Download pdf - R REZISTENTA

GSPublisherEngine 0.0.100.100

Scara1:100

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura

Referat/ExpertizaCerintaA1

Pl. nr.A

PROIECTANT DE SPECIALITATE: S.C. OPTIM ESTBeneficiar: Pr. nr.

36/2013OCT

PROIECTANT GENERAL: S.C. H & H

arh. BOGDAN HERGHELEGIUing. LOATA ANDREIing. LOATA ANDREI

Data2013 Planurile

FORNA NORINA-CONSUELA

SemnaturaNume

Expert

Specificatie

Nr.

municipiul Iasi, str. Mihail Kogalniceanu nr. 2,bl. 336, sc. A, ap. 10, judetul Iasi

Municipiul IASIstr. Simion Barnutiu nr. 63

J 22/1862/2009CUI 26219501

Tel: 0742.471.927

PLANNING ARCHITECTURE S.R.L.

CONSTRUCT S.R.L. CUI 31626226; J4/494/2013

CONSTRUIRE LOCUINTA, RACORD UTILITATIsat Valea Adanca, comuna Miroslava, judetul Iasi, T59, nr. cad. 71051

U4

2,10

2,00

U2'

2,1080

F1

hp = 1,20

1,20

1,50

U1

2,40

1,40

U2'

2,1080

U2

2,1080

F3

hp = 1,20

1,2075

U2'

2,40

80

F3

hp =

1,2

0

1,2075

F1

hp =

1,2

0

1,201,50

F1

hp =

1,2

0

1,201,50

F3

hp =

1,2

0

1,2075

F2

hp = 1,20

1,20

1,40

F1

hp = 1,20

1,20

1,50

U3

2,101,90

U2

2,1080

U2'

2,10

80

U2

2,10

80

C C

5

5

4

4

F F

2

2

E E

D D

1

1

A A

B B

2'

2'

C'

C''12

3,86

25

125

1,50

2,40

3,80

2,30

3,50

125

3,90

1,40

75 1,20

1,30

1,50

1,20

1,40

3,50

1,50

2,40

3,80

2,30

3,50

125

9635 4,25 25

1,50 1,625 1,501,20

1,625 1,75 1,725 1,501,20

1,625

25 2,88 12 90 25 4,25

125 1,50 4,50 2,10 4,50 125

1,50 4,50 2,10 4,50 225

1,45 1,401,20

1,40 25

25 2,82 802,10

75 1,98 25 4,25 25

1,50 1,70 1,401,20

1,90 751,20

2,50 802,40

2,40

1,50

2,65

1,50

1,20

2,30

75 1,20

1,55

3,60

12,95

13,7

5

12,85

13,7

5

2,00 2,00

5,10

5,10

SEMINEU

±0.00

C.T.

±0.00

±0.00

-2.35

BUCATARIEAu: 11,50 m2

pard. parchet

HOLAu: 14,20 m2

pard. gresie

HOLAu: 5,40 m2

pard. gresie

BAIEAu: 3,55 m2

pard. gresie

DRESSINGAu: 1,50 m2

pard. parchet

LIVINGAu: 23,50 m2

pard. parchet

DORMITOR 2Au: 11,95 m2

pard. parchet

TERASA ACCESAu: 6,20 m2

pard. gresie

CAMARAAu: 1,70 m2

pard. gresie

TERASAAu: 23,10 m2

pard. gresieDORMITOR 3Au: 15,30 m2

pard. parchet

BAIEAu: 5,90 m2

pard. gresie

DORMITOR 1Au: 15,50 m2

pard. parchet

3

3

1 2 2' 3 3' 4 51 2 3 4 52' 3 4 5

-0,45-0,45

Fatada Principala

FE

DC

BA

FE

DC

BA

FE

C''

C''

C'

C'

B'

Fatada Laterala stanga

A A

B B

C C

D D

E E

F F

A A

B B

C C

D D

E E

F F

B'

B'

C'

C'

C'

C'

C''

C''

C''

C''

E E

F F

-0,4

5-0

,45

Fata

da L

ater

ala d

reap

ta

5 4 3' 3 2' 2 15 4 3 2 12'5 4 3

-0,45-0,45

Fatada Posterioara

U2

2,10

80

54

F

E253,

3020

25 6,40 20

25 30 802,10

5,30 20

1,20

1,10

253,

3020

26,75 m2

-2.35

BECIAu: 20,65 m2

3

LOCUINTATIP C1

Beneficiar S.C. CASA PENTRU NOI S.R.L.

