desfasurator suprafete subsol plan subsol circulatii ...desfasurator suprafete subsol nivel plan...
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GSPublisherEngine 12.25.97.9
SEF PROIECT
arh. Cristian Urcan
arh. Andreea David
PT V03.A.01
Plan subsol
NR. PROIECT SCARA
SQMA_57 03.04.2017 1:50
S.C. CRISTAL TURISM S.R.L.
Str. Moldovei nr. 17 mun. Cluj-Napoca jud. ClujRomania
ADRESA CLIENT:
Str. Oasului nr 86-90 mun. Cluj-Napoca jud. ClujRomania
ADRESA AMPLASAMENT:
CONSTRUIRE IMOBIL DE LOCUINTECOLECTIVE I2 CONF PUZ/PUD aprobat prin HCL
373/26.06.2007
S.C. SQM Architecture S.R.L.
CUI 31434336J12/1021/21.03.2013
+40 364 147 439Str. Dorobantilor, nr. 38, ap. 11, mun.
Cluj-Napoca, jud. Clujoffice@sqma.ro
Semnatura
DATE PROIECT
ECHIPA DE ELABORARE
F A Z A P L A N S A
CLIENT:
DESENAT
PROIECTAT
VERIFICAT
Acest desen si informatiile cuprinse in el nu pot fi copiate, reproduse sauutilizate, partial sau in intregime decat cu acordul scris al SQM Architecturesi nu pot fi folosite in alt scop decat cel pentru care au fost elaborate.
CATEGORIA DE IMPORTANTACLASA DE IMPORTANTAGRAD REZISTENTA LA FOCZONA SEISMICACOTA ±0.00
INFO PROIECT
VERIFICATORI Cerinta
PROIECTANT GENERAL
DATA
SQMA__PT_V03.A.01_Plan subsol - 00
arh. Ferencz Bakos
R.00R E V I Z I A
F Tc=0,7 sec ag=0,10
+330.95
arh. Andreea David
C
III
II
ID plansa - A0 - 841 x 1189
18
x 16
5 = 2
,95
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
OME1
EI 60
-C
UI06*
UI0
6
EI 60-C
UME
1
hp= 1
5
UME 1
hp= 15
8 x 17 = 1,35
1234567
16,9
4 %
16,9
4 %
F
E
D
C
B
A
1,20
253,2
119
5
3,65
37,502,8034,70
22,10
25,10
11,75
405,7
540
15,30
25
4,275
1,475
175
90 2,10
3,20
40 1,90 125 20,775 40 2,75 25 3,50
2,025
125
1,20
125
2,825
90 902,10
10
5,30
5,00
5,00
25 35 6,825 50 1,40 6,85 825 902,10
30 4,80 60
5,10
4,85
25
2,70702,302,50251,30252,1251251,825252,5025
4,85
25
1,93 27
25 6,125 40
5,25
25 34,20 25
20 5 2,30 2,30 2,30 75 2,50 2,40 2,50 65 2,30 2,30 2,30 65 3,05 2,30 2,30 45 2,60
5,40401,7070 80
1,8020
9,875
8,315
1,20
2,10
355
3580 1,8
01,2
510
90 2,10
1,45
25
256,101,05251,20252,05251,0025
40 22,80 40
202,2
040
2,45
25
3,765
253,9
8525
3,495
7,15 25
2,60
175,0
0
4,70
605,6
050
3,90
3,90
805,3
080
4,15
805,3
040
4,275
6,375
4,95
6,375
125
5,00
7,70 7,95 7,70
6,375
4,95
6,375
7,707,957,70
10,50
25
5,00
7,80
3,50
365 902,10
191,45
-4,30
-2,95
-4,30
-4,30
ALA1
ALA1
N
S
JN
Grupuri sanitare ecologice
IESIRE DE SALVARETIP TUNEL
CU OBLON METALIC
ROST STRUCTURAL PERETE TEMOPRAR - ACCESSPRE UN ALT SUBSOL-PARKING
14
1 2 3 4 5 6 7 8 9 10 11 12 13
15 16 17 18
21
19
TROT
UAR
DE E
VACU
ARE
L=1,0
0m H
=0,2m
20
CASA SCARIIS=23,21 m2
placi ceramice
ADAPOST DE PROTECTIE CIVILAS=122,44 m2
placi ceramice
G.S.S=5,37 m2
beton elicopterizat
Incapere tamponS=2,28 m2
beton elicopterizat
Evacuare Adapost de Protectie CivilaS=14,00 m2
beton elicopterizat
SAS APCS=3,81 m2
placi ceramice
SASS=3,31 m2
placi ceramice
RAMPA EXTERIOARAS=114,40 m2
placi ceramice
PARKING I2S=602,18 m2
placi ceramice
LIFTS=6,20 m2
placi ceramice
Camera pompeS=21,10 m2
beton elicopterizat
Rezervor apaS=12,24 m2
beton elicopterizat
Camera electricaS=4,79 m2
beton elicopterizat
A
J-B1
A1 A1
A2
3,50251,00
2510
,5025
1,00
25
VENTILARE NATURALA PERIMETRALA
VENTILARE NATURALA PERIMETRALA
VENTILARE NATURALA PERIMETRALADEASUPRA APC
VENTILARE NATURALAPERIMETRALA -
PESTE COTA TERENULUI
LIFT 6 PERSOANE1.750mX1.575m
CONTUR PARTER
1
1
2
2
3
3
4
4
A A
B B
C C
D D
B
Desfasurator suprafete SUBSOL
NIVEL
Plan subsol
NR. AP./ FUNC.
Circulatii
Circulatii
Circulatii
Subsol
Subsol
Subsol
Subsol
Subsol
Subsol
Subsol
Subsol
Subsol
Subsol
NUME INCAPERE
CASA SCARII
LIFT
SAS
ADAPOST DE PROTECTIE CIVILA
Camera electrica
Camera pompe
Evacuare Adapost de Protectie Civila
G.S.
Incapere tampon
PARKING I2
RAMPA EXTERIOARA
Rezervor apa
SAS APC
INALTIMEA
2,85
2,85
2,85
2,85
3,30
3,30
3,30
4,20
4,20
2,85
2,85
3,30
2,85
PERIMETRUL
31,35
10,45
7,60
57,10
10,38
22,20
29,71
9,45
6,20
146,49
46,30
14,00
7,90
SUPRAFATA
23,21
6,21
3,31
32,73 m2
122,44
4,79
21,10
14,00
5,37
2,28
602,18
114,40
12,24
3,81
902,61 m2
935,34 m2
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