Renovation_Demolition and Concrete by Alina Barun

Excavation process:

The wall is divided into sections of max. 1 m. The first two underpinnings should take place approx. 1 m from the corners of the building, as these are shoring the building

The work is executed section by section, each time with the biggest distance from the last finished part

The external perimeter is underpinned first

Only the section with the same number can be excavated on the same day

Different numbers must have atleast 24 hours between them

Excavation must be done in the full width of the existing foundation

Existing bottomside of the foundation must be cleaned from the soil and other dirt

-The pit must be kept dry

Casting

Casting must take place as quickly as possible after the digging and upon a plane and dry stratum as well as against an external form work

Casting must be finalized approx. 50 mm below the bottom of the existing foundation

Sequence

The external perimeter is underpinned first

After underpinning external foundation, ground slab will be demolished

During the demolishion of the ground slab, temporary shoring of internal walls starts

Tamping

50 mm gap must be filled atleast 24 hours after casting Gap must be cleaned and prepared according to the work specification

No airgaps can be left between existing foundation and underpinned foundation

5 5 6 6 4 4 2 2 B B D D C C 3 3 1 1 7 7 E E A A 8 8 1000 1 1026 1000 1000 1000 1000 1000 1000 1000 10001000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1060 1000 1026 1000 1000 1000 1000 1000 1000 1000 1000 6 1 3 2 5 4 613 3 2 5 4 6254 1 3 2 5 4 66 132546 13251 1 1026 1000 1000 1000 1000 1000 1000 1000 10001000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1060 1000 1026 1000 1000 1000 1000 1000 1000 1000 1000 6 1 3 2 5 4 613 3 2 5 4 6254 1 3 2 5 4 66 132546 13251 1000 1000 1000 900 916 900 900 900 748 1000 1000 1000 1000 900 916 900 900 900 748 1000 1000 3525 1 2 Project North North 1 2 4 6 352 4 6 5 355 1 21 2 4 6 352 4 6 5 153 1 61 3 152 4 6 2 2 6 4 2 6 153 1 61 3 152 4 6 2 2 6 4 2 6 153 1 61 3 152 4 6 2 2 6 3 1 6 156 5 61 3 142 4 6 2 2 6 3 1 2 1 2 3 2 5 1 5 6153 1 61 3 152 4 6 2 2 6 4 2 6 153 1 61 3 152 4 6 2 2 6 4 2 6 1 2 3 2 5 1 5 6 14 2 6 3 1 14 2 6 3 1 792 850 1000 1000 1000 900 1000 1000 792 850 900 1000 1000 900 1000 1000 1100 840 860 1000 1000 1095 840 860 1000 1000 1095 840 860 1000 1000 1100 840 860 1000 1000 1100 840 860 1000 1000 1100 840 860 1000 1000 1100 840 860 1000 1000 1095 840 860 1000 1000 950 840 860 1000 1000 950 840 860 1000 1000 950 840 860 1000 1000 950 840 860 1000 1000 1461156914611569 1431 Earthmoist concrete mortar must be filled in with adequate tool

Excavation will be made by demolition and concrete workers. Most of the job will be done by hand work. The concrete supplier provides all the necessary tools like shovel, hammer, jackhammer, wheelbarrow, trowel

Bring ideas to life

VIA University College

PROJECT: SUBJECT: DRAWN BY:

Sustainable refurbishment to energy renovation class 1 Foundation excavation plan

Alina Barun

VIA Built Environment & Engineering

DATE:

SCALE: CLASS:

06/18/19

1 : 100

K01_H1_E0_N01 AH51P 19F Campus Horsens K01_H1_E0_N01

240 2155 240

240

240 2200 240

6461 240 2155 240 7830 240

240 2200 240

Process

First of all, all the furniture will be removed and placed to the appropriate waste container. Next all the finishes will be removed. Materials need to be taken carefully and sorted in to the appropriate waste container.

If lower ceillings are found anywhere, these need to be taken out as well. Again all the waste needs to be sorted properly.

Old pipes and instalation will be removed too and lately replaced with the new ones by plumber In our case we are demolishion all the internal non loadbearing walls, destroying old floor slab and walls left from old chimneys.

Elevator shaft will be demolished too. For further information check K09_H6_EX_N15

All the waste will be placed to the appropriate container refer to the Building site plan K02_H1_E0_N30

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

All the above equipment needs to be provided by the demolition contractor.

PROJECT:

Demolished floor finishes with the slab

Elevator shaft demolition

Existing brick wall

Demolished interior non loadbearing walls

Demolished part of loadbearing wall for door

North North

refurbishment to

renovation

5 5 6 6 4 4 2 2 B B D D C C 3 3 1 1 7 7 E E A A 480 16926 240 17986 480 36112 480 demolishion

7830

7476 480 36112 3978 348 3978 480 3978 348 3978 480 3978 348 3978 6461

7830

7476 8 8

Project

VIA Built Environment & Engineering

SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 100 Sustainable

energy

class 1 Basement

plan Alina Barun 13/06/19 K01_H1_E1_N02 AH51P 19F Campus Horsens K01_H1_E1_N02

8236

6896

2200

Storage

6461

240 2200

Storage

Corridor

9290 9296

2200

2155

Storage

2200

Storage

2200

Storage

6461

240 2155

2200

5 5 6 6 4 4 2 2 B B D D C C 3 3 1 1 7 7 E E A A 6416

240 1935 130 1936 130 1935 130 1634 240 1935 130 1936 130 1935 130 1634 240

240 7476

240

240 4980 130 2720 240 2760 130 1560 130 3250 240

240 7476

240

240 7830 240 7830 240

240 7476 480 36112

240 7830 240 7830 240

240 7476 36112 480 348 3978 480

480 3978 348 3978 480 3978 4326 937 130 2911 298

9290

298 298 8236 9290 298 298 8236 9290 9290 9296 198 4632 4632 306 198 4632 4632 306 3978 348 3978 480 4.36 m² Storage 2 5.63 m² Storage 3 4.76 m² Storage 4 5.63 m² Storage 5 5.64 m² Storage 6 5.63 m² Storage 7 5.37 m²

12 5.45 m²

13 5.09 m²

14 5.17 m²

15 6.09 m²

17 5.6 m²

16 28.49 m²

18 18.23 m² Airlock 22 24.73 m²

20 18.28 m² Laundry room 19 19.71 m²

23 7.86 m² Corridor 24 ø1500 6.4 m² Storage 1 3.61 m² Storage 8 5.27 m² Technical room 18 80 348 937 3978 348 937 130 2911 1945 130 348 902 115 1873 130 348 902 3978 130 348 1051 1882 348 1051 2927 8 8 1975 Internal non load bearing wall Plaster Fermacell gypsum fibreboard 15 mm Knauf steel frame Mineral wool ISOVER 100 mm Fermacell gypsum fibreboard 15 mm Plaster Fire EI 60 12.37 m²

14 New brick wall New internal Fermacell wall Internal non loadbearing w alll 150 mm existing brick wall Fire - REI 60 Internal loadbearing w alll 240 mm existing brick wall Fire - EI 60 Existing brick wall New concrete slab Basement floor Concrete 100 mm Moisture and radon barrier EPS insulation 300 mm Pressed sand Demands requirements / actual U = 0.10 / 0.10 Internal non load bearing wall Plaster Fermacell gypsum fibreboard 15 mm Knauf steel frame Mineral wool ISOVER 100 mm Fermacell gypsum fibreboard 15 mm Plaster Staircase wall 240 mm existing brick wall Fire REI 60 External basement wall Fibre cloth EPS drænplader insulation 225 mm DPM 2 layers of bitumen Existing wall 480 mm Plaster Demands requirements / actual U = 0.18 / 0.15 R 60 A2 s1 d0 / REI 120 A2 s1,d0 3978 Cross section K01_H3_E0_N13 14.11 m² Airlock 2.12 9 Storage 4.82 m2 9 Storage 5.92 m2 9 Storage 4.82 m2 Project North North VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 100 Sustainable refurbishment to energy renovation class 1 Basement renovation plan Alina Barun 13/06/19 K01_H1_E1_N03 AH51P 19F Campus Horsens K01_H1_E1_N03

Process

All the old furniture will be removed and placed to the appropriate waste container

Ceramic bathroom installations like toilets and sinks have to go to a separate container than stone rubble, they are sorted separately, together with the ceramic tiles from the bathroom. All furniture waste need to be placed to the special containers (see Bulding site plan K02_H1_E0_N30

-Floor finishes will be removed in all rooms, most of them have wooden finishes or tiles (bathroom and kitchen). If there are any insulation layers or battens they will be removed too. We are keeping only Baumadeck construction.