Proiectant B.I.A. HERGHELEGIU BOGDAN IONUT

Sc parter = 137.10 mpS desfasurata = 137.10 mp

S minima parcela = 408.35 mp

Plan parter

Plan cota -2.35


Scara1:100, 1:50

FazaP.T.

Nume

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Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R2


36/2013OCT



Data2013 PLAN SAPATURA


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




NORMATIVE CE SE VOR RESPECTA lA

EXECUTIE:- NE-O12-99 -Cod de practica pentru executarea lucrarilor dinbeton si beton armat.- legea 10-95 -Privind calitatea in constructii- C56-85 -Privind verificarea calitatii lucrarilor in canstructii- C169-88 -Privind executarea si receptionareaterasamentelor- NP0001-1996 - Cod de proiectare si executie pentruconstructii fundate pe pamanturi cu umflari si contractii mari(PUCM)- NP112-04- Normativ pentru proiectarea structurilor defundare directa- C112-86 -Privind executia hidroizolatiilor- STAS 9824/0/1 -Privind trasarea pe teren a constructiei- STAS 6054/77 -Privind adancimea de inghet- C16-84 -Privind executarea lucrarilor pe timp friguros

MASURI DE PROTECTIA MUNCII:- Constructorul va lua masurile de protectie specificecategoriilor de lucrari, norme de protectie a muncii in vigoarela data executiei si in mod deosebit celor din regulamentulprivind protectia si igiena muncii in constructii aprobat deMlPAT cu ord.9/15/N/03/93.

ATENTIE:- la atingerea cotei de fundare va fi chemat si proiectantulgeotehnic pentru atestarea terenului de fundare- Inainte de inceperea lucrarilor de sapatura, amplasamentulva fi eliberat de retelele subterane (apa, canal, gaz,electricitate).

NOTA:* Cota ± 0.00 reprezinta cota pardoseliifinita a parterului.* Adancimea de inghet este de 0.90 m.* Conform Cod de proiectare seismica P100 -1/2006amplasamentul se incadreaza in: - zona seismica - ag=0.24g; Tc=0.7sec. - clasa de importanta IV.* Fundarea se face direct in terenul bun de fundare.Portanta terenului la cota de fundare este de: - P conv = 266 kPa - starea limita de deformatie (SlD) - Pcritic= 350 kPa - starea limita a capacitatii portante(SlCP)

-1.95

-1.95

-1.95

-1.95

-1.95

-3.10

-1.95

-1.95

-1.95

-1.95

-3.10

-3.10

-1.95

-1.95

-1.95

-1.95

-3.10

-1.95-2.50

-2.50-3.10

-1.95-2.50

-2.50-3.10

-1.95-2.50

-2.50-3.10

-1.95-2.50

-2.50-3.10

-3.10

-1.95

-1.95

-1.95

B B

A A

1

1

D D

E E

2

2

F F

4

4

5

5

C C

2'

2'

C'

C"

60 3,55 60 3,35 60 3,90 60

60 3,90 60 1,50 60 3,90 60

603,

3060

5,50

602,

9060

601,

8060

5,50

602,

9060

601,

3060

5,50

602,

9060

7850

1,50 4,68 4,25 2,7830 1,50 2,65 1,85 2,10 4,50 30

3,90

6,70

3,50

1,28

15,3

8

1,50 5,10 1,50 5,1013,20

1,50

12,6

078

5015

,38

60 60 60 60

60 60

60 60

60 60 6060

6060

60

6060

6060

50

50

27 802,10

5,08

6060

13,20

301,

502,

403,

802,

303,

501,

58

30 1,50 2,65 1,85 2,10 4,50 30

301,

502,

403,

802,

303,

501,

58

3,75

3

3

-3.10


Scara1:50, 1:20

FazaP.T.

