Ø 250mm v=3,5m/s

0.41

Bathroom 8.29 m²

Main ducts to aggregate 2713m3/h Ø400mm v=6,5m/s

Inlet (mounted in wall) 600m3/h Ø 250mm v=3,5m/s

Bathroom

Outlet 8.13 m² 36m3/h Ø100mm v=3,5m/s

0.37

748m3/h Ø200mm

Inlet (mounted in wall) 600m3/h Ø 250mm v=3,5m/s

0.29

Small hall 66.02 m² Inlet (mounted in wall-top) 288m3/h Ø 100mm v=3,5m/s

Inlet (mounted in wall-top) 288m3/h Ø 160mm v=3,5m/s

Outlet 40m3/h Ø 100mm v=3,5m/s

Inlet (mounted in ceilings) 40m3/h Ø 100mm v=3,5m/s

Brunch duct 337m3/h Ø 160mm v=4,5m/s Outlet 49m3/h Ø 100mm 0.28 v=3,5m/s

Meeting room 19.69 m²

0.27

Balcony 10.92 m²

Inlet (mounted in ceilings) 49m3/h Ø 100mm v=3,5m/s

0.14

Room 11.16 m² Inlet 78m3/h Ø100mm v=3,5m/s

01 Ventilation plan - basement 1 : 100

01 Ventilation plan - ground floor 1 : 100

PROJECT CHURCH CENTER NØRRE TRANDERS DRAWN BY Anna Rancane 10/06/14 DATE 1 : 100 SCALE Ventilation plan LOCATION: DRAWING NO.

File name I01_C07.1_H7_N01

H7_N01

C:\Users\Anna\Documents\07 sem_church center_scheme design1.rvt

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Anna Rancane architectural technician

VENTILATION CALCULATION Room number

Room name

GROUND FLOOR Ventilation Ͳ East wing (Offices) 0.29 Small hall 0.28 Meeting room 0.26 Office 0.25 Office 0.24 Office 0.23 Office

Number Area m2 of ducts

1 1 1 1 1 1

Ventilation Ͳ West wing (Offices+Toilets) 0.29 Small hall 1 0.31 Office 1 0.35 Bathroom 1 0.21 Atrium (partly) 1 Ventilation Ͳ West wing (Kitchen+Toilets) 0.20 Kitchen 1 0.21 Atrium (partly) 1 0.42 Toilet 1 0.43 Toilet 1 0.41 ToiletͲsinks 1 0.21 Atrium (partly) 1 0.41 ToiletͲsinks 1 0.38 Toilet 1 0.39 Toilet 1 0.40 Toilet 1

BASEMENT FLOOR Ventilation Ͳ East wing (Conference rooms) 0.14 Club room 1 0.12 Club room (partly) 1 0.04 Conference room 2 0.03 Conference room 2 Ventilation Ͳ West wing (Toilets) 0.14 Club room 0.12 Club room (partly) 0.11 Kitchenette 0.09 Toilet 0.07 Toilet 0.08 Toilet 0.05 Atrium (basement)

1 1 1 1 1 1 1

33,35 19,65 16,25 17,58 20,56 21,17

33,35 18,84 4,23

4,04

Height m

3,6 3,1 3,1 3,1 3,1 3,1

3,6 3,1 3,1

3,1

Volume Demand m3 rate l/s/m2

120,06 60,92 50,38 54,50 63,74 65,63

120,06 58,40 13,11

Demands Air Actual l/s l/s/per. change/h

2,4 0,8 0,8 0,8 0,8 0,8

80,04 15,72 13,00 14,06 16,45 16,94

2,4 0,8

80,04 15,07

12,52

3,1 3,1 3,1

7,97 7,44 25,20

10 10 10

8,34 4,04 2,4 2,57

3,1 3,1 3,1 3,1

25,85 12,52 7,44 7,97

10 10 10 10

11,71 20,55 18,27 4,51 2,64 2,64

2,9 2,9 2,7 2,7

2,9 2,9 2,7 2,7 2,7 2,7

TOTAL FOR VENT/AGREGATE Choosen aggregate Exhausto VEX350H with max air flow 3920m3/h

32,63 59,58 182,14 169,70

33,96 59,58 49,33 12,18 7,13 7,13

2,4 2,4 2,4 2,4

0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00 0,00

27,00 49,31 161,90 150,84

2,4 2,4 0,8 10 10 10

28,10 49,31 14,62 0 0 0

Choosen m3/h

Inlet

Out

0,080 0,014 0,011 0,012 0,014 0,015 0,146

288,14 48,73 40,30 43,60 50,99 52,50 524,26

0,080 0,013

288,14 x 46,72 x 54,00 54,00 x 388,87

x x x

108,00 x 126,00 x 36,00 36,00 36,00 126,00 x 36,00 36,00 36,00 36,00 360,00 748,87

2,57 2,4 8,13

11,25 20,55 67,46 62,85

m3/s

0,030 0,035 0,010 0,010 0,010 0,035 0,010 0,010 0,010 0,010

x x x x x x

Notes

x x x x x x

Connect.d Brunch Main duct uct duct dim.mm dim.mm dim.mm

160 100 100 100 100 100

160 200 200 200 200

Total for east wing

0,022 0,040 0,121 0,113 0,296028

78,30 142,99 437,14 407,27 1065,70

x x x x

0,023 0,040 0,011 0 0 0

81,50 142,99 39,46 36,00 36,00 36,00 108,00 371,96 2710,79

x x x

54m3/h choosen to reach balanced vent.

126m3/h choosen to reach balanced vent.

x x x 126m3/h choosen to reach balanced vent.

x x x x

200 160 100 100 100

100 100 100 100 100 100 100 100 100 100

160 160 200 200

125 125 125 125 160 160 160 160 160 200

Total for west wing

x x x x

219m3/h for one duct, total two ducts 204m3/h for one duct, total two ducts

room without kitchen hood

108m3/h choosen to reach balanced vent.

Total for west wing

200 200

100 100 125Ͳ200 160 200Ͳ250 160 250Ͳ315

Total for east wing x x x x x x

200

315 100 100 100 100 100 100 100

125 160 160 160 160 160 160

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

RENOVATION J.M.MØRKS GADE 9, AARHUS Renovation project with energy-efficient and sustainable initiatives. Main goal of renovation is to provide a new bathroom and kitchen for each apartment, as well to install an elevator in the building. Client requested economical calculations (profitability) of any initiatives to achieve low energy class (2015) demands. To achieve client demands have been demolished part of the building and designed a new extension towards the backyard. The extension consists of steel construction with lightweight insulated walls. In connections with new extension and existing building works are carefully carried out with consideration of possible cracks between old and new settlements. All decisions were based on a sound, a fire, a moisture and an energy analysis.

REGISTRATION PHASE

DEMOLITION PHASE

NEW CONSTRUCTION

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

H5_N23

21.529 09 Roof

21564

XI Solar cells

H5_N31 2952

19.735

1339

17.074

Existing basement external wall renovation - street side

Roof tiles (classic danish clay roof tiles) Impragnated battens 25 x 45mm, ventilated cavity Impragnated distance lists 32 x 50mm Roofing felt (diffusion tight underlay "Icopal FastSafe" or similar,danish "DUKO" class H) Sub-roof from profiled wood boards 25 x 110mm Raffter 50 x150mm fixed to existing raffters Insulation (lambda 0.036W/mK)150mm PIR Insulation (lambda 0.021W/mK), battens 50mm Fibergypsum 12.5mm

ELEVATOR SHAFT

KITCHEN 4.TV

15.228

100

Green roof (U-value 0.10)

IX 215

16368

Technical room/ depot (ventilation agregate)

1944

2244

07 Attic floor

H5_N21

WALLS

Existing concrete floor renovation

Pitched roof (insulated) U-value 0.15

18.009

Sewer vent.

