Page 1
STUDIO HM d.o.o. OIB: 42287744958
Đure Basaričeka 86 mob 098/162-9119 e - mail web
48350 Đurđevac tel/fax 048/280-806 [email protected] www.studiohm.hr
INVESTITOR: STARI GRAD d.o.o. Stjepana Radića 1, Đurđevac OIB: 87648815827
GRAĐEVINA: PODUZETNIČKI INKUBATOR
LOKACIJA: ĐURĐEVAC, Stjepana Radića 10 k.č.br. 1265/1 k.o. Đurđevac Grad
BR. PROJEKTA: 02/2018 Z.O.P.: 64/2016
MAPA: II/2
RAZINA: IZVEDBENI PROJEKT
I Z V E D B E N I P R O J E K TPLAN ARMATURE
PROJEKTANT GLAVNI PROJEKTANT MIROSLAV HODIĆ, dipl.ing.građ. MARIJANA ZLATEC, dipl.ing.arh.
DIREKTOR: MIROSLAV HODIĆ, dipl.ing.građ.
Đurđevac, siječanj 2018.
PROJEKT JE SUFINANCIRALA EUROPSKA UNIJA IZ EUROPSKOG FONDA ZA REGIONALNI RAZVOJ
Page 2
STUDIO HM d.o.o.
Đurđevac, siječanj 2018.
investitor: STARI GRAD d.o.o. T.D. 02/2018
građevina: PODUZETNIČKI INKUBATOR Z.O.P. 64/2016
lokacija: ĐURĐEVAC, Stjepana Radića 10, k.č.br. 1265/1 k.o. Đurđevac Grad revizija br.
projektant: MIROSLAV HODIĆ, dipl.ing.građ.
STUDIO HM d.o.o. I Z V E D B E N I P R O J E K T 1
SADRŽAJ:
OPĆI DIO
1. Nomenklatura dijelova izvedbenog projekta
2. Izvod iz sudskog registra za pravnu osobu
3. Rješenje o upisu glavnog projektanta u komoru ovlaštenih inženjera građevinarstva
TEHNIČKI DIO
1. SPECIFIKACIJA ARMATURE
2. PLAN ARMATURE
Page 3
STUDIO HM d.o.o.
Đurđevac, siječanj 2018.
investitor: STARI GRAD d.o.o. T.D. 02/2018
građevina: PODUZETNIČKI INKUBATOR Z.O.P. 64/2016
lokacija: ĐURĐEVAC, Stjepana Radića 10, k.č.br. 1265/1 k.o. Đurđevac Grad revizija br.
projektant: MIROSLAV HODIĆ, dipl.ing.građ.
STUDIO HM d.o.o. I Z V E D B E N I P R O J E K T 2
NOMENKLATURA DIJELOVA IZVEDBENOG PROJEKTA ZAJEDNIČKA OZNAKA PROJEKTA 64/2016 GLAVNI PROJEKTANT ovlaštena arhitektica Marijana Zlatec, dipl.ing.arh. MAPE: I ARHITEKTONSKI PROJEKT
Oblok d.o.o. 1. svibnja 14, Đurđevac Ovlašteni projektant: MARIJANA ZLATEC, dipl. ing. arh. TD 01/18
II GRAĐEVINSKI PROJEKT
Studio HM d.o.o. Đure Basaričeka 86, Đurđevac Ovlašteni inženjer građevinarstva: MIROSLAV HODIĆ, dipl.ing.građ. TD 02/2018
III ELEKTROTEHNIČKI PROJEKT
IPS d.o.o. Frankopanska 32, Bjelovar Ovlašteni projektant: SLAVKO PEIĆ, dipl.ing.el. TD 55/16-IP
IV PROJEKT STROJARSKE TERMOTEHNIČKE INSTALACIJE
TH PROJEKT d.o.o. Blaža Mađera 25, Novigrad Podravski Ovlašteni projektant: MLADEN JAKOPOVIĆ, ing.stroj. TD 30/16
V OBJEDINJENI TROŠKOVNIK RADOVA
Page 4
STUDIO HM d.o.o.
Đurđevac, siječanj 2018.
investitor: STARI GRAD d.o.o. T.D. 02/2018
građevina: PODUZETNIČKI INKUBATOR Z.O.P. 64/2016
lokacija: ĐURĐEVAC, Stjepana Radića 10, k.č.br. 1265/1 k.o. Đurđevac Grad revizija br.
projektant: MIROSLAV HODIĆ, dipl.ing.građ.
STUDIO HM d.o.o. I Z V E D B E N I P R O J E K T 3
Page 5
STUDIO HM d.o.o.
Đurđevac, siječanj 2018.
investitor: STARI GRAD d.o.o. T.D. 02/2018
građevina: PODUZETNIČKI INKUBATOR Z.O.P. 64/2016
lokacija: ĐURĐEVAC, Stjepana Radića 10, k.č.br. 1265/1 k.o. Đurđevac Grad revizija br.
projektant: MIROSLAV HODIĆ, dipl.ing.građ.
STUDIO HM d.o.o. I Z V E D B E N I P R O J E K T 4
Page 6
STUDIO HM d.o.o.
Đurđevac, siječanj 2018.
investitor: STARI GRAD d.o.o. T.D. 02/2018
građevina: PODUZETNIČKI INKUBATOR Z.O.P. 64/2016
lokacija: ĐURĐEVAC, Stjepana Radića 10, k.č.br. 1265/1 k.o. Đurđevac Grad revizija br.
projektant: MIROSLAV HODIĆ, dipl.ing.građ.
STUDIO HM d.o.o. I Z V E D B E N I P R O J E K T 5
S P E C I F I K A C I J A
A R M A T U R E
Page 7
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 1
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
TEMELJNA STOPA POZ TS1 (300 x 300) (12 kom)
1
2054
296
54
20
10 4.44 576 2557.44
2
45 54
5476
58 54
54
76
45
12 3.00 192 576.00
3 20
294
20
16 3.34 552 1843.68
TEMELJNA STOPA POZ TS1 (620 x 300) (3 kom)
1
20
54
337
10 4.11 144 591.84
2
20
54
296
54
20
10 4.44 147 652.68
3
45 54
5476
58 54
54
76
45
12 3.00 96 288.00
4
20
294
20
16 3.34 147 490.98
5
20
355
16 3.75 150 562.50
TEMELJNA TRAKA OS A i D (2 kom)
1 9.3
4
75
34
75
8 2.36 36 84.96
2 9.3
4
85
34
85
8 2.56 174 445.44
3 200
16 2.00 6 12.00
4 600
16 6.00 64 384.00
TEMELJNA TRAKA OS B 1-2 (1 kom)
1 9.3
4
85
34
85
8 2.56 19 48.64
Page 8
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 2
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
2 453
16 4.53 8 36.24
TEMELJNA TRAKA OS B 5-6 (1 kom)
1 9.3
4
85
34
85
8 2.56 19 48.64
2 453
16 4.53 8 36.24
TEMELJNA TRAKA OS C (1 kom)
1 9.3
485
34
85
8 2.56 62 158.72
2 300
16 3.00 8 24.00
3 600
16 6.00 16 96.00
TEMELJNA TRAKA OS 1, 2, 3, 4, 5 i 6 (6 kom)
1 9.3
4
85
34
85
8 2.56 264 675.84
2 420
16 4.20 48 201.60
3 600
16 6.00 48 288.00
TEMELJNA TRAKA OS 2 (1 kom)
1
119
12
119
8 2.50 32 80.00
ANKERI STUPOVA BS 100 (12 kom)
1 34 24
11
10 1.53 132 201.96
2
20
1483
24
99.
19 2.71 192 520.32
ANKERI STUPOVA BS 101 (4 kom)
1
11 2
4
34
24
34
10 1.38 44 60.72
2
20
1483
24
99.
19 2.71 64 173.44
Page 9
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 3
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
ANKERI STUPOVA BS 102 (2 kom)
1 11
24
24
24
24
10 1.18 22 25.96
2
20
1483
24
99.
19 2.71 24 65.04
TEMELJNA PLOČA TP-1 (1 kom)
2
20
7
14
14
20
7 20
8 0.74 220 162.80
AB GREDA POZ 101-102 i 104-105 (1 kom)
1
9.
34
34
34
34
8 1.54 124 190.96
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
190
32
140
14 3.62 28 101.36
5 500
14 5.00 14 70.00
AB GREDA POZ 103 (1 kom)
1
9.
18
34
18
34
8 1.22 15 18.30
2 344
16 3.44 7 24.08
AB GREDA POZ 106 i 110 (2 kom)
1
9.
34
34
34
34
8 1.54 60 92.40
2 230
14 2.30 8 18.40
3
190
32
126
14 3.48 28 97.44
4 460
14 4.60 8 36.80
Page 10
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 4
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
AB GREDA POZ 107-108-109 (1 kom)
1
9.
34
34
34
34
8 1.54 95 146.30
2 180
14 1.80 2 3.60
3 250
14 2.50 14 35.00
4 340
14 3.40 14 47.60
5
190
32
140
14 3.62 14 50.68
6 440
14 4.40 3 13.20
7 500
14 5.00 4 20.00
8 550
14 5.50 4 22.00
AB GREDA POZ 111-112-113-114-115 (1 kom)
1
9.
34
34
34
34
8 1.54 149 229.46
2 180
14 1.80 2 3.60
3 250
14 2.50 28 70.00
4 340
14 3.40 14 47.60
5 360
14 3.60 14 50.40
6
190
32
140
14 3.62 14 50.68
7 440
14 4.40 3 13.20
8 500
14 5.00 6 30.00
9 600
14 6.00 6 36.00
AB GREDA POZ 116-117 i 126-127 (2 kom)
1
9.
34
34
34
34
8 1.54 124 190.96
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
5 520
14 5.20 12 62.40
Page 11
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 5
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
AB GREDA POZ 120-121 i 122-123 (2 kom)
1
9.
34
24
34
24
8 1.34 124 166.16
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
5 520
14 5.20 12 62.40
AB GREDA POZ 118-119 i 124-125 (2 kom)
1
9.
34
34
34
34
8 1.54 124 190.96
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
5 520
14 5.20 14 72.80
STROPNA PLOČA PRIZEMLJA P-100 i 1. KATA P-200 (2 kom)
1
20
12
14
14
20 12
20
8 0.84 600 504.00
2
94
12
94
8 2.00 848 1696.00
3 200
12 2.00 1014 2028.00
4 350
12 3.50 8 28.00
5 600
12 6.00 48 288.00
AB GREDA POZ 201-202 i 204-205 (1 kom)
1
9.
34
34
34
34
8 1.54 124 190.96
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
Page 12
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 6
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
4
190
32
140
14 3.62 28 101.36
5 500
14 5.00 14 70.00
AB GREDA POZ 203 (1 kom)
1
9.
18
34
18
34
8 1.22 15 18.30
2 344
16 3.44 7 24.08
AB GREDA POZ 206 i 210 (2 kom)
1
9.
34
34
34
34
8 1.54 60 92.40
2 230
14 2.30 8 18.40
3
190
32
126
14 3.48 28 97.44
4 460
14 4.60 8 36.80
AB GREDA POZ 207-208-209 (1 kom)
1
9.
34
34
34
34
8 1.54 95 146.30
2 180
14 1.80 2 3.60
3 250
14 2.50 14 35.00
4 340
14 3.40 14 47.60
5
190
32
140
14 3.62 14 50.68
6 440
14 4.40 3 13.20
7 500
14 5.00 4 20.00
8 550
14 5.50 4 22.00
AB GREDA POZ 211-212-213-214-215 (1 kom)
1
9.
34
34
34
34
8 1.54 149 229.46
2 180
14 1.80 2 3.60
3 250
14 2.50 28 70.00
Page 13
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 7
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
4 340
14 3.40 14 47.60
5 360
14 3.60 14 50.40
6
190
32
140
14 3.62 14 50.68
7 440
14 4.40 3 13.20
8 500
14 5.00 6 30.00
9 600
14 6.00 6 36.00
AB GREDA POZ 216-217 i 226-227 (2 kom)
1
9.
34
34
34
34
8 1.54 124 190.96
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
5 520
14 5.20 12 62.40
AB GREDA POZ 220-221 i 222-223 (2 kom)
1
9.
34
24
34
24
8 1.34 124 166.16
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
5 520
14 5.20 12 62.40
AB GREDA POZ 218-219 i 224-225 (2 kom)
1
9.
34
34
34
34
8 1.54 124 190.96
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
Page 14
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 8
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
5 520
14 5.20 14 72.80
AB GREDA POZ 301-302-303-304-305 (1 kom)
1
9.
34
3434
34
8 1.54 149 229.46
2 180
14 1.80 2 3.60
3 250
14 2.50 28 70.00
4 340
14 3.40 28 95.20
5
190
32
140
14 3.62 14 50.68
6 440
14 4.40 3 13.20
7 500
14 5.00 6 30.00
8 600
14 6.00 8 48.00
AB GREDA POZ 306 i 310 (2 kom)
1
9.