Nume

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Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R3


36/2013OCT



Data2013 PLAN FUNDATII


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




-1.95

-1.95

-1.95

-1.95

-1.95

-3.00

-1.95

-1.95

-1.95

-3.00

-3.00

-1.95

-1.95

-1.95

-1.95

-3.00

-2.50-3.00

-1.95-2.50

-1.95-2.50

-2.50-3.00

-1.95

-2.50

-2.50

-3.00

-1.95

-2.50

-2.50

-3.00

-3.00

-1.20

-1.20

-1.20

C C

5

5

4

4

F F

2

2

E E

D D

1

1

A A

B B

2'

2'

C'

C''

B'

60 3,55 60 3,35 60 3,90 60

60 3,90 60 1,50 60 3,90 60

603,

3060

5,50

602,

9060

601,

8060

5,50

602,

9060

2830

601,

3060

5,50

602,

9060

7850

1,50 4,68 4,25 2,7830 1,50 2,65 1,85 2,10 4,50 30

3,90

6,70

3,50

1,28

15,3

8

1,50 5,10 1,50 5,1013,20

1,50

12,6

078

5015

,38

15 30 15 15 30 15 15 30 15 15 30 15

15 30 15

15 30 15

15 30 15 15 30 15

15 30 15 15 30 15 2520

15

1530

1515

3015

1530

1515

3015

1530

1515

3015

1530

1515

2025

3,92

1815

18

27 802,10

5,33

1530

15

1530

15

13,20

301,

502,

402,

6060

602,

303,

501,

58

30 1,50 2,65 1,85 2,10 4,50 30

301,

502,

403,

802,

303,

501,

58

5 30 5

60 72 40 1,20 25

1,20

9260

1,20 8

1515

15

1,10

3.25

Fundatie scara

Fundatie scaraS1

S1

S3S2 S2

S2S6

S6S6

S6 S5 S5 S5 S5

S6 S6

S6S6

S6 S6

S5

S4S5

S6

S5

S6

2 2 2 2

2 2

2 2

2 2

22

22

22

11

1 1

1 1

11

11

11

11

113 3

33

44

44

55

8 9

99

4'4'

3

3

3'

-2.40

DETALIU GOL USA

DETA

LIU F

UNDA

TIE

IN T

REPT

E

77

66

30

30

30

DETALII ANCORARE ARMATURALONGITUDINALA LA INTERSECTIISc. 1:20

1'

1' Bara inadire Ø12 PC52,L= 1,00 m

Bara inadire Ø12 PC52,L= 1,00 m

50

50

50

50

30

30


1

50

50

50

50 1' Bara inadire Ø12 PC52,L= 1,00 m


30

30

30

30

60 20 6055 30 55


1 Armatura longitudinalacontinua

1 Armatura longitudinalaintrerupta

MATERIALE Beton: - C12/15-P4

10-T3-I32.5/0-16 - pereti, placa ; - C4/5-I32.5/0-31 - beton simplu egalizare; Otel: - PC52; - OB37; - armare pereti - plase sudate ; - acoperirea minima cu beton 5.0 cm la fetele in contact cu pamantul, 3 cm pereti , 2.5cm la celelalte elemente.

106GQ 126 - plase cu ochiuri pătrate Ø4/100x100/6000x2450 - 24 bucati116 GQ 283 - plase cu ochiuri pătrate Ø6/100x100/6000x2450 - 10 bucati


Scara1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R4


36/2013OCT



Data2013 Detalii fundatii: 1, 2, 3


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




401,2

510

510

60

153015

25

1,80

10

-1,95

-1,55

-0,15

-0,05

1,90

plasa 106 GQ 126Ø4x100/Ø4x100

zidarie

plasa 106 GQ 126Ø4x100/Ø4x100

plasa 106 GQ 126Ø4x100/Ø4x100

Sectiunea 2-2sc: 1:20

C12/1

5

14Ø12PC52e1

14Ø12PC52


10-T3-I32.5/0-16 - pereti, placa ; - C4/5-I32.5/0-31 - beton simplu egalizare; Otel: - PC52; - OB37; - armare pereti - plase sudate STNB; - acoperirea cu beton 5.0cm la fetele in contact cu pamantul, 3 cm pereti , 2.5cm la celelalte elemente.

