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Drawings
- 1. 347/1
347/2
347/3
1921/8
349/7
413/2
413/1
PEREC
349/6
B
54,3%
13170
60340
19940
45060
36210
2490
23640
10470
32960
9400
14700
A
15050
20140
15150
5060
8900
54,3%
54,3%
54,3%
D2DN70
D3
D1DN70
DN100
DN100D4
D5DN90 3,1%
3,1%
2,0%
2,0%
PT=-1,310
UT=-1,310
PT=-1,310
UT=-1,310
PT=-0,170
PT=-0,170
DN
80
DN
100
DN
300
MIESTO NAPOJENIA NA
DN7533490
13320
DN 75
590
4350
1000
8730
1450
DN 150
MIESTO PRIPOJENIA NA
LEGENDA
OBJEKTY
OPLOTENIE
DN150
DN100
DN100
DN100
DN100
DN100
DN150
D
H
E
HRANICA POZEMKU
VSTUP DO OBJEKTU
D
D
F
12345678910
ORL
DN100
G
C
E
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:200
BIELY MLYN
1
35,0%
- 2. 4140
1150
B01 B01 B01
B01
STENY 700mm
B02
B02
B03
B03
B04
B04
B05
B05
B12
B06
B06
B07
B08
B08
B09
B09
B01
B01
B10
B01
B12 B06
B06 B02
B11
B12
B13
B14
B14
B14 B14
B14B14B14
B14
B13
B13
B13
B13B13B13
B25
B25
B25
1.01
1.02
1.03
1.04
1.05
1.061.07
1.09
1.08
B15
B15
B16 B16 B16
B16
B17 B18
B19
B23)
B22)
B17
B18
B19
B20
B20
B21
B21
B22 B23
B22
B23
PR4
parametreOzn.
300x700x300
(mm) (mm)
0
PR1
PR2
PR3 0300x150x300
100x300x100
200x300x200 0
0
1
1
1
1PRIERAZ STENOU
PRIERAZ STENOU
PRIERAZ STENOU
B24
B24
B24
B25
B13
B13
B13
B26
B26
1.05
1.07
1.06
1.08
1.02
1.01
1.03
1.04
Ozn.
VSTUP
SILO
1.09 SKLAD
S
SKLAD OBILIA
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
2
B24
S
5640 1000 2890 1000 2980 1000 5640
20140
96010006990
13170
900 560 700 1820 1200 700 720 700 370 830
20140
20607001900500282028001480
13170
1500(900) 1500(900) 1500(900)
2000
600(1700)600(1700)
750(1750)750(1750) 750(1750)
2300
10003210
500
500(1800)
1500(900)
100200
300
B02
B01
200
1200 440 1080 4000 1200 1890 1200 630
750(1750) 750(1750) 750(1750) 750(1750)750(1750)2450(50) 2450(50)2450(50)2500
700
230 100 230
700
220
2430
220
3410
220
700
3160
380
2880
200
7960700
10640
3630
220
2430
220
700700
3580
6500
770 3740 700
7002100
900
220
45003002800
70028003500700
6500
70025502550
17001140
2020
B07
32003200
B07
200
1000400
2000
16409001310
300
20002020
700
4970
300
16909001970700
2000
3540
1002500
B10 1000 870
2020
220
4350400
300
1750 900
2000
1410
4570
300 2800
300
2820
230
5050
230
3740
230
300
900
B11
700 2400 700 3400 700 4000 700 3800 700 2330 700
300
2800
300
4300
200
4000
200
4860
150
2730 300
1200 900 700 300 1650 900 1250
2000 2000B14
120
120
8902330
40
B27
B27
- 3. B01 B01
B08
B02
B01
B01
ZIEB KROVU
B02
B03
B04
B05
B06
B07
B09
B10
B11
B12
B13
B08
B03
B03 B09
B01
B10
B11
B14
2.03 B12 2.02
B04
2.01
B14
2.04
B13B13B13
B13
B13
B13B13B13
B13 B13B05
B05 B05 B05 B05 B05 B05
B05 B05 B05 B05B05
B06
B06B06
B07 B07
B07
B07
B07
B07
B07
B07
B02
B14
B12B12
B25
B15
S
S
2.02
2.01
2.03
2.04
Ozn.
SKLAD VRIEC
SKLAD
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
3
9530 1000 3020 1000 5640
20140
96010006990
13170
19101000210010007160
13170
20140
1500(900) 1500(900)
1500(900)
1500(900)1500(900)
+3,250
100 200
19960
10003210
1500(900)
2850
200
4230
200
2480
200 100 200
3220
200 100
+3,250
1100 340 1200 1730
2000
1200350
1000(900)1000(900)
700
230
3740
230
700
220
2430
220
3410
220
700
3160
380
2880
200
7960700
10640
700
3630
220
2430
220
700700
3580
6500
740 3740 700
700
760 2100
B13
B11
9002100
900
24101590
150
4880
150100
5180
7940 1700 1000 2170 1000 2010 1000 2330
1500(900)
1000
1500(900) 1500(900) 1500(900)
45003002800300
7006500
30001100600
2000
6500
7004001100260011001300700
20002020
120
120
2660
B16
B16
- 5. DVOJSKLO, Ug f
PARAPET=900mm
Ug f
g
Uf
g
Uf
1.01
1.07
1.091.02
1.05
1.04
1.06
1.08
V
1.03
PARAPET=50mm, Ug f
g
Uf
Plocha
1.05
1.07
1.06
1.08
1.02
1.01
1.03
1.04
Ozn.
