Table of content 0. Section and three jury poster
p.3
1. General
p.12
2. Fire Safety
p.22
3. Structure
p.27
4. EPB
p.36
5. HVAC
p.38
6. Details
p.48
7. Weekly reports
p.70
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Table of content
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
2
0. Jury
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
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Group A6 - Community skill and cultural centre 31/01/2018
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19
21
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Maig12 – Project integration exercises
Section AA’
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
4
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Section BB’
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
5
GSEducationalVersion
3D Section 1/500
31/01/2018
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre
6
detail 1/200
detail 1/200
groundfloor 1/500
A1 STRUCTURE
GSEducationalVersion
Firstfloor 1/500
Gst 7,25 kN/m2 Qst 4 kN/m2
Gst 7,25 kN/m2 Qst 4 kN/m2
Gst 7,25 kN/m2 Qst 4 kN/m2
Gst 7,25 kN/m2 Qst 4 kN/m2
Gst 7,25 kN/m2 Qst 4 kN/m2
Ggr 10,95 kN/m2 Qgr 2,50 kN/m2
Total load on Foundation (with safety factor) Fd(tot) = 3.350kN = 335.008,00 kg
gst 57,90 k/m qst 32,00 kN/m
gst 57,90 kN/m qst 32,00 kN/m
gst 57,90 kN/m qst 32,00 kN/m
gst 57,90 KN/m qst 32,00 KN/m
gst 57,90 kN/m qst 32,00 kN/m
ggr 87,62 kN/m qgr 20,00 kN/m
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
Bearing loads 1/200
Fgst 182,26 kN Fqst 160,00 kN
Fgst 182,26 kN Fqst 160,00 kN
Fgst 182,26 kN Fqst 160,00 kN
Fgst 182,26 kN Fqst 160,00 kN
Fgst 182,26 kN Fqst 160,00 kN
Fggr 475,58 kN Fqgr 100,00 kN
Exploded view 1/1000
31/01/2018
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre
7
A1 FIRE SAFETY
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
N
D= 6480 m³/h A= 0,900 m² 1,29 x 0,70 m
D= 6252 m³/h A= 0,868 m² 1,24 x 0,70 m
Library
D= 100 m³/h A= 0,028 m² 0,17 x 0,17 m D= 125 m³/h A= 0,035 m² 0,19 x 0,19 m D= 225 m³/h A= 0,063 m² 0,25 x 0,25 m D= 7920 m³/h A= 1,100 m² 1,57 x 0,70 m
D= 22365 m³/h A= 6,213 m² 5,18 x 1,20 m
Stage
D= 720 m³/h A= 0,047 m² 0,22 x 0,22 m
Auditorium
D= 7253 m³/h A= 1,007 m² 1,44 x 0,70 m
D= 676 m³/h A= 0,047 m² 0,22 x 0,22 m
D= 7578 m³/h A= 0,35 m² 1,56 x 0,22 m D= 325 m³/h A= 0,045 m² 0,21 x 0,21 m
D= 1170 m³/h A= 0,081 m² 0,29 x 0,29 m
Vestaire
D= 7578 m³/h A= 1,052 m² 1,56 x 0,70 m
D= 1082 m³/h A= 0,075 m² 0,27 x 0,27 m Storage room
D= 25 m³/h A= 0,003 m² 0,06 x 0,06 m
D= 150 m³/h A= 0,021 m² 0,14 x 0,14 m D= 7920 m³/h A= 0,37 m² 1,57 x 0,23 m
D= 2160 m³/h A= 0,10 m² 0,29 x 0,34 m
D= 2231 m³/h A= 0,155 m² 0,22 x 0,70 m
D= 2250 m³/h A= 0,156 m² 0,22 x 0,70 m
D= 3211 m³/h A= 0,15 m² 0,27 x 0,55 m
High powe r statio n
D= 2306 m³/h A= 0,160 m² 0,23 x 0,70 m D= 2331 m³/h A= 0,162 m² 0,23 x 0,70 m
High power station
D= 2406 m³/h A= 0,167 m² 0,24 x 0,70 m D= 3899 m³/h A= 0,18 m² 0,32 x 0,56 m
D= 7740 m³/h A= 0,538 m² 0,77 x 0,70 m
D= 4950 m³/h A= 0,23 m² 0,30 x 0,77 m D= 946 m³/h A= 0,066 m² 0,26 x 0,26 m
D= 7740 m³/h A= 0,538 m² 0,77 x 0,70 m
D= 15480 m³/h A= 0,72 m² 0,77 x 0,93 m D= 14682 m³/h A= 0,68 m² 1,46 x 0,47 m
D= 1046 m³/h A= 0,073 m² 0,27 x 0,27 m
D= 1071 m³/h A= 0,074 m² 0,27 x 0,27 m
D= 1271 m³/h A= 0,088 m² 0,30 x 0,30 m
D= 16278 m³/h A= 0,75 m² 1,49 x 0,51 m
D= 15480 m³/h A= 0,72 m² 0,77 x 0,93 m
GROUNDFLOOR 5
10
15
20
N
0
D= 5926 m³/h A= 0,823 m² 1,18 x 0,70 m
D= 5752 m³/h A= 0,799 m² 1,14 x 0,70 m
D= 4858 m³/h A= 0,675 m² 0,96 x 0,70 m
D= 5029 m³/h A= 0,699 m² 1,00 x 0,70 m D= 5029 m³/h A= 0,230 m² 1,00 x 0,23 m
D= 4515 m³/h A= 0,627 m² 0,90 x 0,70 m
D= 315 m³/h A= 0,044 m² 0,21 x 0,21 m
Storage room
D= 3870 m³/h A= 0,180 m² 0,77 x 0,23 m
D= 3375 m³/h A= 0,469 m² 0,67 x 0,70 m
D= 3690 m³/h A= 0,513 m² 0,73 x 0,70 m
D= 3870 m³/h A= 0,538 m² 0,77 x 0,70 m
D= 1980 m³/h A= 0,138 m² 0,30 x 0,46 m
D= 325 m³/h A= 0,045 m² 0,21 x 0,21 m
D= 6077 m³/h A= 0,844 m² 1,21 x 0,70 m
D= 19982 m³/h A= 0,93 m² 1,21 x 0,76 m D= 6337 m³/h A= 0,290 m² 1,26 x 0,23 m
D= 6337 m³/h A= 0,880 m² 1,26 x 0,70 m
Storage room D= 25 m³/h A= 0,003 m² 0,06 x 0,06 m
D= 5887 m³/h A= 0,818 m² 1,17 x 0,70 m
D= 450 m³/h A= 0,063 m² 0,25 x 0,25 m
D= 4858 m³/h A= 0,675 m² 0,96 x 0,70 m D= 343 m³/h A= 0,048 m² 0,22 x 0,22 m
D= 1029 m³/h A= 0,143 m² 0,38 x 0,38 m
D= 4515 m³/h A= 0,627 m² 0,90 x 0,70 m
D= 150 m³/h A= 0,021 m² 0,14 x 0,14 m
D= 19951 m³/h A= 0,92 m² 1,18 x 0,78 m
D= 5085 m³/h A= 0,240 m² 1,10 x 0,21 m
D= 5085 m³/h A= 0,706 m² 1,10 x 0,70 m
D= 4635 m³/h A= 0,644 m² 0,92 x 0,70 m
D= 3735 m³/h A= 0,519 m² 0,74 x 0,70 m
D= 1980 m³/h A= 0,09 m² 0,30 x 0,30 m
D= 3375 m³/h A= 0,469 m² 0,67 x 0,70 m
High powe r statio D= 9504 m³/h A= 0,880 m² 1,26 x 0,70 m