C12/15

a1

e1

e1 etr. Ø8/20L=90cm, OB37

2020

a1 agr. 3Ø8/50/50/100 cm, L=30cmOB37

20

20

60

1025

105

102,2

015

-3,00

-2,90

-2,40

-0,05

20 20 20

umplutura argilacompactata plasa 116 GQ 283

Ø6x100/Ø6x100

plasa 106 GQ 126Ø4x100/Ø4x100

plasa 116 GQ 283Ø6x100/Ø6x100

beton egalizare

dop bitum

hidroizolatie


a2

m1

2 2Ø12PC52

24Ø12PC52

e2

A A

min 2%

24Ø12PC52

NOTA:- parele longitudinale (marca 1) se vor suprapune cu 50Ø

e2

C12/1

5

C12/15

Beci

55

55

45

55

60

60

20

30..2

0

perete beton armat,C12/15, g=30cm


3

plasa STNBØ6x100/Ø6x100

DETALII ANCORARE PLASE SUDATE LA INTERSECTIISectiunea A-A


11 mustati ancorare plase sudateØ10/20 PC52, L=110 cm

1110


3 agr.Ø6/50/50, L=20 cmOB37

15

5 4Ø10PC52

5

401,2

510

510

-1,95

-1,55

-0,55

-0,45

-0,05

60

153015

25

1,90

1,50


dop bitum

trotuar betonstrat balast

zidarie

plasa 106 GQ 126Ø4x100/Ø4x100


C12/1

5

min 2%

14Ø12PC52

e1

14Ø12PC52

C12/15

a1

e1

m1mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

170 c

m

10e2 etr. Ø8/20L=76 cm, OB37

10

20

a2 agr.Ø6/50/50, L=20 cmOB37

10

20

10

80

8

5


2020

20

20

a1 agr. 3Ø8/50/50/100 cm, L=30cmOB37

20

8

5


Scara1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R5


36/2013OCT



Data2013 Detalii fundatii: 4, 5


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




60

1025

105

102,2

015

-3,00

-2,90

-2,40

-0,05

15 30 15

105

10

25

1040

102,2

015

umplutura argilacompactata

plasa 116 GQ 283Ø6x100/Ø6x100


plasa 116 GQ 283Ø6x100/Ø6x100

beton egalizare

plasa 106 GQ 126Ø4x100/Ø4x100

zidarie


a1

4

1 2Ø12PC52

14Ø12PC52

e1

A A

14Ø12PC52

e1

C12/1

5

C12/15

Beci

a3 agr.Ø6/50/50, L=0,18 mOB37

7.5

m3mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

168 c

m

7.5

805

m2mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

180 c

m

20


10-T3-I32.5/0-16 - pereti, placa ; - C4/5-I32.5/0-31 - beton simplu egalizare; Otel: - PC52; - OB37; - armare pereti - plase sudate STNB; - acoperirea cu beton 5.0cm la fetele in contact cu pamantul, 3 cm pereti , 2.5cm la celelalte elemente. 80

NOTA:- Barele longitudinale (marca 1) se vor suprapune cu 50Ø


2020

a1 agr. 3Ø8/50/50/100 cm, L=30cmOB37

20

20

20

60

1040

102,2

015

-3,00

-2,90

-2,50

-2,40

-0,20

-0,05

60

1040

2,00

20

-0,30

25 15 2525 20 25

plasa 116 GQ 283Ø6x100/Ø6x100


plasa 116 GQ 283Ø6x100/Ø6x100

beton egalizare


plasa 116 GQ 283Ø6x100/Ø6x100

dop bitum

beton egalizare

hidroizolatie hidroizolatie


a2

6 4Ø12PC52

min 2%

a3

m3

3 4Ø12PC52

32Ø12PC52

m3

32Ø12 PC52

m1

24Ø12PC52

e2

64Ø12PC52

SCARA BETON

C12/15

C12/1

5

C12/15

e2

30..2

0

30..20

60

60

55

50

55

55



3


DETALII ANCORARE PLASE SUDATE LA INTERSECTII



1110


Sectiunea A-A

3 agr.Ø6/50/50, L=30 cmOB37

20

4Ø14PC52

5

4'-4'

m1mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

170 c

m

10e2 etr. Ø8/20L=76 cm, OB37

10

20

a2 agr.Ø6/50/50, L=20 cmOB37

10

20

10

80

8

5




Scara1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R6


36/2013OCT



Data2013 Detalii de fundatii 4'