Stena[m]
Podlaha
Ozn. Druh
podlahy
Strop
25,06
11,67
10,08
13,49
85,28
215,02
12,90
13,68
14,57
3,000
3,000
3,000
2,400
1.09 16,03
BAR
2,400
3,000
3,000
3,000
3,000
P2
P2
P2
P1
P2
P1
P1
P1
P1
S SCHODISKO 7,91 - P3
SKLAD KU KUCHYNI
V 4,43 - - --
Ker. sokel 1,7m
-
-
-
Ker. sokel 0,1m
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
5
S
g f
2340 1230 820
2090
250
1230 820
28601230820
8201230
250
2120
5780 1000 2970 1000 3060 1000 5780
20340
100010007130
13370
1080 2200 780 2200 1940 4000 780 3800 780 2200 970
20340
22007001940700296028001680
13370
1500(900) 1500(900) 1500(900)
2000
600(1700)600(1700)
750(1750)750(1750) 750(1750) 2450(50)2450(50)
50
1200
50
1200
50
1200
5050
2100
50 50
1700
50
23807403850420
420 390
260
2200
120
180
440 2200 300
180
730 740 4000 740 3800 560
180
2200
150
390 420
420 2890
180
2930
180
5040
180
2700 420
720
180
1680 900
180
2580 1700 760
180 190
3540 1590
180
2700350
2000 2020 2500
420 2800
230
4000
230
3910
230
3740
230
3710 820
79407402980
190
1680
190
1900420
420
3730
190
190
1480
190
15230
5470
420420880
180
1500
220
740
220
2430
220
2120
220
820
250
1040
64704204960740
158014101530
150
400
4950
4970
1410
190
1930
190
2800
3520
2110
700320
2020
240
700
2020
2300
900
2202020
350900
250220
2020
N01
N02
N03
N01 N01 N01
N02
N03
N04
N04
N02
N04
N05
N06
N07
N06
N07
N02
N08
N08
N09
N09
N08
N09
N10
N10
N11
N10
N11
N10
N12N13
N11
N12
N13
N14
N09
N09
N09
N09
N15
N15
N15
N15
N16
N16N16
N16 N16
N16
N17
N17 N17 N17N18 N19
N18
N19
N20
N22
N21
N20
N21
N22
N23
N23
N23
N23
N23N23
N23
N23
N23 N24
N25
N24
N24
N24N24
N24
N24
N24
N24
N24N24
N24 N24 N24
N14
N14
N14
N14
N25N25
N25N25
N26
N26
N26
N27
N27
N05
N02
N09
N09
+1,800
10003310
500
500(1800)
900890
1500(900)
11001070
2000
2500
2000
- 6. 2.01
2.03
2.02
V
Ug f
hr.=250mm
=1050x1700mm
g
Uf
ROZMERMI 180x200mm
S
N01 N01
N09
N09
N09
N01
N02
N02
N01
N01
N01
N03
N05
N04
N03
N04
N05
N06
N06N06
N06
N07
N06 N06
N06
N06
N02
N02
N02N06 N06
N08
N09
N10
N10
N10
N10
N09 N09 N09
N09 N09 N09 N09
N11
N11
N12
N12 N12 N12 N12
N01
N13
N13
N13
N13
N14
N14
N15
N08 N16
N14
N15
N16
N17
N17
N18
N18
N19
N19
N07
N07
N20
N21
N21
N22
N22
Plocha
2.03
2.01
2.04
Ozn.
Stena[m]
Podlaha
Ozn. Druh
podlahy
Strop
63,97
218,25
60,29
44,24
2,700
2,700
2,700 P1
P1
P1
S SCHODISKO 7,91 - P3
V 4,43 - - -- -
-
-
20,68 2,200
2.02 15,57 2,000 P1
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
6
2080 1230 820
2090
250
1230 820
26001230820
8201230
250
2120
26407405100
260
79407406870420
9670 1000 3060 1000 5780
20340
10001000328010002930
13370
20501000218010007300
13370
20340
8560 1500 300 1500 1140 1500 300 1500 4120
1500(900) 1500(900)
750(900)
1500(900)1500(900)
1500(900)1500(900)
750(900) 750(900) 750(900)
+4,950
+3,300
+3,300
2800 3820 740
150
2220
230
340
230
3710
230
420
400
820330 1100
2000
270
270
7020 300
230
3980
230
4620
230
3170
270
270
5630
150
12480
270
270
7020
300 230
4440
230
4160
230
2940
230 270
270
2120
150
2800740
220
2430
220
3410
220
820
700 790
2000
80011001270820
2020
14207404690
220
270
220
6870 11540
19780
6440
51006470
N20
N08
N08
10003310
1500(900)
1100370
2000
1200 770
1000(900)
1200
150 1000(900)
v=3000mm
v=1100mm
N07
v=1100mm
- 7. 3.01 V
PARAPET=900mm, Ug f
S
N01 N01
N02
N01
N02
N03
N04
N05N03
N05
N04
N01
N06
N06
N06
N06
N06
N07
N07
N08
N08
N08
N08
N08
Plocha
3.01
Ozn.