n
D= 1980 m³/h A= 0,138 m² 0,30 x 0,46 m
High power station
D= 75 m³/h A= 0,005 m² 0,07 x 0,07 m D= 100 m³/h A= 0,007 m² 0,08 x 0,08 m
D= 9384 m³/h A= 0,869 m² 1,24 x 0,70 m
D= 175 m³/h A= 0,012 m² 0,11 x 0,11 m D= 175 m³/h A= 0,01 m² 0,11 x 0,07 m
D= 1980 m³/h A= 0,09 m² 0,30 x 0,30 m D= 5023 m³/h A= 0,465 m² 0,66 x 0,70 m D= 5832 m³/h A= 0,540 m² 0,77 x 0,70 m
D= 10045 m³/h A= 0,930 m² 1,33 x 0,70 m
Back facade
D= 11664 m³/h A= 1,080 m² 1,54 x 0,70 m
D= 9504 m³/h A= 0,44 m² 1,26 x 0,35 m
D= 10145 m³/h A= 0,939 m² 1,34 x 0,70 m
D= 9384 m³/h A= 0,43 m² 1,24 x 0,35m
D= 10170 m³/h A= 0,942 m² 1,35 x 0,70 m D= 10370 m³/h A= 0,960 m² 1,37 x 0,70 m D= 10370 m³/h A= 0,48 m² 1,37 x 0,35 m
D= 11664 m³/h A= 0,54 m² 1,54 x 0,35 m
SECOND FLOOR 5
10
15
20
N
0
D= 6358 m³/h A= 0,883 m² 1,26 x 0,70 m
ventilation opening
150 cm
D= 8685 m³/h A= 0,400 m² 0,96 x 0,42 m
D= 1372 m³/h A= 0,191 m² 0,64 x 0,30 m
D= 4815 m³/h A= 0,669 m² 0,96 x 0,70 m
D= 1200 m³/h A= 0,167 m² 0,56 x 0,30 m
D= 4455 m³/h A= 0,619 m² 0,88 x 0,70 m
g
tion
D= 720 m³/h A= 0,100 m² 0,32 x 0,32 m
D= 360 m³/h A= 0,050 m² 0,22 x 0,22 m
D= 4635 m³/h A= 0,664 m² 0,92 x 0,70 m
cm
D= 686 m³/h A= 0,095 m² 0,32 x 0,30 m
D= 1029 m³/h A= 0,143 m² 0,48 x 0,30 m
D= 6401 m³/h A= 0,300 m² 0,93 x 0,32 m
150
ventila
openin
D= 6002 m³/h A= 0,834 m² 1,19 x 0,70 m
D= 4095 m³/h A= 0,569 m² 0,81 x 0,70 m
D= 3375 m³/h A= 0,469 m² 0,67 x 0,70 m D= 1980 m³/h A= 0,138 m² 0,30 x 0,46 m
D= 325 m³/h A= 0,045 m² 0,21 x 0,21 m
D= 25 m³/h A= 0,003 m² 0,06 x 0,06 m
D= 6327 m³/h A= 0,879 m² 1,26 x 0,70 m
D= 26309 m³/h A= 1,22 m² 1,26 x 0,97 m
D= 3785 m³/h A= 0,263 m² 0,38 x 0,70 m D= 10852 m³/h A= 0,500 m² 1,26 x 0,40 m
D= 4515 m³/h A= 0,627 m² 0,90 x 0,70 m
D= 150 m³/h A= 0,021 m² 0,14 x 0,14 m
D= 26309 m³/h A= 1,22 m² 1,26 x 0,97 m
D= 8460 m³/h A= 0,390 m² 1,10 x 0,36 m
D= 3785 m³/h A= 0,263 m² 0,38 x 0,70 m D= 3375 m³/h A= 0,469 m² 0,67 x 0,70 m
D= 3960 m³/h A= 0,18 m² 0,30 x 0,60 m D= 3785 m³/h A= 0,18 m² 0,38 x 0,46 m
High powe r statio n
D= 1980 m³/h A= 0,138 m² 0,30 x 0,46 m
High power station
D= 3860 m³/h A= 0,268 m² 0,38 x 0,70 m D= 3885 m³/h A= 0,270 m² 0,39 x 0,70 m D= 3960 m³/h A= 0,275 m² 0,39 x 0,70 m D= 4135 m³/h A= 0,19 m² 0,39 x 0,49 m
D= 72 m³/h A= 0,007 m² 0,08 x 0,08 m
D= 2963 m³/h A= 0,274 m² 0,39 x 0,70 m
D= 3960 m³/h A= 0,18 m² 0,30 x 0,60 m
D= 72 m³/h A= 0,007 m² 0,08 x 0,08 m
D= 2880 m³/h A= 0,267 m² 0,38 x 0,70 m
D= 144 m³/h A= 0,013 m² 0,12 x 0,12 m D= 144 m³/h A= 0,013 m² 0,12 x 0,12 m D= 1296 m³/h A= 0,120 m² 0,35 x 0,35 m
Offices
D= 1132 m³/h A= 0,105 m² 0,32 x 0,32 m
D= 10800 m³/h A= 0,50 m² 1,26 x 0,40m
D= 3163 m³/h A= 0,293 m² 0,42 x 0,70 m
D= 10516 m³/h A= 0,49 m² 1,24 x 0,39 m
D= 3263 m³/h A= 0,302 m² 0,43 x 0,70 m
D= 13658 m³/h A= 0,63 m² 1,37 x 0,46 m
N
D= 3288 m³/h A= 0,304 m² 0,43 x 0,70 m
D= 14544 m³/h A= 0,67 m² 1,54 x 0,44 m
THIRD FLOOR 0
5
10
15
20
D= 6106 m³/h A= 0,848 m² 1,21 x 0,70 m
D= 6002 m³/h A= 0,834 m² 1,19 x 0,70 m
D= 100 m³/h A= 0,028 m² 0,17 x 0,17 m
D= 125 m³/h A= 0,035 m² 0,19 x 0,19 m D= 225 m³/h A= 0,063 m² 0,25 x 0,25 m D= 22365 m³/h A= 6,213 m² 4,14 x 1,50 m D= 540 m³/h A= 0,038 m² 0,19 x 0,19 m
D= 1318 m³/h A= 0,038 m² 0,19 x 0,19 m
D= 325 m³/h A= 0,045 m² 0,21 x 0,21 m
D= 473 m³/h A= 0,033 m² 0,18 x 0,18 m
D= 13905 m³/h A= 0,64 m² 1,26 x 0,51 m D= 6327 m³/h A= 0,879 m² 1,26 x 0,70 m
D= 990 m³/h A= 0,069 m² 0,26 x 0,26 m
D= 1791 m³/h A= 0,124 m² 0,19 x 0,65 m D= 25 m³/h A= 0,003 m² 0,06 x 0,06 m
D= 338 m³/h A= 0,023 m² 0,15 x 0,15 m
D= 1318 m³/h A= 0,038 m² 0,19 x 0,19 m
D= 150 m³/h A= 0,021 m² 0,14 x 0,14 m
D= 14026 m³/h A= 0,65 m² 1,21 x 0,54 m
D= 990 m³/h A= 0,05 m² 0,26 x 0,18 m D= 2700 m³/h A= 0,188 m² 0,30 x 0,63 m
D= 2129 m³/h A= 0,148 m² 0,21 x 0,70 m
High
D= 2129 m³/h A= 0,10 m² 0,21 x 0,47 m
powe r statio n
High power station
D= 1393 m³/h A= 0,097 m² 0,31 x 0,31 m D= 1418 m³/h A= 0,098 m² 0,31 x 0,31 m
D= 7740 m³/h A= 0,538 m² 0,77 x 0,70 m D= 14682 m³/h A= 1,020 m² 1,46 x 0,70 m
D= 1493 m³/h A= 0,104 m² 0,32 x 0,32 m
High powe r statio n
D= 1493 m³/h A= 0,07 m² 0,32 x 0,22 m
D= 2700 m³/h A= 0,13 m² 0,30 x 0,43 m
D= 14682 m³/h A= 1,020 m² 1,46 x 0,70 m D= 7740 m³/h D= 7740 m³/h A= A= 0,538 0,538 m² m² 0,77 0,77 xx 0,70 0,70 m m
D= 7740 m³/h A= 0,36 m² 0,77 x 0,47 m D= 14682 m³/h A= 0,68 m² 1,46 x 0,47 m
D= 14782 m³/h A= 1,027 m² 1,47 x 0,70 m D= 14807 m³/h A= 1,028 m² 1,47 x 0,70 m D= 15007 m³/h A= 1,042 m² 1,49 x 0,70 m D= 15007 m³/h A= 0,69 m² 1,49 x 0,47 m
D= 7740 m³/h A= 0,36 m² 0,77 x 0,46 m
FIRST FLOOR 0
5
10
15
20
Underfloor heating on the groundfloor in the kids playground, on the first floor in the yoga classes, on the second en third floor in the coffeeshop. Distibution to the collectors.