H5_N22

440

18612

4453

18.728

FLOOR, CEILING CONSTRUCTION

Pitched roof Roof tiles (classic danish clay roof tiles) Impragnated battens 25 x 45mm, ventilated cavity Impragnated distance lists 32 x 50mm Roofing felt (diffusion tight underlay "Icopal FastSafe" or similar,danish "DUKO" class H) Sub-roof from profiled wood boards 25 x 110mm Raffter 50 x150mm fixed to existing raffters

Vent.duct

08 Attic ceiling

ROOF CONSTRUCTION

BATHROOM 4.TV

Extensive green roof system ~ 100mm Prefabricated roof elements:steel frame,insulation 300mm (Scandek"SD-302") Steel beam (HEB 160) load bearing frame structure Fire insulation 60mm Fibergypsum 12.5

ENTRANCE 4.TV

Zink cladding Sub-roof from profiled wood boards 25 x 110mm Impragnated battens 25 x 45mm, ventilated cavity Roofing felt RIP insulation 100mm (lambda 0.021W/mK) DMP Insulation 20mm Fibergypsum 12.5

2145

2940

3040

2600

1000

2600

14.228

900

3040

Dormer walls, U-value 0.16:

VIII 252

KITCHEN 3.TV

12.078

BATHROOM 3.TV

Cleaned existing brick wall Renering 10mm

New floor in kitchen (TCA 3) Wooden floor boards Gypsum 12,5 mm Steel framing C-profil 200mm, c/c 600,insulation Akustikprofile 25mm c/c maks. 400mm Fibergypsum

New floor in hallway (TCA 3)

Marmoleum floor finish Gypsum 12,5 mm Steel framing C-profil 200mm, c/c 600,insulation Akustikprofile 25mm c/c maks. 400mm Fibergypsum

New floor in bathroom (TCA 4)

Floor tiles Concrete screed 30-60mm; underfloor heating Steel trapezodial plate Steel framing C-profil 150mm, c/c 400,insulation Akustikprofile 25mm c/c maks. 400mm Fibergypsum

Suspended ceilings

Vertical and horizontal ceiling profiles Fibergypsum

New basement external wall - yard side

Concrete wall 330mm Post Insulation 125mm (lambda 0.021W/mK) Renering 10mm

New external wall (facade), U-value 0.14

Fybergypsum Insulation 95mm (lambda 0.037W/mK); C profiles 95mm, c/c 600mm OSB 11mm Insulation 245mm (lambda 0.037W/mK): Steel frame construction; C profiles 245mm, c/c 600mm Vingypsum Ventilated cavity Cladding - Rockpanel FS-xtra (basalt based board with fire class A2-s1,d0)

Existing external wall renovation - yard side Cleaned existing brick wall Post Insulation 125mm (lambda 0.021W/mK) Renering 10mm

New internal double wall between apartments Fibergypsum -12.5mm Insulation,steel profile framing - 95mm Air cavity -35mm Insulation,steel profile framing - 95mm Fibergypsum - 12.5mm

New internal wall for bathrooms

Wooden (joister) floor renovated

Fibergypsum - 12.5mm Insulation, steel profile framing - 95mm; Fibergypsum - 15mm (water resistant) Paint or wall tiles finish internal layer

Existing floor boards Existing joisters Akustikprofile 25mm c/c maks. 400mm Fibergypsum

Wooden (joister) floor renovated above basement

TCA4 or TCA3 floor (look previous description) and: RIP insulation 75mm (lambda 0.022W/mK) Accoustic profile Fibergypsum 2 layers

ENTRANCE 3.TV

Cleaned existing brick wall surface Painted with silicate paint ( KEIM "ECOsil" or similar)

Existing basement external wall renovation - yard side

Elevator shaft

Lightweight concrete prefabricated wall - 150mm

Postinsulation of internal wall, near elevator shaft Fibergypsum -12.5mm Insulation, steel profile framing - 95mm Fibergypsum - 12.5mm Air cavity

Postinsulation of internal wall, near existing staircase Fibergypsum - 12.5mm Insulation, steel profile framing - 45mm Air cavity

2850 2145

2600

TCA3 floor (look previous description) and: RIP insulation 75mm (lambda 0.022W/mK) Rendering

PRODUCED BY AN AUTODESK STUDENT PRODUCT

11.078

1000

Post - insulation underneath floor (above airlock /outdoor) U-value 0.15 2600

3150

Tiles floor finish Concrete screed 120mm Polystyrene 400mm

New floor partition above basement (unheated area) U-value 0.15

2852

13328

New concrete floor, in laundry U-value 0.15

Existing floor boards Existing joisters RIP insulation 100mm (lambda 0.022W/mK) between joisters Accoustic profile 25mm c/c maks. 400mm Fibergypsum 2 layers 267

06 4th Floor

Cast in concrete for covering existing gaps

Staircase renovation

900

Existing wooden stairs, landings Gypsum 2 layers Prefabricated terazzo staircase, landing

VII

Technical room in attic for ventilation agregate 252

10178

KITCHEN 2.TV

8.928

Fibergypsum -15mm (water resistant); Insulation, steel profile framing - 100mm; Fibergypsum - 15mm (water resistant) Fire class - EI60 A2-s1,d0 (BS60)

267

05 3rd Floor

New staircase

BATHROOM 2.TV

ENTRANCE 2.TV

Post - insulation elevator shaft in attic

2145

2850

2852

2600

1000 2600

7.928

900

3150

PIR insulation - 100mm

H5_N12

2852

2145

1000

2600

V ENTRANCE 0.TV

2852

2145

1000

2600

3150

1.628

BATHROOM 0.TV

2600

KITCHEN 0.TV

2.628

2850

252

3878

267

03 1st Floor

ENTRANCE 1.TV

900

3150

4.778

BATHROOM 1.TV

2600

KITCHEN 1.TV

5.778

2850

252

7028

267

04 2nd Floor

H5_N06

ENTRANCE from basement

H5_N05

01 Basement

00 Foundation

-1610

1060

-2100

Elevator shaft -3160

418 ENTRANCE (from airlock)

TECHNICAL ROOM

BASEMENT

100

LAUNDRY

H5_N03

Space under staircase

H5_N01

490

919

1610

-0.691

1277

III

866

Main entrance, terrain

MAIN ENTRANCE

0.175

1940

728

02 Groundfloor

2145

900

---

Elevator shaft (foundation)

J.M. MĂ¸rks Gade 9, Aarhus C RENOVATION

PHASE:

ARCHITECT: AA+ architecture group , Halmstadgade 2, Aarhus N

AUTHOR: Anna Rancane

SUBJECT:

Section A-A

SCALE:

DRAW.No:

H3_N01_C

DATE:

Scheme design

1 : 50 03/14/13

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician 2

ELEVATOR SHAFT

14560

DP Roof area 50m2

III

960

A 3595

200

2170

220

3935

UPM

3775

-2.910

10130

360

1939 10550

-2.910

200

New foundation (DIP method) 600

Elevator shaft B-B 1 : 50

200

1670

200

Note: Elevator shaft bottom level is -2910mm. Elevator floor consist of 100mm cast-in concrete and capilary breaking level. Existing foundation is strengthened with new foundation (cast in concrete), used DIP method

B C

1410

360

1010

2550

Existing basement wall Existing foundation

New foundation (DIP method)

200 220

200

Elevator shaft A-A 1 : 50

DIP

220

-3160

1100

Elevator shaft

PRODUCED BY AN AUTODESK STUDENT PRODUCT

200

Basement

Existing foundation

Elevator shaft

3760

00 Foundation

Elevator shaft

-2.190

2630

4494

-3.160

-2100

DIP

1090

01 Basement -1610

H1_N01_C

200

Elevator shaft

Existing basement wall

Elevator shaft B-B

-2.100

804

A 230

1300

220

1350

3760 1350

230

1300

Main entrance, terrain

250

DP Roof area 50m2

250

1220

220

3250

-2.100

1300

200

3090

0 80

DR -1.852

200 0

230

2040

5 WC 5 SH 10 SK

-2100

EXISTING AND NEW FOUNDATION CONNECTION

H1_N01_C

DR -1.810 5 WC 5 SH 10 SK

1545

200

1080

3555 20

790

‰

Area 20m2

-1.813

2960

3120

Existing foundation New foundation: cast in concrete 790mm; 230mm; 200mm DIP method / Underpining - process for strengthening the foundation of an existing building

III

Existing basement wall, foundation 01 Basement

00 Foundation

-1610

180

New basement wall, new foundation 720

230

1080

H5_N29 - Detail - New and existing foundation con. 1 : 50

790

Main entrance, terrain

-2100

8450

Roof area 50m2

4700

2330

DIP / UPM

790

20 ‰

Roof area 8m2

FD Linear drain

G Well ø1000mm

3 WM 2 DR

2125

‰ 20

2247

-2.100

390

2545

Roof area 8m2

2778

1899

DP Roof area 50m2

4020

-2.100

1755

1080

02 Groundfloor

728

1161

815

3095

2120

1920

20 ‰

1720

1 SK

5535

3040

-1.967

3656

200 3955

2480

Note: New and existing foundation is separated with 50mm polysterene and with 230mm polysteren near new and existing basement walls

2560

Note: Inspection chamber (IC) inside the building provides access to sewer and rainwater pipe connection. Sewer and rainwater pipes allowed to combine in renovation case in Aarhus Municipality. In the future it is possible split these comunication.