Stena[m]
Podlaha
Ozn. Druh
podlahy
Strop
60,29
72,63
P1
S SCHODISKO 7,91 - P3
V 4,43 - - -- -
-
-
2,700
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
7
2470 1000 3060 1000 5780
13140
100010001870
8100
8100
13140
1500(900) 1500(900)
1500(900)
820 3570
230
3740
230
3710 820
820
220
2430
220
3410
220
820
31604002880
150
7910820
260
2080 1230 820
2090
250
1230 820
2840820820
8201230
250
2120
+4,950
+6,300
11480
10003310
1500(900)
23701230
- 8. 1.01
1.07
1.09
1.02
1.05
1.04
1.06
1.08
V
1.03
A
A
B B
Plocha
1.05
1.07
1.06
1.08
1.02
1.01
1.03
1.04
Ozn.
Stena[m]
Podlaha
Ozn. Druh
podlahy
Strop
25,06
11,67
10,08
13,49
85,28
215,02
12,90
13,68
14,57
3,000
3,000
3,000
2,400
1.09 16,03
BAR
2,400
3,000
3,000
3,000
3,000
P2
P2
P2
P1
P2
P1
P1
P1
P1
S SCHODISKO 7,91 - P3
SKLAD KU KUCHYNI
S V 4,43 - - --
Ker. sokel 1,7m
-
-
-
PR4
parametreOzn.
300x700x300
(mm) (mm)
0
PR1
PR2
PR3 0300x150x300
100x300x100
200x300x200 0
0
1
1
1
1
PR1PR2
PR4
PR3
PRIERAZ STENOU
PRIERAZ STENOU
PRIERAZ STENOU
DREVO REZIVO PEVNOSTNEJ TRIEDY C24
150 mm OD PODLAHY
SKLADBY STIEN
, hr.=4mm
, hr.=4mm
ST1
ST1
ST1
ST2
ST2
ST2
ST3
ST4
ST4
ST5
ST5
ST5
ST5
ST4
ST4
ST3
ST3
O1 P1 K1 O1 P1 K1 O1 P1 K1P2O2K2P2O2K2
O3 P3 K3 O3 P3 K3 O3 P3 K3ZS1 ZS2
D1
P
D2
P
D3 D3
P
D4
P
D5
P
D6
P
D6
D6
D6
P
Z2
P
Z1
P
Z3
P
Z3
Z4
P
Z5
P
Z6
P
Z6
P
Z6
Z6
KP4
10x
KP1
4x
KP1
4x
KP1
2x
KP1
2x KP1
2x
KP1
2x
KP1
2x
KP1
2x
KP3
4x
KP3
4x
KP3
4x
OP2
2x
OP1
2x
OP1
4x
ZA1
ZA2
Ker. sokel 0,1m
KO
KO
PR
ZA
ZS
ZV
O
K
P
SDK
D
PIS
V
ST
KP
Z
ZV2
ZV4
ZV1
ZV3
PIS PIS
PIS
PIS
PIS
s.v.2400mm
ST6
1
12
13
22
SDK
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
8
2340 1230 820
2090
250
1230 820
28601230820
8201230
250
2120
+1,800
5780 1000 2970 1000 3060 1000 5780
20340
532010007130
13370
1080 2200 780 2200 1940 4000 780 3800 780 2200 970
20340
22007002480700296028001680
13370
1500(1200) 1500(1200) 1500(1200)
2000
600(1700)600(1700)
750(1750)750(1750) 750(1750)
50
1200
50
1200
50
1200
5050
2100
50 50
1700
50
23807403850420
420 390
260
2200
120 180
440 2200 300
180
730 740 4000 740 3800 560
180
2200
150
390 420
420 2890
180
2930
180
5040
180
2700 420
2880
180
1680 900
180
2580 1700 760
180 190
3540 1590
180
2700350
2020 2020 2500
420 2800
230
4000
230
3910
230
3740
230
3710 820
79407402980
190
1680
190
1900420
420 3730
190
190
1480
190
15230
5470
4204202680
180
1500
220
740
220
2430
220
2120
220
820
250
1040
64704204960740
158014101530
150
400
4950
4970
1410
190
1930
190
2800
3520
2110
700320
2020
240
700
2020
2300
900
2202020
350900
250220
2020
LDP
LDP
LDP
2450(50) 2450(50)
2500
1550
1650
v.o.2400mm
v.o.2400mm
v.o.2400mm
v.o.2400mm
2,0%
2,0%
2,0%
2,0%
550
550
550
550
- 9. 2.04
2.01
2.03
A
A
B B
V
S
Plocha
2.03
2.01
2.04
Ozn.