Heating system: soil-water heating pump
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
A1 VENTILATION/HEATING
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
8
GROUNDFLOOR Water supply and drainage in toilets of the library
Water supply and drainage in toilets of the auditorium
Water supply and drainage in toilets of the kids playground
Water supply and drainage in toilets of the school restaurant
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
A1 SEWAGE PLAN
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
9
31/01/2018
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre
10
A1 DETAILS - MICHIEL BARDYN / ABDERRAHMANE REMLI
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
Details Scale 1:10
31/01/2018
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre
11
A1 DETAILS - SIEBE VANZIELEGHEM / MARTHA VAN HAEVERBEEK
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
Details Scale 1:10
1. General
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
12
748 1000
A'
1000 1000 1000
800
800
155
A
1030
919
A
S-0
3
A
0
5
10
15
20
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Foundation
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
13
748 1000
A'
1000 1000 1000
800
800
155
A
1030
919
A
A
0
5
10
15
20
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Basement
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
14
748 1000
A'
1000 1000 1000
800
800
155
A
1030
919
A
A
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Ground floor
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
15
748 1000
A'
1000 1000 1000
800
800
155
A
1030
919
A
A
0
5
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20
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
First floor
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
16
748 1000
A'
1000 1000 1000
Workshop space 2
Workshop space 1
919
A
1030
Workshop and exhibition
800
800
155
Classroom 2
A
Classroom 1
A
0
5
10
15
20
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Second floor
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
17
748 1000
A'
1000 1000 1000
800
800
155
A
1030
919
A
A
0
5
10
15
20
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Third floor
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
18
748 1000
A'
1000 1000 1000
800
800
155
A
1030
919
A
A
0
5
10
15
20
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Roof
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
19
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Elevation - West facade
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
20
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Elevation - East facade
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
21
2. FIRE SAFETY
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
22
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
23
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
24
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
25
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
26
2. STRUCTURE
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
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Load Bearing - LIBRARY 1. FLAT Bearing Loads Rule of thumb
Floors
Concrete precast floors = L/30 Lenght (m) kg/m³
Greenroof
8,00
Height (m)
permanent loads N
0,27
m
N/m²
dirt/drainage
1.800,00
10,00
0,09
1.620,00
insulation screed pressurelayer Predal plaster
30,00 1.700,00 2.500,00 2.500,00 1.100,00
10,00 10,00 10,00 10,00 10,00
0,24 0,12 0,20 0,08 0,02 Ggr Ggr
72,00 2.040,00 5.000,00 2.000,00 220,00 10.952,00 10,95
KN/m²
permanent loads
Storyfloors
Predal + pressurelayer (+polystreen blocks)
ggr 87,62 kN/m qgr 20,00 kN/m
changeable loads class KN/m² roof (maintance)
2,00
Snow
0,50
Qgr
KN/m² 2,50
Ggr 10,95 kN/m2 Qgr 2,50 kN/m2
gst 57,90 kN/m qst 32,00 kN/m
Fggr 475,58 kN Fqgr 100,00 kN
changeable loads
acoutic tile
kg/m³ 45,00
N 10,00
m 0,02
N/m² 9,00
class
KN/m²
acoutic insul.
30,00
10,00
0,03
9,00
pressurelayer
2.500,00
10,00
0,20
5.000,00
Predal
2.500,00
10,00
0,08
2.000,00
plaster
1.100,00
10,00
0,02
220,00
KN/m²
Gst Gst
7.238,00 7,24
Qst
m/2 4,00 4,00
KN/m 43,81 43,81
KN/m² 2,50 2,50
KN/m ggr permanent loads KN/m² m m/2 7,24 8,00 4,00 7,24 8,00 4,00 gst
87,62
qgr 20,00 changeable loads KN/m² KN/m 4,00 16,00 4,00 16,00 qst 32,00
floor (Class III)
4,00
Gst 7,25 kN/m2 Qst 4 kN/m2 gst 57,90 KN/m qst 32,00 KN/m
KN/m² 4,00
Fgst 182,26 kN Fqst 160,00 kN
2. LINE Bearing Loads permanent loads line 1 greenroof
line 2 storyfloor
Beam 1 Beam 1
Beam 1 Beam 1
KN/m² 10,95 10,95
m 8,00 8,00
changeable loads
KN/m 28,95 28,95 57,90
KN/m 10,00 10,00
Gst 7,25 kN/m2 Qst 4 kN/m2 gst 57,90 kN/m qst 32,00 kN/m
Gst 7,25 kN/m2 Qst 4 kN/m2 gst 57,90 kN/m qst 32,00 kN/m
10m
BEAMS Rule of thumb
Concrete beam = L/10 Lenght (m) 10,00 Height (m)
1,00
Width = (m) A = (m²)
Fgst 182,26 kN Fqst 160,00 kN
Fgst 182,26 kN Fqst 160,00 kN
0,30 0,30
3. POINT Bearing Loads KN/m
permanent loads m
line greenroof BEAM
87,62 7,50
10,00 10,00
line storyfloor BEAM
28,95 7,50
10,00 10,00
m/2
KN
5,00 5,00 Fggr 5,00 5,00 Fgst
438,08 37,50 475,58 144,76 37,50 182,26
changeable loads KN/m
KN
20,00
100,00
Fqgr 32,00
100,00 160,00
Fqst
160,00
4. Foundation load Columns
Rule of thumb
0,42 0,17
l(m)xw(m) A (m²)
greenroof storyfloor
Fg (KN) 475,58 182,26
safety factor 1,35 1,35
Fq (KN) 100,00 160,00
safety factor 1,50 1,50
Fd (KN) 792,03 486,05
greenroof storyfloor colums (5m) colums (3,4m)
# 1,00 5,00 5,00 1,00
Fd (KN) 792,03 486,05 22,50 15,30
Fd (KN) 792,03 2.430,26 112,50 15,30
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
3.350,09 335.008,80
gst 57,90 k/m qst 32,00 kN/m
Gst 7,25 kN/m2 Qst 4 kN/m2
Concrete beam = L/12 Lenght (m) 5,00 Side (m) A (m²)
Total Load on foundation
Gst 7,25 kN/m2 Qst 4 kN/m2
0,3 x 0,6 0,18
((2500*10*0,18)/(1000))*5
fd(column)
((2500*10*0,18)/(1000))*3,2
fd(column)
Total load on Foundation (with safety factor) Fd(tot) = 3.350kN = 335.008,00 kg
Fgst 182,26 kN Fqst 160,00 kN
Fgst 182,26 kN Fqst 160,00 kN
Fd(tot) (KN) Fd(tot) (kg)
Load Bearing
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
35
4. EPB
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
36
Samenvatting van de eisen per gebouw
Gebouw "researchcenter"
(naam van het gebouw)
Aard van de werken:
Nieuwbouw (of hiermee gelijkgesteld)
Beschermd volume:
29.400,00 m³
Volume "Kv3" EPB-eenheid "epbe1"
Energieprestatie en binnenklimaat van gebouwen
Bestemming van de EPB-eenheid:
Niet-residentieel (EPN)
Oppervlakte:
5.802,32 m²
Eisen op het niveau van de EPB-eenheid: Umax / Rmin
K-peil
E-peil
23.0
EPB-Rapport zie fiche 1 voor meer info.
zie fiche 2 voor meer info.
Methode bouwknopen:
Etech
NE
Oververh.
Ventilatie
HE
zie fiche 4 voor meer info.
zie fiche 5 voor meer info.
56.0 zie fiche 3 voor meer info.
Optie B : methode van de EPB-aanvaarde knopen
Deze EPB-eenheid voldoet aan de eisen voor een BEN-gebouw.