Rain water Waste water Sand trap Perimeter drain DP

Downpipe

Floor drain

Drain

Inspection chamber

Toilet

Shower

Sink

x. 000

J.M. Mørks Gade 9, Aarhus C RENOVATION

PHASE:

ARCHITECT: AA+ architecture group , Halmstadgade 2, Aarhus N

AUTHOR: Anna Rancane

SUBJECT:

Foundation plan

SCALE:

DRAW.No:

H1_N01_C

DATE:

Scheme design

1 : 50 03/12/13

Level measurments in mm

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

N 1

3805

2395

670

WALL TYPES WL

3355

14500 268

779

4775

2380

Brick walls: 250mm; 130mm ( closing old door openings)

Brick wall - 130mm (closing old door openings): Plaster - 10mm; Bricks - 110mm; Plaster - 10mm

Internal lighweight concrete wall 150mm

Internal lighweight concrete wall 130mm

External concrete wall 330mm with post-insulation 125mm, rendering 10mm

External concrete wall 190mm with post-insulation 125mm, rendering 10mm

Rendering 10mm ( base coat, glass fibre mesh, primer layer, top coat)

3740

130

6020

1300

250

1660

720

Existing walls

4280

360

779

1239

200

3930

250

ST ST

130

0.000

4195

1150

2520

0-13

Elevator 2.14 m²

2770

4643

B-02

Bycicle room 19.49 m²

16 ST

Natural ventilation inlet Mechanical ventilation vent

Mechanical ventilation with moisture control

9840

250

750

1202

Radiators

13 B-03

Staircase 20.27 m²

130

2630

130

1300

B-05

Washing machine

Dryer

Sink

Floor drain

Storage room, separated with steel mesh

x. 000

3276

130

1790

3977

Activity room 14.53 m²

130

Technical room/ depot 4.48 m²

1800

B-01

950

2554 SK

3739

1674

Storage room 40.36 m²

130

1010 3740

B-04

13 912 x 2145

Level measurments in mm Entrance

4190

2050

1480

1500

13 912 x 2145

130

250

914

-1.610

10320

688

250

1000

PRODUCED BY AN AUTODESK STUDENT PRODUCT

Space under staircase - not used

3950

Ventilated area underneath staircase

-1.625

1632

122

1:40

741 736

1960

120

13 912 x 2145

3432

330 130 165

1632

B-06

Airlock FD

2808

1936

2100

1387

WINDOW TYPES

1681

118 130

130 12

720

1949

200 120

190

7 912x2016. EI2 30-C

608

2173

480

7 912x2016. EI2 30-C

3763

948

Laundry 7.21 m²

DOOR TYPES

Single light window on street facade; width 779mm, height 575mm; sill height 1430mm

Three light type window; width 1632mm, height 700mm; sill height 1184mm

Two light modern type window ; width 2400mm, height 866mm; sill height 1184mm

New steel doors: width 912mm, height 2016mm (fire demands EI2-60C A2-s1, d0) New steel doors: width 912mm, height 2016mm (fire demands EI2-30C) New steel doors: width 912mm, height 2016mm

2550

Section C-C

3755

250

Section B-B

H3_N02_C

3418

1500

1050

330

-1.713 1700

H3_N03_C

-1.625

130

218

1003

1230

1500

6 912x2016 EI2 60-C A2-s1,d0

130

2400 4352

Section A-A

H3_N01_C

902

2745

0.000

J.M. Mørks Gade 9, Aarhus C RENOVATION

PHASE:

ARCHITECT: AA+ architecture group , Halmstadgade 2, Aarhus N

AUTHOR: Anna Rancane

SUBJECT:

Basement plan

SCALE:

DRAW.No:

H1_N02_C

DATE:

Scheme design

1 : 50 03/12/13

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

N 1

WALL TYPES

Existing brick walls

3805

2395

670

3355

Main entrance

1812

972

155

70 1645

888

3640

200

0-08

Staircase to basement 9.4 m² 7

1030

0-07

2210

4758

914

1475

1350

1300

130

240

445

740 H5_N28

1470

1548

2450

600

2395

2400

Section B-B

H3_N02_C

Sink

Shower

Dish washer

848

900 W

2755

Section A-A

H3_N01_C

Level measurments in mm

WINDOW TYPES

400

8090

Toilet

Fire compartment ,section border line

x. 000

948

1632

5 948 x 2118

100

H5_N27

Downpipe

Refrigerator

256

DW 380

1920

Kitchen 15.96 m²

D DP

1030

270

3070

600 135

3270

480 608

Entrance

460

845

Post-insulation (internal brick wall) - 70mm: Fibergypsum - 12.5mm; Insulation, steel profile framing - 45mm; Air cavity -12.5mm

Radiators

3290

400

900

Post-insulation (internal wall) - 125mm: Fibergypsum - 12.5mm; Insulation, steel profile framing - 100mm; Air cavity

0-04

Kitchen 17.91 m²

3665

120 535

135

5 948 x 2118

1785

0 16

0-05

Plasterboard steel framing wall - 120mm: Fibergypsum -12.5mm; Insulation, steel profile framing - 95mm; Fibergypsum - 12.5mm

3655

735

655

0-03

Bedroom 13.34 m²

4910

1530

10 914 x 2140

H5_N26

1632

Plasterboard steel framing (double) wall - 230mm: Fibergypsum -12.5mm; Insulation, steel profile framing - 100mm; Air cavity - 20mm; Insulation, steel profile framing - 100mm Fibergypsum - 12.5mm

Service shafts, dimensions: 735 x 640 mm 1217 x 640 mm 535 x 535 mm (only for ventilation outlets)

3740

1378

0-09

Bathroom 3.15 m² 400

Plasterboard steel framing (double) wall - 250mm: Fibergypsum -12.5mm; Insulation,steel profile framing - 100mm; Air cavity -25mm; Insulation,steel profile framing - 100mm; Fibergypsum - 12.5mm;

2125

9830

250 D

2 792 x 2140

120 535

190

120

498

1300

817

3447

2440

5390

3739

0-10

Bathroom 3.16 m²

1665

Section C-C

1949

10 914 x 2140

Bedroom 14.57 m²

Lightweight concrete wall - 150mm

2884

430

12 912 x 2145

4 912x2016. EI2 30-C 32 dB

0.TV

1300

0-06

0-11

Hallway 3.97 m²

2413

120

250 130

0.TH

3040

2 792 x 2140 WL

4 912x2016. EI2 30-C 32 dB

796

H3_N03_C D

914

268

120 535

1300 Staircase 10.08 m²

3085

10 12

0-01

267

Brick wall - 130mm (closing old door openings): Plaster - 10mm; Bricks - 110mm; Plaster - 10mm

1300

1840

Brick wall - 190mm (closing old door openings): Plaster - 10mm; Bricks - 180mm

0.728

1738

2425 250

10310

688

2 792 x 2140

Elevator 2.14 m²

800 8

Brick wall - 250mm (closing old door openings): Plaster - 10mm; Bricks - 230mm; Plaster - 10mm