Stena[m]
Podlaha
Ozn. Druh
podlahy
Strop
63,97
218,25
60,29
44,24
2,700
2,700
2,700 P1
P1
P1
S SCHODISKO 7,91 - P3
V 4,43 - - -- -
-
-
20,68 2,200
ST1
ST1
ST2
ST3 ST3
ST6
ST3
ST8
ST8
ST7
O1 P1 K1 O1 P1 K1
O1P1bK1O1P1K1
O1K1O1P1aK1
O4 P4 K4 O4 P4 K4 O4 P4 K4 O4 P4 K4
Z7
Z7
P1a
KP2
10xKP2
4x
KP2
10xKP2
4x
ZA1
ZA3
ST9
2.02
2.02 15,57 2,000 P1
D6
P
Z6
P
KO
11
12
1
20
KO
ZA
O
K
P
D
V
ST
KP
Z
SKLADBY STIEN
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
9
2080 1230 820
2090
250
1230 820
26001230820
8201230
250
2120
26407405100
260
79407406870420
9670 1000 3060 1000 5780
20340
53101000328010002930
13370
20501000218010007300
13370
20340
8560 1500 300 1500 1140 1500 300 1500 4120
1500(900) 1500(900)
750(900)
1500(900)1500(900)
1500(900)1500(900)
750(900) 750(900) 750(900)
+4,950
+3,300
+3,300
2800 3840 740
150
3600
230
2310
230
3710
230
420
400
820330 1100
2020
270
270
7020
300 230
3980
230
4620
230
3170
270
270
5630
150
12480
270
270
7020
300 230
4440
230
4160
230
2940
230 270
270
2120
150
2800740
220
2430
220
3410
220
820
700 790
2000
80011001270820
2020
29207401820
220
270
220
6870 11540
19780
6440
51006470
DREVO REZIVO PEVNOSTNEJ TRIEDY C24
1550
1650
220
2650
5100
- 10. 3.01
A
A
B B
V
S
Plocha
3.01
Ozn.
Stena[m]
Podlaha
Ozn. Druh
podlahy
Strop
60,29
72,63
P1
S SCHODISKO 7,91 - P3
V 4,43 - - -- -
-
-
2,700
ST1
ST1
ST1
ST1
O1 P1 K1 O1 P1 K1
O1P1K1
KP2
10x
ZA1
ZA4
ZA3
KO
ST6
11
12
1
20
KO
ZA
O
K
P
V
ST
KP
SKLADBY STIEN
HandPutz, hr.=15mm
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
10
2470 1000 3060 1000 5780
13140
531010001870
8100
8100
13140
1500(900) 1500(900)
1500(900)
820 3570
230
3740
230
3710 820
820
220
2430
220
3410
220
820
31604002880
150
7910820
260
2080 1230 820
2090
250
1230 820
284023701230820820
8201230
250
2120
+4,950
+6,300
11480
DREVO REZIVO PEVNOSTNEJ TRIEDY C24
1550
1650
- 11. KO
ZA
ZV
O
K
P
V
KP
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
11
ZA4
ZA1
ZV2
ZV4
ZV1
ZV3
ZV2ZV2
ZV4
ZV3
V
O5
O5
O5
O1
O1
O1 O1
O1 O1
O1
O1
O1
O1
P1 P1
P1
P1P1
K1
K1
K1
K1
K1
K1
KO
KO
KO
ST1
ST1
ST3
ST10
ST10
ST10
PP
SKLADBY STIEN
Baumit SilikatTOP, hr.=3mm
hr.=5mm
Baumit SilikatTOP, hr.=3mm
hr.=5mm
HandPutz, hr.=15mm
Baumit SilikatTOP, hr.=3mm
hr.3mm
hr.=3mm
Baumit SilikatTOP, hr.=3mm
ST1
ST3
ST7
ST6
ST2
ST10
ST10
ST10
ST8
ST8
ST8
ST7
ST3
ST1
10xKP2
10xKP2
4xKP2
2xKP1
2xKP1
2xKP1
PP PP
PP
- OSB DOSKY, hr.=18mm
- P
- P
- OSB DOSKY, hr.=18mm
- OSB DOSKY, hr.=18mm
- P
- P 250mm
SKLADBY STRIECH
KONTRALATY, Bramac Tescon
Baumit NHL HandPutz, hr.=15mm
KONTRALATY, Bramac Tescon, hr.=50mm
roof, hr.=60mm
KROKVA,ROZMERY:
260x120mm
S1
S1
S1
S2
S1
S1
PO5
PO5
PO5
PO5
S1
PO5
PO5
PO4 PO4
PO4
PO3
270 70
450 900 900 900 900 900 900
70
270
70
1000 1000 900 900 900 900 900 900 900 900 900 900 900 500
70 270
270
230
140
2500
140 140
140
3180
140
140 270
820
140 140
140
3280
140 140
140
3180
140 140
140
3180
140
140 140
410
270
510 6790 790 11500 820
340 400
4002170
270
7020
270
12560
270
270
270
27070
450 900 900 900 900 900 900
210
610 1000 900 900 900 900 900 900 900 900 900 900 620
210
900900
70
140
650
210
790
310
690
210
690
210
690
210
690
210
690
210
690
210
690
210
690
210
690
210
690
210
690
210
410
140 70
140
600
160
140
160
3240
160
140
160
