3rd semester drawings
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Transcript of 3rd semester drawings
DWREF.REF.
AN-12(205)22
1North1
AN-9(205)191East
1
AN-9(205)19 2
West
1
AN-12(205)22
2South1
12.23
101.52
201.54
6
Legend:
TTS
Address:Sletten 41, Holstebro 7500All the dimensions are in metres.Plot area: 14219 mFactory area:2432 mOffice area: 427 mPlot ratio: 20% which is smaller than regulation 45%
2
-0.145 level
2
2
Perimeter drainRain water
90.9
149818
14.6
19.61
141
141
142
142
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 200
VIA Windows and Door Factory
Site plan
Rokas Ostasevicius
17/11/2011
AN-11(105)26
CAHS31
Horsens
AN-11(105)26
02 Groundfloor, terrain0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
00 Foundation-900
I00 Foundation-900
I
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
Food for foudation-1200
IFood for foudation-1200
I
22
0.000
0.800
6.800
9.600
10.611
3.000
2.113 2.145
0.000
3.165
-0.710
2.652
3.212
4.550
1000 315315630 63044014428 2877 9408 3159138
6.800
0.800 0.800 0.800
6.800 6.800
4.657
2.113
6.800
6.423
9.073
9.600
6.767 6.7116.925
6.7676.925
2.133
-0.150-0.150
AN-15(210 01)21
AN-1(200)33
AN-15(215)29
AN-1(200)5
AN-15(2ET)35
AN-15(215)30
Factory foundation:U-value:Actual:0.12W/mkDemand:0.12W/mk
CONSTRUCTIONInsulation 200mmFoundation 150x800mmFoot for foundation 300x600mmPerimeter pipe Ø80mm
Factory external wall:U-value:Demand:0.25W/m2kFire requirementsActual:R60Demand:R60
CONSTRUCTIONInner layer 150mmInsulation 200mmOuter layer 100mm
Factory roof:U-valueActual:0.23W/m2kDemand:0.15W/m2kFire requirementsActual:EI30Demand:EI30
CONSTRUCTIONInsulation150mmTTS 1020mm height50mmthickness
Office roof:U-value:Demand:0.10W/m2kFire requirementsActual:EI30Demand:EI30
CONSTRUCTION25mm wood woolDPM350mm insulation15mm plywoodRoofing feltPlywood windboardAloy capeBitumin tapeFlexible groove
Factory floor:U-value:Demand:0.15W/mk
CONSTRUCTIONConcrete 100mmInsulation 150mm
Office foundation:U-value:Actual: 0.14W/m2kDemand:0.12W/m2k
CONSTRUCTIONFoundation 150x800mmFoot for foundation(reinforced) 300x600Insulation 150mm
Office floor:Actual: 0.14W/m2kDemand:0.10W/m2k
CONSTRUCTIONFloor slab 150mmInsulation 100mm
Office external wall:U-value:Demand:0.15W/m2kFire requirementsActual:R30Demand:R30
CONSTRUCTION12.5 mm Gypsum12.5 mm OSB plate45 mm insulation45x45 mm battensDPM250 mm insulation45x250 mm rafterRoof anchorWindboardDistance strips/ventilationExterior cladding
LEGEND:
Concrete
Earth
Gravel
Wool insulation
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 50
VIA Windows and Door Factory
Section A-A
Rokas Ostasevicius
17/14/11
AN-13(2KL)34
31
Horsens
AN-13(2KL)34
1 : 50Detail 1 Section A-A Rokas
400
1313
4525
013
4522
8
4
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 5
VIA Windows and Door Factory
Connection between wooden wall elements
Rokas Ostasevicius, Svanur Thor Brandsson
11/17/11
AN-15(205 01)41
31
Horsens
AN-15(205 01)41