All the finishes will be removed. Materials need to be taken carefully and sorted in to the appropriate waste container.

New shaft openings will be demolished.

Elevator shaft will be demolished too. For further information check K09_H6_EX_N15

Old pipes and instalation will be removed too and lately replaced with the new ones.

Window demolishion is showed on sheets:

K01_H2_EX_N10, K01_H2_EX_N11, K01_H2_EX_N12,

All the waste will be placed to the appropriate container refer to the Building site plan K02_H1_E0_N30

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Existing brick wall

Demolished interior non loadbearing walls

Demolished parts of wall for door opening

Demolished shaft opening

PROJECT:

SUBJECT:

DRAWN BY:

Bring ideas to life

Sustainable refurbishment to energy renovation class 1

Groundfloor demolishion plan

Demolished external walls

Demolished interior loadbearing walls

Elevator shaft demolition

Demolished old openings

North North

Built Environment & Engineering

DATE:

SCALE:

5 5 6 6 4 4 2 2 B B D D C C 3 3 1 1 7 7 E E A A 8 8 Other equipment the contractor prefers to use

2012 108 4512 150 2180 150 5832 108 2000 240 2000 108 5812 150 2200 150 5522 108 2062 3702 108 482 516 108 2216 150 1200 150 2649 607 216 2000 108 2840 240 2840 108 2000 108 1100 108 1010 570 576 150 1200 150 2087 600 601 108 2060 108 2628 1836 1154 3490 674 588 1173 1836 2996645 1078 1037 1078 1534 600 1790 Project All the above equipment needs to be provided by the demolition contractor.

Alina Barun

CLASS:

13/06/19

VIA University College 1 : 100

AH51P

VIA

K01_H1_E2_N04

19F Campus Horsens K01_H1_E2_N04

5 5 6 6 4 4 2 2 B B D D C C 1 1 7 7 E E A A 1488 1992 1128 1992 1968 3312 1188 1992 648 972 1728 972 1608 1992 1548 972 1668 3312 708 1992 1128 972 1428 2568 1992 5208 3588 972 1368 1992 1848 1041 1992 1488 972 708 1992 1728 1992 3468 1992 648 1992 2088 972 2928 972 888 972 1788 972 1608 1992 1515 4162 130516108 3566 150 3256 108 5056 240 3288 130 1777 240 130 3413 348 6612 150 2200 150 240 7920 4248 240 4080 4164 240 4164 17704 240 9050 240 8822652 36708 654 4164 240 4164 654 652 17052 240 18112 652 36708 654 4080 240 4248 1139 738 700 4164 240 4164 804 700 4975 19621923 4438 1130 1338 6320 1050 1299 1338 1443 730 1379 1056 1021 1303 719 14.21 m² Bedroom 4.2 21.49 m² Living room + Kitchen 4.1 3.47 m² Corridor 4.0 3.87 m² Bathroom 3.49.63 m² Bedroom 3.3 26.2 m² Corridor 3.0 14.18 m² Bedroom 2.2 3.06 m² Corridor 2.0 44.06 m² Living room + kitchen 2.1 17.68 m² Bedroom 1.2 Redundant Room Corridor 1.0 1338 150 550 1992 1128 972 776 652 3.2 Bedroom 14 94 m 2 3.1 Living room + Kitchen 32.53 m2 3.5 Bedroom 9.34 m2 ø 1500 8 8 654 9876 9876 4.1 Bathroom 4.65 m2 New brick wall New internal Fermacell wall Existing brick wall Floor tiles Internal non-load bearing wall 130 mm Plaster Gypsum fibreboard 15 mm Steel frame Mineral wool 100 mm Fermacell gypsum fibreboard 15 mm Plaster Fire EI 60 Internal w alll 150 mm existing brick wall Fire REI 60 Internal loadbearing w alll 240 mm existing brick wall Fire EI 60 Staircase Marmoleum Acoustic 2 mm Corkment Linoleum 2 mm Foam underlayment 1 mm OSB board 18 mm Insulation 50 mm Existing staircase Wetroom floor Tiles 9x600x600mm Mortar Damp proof membrane Clima Comfort FLOW min. 17 mm to generate slope Heating lamella 2mm Prefabricated insulation board with holes for floor heating 25 mm PE foil Existing slab Baumadeck 150 mm Isover insulation 60mm Suspended ceiling gap 200 mm (including 25 mm steel keel) Overlay keel 25 mm Gypsum board 15 mm Glass fiber felt Paint Demands requirements actual REI 60 A2 s1,d0 / REI 60 A2 s1,d0 Rw ≥ 50 dB / ≥ 55 dB Apartment floor Wooden tiles 15 mm OSB board 10 mm Insulation 50 mm Existing slab Baumadeck 150 mm Glass fiber felt Paint Demands requirements / actual REI 60 A2 s1,d0 / REI 60 A2 s1,d0 Rw ≥ 50 dB / ≥ 55 dB External wall Brick 108 mm Rear ventilated level 18 mm STEICOflex 038 180 mm Existing brick wall 348 mm Plaster Demands requirements / actual U = 0.18 / 0.18 R 60 A2 s1 d0 / REI 120 A2-s1,d0 Rw ≥ 50 dB / ≥ 55 dB Steel beams Cross section K01_H3_E0_N13 Project North North VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 100 Sustainable refurbishment to energy renovation class 1 Groundfloor renovation plan Alina Barun 13/06/19 K01_H1_E2_N05 AH51P 19F Campus Horsens K01_H1_E2_N05

Process

All the old furniture will be removed and placed to the appropriate waste container

All the finishes will be removed. Materials need to be taken carefully and sorted in to the appropriate waste container.

New shaft openings will be demolished.

Elevator shaft will be demolished too. For further information check K09_H6_EX_N15

Old pipes and instalation will be removed too and lately replaced with the new ones.

Window demolishion is showed on sheets: K01_H2_EX_N10, K01_H2_EX_N11, K01_H2_EX_N12,

All the waste will be placed to the appropriate container refer to the Building site plan K02_H1_E0_N30

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

All the above equipment needs to be provided by the demolition contractor.

PROJECT: SUBJECT: DRAWN BY:

Existing brick wall

Demolished interior non loadbearing walls

Demolished parts of wall for door opening

Demolished shaft opening

Demolished interior load bearing walls

Demolished external walls

Elevator shaft demolition

Demolished old openings

Project North North

Bring ideas to life

VIA University College

Sustainable refurbishment to energy renovation class

1st and 2nd floor demolition plan

Alina Barun

VIA Built Environment & Engineering

DATE:

UP 5 5 6 6 4 4 2 2 B B D D C C 3 3 1 1 7 7 E E A A 8 8 Screwdriver, plier, crowbar, small hand grinding wheel

4161 108 707 2786 240 3376 510 51108 2000 108 2896 240 2896 108 2000 108 1100 108 954 578 1199 240 2630 108 0 658 468 108 2060 108 2682 6024 589 2200 170 2266 568 2978 108 2000 240 2000 108 5224 588 2480 1901 3641 108 2062 3048 108 1116 240 1658 1078 1428 1078 1738 1202 1809 1152 1788 1788 85 597 3482 999 588 1089 2990 Other equipment the contractor prefers to use

SCALE: CLASS:

05/13/19

1 : 100

K01_H1_EX_N06 AH51P 19F Campus Horsens K01_H1_EX_N06

Apartment

Staircase

Acoustic 2 mm

Corkment Linoleum 2 mm

Foam underlayment 1 mm

OSB board 18 mm

Rockwool TRINLYDSBATTS 50 mm

Existing staircase

Internal loadbearing walll

240

Fire

Internal

External

Brick

Existing brick

Existing

5 5 6 6 4 4 2 2 B B D D C C 1 1 7 7 E E A A 1488 1992 2148 972 6468 1992 648 1992 708 1992 588 1992 528 1992 5688 972 1128 1992 1428 2568 1992 1728 1992 942 5928 1992 1848 1008 1992 468 972 1728 1992 1728 1992 768 1992 708 1992 1668 972 2088 972 1908 1992 888 972 1788 1992 588 1992 1548 240 3246 108 5882 730 1858 1071 669 4818 2409876 36708 17704 240 8996 294 9474 17704 240 9290 9474 36708 9876 4818 240 4818 654 4164 240 4164 1384 1308 1472 240 1105 90 2824130 4975 240 3725 130 3361 704 1530 3512 240 3725 3288130 130 570 130 1077 240 594 2036 108600 1867 130 3357 1261 130 1901 1112 1323 1916 4164 240 4164 925 130 2929 4164 240 1105 2876 1288 2929 240 1105 129 150 4624 4199 1204150 2220 150 13.98 m² Bedroom 8.2 6.21 m² Bathroom 12.6 10.94 m² Room 12.7 21.42 m² Living room + Kitchen 8.1 2.68 m² Corridor 8.0 3.2 m² Corridor 7.0 9.63 m² Bedroom 7.4 3.87 m² Bathroom 7.5 15.51 m² Bedroom 7.3 15.51 m² Bedroom 7.2 22.69 m² Living room + Kitchen 6.1 14.15 m² Bedroom 6.2 5.25 m² Bathroom 6.3 13.49 m² Bedroom 5.3 2.19 m² Toillet 6.417.33 m² Bedroom 5.2 8.98 m² Bathroom 5.4 3.99 m² Corridor 5.0 26.42 m² Living room + Kitchen 5.1 16.35 m² Living room + Kitchen 7.1 ø1500ø1500 8 8 R 4164 654 Wetroom floor Tiles 9x600x600mm Mortar Damp proof membrane Clima Comfort FLOW min. 17 mm to generate slope Heating lamella 2mm Prefabricated insulation board with holes for floor heating 25 mm PE foil Existing slab Baumadeck 150 mm insulation 60mm Suspended ceiling gap 200 mm (including 25 mm steel keel) Overlay keel 25 mm Gypsum board 15 mm Glass fiber felt Paint Demands requirements / actual REI 60 A2 s1,d0 / REI 60 A2 s1,d0 Rw ≥ 50 dB / ≥ 55 dB

floor Wooden tiles 15 mm OSB board 10 mm Insulation 50 mm Existing slab Baumadeck 150 mm Glass fiber felt Paint Demands requirements / actual REI 60 A2 s1,d0 / REI 60 A2 s1,d0 Rw ≥ 50 dB / ≥ 55 dB

non load bearing wall Plaster gypsum fibreboard 15 mm steel frame Mineral wool 100 mm Fermacell gypsum fibreboard 15 mm Plaster

Marmoleum

mm existing brick wall

EI 60 Internal non-loadbearing walll 150 mm existing brick wall Fire REI 60 New brick wall New internal Fermacell wall

brick wall Floor tiles

wall

108 mm Rear ventilated level 18 mm STEICOflex 038 180 mm

wall 348 mm Plaster Demands requirements / actual U = 0.18 / 0.18 R 60 A2 s1 d0 / REI 120 A2-s1,d0 Rw ≥ 50 dB / ≥ 55 dB Steel beams Cross section K01_H3_E0_N13 Project North North VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 100 Sustainable refurbishment to energy renovation class 1 1st and 2nd floor renovation plan Alina Barun 05/06/19 K01_H1_EX_N07 AH51P 19F Campus Horsens K01_H1_EX_N07

Process

All the old furniture will be removed and placed to the appropriate waste container

Floor finishes will be removed in all rooms, most of them have wooden finishes or tiles (bathroom and kitchen). If there are any insulation layers or battens they will be removed too. We are keeping only Baumadeck construction.

All the finishes will be removed. Materials need to be taken carefully and sorted in to the appropriate waste container.

New shaft openings will be demolished.

Elevator shaft will be demolished too. For further information check K09_H6_EX_N15

Old pipes and instalation will be removed too and lately replaced with the new ones.

Window demolishion is showed on sheets: K01_H2_EX_N10, K01_H2_EX_N11, K01_H2_EX_N12,

All the waste will be placed to the appropriate container refer to the Building site plan

K02_H1_E0_N30

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

All the above equipment needs to be provided by the demolition contractor.

PROJECT:

SUBJECT: DRAWN BY:

Existing brick wall

Demolished interior non loadbearing walls

Demolished shaft opening

Demolished interior load bearing walls

Demolished external walls

Elevator shaft demolition

Bring ideas to life

VIA University College

Sustainable refurbishment to energy renovation class

Loft demolishion plan

Alina Barun

Project North North

VIA Built Environment & Engineering

DATE:

SCALE: CLASS:

05/06/19

5 5 6 6 4 4 2 2 B B D D C C 3 3 1 1 7 7 E E A A 8 8 Other equipment the contractor prefers to use

1 : 100

K01_H1_E5_N08 AH51P-19F Campus Horsens K01_H1_E5_N08

Top wetroom floor

Wooden tiles 15 mm

OSB board 22 mm

Wooden battens 50x50 mm cd. 500 mm

Concrete screed with floor heating 75 mm

Thermo floor insulation panel 60 mm

Existing slab Baumadeck 150 mm

Insulation 60mm

Suspended ceiling gap 200 mm (including 25 mm steel keel)

Overlay keel 25 mm

Gypsum board 15 mm

Glass fiber felt

Paint

Demands requirements / actual

REI 60 A2 s1,d0 / REI 60 A2-s1,d0

Rw ≥ 50 dB / ≥ 55 dB

Internal non-loadbearing walll

150 mm existing brick wall

Fire

REI

Staircase

Marmoleum Acoustic 2 mm

Corkment Linoleum 2 mm

Foam underlayment 1 mm

OSB board 18 mm

Insulation 50 mm

Existing staircase

Internal non load bearing wall Plaster

Gypsum fibreboard 15 mm steel frame

Mineral wool 100 mm

Fermacell gypsum fibreboard 15 mm Plaster

Apartment floor Wooden tiles 15 mm

OSB board 10 mm

Insulation 50 mm

Existing slab Baumadeck 150 mm Glass fiber felt Paint

Demands requirements / actual

REI 60 A2 s1,d0 / REI 60 A2-s1,d0

Rw ≥ 50 dB / ≥ 55 dB

External wall

Brick 108 mm

Rear ventilated level 18 mm

STEICOflex 038 180 mm

Existing brick wall 348 mm

Plaster

Demands requirements / actual U = 0.18 / 0.18

New brick

Existing brick

Fermacell

Internal loadbearing walll

240 mm existing brick wall

Fire - EI

5 5 6 6 4 4 2 2 B B D D C C 3 3 1 1 7 7 E E A A 8 8 ø1500 ø1500 33.89 m² Living room + Kitchen 13.1 8.81 m² Bedroom 13.2 2.57 m² Corridor 13.04133 13058584 3101 115 1893 1190 130513130 3264 100 5078 11 108 1100 108 1424 150 1201 130 0 1797 1999 130589 130249 2908 2128 3061 119 3911 130589 2274 150 4193 130 1089 3.13 m² Corridor 14.0 1500 800 199 3122 658 830 3000 4146 0 150 3000 2036 3000 1585 3000 1545 0 150 3770 0 658 8634 36708 36708 130 14816 658658 20446 13.75 m² Living room + Kitchen 16.1 9536 0 9197

R 60 A2 s1 d0 / REI 120 A2-s1,d0 Rw ≥ 50 dB / ≥ 55 dB

wall New internal

wall

wall Floor tiles 6443 4393 130 1794 127 1175 3189 2079 2687 130 3660 3864 130560130 1600 130 2216 130578130 2100 130 3118 1840 130 1220 130 1160 130 177 3157 130 1422 134 1604 2356 130 704 130 3157 177 6606 150 4444 171 9075 130 3911 130589150 4474 150 4193 130 1089 Steel beams 14.1 Living room + Kitchen 14.2 Bedroom14.3 Bathroom 15.2 Bedroom 15.1 Living room + Kitchen 15.2 Bathroom 16.2 Bathroom 10.95 m² Room 16.315.2 cloak room 4284 150 3104 141 13835 150 4324 150 5562 658 4896 Cross section K01_H3_E0_N13 VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 100 Sustainable refurbishment to energy renovation class 1 Loft renovation plan Alina Barun 05/06/19 K01_H1_E5_N09 AH51P 19F Campus Horsens K01_H1_E5_N09

PROCESS:

Windows

The indicated parts of the wall need to be demolished. Because we are not demolishing only the parts underneath the old windows (same width) we will need the shoring. To make smooth edges they will be cut with saw. All the bricks obtain during the process should be stored in the brick storage, for possible later reuse. If they are cracked they will be stored in the brick/rooftiles and clay deck waste container.