BEN staat voor bijna-energieneutraal. Bouwen volgens de BEN-principes wordt vanaf 2021 de standaard voor nieuwe gebouwen in Vlaanderen. BEN-bouwen is vandaag al de slimste keuze, meer informatie via www.energiesparen.be/BEN. Functionele delen : Naam
Functie
Totale bruikbare vloeroppervlakte
bibliotheek
Bijeenkomst - hoge bezetting
3.679,60 m²
gemeenschappelijk
Gemeenschappelijk
1.594,12 m²
technische ruimte
Technische ruimten
528,60 m²
Administratieve gegevens van het project Naam van het project integratie Straat
sint niklaasstraat
Nummer
Gemeente
Gent
Postcode
Referentie kadaster
3-C-193f
Gegenereerd door de EPB-software v8.5.3 op 28/01/18 11:39
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
9000
Pagina 1
Gegenereerd door de EPB-software v8.5.3 op 28/01/18 11:39
K-peil and E-peil
Pagina 4
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
37
5. HVAC
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
38
N
Canadian pit
Canadian pit
Airgroup auditorium 'warmtewiel' with heat recovery bxhxl 2920x4240x7920 47500 m³/h
340
Airgroup kindergarten & yogaclass 'warmtewiel' with heat recovery bxhxl 1400x2240x6000 13300 m³/h Canadian pit
340
Airgroup schoolrestaurant 'warmtewiel' with heat recovery bxhxl 2920x4240x7920 47500 m³/h 340
0
5
10
15
BASEMENT
20
N
D= 6480 m³/h A= 0,900 m² 1,29 x 0,70 m
D= 6252 m³/h A= 0,868 m² 1,24 x 0,70 m
Library
D= 100 m³/h A= 0,028 m² 0,17 x 0,17 m D= 125 m³/h A= 0,035 m² 0,19 x 0,19 m D= 225 m³/h A= 0,063 m² 0,25 x 0,25 m D= 7920 m³/h A= 1,100 m² 1,57 x 0,70 m
D= 22365 m³/h A= 6,213 m² 5,18 x 1,20 m
Stage
D= 720 m³/h A= 0,047 m² 0,22 x 0,22 m
Auditorium
D= 7253 m³/h A= 1,007 m² 1,44 x 0,70 m
D= 676 m³/h A= 0,047 m² 0,22 x 0,22 m
D= 7578 m³/h A= 0,35 m² 1,56 x 0,22 m D= 325 m³/h A= 0,045 m² 0,21 x 0,21 m
D= 1170 m³/h A= 0,081 m² 0,29 x 0,29 m
Vestaire
D= 7578 m³/h A= 1,052 m² 1,56 x 0,70 m
D= 1082 m³/h A= 0,075 m² 0,27 x 0,27 m Storage room
D= 25 m³/h A= 0,003 m² 0,06 x 0,06 m
D= 150 m³/h A= 0,021 m² 0,14 x 0,14 m D= 7920 m³/h A= 0,37 m² 1,57 x 0,23 m
D= 2160 m³/h A= 0,10 m² 0,29 x 0,34 m
D= 2231 m³/h A= 0,155 m² 0,22 x 0,70 m
D= 2250 m³/h A= 0,156 m² 0,22 x 0,70 m
D= 3211 m³/h A= 0,15 m² 0,27 x 0,55 m
Hig
h
po
w
er
sta
tio
n
High power station
D= 2306 m³/h A= 0,160 m² 0,23 x 0,70 m D= 2331 m³/h A= 0,162 m² 0,23 x 0,70 m
D= 2406 m³/h A= 0,167 m² 0,24 x 0,70 m D= 3899 m³/h A= 0,18 m² 0,32 x 0,56 m
D= 7740 m³/h A= 0,538 m² 0,77 x 0,70 m
D= 4950 m³/h A= 0,23 m² 0,30 x 0,77 m D= 946 m³/h A= 0,066 m² 0,26 x 0,26 m
D= 7740 m³/h A= 0,538 m² 0,77 x 0,70 m
D= 15480 m³/h A= 0,72 m² 0,77 x 0,93 m D= 14682 m³/h A= 0,68 m² 1,46 x 0,47 m
D= 1046 m³/h A= 0,073 m² 0,27 x 0,27 m
D= 1071 m³/h A= 0,074 m² 0,27 x 0,27 m
D= 1271 m³/h A= 0,088 m² 0,30 x 0,30 m
D= 15480 m³/h A= 0,72 m² 0,77 x 0,93 m
GROUNDFLOOR 0
5
10
15
20
D= 16278 m³/h A= 0,75 m² 1,49 x 0,51 m
N
D= 6106 m³/h A= 0,848 m² 1,21 x 0,70 m
D= 6002 m³/h A= 0,834 m² 1,19 x 0,70 m
D= 100 m³/h A= 0,028 m² 0,17 x 0,17 m
D= 125 m³/h A= 0,035 m² 0,19 x 0,19 m D= 225 m³/h A= 0,063 m² 0,25 x 0,25 m D= 22365 m³/h A= 6,213 m² 4,14 x 1,50 m D= 540 m³/h A= 0,038 m² 0,19 x 0,19 m
D= 1318 m³/h A= 0,038 m² 0,19 x 0,19 m
D= 325 m³/h A= 0,045 m² 0,21 x 0,21 m
D= 473 m³/h A= 0,033 m² 0,18 x 0,18 m
D= 13905 m³/h A= 0,64 m² 1,26 x 0,51 m D= 6327 m³/h A= 0,879 m² 1,26 x 0,70 m
D= 990 m³/h A= 0,069 m² 0,26 x 0,26 m
D= 1791 m³/h A= 0,124 m² 0,19 x 0,65 m D= 25 m³/h A= 0,003 m² 0,06 x 0,06 m
D= 338 m³/h A= 0,023 m² 0,15 x 0,15 m
D= 1318 m³/h A= 0,038 m² 0,19 x 0,19 m
D= 150 m³/h A= 0,021 m² 0,14 x 0,14 m
D= 14026 m³/h A= 0,65 m² 1,21 x 0,54 m
D= 990 m³/h A= 0,05 m² 0,26 x 0,18 m D= 2700 m³/h A= 0,188 m² 0,30 x 0,63 m
D= 2129 m³/h A= 0,148 m² 0,21 x 0,70 m
Hig
D= 2129 m³/h A= 0,10 m² 0,21 x 0,47 m
h
po
w
er
sta
tio
n
High power station
D= 1393 m³/h A= 0,097 m² 0,31 x 0,31 m D= 1418 m³/h A= 0,098 m² 0,31 x 0,31 m
D= 7740 m³/h A= 0,538 m² 0,77 x 0,70 m D= 14682 m³/h A= 1,020 m² 1,46 x 0,70 m
D= 1493 m³/h A= 0,104 m² 0,32 x 0,32 m
Hig
h
po
w
er
sta
tio
n
D= 1493 m³/h A= 0,07 m² 0,32 x 0,22 m
D= 2700 m³/h A= 0,13 m² 0,30 x 0,43 m
D= 14682 m³/h A= 1,020 m² 1,46 x 0,70 m D= 7740 m³/h D= 7740 m³/h A= A= 0,538 0,538 m² m² 0,77 0,77 xx 0,70 0,70 m m
D= 7740 m³/h A= 0,36 m² 0,77 x 0,47 m D= 14682 m³/h A= 0,68 m² 1,46 x 0,47 m
D= 14782 m³/h A= 1,027 m² 1,47 x 0,70 m D= 14807 m³/h A= 1,028 m² 1,47 x 0,70 m D= 15007 m³/h A= 1,042 m² 1,49 x 0,70 m D= 15007 m³/h A= 0,69 m² 1,49 x 0,47 m
D= 7740 m³/h A= 0,36 m² 0,77 x 0,46 m
FIRST FLOOR 0
5
10
15
20
N
D= 5926 m³/h A= 0,823 m² 1,18 x 0,70 m
D= 5752 m³/h A= 0,799 m² 1,14 x 0,70 m
D= 4858 m³/h A= 0,675 m² 0,96 x 0,70 m D= 5029 m³/h A= 0,699 m² 1,00 x 0,70 m D= 5029 m³/h A= 0,230 m² 1,00 x 0,23 m
D= 4515 m³/h A= 0,627 m² 0,90 x 0,70 m
D= 315 m³/h A= 0,044 m² 0,21 x 0,21 m
Storage room
D= 3870 m³/h A= 0,180 m² 0,77 x 0,23 m
D= 3870 m³/h A= 0,538 m² 0,77 x 0,70 m
D= 3375 m³/h A= 0,469 m² 0,67 x 0,70 m
D= 3690 m³/h A= 0,513 m² 0,73 x 0,70 m
D= 1980 m³/h A= 0,138 m² 0,30 x 0,46 m
D= 325 m³/h A= 0,045 m² 0,21 x 0,21 m
D= 6077 m³/h A= 0,844 m² 1,21 x 0,70 m
D= 19982 m³/h A= 0,93 m² 1,21 x 0,76 m D= 6337 m³/h A= 0,290 m² 1,26 x 0,23 m
D= 6337 m³/h A= 0,880 m² 1,26 x 0,70 m
Storage room D= 25 m³/h A= 0,003 m² 0,06 x 0,06 m
D= 5887 m³/h A= 0,818 m² 1,17 x 0,70 m
D= 450 m³/h A= 0,063 m² 0,25 x 0,25 m
D= 4858 m³/h A= 0,675 m² 0,96 x 0,70 m D= 343 m³/h A= 0,048 m² 0,22 x 0,22 m
D= 1029 m³/h A= 0,143 m² 0,38 x 0,38 m
D= 4515 m³/h A= 0,627 m² 0,90 x 0,70 m
D= 150 m³/h A= 0,021 m² 0,14 x 0,14 m
D= 19951 m³/h A= 0,92 m² 1,18 x 0,78 m
D= 5085 m³/h A= 0,240 m² 1,10 x 0,21 m
D= 5085 m³/h A= 0,706 m² 1,10 x 0,70 m
D= 4635 m³/h A= 0,644 m² 0,92 x 0,70 m
D= 3735 m³/h A= 0,519 m² 0,74 x 0,70 m
D= 1980 m³/h A= 0,09 m² 0,30 x 0,30 m
D= 3375 m³/h A= 0,469 m² 0,67 x 0,70 m
Hig
h
po
w
er
sta
tio