1 : 5Connection between wooden wall elements
14
1. 12.5 mm Gypsum2. 12.5 mm OSB plate3. 45 mm insulation4. 45x45 mm battens5. DPM6. 250 mm insulation7. 45x250 mm rafter8. Roof anchor9. Windboard10. Distance strips11. Exterior cladding12. Glue for wood13. Sikaflex14. ETB15. Ventilation gap16. Roof anchor
1 2 3/4 5 67
910
11
13
12
15
16
03 1 Floor3000
IV 03 1 Floor3000
IV
I
363
15 251 12 2545
455
25
410
20
101
15
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 5
VIA Windows and Door Factory
Office wall to roof
Rokas Ostasevicius
17/14/11
AN-15(2ET)35
CAHS-31
Horsens
AN-15(2ET)35
1 : 5Office wall to roof Rokas
External wall:1. 12.5 mm Gypsum2. 12.5 mm OSB plate3. 45 mm insulation4. 45x45 mm battens5. DPM6. 250 mm insulation7. 45x250 mm rafter8. Roof anchor9. Windboard10. Distance strips/ventilation11. Exterior cladding
Roof:12. 25mm wood wool13. DPM14. 350mm insulation15. 15mm plywood16. Roofing felt17. Plywood windboard18. Aloy cape19. Bitumin tape20. Flexible groove
1
2
3
4
6
5
7
8
9
10
11
12 13 14 15 16
17
18
20
PRODUCED BY AN AUTODESK STUDENT PRODUCTP
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02 Groundfloor, terrain0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
I
363
02 Groundfloor, terrain0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
22
1000
3184
02 Groundfloor, terrain0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
1819
2400
3184
1212
1212
02 Groundfloor, t0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
1718
2400
3184
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 20
VIA Windows and Door Factory
Summery wood elements
Rokas Ostasevicius
11/17/11
AN-15(205 01)39
31
Horsens
AN-15(205 01)39
1 : 20Summery wooden elements 8
1 : 20Summery wooden elements 7
1 : 20Summery wooden elements 6
1 : 20Summery wooden elements
Number of elements: 1 Number of elements: 1 Number of elements: 4
Module 1 Module 2 Module 3
02 Groundfloor, terrain0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
V
363
3400
100.00°02 Groundfloor, terrain0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
15 16
Section 7
---Section 7
---
2250
3400
1812
2142
02 Groundfloor, terrain0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
Office roof6000
IVOffice roof6000
IV
1000
6184
02 Groundfloor, terrain0
III02 Groundfloor, terrain0
III
03 1 Floor3000
IV03 1 Floor3000
IV
Office roof6000
IVOffice roof6000
IV
2400
6184
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 20
VIA Windows and Door Factory
Summery wood elements sloping wall
Rokas Ostasevicius
11/17/11
AN-15(205 01)40
31
Horsens
AN-15(205 01)40
1 : 20summery wooden elements 2
1 : 20Summery wooden elements 1
1 : 20Summery wooden elements 5
1 : 20Summery wooden elements 4
Number ofelements: 5
Number of elements: 1
Number of elements: 1
Module 4 Module 5 Module 6
75 250 180
400
600
600
600
600
600
600
600
600
600
348
230
1200
1200
900
1200
1200
217
2930
3217
The
dis
tance
sbetw
een
pfe
ifer
boxe
s,th
em
easu
rem
ents
are
take
nfr
om
wire
tow
ire.