The closing { fill in of the openings will be done bz the bricklazer in a later phase

Roof

Because the roof construction is mostly in good condicion, we will remove just the roof tiles. After remooving the roof tiles roof need to be coverred temporarily against rain and other weather conditions. The covering will be porvided by the main contractor but placed by the demolishion contractor.Rafters and wooden battens that are possibly destroyed by will be replaced with the new ones. For the new roof will be used prefabricated roof panels with already instaled insulation.

Skylights will be demolished and latelz replaced with the new ones. Demolished tiles will be stored in the container assigned for brick, rooftiles and clay deck.

Other elements

Bricks are not going to be demolished, we are adding a new The gutters and downpipes have to be taken off too. All of them will be replaced with the new ones. They can be stored at scrap metalcontainer.

All the waste will be placed to the appropriate container refer to the Building site plan

K02_H1_E0_N30

IIIGroundfloor 18080 III IV03 1 Floor 20830 IV VII06 Roof 30750 VII IITerrain 17000 II 5 5 6 6 4 4 2 2 04 2 floor 23580 V V 05 Loft plan 26330 VI VI 3 3 1 1 7 7 8 8 Brick demolishion Brick fill in Old window openings New beam upper the window Roof demolition 1548 1992 10081992468199270897227481992768952174819926481992106819921908199288897217889961584 1548 1992 680 1992 1788 972 888 1992 1908 1992 1068 972 1668 1992 708 1992 768 1992 1728 1992 708 1992 468 1992 9161200 1515 1992 1608 972 768 1992 888 972 2928 1992 1068 1992 648 1992 3468 1992 1728 1992 708 972 1488 1992 1041 AIRLOCK AIRLOCK

VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 100 Sustainable refurbishment to energy renovation class 1 North facade demolishion + renovation Alina Barun 05/06/19 K01_H2_EX_N11 AH51P 19F Campus Horsens K01_H2_EX_N11

PROCESS:

Windows

The closing { fill in of the openings will be done bz the bricklazer in a later phase

Roof

Other elements

Bricks are not going to be demolished, we are adding a new

The gutters and downpipes have to be taken off too. All of them will be replaced with the new ones. They can be stored at scrap metalcontainer.

All the waste will be placed to the appropriate container refer to the Building site plan

K02_H1_E0_N30

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves and safety goggles for workers. Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

-Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use All the above equipment needs to be provided by the demolition contractor.

Bring ideas to life

VIA University College

PROJECT:

SUBJECT: DRAWN BY:

Sustainable refurbishment to energy renovation class

South facade demolition + renovation

Old window openings

8568 3312 15288 3312 5924 304 05/06/19

New beam upper the window

VIA Built Environment & Engineering

DATE:

SCALE:

CLASS:

1 : 100

III02 Groundfloor 18080 III IV03 1 Floor 20830 IV VII06 Roof 30750 VII IITerrain 17000 II 5 5 6 6 4 4 2 2 04 2 floor 23580 V V 05 Loft plan 26330 VI VI 3 3 1 1 7 7 8 8 Brick demolishion Brick fill in 1488 1992 14289721128199256881992154897258819927161984648972750819721128 1488 1992 2148 972 6468 1992 648 1992 708 1992 588 1992 528 1992 5688 972 1128 1992 1428 1468 1992 1148 1992 6468 1992 648 972 1728 952 1628 1992 1548 972 5688 1992 1128 972 1428 Alina Barun

Roof demolition

2200 220022002200

K01_H2_EX_N10 AH51P 19F Campus Horsens K01_H2_EX_N10

06 Roof 30750 VII

05 Loft plan 26330 VI

04 2 floor 23580

05 Loft plan 26330 VI

04 2 floor 23580 V

03 1 Floor 20830 IV

02 Groundfloor 18080 III

Terrain 17000 II

PROCESS:

Windows

A C

02 Groundfloor 18080 III

Terrain 17000 II

Roof

Other elements

site

Brick demolishion

Brick fill in

Roof demolition

Old window openings

New beam upper the window

B B D

C E

2568 1992 1368 1992 1956 5928 1992 1906 3606 972 1300 1992 2006 2200 2200 2200 2200 2200

All the waste will be placed to the appropriate container refer to the Building

plan K02_H1_E0_N30 02 Groundfloor 18080 III02 Groundfloor 18080 III 03 1 Floor 20830 IV03 1 Floor 20830 IV 06 Roof 30750 VII06 Roof 30750 VII Terrain 17000 IITerrain 17000 II 04 2 floor 23580 V 04 2 floor 23580 V 05 Loft plan 26330 VI 05 Loft plan 26330 VI B B D D C C E E A A 1596 1992 1728 1992 2568 22002200 22002200 2616 972 1728 1992 2568 VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 100 Sustainable refurbishment to energy renovation class 1 West + East facade demolition + renovation Alina Barun 05/06/19 K01_H2_EX_N12 AH51P 19F Campus Horsens K01_H2_EX_N12

02 Groundfloor 18080 III02 Groundfloor 18080 III 03 1 Floor 20830 IV03 1 Floor 20830 IV Terrain 17000 IITerrain 17000 II 01 Basement 15603 I01 Basement 15603 I 04 2 floor 23580 V 04 2 floor 23580 V External wall Brick 108 mm Rear ventilated level 18 mm Soft insulation 180 mm Existing brick wall 348 mm Plaster Demands requirements actual U = 0.18 0.18 R 60 A2 s1 d0 / REI 120 A2 s1,d0 Rw ≥ 50 dB / ≥ 55 dB Basement floor Concrete 100 mm Moisture and radon barrier EPS insulation 300 mm Pressed sand Demands requirements actual U = 0.10 0.10 External basement wall Fibre cloth EPS insulation 225 mm DPM 2 layers of bitumen Existing wall 480 mm Plaster Demands requirements actual U = 0.18 / 0.15 R 60 A2 s1 d0 REI 120 A2 s1,d0 Apartment floor Wooden tiles 15 mm OSB board 10 mm Insulation 50 mm Existing slab 150 mm Glass fiber felt Paint Demands requirements actual REI 60 A2 s1,d0 / REI 60 A2 s1,d0 Rw ≥ 50 dB / ≥ 55 dB Landing Linoleum 2 mm Cork 2 mm Foam underlayment 1 mm OSB board 18 mm Hard insulation 50 mm Existing slab 150 mm 4164 240 4164 225 2525 225 2525 225 2327 378 1500 18.15518.085 DS 1000 DS 1000 DS 1000 DS 1000 DS 1000 DS 1000 DS 1000 DS 1000 15.000 15.300 20.334 21.668 19.067 15.625 14.129 20.905 23.655 15.225 17.000 Steel beams 2x HEB 180 K09_H5_E0_N17 K09_H5_E1_N19 K09_H5_E4_N24 K09_H5_E1_N18 K09_H5_E0_N16 15.018 15.318 15.448 18.080 20.830 23.580 K09_H5_E0_N27 K09_H5_E0_N26 K09_H5_E0_N24 K09_H5_E2_N30 VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 50 Sustainable refurbishment to energy renovation class 1 Section Elevator Alina Barun 06/20/19 K01_H3_EX_N13 AH51P 19F Campus Horsens K01_H3_EX_N13

A 1300 250 140 45

B 2300 250 150 21

C 2300 250 160 7

D 3100 240 200 1

E 2700 240 180 2

F 2400 240 160 3

Material Reinforcement

Reinforcement

hight lenght

width

1. 2.

Steel

G 2250 240 140 4 Steel

H 1900 240 140 4 Steel

I 3500 180 200 2 Steel

A lintel is a beam placed across the openings like doors, windows etc. in buildings to support the load from the structure above. The width of lintel beam is equal to the width of wall, and the ends of it is built into the wall. Lintels are classified based on their material of construction.

1. First of all put on safety glasses and wear safety gloves before starting this job. Taking in consideration that during making a hole a lot of dust will appear. Preferably open the window and wear the dust mask. Start with removing all the finishes. Then take out the doors/windows, doorframes/windorframes and skirtings at the bottom of the wall (if there are any). Use a duct and cabledetector to detect cables, ducts and pipes, turn off all the electricity.

2. When you are ready to start demolition, draw the future opening first, with a pencil on the wall. Draw the place where the beam will be above the opening too. All this information can be found on the demolition plans.