n
D= 9504 m³/h A= 0,880 m² 1,26 x 0,70 m D= 1980 m³/h A= 0,138 m² 0,30 x 0,46 m
High power station
D= 75 m³/h A= 0,005 m² 0,07 x 0,07 m D= 100 m³/h A= 0,007 m² 0,08 x 0,08 m
D= 9384 m³/h A= 0,869 m² 1,24 x 0,70 m
D= 175 m³/h A= 0,012 m² 0,11 x 0,11 m D= 175 m³/h A= 0,01 m² 0,11 x 0,07 m
D= 1980 m³/h A= 0,09 m² 0,30 x 0,30 m D= 5023 m³/h A= 0,465 m² 0,66 x 0,70 m D= 5832 m³/h A= 0,540 m² 0,77 x 0,70 m
D= 10045 m³/h A= 0,930 m² 1,33 x 0,70 m
D= 11664 m³/h A= 1,080 m² 1,54 x 0,70 m
D= 9504 m³/h A= 0,44 m² 1,26 x 0,35 m
D= 10145 m³/h A= 0,939 m² 1,34 x 0,70 m
D= 9384 m³/h A= 0,43 m² 1,24 x 0,35m
D= 10170 m³/h A= 0,942 m² 1,35 x 0,70 m D= 10370 m³/h A= 0,960 m² 1,37 x 0,70 m D= 10370 m³/h A= 0,48 m² 1,37 x 0,35 m
D= 11664 m³/h A= 0,54 m² 1,54 x 0,35 m
SECOND FLOOR 0
5
10
15
20
N
D= 6358 m³/h A= 0,883 m² 1,26 x 0,70 m
ventilation opening
150 cm
D= 6401 m³/h A= 0,300 m² 0,93 x 0,32 m D= 8685 m³/h A= 0,400 m² 0,96 x 0,42 m
D= 1372 m³/h A= 0,191 m² 0,64 x 0,30 m
D= 4815 m³/h A= 0,669 m² 0,96 x 0,70 m
D= 1200 m³/h A= 0,167 m² 0,56 x 0,30 m
D= 4455 m³/h A= 0,619 m² 0,88 x 0,70 m
0
D= 720 m³/h A= 0,100 m² 0,32 x 0,32 m
D= 360 m³/h A= 0,050 m² 0,22 x 0,22 m
D= 4635 m³/h A= 0,664 m² 0,92 x 0,70 m
15
D= 686 m³/h A= 0,095 m² 0,32 x 0,30 m
D= 1029 m³/h A= 0,143 m² 0,48 x 0,30 m
cm
ve
nti
la
tio
n
op
en
in
g
D= 6002 m³/h A= 0,834 m² 1,19 x 0,70 m
D= 4095 m³/h A= 0,569 m² 0,81 x 0,70 m
D= 3375 m³/h A= 0,469 m² 0,67 x 0,70 m D= 1980 m³/h A= 0,138 m² 0,30 x 0,46 m
D= 325 m³/h A= 0,045 m² 0,21 x 0,21 m
D= 25 m³/h A= 0,003 m² 0,06 x 0,06 m
D= 6327 m³/h A= 0,879 m² 1,26 x 0,70 m
D= 26309 m³/h A= 1,22 m² 1,26 x 0,97 m
D= 3785 m³/h A= 0,263 m² 0,38 x 0,70 m D= 10852 m³/h A= 0,500 m² 1,26 x 0,40 m
D= 4515 m³/h A= 0,627 m² 0,90 x 0,70 m
D= 150 m³/h A= 0,021 m² 0,14 x 0,14 m
D= 26309 m³/h A= 1,22 m² 1,26 x 0,97 m
D= 8460 m³/h A= 0,390 m² 1,10 x 0,36 m
D= 3785 m³/h A= 0,263 m² 0,38 x 0,70 m D= 3375 m³/h A= 0,469 m² 0,67 x 0,70 m
D= 3960 m³/h A= 0,18 m² 0,30 x 0,60 m D= 3785 m³/h A= 0,18 m² 0,38 x 0,46 m
Hig
h
po
w
er
sta
tio
n
D= 1980 m³/h A= 0,138 m² 0,30 x 0,46 m
High power station
D= 3860 m³/h A= 0,268 m² 0,38 x 0,70 m D= 3885 m³/h A= 0,270 m² 0,39 x 0,70 m D= 3960 m³/h A= 0,275 m² 0,39 x 0,70 m D= 4135 m³/h A= 0,19 m² 0,39 x 0,49 m
D= 72 m³/h A= 0,007 m² 0,08 x 0,08 m
D= 2963 m³/h A= 0,274 m² 0,39 x 0,70 m
D= 3960 m³/h A= 0,18 m² 0,30 x 0,60 m
D= 72 m³/h A= 0,007 m² 0,08 x 0,08 m
D= 2880 m³/h A= 0,267 m² 0,38 x 0,70 m
D= 144 m³/h A= 0,013 m² 0,12 x 0,12 m D= 144 m³/h A= 0,013 m² 0,12 x 0,12 m D= 1296 m³/h A= 0,120 m² 0,35 x 0,35 m
Offices
D= 1132 m³/h A= 0,105 m² 0,32 x 0,32 m
D= 10800 m³/h A= 0,50 m² 1,26 x 0,40m
D= 3163 m³/h A= 0,293 m² 0,42 x 0,70 m
D= 10516 m³/h A= 0,49 m² 1,24 x 0,39 m
D= 3263 m³/h A= 0,302 m² 0,43 x 0,70 m D= 3288 m³/h A= 0,304 m² 0,43 x 0,70 m D= 13658 m³/h A= 0,63 m² 1,37 x 0,46 m
D= 14544 m³/h A= 0,67 m² 1,54 x 0,44 m
THIRD FLOOR 0
5
10
15
20
N
Airgroup library 'warmtewiel' with heat recovery bxhxl 3240x4240x8120 52700 m続/h
Airgroup exhibitionroom 'warmtewiel' with heat recovery 340 bxhxl 2000x4240x7520 38000 m続/h
340
Airgroup coffeeshop 'warmtewiel' with heat recovery bxhxl 1720x2240x6000 16600 m続/h 340
Hig
h
po
w
er
sta
tio
n
High power station
Airgroup study hall & offices 'warmtewiel' with heath recorvery bxhxl 5280x2080x8040 51100 m続/h 440
THIRD FLOOR 0
5
10
15
20
N
Canadian pit
Earth-water vertical heating pump 43 sondes, each 200m depth, 425,86kW
Earth-water vertical heating pump 2 sondes, each 200m depth, 21,70kW
Filter Concrete rainwater tank Prefab using for the vegetation 1 x 15.000L Ø 3,49 x 1,90m (ØxH)
Concrete rainwater tank Prefab 15.000L Ø 3,49 x 1,90m (ØxH)
Canadian pit
Filter Pump
Boiler Heat pump
Earth-water vertical heating pump 10 sondes, each 200m depth, 101,37kW
Filter Air 'w gro b arm u 14 xhx te p kin 00 l w d ie erg x2 l' w 24 0x ith arte 60 he n & 00 at re yog co a ve cla ry s
s
Concrete rainwater tank Prefab 2 x 15.000L Ø 3,49 x 1,90m (ØxH)
Airgroup auditorium 'warmtewiel' with heat recovery bxhxl 2920x4240x7920
Water meter
r ge an p
ch
m
ex
pu
at
at
He
340
Heat pump
Canadian pit
340
He
Pump
Water meter
Concrete septic tank in situ 15.000L 3,40 x 2,90x2,33m (LxBxH)
Bo
ile
r
W ate
rm
ete
r
Concrete septic tank in situ 5000L 2,45 x 2,20x1,50m (LxBxH)
Concrete septic tank in situ 20.000L 4,40 x 3,30x2,10m (LxBxH)
wa te rm
ete r
A 'w irgro b arm u 29 xhx te p sc 20 l w ho ie x4 l' w olre 24 0x ith sta 79 he ura 20 at nt re co ve
ry
Public sewer
Filter
340
Pump
Pumppit
C on cr in et s e x 2 itu se 4, pt 0 40 .0 ic 0 x3 0 ta L nk ,3 0x 2, 10 m (L xB xH )
ile
r
He a
tp
um
p
3
Bo
Concrete rainwater tank Prefab 2 x 15.000L Ø 3,49 x 1,90m (ØxH)
Pumppit
clean cold water
Sewage grey water
Filter Pump Sewage black water
Sewage rain water
BASEMENT sewage plan
Earth-water vertical heating pump 13 sondes, each 200m depth, 125,70kW
Concrete rainwater tank in situ 2 x 20.000L Ø 3,49 x 2,45m (ØxH)
N
Haspel
r Bu
C
Boiler
ffe
oll
ec
to
rs
Pu
m
p
Haspel
Haspel
Haspel
GROUNDFLOOR supply and drains of water plan
Heating system
Underfloor heating Kids playground / Yogaclass / Coffee shop
47
6. DETAILS
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
48
7. WEEKLY REPORTS
Maig12 – Project integration exercises Group A6 - Community skill and cultural centre 31/01/2018
Bardyn Michiel Van Haeverbeek Martha Vanzieleghem Siebe Abderrahmane Remli
70
Vanzieleghem Siebe Van Haeverbeek Martha Bardyn Michiel Remli Abderrahmane Marcelo Blasco Erik Geens Jeroen Da Conceicao Name tutor C Name tutor D
Team Team Team Team Coach Tutor Tutor Tutor Tutor X (X)
X X X X
PRESENT
ACTIONS
X
Remli Abderrahmane Marcelo Blasco Erik Geens Jeroen da Conceicao Marcelo Blasco Peter van Orshoven
Coach Tutor Tutor Tutor Tutor X (X)
ASSEMENT OF THE PROGRESS OF TEAM
I.A.