3140
160
140
160
3140
160
140
160
600
270
20340
13370
150
5005000310
200
280
1330
140
1720
140
1720
140
1280340
200
280
500
150
270
82064707905000
270
24406006306002210
1000(1100)1000(1100)
340
200
280
500
150
1280
140
1720
140
1720
140
1330
280200
3102260
140
2600
270
500
150
ST6
A
A
C
C
900
REZ B-B
REZC-C
REZA-A
B B
DREVO REZIVO PEVNOSTNEJ TRIEDY C24
270
B
H KROKVA 160x140mm
A
C VZPERKA 100x80mm
E
G
F
D
I
A 160x140 B 140x140
C 100x80D 160x50
E 160x140
F 140x110
G 160x140
H 160x140
I 80x80 G 160x140
G 160x140
A 160x140 B 140x140
C 100x80D 160x50
E 160x140
F 140x110
G 160x140
H 160x140
I 80x80 G 160x140
G 160x140
J KROKVA 260x120mm
E160x140
G160x140
G160x140
A160x140
B140x140
C100x80
D160x50
F140x110
H160x140
I80x80
G160x140
J260x120
G160x140
E160x140
G160x140
G160x140
A160x140
B140x140
C100x80
D160x50
F140x110
H160x140
I80x80
G160x140
G160x140
A160x140
B140x140
C100x80
E160x140
F140x110
G160x140
H160x140
I80x80
A 160x140
A 160x140
B 140x140
B 140x140
A 160x140
B 140x140
C 100x80
C 100x80
C 100x80
D 160x50 D 160x50
E 160x140
E 160x140
E 160x140
G 160x140
G 160x140
G 160x140
G 160x140
G 160x140
G 160x140
G 160x140
G 160x140
G 160x140
G 160x140
G 160x140
H 160x140
H 160x140
H 160x140
J 260x120
I 80x80 I 80x80 I 80x80
I 80x80
I 80x80I 80x80
I 80x80
I 80x80
+6,300+6,350
+9,730
+9,350
+12,730
+6,300
+9,200
+6,200 +6,200
+6,350
+9,980
+12,970
+13,700
+6,200
+9,200
+9,920 +9,920
+6,650
+12,970
+6,200
+9,350
+9,980
+7,860
+6,350
+6,350
+9,350
+6,200
+9,200
+12,970
+13,700
+7,870
+10,860+10,860
+6,300
+6,350
+9,350
+6,300
+12,350
+7,860
ZMENA SKLONU STRECHY
35,0%
37601500
0,5% 0,5%
0,5% 0,5%
35,0%54,3%
54,3%54,3%
54,3%54,3%
54,3%
OPL
OPL
OPL
OPL
+12,730
+9,730
- 12. KO
ZV
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
12
ZV1
ZV4 ZV3
KO
SKLADBY STRIECH
KONTRALATY, Bramac Tescon
KONTRALATY, Bramac Tescon, hr.=50mm
roof, hr.=60mm
KROKVA,ROZMERY:
260x120mm
S1
S2
S1
S1
S1
S1
S1
+12,730
+9,730
+9,980
+12,970
+13,700
+7,080
+12,970
+12,970
+10,860
+7,080
+6,890
+9,890
+12,970
+13,540
+7,870
+10,860+10,860
+10,860
KO
ZV2
ZV4
ZV1
ZV3
OPL OPL
OPL
OK
OPL
35,0%
54,3%54,3%
54,3%54,3%
54,3%
54,3%
54,3%
54,3%54,3%
54,3%54,3%
54,3%54,3%
0,5% 0,5%
0,5% 0,5%
OK
+10,860 +10,860+7,860
+12,970
+12,970
+9,980
+7,860
+5,230
+10,860 +10,860
+7,870+7,870
+12,350+9,350
+6,350
+12,310
+13,540
+11,950
+9,890+6,890
+7,080+4,900
OPL
OPL
OPL
OPL OPL
OPL
OPL
OPL
ZV2
OPL
OPL
OPL
KO
ZV1
ZV2
OPL
KO
OK
ZV3
ZV4
+13,540
+7,860+7,860
+7,870
+5,230
+6,890
+9,890
+7,080
+4,900
20420270
7020
270
12560
270
20420
270
7020
270
12560
270
14280
540950427095025309502530950540
14280
540950427095025309502530950540
459055504140
96904590
140
780
500780
+13,730
S2
S1
+12,730
+9,730
VP
VP
70
3530
+9,980
300
500
500
500
- 13. VYSOKEJ HUSTOTY D
PODKLADOCH Ceresit CM 17 SUPER FLEX, hr.=12mm
VYSOKEJ HUSTOTY D
S ROZMERMI: 65x50mm
S1
S1
KO
ZA
O
K
P
V
KP
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
13
SKLADBY STIEN
SilikatTOP, hr.=3mm
hr.=3mm
hr.=3mm
hr.=3mm
- OSB DOSKY, hr.=18mm
- P
- P
- OSB DOSKY, hr.=18mm
- OSB DOSKY, hr.=18mm
- P
- P 250mm
SKLADBY STRIECH
KONTRALATY, Bramac Tescon
Baumit NHL HandPutz, hr.=15mm
CLT DREVO PEVNOSTNEJ TRIEDY GL24h
DREVO REZIVO PEVNOSTNEJ TRIEDY C24
, hr.=4mm
SDK