34
34
34
34
8 1.54 60 92.40
2 230
14 2.30 8 18.40
3
190
32
126
14 3.48 28 97.44
4 460
14 4.60 8 36.80
AB GREDA POZ 307-308-309 (1 kom)
1
9.
34
34
34
34
8 1.54 95 146.30
2 180
14 1.80 2 3.60
3 250
14 2.50 14 35.00
4 340
14 3.40 14 47.60
5
190
32
140
14 3.62 14 50.68
6 440
14 4.40 3 13.20
7 500
14 5.00 4 20.00
8 550
14 5.50 4 22.00
Page 15
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 9
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
AB GREDA POZ 311-312-313-314-315 (1 kom)
1
9.
34
34
34
34
8 1.54 149 229.46
2 180
14 1.80 2 3.60
3 250
14 2.50 28 70.00
4 340
14 3.40 14 47.60
5 360
14 3.60 14 50.40
6
190
32
140
14 3.62 14 50.68
7 440
14 4.40 3 13.20
8 500
14 5.00 6 30.00
9 600
14 6.00 6 36.00
AB GREDA POZ 316-317, 326-327 (2 kom)
1
9.
34
34
34
34
8 1.54 124 190.96
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
5 520
14 5.20 16 83.20
AB GREDA POZ 318-319 i 324-325 (2 kom)
1
9.
34
34
34
34
8 1.54 124 190.96
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
5 520
14 5.20 16 83.20
Page 16
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 10
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
AB GREDA POZ 320-321 i 322-323 (2 kom)
1
9.
34
24
34
24
8 1.34 124 166.16
2 250
14 2.50 18 45.00
3 360
14 3.60 14 50.40
4
195
32
140
14 3.67 18 66.06
5 520
14 5.20 16 83.20
AB GREDA POZ 328 (2 kom)
1
9.
64
24
64
24
8 1.94 28 54.32
2 334
14 3.34 18 60.12
STROPNA PLOČA 2. KATA P-300 (1 kom)
1
20
12
14
14
20 12
20
8 0.84 300 252.00
2
94
12
94
8 2.00 412 824.00
3 150
12 1.50 18 27.00
4 200
12 2.00 581 1162.00
5 350
12 3.50 4 14.00
6 600
12 6.00 24 144.00
STROPNA PLOČA 2. KATA - AB ZID (2 kom)
1
9.
12
12
12
12
8 0.66 370 244.20
2
94
12
94
8 2.00 396 792.00
3 157
12 1.57 8 12.56
4 295
12 2.95 8 23.60
5 600
12 6.00 48 288.00
Page 17
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 11
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
STROPNA PLOČA 2. KATA - KOTLOVNICA (1 kom)
1
9.
12
12
12
12
8 0.66 64 42.24
2
9.
24
14
2414
8 0.94 17 15.98
3 200
12 2.00 5 10.00
4 220
12 2.20 5 11.00
5 330
12 3.30 8 26.40
6 340
12 3.40 8 27.20
STROPNA PLOČA 2. KATA - KUPOLA (2 kom)
1
40
60
8 1.00 64 64.00
STEPENICE PREZIMLJE (1 kom)
2 9.2
4
84
24
84
8 2.34 15 35.10
3 115
12 1.15 93 106.95
4
75 66.
3675
12 1.50 39 58.50
5
51
23
67
37
76
12 1.50 13 19.50
6
136 44
24
50
12 1.86 13 24.18
7
78
43
89
99.
12 1.88 13 24.44
8
104 80
4491
12 1.95 13 25.35
9
12
116
36
66.
75
12 2.03 13 26.39
Page 18
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 12
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
10
12
95 48
87
99.
12 2.06 13 26.78
11 13
193 44
24
50
12 2.56 13 33.28
12 285
12 2.85 17 48.45
13 346
12 3.46 28 96.88
14 350
12 3.50 6 21.00
15
332 63
34
72
12 4.04 13 52.52
16
13
74 315
173360
153
12 6.00 13 78.00
STEPENICE 1. KAT (1 kom)
1 115
12 1.15 117 134.55
2
75 66.
3675
12 1.50 52 78.00
3
104 44
24
50
12 1.54 13 20.02
4
136 44
24
50
12 1.86 13 24.18
5
78
43
89
99.
12 1.88 13 24.44
6
104 80
4491
12 1.95 13 25.35
7
13
240
12 2.53 26 65.78
8 13
193 44
24
50
12 2.56 13 33.28
9
13
142
110
60
125
12 2.80 13 36.40
Page 19
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 13
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
10 285
12 2.85 17 48.45
11 346
12 3.46 28 96.88
12
392 63
34
72
12 4.64 13 60.32
13
13
74 315
173360
153
12 6.00 13 78.00
STUPOVI PRIZEMLJE - BS 100 (12 kom)
1 34 24
11
10 1.53 264 403.92
2
350 3
2
496
19 4.50 192 864.00
STUPOVI PRIZEMLJE - BS 101 (4 kom)
1
11 24
34
24
34
10 1.38 88 121.44
2
350 3
2
4
96
19 4.50 64 288.00
STUPOVI PRIZEMLJE - BS 102 (2 kom)
1 11
24
24
24
24
10 1.18 42 49.56
2
350 3
2
4
96
19 4.50 24 108.00
STUPOVI 1. KAT - BS 200 (12 kom)
1 34 24
11
10 1.53 264 403.92
2
346 3
2
4
100
19 4.50 192 864.00
Page 20
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 14
Šipke - specifikacija
ozn
oblik i mjere [cm]
Ø
lg [m]
n [kom]
lgn [m]
Napomena
STUPOVI 1. KAT - BS 201 (4 kom)
1
11 2
4
34
24
34
10 1.38 84 115.92
2
346 3
2
4
100
19 4.50 64 288.00
STUPOVI 1. KAT - BS 202 (2 kom)
1 11
24
24
24
24
10 1.18 42 49.56
2
346 3
2
4
100
19 4.50 24 108.00
STUPOVI 2. KAT - BS 300 (12 kom)
1 34 24
11
10 1.53 252 385.56
2
347
50
19 3.97 192 762.24
STUPOVI 2. KAT - BS 301 (4 kom)
1
11 2
4
34
24
34
10 1.38 84 115.92
2 347
19 3.47 16 55.52
3
347
50
19 3.97 48 190.56
STUPOVI 2. KAT - BS 302 (2 kom)
1 11
24
24
24
24
10 1.18 42 49.56
2 347
19 3.47 8 27.76
3
347
50
19 3.97 16 63.52
Page 21
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 15
Šipke - rekapitulacija
Ø [mm]
lgn [m]
Jedinična težina [kg/m']
Težina [kg]
RA1
8 9925.58 0.41 4059.56
10 5785.96 0.65 3755.09
12 6321.63 0.92 5815.90
14 4940.86 1.25 6185.96
16 4023.40 1.62 6521.93
19 4378.40 2.29 10017.78
Ukupno (RA1) 36356.22
Ukupno 36356.22
Page 22
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 16
Mreže - specifikacija
Pozicija
Oznaka mreže
B [cm]
L [cm]
n
Jedinična težina [kg/m2]
Ukupna težina [kg]
Napomena
TEMELJNA PLOČA TP-1 (1 kom)
I Q-257 215 605 9 4.02 470.61
I-1 Q-257 172 605 1 4.02 41.83
I-2 Q-257 172 424 1 4.02 29.32
I-3 Q-257 215 424 9 4.02 329.82
I-4 Q-257 123 605 1 4.02 29.91
I-5 Q-257 123 424 1 4.02 20.97
I-6 Q-257 215 393 5 4.02 169.83
I-7 Q-257 84 393 1 4.02 13.27
Ukupno 1105.56
STROPNA PLOČA PRIZEMLJA P-100 i 1. KATA P-200 (2 kom)
I Q-257 215 605 40 4.02 2091.61
I-8 Q-257 167 404 8 4.02 216.98
I-9 Q-257 215 404 8 4.02 279.34
I-10 Q-257 86 404 8 4.02 111.74
I-11 Q-257 212 484 4 4.02 164.99
I-12 Q-257 215 484 4 4.02 167.33
I-13 Q-257 98 484 4 4.02 76.27
I-14 Q-257 212 324 6 4.02 165.68
I-15 Q-257 215 324 4 4.02 112.01
I-16 Q-257 98 324 4 4.02 51.06
I-17 Q-257 117 324 2 4.02 30.48
I-18 Q-257 167 149 4 4.02 40.01
I-19 Q-257 215 149 54 4.02 695.42
I-20 Q-257 132 149 4 4.02 31.63
I-21 Q-257 215 146 20 4.02 252.38
I-22 Q-257 186 146 4 4.02 43.67
I-23 Q-257 167 605 4 4.02 162.46
I-24 Q-257 167 124 2 4.02 16.65
I-25 Q-257 215 124 24 4.02 257.22
I-26 Q-257 215 605 8 4.02 418.32
I-27 Q-257 215 557 2 4.02 96.28
I-28 Q-257 132 605 4 4.02 128.41
I-29 Q-257 132 124 2 4.02 13.16
II-1 Q-503 215 305 32 7.90 1657.74
II-2 Q-503 215 305 4 7.90 207.04
II-3 Q-503 215 304 4 7.90 206.86
II-4 Q-503 215 304 4 7.90 206.68
II-5 Q-503 215 304 4 7.90 206.50
II-6 Q-503 215 304 2 7.90 103.16
Page 23
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 17
Mreže - specifikacija
Pozicija
Oznaka mreže
B [cm]
L [cm]
n
Jedinična težina [kg/m2]
Ukupna težina [kg]
Napomena
II-7 Q-503 215 303 2 7.90 103.07
II-8 Q-503 215 303 4 7.90 205.96
II-9 Q-503 215 303 4 7.90 205.78
II-10 Q-503 215 303 4 7.90 205.60
II-11 Q-503 215 302 4 7.90 205.42
II-12 Q-503 74 302 4 7.90 70.64
II-13 Q-503 215 149 2 7.90 50.62
II-14 Q-503 215 303 2 7.90 103.01
III Q-335 215 605 4 5.26 273.68
III-1 Q-335 215 571 2 5.26 129.10
Ukupno 9763.90
STROPNA PLOČA 2. KATA P-300 (1 kom)
I Q-257 215 605 7 4.02 366.03
I-30 Q-257 215 146 10 4.02 126.19
I-31 Q-257 186 146 2 4.02 21.83
I-32 Q-257 167 149 2 4.02 20.01
I-33 Q-257 215 149 26 4.02 334.83
I-34 Q-257 132 149 2 4.02 15.81
I-35 Q-257 212 324 3 4.02 82.84
I-36 Q-257 117 324 1 4.02 15.24
I-37 Q-257 215 324 2 4.02 56.01
I-38 Q-257 98 324 2 4.02 25.53
I-39 Q-257 167 404 2 4.02 54.24
I-40 Q-257 215 404 2 4.02 69.84
I-41 Q-257 86 404 2 4.02 27.93
I-42 Q-257 47 605 1 4.02 11.43
I-43 Q-257 47 107 1 4.02 2.02
I-44 Q-257 215 107 7 4.02 64.74
I-45 Q-257 215 605 2 4.02 104.58
I-46 Q-257 112 107 1 4.02 4.82
I-47 Q-257 215 414 1 4.02 35.78
I-48 Q-257 147 107 1 4.02 6.32
I-49 Q-257 182 605 1 4.02 44.26
I-50 Q-257 182 107 1 4.02 7.83
II-2 Q-335 167 404 2 5.26 70.98
II-3 Q-335 215 404 2 5.26 91.38