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1000

0-00

535 120

0-02

Living room 15.75 m²

1100

240

3870

170 70

1000

0.000

Post-insulation (old facade) - 135mm: Rigid insulation -125mm ("Kingspan-Kooltherm K5"-Lambda value 0.021 W/mK); Plaster/rendering - 10mm

0.000

1014

Living room 19.51 m²

0 16

1433

4070

480

1812

836

8 1032x2000

800

3645

4195

889

1420

840

600

1967

1300

600

1812

Facade (new extension) - 445mm: Rockpanel -9mm; Ventilated cavity, fixation profiles - 60mm; Vindgips 12.5mm; Insulation, C profiles - 245mm, OSB -11mm; Insulation, studs - 95mm; Fibergypsum 12.5mm

14510 1249

9 W

DOOR TYPES

Three light "Dannebrog" type window; width 1812mm, height 1762mm; sill height 840mm

Three light "Dannebrog" type window; width 1632mm, height 1680mm; sill height 812mm

Two light "Dannebrog" type window; width 1212mm, height 1750mm; sill height 840mm

Two light modern type window ; width 2400mm, height 1000mm; sill height 900mm

Two light modern type window ; width 1548mm, height 1840mm; sill height 900mm

10 D

Existing wooden doors: width 792mm, height 2140mm New wooden/ steel doors: width 912mm, height 2145mm, fire demands EI2-30C; sound demands 32dB New balcony wooden/aluminium/glass doors: width 948mm, height 2118mm Existing main entrance doors: width 1032mm, height 2000mm New bathroom sliding glass doors: width 912mm, height 2140mm, New wooden doors: width 912mm, height 2145mm,

J.M. Mørks Gade 9, Aarhus C RENOVATION

PHASE:

ARCHITECT: AA+ architecture group , Halmstadgade 2, Aarhus N

AUTHOR: Anna Rancane

SUBJECT:

Ground floor plan

SCALE:

DRAW.No:

H1_N03_C

DATE:

Scheme design

1 : 50 03/12/13

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

07 Attic floor

16368

IX 7556

B 3040

B C

778

900

463

4833

VIII

B C

3150

D E 496

05 3rd Floor

VII

3150

1954

2102

10178

8078

04 2nd Floor

03 1st Floor

3150

7028

Steel frame at Attic floor 1 : 50

Steel frame plan on Ground - 4th floor 1 : 50

IV III

01 Basement

00 Foundation

728

-1610 -2100

Steel frame - section 1 : 50 HEB 160 columns HEB 160 beams

J.M. Mørks Gade 9, Aarhus C

IPE 220 beams UPE 160 beams

RENOVATION

PHASE:

C profiles 200 , c/c 300mm

ARCHITECT: AA+ architecture group , Halmstadgade 2, Aarhus N

AUTHOR: Anna Rancane

SUBJECT:

Steel frame

SCALE:

DRAW.No:

H4_N02_C

DATE:

C profiles 150, c/c 300mm

Scheme design

1 : 50 03/18/13

C profiles 200, c/c 900mm

3D View steel construction

PRODUCED BY AN AUTODESK STUDENT PRODUCT

02 Groundfloor

Main entrance, terrain

503

3150

3878

PRODUCED BY AN AUTODESK STUDENT PRODUCT

13328

5540

06 4th Floor

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

283 12

158

13 30

fter New ra

INDOOR (HEATED)

COLD ROOF SPACE (VENTILATED)

Roof construction: - Roof tiles (classic danish clay roof tiles) - Impragnated battens 25 x 45mm, ventilated cavity 50mm - Impragnated distance lists 32 x 50mm - Roofing felt (diffusion tight underlay "Icopal FastSafe" or similar, danish "DUKO" class H) - Sub-roof from profiled wood boards 25 x 110mm - Raffter 50 x150mm fixed to existing raffters

Roof tiles tie

g rafter Existin

aprox dist. 30

Note: The vapor barrier shall be constructed of durable and diffusion-tight material with Z-value of at least 50 GPa s m2/kg.

50 x 150 mm straightening trusses bolted to the existing building. rafters with 10 mm bolts

PRODUCED BY AN AUTODESK STUDENT PRODUCT

All measurments should be taken on site in renovation case (existing constructions can be diverse size)

Vindgyps Glasroc GHUE 13 Hydro Ergo 12.5mm

Insulation 50mm, studs 50x50mm c/c 600mm Insulation 150mm, between side posts 100x150mm

25 x 125 mm boards bolted on both sides of the rafters Damp proof membrane (Polyethylene 0.25mm; vapour resistance 526GPa*m2*s/kg) mi n 25 . mm .

Impregnated distance list

Insulation 50mm, studs 50x50mm c/c 600mm

16mm impragnated plywood at least 300mm length mounted on the batten ( for limiting fire spreading through roof overhang) Roofing felt rised above evaes flashing Ventilated bird net

mi n 30 .

300

Fibergypssum

Insect net 40 - 50 mm.

Damproof membrane sealant

Eaves flashing

4th floor 13.328 New zink gutter (0,8mm)

Wooden floor boards

Existing joister

15-20 mm.

Existing brick facade with postinsulation: - Masanory brick wall 348mm - Insulation 125mm; lambda 0.021 W/mK ("Kingspan") - Rendering 10mm

ARCHITECT

Existing plasterd ceilings

Fibergypsum (water resistant)

Existing rafter beam

AA+ architecture group , Halmstadgade 2, Aarhus N PROJECT

Insulation between joisters

J.M. MĂ¸rks Gade 9, Aarhus C

Existing beam

PHASE

Scheme Design

Drawn by Anna Rancane Controler Checker Date 04/28/13 Scale 1:5

SUBJECT

Fibergypssum (suspended ceilings) 348

125

Detail - Pitched roof connection to 4th floor partition (renovation) C:\Users\Anna\Documents\Central file_14022013_OUTLINE4.rvt

H5_N20

JMM_K01_C07_01_H5_N20

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

Sealant Existing brick facade with postinsulation: - Masanory brick wall 600mm - Insulation 125mm; lambda 0.021 W/mK ("Kingspan") - Rendering 10mm ( base coat, glass fibre mesh, primer layer, top coat)

600

Timber battens (fastened to brick wall demolished side)

Adhesive /glue anchors (steel bolt with treaded rod) Angle bracket

125

C profile 95mm

New lightweight facade: U-value 0.14; Fire class BS 30: - Fybergypsum 15mm - Insulation 95mm (Rockwool 位 37) ; horizontally paced C profiles 95mm, c/c 600mm - OSB 11mm - Insulation 245mm (Rockwool 位 37); vertically placed C profiles 245mm, c/c 600mm - Vindgyps Glasroc GHUE 13 Hydro Ergo 12.5mm - Ventilated cavity 60mm; with fixing profiles - Rockpanel FS-Xtra 9mm (basalt based board with fire class A2-s1, d0)

HEB 160 column (corrosion class C2, paint treatment), with 30mm fire insulation "Conlit" from 3 sides Ventilated cavity 10-15mm

C profile 245mm OSB 11mm DMP (Polyethylene 0.25mm; vapour resistance 526GPa*m2*s/kg) Plywood 22mm Fibergypsum 15mm

Ventilated cavity 60mm with fixing profiles according producerRockpanel information (horizontally placed aluminium fixing profiles, c/c 600mm and vertically placed fixing clips)

INSIDE

OUTSIDE

Balcony door profile ARCHITECT

AA+ architecture group , Halmstadgade 2, Aarhus N

445

PROJECT

J.M. M酶rks Gade 9, Aarhus C PHASE

Scheme Design

Drawn by Anna Rancane Controler Anna Rancane Date 04/17/13 Scale 1:5

SUBJECT

Steel tower - column connection to existing facade C:\Users\Anna\Documents\Central file_14022013_OUTLINE4.rvt

H5_N26

JMM_K01_C07_01_H5_N26

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

445

INSIDE

Fibergypsum 15mm C profile 245mm, c/c 600mm OSB 11mm DMP (Polyethylene 0.25mm; vapour resistance 526GPa*m2*s/kg) Plywood 22mm HEB 160 column (corrosion class C3, paint treatment), with 30mm fire insulation "Conlit" from 4 sides