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




25

15 30 15

-3,00

-2,90

-2,40

-0,05

60

502,3

015

2,95


plasa 106 GQ 126Ø4x100/Ø4x100

plasa 106 GQ 126Ø4x100/Ø4x100

zidarie

dop bitum umplutura argilacompactata

Sectiunea 4'-4'sc: 1:20

2

14Ø10PC52

e1

14Ø10PC52

NOTA:- Barele longitudinale (marca 1) se vor suprapune cu 50Ø

e1

C12/15

C12/15

min 2%


2020

a1 agr. 3Ø8/50/50/100 cm, L=30cmOB37

20




Scara1:20

FazaP.T.

Nume

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Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R7


36/2013OCT



Data2013 Detalii de fundatii: 6, 8,9


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




6010

2510

510

2,20

15

-3,00

-2,90

-2,50

-2,40

-0,20

-0,05

1040

102,1

0

60

-0,30


beton egalizare


plasa 116 GQ 283Ø6x100/Ø6x100

dop bitum

beton egalizare

hidroizolatie hidroizolatie

plasa 106 GQ 126Ø5x100/Ø5x100


min 2%

3 4Ø10PC52

24Ø10PC52

SCARA BETON

C12/15 C12/15

e2

a3

m3

m3

32Ø12 PC52

15

2Ø12PC52

32Ø12 PC52

musta

ti anc

orar

e plas

e sud

ateØ1

2/20 P

C52,

L=16

8 cm

15

-0,05

-1,20

-0,45

1010

2520

plasa 116 GQ 283Ø6x100/Ø6x100

plasa 116 GQ 283Ø6x100/Ø6x100

treapta b.s.30x15

plasa 116 GQ 283Ø6x100/Ø6x100


24Ø10PC52

e4

cordon bitumtrotuar b.s, 10cm

2

6

strat filtrant, 10cm

4Ø12PC 52

C12/1

5

18

18

20 20

e4 Ø8/20, L=92OB 37

8

C12/15

6 4Ø12/m PC52, L=125 cm10

1,15

a3 agr.Ø6/50/50, L=0,18 mOB37

7.5

m3mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

168 c

m

7.5

805

25

1010

-1,20

-0,70

-0,45

-1,20

-0,90

-0,45

-0,20

-0,05

40

3070

151,1

5

treapta b.s.30x15

plasa 116 GQ 283Ø6x100/Ø6x100



plasa 106 GQ 126Ø4x100/Ø4x100plasa 106 GQ 126Ø4x100/Ø4x100

18

18

20 20

e4 Ø8/20, L=92OB 37

C12/1

5


cordon bitumstrat filtrant, 10cmtrotuar b.s, 10cm

4Ø12PC 52 6

e4

C12/1

5

54Ø12PC 52

C12/15

6 4Ø12/m PC52, L=125 cm

8

e4

10

1,15

5 4Ø12/m PC52, L=340 cm10

3,20




Scara1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R8


36/2013OCT



Data2013 Armare scara acces beci sectiunea 7


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




-0,30

60

1040

102,1

0

2,70

1727

1727

1727

1727

1727

1727

1727

1727

1727

1727

1727

27 27 27 27 27 27 27 27 27 27

1,90

-0,30

602,

10

dop bitum

beton egalizare

hidroizolatie

plasa STNB placa -2.35Ø4x100/Ø4x100

plasa 116 GQ 283Ø6x100/Ø6x100

plasa 106 GQ 126 trotuarØ4x100/Ø4x100min 2%

m3

3 4Ø10PC52



10-T3-I32.5/0-16 - pereti, placa, scara ; - C4/5-I32.5/0-31 - beton simplu egalizare; Otel: - PC52; - OB37; - armare pereti - plase sudate STNB; - acoperirea cu beton 5.0cm la fetele in contact cu pamantul, 3 cm pereti , 2.5cm la celelalte elemente.