II-4 Q-335 86 404 2 5.26 36.55
III-15 Q-503 212 484 3 7.90 243.18
III-16 Q-503 215 484 2 7.90 164.41
III-17 Q-503 98 484 2 7.90 74.94
Page 24
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 18
Mreže - specifikacija
Pozicija
Oznaka mreže
B [cm]
L [cm]
n
Jedinična težina [kg/m2]
Ukupna težina [kg]
Napomena
III-18 Q-503 117 484 1 7.90 44.74
III-19 Q-503 215 305 7 7.90 362.63
III-20 Q-503 215 605 1 7.90 102.76
IV-1 Q-785 215 305 9 12.33 727.69
IV-2 Q-785 215 305 2 12.33 161.57
IV-3 Q-785 215 304 2 12.33 161.43
IV-4 Q-785 215 304 2 12.33 161.29
IV-5 Q-785 215 304 3 12.33 241.72
IV-6 Q-785 215 304 1 12.33 80.57
IV-7 Q-785 215 303 2 12.33 160.72
IV-8 Q-785 215 303 2 12.33 160.58
IV-9 Q-785 215 303 2 12.33 160.44
IV-10 Q-785 215 302 2 12.33 160.30
IV-11 Q-785 74 302 2 12.33 55.13
IV-12 Q-785 215 304 1 12.33 80.50
IV-13 Q-785 215 303 1 12.33 80.43
Ukupno 5082.04
STROPNA PLOČA 2. KATA - AB ZID (2 kom)
I-1 Q-188 212 94 4 2.96 23.59
I-2 Q-188 215 94 36 2.96 215.36
I-3 Q-188 87 94 2 2.96 4.84
I-4 Q-188 209 94 2 2.96 11.61
Ukupno 255.41
STROPNA PLOČA 2. KATA - KOTLOVNICA (1 kom)
I-5 Q-188 212 334 1 2.96 20.96
I-6 Q-188 177 334 1 2.96 17.50
Ukupno 38.46
STROPNA PLOČA 2. KATA - KUPOLA (2 kom)
I-7 Q-188 124 54 2 2.96 3.96
I-8 Q-188 127 54 2 2.96 4.06
I-9 Q-188 93 54 2 2.96 2.97
Ukupno 11.00
Page 25
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 19
Mreže - rekapitulacija
Oznaka mreže
B [cm]
L [cm]
n
Jedinična težina [kg/m2]
Ukupna težina [kg]
Neto ugrađena težina [kg]
Q-257 215 605 170 4.02 8889.33 8133.47
Q-503 215 605 81 7.90 8323.50 4666.91
Q-335 215 605 11 5.26 752.61 601.68
Q-785 215 605 27 12.33 4330.33 2391.29
Q-188 215 605 9 2.96 346.52 304.86
Ukupno 22642.29 16098.23
Page 26
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 20
Mreže - plan rezanja
Q-257 (605 cm x 215 cm)
2x
I-26 605 x 215
I-26
2x
I-26 605 x 215
I-26
2x
I-26 605 x 215
I-26
1x
I-45 605 x 215
I-45
2x
I-26 605 x 215
I-26
1x
I-45 605 x 215
I-45
1x
I-27 557 x 215I-43 107 x 47
I-27
I-43
1x
I-27 557 x 215
I-27
1x
I-49 605 x 182
I-49
1x
I-1 605 x 172
I-1
4x
I-12 484 x 215I-44 107 x 215
I-12
I-44
3x
I-11 484 x 212I-44 107 x 215
I-11
I-44
1x
I-11 484 x 212I-50 107 x 182
I-11 I-
50
1x
I-23 605 x 167I-42 605 x 47I-23
I-42
3x
I-23 605 x 167
I-23
9x
I-3 424 x 215I-19 149 x 215
I-3 I-19
1x
I-47 414 x 215I-19 149 x 215
I-47
I-19
8x
I-9 404 x 215I-19 149 x 215
I-9 I-19
Page 27
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 21
Mreže - plan rezanja
2x
I-40 404 x 215I-19 149 x 215
I-40
I-19
5x
I-6 393 x 215I-19 149 x 215
I-6 I-19
4x
I-28 605 x 132I-28
1x
I-4 605 x 123I-10 404 x 86I-4
I-10
1x
I-2 424 x 172I-19 149 x 215
I-2
I-19
3x
I-15 324 x 215I-19 149 x 215I-25 124 x 215I-1
5
I-19
I-25
2x
I-37 324 x 215I-19 149 x 215I-25 124 x 215I-3
7
I-19
I-25
1x
I-15 324 x 215I-33 149 x 215I-25 124 x 215I-1
5
I-33
I-25
3x
I-14 324 x 212I-19 149 x 215I-25 124 x 215I-1
4
I-19
I-25
1x
I-35 324 x 212I-19 149 x 215I-25 124 x 215I-3
5
I-19
I-25
3x
I-14 324 x 212I-33 149 x 215I-25 124 x 215I-1
4
I-33
I-25
2x
I-35 324 x 212I-33 149 x 215I-25 124 x 215I-3
5
I-33
I-25
3x
I-8 404 x 167I-19 149 x 215
I-8
I-19
5x
I-8 404 x 167I-33 149 x 215
I-8
I-33
2x
I-39 404 x 167I-33 149 x 215
I-39
I-33
1x
I-5 424 x 123I-10 404 x 86I-19 149 x 215
I-5
I-10
I-19
1x
I-13 484 x 98I-13 484 x 98I-48 107 x 147
I-13
I-13
I-48
1x
I-13 484 x 98I-13 484 x 98I-46 107 x 112
I-13
I-13
I-46
Page 28
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 22
Mreže - plan rezanja
2x
I-17 324 x 117I-10 404 x 86I-17
I-10
1x
I-36 324 x 117I-41 404 x 86I-36
I-41
1x
I-10 404 x 86I-10 404 x 86I-19 149 x 215
I-10
I-10 I-19
1x
I-10 404 x 86I-41 404 x 86I-19 149 x 215
I-10
I-41 I-19
1x
I-10 404 x 86I-7 393 x 84I-19 149 x 215
I-10
I-7
I-19
2x
I-19 149 x 215I-19 149 x 215I-19 149 x 215I-19 149 x 215
I-19
I-19
I-19
I-19
1x
I-19 149 x 215I-33 149 x 215I-33 149 x 215I-33 149 x 215
I-19
I-33
I-33
I-33
2x
I-33 149 x 215I-33 149 x 215I-33 149 x 215I-33 149 x 215
I-33
I-33
I-33
I-33
1x
I-33 149 x 215I-19 149 x 215I-19 149 x 215I-19 149 x 215
I-33
I-19
I-19
I-19
1x
I-33 149 x 215I-38 324 x 98I-16 324 x 98I-25 124 x 215
I-33
I-38
I-16
I-25
1x
I-16 324 x 98I-16 324 x 98I-21 146 x 215I-25 124 x 215
I-16
I-16
I-21
I-25
1x
I-16 324 x 98I-38 324 x 98I-21 146 x 215I-25 124 x 215
I-16
I-38
I-21
I-25
3x
I-21 146 x 215I-21 146 x 215I-21 146 x 215I-21 146 x 215
I-21
I-21
I-21
I-21
1x
I-21 146 x 215I-21 146 x 215I-30 146 x 215I-30 146 x 215
I-21
I-21
I-30
I-30
1x
I-30 146 x 215I-30 146 x 215I-30 146 x 215I-21 146 x 215
I-30
I-30
I-30
I-21
1x
I-30 146 x 215I-30 146 x 215I-30 146 x 215I-30 146 x 215
I-30
I-30
I-30
I-30
1x
I-30 146 x 215I-21 146 x 215I-21 146 x 215I-21 146 x 215
I-30
I-21
I-21
I-21
1x
I-31 146 x 186I-22 146 x 186I-22 146 x 186I-31 146 x 186
I-31
I-22
I-22 I-31
Page 29
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 23
Mreže - plan rezanja
1x
I-22 146 x 186I-22 146 x 186I-25 124 x 215I-25 124 x 215
I-22
I-22
I-25
I-25
1x
I-25 124 x 215I-25 124 x 215I-25 124 x 215I-25 124 x 215
I-25
I-25
I-25
I-25
1x
I-18 149 x 167I-32 149 x 167I-18 149 x 167I-18 149 x 167
I-18
I-32
I-18
I-18
1x
I-18 149 x 167I-32 149 x 167I-24 124 x 167I-24 124 x 167
I-18
I-32
I-24
I-24
1x
I-34 149 x 132I-20 149 x 132I-20 149 x 132I-20 149 x 132
I-34
I-20
I-20
I-20
1x
I-34 149 x 132I-20 149 x 132I-29 124 x 132I-29 124 x 132
I-34
I-20
I-29
I-29
Q-503 (605 cm x 215 cm)
1x
III-20 605 x 215
III-20
2x
III-16 484 x 215
III-16
2x
III-15 484 x 212
III-15
1x
III-15 484 x 212
III-15
1x
II-1 305 x 215II-13 149 x 215II-13 149 x 215II-
1
II-13
II-13
27x
II-1 305 x 215
II-1
4x
II-1 305 x 215
II-1
7x
III-19 305 x 215
III-1
9
4x
II-2 305 x 215
II-2
4x
II-3 304 x 215
II-3
4x
II-4 304 x 215
II-4
2x
II-5 304 x 215
II-5
Page 30
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 24
Mreže - plan rezanja
2x
II-5 304 x 215
II-5
2x
II-6 304 x 215
II-6
2x
II-7 303 x 215
II-7
2x
II-14 303 x 215
II-14
4x
II-8 303 x 215
II-8
2x
II-9 303 x 215II-12 302 x 74II-12 302 x 74II-
9
II-12
II-12
2x
II-9 303 x 215
II-9
4x
II-10 303 x 215II-11 302 x 215
II-10
II-11
1x
III-18 484 x 117III-17 484 x 98III-18
III-17
1x
III-17 484 x 98III-17
Q-335 (605 cm x 215 cm)
2x
III-1 571 x 215
III-1
2x
II-3 404 x 215
II-3
2x
II-2 404 x 167
II-2
1x
II-4 404 x 86II-4 404 x 86
II-4
II-4
Q-785 (605 cm x 215 cm)
2x
IV-1 305 x 215
IV-1
7x
IV-1 305 x 215
IV-1
2x
IV-2 305 x 215
IV-2
2x
IV-3 304 x 215
IV-3
Page 31
ArmCAD 6 [Build 6312] Registered to Studio HM d.o.o. 25
Mreže - plan rezanja
2x
IV-4 304 x 215
IV-4
1x
IV-5 304 x 215
IV-5
1x
IV-5 304 x 215
IV-5
1x
IV-5 304 x 215
IV-5
1x
IV-6 304 x 215
IV-6
1x
IV-12 304 x 215
IV-1
2
1x
IV-13 303 x 215
IV-1
3
2x
IV-7 303 x 215
IV-7
1x
IV-8 303 x 215IV-11 302 x 74IV-11 302 x 74IV
-8
IV-11
IV-11
1x
IV-8 303 x 215
IV-8
2x
IV-9 303 x 215IV-10 302 x 215
IV-9
IV-1
0
Q-188 (605 cm x 215 cm)
1x
I-5 334 x 212I-2 94 x 215I-2 94 x 215I-8 54 x 127
I-5 I-2
I-2
I-8
1x
I-6 334 x 177I-2 94 x 215I-2 94 x 215I-8 54 x 127
I-6
I-2
I-2
I-8
5x
I-2 94 x 215I-2 94 x 215I-2 94 x 215I-2 94 x 215I-2 94 x 215I-2 94 x 215
I-2
I-2
I-2
I-2
I-2
I-2
1x
I-2 94 x 215I-2 94 x 215I-1 94 x 212I-1 94 x 212I-1 94 x 212I-1 94 x 212
I-2
I-2
I-1
I-1
I-1
I-1
1x
I-4 94 x 209I-4 94 x 209I-3 94 x 87I-3 94 x 87I-7 54 x 124I-7 54 x 124I-9 54 x 93I-9 54 x 93
I-4
I-4
I-3 I-3
I-7
I-7
I-9
I-9
Page 32
STUDIO HM d.o.o.
Đurđevac, siječanj 2018.
investitor: STARI GRAD d.o.o. T.D. 02/2018
građevina: PODUZETNIČKI INKUBATOR Z.O.P. 64/2016
lokacija: ĐURĐEVAC, Stjepana Radića 10, k.č.br. 1265/1 k.o. Đurđevac Grad revizija br.
projektant: MIROSLAV HODIĆ, dipl.ing.građ.