PRESENTED DOCUMENTS - On paper the adjustments off the fire regulations - The calculations off the compartments and stairs - Sketches for structures - The last Belgian fire regulation on paper.
II.A.
ACTIONS
ACTIONS
1/2
DEADLINE
DEADLINE
MA12_TeamA6_Week03_communityskillandculturalcenter_Progress-Report.doc
WEEKLY CONSULT WITH TUTOR
II.
-
We did some calculations for the compartments We make some changings for the fire regulations; add some stairs and evacuation routes First proposal sketches for structure Reposition the voids Rethinking (stairs / evacuations) and recalculation
PROGRESS ACCORDING TO GENERAL TIMELINE
I.
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
X X
X
Bardyn Michiel Team
X
Van Haeverbeek Martha Team
X X X X Team
CONSULTED
Vanzieleghem Siebe
REPORT AUTHOR
Team
PRESENT
Siebe, Martha, Michiel, Remli
03
WEEK
NAME
-
1/2
DEADLINE
DEADLINE
X X
CONSULTED
ROL
PROGRESS REPORT MA12 TEAM A6 – Community skill and cultural center
FACULTEIT ARCHITECTUUR
Week_03
PRESENTED DOCUMENTS - Four different projects with each the plans, 3D images, sections and elevations. - The last Belgian fire regulation on paper
II.A.
ACTIONS
X
REPORT AUTHOR
02
WEEK
MA12_TeamA6_Week02_communityskillandculturalcenter_Progress Report.doc
WEEKLY CONSULT WITH TUTOR
II.
-
Everyone did bring a proposal building to lay in front of the tutors We arranged a general day to meet in the upcoming weeks
ASSEMENT OF THE PROGRESS OF TEAM
I.A. -
PROGRESS ACCORDING TO GENERAL TIMELINE
I.
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
NAME
ROL
Michiel – Remli – Siebe - Martha
PROGRESS REPORT MA12 TEAM A6 – Community skill and cultural center
FACULTEIT ARCHITECTUUR
Week_02
71
After choosing the project, the tutors added two things: an auditorium for 250 people and a restaurant with full kitchen. There were some rooms too small for being a restaurant, auditorium, bib, … We added a restaurant with full kitchen and an auditorium in the design. Some areas became larger by removing voids and adjustments according to the fire regulations.
III.B.
III.A.
III.
II.C.
II.B
Making of a work scheme plan The added stairs and evacuations routes Some areas became larger by removing voids and adjustments according to the fire regulations. The placement of the auditorium will be on the ground and first floor
To make a fourth compartment on the second and third floor because when you have a void, the level below and above are one compartment. We can use the same stairs when there are two compartment next to each other.
How many entrances and exits do we need How many stairs/ compartments do we need
2/2
MA12_TeamA6_Week03_communityskillandculturalcenter_Progress-Report.doc
- looking to the different structural proposals for our building.
STRUCTURE
Researching: - review the number of the compartment on the second and third floor. - The width of the stairs, doors and corridors - Recalculating the capacity of each compartment
-
FIRE SAFETY & ACCESSIBILITY
WEEKLY PROGRESS
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-
TUTOR’S DIRECTIONS
-
-
DISCUSSED TOPICS & TUTOR’S REMARKS
PROGRESS REPORT MA12 – WEEK 03 TEAM A6 – Community Skill and Cultural Center
2/2 MA12_TeamA6_Week02_communityskillandculturalcenter_Progress Report.doc
We still need to calculate how big the spaces are so we can find out how many occupants and fire exits we need
FIRE SAFETY & ACCESSIBILITY -
WEEKLY PROGRESS
Sometimes the areas are too small Adjustments to the number of stairs and entrances for fire safety. Add another volume to be an auditorium, partly underground?
III.A.
-
-
TUTOR’S DIRECTIONS
-
-
-
-
DISCUSSED TOPICS & TUTOR’S REMARKS
III.
II.C.
II.B
PROGRESS REPORT MA12 – WEEK 02 TEAM A6 – Community Skill and Cultural Center
x
Remli Abderrahmane Marcelo Blasco Erik Geens Jeroen da Conceicao Marcelo Blasco Peter van Orshoven
Team Coach Tutor Tutor Tutor Tutor X (X)
DISCUSSED TOPICS & TUTOR’S REMARKS
II.B
ACTIONS
ACTIONS
DEADLINE
DEADLINE
Marcelo Blasco Erik Geens Jeroen da Conceicao Marcelo Blasco Peter van Orshoven
Coach Tutor Tutor Tutor Tutor X (X)
ASSEMENT OF THE PROGRESS OF TEAM
I.A.
II.B
-
-
-
ACTIONS
ACTIONS
DEADLINE
DEADLINE
1/2
MA12_TeamA6_Week05_communityskillandculturalcenter_Progress Report 23-10-2017.doc
Asking for a seperated sirculation plan showing the fire exits Discussing the Exel fire calculation sheet Trying to find a new way to merge two compartment to use one shaft by deviding half of the number of the users of them. Discussing if the emergency doors should have the same length of the stairs platform. Talking about the strcture choice that the team has made and discussing how it will reshape the facade.
DISCUSSED TOPICS & TUTOR’S REMARKS
The chosen structural proposal The weekly report The new plans with all the adjustments for fire safety Fire safety compartment plan and usage of the units
PRESENTED DOCUMENTS
II.A.
-
WEEKLY CONSULT WITH TUTOR
II.
Refurnish the 3rd floor Solve the sashes problem Recalculate the stairs width Work more on the chosen structure
PROGRESS ACCORDING TO GENERAL TIMELINE
I.
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
x
Remli Abderrahmane
x
X
Bardyn Michiel
Team
X
Van Haaeverbeek Martha
Team
CONSULTED
Team
X X X X Vanzieleghem Siebe
Team
REPORT AUTHOR
NAME
PRESENT
05
WEEK
ROL
-
1/3
MA12_TeamA6_Week04_communityskillandculturalcenter_Progress Report.doc
PROGRESS REPORT MA12 TEAM A6- community skill and cultural center
FACULTEIT ARCHITECTUUR
Week_05
-
-
Flat roof Less toilets, a bit over dimensioned Combine the entrance of the stairs and lifts in one sash so its easily accessible for both attached compartments Insert shafts and technical rooms Platform gives a lot of shadow on the ground floor so make the voids bigger or change the material into laminar glass (privacy?) or make it smaller so it’s just to link the buildings Draw a road next to the floorplans so it’s clear why we have
PRESENTED DOCUMENTS - The 3 structural proposals - The weekly report - The new plans with all the adjustments for fire safety - The Belgian fire regulation on paper
II.A.
-
WEEKLY CONSULT WITH TUTOR
II.
Finalize the position of the stairs and lifts Furnish the restaurant and the kitchen and auditorium Calculate how many toilets Have the 3 structural proposals
ASSEMENT OF THE PROGRESS OF TEAM
I.A. -
PROGRESS ACCORDING TO GENERAL TIMELINE
I.
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
x
X
Bardyn Michiel
Team
x
Van Haaeverbeek Martha
CONSULTED
Team
X X X X
Vanzieleghem Siebe
Team
REPORT AUTHOR
NAME
PRESENT
04
WEEK
ROL
PROGRESS REPORT MA12 TEAM A6- community skill and cultural center
FACULTEIT ARCHITECTUUR
Week_04
72
III.B.
III.A.
III.
II.C.
Need more sashes Need a more detailed fleeing diagram Show axes and dimensions Present 3 different structure preposition even if we have already chosen one. Come ready to the next weeks review with sections and surrounding plan
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-
2/2
MA12_TeamA6_Week04_commun
MA12_TeamA6_Week05_communityskillandculturalcenter_Progress Report 23-10-2017.doc
getting more feedback about the chosen structure and trying to get more reasons to support the choice. Deciding to make the library compartment more transparent by using curtain walls as a facade and hide the columns behind.
STRUCTURE
FIRE SAFETY & ACCESSIBILITY - Recalculating the stairs from the second floor so it will fit the new fire regulation - adding a new kichen service door.
WEEKLY PROGRESS
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-
TUTOR’S DIRECTIONS
2/3 MA12_TeamA6_Week04_communityskillandculturalcenter_Progress Report.doc
Dicided what structural we will use, proposal 1 in combination with 2, so an open and closed building The grid of 5 x 5m changed to 10 x 10m PROGRESS REPORT MA12 – WEEK 04 The cores are on the right places TEAM A6 – Community skill and cultural center
PROGRESS REPORT MA12 – WEEK 04 TEAM A6 – Community skill and cultural center
-
-
STRUCTURE
FIRE SAFETY & ACCESSIBILITY - Recalculate everything beause surfaces have changed a bit, final version
III.B.
WEEKLY PROGRESS
Open and close side of the building Northern light is ideal for the library Make the platform smaller
III.A.