3. Before starting the demolition make a few small holes in the wall. The holes are made right above where the beam has to be placed. Use a hammer and a chisel to create a first small opening. Try to take of bricks without damaging them to much. The size of the opening depends on the beams you use for the shoring.

4. Shores that are adjustable in height will support the beams that are placed through the holes that were made before. These beams can be made of wood or steel it depends on what system is used. Always use at least 2 shores / beams and preferably more for bigger openings. It is not recommended to place the shoring directly on the floor. It can be placed on wooden board or beam to divide the load. Make sure there is still enough of working space.

5. To remove part of the wall, the edges are cut with a circular saw or a manual saw first. It will help to have straight edge around the opening. After that the bricks are taken out carefully, starting at the top and cpntinuing to tehe bottom.

6. If the part of the wall is taken out, the beam can be placed. Make sure there is at least 150 mm at each side to support the beam.

7. After placing and chekcking the beam shoring can be taken away. Fill in the holes from shoring. Old bricks might be reused.

8. Demolishion workers job is ready. Further finishing will be done by other workers.

All the waste will be placed to the appropriate container refer to the Building site plan

K02_H1_E0_N30

Equipment needed:

Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

All the above equipment needs to be provided by the demolition contractor.

Type Lenght Width Hight needed Beams specification

Reinforcement Steel Steel Alina Barun

7. 8.

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PROJECT: SUBJECT: DRAWN BY:

Sustainable refurbishment to energy renovation class

VIA Built Environment & Engineering

DATE:

SCALE: CLASS:

06/06/19

As indicated

3. 4. 5. 6.

K09_H6_EX_N14 AH51P 19F Campus Horsens K09_H6_EX_N14

2. First of all construction is need to be shored. Shores are placed next to the edges of the opening under the construction that needs to stay. It is recommendet to place shores on a wooden plank or beam to spread the load. Shores support a beam on which the construction rests. Just after it part of the baumadeck can be removed.

3. First, the middle of the opening is made with a small jackhammer. All the necessary safety measures must be taken. The demolishion process starts on the top floor and then goes down staeting with the loft floor and going all way down till the basement level.

4. the edges of the part that has to be removed are cut with a concrete saw to create smooth edges. The debris is taken out and placed in the assigned storage space (see the site plan).

5.To start buidling the new elevator shaft, there need to be foundation that will be cast first. Old foundation will be extended, wall will be made out of concrete hight 1500 m under the basement slab plus 500 mm of foundation.

Steel piles will be instaled by steel workers to the concrete wall. For more information look into steel trade documentation.

6. After all the concrete will be cured and the steel tower will be instaled bricklayer comes to start building the shaft walls with bricks.

When bricks will be layed around 5 cm below the baumadeck by bricklayer, concrete contractor will come again.

The concrete contractor comes to cas a reinforcement beam beam that will end and carry baumadeck. Some reinforcement is placed also to old baumadeck to make a strong connection with the new reinforcement beam.

New beams are necessary for the wall of the elevator shaft parallel to the facade, since this ones carries the baumadeck.

All the waste will be placed to the appropriate container refer to the Building site plan

K02_H1_E0_N30

For more information about elevator shaft foundation check K09 _H5_E0_N24, K09_H5_E0_N25

Prefabricated concrete Concrete

walls

Equipment needed: Flat edge shovel Floor scraper Electric multitool Hammer and masonry chisel Broom Boxes or wheelbarrow for carting debris Screwdriver, plier, crowbar, small hand grinding wheel Other equipment the contractor prefers to use All the above equipment needs to be provided by the demolition contractor. 1. 2. 3. 4. 5. 6. 1. Existing construction VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 150 Sustainable refurbishment to energy renovation class 1 Elevator shaft demolishion Alina Barun 06/06/19 K09_H6_EX_N15 AH51P-19F Campus Horsens K09_H6_EX_N15

06 Roof 30750

05 Loft plan 26330

04 2

23580

03 1 Floor 20830

02 Groundfloor 18080 III

Terrain 17000 II

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

All the above equipment needs to be provided by the demolition contractor.

Roof 30750

30750

Loft plan 26330

05 Loft

Loft

04 2

23580

03 1 Floor 20830

02 Groundfloor 18080 III

Terrain 17000 II

02 Groundfloor 18080

Terrain 17000

IV 06 For exact specification check the plans made by steel contractor. During the balcony instalation cooperation between demolition contractor and steel contractor is very important!

IV For more information check plans from steel documentation. During demolition for balcony steel and concrete and demolition contractor need to in touch and cooperate.

02 Groundfloor 18080

Terrain

Demolishion willbe made by demolishion workers. Distance between two openings is 900 mm.

PROJECT: SUBJECT: DRAWN BY:

Bring ideas to life

University College

Sustainable refurbishment to energy renovation class

West + East facade demolition for balconies

Alina Barun

Opening

VIA Built Environment & Engineering

DATE:

SCALE:

06/13/19

VII

floor

VI 05

VI B B C C A A B1 B1 B1 B1B5 S1 4 07° 30.731 30.399 30.928 915 180 3650 1806400 180

III

IV 06 Roof

VII06 Roof 30750 VII

17000 II

2 floor

V 04

floor

plan 26330 VI 05

plan 26330 VI B B D D C C E E A A B1 B2 B3B4 4.07°30.402 30.740 30.928 24.674 21.924 19.174 915 165 3650 180 3665 1656400 180

CLASS:

VIA

100

K09_H2_EX_N16 AH51P 19F Campus Horsens K09_H2_EX_N16

for anchoring a balcony 340 x 180 mm

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

All the above equipment needs to be provided by the demolition contractor.

Demolishion willbe made by demolishion workers. Distance between two openings is 900 mm. For more information check plans from steel documentation. During demolition for balcony steel and concrete and demolition contractor need to in touch and cooperate.

For exact specification check the plans made by steel contractor.

Opening for anchoring a balcony

III02 Groundfloor 18080 III IV03 1 Floor 20830 IV VII06 Roof 30750 VII IITerrain 17000 II 5 5 6 6 4 4 2 2 04 2 floor 23580 V V 05 Loft plan 26330 VI VI 3 3 1 1 7 7 8 8 S1 S1 S1 S1 S1 S1 During the balcony instalation cooperation between demolition contractor and steel contractor is very important!

Bring ideas to life

VIA University College

PROJECT: SUBJECT:

DRAWN BY:

Sustainable refurbishment to energy renovation class 1 North facade demolition for balconies

VIA Built Environment & Engineering

DATE:

SCALE:

CLASS:

06/06/19

1 : 100

900 180 3650 180 2570 180 3650 180 915 180 5303 180 3650 180

Alina Barun

K09_H2_EX_N17 AH51P-19F Campus Horsens K09_H2_EX_N17

340

180

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves

and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

All the above equipment needs to be provided by the demolition contractor.

Demolishion willbe made by demolishion workers.

Distance between two openings is 900 mm.

For more information check plans from steel documentation. During demolition for balcony steel and concrete and demolition contractor need to in touch and cooperate.

For exact specification check the plans made by steel contractor.

Bring ideas to life

VIA University College

Opening for anchoring a balcony 340 x 180 mm

III02 Groundfloor 18080 III IV03 1 Floor 20830 IV VII06 Roof 30750 VII IITerrain 17000 II 5 5 6 6 4 4 2 2 04 2 floor 23580 V V 05 Loft plan 26330 VI VI 3 3 1 1 7 7 8 8 B1 B1 B1 B1 B2 B5 B2 B1 B1B4 B2 B5 B1B1 B2 B5 B4 B1 B4 B2 B4 B1B5 B3 B4B2 B2 R R R R R R R R R R R R R R R Level 17 During the balcony instalation cooperation between demolition contractor and steel contractor is very important!

VIA Built Environment & Engineering

PROJECT:

SUBJECT:

DRAWN BY:

Sustainable refurbishment to energy renovation class

South facade demolition for balconies

Alina Barun

DATE:

SCALE:

CLASS:

06/14/19

1 : 100

K09_H2_EX_N18 AH51P 19F Campus Horsens K09_H2_EX_N18

Anchoring new balcony construction:

1. First, we need to destroy all the finishes and leave just the baumadeck . Baumadeck is made of hollow concrete blocks whicch have insulation in the botton. For anchor new balconies we need partly demolish baumadeck and replaced it with new reinforcement concrete. Hollow concrete blocks will be removed while the old reinforcment will be left, possibly replaced with the new one if some of them will be destroyed.