Sealant

Ventilated cavity 60mm with fixing profiles according producerRockpanel information (horizontally placed aluminium fixing profiles, c/c 600mm and vertically placed fixing clips)

OUTSIDE

ARCHITECT

AA+ architecture group , Halmstadgade 2, Aarhus N PROJECT

J.M. M酶rks Gade 9, Aarhus C PHASE

Scheme Design

Drawn by Anna Rancane Controler Checker Date 04/17/13 Scale 1:5

SUBJECT

Detail - Steel tower - column at corner C:\Users\Anna\Documents\Central file_14022013_OUTLINE4.rvt

H5_N27

Approver

annacalite@gmail.com +45 50 35 57 68 PRODUCED BY AN AUTODESK STUDENT PRODUCT

Anna Rancane architectural technician

RESIDENTAL BUILDING LISBGERG DWELINGS From sketch until final proposal

REGISTRATION PHASE

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

Section A-A

H3_N01

1110

1800

320

1800

1008

912

880

1800

320

1800

1008

912

880

1800

320

1800

1008

912

610

R 510

2000

1340

1700

1300

4520 1660

2000

120

1920

2400

2335

3970

2000

3630 6085

1320

C Green roof Not Enclosed

App. nr 401 3004

120

1400

5101

R 1566

Ventilation agregate

2740

1500

1939

1114 4150

10095

9245

23490 2400

2400

520

2400

4020

2400

520

2400

2335

3970

A 23

Ventilation agregate

1500

455

3000

Bathroom 8.83 m²

10500

810

946

2400

Staircase roof 43m²

1150

710

3510

2400

1400 Ventilation agregate

843

Elevator

2800

Ventilation agregate

3000

3469

1785

1920

Green roof 104.37 m²

2000

R 984

2085

2400

1215

2400

8854

1210

1500

20490 1855

4320

1436

Service channel 1.33 m²

870

Garbage shaft

2800

220

1654

R 984

912

3931

1500

1608

1150

2940

1436

6540

180

2800

1020

1680

Terrace 34.73 m²

3124

895

6540

R 984

H1_N09

Kitchen & Living room 59.77 m²

1300

3040

3630

510

10480

600

App. nr 402 180

1500

10095

2800

1000

1566

Section B-B

H3_N02

6160

5250

Staircase 31.87 m²

1765

3000

4955

Kitchen & Living room 37.16 m²

App. nr 403

180

13605

1110

Service channel 1.26 m²

Kitchen & Living room 37.16 m²

Bedroom 20.98 m²

9480

App. nr 404

6540

2895

2000

4300

10905

2308

220

Bathroom 7.07 m²

Service channel 1.26 m²

Kitchen & Living room 37.16 m²

1800

R PRODUCED BY AN AUTODESK STUDENT PRODUCT

912

93 912

Bathroom 7.07 m²

Service channel 1.26 m²

912

2315

3200

3508

2315

4000

10500

220

2800

3060

912

1800

3508

Bathroom 7.07 m² WM

H3_N03

912 100 912 100

3508

1100

Bedroom 14.48 m²

510

Bedroom 14.48 m²

1460

Bedroom 14.48 m²

3000

Section C-C

1340

10395

8250 510 1855

2400

1920

2400

Roof: H5_N05

H5_N01 H5_N03

71096

226

App. nr 407 Livingroom

H5_N10

VII

834

App. nr 302 Bathroom

App. nr 302 Livingroom

App. nr 301 Bedroom

App. nr 301 Livingroom

App. nr 208 Livingroom

06 4th floor 77668

74.682

DS 1000 300

App. nr 303 Livingroom

2125

App. nr 303 Bathroom

2600

App. nr 304 Livingroom

App. nr 207 Livingroom

App. nr 206 Livingroom

App. nr 205 Bathroom

App. nr 205 Livingroom

App. nr 204 Bathroom

2600

3191

H5_N26 App. nr 204 Livingroom

App. nr 303 Bedroom

App. nr 202 Bedroom

05 3rd floor

5946

71096

68123

App. nr 108 Livingroom

App. nr 106 Livingroom

App. nr 105 Bathroom

App. nr 105 Livingroom

App. nr 104 Bathroom

945

2600

2878

App. nr 107 Livingroom

App. nr 104 Livingroom

App. nr 103 Bedroom

1200

App. nr 109 Livingroom

2600

DS 1000 03 1 Floor

2878

1800

App. nr 102 Bedroom

App. nr 101 Bedroom

2973

App. nr 004 Livingroom

App. nr 003 Bathroom

App. nr 003 Livingroom

App. nr 002 Bathroom

2600

2877

2600

2878

App. nr 005 Livingroom

App. nr 002 Livingroom

03 1 Floor 68123

H5_N30

Office

H5_N32

DS 1000

III

0 700

III

App. nr 006 Livingroom

700

65150

2600

App. nr 007 Livingroom

2145

H5_N36

DS 1000

1300

912

02 Groundfloor, terrain

DS 1000 H5_N29

02 Groundfloor, terrain 65150

Basement / Storage

3300

Tech. Room 002

3988

Basement / Storage

3300

Tech. Room 003

2145

DS 1000

3300

912

Tech. Room 001

Roof terrace: U-value 0,12 Terrace deck 22mm (Composit) Wood studs 45x150mm c/c 600mm Roffing felt 8mm (2layers) Insulation 300mm Vapour control layer Hollow core 220mm

2335

Story partition: 4th/3rd floor Wooden floor Plywood 22mm Battens 45x434mm c/c 600 Hollow core 220mm 4th/3rd floor (Bathroom) Tiles Screed 90mm Rigid insulation 460mm Hollow core 220mm

Curtain wall: U-value 0,87 Steel frame Edge sealant Inner glass 15mm Spacer 14mm   Outer glass pane 34mm

   

Basement wall: U-value 0,12/0,28 Concrete 250mm Waterproofing Polystyrene 250/50mm

00 Foundation 60150

II H5_N31

01 Basement

Columns & Beams:

61150

00 Foundation 60150

Beams: Prefabricated 235x300mm with reinforcement Columns: Prefabricated 235x235mm with reinforcement

2nd/1st floor (Bathroom) H1_N09 Tiles Screed 90mm Rigid insulation 50mm Hollow core 220mm

H3_N03

Groundfloor (Dwellings) U-value 0,12 Wooden floor Plywood 22mm Battens 45x120mm c/c 600 Hollow core 220mm Mineral wool 300mm Troldtekt board

Internal wall: Prefab concrete: Concrete 180mm

Groundfloor (Bathroom) U-value 0,12 Tiles Screed 90mm Rigid insulation 50mm Hollow core 220mm Mineral wool 300mm Troldtekt board

Light weight: Gypsum plasterboard 2x13mm Steel construction 75mm c/c 600 /with insulation Gypsum platerboard 2x13mm

DS 1000

Foundation Office: U-value 0,12 Concrete 180mm (In situ) Polystyrene 250mm Motar 12mm

Groundfloor (Office) U-value 0,10 Tiles Concrete slab 150mm Insulation 300mm Capillary breaking layer 200mm

Basement: U-value 0,28 Concrete 180mm (In situ) Polystyrene 50/250mm

PRODUCED BY AN AUTODESK STUDENT PRODUCT

61150

2nd/1st floor Wooden floor Plywood 22mm Battens 45x120mm c/c 600 Hollow core 220mm

 

H5_N33

01 Basement

Prefab concrete: U-value 0,15 Concrete 180mm Insulation 250mm Concrete 80mm

Penthouse: U-value 0,10   Planting Plant substrate 60mm   Linear drainage system 33mm Roffing felt 8mm (2layers) Rigid insulation 30-60mm SkanDek pre-fabricated roof element "SD302" Rockwool insulation 60mm, battens Gypsum board 2x13mm

04 2nd Floor

2400

1920

External wall Light weight: U-value 0,09 Gypsum 2x13mm Wood 45x45mm c/c 600mm with insulation Wood 70x400mm c/c 600mm with insulation Wind board 9,5mm Ventilated cavity 25mm Zinc cladding 5mm