SP
A-N
-06-3
80
SP
A-1
-10-3
60
7000
651
6147
202
Tota
lhig
htofth
eele
ment
Tota
lhig
htofth
eele
ment
Thickness of different layers
108
252
439
TP
A-F
Xlif
ting
anch
or,
pitc
hin
gre
info
rcem
ent,
additi
ona
lrein
fore
cem
ent
for
pull
A505
Total thickness
B
Insulation
Concrete
SPA-N-06-380
SPA-1-10-360
TPA-FX 17,0-40
Pitching reinforcement
Additional reinforcement for pull
Colour boundry
Form impression (smooth)
Exposed
Rough cast
No demand
LEGEND:
202
6147
651
140 1052 1052 140
290 300 302 300 602 300 290
230
300
2394
150
2554
300
219
285 1814 285Horizontal TPA-FX 17,0-40 lifting anchors
TTS bottom cut outs
TTS top cut outs
SPA-N-06-380
SPA-1-10-360
SP
A-1
-10-3
60
1680
2788
1679
230
1200
1200
900
1200
1200
217
Vert
icalT
PA
-FX
17,0
-40
liftin
ganch
ors
SP
A-N
-06-3
80
5177
970
2384
7000
520 142 1061 142 520
3276
3724
1192 1192Center of gravity Y axis
TT
Scu
tout
Cente
rofgra
vity
Xaxi
s
A
B
2384Total element width
Tota
lele
menthig
ht
Hig
htdiff
ere
nce
betw
een
laye
rs
A
B
650
75 250 180
505
150
10
117
75
10
20 25
20 120 310
75 250 180
505
180
250
75
505
30
53
74
53
55
45
30
8 2
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
Asindicated
Tendering
element drawing
Rokas Ostasevicius
01/03/12
FPNx34(205)002
31
FPNx34(205)002
Elementcross section
1 : 203
Element
1 : 104
Details
HALFEN - Sandwich panel anchor type SPACalculation program SPA, Version 2.89
07.12.2011
Project:Designer:Company:
Concrete factoryRokas OstaseviciusBEARS elements
Position:Remarks:
1.0
View outer skin:
238
14 105 105 14
29303030 60 3029
700
20
120
120
180
120
120
20
2030
285
15
300
3020
Cross section:
rs
8 25 18
36
65
Element dimensions:
Length of outer skin : 238,0 cmHeight of outer skin : 700,0 cmThickness of outer skin : 7,5 cmThickn. of thermal insulation : 25,0 cmThickn. of load-bearing panel : 18,0 cm
Weight of outer skin : 31,2 kNWeight of outer skin : 75,0 kNTotal weight : 106,2 kN
Number of openings : 0Number of strengthenings : 0Number of openings l.-b. panel : 0Number of openings outer skin : 0
Coord. centre of gravity Xs : 119,0 cmCoord. centre of gravity Ys : 350,0 cm
Maximal distance emax 400,0 cmPanel turned Yes F max = 6,25 kN
Additional reinforcement:
SPA-1: r = 1 ø 8 x 700 ; s = 1 ø 10 x 700
5 x SPA-1-10-360, Fv <= 6.4 kN(Best.-Nr.: 0270.010-00016 )
5 x SPA-1-10-360, Fv <= 6.4 kN(Best.-Nr.: 0270.010-00016 )
18 x SPA-N-06-380, F(d/z) <= 4.5 kN(Best.-Nr.: 0274.040-00003 )
1AT
50
0
2384
65
00
2A
3001784300
2384
50
01
27
55
22
5
50
0
400
40
00
25
00
3AT
1984
2384
4A
400
30
00
40
00
2384
1984
6A
50
06
50
0
23847A
744912728
50
04
35
52
14
5
2384
50
06
50
0
8ATC2902
9ATC
50
06
50
0
2902
1AT
50
0
2384
65
00
2A
3001784300
2384
50
01
27
55
22
5
5AT
50
04
38
72
11
3
439 1512 433
2384
6A
50
06
50
0
23847A
744912728
50