-
TUTOR’S DIRECTIONS
III.
II.C.
the platform (to go over the road)
PROGRESS REPORT MA12 – WEEK 04 TEAM A6 – Community skill and cultural center
Vanzieleghem Siebe Van Haaeverbeek Martha Bardyn Michiel Remli Abderrahmane Marcelo Blasco Erik Geens Jeroen da Conceicao Marcelo Blasco Stéphanie Mangé
Team Team Team Team Coach Tutor Tutor Tutor Tutor X (X)
X X X X
PRESENT
-
-
-
Van Haaeverbeek Martha Bardyn Michiel Remli Abderrahmane Marcelo Blasco Erik Geens Jeroen da Conceicao Marcelo Blasco Peter van Orshoven
Team Team Team Coach Tutor Tutor Tutor Tutor X (X)
II.B
II.A.
II.
I.A.
I.
Vanzieleghem Siebe Team
Finally structural proposal The weekly report The new plans with all the adjustments for fire safety & accessibility The new plans with some adjustments for structure Calculations of ventilation
DEADLINE
1/3
ACTIONS
ACTIONS
X
X
x
DEADLINE
1/7
CONSULTED
DEADLINE
REPORT AUTHOR
08
WEEK
MA12_TeamA6_Week08_communityskillandculturalcenter_Progress-Report.docx
DISCUSSED TOPICS & TUTOR’S REMARKS
-
-
PRESENTED DOCUMENTS
WEEKLY CONSULT WITH TUTOR
Do some changes of last review Calculate ventilation 1 final structural proposal
ASSEMENT OF THE PROGRESS OF TEAM
PROGRESS ACCORDING TO GENERAL TIMELINE
-
X X X X
PRESENT
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
NAME
ROL
PROGRESS REPORT MA12 TEAM A6- community skill and cultural center
FACULTEIT ARCHITECTUUR
ACTIONS
MA12_TeamA6_Week06_communityskillandculturalcenter_Progress Report 23-10-2017.doc
We need doors before the elevatordoors for the fire safety The stair to the basement must be separated from the full stairs. The handicap toilet must be changed to the front of the toilet group or the corridor in the toilet must have a width of 1,20m Solutions for the structure: TT-floor? Welfsels? Wood?
DISCUSSED TOPICS & TUTOR’S REMARKS
Week_08
II.B
All the plans of each level All the fire safety plans Site plan Structural plans A0 with sections (looking to the stairs)
PRESENTED DOCUMENTS
II.A. -
WEEKLY CONSULT WITH TUTOR
II.
-
-
III.C.
III.B.
III.A.
III.
II.C.
Floor type Cooling in the ceiling and heating in the floor The facade of the building must be integrated with the installations Modifications for the shafts and positioning off the toilets (turning) Looking for integrated sun shading in the facade taking into account
Floor type: some sharp corners off the building will be in situ concrete Façade type for the library can be ‘vlakdoek klimaatgevel’ Cooling in the ceiling and heating in the floor Looking for integrated sun shading in the façade taking into account
Fire doors: before the elevators Toilets: one for handicaps, women and men separated Some fire doors in the staircase of the ground floor
Redefining of the direction of the beams and floors, cores must be seen in the façade, Defining height and width with rules of thumb Because of the structure some voids are changed
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2/7
MA12_TeamA6_Week08_communityskillandculturalcenter_Progress-Report.docx
Calculations of the debit and defining the number of air groups
VENTILATION
-
-
STRUCTURE
-
FIRE SAFETY & ACCESSIBILITY
WEEKLY PROGRESS
-
-
TUTOR’S DIRECTIONS
-
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-
2/3
MA12_TeamA6_Week06_communityskillandculturalcenter_Progress Report 23-10-2017.doc
we are starting with the calculation for ventilation drawing the ducts on the plans en calculate the dimensions
BUILDING EQUIPEMENT
getting more feedback about the chosen structure and trying to get more reasons to support the choice. Using a curtain wall for the library and no columns in the facade (because it’s orientated to the north) is an good idea. Looking for another floortype, now we have a TT-floor but that’s not so easy for the ducts. Looking for welfsels. In the other part of the building, we have columns in the façade.
PROGRESS REPORT MA12 – WEEK 04 TEAM A6 – Community skill and cultural center
III.C.
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-
Fire safety is ok, just some small details have to be adjust. Thinking about a new proposal for the structure. Working with no columns in the façade for the library and in the other part we use columns in the façade. Reorganize the toilets for the handicap (just use one toilet)
-
-
ASSEMENT OF THE PROGRESS OF TEAM
DEADLINE
I.A.
ACTIONS
-
STRUCTURE
FIRE SAFETY & ACCESSIBILITY - Put doors before the elevatordoors. When there is fire you can close the doors before the elevator. - Plans: use the same color as the stairs for the sash (and maybe for the elevators) - Stairs for the basement must separated from the full stairs. - The doors for the handicap persons must be 1,20m!!
III.B.
WEEKLY PROGRESS
III.A.
Looking for another structure Fire safety is ok, changes some little details Working on the ventilation
III.
-
TUTOR’S DIRECTIONS
PROGRESS ACCORDING TO GENERAL TIMELINE
X
X
CONSULTED
II.C.
Smaller beams, more columns?
PROGRESS REPORT MA12 – WEEK 06 TEAM A6 – Community skill and cultural center
I.
X
REPORT AUTHOR
WEEK 6
Intermediate Review
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
NAME
ROL
PROGRESS REPORT MA12 TEAM A6- community skill and cultural center
FACULTEIT ARCHITECTUUR
Week_06
73
Van Haeverbeek Martha Bardyn Michiel Remli Abderrahmane Marcelo Blasco Erik Geens Jeroen da Conceicao Marcelo Blasco Peter van Orshoven
Team Team Team Coach Tutor Tutor Tutor Tutor X (X)
Do some changes of last review Calculate ventilation (adjustments because of mistake!) Sewage calculations and drawn on plan Ventilation drawn on plans Changes to the interior of the auditorium Changes of the toilets Research about façade (vlakdoek) Draw façade and different sections
-
DEADLINE
DEADLINE
x
x
1/5
Erik Geens Jeroen da Conceicao Marcelo Blasco Peter van Orshoven
Tutor Tutor Tutor Tutor X (X)
II.A.
Do some changes of last review Sewage calculations and diagram ilusration Shafts access doors drawing Combinig the auditorium’s and the other compatment’s basment Adding more shafts Working on the EPB Definig materials for the inner and exterior walls and floors
-
ACTIONS
ACTIONS
DEADLINE
MA12_TeamA6_Week10_communityskillandculturalcenter_Progress-Report.docx
Plans with rain water tank Structural plans 1/20 structural Details Sewage and water supply scheme and drawn on plan
PRESENTED DOCUMENTS
WEEKLY CONSULT WITH TUTOR
-
-
ASSEMENT OF THE PROGRESS OF TEAM
PROGRESS ACCORDING TO GENERAL TIMELINE
1/3
Marcelo Blasco Coach
DEADLINE
X
Remli Abderrahmane Team
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
(X)
Bardyn Michiel Team
x
Van Haeverbeek Martha
CONSULTED
Team
X X X X Vanzieleghem Siebe Team
REPORT AUTHOR PRESENT
10
WEEK
NAME
I.A.
II.
ACTIONS
ACTIONS
x
CONSULTED
ROL
PROGRESS REPORT MA12 TEAM A6- community skill and cultural center
FACULTEIT ARCHITECTUUR
I.
X X X X
REPORT AUTHOR
09
WEEK
MA12_TeamA6_Week09_communityskillandculturalcenter_Progress-Report.docx
Plans with ventilation routing (first drawings) Structural plans Sections Sewage and water supply scheme and drawn on plan
PRESENTED DOCUMENTS
WEEKLY CONSULT WITH TUTOR
-
ASSEMENT OF THE PROGRESS OF TEAM
PROGRESS ACCORDING TO GENERAL TIMELINE
Week_10
II.A.
II.
I.A.
I.
Vanzieleghem Siebe
Team
PRESENT
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
NAME
ROL
PROGRESS REPORT MA12 TEAM A6- community skill and cultural center
FACULTEIT ARCHITECTUUR
Week_09
74
Auditorium too big for readings only, also for music events Bigger stage in auditorium Basement should be bigger Sanitary scheme should be made differently, more useable with slopes, pumps, taps drawn The façade: curtain wall and vlakdoek doesn’t work, 50% of the light will become heat, and also climate wall makes no sense. Just a curtain wall and an outside sunscreen will do
When an air group is in the cellar, get fresh air from duct that surfaces further away of the building (periscope-like), make high enough. Because the duct goes through the ground there is free cooling in the summer and heats up in the winter. But danger for condensation! Extraction air would blow out through a grid immediately to the outside Sanitary shaft should be wider, very small if there are any problems Also insert secondary ventilation for the sanitary canals There has to be hot water in the disabled toilet + change the layout of the disabled toilet The ventilation shaft in the library should be changed that the duct don’t go immediately into the room, first go over the toilets and then into the room If we use concrete activation core, we need water wells. The slabs can be anything. Use this technic for basic comfort. Cooling will be biggest problem in building. The ducts will be visible but can hide with perforated grid (like Ikea) because 50% has to stay open because of the concrete activation core.