2. Before that, the external holes must be demolished. Exact demolition sizes refer to K09_H2 _EX_N16, K09_H2_EX_N17, K09_H2_EX_N18

2. Install all the formworks and shuttering for repairing the slab and making the new part. Nail the assembly to the formwork in line with the project drawings. Demolishion will be made about 1 m away from the loadbearing wall. Width of the demolition is lenght of balcony plus 500 mm on each side.

4. Nail the assembly to the formwork in line with the project drawings. Position all necessary local and main reinforcement.

5. Put new concrete and allow to cure. When concrete is set remove the formwork. Steel workers will remove plastic plags from couplers and anchor the steel balcony construction with all the things needed.

5. After curing and baumadeck being ready next layer of concrete will be placed 50 mm. Later, insulation, OSB boards and woden tiles will be placed by carpenter workers.

Equipment needed:

Dust mask, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

All the waste will be placed to the appropriate container refer to the Building site plan

K02_H1_E0_N30

PROJECT: SUBJECT: DRAWN BY:

Bring ideas to life

Sustainable refurbishment to energy renovation class 1 Baumadeck demolition Alina Barun

VIA Built Environment & Engineering

University College 1 :

DATE:

SCALE: CLASS:

06/19/19

340 560 340 560 340 560 340 560 340 560 340970 1020 1582 1532 696 900 846 900 900 604 652340 506 340 560 340 560 340 340 560 340 356 340 1035 All the above equipment needs to be provided by the demolition contractor.

VIA

K09_H6_EX_N19 AH51P 19F Campus Horsens K09_H6_EX_N19

1. Excavation should be made by 45° excavation. Also mass concrete excavation should not be deeper than 3 meters. In case it is deeper it is needed to use different excavation type method.

Mass Concrete Underpinning Method (Pit Method)

space

2. First the ground will be excavated and the soil will be placed at places determined for it. Fore more information check the Building site plan K02_H1_E0_N32

The soil below the existing foundation is excavated in a controlled manner through stages or pins. When strata suitable is reached, the excavation is filled with concrete and kept for curing, before next excavation starts.

In order to transfer the load from old foundation to new one, a new pin is provided by means of placing dry sand cement pack. This is a low cost method suitable for the shallow foundation max 3 m.

For more information about basement foundation chech details : K09_H5_E0_N21

K09_H5_E0_N22

K09_H5_E0_N23

K09_H5_E0_N24

K09_H5_E0_N25

K09_H5_E0_N26

3. Install the formwork. It muss be placed few centemeters higher than the new basementt will be. Install all the reinforcement and fill in the formwork with the concrete. Let it cure.

° 45 ° 45 °725 Alina Barun

Mass Concrete underpinning technique

3.After the concrete will be cured it is important to clean and dry the bottom part of the old foundation. Next, fill in narrow gap between new and old foundation with expanded concrete

6. All the formwork will be removed, place will be cleand and excavated soil will be placed back

The technique involves the construction of a new foundation beneath a failing section of building by extending the existing footings down to a greater depth where stable soil of a suitable bearing capacity exists.

This is achieved by excavating individual bases in short lengths (usually not exceeding 1200mm) in a pre determined sequence.

Once each base is excavated to the appropriate depth, and before concreting, supervisory staff and building control inspect the excavation to check that the correct stratum has been reached and that the ground is free from soft spots, tree roots etc.

Once the excavation has been approved, shutters are set in position and the base is backfilled with concrete. The concrete is usually cast to leave a narrow gap between the top of the base and the underside of the footing.

When the concrete is cured dry pack is then used to fill this gap to help transfer loads from old to new Base construction is repeated sequentially until the whole length of wall where underpinning is required has been supported.

Bases will generally be linked together using ‘joggle joints to provide a key between adjacent bases. Reinforcement cages can be introduced using couplers to provide continuity between bases. Anti heave precautions consisting of polythene sheeting or low density polystyrene are usually installed when underpinning is constructed in shrinkable clay.

All the excavated soil will be stored in designated locations. Check Building site plan K02_H1_E0_N30

Equipment needed:

Dust mask, helmet, safety shoes, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool Hammer and masonry chisel

Broom Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

All the above equipment needs to be provided by the demolition contractor.

Bring ideas to life

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1m working 06/06/19

PROJECT: SUBJECT: DRAWN BY:

Sustainable refurbishment to energy renovation class

Excavation of foudation external wall process

VIA Built Environment & Engineering

DATE:

SCALE: CLASS:

As indicated

1 15 3 5 6 4 1 3 5 2 2 42 6421 4 1

K09_H2_EX_N21 AH51P 19F Campus Horsens K09_H2_EX_N21

1. First all the finishes will be taken off.

Old slab will be demolished and lately replaced with the new construction

1m working space

5. Existing soil will be land up with 500 mm pressed sand and on top of it will be placed 120 mm gravel (size 20 40 mm)

Equipment needed:

Flat edge shovel Floor scraper

Electric multitool Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

2. After demolishing the slab the ground will be excavated and the soil will be placed at places determined for it. Fore more information check the Building site plan K02_H1_E0_N32

3. Install the formwork. It muss be placed few centemeters higher than the new basementt will be. Install all the reinforcement and fill in the formwork with the concrete. Let it cure.

4.After the concrete will be cured it is important to clean and dry the bottom part of the old foundation. Next, fill in narrow gap between new and old foundation with expanding concrete.

6. In the next step two times 150 mm hard insulation XPS will be placed. New radon barrier will be placed under all area of the basement so prevent radone spreading from the ground.

-Dust mask, helmet, safety shoes, ear protection, heavy-duty work gloves and safety goggles for workers.

All the above equipment needs to be provided by the demolition contractor.

7. Place all the needed reinforcement and fill in with the concrete, let cure. Part where the slab is in contact with basement wall will be separated with 10 mm rigid insulation.

8. Finally top part will be made with 30 mm concrete + screeds. Part where the slab is in contact with basement wall will be separated with the elastic seal. Finally basementwill be protect with vandex chemical crystaline waterproofing.

PROJECT:

SUBJECT:

DRAWN BY:

Bring ideas to life

VIA University College

Sustainable refurbishment to energy renovation class

45 ° 45 ° 45 °725 Author

Excavation of foundation internal wall process

VIA Built Environment & Engineering

DATE:

SCALE:

CLASS:

06/19/19

1 : 40

K09_H2_EX_N20 Campus Horsens K09_H2_EX_N20

Vandex chemical crystaline waterproofing Elastic seal

10 mm Rigid insulation

15.633

30 mm Concrete floor + screed C 15 (CC)

480 mm existing brick wall

3 mm Moisture protected membrane

225 mm Extruded polystyrene (XPS)

Woven geotextile membrane with hight tensile strength

100 mm Perimeter drain pipe made of perforated PVC (PL)

Woven geotextile membrane with hight tensile strength

Gravel/ Crushed stone stone size 20

10 50 Support strips: Code 52 ø8 mm R Steel each 1000 m (CC)

100 mm Concrete slab with reinforcement mesh C25 (CC)

Main reinforcement Code 20, ø8mm R steel (CC)

Supports strips: Code 20, ø 8 mm R Steel, 8 in line (CC)

150 mm Extruded polystyrene (XPS)

Existing foundation

mm expanding concrete (CC)

120 mm Gravel 507

Main reinforcement: Code 60 4x ø 14 mm (CC)

Compressed sand

Basement wall 480 mm bricks

Fire requirements R60 A2 s1, d0

Fire actual R120 A2 s1,d0

Sound requirements no requirements

U value req. 0.18 W/m2K

U value actual 0.15 W/m2K

Slab construction

Fire requirements no requirements Sound requirements no requirements

U value req. 0.10 W/m2 K

U Value actual 0.10 W/m2 K

Foundation: Environmental class XC2, structural class S4, Strength class C40/50

Slabs elevator shaft: Environmental class XC1, Structural class S4, Strenght class C35/45

(Sources: Eurocode concrete structures DS/EN 1992 1 1 DK NA:2013)

*XC2 wet, rarely dry Concretre surfaces suject to long term water contact XC1 dry or permanently wet Concrete inside buildings with low air humidity, Concrete permanently submerged in water

670 x415 New cast in situ Concrete foundation C 25 (CC)

01 Basement 15603 I01 Basement 15603 I 100 150 150 1079 310 140 300 100 100 100 120

14.576 14.990 15.040 15.300 15.603 14.877 ø 100 06/20/19

50 260

670 670

480

CC Concrete Contractor PL Plumber 415 Code 52a Code 20 a a Code 60 VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 5 Sustainable refurbishment to energy renovation class 1 D Basement foundation A Alina Barun

K09_H5_E0_N21 AH51P 19F Campus Horsens K09_H5_E0_N21

Foundation: Environmental class XC2, structural class S4, Strength class C40/50

Slabs elevator shaft: Environmental class XC1, Structural class S4, Strenght class C35/45 (Sources: Eurocode concrete structures DS/EN 1992 1 1 DK NA:2013)

*XC2 wet, rarely dry Concretre surfaces suject to long term water contact XC1 dry or permanently wet Concrete inside buildings with low air humidity, Concrete permanently submerged in water

Basement construction wall 215 mm Fire requirements

no req. Sound requirements

no req. U value req.