04
35
52
14
5
2384
50
06
50
0
8ATC2902
9ATC
50
06
50
0
2902 6A
50
06
50
0
2384
2A
3001784300
2384
50
01
27
55
22
5
7A
744912728
50
04
35
52
14
5
2384
2A
3001784300
2384
50
01
27
55
22
5
6A
50
06
50
0
23847A
744912728
50
04
35
52
14
5
2384
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 50
VIA windows and doors
Amount of elements
Rokas OStasevicius
12/25/11
FPNx34(205)005
31
FPNx34(205)005
1 : 50
1AT1
1 : 50
2A2
NORTH ELEVATION
1 : 50
3AT3
1 : 50
4A4 1 : 50
6A5 1 : 50
7A6 1 : 50
8 ATC7 1 : 50
9ATC8
15 stk 7stk 1stk 1stk 8stk 1stk 1stk 1stk
SOUTH ELEVATION
1 : 50
Copy of 1AT9
1 : 50
Copy of 2A10
1 : 50
Copy of 5AT11 1 : 50
Copy of 6A12 1 : 50
Copy of 7A13
1 : 50
Copy of 8 ATC14 1 : 50
Copy of 9ATC15
16stk 6stk 1stk 9stk 1stk 1stk 1stk
1 : 50
Copy (2) of 6A16
WEST ELEVATION
2stk 6stk 1stk1 : 50
Copy (2) of 2A17 1 : 50
Copy (2) of 7A18
EAST ELEVATION
1 : 50
Copy (3) of 2A19 1 : 50
Copy (3) of 6A20 1 : 50
Copy (3) of 7A21
2stk 5stk 2stk
TOTAL ELEMENTS: 88
TOTAL DIFFERENT ELEMENTS: 9
PRODUCED BY AN AUTODESK STUDENT PRODUCTP
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-
-
--- -
-
-
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
10
10
11
11
12
12
13
13
14
14
15
15
16
16
17
17
18
18
19
19
20
20
21
21
22
22
23
23
24
24
25
25
26
26
27
27
28
28
29
29
30
30
31
31
32
32
33
33
34
34
35
35
A A
B B
C C
D D
E E
F F
G G
H H
I I
J J
36
36
1 (9atc)
2(6
a)
3 (6a)
88
(6a
)
5 (1at) 6 (2a) 7 (1at) 8 (6a) 9 (1at) 10 (2a) 11 (1at) 12 (6a) 13 (1at) 14 (2a) 15 (1at) 16 (7a) 17 (1at) 18 (2a) 19 (1at) 20 (6a) 21 (1at) 22 (6a) 23 (1at) 24 (2a) 25 (1at) 26 (4a) 27 (3at) 28 (6a) 29 (1at) 30 (2a) 31 (1at) 32 (6a) 33 (1at) 34 (6a) 35 (1at) 36 (2a) 37 (8atc)
38
(7a
)3
9(6
a)
40
(2a
)4
1(6
a)
42
(6a
)4
3(6
a)
44
(2a
)4
5(6
a)
46
(7a
)
47 (9atc)48 (2a)49 (1at)50 (6a)51 (1at)52 (2a)53 (1at)54 (6a)55 (1at)56 (6a)57 (1at)58 (7a)59 (1at)60 (6a)61 (1at)61 (6a)62 (5at)63 (6a)64 (1at)65 (2a)66 (1at)67 (6a)68 (1at)69 (2a)70 (1at)71 (6a)72 (1at)73 (2a)74 (1at)75 (7a)76 (1at)77 (2a)78 (1at)79 (6a)80 (8atc)
87
(2a
)8
6(6
a)
85
(6a
)8
4(7
a)
83
(2a
)8
2(6
a)
81
(6a
)
1AT 2A 3AT 4A 5AT 6A 7A 8ATC 9ATC
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
VIA windows and doors
Erection plan
Rokas Ostasevicius
12/25/11
FPNx34(205)006
31
FPNx34(205)006
1 : 100
Ground Floor1
1 : 100
Section12
NORTH
WE
ST
EA
ST
SOUTHLayout of the elements Corner connection Temporary bracing Temporary bracing must be placeddirectly upon erection and must notbe removed until the building is stable.All elements must be equipped with double support.The support are fixed to the elements and into the floor, with bolts.
TOTAL ELEMENTS: 88
TOTAL DIFFERENT ELEMENTS: 9
PRODUCED BY AN AUTODESK STUDENT PRODUCTP
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DWREF.REF.