STUDIO HM d.o.o. I Z V E D B E N I P R O J E K T 5
P L A N A R M A T U R E
1. TEMELJNA STOPA – TS1
2. TEMELJNA TRAKA - OS A, B i D
3. TEMELJNA TRAKA - OS C i
OS 1, 2, 3, 4, 5 i 6
4. ANKERI STUPOVA
5. TEMELJNA PLOČA
6. AB GREDE PRIZEMLJE -
POZ 101-102-103-104-105
7. AB GREDE PRIZEMLJE -
POZ 106, 107-108-109 i 110
8. AB GREDE PRIZEMLJE -
POZ 111-112-113-114-115
9. AB GREDE PRIZEMLJE -
POZ 116-117, 118-119, 120-121, 122-123,
124-125 i 126-127
10. STROPNA PLOČA PRIZEMLJA i 1. KATA -
DONJA ZONA
11. STROPNA PLOČA PRIZEMLJA i 1. KATA -
DONJA ZONA - dodatna armatura
12. STROPNA PLOČA PRIZEMLJA i 1. KATA -
GORNJA ZONA
13. STROPNA PLOČA PRIZEMLJA i 1. KATA -
GORNJA ZONA - dodatna armatura
14. AB GREDE PRIZEMLJE -
POZ 201-202-203-204-205
15. AB GREDE 1. KATA -
POZ 206, 207-208-209 i 210
16. AB GREDE 1. KATA -
POZ 211-212-213-214-215
17. AB GREDE 1. KATA -
POZ 216-217, 218-219, 220-221, 222-223,
224-225 i 226-227
18. AB GREDE 2. KATA -
POZ 301-302-303-304-305 i 306 i 310
19. AB GREDA 2. KATA - POZ 307-308-309
20. AB GREDE 2. KATA -
POZ 311-312-313-314-315
21. AB GREDE 2. KATA -
POZ 316-317, 318-319, 320-321, 322-323,
324-325 i 326-327
22. STROPNA PLOČA 2. KATA - DONJA ZONA
23. STROPNA PLOČA 2. KATA - DONJA ZONA
- dodatna armatura
24. STROPNA PLOČA 2. KATA -
GORNJA ZONA
25. STROPNA PLOČA 2. KATA - GORNJA
ZONA - dodatna armatura
26. STROPNA PLOČA 2. KATA - AB ZID,
KOTLOVNICA i KUPOLA
27. STEPENICE - PRIZEMLJE i KAT
28. STUPOVI PRIZEMLJE
29. STUPOVI 1. KAT
30. STUPOVI 2. KAT
Page 33
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
TEMELJNA STOPA TS1 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:1.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
300
300
60
e=15n=5
e=10n=13
e=15n=5
3 23RØ16
e=15
n=5
e=10
n=13
e=15
n=5 3 23RØ16
3 21RØ16
321
RØ
16
3 5RØ16/15 3 13RØ16/10 3 5RØ16/15
35R
Ø16
/15
313
RØ
16/1
03
5RØ
16/1
5
16R
Ø10
/15
112
RØ
10/1
01
6RØ
10/1
5
1 6RØ10/151 12RØ10/101 6RØ10/15
1 24RØ10/15/10/15 L=444 (48)
20
54
296
54
20
3 23RØ16/15/10/15 L=334 (46)
20 294 20
323
RØ
16/1
5/10
/15
L=33
4 (4
6)
20
294
20
124
RØ
10/1
5/10
/15
L=44
4 (4
8)
20
54
296
54
20
TEMELJNA STOPAPOZ TS1MJ 1:50
TEMELJNA STOPA POZ TS1 300x300
12 kom
620
300
60
e=15n=7
e=10n=12
e=15n=11
e=10n=12
e=15n=7
5 21RØ164
42R
Ø16
4 7RØ16/15 4 12RØ16/10 4 11RØ16/15 4 12RØ16/10 4 7RØ16/155
4RØ
16/2
05
13R
Ø16
/10
54R
Ø16
/20
TEMELJNA STOPA POZ TS1 620x300
3 kom
1±6
RØ
10/1
51
±12R
Ø10
/10
1±6
RØ
10/1
52 7RØ10/152 12RØ10/102 12RØ10/152 12RØ10/102 6RØ10/15
442
RØ
16 L
=334
(49)
20
294
20
e=15
n=6
e=10
n=13
e=15
n=6
e=15
n=6
e=10
n=13
e=15
n=6
5 25RØ16/15/10/15 L=375 (50)
20355
5 25RØ16/15/10/15 L=375 (50)
20 355
96
4 49RØ16
5 21RØ16
5 25RØ16
5 25RØ16
1 ±24RØ10/15/10/15 L=411 (48)
20
54
337
1 ±24RØ10/15/10/15 L=411 (48)
20
54
337
60
249
RØ
10/1
5/10
/15/
10/1
5 L=
444
(49)
20
54
296
54
20
2R
Ø12
2 RØ12 L=
300 (
16)
45
76
58
76
45
2 16RØ12/50
3 16RØ12
/50 L=
300 (
32)
45
76
5876
453 16
RØ12/50
L=30
0 (32
)
45
76
5876
45
2 16RØ12/50 L=300 (16)45
76
5876
45
2 RØ12
3 RØ123 RØ123
RØ
12
3 16RØ12
/50 L=
300 (
32)45
76
58
76
45
Page 34
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
TEMELJNA TRAKA OS A, B i D - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:2.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
TEMELJNA TRAKAOS A, B i D
MJ 1:50
1 2 3 4 5 6
TEMELJNA TRAKA OS A i D
2 kom
40
80
15
4 3RØ16
4 2RØ16
4 3RØ16
1 RUØ8/20
2-2R=1:50
22
2 87RUØ8/20
40
80
15
4 3RØ16
4 2RØ16
4 3RØ16
2 RUØ8/20
1-1R=1:50
11
4 3RØ16
4 2RØ16
4 3RØ16
4 3RØ16
4 2RØ16
4 3RØ16
4 3RØ16
4 2RØ16
4 3RØ16
4 3RØ16
4 2RØ16
4 3RØ16
82 82 82
4 3RØ16 L=600 (32)600
4 2RØ16 L=600 (32)600
4 3RØ16 L=600 (32)600
4 3RØ16 L=600 (32)600
4 2RØ16 L=600 (32)600
4 3RØ16 L=600 (32)600
4 3RØ16 L=600 (32)600
4 2RØ16 L=600 (32)600
4 3RØ16 L=600 (32)600
4 3RØ16 L=600 (32)600
4 2RØ16 L=600 (32)600
4 3RØ16 L=600 (32)600
1 19RUØ8/20
5 6
TEMELJNA TRAKA OS B5-6
2 (3+2+3)RØ16
2 3RØ16 L=453 (8)453
2 2RØ16 L=453 (8)453
2 3RØ16 L=453 (8)453
2 87RUØ8/20 L=256 (87)
34
85
34
859
1 19RUØ8/20 L=256 (19)
34
85
34
859
3 3RØ16
3 3RØ16 L=200 (3)200
1 18RUØ8/20 1 19RUØ8/20
1 2
2 (3+2+3)RØ16
2 3RØ16 L=453 (8)453
2 2RØ16 L=453 (8)453
2 3RØ16 L=453 (8)453
1 19RUØ8/20 L=256 (19)
34
85
34
859
TEMELJNA TRAKA OS B1-2
Page 35
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
TEMELJNA TRAKA OS C i OS 1, 2, 3, 4, 5 i 6 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:3.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
TEMELJNA TRAKAOS C
i OS 1, 2, 3, 4, 5 i 6
MJ 1:50TEMELJNA TRAKA OS C
2 3 4 5
1 62RUØ8/20
2 (3+2+3)RØ16 3 (3+2+3)RØ16 3 (3+2+3)RØ1696 97
2 3RØ16 L=300 (8)300
2 2RØ16 L=300 (8)300
2 3RØ16 L=300 (8)300
3 3RØ16 L=600 (16)600
3 2RØ16 L=600 (16)600
3 3RØ16 L=600 (16)600
3 3RØ16 L=600 (16)600
3 2RØ16 L=600 (16)600
3 3RØ16 L=600 (16)600
40
80
15
2 3RØ16
2 2RØ16
2 3RØ16
1 RUØ8/20
2-2R=1:50
22
40
80
15
3 3RØ16
3 2RØ16
3 3RØ16
1 RUØ8/20
3-3R=1:50
33
1 62RUØ8/20 L=256 (62)
34
85
34
859
A B DC
1 44RUØ8/20
2 (3+2+3)RØ16 3 (3+2+3)RØ16
TEMELJNA TRAKA OS 1, 2, 3, 4, 5 i 6
6 kom
2 3RØ16 L=420 (8)420
2 2RØ16 L=420 (8)420
2 3RØ16 L=420 (8)420
3 3RØ16 L=600 (8)600
3 2RØ16 L=600 (8)600
3 3RØ16 L=600 (8)600
40
80
15
2 3RØ16
2 2RØ16
2 3RØ16
1 RUØ8/20
4-4R=1:50
44
40
80
15
3 3RØ16
3 2RØ16
3 3RØ16
1 RUØ8/20
5-5R=1:50
55
94
1 32RØ8/30
1 32RØ8/30 L=250 (32)119 12
119
Page 36
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
ANKERI STUPOVA - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:4.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
ANKERI STUPOVAMJ 1:50
ANKERI STUPOVABS 10012 kom
40
2 16RØ19
1 RUØ10
111
RU
Ø10
/15
2R
Ø19
L=2
71 (1
6)
20
148
499
1 RUØ10 L=153 (11)
34 24
11
98
80
60
15
ANKERI STUPOVABS 1014 kom
98
80
60
15
111
RU
Ø10
/15
8-8R=1:25
88
ANKERI STUPOVABS 1022 kom
98
80
60
15
111
RU
Ø10
/15
9-9R=1:25
99
30
30
24R
Ø19
2 4RØ19
2 2RØ19
2 2RØ19
1 RUØ10
30
40
26R
Ø19
2 6RØ19
2 2RØ19
2 2RØ19
1 RUØ10
2 16RØ19 2(6
+2+2
+6)R
Ø19
2(4
+2+2
+4)R
Ø19
Page 37
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
TEMELJNA PLOČA - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:5.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
TEMELJNA PLOČATP-1
MJ 1:50
A A
B B
D D
1
1
2
2
3
3
4
4
5
5
6
6
I-1Q
-257
605x
172
I-2Q
-257
424x
172
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I Q-2
5760
5x21
5
I-3Q
-257
424x
215
I-4Q
-257
605x
123
I-5Q
-257
424x
123
I Q-257
25
15
80
60
2 220RØ8
Jahači 1 kom / m²
2 220RØ8 L=74 (220)207
20720
25
25
1 RUØ8I-6 Q-257393x215
I-6 Q-257393x215
I-6 Q-257393x215
I-6 Q-257393x215
I-6 Q-257393x215
I-7 Q-257393x84
130
RØ
8/30
1 30RØ8/30 L=250 (32)119 12
119
Page 38
40 385 30
1 11RUØ8/10 1 11RUØ8/15 1 11RUØ8/10 1 11RUØ8/10 1 4R
5 7RØ14 L=362 (14)190
32
140
4 7RØ14 L=340 (14)340
3 2RØ14 L=250 (14)250
2 2RØ14
7 4RØ14 L=500 (4)500
6 3RØ14440
1 RUØ8/10
40
2020
5 7RØ14
7 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
3 2RØ14
7 4RØ14
2-2R=1:50
22
40
2020
4 7RØ14
7 4RØ14
3-3R=1:50
33
2020
4-R=1:
44
1 33RUØ8/10/15/10 L=154 (95)
34 34 34
3499
AB GREDA POZ 107-108-109 N=1
1 RUØ
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE PRIZEMLJE - POZ 101-102-103-104-105 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:6.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE PRIZEMLJEPOZ 101-102 i 104-105
iPOZ 103MJ 1:50
40 385 40 440 30 290 30 440 40 385 40
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
4 7RØ14 L=362 (28)190
32
140
3 7RØ14 L=360 (14)360
3 7RØ14 L=360 (14)360
4 7RØ14 L=362 (28)190
32
140
2 2RØ14 L=250 (18)250
2 2RØ14 L=250 (18)250
2 2RØ14 L=250 (18)250
2 2RØ14 L=250 (18)250
5 3RØ14 L=500 (14)500
5 4RØ14 L=500 (14)500
5 4RØ14 L=500 (14)500
5 3RØ14 L=500 (14)500
1 RUØ8/10
40
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
2 2RØ14
5 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
3 7RØ14
25R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
2 2RØ14
5 4RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
5 4RØ14
8-8R=1:50
88
1 RUØ8/10
40
2020
3 7RØ14
9-9R=1:50
99
1 RUØ8/20
40
2020
2 2RØ14
5 3RØ14
10-10R=1:50
1010
1 30RUØ8/10/20/10 L=154 (124)
34 34 34
34
99
AB GREDA POZ 101-102 N=1
2 5RØ14 L=250 (18)250
2 5RØ14 L=250 (18)250
5 3RØ14
25R
Ø14
5 4RØ14
25R
Ø14
5 4RØ14
3 5RØ14 L=250 (14)250
35R
Ø14
5 3RØ14
4 7RØ14
5 3RØ14
2 2RØ14
5 (3+4)RØ14
2 5RØ14
3 7RØ14
5 4RØ14
2 2RØ14
5 4RØ14
2 2RØ14
5 (4+3)RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 7RØ14
7 4RØ14
5 7RØ14
7 4RØ14
3 2RØ14
6 3RØ14, 7 4RØ14
3 5RØ14
4 7RØ14
1 15RUØ8/20
AB GREDA POZ 103 AB GREDA POZ 104-105 N=1
30 290 30
40
24
2 2RØ16
2 5RØ16
1 RUØ8/20
4-4R=1:25
442 (5+2)RØ16
2 5RØ16 L=344 (7)344
2 2RØ16 L=344 (7)344
4 7RØ14 L=362 (28)190
32
140
Page 39
40 385 40
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
3 7RØ14 L=348 (14)190
32
126
3 7RØ14 L=348 (14)190
32
126
2 4RØ14 L=230 (4)230
4 4RØ14 L=460 (4)460
1 RUØ8/10
40
2020
3 7RØ14
4 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 4RØ14
4 4RØ14
2-2R=1:50
22
1 30RUØ8/10/20/10 L=154 (30)
34 34 34
34
99
AB GREDA POZ 106 i 110
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE PRIZEMLJE - POZ 106, 107-108-109 i 110 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:7.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDA PRIZEMLJEPOZ 107-108-109
iPOZ 106 i 110
MJ 1:50
40 385 30 290 30 440 40