7 5Ø12/m PC52, L=480 cm

60

60

360

8

7

a3

m3

2Ø12 PC52

15

2Ø12PC52

2Ø12 PC52

8 5Ø10/m PC52, L=155 cm1,35

10

NOTA:- Vezi extrasul de materiale de pe plansa R1 - Plan fundatii

C12/15 3 4

F F201,1

015

15 30 802,10

85Ø

10/m

PC5

2, L=

155 c

mNOTA:- Marca 13 se va incastra in peretele din beton armat

15 1,325 2,70


Scara1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R9


36/2013OCT



Data2013 Detalii trepte si gol de usa


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




30

1515

30 80

50

20



a1

plasa 116 GQ 283Ø6x100/Ø6x100

DETALIU GOL USAVEDERE DE SUS

e3m5

4 5Ø12PC52

plasa 116 GQ 283Ø6x100/Ø6x100

e3 etr. Ø8/20L=1,30 cm, OB37

501010

50

6010

3'm4

m4 mustati ancorare plase sudateØ12/20 PC52, L=130 cm

20044Ø12

PC52

m6

60

20

m5mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

140 c

m

60

7.5m6mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

128 c

m

a2

4 4Ø12PC52

5

a1 agr. 3Ø8/50/50/100 cm, L=30cmOB37

20

a2 agr.Ø6/50/50, L=20 cmOB37

105

a3 agr.Ø6/50/50, L=0,18 mOB37

7.55

-3,00

-2,90

-2,50

-2,40

-1,95

-1,55

75 75

beton egalizare

beton egalizare

DETALIU FUNDATIE IN TREPTE

11

22

33

44

-1,95

-1,55

-2,50

-2,40

-1,55

-3,00

-2,90

-1,55

-3,00

-2,90

-2,50

6065

60

60

15 30 15 15 30 15 15 30 15

15 30 15

40

1085

101,3

5

1040

beton egalizare

beton egalizare beton egalizare

bloc fundatie

elevatieelevatie elevatie elevatie

bloc fundatie

bloc fundatie

bloc fundatie






10-T3-I32.5/0-16 - pereti, placa, scara ; - C4/5-I32.5/0-31 - beton simplu egalizare; Otel: - PC52; - OB37; - armare pereti - plase sudate STNB; - acoperirea cu beton 5.0cm la fetele in contact cu pamantul, 3 cm pereti , 2.5cm la celelalte elemente.

NOTA:- Vezi extrasul de materiale de pe plansa R1 - Plan fundatii


Scara1:50

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R10


36/2013OCT



Data2013 Armare placi


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




6106GQ 126

344.00x245.00

22106GQ 126

344.00x194.00

21106GQ 126

409.00x245.00

21106GQ 126

409.00x245.00

27106GQ 126

392.00x245.00

27106GQ 126

392.00x245.00

19106GQ 126

444.00x245.00

19106GQ 126

444.00x245.00

18106GQ 126

420.00x245.00

17 106GQ 126420.00x167.00

16

106GQ 126

174.00x184.00

15

106GQ 126

234.00x245.00

14106GQ 126

234.00x194.00

13116GQ 283

600.00x245.00

13116GQ 283

600.00x245.00

9116GQ 283

344.00x245.00

9116GQ 283

344.00x245.00

8116GQ 283

344.00x184.00

4

106GQ 126

206.98x245.00

3106GQ 126

205.37x119.50

4

106GQ 126

206.98x245.00

3106GQ 126

205.37x119.50

2 106GQ 126444.00x134.00

1 106GQ 126409.00x134.00

28 106GQ 126392.00x137.00

B B

A A

1

1

D D

E E

2

2

F F

4

4

5

5

C C

2'

2'