Compressed sand

0.18 W/m 2 K

0.18 W/m 2 K U value actual

Slab construction Fire requirements

no requirements Sound requirements

no requirements U value req.

0.10 W/m 2 K

0.10 W/m 2 K U Value actual

Main reinforcement Code 52, 6xø12 mm R steel (CC) Supports strips: Code 52, ø 8 mm R Steel each 1000 mm (CC)215 mm Reinforced concrete cast in situ (CC)

Elastic seal 100 mm Extruded polystyren (XPS) 100 mm Concrete slab 100 mm Concrete slab with reinforcement mesh C25 (CC) 10 mm Rigid insulation

Main reinforcement Code 20, ø8mm R steel (CC) Supports strips: Code 20, ø 8 mm R Steel (CC)

100424100100 Bitumen, d amp proof course (DPC) 13.929 14.02914.129

13.505 14.755

215

Main reinforcement Code 60, 9xø16mm R steel (CC) Supports strips: Code 52, ø 8 mm R Steel each 1000 mm (CC)

425 mm Reinforced concrete cast in situ (CC) 210

2,5 mm metal spuns cast in groundMetal load divider for spoons

Bitumen DPC

Radion barrier

100 mm Compressed sand

Code 52 a

VIA Built

06/20/19

Code 20 a

VIA K09_H5_E0_N25 AH51P 19F

SCALE: CLASS:DATE: Bring ideas to life

University College

Environment & Engineering 1 : 5 Sustainable refurbishment to energy renovation class 1 Elevator pit foundation Alina Barun

PROJECT: SUBJECT: DRAWN BY:

Code 60

Campus HorsensK09_H5_E0_N25

Water resistant Thermal break layer Expanding tape 10 mm Fibercement board 25 mm window board Cement based glue

Waterproofing

Waterproofing Basement floor 30 mm screeds Concrete 100 mm Moisture and radon barrier EPS 150 Sundolitt insulation 300 mm Gravel 120 mm Pressed sand Demands requirements / actual U = 0.10 / 0.10

Elastic seal

Steel plate with insolation

AH51P 19F

Steel holder for new recess walls with interception for mess Steel holder for steel plate Steel contractor

17.094 Demands requirements / actual U = 0.18 / 0.15 R 60 A2 s1 d0 / REI 120 A2 s1,d0

3 mm Moisture protected membrane 20 mm cement based plaster

Vapour membrane Semitech drainage solution (PL)

External basement wall Fibre cloth EPS insulation 225 mm DPM 2 layers of bitumen Existing wall 480 mm Plaster

06/20/19

External wall Brick 108 mm Rear ventilated level 18 mm STEICOflex 038 180 mm Existing brick wall 348 mm Plaster

Terrain 17000 II Terrain 17000 II 480 108 198 225 480 100 150 16.850 16.810 60 17.153 Demands requirements / actual U = 0.18 / 0.18 R 60 A2 s1 d0 / REI 120 A2s1,d0 Rw ≥ 50 dB / ≥ 55 dB

University College

1 : 5 Sustainable refurbishment to energy renovation class 1 D Airlock window and external wall Alina Barun

SCALE: CLASS:DATE: Bring ideas to life

PROJECT: SUBJECT: DRAWN BY:

VIA Built Environment & Engineering

VIA

K09_H5_E1_N29

Campus HorsensK09_H5_E1_N29

3 mm Moisture protected membrane 482 mm Existing brick

Woven geotextile membrane with hight tensile strength

Existing foundation Main reinforcemetnt Code 60 43 x ø16 mm (CC)50 mm Expanding concrete (CC) 100 mm Perimeter drain pipe made of perforated PVC 001ø

Basement floor : 100 mm COncrete slab with reinforcement mesh C25 (CC) Main reinforcemetn Code 20, ø 8 mm, R steel (CC) Supports strips: COde 20, ø 8 mmR Steel, 8 in line (CC) 2 x times 150 mm Extruded polystyrene (XPS) 120 mm Gravel Compressed sand

Slab construction Fire requirements

no requirements Sound requirements

no requirements U value req.

482

15.633 15.535 15.235 15.310 14.880 15.050 15.000 Support strips: COde 52 ø8 mm each 1000 mm (CC) 1290 x 670 mm New cast in situ Concrete foundation C 25 (CC)

0.10 W/m 2 K

0.10 W/m 2 K U Value actual

480 mm bricks Fire requirements

Basement wall

R60 A2 s1, d0 Fire actual

R120 A2 s1,d0

no requirements U value req.

Sound requirements

Environment a

&

Code 52 Code 20

Built

VIA a

06/20/19

K09_H5_E0_N27 AH51P 19F

SCALE: CLASS:DATE:

0.15 W/m 2 K

0.18 W/m 2 K U value actual

Bring ideas to life

260 50 1290 670 University College

Foundation: Environmental class XC2, structural class S4, Strength class C40/50 Slabs elevator shaft: Environmental class XC1, Structural class S4, Strenght class C35/45 (Sources: Eurocode concrete structures DS/EN 1992 1 1 DK NA:2013)

1 : 5 Sustainable refurbishment to energy renovation class 1 Basement foundation B Alina Barun

PROJECT: SUBJECT: DRAWN BY:

*XC2 wet, rarely dry Concretre surfaces suject to long term water contact XC1 dry or permanently wet Concrete inside buildings with low air humidity, Concrete permanently submerged in water

Engineering

VIA

Campus HorsensK09_H5_E0_N27

15.655

Steel tower Fire protection concrete

30 mm Concrete floor + screed C 15 (CC)

Radon barier

Foundation: Environmental class XC2, structural class S4, Strength class C40/50

Elastic seal 10 mm Rigid insulation 30Main reinforcement Code 20, ø8mm R steel (CC) Supports strips: Code 20, ø 8 mm R Steel, 8 in line (CC) 100 mm Concrete slab with reinforcement mesh C25 (CC) 2 x times 150 mm Extruded polystyrene (XPS) 208 350

150 120 100

Slabs elevator shaft: Environmental class XC1, Structural class S4, Strenght class C35/45 (Sources: Eurocode concrete structures DS/EN 1992 1 1 DK NA:2013)

*XC2 wet, rarely dry Concretre surfaces suject to long term water contact XC1 dry or permanently wet Concrete inside buildings with low air humidity, Concrete permanently submerged in water

480 mm bricks

R60 A2 s1, d0

R120 A2 s1,d0

215 150 120 mm Gravel 150 mm (and 210 mm) Extruded polystyrene (XPS)

sand 30

0.10 W/m 2 K 215 mm Reinforced concrete cast in situ (CC)

Basement wall

Fire requirements

0.15 W/m 2 K

Fire actual

no requirements U value req.

Fiber no requirements Sound requirements

15.225 Slab construction Fire requirements

Sound requirements

Compressed 0.18 W/m 2 K U value actual

no requirements U value req.