1 11RUØ8/10 1 11RUØ8/15 1 11RUØ8/10 1 11RUØ8/10 1 4RUØ8/15 1 11RUØ8/10 1 11RUØ8/10 1 14RUØ8/15 1 11RUØ8/10
5 7RØ14 L=362 (14)190
32
140
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
5 7RØ14 L=362 (14)190
32
140
3 2RØ14 L=250 (14)250
2 2RØ14 L=180 (2)180
3 2RØ14 L=250 (14)250
7 4RØ14 L=500 (4)500
6 3RØ14 L=440 (3)440
8 4RØ14 L=550 (4)550
1 RUØ8/10
40
2020
5 7RØ14
7 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
3 2RØ14
7 4RØ14
2-2R=1:50
22
40
2020
4 7RØ14
7 4RØ14
3-3R=1:50
33
40
2020
2 2RØ14
6 3RØ14
4-4R=1:50
44
40
2020
4 2RØ14
6 3RØ14
6-6R=1:50
66
40
2020
3 2RØ14
8 4RØ14
7-7R=1:50
77
1 33RUØ8/10/15/10 L=154 (95)
34 34 34
3499
AB GREDA POZ 107-108-109 N=1
1 RUØ8/15
1 RUØ8/101 RUØ8/10
1 RUØ8/15
3 5RØ14 L=250 (14)250
3 5RØ14 L=250 (14)250
35R
Ø14
35R
Ø14
40 385 40 440 30 290 30
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 3RUØ8/20 1 11RUØ8/10 1 11RUØ8/10
6 7RØ14 L=362 (14)190
32
140
5 7RØ14 L=360 (14)360
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
2 2RØ14 L=180 (2)180
8 3RØ14 L=500 (6)500
9 3RØ14 L=600 (6)600
7 3RØ14 L=440 (3)440
1 RUØ8/10
40
2020
6 7RØ14
8 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
5 7RØ14
35R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
4 7RØ14
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
6-6R=1:50
66
40
2020
7-7R=1:50
77
2020
1 30RUØ8/10/20/10 L=154 (149)
34 34 34
34
99
AB GREDA POZ 111-112-113-114-115 N=1
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
7 3RØ14
8 3RØ14
35R
Ø14
9 3RØ14
35R
Ø14
4 4RØ14
2 4RØ14
4 4RØ14
3 7RØ14
4 4RØ14
3 7RØ14
7 4RØ14
5 7RØ14
7 4RØ14
3 2RØ14
6 3RØ14, 7 4RØ14
3 5RØ14
4 7RØ14
6 3RØ14
2 2RØ14
6 3RØ14, 8 4RØ14
3 5RØ14
4 7RØ14
8 4RØ14
3 2RØ14
8 4RØ14
5 7RØ14
8 3RØ14
6 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14, 9 3RØ14
3 5RØ14
5 7RØ14
9 3RØ14
3 2RØ14
9 3RØ147 3RØ14,
3 5RØ14
4 7RØ14
7 3RØ14
2 2RØ14
7 3RØ14, 9 3RØ14
3 5RØ14
4 7RØ14
Page 40
40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360360
2 2RØ14 L=250 (9)250
5 3RØ14 L=520 (6)520
1 RUØ8/10
40
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
2-2R=1:50
22
33
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 116-117 i 126-127
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE PRIZEMLJE - POZ 111-112-113-114-115 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:8.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE PRIZEMLJEPOZ 111-112-113-114-115
MJ 1:50
40 385 40 440 30 290 30 440 40 385 40
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 3RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
6 7RØ14 L=362 (14)190
32
140
5 7RØ14 L=360 (14)360
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
5 7RØ14 L=360 (14)360
6 7RØ14 L=362 (14)190
32
140
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
2 2RØ14 L=180 (2)180
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
8 3RØ14 L=500 (6)500
9 3RØ14 L=600 (6)600
7 3RØ14 L=440 (3)440
9 3RØ14 L=600 (6)600
8 3RØ14 L=500 (6)500
1 RUØ8/10
40
2020
6 7RØ14
8 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
5 7RØ14
35R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
4 7RØ14
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
6-6R=1:50
66
1 RUØ8/10
40
2020
4 7RØ14
7-7R=1:50
77
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
8-8R=1:50
88
1 RUØ8/10
40
2020
5 7RØ14
9-9R=1:50
99
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
10-10R=1:50
1010
1 30RUØ8/10/20/10 L=154 (149)
34 34 34
34
99
AB GREDA POZ 111-112-113-114-115 N=1
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
7 3RØ14
8 3RØ14
35R
Ø14
9 3RØ14
35R
Ø14
7 3RØ14
35R
Ø14
9 3RØ14
2 5RØ14 L=250 (9)250
8 3RØ14
6 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14, 9 3RØ14
3 5RØ14
5 7RØ14
9 3RØ14
3 2RØ14
9 3RØ147 3RØ14,
3 5RØ14
4 7RØ14
7 3RØ14
2 2RØ14
7 3RØ14, 9 3RØ14
3 5RØ14
4 7RØ14
9 3RØ14
3 2RØ14
9 3RØ148 3RØ14,
3 5RØ14
5 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14
6 7RØ14
5 3RØ14
4 7RØ14
5 3RØ14
2 2RØ14
5 2x3
2 5
3 7
Page 41
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 3RØ14 L=520 (6)520
5 3RØ14 L=520 (6)520
1 RUØ8/10
40
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
3 7RØ14
5 3RØ14
3-3R=1:50
33
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 116-117 i 126-127
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE PRIZEMLJE - POZ 116-117, 118-119, 120-121, 122-123, 124-125 i 126-127
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:9.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE PRIZEMLJEPOZ 116-117, 118-119, 120-121, 122-123, 124-125 i 126-127
MJ 1:50
2 5RØ14 L=250 (9)250
25R
Ø14
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 4RØ14 L=520 (7)520
5 3RØ14 L=520 (7)520
1 RUØ8/10
40
2020
4 7RØ14
5 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 4RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
3 7RØ14
5 4RØ14
3-3R=1:50
33
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 118-119 i 124-125
2 5RØ14 L=250 (9)250
25R
Ø14
5 3RØ14
4 7RØ14
5 3RØ14
2 2RØ14
5 2x3RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 2RØ14
5 4RØ14
4 7RØ14
5 4RØ14
2 2RØ14
5 (4+3)RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 2RØ14
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 3RØ14 L=520 (6)520
5 3RØ14 L=520 (6)520
1 RUØ8/10
30
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/15
30
2020
2 2RØ14
5 3RØ14
2-2R=1:50
22
1 RUØ8/10
30
2020
3 7RØ14
5 3RØ14
3-3R=1:50
33
1 RUØ8/15
30
2020
2 2RØ14
5 3RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=134 (62)
34 24 34
2499
AB GREDA POZ 120-121 i 122-123
2 5RØ14 L=250 (9)250
25R
Ø14
5 3RØ14
4 7RØ14
5 3RØ14
2 2RØ14
5 2x3RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 2RØ14
Page 42
A A
B B
D D
B B
C C
1
1
2
2
3
3
4
4
5
5
6
6
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA PRIZEMLJA i 1. KATA - DONJA ZONA - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:10.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA PRIZEMLJA P-100
i1. KATA P-200DONJA ZONA
MJ 1:50
I-8Q
-257
404x
167
I-9Q
-257
404x
215
I-10
Q-2
5740
4x86
I-8Q
-257
404x
167
I-9Q
-257
404x
215
I-10
Q-2
5740
4x86
I-8Q
-257
404x
167
I-9Q
-257
404x
215
I-10
Q-2
5740
4x86
I-8Q
-257
404x
167
I-9Q
-257
404x
215
I-10
Q-2
5740
4x86
I-11
Q-2
5748
4x21
2
I-12
Q-2
5748
4x21
5
I-13
Q-2
5748
4x98
I-11
Q-2
5748
4x21
2
I-12
Q-2
5748
4x21
5
I-13
Q-2
5748
4x98
I-14
Q-257
324x
212
I-15
Q-257
324x
215
I-16
Q-2
5732
4x98
I-14
Q-257
324x
212
I-15
Q-257
324x
215
I-16
Q-2
5732
4x98
I-14
Q-257
324x
212
I-17
Q-2
5732
4x11
7
A
B
D
2
I-18 Q-25
7
149x
167
I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215I-19 Q-257
149x215
I-20 Q-25
7
149x
132
I-18 Q-257
149x167
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-19 Q-257149x215
I-20 Q-257
149x132I-21
Q-257
146x215I-21
Q-257
146x215I-21
Q-257
146x215I-21
Q-257
146x215I-21
Q-257
146x215I-22
Q-257
146x186
I-21
Q-257
146x
215
I-21
Q-257
146x
215
I-21
Q-257
146x
215
I-21
Q-257
146x
215
I-21
Q-257
146x
215
I-22
Q-257
146x
186
STROPNA PLOČA 1. KATA P-200 - PRISTUP ZA
KOTLOVNICUDONJA ZONA
Page 43
A A
B B
D D
B B
C C
1
1
2
2
3
3
4
4
5
5
6
6
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA PRIZEMLJA i 1. KATA - DONJA ZONA - DODATNA ARMATURA
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:11.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA PRIZEMLJA P-100
i1. KATA P-200DONJA ZONA
dodatna armaturaMJ 1:50
1 300RØ8Jahači 1 kom / m²
1 300RØ8 L=84 (300)20
12
201220
3 20RØ12/20
2 124RØ8/20
2 63RØ8/20
2 124RØ8/20
2 63RØ8/20
3 44RØ12/20
3 62RØ12/20
3 20RØ12/20
3 43RØ12/203 43RØ12/20
2 17RØ8/202 17RØ8/203 43RØ12/20
3 43RØ12/20
3 43RØ12/20
A
B
D
5 2RØ12
4 2RØ12 5 2RØ12 5 2RØ12 5 2RØ12 5 2RØ12
5 2RØ12
5 2RØ12
3 2RØ12
5 2RØ12
5 2RØ12
STROPNA PLOČA 1. KATA P-200 - PRISTUP ZA
KOTLOVNICUDONJA ZONA
dodatna armatura
2 63RØ8/20 L=200 (424)94 12
94
3 43RØ12/20 L=200 (507)200
Page 44
A A
B B
D D
B B
C C
1
1
2
2
3
3
4
4
5
5
6
6
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA PRIZEMLJA i 1. KATA - GORNJA ZONA - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:12.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA PRIZEMLJA P-100
i1. KATA P-200
GORNJA ZONAMJ 1:50
I-23
Q-2
5760
5x16
7
I-23
Q-2
5760
5x16
7
I-24 Q-257
124x167
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I-26
Q-2
5760
5x21
5I-2
6Q
-257
605x
215
I-25 Q-257
124x215
I-19 Q-257
149x215
I-27
Q-2
5755
7x21
5
I-26
Q-2
5760
5x21
5
I-26
Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I Q-2
5760
5x21
5
I Q-2
5760
5x21
5
I-25 Q-257
124x215
I-28
Q-2
5760
5x13
2
I-28
Q-2
5760
5x13
2
I-29 Q-25
7
124x
132
A
B
D
STROPNA PLOČA 1. KATA P-200 - PRISTUP ZA
KOTLOVNICUGORNJA ZONA
Page 45
A A
B B
D D
B B
C C
1
1
2
2
3
3
4
4
5
5
6
6
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA PRIZEMLJA i 1. KATA - GORNJA ZONA - DODATNA ARMATURA
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:13.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA PRIZEMLJA P-100
i1. KATA P-200
GORNJA ZONAdoddatna armatura
MJ 1:50
II-1 Q-503305x215
II-1 Q-503305x215
II-1 Q-503305x215
II-1 Q-503305x215
II-1 Q-503305x215
II-1 Q-503305x215
II-1 Q-503305x215
II-1Q-503
305x215
II-1Q-503
305x215
II-1Q-503
305x215
II-1Q-503
305x215
II-1Q-503
305x215
II-1Q-503
305x215
II-1Q-503
305x215
II-1Q-503
305x215
II-2Q-503
305x215
II-3Q-503
304x215
II-4Q-503
304x215
II-5Q-503
304x215
II-6Q-503
304x215
II-7Q-503
303x215
II-8Q-503