15 1,50 2,65 1,85 2,10 4,50 15

13,8

0

15 1,50 2,65 1,85 2,10 4,50 15

1,525 4,6522 4,0978 2,625

13,8

0

1,525 4,775 1,80 4,8012,90

12,90

hp=15cm

3

3

25 116GQ 283600.00x104.00

10

116GQ 283

184.00x214.00

23 116GQ 283600.00x104.00

10

116GQ 283

184.00x214.0024116GQ 283

109.00x104.00

26116GQ 283

109.00x104.00

E E

F F

4

4

5

5

30 1,60 3,10 1,60 30

30 6,30 30

1,90 3,10 1,90

1,10

2,40

8030

3,20

30

153,

5015

3,80

15 2,10 4,50 15

15 2,10 4,50 156,90

3,80

1,07

520

153,

5015

3,80

6,90

hp=15cm

3

3

7106GQ 126

479.50x245.00

6106GQ 126

344.00x245.00

5106GQ 126

344.00x184.00

E E

F F

4

4

5

5

15 2,10 4,50 156,90

153,50

153,80

153,50

153,80

15 2,10 4,50 156,90

hp=10cm

3

3

Extras plase sudate

Numar Tipuri Dimensiuni (m) Greutate(kg)

Total Greutate(kg)

Totalplase

1 106GQ 126 1 1.34x4.09 10.85 10.85

2 106GQ 126 1 1.34x4.44 11.78 11.78

3 106GQ 126 2 1.20x2.05 4.86 9.72

4 106GQ 126 2 2.45x2.07 10.04 20.08

5 106GQ 126 1 1.84x3.44 12.53 12.53

6 106GQ 126 2 2.45x3.44 16.69 33.37

7 106GQ 126 1 2.45x4.80 23.26 23.26

8 116GQ 283 1 1.84x3.44 28.10 28.10

9 116GQ 283 2 2.45x3.44 37.42 74.84

10 116GQ 283 2 2.14x1.84 17.48 34.97

13 116GQ 283 2 2.45x6.00 65.27 130.54

14 106GQ 126 1 1.94x2.34 8.99 8.99

15 106GQ 126 1 2.45x2.34 11.35 11.35

16 106GQ 126 1 1.84x1.74 6.34 6.34

17 106GQ 126 1 1.67x4.20 13.89 13.89

18 106GQ 126 1 2.45x4.20 20.37 20.37

19 106GQ 126 2 2.45x4.44 21.54 43.08

21 106GQ 126 2 2.45x4.09 19.84 39.68

22 106GQ 126 1 1.94x3.44 13.21 13.21

23 116GQ 283 1 1.04x6.00 27.71 27.71

24 116GQ 283 1 1.04x1.09 5.03 5.03

25 116GQ 283 1 1.04x6.00 27.71 27.71

26 116GQ 283 1 1.04x1.09 5.03 5.03

27 106GQ 126 2 2.45x3.92 19.02 38.03

28 106GQ 126 1 1.37x3.92 10.63 10.63

661.09Masa Totala (kg)

1*116GQ 283

23

116GQ 283

600.00x104.00

25

116GQ 283

600.00x104.00

1*116GQ 283

8116GQ 283

344.00x184.0010

116GQ 283

184.00x214.00

1*116GQ 283

9116GQ 283

344.00x245.0010

116GQ 283

184.00x214.00

1*116GQ 283

9116GQ 283

344.00x245.00

26116GQ 283

109.00x104.00

24116GQ 283

109.00x104.00

1*106GQ 126

7106GQ 126

479.50x245.00

1*106GQ 126

2106GQ 126

444.00x134.00

1*106GQ 126

17106GQ 126

420.00x167.0016

106GQ 126

174.00x184.00 1*106GQ 126

18106GQ 126

420.00x245.00

1*106GQ 126

1106GQ 126

409.00x134.00

1*106GQ 1266

106GQ 126

344.00x245.0014

106GQ 126

234.00x194.00

1*106GQ 126

22106GQ 126

344.00x194.0015

106GQ 126

234.00x245.00

1*106GQ 126

6106GQ 126

344.00x245.003

106GQ 126

205.37x119.50

3106GQ 126

205.37x119.50

EXTRAS DECUPAJE

2*106GQ 126

21106GQ 126

409.00x245.00

2*106GQ 126

4

106GQ 126

206.98x245.00

2*106GQ 126

27106GQ 126

392.00x245.00

1*106GQ 126

5106GQ 126

344.00x184.00

1*106GQ 126

28

106GQ 126

392.00x137.00

2*116GQ 283

13116GQ 283

600.00x245.00

2*106GQ 126

19106GQ 126

444.00x245.00

Plan armare planseu la partea superioarapeste beci cota -0.05 mSc. 1:50

Plan armare placa cota -2.40 mSc. 1:50Plan armare placa cota -0.05 m

Sc. 1:50


Scara1:50, 1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R11


36/2013OCT



Data2013 Plan cofraj grinzi si centuri peste parter


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




B B

A A

1

1

D D

E E

2

2

F F

4

4

5

5

C C

2'