 

74382

DS 1000

App. nr 201 Bedroom

3rd & 4th floor: U-value 0,11 Planting - Sedum Plant substrate 60mm Linear drainage system 33mm Aluminium panel (Kalzip 65/333) Rigid insulation 310mm Vapour control layer Hollow core 220mm

DS 1000

9232

App. nr 209 Livingroom

07 Roof 80488

3586

3191

App. nr 307 Livingroom

2600

App. nr 308 Livingroom

81568

77.968

App. nr 401 Livingroom

2600

App. nr 309 Livingroom

08 Roof pitch

78.494

300

3366

H5_N09

12518

DS 1000 04 2nd Floor

App. nr 408 Livingroom

2600

74382

1300 2600

App. nr 409 Livingroom

DS 1000 05 3rd floor

IX VIII

226

VII

Ventilation agregate

3191

77668

Ventilation agregate

Staircase: U-value 0,12 Roffing felt 8mm (2layers) Rigid insulation 30-60mm SkanDek pre-fabricated roof element "SD302" Rockwool insulation 60mm, battens Acoustic board 35mm (Troldtek)

H5_N08 81.034

Ventilation agregate

15338

DS 1000 06 4th floor

H5_N06

614

16418

1246

81.034

1246

IX VIII

2600

80488

2600

81568

07 Roof

1246

08 Roof pitch

81.734

81.568

2400

Basement (Storage): U-value 0,13 Concrete slab 150mm (In situ) Polystyrene 300mm Capillary breaking layer 200mm

Windows/Sliding doors U-value 0,87 Steel frame Edge sealant Inner glass 15mm Spacer 14mm Outer glass pane 34mm

Basement (Underground parking): U-value 0,43 Concrete slab 200mm (In situ) Capillary breaking layer 200mm

Doors U-value 0,60

annacalite@gmail.com +45 50 35 57 68  

     

 





 

H3_N03

1855

2400

1920

2400

1920

2400

2335

2322

1918

1514

F 1184

2000

647 16

1184

16 704 16

1184

704 16

1184

1127

5395

1184

9630

4000

207

977

357

1100

3150

3630

1350

08 Roof pitch 1 : 100 2322 32

31 2400

2400

1920

2400

1920

1918

1514

2400

2335

10 2322

455 16

1184

16 704 16

1184

704 16

1184

520

2400

1184 16 504 16 1184

2400

2335

D 1184

647

1184

704

1127

1184

G Fr

1184

G Fr

1184

1127

9630

E Fr

10630

1100

2935

207

977

357

째 90

9630

1350

9630

590 16 744 1100

594

9630

3150

9630

977 16 357

6595

207

1184 16 504 16 1184

1514 2400

1127

447

16 2400

5380

1184

2400

1100

520

3150

2400

5380

1184

1918

2400

1100

647 16

2400

3150

9630

1855

9630

827

째 90

06 4th floor 1 : 100 2322

1855

2400

2327

1993

2400

1920

1918

1514

2400

2335

2322

1918

1514

1184

16 704 16

1184

704 16

1184

1127

455

2407

2393

2553

499

2498

2497

2073

925

1995

2400

2335

647

1184

1650416

1184

G Fr

1184

1650416

1184

G Fr

1184

9630

1855

704

1127

H1_N18

2400

1920

2400

1920

2400

2335

1100

10630

647 16

1184

16 704 16

1184

704 16

1184

1127

D 6595

744 1100

594 590 16

5375

3150

3630

1184

6595

977 16 357

1184

1127

4000

E Fr

207

1184

E 44716

C 207

977 16 357

1350

3150

10630

207

Element location and amount on Ground, 1st, 2nd floor is the same as on 3rd floor

2322

1918

1514

977

357

째 90

1100

2935

1100

05 3rd floor 1 : 100

2935

10630

1100

2935

9630

1350

10630

2000

1184

F 25 622 16

6595

827

째 90

Hollow core element types 1 : 50

PROJECT: Lisbjerg Parken

DATE: 12/31/12

SUBJECT: Roof element plan-hollow core DRAWN BY: ERA Construction, Anna

SCALE: As indicated PHASE:

DD2

H1_N18

CLASS: CAAR-4semA12

annacalite@gmail.com +45 50 35 57 68

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

PRODUCED BY AN AUTODESK STUDENT PRODUCT

Anna Rancane

Anna Rancane architectural technician

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician Bathroom A1 type, B-B section

H4_N02

120

Bathroom A1 type, A-A section

100

2290

H4_N02

135 °

2109

900

895

2 91

1580

455

700

400

1585

555

700

Shower

DS 1000

3200

200

DS 1000

H4_N02 650 850

Wall-hung toilet

700

200

100

02 Groundfloor, terrain 65150

750

870

Access to service shaft

Service channel 1.49 m²

3004

Bathroom A1 type, A-A section 1 : 20

120

150

Shower drain

C 3004

III

2109

812

Bathroom A1 plan 1 : 20

Bathroom A1 type, B-B section 1 : 20

 According Danish Building and Urban Research (BYogBYG) Direction 200 bathroom design reach normal impact class (N) BUILDING MATERIALS Walls: 1) Concrete wall 180mm, plaster, waterproof color/ tiles at wet zones 2) Lightweight construction - 2 layers of gypsum, 70mm insulation, 1 layer of gypsum, 1layer of waterproof gypsum, plaster, waterproof color / tiles at wet zone

812 396

150

Floor construction - Hollow core slab 220mm, Polysterene, Screed, Floor finish - 300x300mm tiles

EQUIPMENT Washing machine - "hot water fill" washing machine AEG L98699FL, Energy Class A+++ Dryer - AEG T96699IH, Energy Class A Toilet - Ifö Sign wall-hang Standard 6875 Sink - Ifö Sign wash basin Standard 7352 Mixers - Hans Gröhe Focus E2, single lever shower mixer; Hans Gröhe Focus 240, single lever basin mixer Drain - Unidrain ClassicLine: Liniesystem rist Column

Ceilings (suspended) - 2 layers of waterproof gypsum, plaster, waterproof color

695

812 695

TECHNICAL INSTALATIONS:

150

77 396

Shower drain 1 : 10

13 Ø 75

149

All pypes is insulated PEX pipe system. Sink pipes mounted in the wall, connected 650 mm above the finished floor Shower pipes mounted in the wall, connected 1050 of the inished Toilet is placed 250 mm above the finished floor Hot water Cold water Drainage Wet zone - covered with tiles or plaster with waterproof membrane underneath Underfloor heating

 

Ventilation (extraction) of airflow 15l/s mounted in suspended ceilings

 

Electricity - LED lights placement according Electricity plan

PRODUCED BY AN AUTODESK STUDENT PRODUCT

210

100

400

200

1500

420

Access to service shaft

700

1504

2656

745

Flush button

PRODUCED BY AN AUTODESK STUDENT PRODUCT

1616

900

2600

Shower

DS 1000 1%

PRODUCED BY AN AUTODESK STUDENT PRODUCT

Access to service shaft

300

DR Bathroom 7.52 m²

 

    



H4_N02

 

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT H4_N04

architectural technician

Bedroom 12.21m2

07 Roof

VEX140

VIII

Electricity, I-net

0 15

1989

ø 2600

Bathroom 7.52m2 WM

Service shaft located in the middle of appartment, as result placement of shaft provide optimal (short) distance for all pipes to shaft.