303x215
II-9Q-503
303x215
II-10Q-503
303x215
II-11Q-503
302x215
II-12Q
-503
302x74
II-1
Q-503
305x
215
II-2
Q-503
305x
215
II-3
Q-503
304x
215
II-4
Q-503
304x
215
II-5
Q-503
304x
215
II-13 Q-503
149x215
II-14
Q-503
303x
215
II-8
Q-503
303x
215
II-9
Q-503
303x
215
II-10
Q-503
303x
215
II-11
Q-503
302x
215
II-12
Q-5
0330
2x74
III Q-335605x215
III Q-335605x215
III-1 Q-335571x215
Page 46
40 385
1 11RUØ8/10 1 11RUØ8/15
5 7RØ14 L=362 (14)190
32
140
3 2RØ14 L=250250
7 4RØ14 L=500 (4)500
1 RUØ8/10
40
2020
5 7RØ14
7 4RØ14
1-1R=1:50
11
1 RUØ
40
2020
3 2RØ14
7 4RØ14
2-2R=1:50
22
1 33RUØ8/10/15/10 L=154 (95)
34 34 34
3499
AB GREDA POZ 207-208-209 N=1
7 4RØ14
5 7RØ14
7 4RØ14
3 2RØ14
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE PRIZEMLJE - POZ 201-202-203-204-205 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:14.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE PRIZEMLJEPOZ 201-202 i 204-205
iPOZ 203MJ 1:50
40 385 40 440 30 290 30 440 40 385 40
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
4 7RØ14 L=362 (28)190
32
140
3 7RØ14 L=360 (14)360
3 7RØ14 L=360 (14)360
4 7RØ14 L=362 (28)190
32
140
2 2RØ14 L=250 (18)250
2 2RØ14 L=250 (18)250
2 2RØ14 L=250 (18)250
2 2RØ14 L=250 (18)250
5 3RØ14 L=500 (14)500
5 4RØ14 L=500 (14)500
5 4RØ14 L=500 (14)500
5 3RØ14 L=500 (14)500
1 RUØ8/10
40
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
2 2RØ14
5 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
3 7RØ14
25R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
2 2RØ14
5 4RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
5 4RØ14
8-8R=1:50
88
1 RUØ8/10
40
2020
3 7RØ14
9-9R=1:50
99
1 RUØ8/20
40
2020
2 2RØ14
5 3RØ14
10-10R=1:50
1010
1 30RUØ8/10/20/10 L=154 (124)
34 34 34
34
99
AB GREDA POZ 201-202 N=1
2 5RØ14 L=250 (18)250
2 5RØ14 L=250 (18)250
5 3RØ14
25R
Ø14
5 4RØ14
25R
Ø14
5 4RØ14
5 3RØ14
4 7RØ14
5 3RØ14
2 2RØ14
5 (3+4)RØ14
2 5RØ14
3 7RØ14
5 4RØ14
2 2RØ14
5 4RØ14
2 2RØ14
5 (4+3)RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 7RØ14
1 15RUØ8/20
AB GREDA POZ 203 AB GREDA POZ 204-205 N=1
30 290 30
4 7RØ14 L=362 (28)190
32
140 4 7RØ14 L=362 (28)190
32
140
40
24
2 2RØ16
2 5RØ16
1 RUØ8/20
5-5R=1:25
55
2 5RØ16 L=344 (7)344
2 2RØ16 L=344 (7)344
2 (5+2)RØ16
Page 47
40 385 40
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
3 7RØ14 L=348 (14)190
32
126
3 7RØ14 L=348 (14)190
32
126
2 4RØ14 L=230 (4)230
4 4RØ14 L=460 (4)460
1 RUØ8/10
40
2020
3 7RØ14
4 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 4RØ14
4 4RØ14
2-2R=1:50
22
1 30RUØ8/10/20/10 L=154 (30)
34 34 34
34
99
AB GREDA POZ 206 i 210
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE 1. KATA - POZ 206, 207-208-209 i 210 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:15.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDA 1. KATAPOZ 207-208-209
iPOZ 206 i 210
MJ 1:50
40 385 30 290 30 440 40
1 11RUØ8/10 1 11RUØ8/15 1 11RUØ8/10 1 11RUØ8/10 1 4RUØ8/15 1 11RUØ8/10 1 11RUØ8/10 1 14RUØ8/15 1 11RUØ8/10
5 7RØ14 L=362 (14)190
32
140
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
5 7RØ14 L=362 (14)190
32
140
3 2RØ14 L=250 (14)250
2 2RØ14 L=180 (2)180
3 2RØ14 L=250 (14)250
7 4RØ14 L=500 (4)500
6 3RØ14 L=440 (3)440
8 4RØ14 L=550 (4)550
1 RUØ8/10
40
2020
5 7RØ14
7 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
3 2RØ14
7 4RØ14
2-2R=1:50
22
40
2020
4 7RØ14
7 4RØ14
3-3R=1:50
33
40
2020
2 2RØ14
6 3RØ14
4-4R=1:50
44
40
2020
4 2RØ14
6 3RØ14
6-6R=1:50
66
40
2020
3 2RØ14
8 4RØ14
7-7R=1:50
77
1 33RUØ8/10/15/10 L=154 (95)
34 34 34
3499
AB GREDA POZ 207-208-209 N=1
1 RUØ8/15
1 RUØ8/101 RUØ8/10
1 RUØ8/15
3 5RØ14 L=250 (14)250
3 5RØ14 L=250 (14)250
35R
Ø14
35R
Ø14
40 385 40 440 30 290 30
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 3RUØ8/20 1 11RUØ8/10 1 11RUØ8/10
6 7RØ14 L=362 (14)190
32
140
5 7RØ14 L=360 (14)360
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
2 2RØ14 L=180 (2)180
8 3RØ14 L=500 (6)500
9 3RØ14 L=600 (6)600
7 3RØ14 L=440 (3)440
1 RUØ8/10
40
2020
6 7RØ14
8 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
5 7RØ14
35R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
4 7RØ14
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
6-6R=1:50
66
40
2020
7-7R=1:50
77
2020
1 30RUØ8/10/20/10 L=154 (149)
34 34 34
34
99
AB GREDA POZ 211-212-213-214-215 N=1
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
7 3RØ14
8 3RØ14
35R
Ø14
9 3RØ14
35R
Ø14
4 4RØ14
2 4RØ14
4 4RØ14
3 7RØ14
4 4RØ14
3 7RØ14
7 4RØ14
5 7RØ14
7 4RØ14
3 2RØ14
6 3RØ14, 7 4RØ14
3 5RØ14
4 7RØ14
6 3RØ14
2 2RØ14
6 3RØ14, 8 4RØ14
3 5RØ14
4 7RØ14
8 4RØ14
3 2RØ14
8 4RØ14
5 7RØ14
8 3RØ14
6 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14, 9 3RØ14
3 5RØ14
5 7RØ14
9 3RØ14
3 2RØ14
9 3RØ147 3RØ14,
3 5RØ14
4 7RØ14
7 3RØ14
2 2RØ14
7 3RØ14, 9 3RØ14
3 5RØ14
4 7RØ14
Page 48
40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360360
2 2RØ14 L=250 (9)250
5 3RØ14 L=520 (6)520
1 RUØ8/10
40
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
2-2R=1:50
22
33
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 216-217 i 226-227
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE 1. KATA - POZ 211-212-213-214-215 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:16.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE 1. KATAPOZ 211-212-213-214-215
MJ 1:50
40 385 40 440 30 290 30 440 40 385 40
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 3RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
6 7RØ14 L=362 (14)190
32
140
5 7RØ14 L=360 (14)360
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
5 7RØ14 L=360 (14)360
6 7RØ14 L=362 (14)190
32
140
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
2 2RØ14 L=180 (2)180
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
8 3RØ14 L=500 (6)500
9 3RØ14 L=600 (6)600
7 3RØ14 L=440 (3)440
9 3RØ14 L=600 (6)600
8 3RØ14 L=500 (6)500
1 RUØ8/10
40
2020
6 7RØ14
8 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
5 7RØ14
35R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
4 7RØ14
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
6-6R=1:50
66
1 RUØ8/10
40
2020
4 7RØ14
7-7R=1:50
77
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
8-8R=1:50
88
1 RUØ8/10
40
2020
5 7RØ14
9-9R=1:50
99
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
10-10R=1:50
1010
1 30RUØ8/10/20/10 L=154 (149)
34 34 34
34
99
AB GREDA POZ 211-212-213-214-215 N=1
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
7 3RØ14
8 3RØ14
35R
Ø14
9 3RØ14
35R
Ø14
7 3RØ14
35R
Ø14
9 3RØ14
2 5RØ14 L=250250
8 3RØ14
6 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14, 9 3RØ14
3 5RØ14
5 7RØ14
9 3RØ14
3 2RØ14
9 3RØ147 3RØ14,
3 5RØ14
4 7RØ14
7 3RØ14
2 2RØ14
7 3RØ14, 9 3RØ14
3 5RØ14
4 7RØ14
9 3RØ14
3 2RØ14
9 3RØ148 3RØ14,
3 5RØ14
5 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14
6 7RØ14
5 3RØ14
4 7RØ14
5 3RØ14
2 2RØ14
5 2x3
2 5
3 7
Page 49
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 3RØ14 L=520 (6)520
5 3RØ14 L=520 (6)520
1 RUØ8/10
40
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
3 7RØ14
5 3RØ14
3-3R=1:50
33
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 216-217 i 226-227
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE 1. KATA - POZ 216-217, 218-219, 220-221, 222-223, 224-225 i 226-227
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:17.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE 1. KATAPOZ 216-217, 218-219, 220-221, 222-223, 224-225 i 226-227
MJ 1:50
2 5RØ14 L=250 (9)250
25R
Ø14
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 4RØ14 L=520 (7)520
5 3RØ14 L=520 (7)520
1 RUØ8/10
40
2020
4 7RØ14
5 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 4RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
3 7RØ14
5 4RØ14
3-3R=1:50
33
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 218-219 i 224-225
2 5RØ14 L=250 (9)250
25R
Ø14
5 3RØ14
4 7RØ14
5 3RØ14
2 2RØ14
5 2x3RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 2RØ14
5 4RØ14
4 7RØ14
5 4RØ14
2 2RØ14
5 (4+3)RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 2RØ14
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 3RØ14 L=520 (6)520
5 3RØ14 L=520 (6)520
1 RUØ8/10
30
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/15
30
2020
2 2RØ14
5 3RØ14
2-2R=1:50
22
1 RUØ8/10
30
2020
3 7RØ14
5 3RØ14
3-3R=1:50
33
1 RUØ8/15
30
2020
2 2RØ14
5 3RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=134 (62)
34 24 34
2499
AB GREDA POZ 220-221 i 222-223
2 5RØ14 L=250 (9)250
25R
Ø14
5 3RØ14
4 7RØ14
5 3RØ14
2 2RØ14
5 2x3RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 2RØ14
Page 50
30 385 30
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
3 7RØ14 L=348 (14)190
32
126
3 7RØ14 L=348 (14)190
32
126
2 4RØ14 L=230 (4)230
4 4RØ14 L=460 (4)460
1 RUØ8/10
40
2020
3 7RØ14
4 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 4RØ14
4 4RØ14
2-2R=1:50
22
1 30RUØ8/10/20/10 L=154 (30)
34 34 34
34
99
AB GREDA POZ 306 i 310
40 385 30
1 11RUØ8/10 1 11RUØ8/15 1 11RUØ8/10 1 11RUØ8/10 1 4R
5 7RØ14 L=362 (14)190
32
140
4 7RØ14 L=340 (14)340
3 2RØ14 L=250 (14)250
2 2RØ14
7 4RØ14 L=500 (4)500
6 3RØ14440
1 RUØ8/10
40
2020
5 7RØ14
7 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
3 2RØ14
7 4RØ14
2-2R=1:50
22
40
2020
4 7RØ14
7 4RØ14
3-3R=1:50
33
2020
4-R=1:
44
1 33RUØ8/10/15/10 L=154 (95)
34 34 34
3499
AB GREDA POZ 307-308-309 N=1
1 RUØ