PIS
LDP
S ROZMERMI: 110x50mm
ZA4
V
O5
O1
O1
O1 O1
O1 O1O1
P1 P1
P1 K1
K1
KO
ST1
ST1
ST3
ST10
ST10
ST10
ST6
ST2
10xKP2
10xKP2
4xKP2
2xKP1
PO5 PO5
PO5 PO4 PO4
P1 P1
P1 P1P1
O1 O1O1
P1 K1
10xKP4
D1
P
Z1
P
D
Z
PO4PO4
PO1PO2
ST1
ST2
ST2
ST3
ST5
ST6
ST6
PO1
PO3
PO3
EP2EP1
PIS
SDK
ZA2
ZA3
O2
P1a
P2
K1
K2
4xKP1
LDP
700
230
12970
42701500150022002000
9970
4270150019006001700
EP2
3300300030503000350800
800
200
2750
250
120
100
2450
250
12080
100
2450
250
12080
150
2720
280
80
12001500300
200100
9001500300
200100
9001500300
200150
330030503000
7002500
2750
250
12080
100
2450
250
12080
150
2720
280
2200
250
2200
250
2200
250
2500
250
350800
800
200
130
2400350
250
200
100
2450
250
200
15065
65100
100
22
130
22
550 2670 550 3400 1000 3210 550 3530 3030 840 1000
1300
1300
800
-
550
50
100290
100
50
100290
100
550
250
3080
250
270250
5801000
238
990
250
+3,300 +3,300
+6,300+6,350
+9,350
+1,800
+4,950
+6,300
+9,200
+6,200 +6,200
+3,200
-0,150-0,150
+3,200
+3,300
+6,350
+9,980
+12,970
+13,700
1400
400
+3,200
+6,200
+9,200
+9,920 +9,920
+6,650
+12,970
-1,760
-0,760
1500
OPL
OPL
OPL
OPL
+9,730
+12,730
Murovacia malta 100, hr.=15mm
- 14. SKLADBY STIEN
Baumit SilikatTOP, hr.=3mm
hr.=5mm
Baumit SilikatTOP, hr.=3mm
hr.=5mm
Baumit SilikatTOP, hr.=3mm
Baumit SilikatTOP, hr.=3mm
hr.3mm
hr.=3mm
Baumit SilikatTOP, hr.=3mm
- OSB DOSKY, hr.=18mm
- P
- P
- OSB DOSKY, hr.=18mm
- OSB DOSKY, hr.=18mm
- P
- P 250mm
SKLADBY STRIECH
Tuning FOL-K
CM 17 SUPER FLEX, hr.=12mm
KO
ZA
O
K
P
KP
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
14
PP
CLT DREVO PEVNOSTNEJ TRIEDY GL24h
DREVO REZIVO PEVNOSTNEJ TRIEDY C24
VYSOKEJ HUSTOTY D
HRANOLOV S ROZMERMI:
ST1
ST1
ST1
ST3
ST3
ST6
ST6
ST6
ST7
ST8
ST10
ST10ST10
S1
S1 S1
PO1 PO1 PO1
PO3
PO3
PO3
PO3
PO3
PO3
PO4
PO4PO4
PO5
PO5 PO5
EP2 EP1
ZA2
ZA3
ZA1
ZA1
ZA4
O1
O1
O1
K1
K1
K1
P1
P1
P1
KO
P
P
P
O4
P4
K4
ZS2
ZS
OP1
4x
OP
ST8
ZV
ZV4
ZV2
D
Z
D3Z3
D6
P
Z6
P
ST9
+3,300
+6,350
+9,350
+3,200
+6,200
+9,200
+12,970
+13,700
+7,870
+10,860 +10,860
+6,300
+3,300
-0,150 -0,150-0,150
+3,300
+6,350
+9,350
+6,300
+3,300
+1,800
+4,950
10x150x260
11x150x260
1
11
12
22
1
10
11
20
6730
178075017002450
50
550
50100290
100+12,350
45012720
300
150
1200150015001500150015004020
550 4650 1000 2140 550 3470 1000
1000 3160-1,760
800
1300
600
1300
1300
330030503000
3000
12080
100
2700
12080
150
2720
280
350
200
130
22
33003050
3000
12080
100
2700
12080
150
350
200
130
22
353010202100
180
120
10002000350
1420
230
16501270
230
15002700
200150
-
OPL
OPL
OPL
+12,730
-0,760
Baumit Murovacia malta 100, hr.=15mm
- 15. 1
2
2
3
4
6
99
9
9
7
10
5
3
4
6
5
3
4
6
5
3
4
6
5
3
4
6
5
3
4
6
5
3
4
6
5
8
11
11
11
7
10
8
7
10
8
7
8
11
11
11
1
2
2
12
9
9
9
9
13
12
13
346 5 346 5 346 5
346 5 346 5 346 5 346 5
4
5
3
5
3
3
5
1
3
4
6
5
3
4
6
5
3
4
6
5
3
4
6
5
3
4
6
5
3
4
6
5
3
4
6
5
3
4
6 5
3
4
6 5
1
1
1
2
2
2
2
2
2
2
2
9
9
9
9
9
9
9
9
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
14
14
14
14
14
14
14
14
14
3
4
15
15
4
15
16
16
+12,730
+3,300
+6,350
+9,730
+9,980
+12,970 +13,700
+11,950
+3,300
+6,350
+9,350
+9,730
+12,970
+12,730
+13,700
+3,300
+6,350
+12,970 +13,700
10
+10,860
+7,870
+5,230
+7,860
9,980
+10,860
+13,700
+10,860
+7,870
+3,300
+6,350
+12,970
+10,860
0,000 = 163,0 m n.m.