71096

Service shaft walls consist of 2 layers gypsum, insulation 70mm, 2 layers gypsum; meet fire demands of EI 60, cladding A2-s1, d0; provide sound insulation of R'w - 52 dB

68123

1100

DS 1000 03 1 Floor

65150

III

1100

DS 1000 02 Groundfloor, terrain

Service shaft plan on 4th floor 1 : 20 A-

Sewer pipe Ø110mm, but indicated Ø150 mm are the measures by the joints with couplings or sleeves - preffered "GEBERIT" silent system or similar, with ventilation above the roof

B-

Ventilation pipe (extract) Ø315mm, incl.insulation 25mm, equipped with silencers, smoke and fire dampers; pipes penetrate service shaft walls at ceiling level to appartment kitchen and bathroom

C-

Ventilation pipe (inlet) Ø315mm, incl.insulation 25mm, equipped with silencers, smoke and fire dampers; pipes penetrate service shaft walls at suspended floor level to appartment rooms

D-

Water circulation pipe (PEX pipe) Ø100 mm, incl.insulation 25mm

E-

Hot water pipe (PEX pipe) Ø100 mm, incl.insulation 25mm

F-

Cold water pipe (PEX pipe) Ø100 mm, incl.insulation 25mm

G-

Heat forward (PEX pipe with oxygen membrane) Ø125 mm, incl.insulation 25mm

H-

Heat backward (PEX pipe with oxygen membrane) Ø125 mm, incl.insulation 25mm

3300

Tech.Room Nr.003

Direction of possibility to get pipes in/out from shaft

1100

DS 1000 01 Basement 61150

00 Foundation 60150

Placement of duct silencers Placement of manifolds

I Service shaft section 1 : 100

 

 

 

 

 





PRODUCED BY AN AUTODESK STUDENT PRODUCT

Service shaft floor/ceiling consist of concrete hollow core boards 220mm; meet fire resistance of REI 120

2600

04 2nd Floor

All pipes penetrates shaft wall at (suspened)floor level, except ventilation extracting pipe.

1100

DS 1000

2600

Service shaft leads main pipes through 5 floors ( for 5 appartments) and basement.

2600

74382

1100

DS 1000 05 3rd floor

2600

Service shaft location in appartment 1 : 200

VII

77668

1100

06 4th floor

5 31

300

DS 1000 Kitchen & Living room DW 42.77m2

Access to service shaft

PRODUCED BY AN AUTODESK STUDENT PRODUCT

80488

400 Ventilation agregate

600

Bedroom 12.21 m2

750

81568

Access to service shaft

300

08 Roof pitch

H4_N04

 

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

STEEL ROOF - SkanDek prefabricated roof elements "SD-302" Roof Type 2

LOCATION IN BUILDING

CONSTRUCTION 1

LOAD BEARING STRUCTURE

1. Roffing felt 2layers, 8mm 2. Rigid insulation 30-60mm 3. Steel trapezoidal profile sheet 4. Insulation 300mm 5. Damp proof membrane 6.Rockwool insulation 60mm, battens 7.Acoustic board 35mm (Troldtek) 8.SkanDek Steel rafter "SD302" U-value 0,12 Fire resistance Broof (t2) Sound analysis R’w ≥ 55 dB

ROOF TYPE 2 1 : 10

H5_N05 Detail - Steel deck roof connection with loadbearing wall

H5_N11 Detail - Steel deck roof edge with overhang

24 IX

5°

81568

08 Roof pitch 81568

08 Roof pitch

H1_N25

150

195

500

668

150

18 30

381

147

06 4th floor

77668

480

100

VII

Copy of H5_N11 1:5

07 Roof 80488

VIII

07 Roof 80488

180

250

PROJECT: Lisbjerg Parken

DATE: 01/18/13

SUBJECT: Steel pre-fabricated roof DRAWN BY: ERA Construction, Anna

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

SCALE: As indicated PHASE:

DD2

H1_N25

CLASS: CAAR-4sem12

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

PRODUCED BY AN AUTODESK STUDENT PRODUCT

architectural technician

H5_N34 A 510 400

5 25 9

93 30

Screed, underfloor heating Polystyrene

Plystyrene

363

Prefabricated concrete beam

Rigid insulation

Hollow core slab 220

74382

Prefbricated concrete wall Rigid insulation 80

250

180 510

 

 

      

 

PRODUCED BY AN AUTODESK STUDENT PRODUCT

05 3rd floor

Damp proof membrane Insulation 45mm Gypsum 13mm Gypsum (watertight) 13mm, plaster, paint Battens 45x45mm, C/C 600mm Tiles Rubber joint Waterproof membrane

Zink cladding Battens 25x12mm (ventilted cavity) Windboard 9mm Fixing screws Battens 45x45mm Studs 45x400mm VI Zink flashing

PRODUCED BY AN AUTODESK STUDENT PRODUCT

Penthouse bathroom

H5_N34



annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

PREFABRICATED MODULAR BUILDING SOLAR DECATHLON 2014 COMPETITION

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

AR-021.

LEGEND:

External wall with tiles cladding 175mm Hemp insulation and ventilated facade anchors 30mm Air chamber 5mm Porcelarosa group tiles

WA 1

4000

VIVANIA Internal loadbearing wall 2x15mm Gypsumboard 100mm Hemp insulation 0.43mm DPM 90mm Hemp insulation, steel profile 10mm Oriente strand board

WA 2

8360 WA 447

3514

453

0.028l/s Ø78mm

532

126 82

750

884

Foldable bed

1095

Kitchen shaft wall 15mm Gypsumboard 100mm Steel profile, hemp insulation 15mm Gypsumboard

WA 6

Bed room 19.77 m²

3539

3980

212

848

400

85 4194

Balcony 7.71 m²

0° .0 85

Exit

3553

438

3968

0° .0

4000

Fire demands Load bearing external wall Required: REI 30 A2-s1,d0 Actual: REI 30 A2-s1,d0 Internal partition wall non load bearing Required: EI 30 Actual: EI 30 Roof Required: REI 30 Actual: REI 30 Doors Required: EI 30 (BD door 30 M) Actual: EI 30 (BD door 30 M)

Bathroom floor tiles Refrigerator 1/s

Mechanical extraction

R DW FD SF WM WT

Rescue opening Dish washer Floor drain Service shaft Washing machine Water tank

AUTHOR : Anna Rancane

SPONSORSHIP :

External wall in garden 175mm Recycled pallets with hemp insulation inside

WA 8

Ground floor plan

U-value External wall systtem ( inner leaf and outer leaf) reach - 0.105W/m2K

1893

2005

399

Living room 18.36 m²

872

3286

Garden area 25.7m2

2000

7 0°

Bathroom wall 15mm Gypsumboard (watertight) 100mm Steel profile, hemp insulation 15mm Gypsumboard (watertight) 10mm Tiles

WA 7

3000

.0 90

1014

4380

4165

7695

1902

7037

1396

18 80

Entrance to appartment

SUBJECT :

2424

495

DELIVERABLE : #4

Furniture wall 50mm Plywood, wood frame

WA 5

3000

450

8169

Exhibition wall 10mm Oriente strand board 90mm Hemp insulation 10mm Gypsum (Pladur) 175mm Interior finish - attached recycled Euro palets

WA 4

5793

1023

912

3505

2000

130

263

Kitchen 10.01 m²

0° .0

95 WA

18 80

Entrance

2617

100

1563

1561

0°

0° .0 95

50 0

1600

.0 90

Bathroom 5.51 m²

1218

0.028l/s Ø78mm

2188

170

147

External wall with "Krion" cladding 175mm Hemp insulation and ventilated facade anchors 10mm Profiles for cladding 10mm Krion wall finish

WA 3

650

448

ø1

831

2719

2181 393

2365

217

924

266

www.equipe.via.uji.es

Window 1273mm x 2488mm, U-Value 0.75W/m2K Glass doors 1088mm x 2488mm, U-Value 0.96W/m2K Glass doors 1088mm x 2488mm, U-Value 0.96W/m2K Window 588mm x 1998mm, U-Value 0.88W/m2K Window 2188mm x 588mm, U-Value 0.97W/m2K Glass doors 1088mm x 2088mm; 388mm x 2088mm, U-Value 0.89W/m2K Window 743mm x 2358mm, U-Value 1.34W/m2K Glass doors 1068mm x 1978mm; 1068mm x 378mm, U-Value 1.39W/m2K DATE : 02/21/14 Curtain wall 50mm 115mm rectangular mullion

SCALE : 1 : 75

AR-021.

annacalite@gmail.com +45 50 35 57 68

Anna Rancane

INT-303

architectural technician N

www.equipe.via.uji.es

2719

4000

Bar chair

SUBJECT :