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE 2. KATA - POZ 301-302-303-304-305 i 306 i 310 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:18.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE 2. KATAPOZ 301-302-303-304-305
iPOZ 306 i 310
MJ 1:50
40 385 40 440 30 290 30 440 40 385 40
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 3RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
5 7RØ14 L=362 (14)190
32
140
4 7RØ14 L=340 (28)340
4 7RØ14 L=340 (28)340
4 7RØ14 L=340 (28)340
4 7RØ14 L=340 (28)340
5 7RØ14 L=362 (14)190
32
140
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
2 2RØ14 L=180 (2)180
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
7 3RØ14 L=500 (6)500
8 4RØ14 L=600 (8)600
6 3RØ14 L=440 (3)440
8 4RØ14 L=600 (8)600
7 3RØ14 L=500 (6)500
1 RUØ8/10
40
2020
5 7RØ14
7 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
3 2RØ14
7 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
4 7RØ14
35R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
3 2RØ14
8 4RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
4 7RØ14
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
6-6R=1:50
66
1 RUØ8/10
40
2020
4 7RØ14
7-7R=1:50
77
1 RUØ8/20
40
2020
3 2RØ14
8 4RØ14
8-8R=1:50
88
1 RUØ8/10
40
2020
4 7RØ14
9-9R=1:50
99
1 RUØ8/20
40
2020
3 2RØ14
7 3RØ14
10-10R=1:50
1010
1 30RUØ8/10/20/10 L=154 (149)
34 34 34
34
99
AB GREDA POZ 301-302-303-304-305 N=1
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
6 3RØ14
7 3RØ14
35R
Ø14
8 4RØ14
35R
Ø14
6 3RØ14
35R
Ø14
8 4RØ14
3 5RØ14 L=250 (14)250
35R
Ø14
7 3RØ14
5 7RØ14
7 3RØ14
3 2RØ14
7 3RØ14, 8 4RØ14
3 5RØ14
4 7RØ14
6 3RØ14, 8 4RØ14
3 5RØ14
4 7RØ14
8 4RØ14
3 2RØ14
6 3RØ14
2 2RØ14
6 3RØ14, 8 4RØ14
3 5RØ14
4 7RØ14
8 4RØ14
3 2RØ14
7 3RØ14, 8 4RØ14
3 5RØ14
4 7RØ14
7 3RØ14
3 2RØ14
7 3RØ14
5 7RØ14
4 4RØ14
2 4RØ14
4 4RØ14
3 7RØ14
4 4RØ14
3 7RØ14
7 4RØ14
5 7RØ14
7 4RØ14
3 2RØ14
6 3RØ14, 7 4RØ14
3 5RØ14
4 7RØ14
Page 51
2 63RØ8/20 L=200 (412)94 12
94 3 14RØ12/20 L=150150
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDA 2. KATA - POZ 207-208-209 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:19.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDA 2. KATAPOZ 307-308-309
MJ 1:50
40 385 30 290 30 440 40
1 11RUØ8/10 1 11RUØ8/15 1 11RUØ8/10 1 11RUØ8/10 1 4RUØ8/15 1 11RUØ8/10 1 11RUØ8/10 1 14RUØ8/15 1 11RUØ8/10
5 7RØ14 L=362 (14)190
32
140
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
5 7RØ14 L=362 (14)190
32
140
3 2RØ14 L=250 (14)250
2 2RØ14 L=180 (2)180
3 2RØ14 L=250 (14)250
7 4RØ14 L=500 (4)500
6 3RØ14 L=440 (3)440
8 4RØ14 L=550 (4)550
1 RUØ8/10
40
2020
5 7RØ14
7 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
3 2RØ14
7 4RØ14
2-2R=1:50
22
40
2020
4 7RØ14
7 4RØ14
3-3R=1:50
33
40
2020
2 2RØ14
6 3RØ14
4-4R=1:50
44
40
2020
4 2RØ14
6 3RØ14
6-6R=1:50
66
40
2020
3 2RØ14
8 4RØ14
7-7R=1:50
77
1 33RUØ8/10/15/10 L=154 (95)
34 34 34
3499
AB GREDA POZ 307-308-309 N=1
1 RUØ8/15
1 RUØ8/101 RUØ8/10
1 RUØ8/15
3 5RØ14 L=250 (14)250
3 5RØ14 L=250 (14)250
35R
Ø14
35R
Ø14
40 385 40 440 30 290 30
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 3RUØ8/20 1 11RUØ8/10 1 11RUØ8/10
6 7RØ14 L=362 (14)190
32
140
5 7RØ14 L=360 (14)360
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
2 2RØ14 L=180 (2)180
8 3RØ14 L=500 (6)500
9 3RØ14 L=600 (6)600
7 3RØ14 L=440 (3)440
1 RUØ8/10
40
2020
6 7RØ14
8 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
5 7RØ14
35R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
4 7RØ14
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
6-6R=1:50
66
40
2020
7-7R=1:50
77
2020
1 30RUØ8/10/20/10 L=154 (149)
34 34 34
34
99
AB GREDA POZ 311-312-313-314-315 N=1
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
7 3RØ14
8 3RØ14
35R
Ø14
9 3RØ14
35R
Ø14
7 4RØ14
5 7RØ14
7 4RØ14
3 2RØ14
6 3RØ14, 7 4RØ14
3 5RØ14
4 7RØ14
6 3RØ14
2 2RØ14
6 3RØ14, 8 4RØ14
3 5RØ14
4 7RØ14
8 4RØ14
3 2RØ14
8 4RØ14
5 7RØ14
8 3RØ14
6 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14, 9 3RØ14
3 5RØ14
5 7RØ14
9 3RØ14
3 2RØ14
9 3RØ147 3RØ14,
3 5RØ14
4 7RØ14
7 3RØ14
2 2RØ14
7 3RØ14, 9 3RØ14
3 5RØ14
4 7RØ14
Page 52
2 63RØ8/20 L=200 (412)94 12
94 3 14RØ12/20 L=150 (18)150
40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360360
2 2RØ14 L=250 (9)250
5 4RØ14 L=520 (8)520
1 RUØ8/10
40
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 4RØ14
2-2R=1:50
22
33
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 316-317, 326-327
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE 2. KATA - POZ 311-312-313-314-315 - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:20.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE 2. KATAPOZ 311-312-313-314-315
MJ 1:50
40 385 40 440 30 290 30 440 40 385 40
1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 3RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 10RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 8RUØ8/20 1 11RUØ8/10
6 7RØ14 L=362 (14)190
32
140
5 7RØ14 L=360 (14)360
4 7RØ14 L=340 (14)340
4 7RØ14 L=340 (14)340
5 7RØ14 L=360 (14)360
6 7RØ14 L=362 (14)190
32
140
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
2 2RØ14 L=180 (2)180
3 2RØ14 L=250 (28)250
3 2RØ14 L=250 (28)250
8 3RØ14 L=500 (6)500
9 3RØ14 L=600 (6)600
7 3RØ14 L=440 (3)440
9 3RØ14 L=600 (6)600
8 3RØ14 L=500 (6)500
1 RUØ8/10
40
2020
6 7RØ14
8 3RØ14
1-1R=1:50
11
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
5 7RØ14
35R
Ø14
3-3R=1:50
33
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
4-4R=1:50
44
1 RUØ8/10
40
2020
4 7RØ14
5-5R=1:50
55
1 RUØ8/20
40
2020
2 2RØ14
6-6R=1:50
66
1 RUØ8/10
40
2020
4 7RØ14
7-7R=1:50
77
1 RUØ8/20
40
2020
3 2RØ14
9 3RØ14
8-8R=1:50
88
1 RUØ8/10
40
2020
5 7RØ14
9-9R=1:50
99
1 RUØ8/20
40
2020
3 2RØ14
8 3RØ14
10-10R=1:50
1010
1 30RUØ8/10/20/10 L=154 (149)
34 34 34
34
99
AB GREDA POZ 311-312-313-314-315 N=1
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
3 5RØ14 L=250 (28)250
7 3RØ14
8 3RØ14
35R
Ø14
9 3RØ14
35R
Ø14
7 3RØ14
35R
Ø14
9 3RØ14
2 5RØ14 L=250250
8 3RØ14
6 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14, 9 3RØ14
3 5RØ14
5 7RØ14
9 3RØ14
3 2RØ14
9 3RØ147 3RØ14,
3 5RØ14
4 7RØ14
7 3RØ14
2 2RØ14
7 3RØ14, 9 3RØ14
3 5RØ14
4 7RØ14
9 3RØ14
3 2RØ14
9 3RØ148 3RØ14,
3 5RØ14
5 7RØ14
8 3RØ14
3 2RØ14
8 3RØ14
6 7RØ14
5 4RØ14
4 7RØ14
5 4RØ14
2 2RØ14
5 2x4
2 5
3 7
Page 53
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 4RØ14 L=520 (8)520
5 4RØ14 L=520 (8)520
1 RUØ8/10
40
2020
4 7RØ14
5 3RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 4RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
3 7RØ14
5 3RØ14
3-3R=1:50
33
1 RUØ8/15
40
2020
2 2RØ14
5 4RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 316-317, 326-327
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
AB GREDE 2. KATA - POZ 316-317, 318-319, 320-321, 322-323, 324-325 i 326-327
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:21.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
AB GREDE 2. KATAPOZ 316-317, 318-319, 320-321, 322-323, 324-325 i 326-327
MJ 1:50
2 5RØ14 L=250 (9)250
25R
Ø14
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 5RØ14 L=520 (8)520
5 3RØ14 L=520 (8)520
1 RUØ8/10
30
2020
4 7RØ14
5 4RØ14
1-1R=1:50
11
1 RUØ8/15
30
2020
2 2RØ14
5 5RØ14
2-2R=1:50
22
1 RUØ8/10
30
2020
3 7RØ14
5 4RØ14
3-3R=1:50
33
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=134 (62)
34 24 34
2499
AB GREDA POZ 320-321 i 322-323
2 5RØ14 L=250 (9)250
25R
Ø14
5 4RØ14
4 7RØ14
5 4RØ14
2 2RØ14
5 2x4RØ14
2 5RØ14
3 7RØ14
5 4RØ14
2 2RØ14
5 4RØ14
4 2RØ14
5 5RØ14
4 7RØ14
5 5RØ14
2 2RØ14
5 (5+3)RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14DF
5 3RØ14
4 2RØ14
1 14RUØ8/20
2 2RØ14 L=334 (9)334
2 3RØ14 L=334 (9)334
1 RUØ8/20
2 2RØ14
2 3RØ14
1-1R=1:50
11
1 14RUØ8/20 L=194 (14)
64
24
64
24
99
AB GREDA POZ 328 N=2
2 2RØ14
50
20
280
2 2RØ14
1 RUØ8 L=194 (14)
64
24
64
24
99
40 410 40 410 40
1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10 1 11RUØ8/10 1 9RUØ8/20 1 11RUØ8/10
4 7RØ14 L=367 (9)195
32
140
3 7RØ14 L=360 (7)360
4 2RØ14 L=367 (9)195
32
140
2 2RØ14 L=250 (9)250
2 2RØ14 L=250 (9)250
5 5RØ14 L=520 (8)520
5 3RØ14 L=520 (8)520
1 RUØ8/10
40
2020
4 7RØ14
5 4RØ14
1-1R=1:50
11
1 RUØ8/15
40
2020
2 2RØ14
5 5RØ14
2-2R=1:50
22
1 RUØ8/10
40
2020
3 7RØ14
5 4RØ14
3-3R=1:50
33
1 RUØ8/15
40
2020
2 2RØ14
5 3RØ14
4-4R=1:50
44
1 31RUØ8/10/20/10 L=154 (62)
34 34 34
3499
AB GREDA POZ 318-319 i 324-325
2 5RØ14 L=250 (9)250
25R
Ø14
5 5RØ14
4 7RØ14
5 5RØ14
2 2RØ14
5 (5+3)RØ14
2 5RØ14
3 7RØ14
5 3RØ14
2 2RØ14
5 3RØ14
4 2RØ14
Page 54
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA 2. KATA - DONJA ZONA - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:22.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA 2. KATA P-300DONJA ZONA
MJ 1:50
krovna kupola
A A
B B
D D
B B
1
1
2
2
3
3
4
4
5
5
6
6
C CII-
2Q
-335
404x
167
II-3
Q-3
3540
4x21
5
II-4
Q-3
3540
4x86
I-39
Q-2
5740
4x16
7
I-40
Q-2
5740
4x21
5
I-41
Q-2
5740
4x86
II-2
Q-3
3540
4x16
7
II-3
Q-3
3540
4x21
5
II-4
Q-3
3540
4x86
I-39
Q-2
5740
4x16
7
I-40
Q-2
5740
4x21
5
I-41
Q-2
5740
4x86
III-1
5Q
-503
484x
212
III-1
6Q
-503
484x
215
III-1
7Q
-503
484x
98
III-1
5Q
-503
484x
212
III-1
6Q
-503
484x
215
III-1
7Q
-503
484x
98
I-35
Q-257
324x
212
I-37
Q-257
324x
215
I-38
Q-2
5732
4x98
I-35
Q-257
324x
212
I-37
Q-257
324x
215
I-38
Q-2
5732
4x98
I-35
Q-257
324x
212
I-36
Q-2
5732
4x11
7
I-32 Q-25