0.10 W/m 2 K U Value actual

VIA Built Environment &

06/20/19

AH51P 19F

Bring ideas to life

VIA University College

SCALE: CLASS:DATE:

1 : 5 Sustainable refurbishment to energy renovation class 1 Elevator pit floor connection Alina Barun

PROJECT: SUBJECT: DRAWN BY:

Engineering

K09_H5_E0_N26

Campus HorsensK09_H5_E0_N26

Woven geotextile membrane with hight tensile strength

Brick pavement Mortar bed Base concrete (reinforced) Gravel backfill compacted Foam glass insulation

Tripple glazed door 0,87 W/m2K Comresed send17.153

140 mm 200 mm

Linoleum 4 mm OSB board 18 mm Soundproof insulation 50 mm Existing construction reinforcemenet 250 mm Plaster 5 mm

Sealants with insulation between

Soundproof tape 15 mm

Trench drain system

Waterproofing

Extruded polystyrene (XPS) 450 mm Existing brick wall

16.900

Bitumen

Foundation: Environmental class XC2,

S4, Strength class C40/50

Basement wall 480 mm - bricks

4 200 5 10 200 50 18 4 Slab construction

Slabs elevator shaft: Environmental class XC1,

class S4, Strenght class C35/45 (Sources: Eurocode concrete structures DS/EN 1992 1 1 DK NA:2013)

*XC2 wet, rarely dry Concretre surfaces suject

contact

XC1 dry or permanently wet Concrete

low

Concrete permanently

Fire requirements R60 A2 s1, d0

Fire actual R120 A2 s1,d0

Sound requirements no requirements

U value req. 0.18 W/m2K

U value actual 0.15 W/m2K

3.2 Fire requirements no requirements

mm moisture protection membrane

Existing basement concrete wall

5 Sound requirements no requirements U value req. 0.10 W/m2 K

mm cementer plaster

PROJECT: SUBJECT: DRAWN BY:

U Value actual 0.10 W/m2 K

Bring ideas to life

VIA University College

Sustainable refurbishment to energy renovation class 1 Entrance level accsess

Alina Barun

Built Environment

DATE:

SCALE: CLASS:

06/20/19

: 5

Engineering

17.172 17.100

VIA

K09_H5_E0_N28 AH51P 19F Campus Horsens K09_H5_E0_N28

structural class

Structural

to long term water

inside buildings with

air humidity,

submerged in water

Existing concrete foundation

50 mm expanding concrete

New concrete

Main reinforcement: Code 60 32 x ø 16 mm (CC)

1295 x 500 mm New cast in situ Concrete foundation C 25 (CC)

Foundation: Environmental class

XC2, structural class S4, Strength class C40/50

Slabs elevator shaft: Environmental class XC1, Structural class S4, Strenght class C35/45

(Sources: Eurocode concrete structures

DS/EN 1992 1 1 DK NA:2013)

*XC2 wet, rarely dry Concretre surfaces suject to long term water contact

XC1 dry or permanently wet

Concrete inside buildings with low air humidity, Concrete permanently submerged in water

Code 52

Code 20

PROJECT:

SUBJECT:

DRAWN BY:

Sustainable refurbishment to energy renovation class 1 D Foundation under internal wall

1295 06/20/19

Basement construction wall 215 mm

Fire requirements no req.

Sound requirements no req.

U value req. 0.18 W/m2K

Code 60

U value actual 0.18 W/m2K

Slab construction

Fire requirements no requirements

Sound requirements no requirements

U value req. 0.10 W/m2 K

U Value actual 0.10 W/m2 K

Bring ideas to life VIA University College 1 : 5

VIA Built Environment & Engineering

DATE:

50 260 150 120 500 150 120 Alina Barun

SCALE: CLASS:

a a

K09_H5_E0_N24 AH51P 19F Campus Horsens K09_H5_E0_N24 CC Concrete contractor

Anchoring new balcony construction:

1. First, we need to destroy all the finishes and leave just the baumadeck Baumadeck is made of hollow concrete blocks whicch have insulation in the botton. For anchor new balconies we need partly demolish baumadeck and replaced it with new reinforcement concrete. Hollow concrete blocks will be removed while the old reinforcment will be left, possibly replaced with the new one if some of them will be destroyed.

2. Before that, the external holes must be demolished. Exact demolition sizes refer to K09_H2 _EX_N16, K09_H2_EX_N17, K09_H2_EX_N18

4. Nail the assembly to the formwork in line with the project drawings. Position all necessary local and main reinforcement.

5. After curing and baumadeck being ready next layer of concrete will be placed 50 mm. Later, insulation, OSB boards and woden tiles will be placed by carpenter workers.

Equipment needed:

Dust mask, ear protection, heavy duty work gloves and safety goggles for workers.

Flat edge shovel Floor scraper

Electric multitool

Hammer and masonry chisel

Broom

Boxes or wheelbarrow for carting debris

Screwdriver, plier, crowbar, small hand grinding wheel

Other equipment the contractor prefers to use

All the waste will be placed to the appropriate container refer to the Building site plan

K02_H1_E0_N30

PROJECT: SUBJECT: DRAWN BY:

Bring ideas to life

Sustainable refurbishment to energy renovation class 1 Baumadeck demolition Alina Barun

VIA Built Environment & Engineering

VIA University College 1 :

DATE:

SCALE: CLASS:

06/19/19

K09_H6_EX_N19 AH51P 19F Campus Horsens K09_H6_EX_N19

Wooden tiles 15 mm

OSB board 10 mm

Sound insulation 50 mm

Concrete 50 mm

Existing slab baumadeck 150 mm

Finishes 10 mm

Extension of new reinforced concrete with adding new reinforcement for anchoring the balcony construction

Part with the old reinforcement will be demolished and replaced with the new concrete, so it become one smooth piece.

348

Balcony door

Steel balcony construction

Insulation 180 mm

Bitumen felt 108186 18

Air gap 18 mm

New bricks layer 108 mm

Old reinforcement from Baumadæk

Place when new reinforcement and old one are binding together

New reinforcement

Anchor for mounting the balcony construction

Anchoring new balcony construction:

1. First, carpenter workers demolish all the finishes and then concrete workers partly demolish old baumadeck construction. Hollow concrete blocks will be removed while the old reinforcment will be left, possibly replaced with the new one if some of them will be destroyed. Also, they will make holes in the brick wall for subsequent positioning all the steel anchoring elements for the balcony. Different balconies have different number of holes.

2. Install all the formworks and shuttering for repairing the slab and making the new part. Nail the assembly to the formwork in line with the project drawings. Position all necessary local and main reinforcement. Demolishion will be made 1 m long from loadbearing wall and 500 mm wide.

4. Nail the assembly to the formwork in line with the project drawings. Position all necessary local and main reinforcement.

5. After curing and baumadeck being ready next layer of concrete will be placed 50 mm. Later, insulation, OSB boards and woden tiles will be placed by carpenter workers.

All the waste will be placed to the appropriate container refer to the Building site plan K02_H1_E0_N31

PROJECT: SUBJECT: DRAWN BY:

Soft insulation 180 mm Interior Exterior

Steel balcony construction with wooden tiles on top

Bring ideas to life

Sustainable refurbishment to energy renovation class 1 D-Balcony anchoring

VIA Built Environment & Engineering

DATE:

06/06/19

VIA University College As indicated

Alina Barun

SCALE: CLASS:

K09_H5_E2_N31 AH51P 19F Campus Horsens K09_H5_E2_N31

Excavated soil zone

Recreation area Common area

Note: Green are with vegetation will be preserved without any damages caused by renovation process

Heavy machines and any other construction equipment that can possibly destroy green area in not allowed to enter here

Excavated soil zone

Temporary waste container

35 m

Temporary waste container

Crane Zone

Temporary waste container

Parking spaces:

4 spots for Carpenter

4 spots for Brick layes

4 spots for Blacksmith

4 spots for Concrete Workers

Scafolding

Temporary waste container

Container Non Combustible material

Cemen mixer truck

Mixer

Construction main road

Vehicle site entry

Fence around the construction site

Secondary fence Scaffolding around the building 1.6 m wide

Temporary waste containers are placed around the building during the first stages of renovation/demolition works inside building

• during the excavation around the building containers to be moved

• after excavation they will be placed around the scaffolding in order to be available for the following demolition works

Cement mixer truck with demensions: 3150 mm x 10 820 mm

Mobile crane LTM 1040 2.1

• max. load capacity 40 t

• max.radius 35 m Light tower 1800 Watt

Power supply panel

W Water supply for the construction

Scafolding around the building Entry 3B Entry 3A

T T

Steel Materials Deport Brick layes Materials Depot

W Firs t a i d an d Chang ing rooms S i te Manag e r o f f ice Labou r s hed To i lets Gate

W Gate

around the building

T T T T T T T

Concrete materials Wooden materials Material storage Hazardous material Material storage Material storage VIA Built Environment & Engineering PROJECT: SUBJECT: DRAWN BY: SCALE: CLASS: DATE: Bring ideas to life VIA University College 1 : 300 Sustainable refurbishment to energy renovation class 1 Building site plan Alina Barun 12/06/19 K02_H1_E0_N30 AH51P 19F Campus Horsens K02_H1_E0_N30