Extra escape doors in the staircase Stairs separated from the cellar Flashover in the façade!!
Round columns instead of rectangular columns
-
III.C.
III.B.
III.A.
III.
II.C.
II.B
Double facade or triple glazing may be pricy but it seem like it’s going to be our only choice to avoide the waist of energy. photovoltaic glass can be a well integrated material to balance the energy consemption. The roof floor can host a row of solar panels,and maybe we should think about parts of it that can be accesible by using gravel roof instead of green roof. The possibility of solving the rain water pipes outside (ducts integrated in the facade) and inside the building (inside the shafts).
More space for the basement by merging all the previous compartments into one. Accessibility to the shafts is now possible Using the triple glazed glass a more durable material against fire
Starting to think about the materials and insolation used in the walls and columns
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-
2/3
MA12_TeamA6_Week10_communityskillandculturalcenter_Progress-Report.docx
A more accurate ducts scheme Added shafts Calculated the sewage/water supply and rain water tank drawn on plan Ducts will be visible as we use concrete activation core
VENTILATION/SEWAGE
-
STRUCTURE
-
-
FIRE SAFETY & ACCESSIBILITY
WEEKLY PROGRESS
-
-
-
-
TUTOR’S DIRECTIONS
-
-
-
Thinking about a motive for every material chosed The negatif impact a double glazing on the energy consemption of the building Discussion about the possibility of using the roof as an active space Discussion about a more effective way for a sun shading system Due to the usage of the curtain wall on the library compartement,we couldn’t have the rain water pipes on the facade.
DISCUSSED TOPICS & TUTOR’S REMARKS -
2/5
MA12_TeamA6_Week09_communityskillandculturalcenter_Progress-Report.docx
Drawn the ducts on the plans (first drawings) Added shafts Calculated the sewage and water supply and drawn on plan Ducts will be visible as we use concrete activation core
VENTILATION/SEWAGE
-
STRUCTURE
-
FIRE SAFETY & ACCESSIBILITY
WEEKLY PROGRESS
-
-
-
-
-
TUTOR’S DIRECTIONS
-
-
DISCUSSED TOPICS & TUTOR’S REMARKS
PROGRESS REPORT MA12 – WEEK 09 TEAM A6 – Community skill and cultural center
III.C.
III.B.
III.A.
III.
II.C.
II.B
PROGRESS REPORT MA12 – WEEK 09 TEAM A6 – Community skill and cultural center
Vanzieleghem Siebe Van Haeverbeek Martha Bardyn Michiel Remli Abderrahmane Marcelo Blasco Erik Geens Lies Van der Straeten Marcelo Blasco Peter van Orshoven
Team Team Team Team Coach Tutor Tutor Tutor Tutor X (X)
WEEKLY CONSULT WITH TUTOR PRESENTED DOCUMENTS - All general plans: foundation, basement with rainwater- and septic tanks, sewage and water supply,… - Structural plans - 5x structural details + 20 proposals of details on a section - plans for fire safety
DISCUSSED TOPICS & TUTOR’S REMARKS - Thinking about a sun shading system - Heating- and cooling system - Good insulated rainwater pipes into the building!
II. II.A.
II.B
ACTIONS
ACTIONS
1/3
DEADLINE
DEADLINE
X X X
CONSULTED
X x
Marcelo Blasco Erik Geens Marcelo Blasco Peter van Orshoven
Coach Tutor Tutor Tutor X (X)
II.B
II.A.
II.
I.A.
X
X
Remli Abderrahmane Team
Did some changes after the review from last week Calculating vertical shaft ventilation Acoustic calculation for auditorium Added 2 technical rooms Drawn drainpipes Worked out the heating and cooling system Sections with ducts in it Make some details (6)
All general plans: foundation, basement with rainwater- and septic tanks, sewage and water supply… Structural plans Ventilation plans 6x structural details + 20 proposals of details on a section
-
ACTIONS
ACTIONS
1/2
DEADLINE
MA12_TeamA6_Week12_community-skill-and-cultural-center_Progress-Report.docx
DISCUSSED TOPICS & TUTOR’S REMARKS
-
-
PRESENTED DOCUMENTS
WEEKLY CONSULT WITH TUTOR
-
ASSEMENT OF THE PROGRESS OF TEAM
PROGRESS ACCORDING TO GENERAL TIMELINE
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
DEADLINE
X
X
Bardyn Michiel Team
X Van Haeverbeek Martha
CONSULTED
Team
X X X X Vanzieleghem Siebe
Team
REPORT AUTHOR NAME
PRESENT
12
WEEK
ROL
PROGRESS REPORT MA12 TEAM A6 – community skill and cultural center
FACULTEIT ARCHITECTUUR
Week_12
ASSEMENT OF THE PROGRESS OF TEAM - Did some changes after the feedback from last week - Reworking, recalculating and redrawing the ventilation cannels - Working on the EPB-software - Calculate the dimensions of the rainwater- and septictanks
I.A.
X
REPORT AUTHOR
11
WEEK
MA12_TeamA6_Week11_community skill and cultural center_Progress Report.doc
PROGRESS ACCORDING TO GENERAL TIMELINE
I.
I.
X X X X
PRESENT
= Present at discussions with tutors; Author of Report; Consulted tutor/coach; = partly present in studio
NAME
ROL
PROGRESS REPORT MA12 TEAM A6 – community skill and cultural center
FACULTEIT ARCHITECTUUR
Week_11
75
BUILDING ENVELOPPE, EPR - All windows must be drawn separately, not as one surface - It’s maybe a better idea to put the library and sashes into the software - Searching an other glass type, maybe double glass instead of triple glass if we find a double glass type that has a Uf of 1,1
CONSTRUCTION (VENTILATION / SEWAGE) - Auditorium: using the space under the seating as storage room, the space is to big just for using as pulsion. - Extraction of the auditorium drawing in one line - A rainwater tank can be make in situ but it is much cheaper to split them. - How to connect the septic tanks to the sewage system?
STRUCTURE - How to integrate the rainwater pipes into the structure? The pipes are not visible in the façade. They are in the building
FIRE SAFETY & ACCESSIBILITY - No comment on the fire safety plans during the review
WEEKLY PROGRESS
TUTOR’S DIRECTIONS - Drawing more sections with integration of the ventilation and the pipes - Thinking about a heating- and cooling system - Recalculating the occupation of the kindergarten or giving an other function to the room
III.F.
III.E.
III.D.
III.C.
III.B.
III.A.
III.
II.C.
Acoustic calculation good: but at 50% occupation we need to add absorption material Heating with air good, just low speed Change the location of the high tension cabine
No comment on the structure
No comment on the EPB
Thinking about acoustic solutions in the library and the auditorium
-
-
2/2 MA12_TeamA6_Week12_community-skill-and-cultural-center_Progress-Report.docx
Curtain wall connection The glass type of the curtain wall should be changed in the west, east and south facades 3/3 Spacing between curtain wall and the floors should be 10cm Connection of the passive window MA12_TeamA6_Week11_community in the corten steel façade skill and cultural center_Progress Report.doc In the corten steel façade instead of PUR it will use mineral wool
ARCHITECTURAL DETAILLING
-
BUILDING EQUIPEMENT
-
Heating with air Underfloor heating: calculate the collectors and heating pump (earth/ground) - Water meter can be in cellar - Pump pit place closer BUILDING ENVELOPPE, EPR
-
CONSTRUCTION (VENTILATION / SEWAGE/HEATING)
-
STRUCTURE
- No comment on the fire safety plans
FIRE SAFETY & ACCESSIBILITY
WEEKLY PROGRESS
-
-
TUTOR’S DIRECTIONS
2/3 MA12_TeamA6_Week11_community skill and cultural center_Progress Report.doc
ARCHITECTURAL DETAILLING - The first 5 details are OK - No insulation under the foundation plate - How to attach the glass wall to the cellular concrete? - Don’t draw reinforcement in beams
PROGRESS REPORT MA12 – WEEK 12 A6 – COMMUNITY SKILL AND CULTURAL CENTER
III.F.
BUILDING EQUIPEMENT - Thinking about acoustic solutions in the library and the auditorium PROGRESS REPORT MA12 – WEEK 11 A6 – COMMUNITY SKILL AND CULTURAL CENTER
III.E.
III.D.
III.C.
III.B.
III.A.
III.
II.C.
PROGRESS REPORT MA12 – WEEK 11 A6 – COMMUNITY SKILL AND CULTURAL CENTER