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:50
BIELY MLYN
15
1
2
3
4
5
6
7
8
10
9
11
+9,980
- 16. 250410238
300
180
150
60
1500
460
60
460
60
460
6060
60
max 625 mm max 625 mm max 625 mm
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:10, 1:5
BIELY MLYN
16
DETAIL CDETAIL BDETAIL A
DETAIL D
- OSB DOSKY, hr.=18mm
- OSB DOSKY, hr.=18mm
- P
- P 250mm
SKLOTEXTILNEJ
W/(m.K)
NHL
HandPutz, hr.=15mm
FARBA
VYSOKEJ HUSTOTY D
PODKLADOCH Ceresit CM 17 SUPER FLEX, hr.=12mm
VYSOKEJ HUSTOTY D
hr.=80mm,
Baumit NHL HandPutz, hr.=15mm
Baumit
NHL HandPutz, hr.=15mm
, hr.=4mm
hr.=10mm
Baumit Baumacol Basic, hr.=3mm
200x500mm, hr.=10mm
REZ B-B
M 1:600
REZ A-A
M 1:600
1 -
5 - PURENIT
LI
rken Delta-MS,
29 - DREVOSKRUTKA ROTHOBLAAS 140x6,0, KOTVENIE
32 - DREVOSKRUTKA ROTHOBLAAS 100x6,0
47 - KOTVENIE OKNA
57 - 4xKER. PREKLAD POROTHERM KP7, ROZMER: 238x70mm
62 - DREVOSKRUTKA ROTHOBLAAS 40x4,0
63 -
64 - DREVOSKRUTKA ROTHOBLAAS 360x8,0
DETAIL A
M 1:5, 1:10
DETAIL SOKLA
DETAIL A
M 1:5
REZ
DETAIL B
M 1:5
DETAIL C
M 1:10
DETAIL D
DETAIL NAPOJENIA STROPU
M 1:10
DETAIL E
DETAIL OKNA V DREVENEJ STENE
PO1
1 2 3 54
8
7
6
10 11 12 149
EP2
15 16 1713 18 19 20
21
22
19
EP1
17 16
ST2
PO2
23
ST5
PO1PO2
25
26
24 124
PO2
24
25
ST2
27
2
ST7
ST7
28
29
30
32 33 34 32
47
4
45
44
43
4039383736
42
41
50 44
4
58
31
47
43
42
5132535432
52
34
55
29
28
11
3736
34
34
4 416
PROSTRIEDOK
MEDZERA
SKLO
ST2
ST10
PO4
59
60
61
62
63
64
65
200250
57 56
36
37
49
46
56
42
39
48
46
49
35
M 1:2
59
11
DETAIL E2
M 1:2
DETAIL PARAPETU
DETAIL E1
M 1:2
DETAIL E3 DETAIL E4
DETAIL E
- 17. KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:10, 1:5
BIELY MLYN
17
DETAIL C
DETAIL A
DETAIL B
- OSB DOSKY, hr.=18mm
- P
- P
- OSB DOSKY, hr.=18mm
- OSB DOSKY, hr.=18mm
- P
- P 250mm
P DORYS 2.NP
M 1:600
ST8
ST8
ST7
ST3
PO4PO4
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
15
16
18
19
22
23
8
9
24
21
20
17
20
13
2
1 5
8
1 5
8
25 26 27 28 29 30 31
DETAIL C
M 1:10
DETAIL NAPOJENIA V P DORYSE
DETAIL C1
M 1:10
DETAIL NAPOJENIA V P
DETAIL C2
M 1:10
12
13
13
14
11
32 1 5
32
1
14
13
13
9 32
1 5
34
9
DETAIL C5
M 1:10
1100
1100
3470
2500 2800
900
41703000
4400
DETAIL C3
DETAIL C4
M 1:10
ST8
ST7ST7
25 26 30 27 35 31 38
36
36
37
ST8
ST7ST7
25 38 39 41 40 30 27
36
36
37
27 2642
ST8
ST7ST7
25 39 35 31 30 27
36
36
37
264231
ST8
ST10
43
44
ST8
ST2
ST3
28
11
12
33
11
12
33
32
DETAIL A
DETAIL A
M 1:5
P DORYS
DETAIL A
M 1:5
DETAIL C4
M 1:10
P DORYS
DETAIL C4
M 1:10
DETAIL B
M 1:10
M 1:5
P DORYS
DETAIL B
M 1:5
DETAIL B
1 -