Foldable bed and wardrobe

Foldable bed

1095

2424

2257

Service shaft

500

Kitchen 10.01 m²

DELIVERABLE : #5

1600

Foldable wall

3505

Service shaft

912 1153

100

Dinning table

Bathroom 5.51 m²

Entrance

900

2400

1 4

Bed room 19.77 m² 3980

6 10 11 12

Living room 18.36 m²

447

1008

1641

3539

2994

2546

9 7

Dimensions: length - 570mm; width - 540mm; height - 1080mm Color: green - fabric; black - fittings Model: "Rib" www.hojermobler.dk

Furnishing proposal#3

Dimensions: length - 2200mm; width - 1500mm; height - 450mm Color: oak wood Model: "Base+Match" www.smrtseng.dk

Bean chair

Dimensions: length - 960mm; width - 700mm; height - 800mm Color: green and dark brown - fabric Model: "Retro" www.hojermobler.dk

Commode/ TV shelf

Dimensions: length - 1800mm; width - 400mm; height - 800mm Color: not defined Custom made (DIY)

AUTHOR : Anna Rancane

Coffe table Dimensions: diamter - 1200mm; height - 600mm Color: not defined Custom made (DIY)

Sofa element #1

SPONSORSHIP :

Dimensions: triangle - 515mm x 515mm x 345mm; height - 395mm Color: dark grey - fabric Model: "Manhatten" www.hojermobler.dk

Sofa element #2

Dimensions: length - 935mm; width - 890mm; height - 700mm Color: dark grey - seat; lime green - back Model: "Manhatten" www.hojermobler.dk

Sofa element #3

Dimensions: length - 935mm; width - 890mm; height - 395mm Color: dark grey - seat Model: "Manhatten" www.hojermobler.dk

Sofa element #4

Dimensions: length - 935mm; width - 890mm; height - 1000mm Color: dark grey - seat; light grey - back Model: "Manhatten" www.hojermobler.dk

Exit

1906

Garden / Green house

1396

1008

Dimensions: length - 2400mm; width - 900mm; height - 1050mm Color: white Model: "Gap" www.hojermobler.dk

Balcony 7.6 m²

Visualization of Sofa set

DATE : 05/02/14 SCALE : 1 : 75

INT-303

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

GE-305a

URBAN CONCEPT - MASTER PLAN Harbour area,Horsens city, Denmark 55.858403, 9.865330

www.equipe.via.uji.es

EXISTING BUILT UP AREA Building occupancy classifications refer to categorizing structures based on their usage

DELIVERABLE : #5 SUBJECT : Urban concept master plan

PROPOSAL OF DEMOLISHED AND CHANGED AREA

AUTHOR : Anna Rancane

SPONSORSHIP :

PROPOSAL OF NEW MASTER PLAN

DATE : 04/30/14 SCALE :

GE-305a

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

GE-303a

URBAN CONCEPT -SHADOW ANALYSIS

www.equipe.via.uji.es

Harbour area,Horsens city, Denmark 55.858403, 9.865330

21.March

21.June

21.September

21.December DELIVERABLE : #4 SUBJECT :

09:00

Urban concept shadow analysis

AUTHOR : Anna Rancane, Olga Sion

12:00

SPONSORSHIP :

15:00

18:00

DATE : 03/28/14 SCALE :

GE-303a

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

GE-302a

URBAN CONCEPT - WIND ANALYSIS Harbour area,Horsens city, Denmark 55.858403, 9.865330 SPRING

www.equipe.via.uji.es

SUMMER

DELIVERABLE : #4 SUBJECT : Urban concept - wind analysis

AUTHOR : Anna Rancane, Olga Sion

SPONSORSHIP :

AUTUMN

WINTER

DATE : 03/28/14 SCALE :

GE-302a

annacalite@gmail.com +45 50 35 57 68

Anna Rancane architectural technician

annacalite@gmail.com +45 50 35 57 68

H3_N06

Section FF

1408

1080 25 912x2145

108

H3_N05

DD2

57 912x2113

912

58 912x2145

annacalite@gmail.com +45 50 35 57 68 Section EE

0.18

1560

0.19

space)

EI 2 30-C 26 912x2113

27 912x2175

0.44

Bathroom 8.29 m²

0.37

3992

49 910x2100

EI 2 30-C 48 912x2113

EI 2 30-C 52 912x2113

EI 2 30-C 55 912x2113

EI 2 30-C 56 912x2113

Waredrobe 4.03 m²

Bathroom 8.13 m²

0.41

53 910x2100

0.43

Toilet 2.4 m²

51 910x2100

54 910x2100

Toilet 2.51 m²

0.42

Kitchen 24.92 m²

0.20

HVAC

3960

e Kitchen storag 9.4 m²

5940

en posal area (op Garbage dis 17.53 m²

7260

H4_N04

660

1267

0.16

Storage 28.97 m²

0.15

depot Gardener's 8.77 m²

4152

4968

5000

2112 168

1488 912 3828

3916 912

6980

3132

Section BB

6588

2940

EI 2 30-C 28 1828x2113

2088

2940

468

0.40

1325

31 912x2145

0.39

0.36

0.35

1788

612

3972

0.31

Office 18.82 m²

0.32

Depot 8.11 m²

1980

5000

408

EI 2 30-C 42 1800x2200

1932

H4_N05

EI 2 30-C 43 912x2175

EI 2 30-C 44 912x2113

4380

EI 2 30-C 45 912x2113

0.34

Hallway 3.15 m²

EI 2 30-C 47 912x2113

pot Cleaning de 9.56 m²

0.33

EI 2 30-C 46 912x2113

py room Archive/ Co 7.47 m²

Toilet 2.42 m²

0.38

Toilet handic. 4.07 m²

m Staff bathroo 4.39 m²

shower

Toilet 2.53 m²

50 910x2100

2088

2448

1632

2102

Elevator 4.55 m²

0.30

0.29

612

6980

7842

0.22

4720

EI 2 30-C 40 1800x2200

EI 2 30-C 34 912x2175

32 2180x3140

9780

408

19272

2448

1632

20088

EI 2 30-C 35 912x2175

2580

Entrance 8.07 m²

1572

2388

33 2180x3140

3900

7032

Small hall 66.02 m²

H4_N09

EI 2 30-C 30 1828x2113

2340

UP 68

1250

Atrium 231.59 m²

0.21

H5_N34

EI 2 30-C 29 1828x2113

1572

2388

1572

0.28

2340

1932

EI 2 30-C 38 1800x2200

6132

612

2228

168

39 912x2175

0.26

Office 16.46 m²

4812

0.25

Office 17.43 m²

0.24

Office 20.47 m²

0.23

Office 21.08 m²

m Meeting roo 19.69 m²

EI 2 30-C 37 912x2175

EI 2 30-C 36 912x2175

7332

7908

nc Main entra

H5_N40

5432

Big hall 275.66 m²

0.17

2388

1128

5440

12612

2052

31 1812x2113

1812

6720

5440

2620

1:100

0.27

Balcony 10.92 m²

1:100

4300

168

4800

4620

1128

H4_N01-D

4860

9605

5028 912

7668 4308

612

10968 2220 51479 13616

2340 612 2808

912

4675

408 23220

3370

4368

2 1368 61

612

2208

H3_N02

8040

1572

4680 3012 1700 4512

612

1308

1788 912

408 708 1572 912 528

2640

912

3132

4620 6408

3132 408

15648

D FLOOR

612 720

3768

912 612 408

4188

2948

4860 14832 4772

1572 2448

2388 1632

2388 4500

1632 2388 360

2448 5703

1572 360

H5_N36

1680

3588

1368 2048 3480

468 1212

4068

408 912

2292

2185

14424

408

Anna Rancane

6708

1060 588 1632 720

2112

1368 9290

8680

2112

1608 2112

1548 900 2050

architectural technician

408

1428

3012 168 3312 168 3552 168

228 1212 612 3228

228 1212 612 1668

228 1212 612 1308 1212 448

2300

2520 2360 1120 1755

6995