AN-12(205)22
1North1
AN-9(205)191Ea
st1
AN-9(205)19 2
We
st1
AN-12(205)22
2South1
IN IN
IN
IN
IN
IN IN
IN IN
IN IN
IN IN
ININ
IN
IN
IN
IN
IN
IN
IN
IN
IN
IN
IN X5 Working areaØ200412m3/h3,5m/s vellocity
IN
IN
IN
IN
IN
X2 CanteenØ3151238m3/h4,5m/s velocity
X16 ProductionareaØ315mm1735 m3/h6,5 m/2 velocity
X1 Office toiletØ125205m3/h4,5m/s
X6 Changign roomsØ250783m3/h4,5 m/s velocity
IN
X2 Painting roomØ3151720 m3/h6,5 m/s velocity
Office area - 2062 m3/hCanteen - 2476 m3/hOffice toilet - 205 m3/hChanging rooms - 4700m3/hProd. are - 26 025 m3/hPainting room - 3441 m3/h
Total: 38 909 m3/h
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX EX
EX
EX
EX
EX
EX
EX EX
EX
EX EX
EXEX
EX EX
EXEX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
IN
EX
EX
EX
ININ
ININ
Working area281.72 m2
Canteen68.64m2
Changing rooms 133.2 m2
Productionarea 1986.6m2
EX
X20 ProductionareaØ3151369m3/h4,5m/2 velocity
EX
EX
EX
EX
EX
X1 Office toiletØ125205m3/h4,5m/s
X14 ChangingroomsØ160335m3/h4,5m/s velocity
X4 PaintingroomØ200860m3/h6,5 m/svelocity
X5 CanteenØ200495m3/h4,5m/s velocity
X6 Working areaØ160343m3/h4,5m/s velocity
Technical room 44.69 m2
Painting room 86.9m2
IN EXPipe goes up throught thetechnical room ceiling up tofactory ceiling
All the pipes in the production areaare up to the factory ceiling. In otherrooms like changing room, canteen,working area etc. pipes goes up tothat room ceiling
Pipe goes down into thepainting room
Ventilation unit:AERO Modulaggregat From EXHAUSTO
44.69 m2
Directors office29.14 m2
3.8 m2
Toilet 5.7 m2
3.7 m2
9.39 m2
PROJECT:
SUBJECT:
DRAWN BY:
SCALE:
CLASS:
DATE:
UNIVERSITY COLLEGESCHOOL OF TECHNOLOGY AND BUSINESS -
1 : 100
Windows and Door Factory
Ventilation plan
Rokas Ostasevicius
09/28/11
AN-11(325)25
CAHS31
Horsens
AN-11(325)25
1 : 100Groundfloor ventilation plan
Ø3
15
Ø3
15
Ø6
30
Ø8
00
Ø8
00
Ø8
00
Ø1
00
0
Ø1000
Ø315
Ø315
Ø315
Ø315
Ø315
Ø315
Ø315
Ø315
Ø3
15
Ø315
Ø4
00
Ø4
00
Ø315
Ø315
Ø315
Ø315
Ø315
Ø4
00
Ø3
15
Ø315
Ø3
15
Ø3
15
Ø400
Ø3
15
Ø3
15
Ø315
Ø315
Ø315
Ø315
Ø315
Ø4
00
Ø5
00
Ø5
00
Ø3
15
Ø3
15
Ø4
00
Ø5
00
Ø6
30
Ø630 Ø1000Ø800
Ø2
00
Ø2
00
Ø315 Ø315
Ø4
00
Ø315
Ø4
00
Ø4
00
Ø3
15
Ø3
15
Ø400
Ø5
00
Ø6
30
Ø6
30
Ø1
60
Ø1
60
Ø315
Ø2
50
Ø1
60
Ø1250
Ø400
Ø3
15
Ø5
00
Ø5
00
Ø6
30
Ø160
Ø1
60
Ø315 Ø400 Ø400
Ø4
00
Ø5
00
Ø5
00
Ø1
60
Ø1
60
Ø1
60
Ø6
30
Ø400Ø315Ø160
Ø630
Ø1250
PRODUCED BY AN AUTODESK STUDENT PRODUCTP
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