7
149x
167
I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215I-33 Q-257
149x215
I-34 Q-25
7
149x
132
I-32 Q-257
149x167
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-33 Q-257149x215
I-34 Q-257
149x132I-30
Q-257
146x215I-30
Q-257
146x215I-30
Q-257
146x215I-30
Q-257
146x215I-30
Q-257
146x215I-31
Q-257
146x186
I-30
Q-257
146x
215
I-30
Q-257
146x
215
I-30
Q-257
146x
215
I-30
Q-257
146x
215
I-30
Q-257
146x
215
I-31
Q-257
146x
186
III-1
5Q
-503
484x
212
III-1
8Q
-503
484x
117
Page 55
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA 2. KATA - DONJA ZONA - DODATNA ARMATURA
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:23.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA 2. KATA P-300DONJA ZONAdodatna zona
MJ 1:50
A A
B B
D D
B B
1
1
2
2
3
3
4
4
5
5
6
6
C C
2 124RØ8/20
2 63RØ8/20
2 124RØ8/20
2 63RØ8/20
4 105RØ12/20
4 43RØ12/20
3 14RØ12/20
2 5RØ8/20
4 43RØ12/20
4 43RØ12/20
4 43RØ12/20
4 20RØ12/20
4 105RØ12/204 25RØ12/20
4 62RØ12/20
4 105RØ12/20
4 43RØ12/20
4 20RØ12/20
2 8RØ8/20
2 6RØ8/20
2 6RØ8/20
2 8RØ8/20
3 2RØ12
3 2RØ12
4 25RØ12/20 L=200 (581)200
1 300RØ8
Jahači 1 kom / m²
1 300RØ8 L=84 (300)20
12
201220
A
B
D
5 2RØ12 6 2RØ12 6 2RØ12 6 2RØ12 6 2RØ12
5 2RØ12 6 2RØ12 6 2RØ12 6 2RØ12 6 2RØ12
6 2RØ12
6 2RØ12
4 2RØ12
4 2RØ12
6 2RØ12
6 2RØ12
5 2RØ12 L=350 (4)350
6 2RØ12 L=600 (24)600
Page 56
A A
B B
D D
B B
C C
1
1
2
2
3
3
4
4
5
5
6
6
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA 2. KATA - GORNJA ZONA - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:24.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA 2. KATA P-200
GORNJA ZONAMJ 1:50
A
B
D
340
455
I-42
Q-2
5760
5x47
I-43
Q-2
5710
7x47
I Q-2
5760
5x21
5
I-44 Q-257
107x215
I Q-2
5760
5x21
5
I-44 Q-257
107x215
I Q-2
5760
5x21
5
I-44 Q-257
107x215
I Q-2
5760
5x21
5
I-44 Q-257
107x215
I-45
Q-2
5760
5x21
5
I-46 Q-25
7
107x
112
I-47
Q-2
5741
4x21
5
I-45
Q-2
5760
5x21
5
I-48 Q-257
107x147
I Q-2
5760
5x21
5
I-44 Q-257
107x215
I Q-2
5760
5x21
5
I-44 Q-257
107x215
I Q-2
5760
5x21
5
I-44 Q-257
107x215
I-49
Q-2
5760
5x18
2
I-50 Q-257
107x182
Page 57
A A
B B
D D
B B
C C
1
1
2
2
3
3
4
4
5
5
6
6
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA 2. KATA - GORNJA ZONA - DODATNA ARMATURA
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:25.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA PRIZEMLJA P-100
i1. KATA P-200
GORNJA ZONAdoddatna armatura
MJ 1:50
IV-1 Q-785305x215
IV-1 Q-785305x215
IV-1 Q-785305x215
IV-1 Q-785305x215
IV-1 Q-785305x215
IV-1 Q-785305x215
IV-1 Q-785305x215
III-19 Q-503
305x215
III-19 Q-503
305x215
III-19 Q-503
305x215
III-19 Q-503
305x215
III-19 Q-503
305x215
III-19 Q-503
305x215
III-19 Q-503
305x215
IV-1Q-785
305x215
IV-2Q-785
305x215
IV-3Q-785
304x215
IV-4Q-785
304x215
IV-5Q-785
304x215
IV-12Q-785
304x215
IV-13Q-785
303x215
IV-7Q-785
303x215
IV-8Q-785
303x215
IV-9Q-785
303x215
IV-10Q-785
302x215
IV-11Q
-785
302x74
IV-1
Q-785
305x
215
IV-2
Q-785
305x
215
IV-3
Q-785
304x
215
IV-4
Q-785
304x
215
IV-5
Q-785
304x
215
IV-5
Q-785
304x
215
IV-6
Q-785
304x
215
IV-7
Q-785
303x
215
IV-8
Q-785
303x
215
IV-9
Q-785
303x
215
IV-1
0Q-7
8530
2x21
5
IV-1
1Q
-785
302x
74
III-20 Q-503605x215
Page 58
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STROPNA PLOČA 2. KATA - AB ZID, KOTLOVNICA i KUPOLA - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:26.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STROPNA PLOČA 2. KATA P-300
AB ZID, KOTLOVNICA i
KUPOLAMJ 1:50
2 124RØ8/20
I-1 Q-188
94x212 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215
I-3Q-18
894
x87
4 2x2RØ12 5 2x2RØ12 5 2x2RØ12 5 2x2RØ12 5 2x2RØ12
2470
1250
2 62RØ8/20
I-1 Q-188
94x212 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-2 Q-188
94x215 I-4 Q-188
94x209
3 2x2RØ125 2x2RØ12 5 2x2RØ12
1 124RUØ8/20
1 61RUØ8/20
58 57
58 58 58 58
20
100
20
100
I-5Q-
188
334x
212
I-6Q
-188
334x
177
STROPNA PLOČA 2. KATA - AB ZID N=2
6 2x2RØ12
5 2x2RØ12
6 2x2RØ12
5 2x2RØ12
1 16RUØ8/20 / HS - FERT
1 16RUØ8/20 / HS - FERT
1 16RUØ8/20 / HS - FERT1 16RUØ8/20 / HS - FERT
2 9RUØ8/20
28R
UØ
8/20
3 (2+3)RØ12
4 (2+3)RØ12
6 2RØ12 L=340 (8)340
5 2RØ12 L=330 (8)330
4 2RØ12 L=220 (5)220
3 3RØ12 L=200 (5)200
STROPNA PLOČA 2. KATA - KOTLOVNICA
krovna kupola
1 7RØ8/20
I-7 Q-188
54x124
2 6RØ8/20
2 6RØ8/20
1 4RØ8/20
1 4RØ8/20
181
151
131
10115 15
15
15
1 9RØ8/20
I-8 Q-188
54x127I-9Q-188
54x931 4RØ8/20
1 4RØ8/20
STROPNA PLOČA 2. KATA - KUPOLA
60
60
20
20
1 7RØ8/20 L=100 (32)
40
60
1 16RUØ8/20 L=66 (64)
12
12
1212
9
2 9RUØ8/20 L=94 (17)
24
14 24 149
30
20
4 2RØ12
4 3RØ12
2 RUØ8/20
1-1R=1:25
11
1 124RUØ8/20 L=66 (185)
12
12 12 129
2 124RØ8/20 L=200 (198)94 12
94 3 2RØ12 L=157 (4)157
5 2RØ12 L=600 (24)600
4 2RØ12 L=295 (4)295
5 2RØ12 L=600 (24)600
181
280
290
Page 59
34
A
C
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STEPENICE - PRIZEMLJE i KAT - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:27.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STEPENICEPRIZEMLJE
iKAT
MJ 1:50
15 13RØ12
4 13RØ12
5 13RØ12
14 6RØ12
290
2 15RUØ8/20
12 8RØ12/10
3 11RØ12/10
3 11RØ12/10
4 13RØ12 L=150 (39)75 75
3 30RØ12/10
16 13RØ1216 13RØ12 L=600 (13)
74
360
153
13
1 RUØ8
12 9RØ12/10
6 13RØ12
7 13RØ12
4 13RØ12
11 13RØ12
3 34RØ12/10
12 8RØ12/10
12 9RØ12/103 7RØ12/10
13 ±14RØ12/10
350
STEPENICE PRIZEMLJE
34
A
C
12 13RØ12
290
10 8RØ12/10
1 11RØ12/10
1 11RØ12/10
2 13RØ12 L=150 (52)75 75
1 36RØ12/10
13 13RØ12
13 13RØ12 L=600 (13)
74
360
153
13
10 9RØ12/10
4 13RØ12
5 13RØ12
2 13RØ12
8 13RØ12
1 34RØ12/10
1 8RØ12/10
10 9RØ12/101 7RØ12/10
11 ±14RØ12/10
350
STEPENICE 1. KAT
9 13RØ12
2 13RØ12 11 ±13RØ12/10
7 ±13RØ12/10
1 ±9RØ12/10
5 13RØ12 L=150 (13)
51
23
76 10 13RØ12 L=206 (13)
12
95
99
913
RØ
12 L
=203
(13)
12
116
75
15 13RØ12 L=404 (13)
332
72
4 13RØ12 L=150 (39)75 75
6 13RØ12 L=186 (13)136 50
7 13RØ12 L=188 (13)
89
99
4 13RØ12 L=150 (39)7575
11 13RØ12 L=256 (13)19350
13
128R
Ø12
/10
L=28
5 (1
7)28
5
13±1
4RØ
12/1
0 L=
346
(28)
3463
34R
Ø12
/10
L=11
5 (9
3)11
5
334
RØ
12/1
0 L=
115
(93)
115
2 15RUØ8 L=234 (15)
24
84
24
84
9
8 13RØ12 L=195 (13)104 91
14 6RØ12 L=350 (6)350
8 13RØ12
12 13RØ12 L=464 (13)
392
72
9 13RØ12 L=280 (13)142
125
13
2 13RØ12 L=150 (52)7575
5 13RØ12 L=188 (13)
89
994 13RØ12 L=186 (13)
136 50
5 13RØ12 L=188 (13)
89
99
2 13RØ12 L=150 (52)7575
8 13RØ12 L=256 (13)19350
13
3 13RØ12 L=154 (13)104 50
6 13RØ12 L=195 (13)104 91
17R
Ø12
/10
L=11
5 (1
17)
115
109R
Ø12
/10
L=28
5 (1
7)28
5
11±1
4RØ
12/1
0 L=
346
(28)
346
7 ±13RØ12/10 L=253 (26)240
13
17R
Ø12
/10
L=11
5 (1
17)
115
2 13RØ12
3 13RØ12
6 13RØ123 13RØ12,
1±9
RØ
12/1
0 L=
115
(117
)11
5
Page 60
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STUPOVI PRIZEMLJE - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:28.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STUPOVI PRIZEMLJE
MJ 1:50
95
314
20
STUPOVI PRIZEMLJE BS 10012 kom
20
40
2 16RØ19
1 RUØ10
122
RU
Ø10
/15
2R
Ø19
L=4
50 (1
6)35
04
96
1 RUØ10 L=153 (22)
34 24
11
2 16RØ19
STUPOVI PRIZEMLJE BS 1014 kom
95
314
20
20
122
RU
Ø10
/15
2 (6+2+2+6)RØ19
30
40
26R
Ø19
2 6RØ19
2 2RØ19
2 2RØ19
1 RUØ10
1-1R=1:50
11
2-2R=1:50
22
1 RUØ10 L=138 (22)
24
34
24
34
11
121
RU
Ø10
/15
30
30
24R
Ø19
2 4RØ19
2 2RØ19
2 2RØ19
1 RUØ10
2 (4+2+2+4)RØ19
95
314
20
20
STUPOVI PRIZEMLJEBS 1022 kom
3-3R=1:50
33
1 RUØ10 L=118 (21)
24
24
24
24
11
26R
Ø19
L=4
50 (1
6)35
04
96
24R
Ø19
L=4
50 (1
2)35
04
96
Page 61
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STUPOVI 1. KAT - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:29.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STUPOVI 1. KATMJ 1:50
99
310
20
STUPOVI 1. KAT BS 20012 kom
20
40
2 16RØ19
1 RUØ10
122
RU
Ø10
/15
2R
Ø19
L=4
50 (1
6)34
64
100
1 RUØ10 L=153 (22)
34 24
11
2 16RØ19
STUPOVI 1. KAT BS 2014 kom
99
310
20
20
121
RU
Ø10
/15
2 (6+2+2+6)RØ19
30
40
26R
Ø19
2 6RØ19
2 2RØ19
2 2RØ19
1 RUØ10
1-1R=1:50
11
2-2R=1:50
22
1 RUØ10 L=138 (21)
24
34
24
34
11
121
RU
Ø10
/15
30
30
24R
Ø19
2 4RØ19
2 2RØ19
2 2RØ19
1 RUØ10
2 (4+2+2+4)RØ19
99
310
20
20
STUPOVI 1. KATBS 2022 kom
3-3R=1:50
33
1 RUØ10 L=118 (21)
24
24
24
24
11
26R
Ø19
L=4
50 (1
6)34
64
100
24R
Ø19
L=4
50 (1
2)34
64
100
Page 62
P O D U Z E T N I Č K I I N K U B A T O R
IZVEDBENI PROJEKT
STARI GRAD d.o.o.
ĐURĐEVAC, Stjepana Radića 10k.č.br. 1265/1 k.o. Đurđevac Grad
INVESTITOR:
GRAĐEVINA:
LOKACIJA:
STUDIO HM d.o.o.OIB: 42287744958
FAZA PROJEKTA:
SADRŽAJ:
DATUM:siječanj 2018.
STUPOVI 2. KAT - PLAN ARMATURE
BROJ PROJEKTA:02/2018
PROJEKTANT:MIROSLAV HODIĆdipl.ing.građ.
ZAJ. OZN. PROJ.:64/2016
MJERILO:1 : 50
LIST:30.
NAPOMENA:
BETON: C 25/30ARMATURA: B 500 A (RA 400/500)ZAŠTITNI SLOJ ARMATURE: 3 cmRAZMAK MEĐU ŠIPKAMA: min 3 cmPREKLOP MREŽNE ARMATURE: 3 POLJA ILI 40 cm
STUPOVI 2. KATMJ 1:50
310
20
STUPOVI 2. KAT BS 30012 kom
20
40
2 16RØ19
1 RUØ10
121
RU
Ø10
/15
2R
Ø19
L=3
97 (1
6)34
7
50
1 RUØ10 L=153 (21)
34 24
11
STUPOVI 2. KAT BS 3014 kom
310
20
20
121
RU
Ø10
/15
30
40
36R
Ø19
3 6RØ19
2 2RØ19
2 2RØ19
1 RUØ10
1-1R=1:50
11
2-2R=1:50
22
1 RUØ10 L=138 (21)
24
34
24
34
11
121
RU
Ø10
/15
30
30
34R
Ø19
3 4RØ19
2 2RØ19
2 2RØ19
1 RUØ10
310
20
20
STUPOVI 2. KATBS 3022 kom
3-3R=1:50
33
1 RUØ10 L=118 (21)
24
24
24
24
11
36R
Ø19
L=3
97 (1
2)34
7
50
34R
Ø19
L=3
97 (8
)34
7
50
22R
Ø19
L=3
47 (4
)34
7
36R
Ø19
22R
Ø19
22R
Ø19
36R
Ø19
22R
Ø19
L=3
47 (4
)34
7
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