2 - DREVOSKRUTKA ROTHOBLAAS 280x8,0 NA KOTVENIE
7 - DREVOSKRUTKA ROTHOBLAAS 300x8,0 NA KOTVENIE
9 -
10 -
hr.=100mm
KU
MUROVANEJ STENE
LI
17 - DREVOSKRUTKA ROTHOBLAAS 40x4,0 NA KOTVENIE
POMOCNEJ
19 - DREVOSKRUTKA ROTHOBLAAS 40x4,0 NA UCHYTENIE
KONZOLY: 200x60mm
23 -
DREVENEJ CLT STENE
29 - DREVOSKRUTKA ROTHOBLAAS 200x8,0 NA VYTVORENIE
MUROVANEJ STENE
35 - DREVOSKRUTKA ROTHOBLAAS 70x4,0 NA UCHYTENIE
36 - DREVOSKRUTKA ROTHOBLAAS 70x4,0 NA UCHYTENIE
37 - DREVOSKRUTKA ROTHOBLAAS 110x8,0 NA UCHYTENIE
38 - DREVOSKRUTKA ROTHOBLAAS 120x5,0 NA KOTVENIE
DREVENEJ CLT STENE
Steico Protect hr.60mm
41 - DREVOSKRUTKA ROTHOBLAAS 70x4,0 NA UCHYTENIE
ST8
36
37
36
ST7
38 30 41 27 2625 3140
38 13 11 33
13
33
13
11
1000
33
21
13
43
+10,470
+4,400
+3,300
+5,400
+7,870
M 1:10
+6,300
- 18. 200250
REZ C-C
DETAIL C
DETAIL B
REZ A-A
DETAIL A
M 1:600
M 1:600
KROKVA,ROZMERY:
260x120mm
- OSB DOSKY, hr.=18mm
- P
- P
- OSB DOSKY, hr.=18mm
- OSB DOSKY, hr.=18mm
- P
- P 250mm
S1
S2
PO5
ST3
1
2
3
4
5
6
7
891011
12
13
14
15
16
16
17
18
19
DETAIL C
M 1:10 a 1:5
DETAIL KROKVY ZATEPLENEJ STRECHY S2
DETAIL B
M 1:10 a 1:5
DETAIL STRECHY PRI OKAPE
S2
ST7
15
21
22
23
24
25
26
2728
28
27
29
30
31
32
33
34
35
36
38
39
37
40
42
41
41
42
43
44
45
DETAIL A
M 1:10 a 1:5
DETAIL NAPOJENIA DREVENEJ STENY
PO4
ST7
ST2
21
22
23
8
46
4
3
2
1
47
47 48 49
50
51
52
DREVOSKRUTKY ROTHOBLAAS 380x8,0
260x8,0
14 - LEPENKA A400
PROFILU NA STENE A STROPE
18 - KROKVA S ROZMERMI 260x120mm
20 - DREVOSKRUTKA ROTHOBLAAS 140x4,0 NA KOTVENIE
LI VYTVORENIU
26 - DREVOSKRUTKA ROTHOBLAAS 30x4,0 NA KOTVENIE L-PROFILU
28 - DREVOSKRUTKA ROTHOBLAAS 50x4,0 NA KOTVENIE PODBITIA
20
220
250
150
60
320
200 150
250
130
260
30
200
300
33 - OPLECHOVANIE OKAPU
34 - KROKVA 160x140mm
35 - DREVOSKRUTKA ROTHOBLAAS 380x8,0 NA KOTVENIE KROKVY
DO DREVENEJ STENY Z CLT
hr.=100mm
39 - DREVOSKRUTKA ROTHOBLAAS 130x5,0 NA KOTVENIE
DREVOSKRUTKY ROTHOBLAAS 90x5,0
ZAIZOLOVANIE STRECHY POD MEDZIKROKVOVOU
42 - DREVOSKRUTKA ROTHOBLAAS 220x6,0 NA KOTVENIE
43 - KONTRALATY S ROZMERMI 80x100mm
Bramac Tescon
ROZMERMI 100x60mm
hr.=40mm
FOL-K
120x5,0
100
60
100
44
53
54
DETAIL C2
M 1:10
DETAIL NAPOJENIA KROKVY
DETAIL C1
M 1:5
DETAIL NAPOJENIA STRECHY
55
DETAIL B3
M 1:10
DETAIL NAPOJENIA KROKVY
DETAIL B2
M 1:2
DETAIL A1
M 1:5
DETAIL PRI PODLAHE
DETAIL A2
M 1:10
DETAIL NAPOJENIA STENY
DETAIL B1
M 1:5
DETAIL KONTRALATY
56
M 1:10
REZ
DETAIL A2
M 1:10
P
DETAIL A2
300
300
KONZULTANT:
PROJEKT:
DRUH DOKUMENTU:
(PROFESIA)
INVESTOR:
DOKUMENT:
MIERKA: LIST:
II. AKP
STU
1:10, 1:5, 1:2
BIELY MLYN
18