2'

C'

C'

3,90

6,35

3,50

1,50 4,75 6,601,

508,

753,

50

12,85

13,7

5

125

1,50

2,40

2,60

6060

2,30

3,50

125

125 1,50 4,50 2,10 4,50 125

25 4,25 25

125

1,50

2,40

3,80

2,30

3,50

125

+3.70

+3.20

+3.20

+3.70 +3

.20

+3.70

+3.20

+3.70 +3

.20

+3.70

50 50 50 50

50

+3.20

+3.70

50

+3.20

+3.70

50

+2.95

+3.20

25

+2.95

+3.20

2525

+2.95

+3.20

25

+2.95

+3.20

25

+2.95

+3.20

15 1025

+2.95

+3.20

25

+2.95

+3.20

25

+2.95

+3.20

25

+2.95

+3.20

25

+2.95

+3.20

+2.95

+3.20

25

+2.95

+3.20

25

+2.95

+3.20

25

+2.95

+3.20

+2.70

+3.20

50

+2.70

+3.20

50

25

+2.95

+3.20

+2.95

+3.20

25

25

+2.95

+3.20

25

+2.95

+3.20

25

+2.95

+3.20

25 3,90 25 3,70 25 4,25 25

25 4,25 25

253,

6525

5,85

253,

2525

252,

1525

5,85

25

251,

6525

5,85

25

1,625 2,65 1,85 2,10 4,50 125

1,50 4,75 6,6012,85

13,7

5

25

Grinda b.a. intoarsa25x50

S3S2 S2

S2S6

S6S6

S6 S5

S5

S5 S5

S6S6

S6S6

S6 S6

S5

S4S5

S6

S5

S6





Grinda b.a.25x50

±0.00

11

11

11

11

11

11

11 11

11 11

11

11

11

11

1111

3

3

+2.95

+3.20

25125 125

25

C2 4Ø12 PC 52 1 Ø8 OB 37

Sectiunea 1-1Sc. 1:20

C

20 20

20

20 8

1 Etrieri Ø8 OB37L=0.96 m

30

30

centuri din b.a.




50

50

50

50

25

25

25

centuri din b.a.


1'


Bara inadire Ø12 PC52,L= 1,00 m

50

50

50

50

25

2525

575 20 6055 25 575

centuri din b.a.


1 Armatura longitudinalacontinua

1 Armatura longitudinalaintrerupta


10-T3-I32.5/0-16 - centuri, grinzi; Otel: - PC52; - OB37; - armare centuri, grinzi;


Scara1:20, 1:50

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R12


36/2013OCT



Data2013 Armare grinzi


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




50

25125 125

375

125

+3.20

+3.70C6Ø14 PC 52 1 Ø8 OB 37

45

45

20

20 8



C

2 4 5

C C

2'

60

60

25 2,40 25 1,60 25 1,85 25 4,25 25125 2,65 1,85 2,10 4,50 125

11,35

+3.20

+3.70

1,05

45

1,60 1,40 2,30 1,65

45

9,252,65

7,004,90

2 1Ø14 PC 52 L=1.70 m 3 1Ø14 PC 52 L=1.60 m 4 1Ø14 PC 52 L=1.40 m 5 1Ø14 PC 52 L=2.30 m 6 1Ø14 PC 52 L=2.10 m

8 2Ø14 PC 52 L=9.707 2Ø14 PC 52 L=3.10

10 3Ø14 PC 52 L=7.459 3Ø14 PC 52 L=5.35

1 Ø8/10 OB3725x10

1 Ø8/10 OB3717x10

1 Ø8/10 OB3719x10

1 Ø8/20 OB3712x20

1 Ø8/10 OB3710x10

1 Ø8/10 OB3710x10

4545 4545

11

11

22

11

11

11

11

11

11

3

50

25125 125

375

125

+3.20

+3.70C5Ø14 PC 52 1 Ø8 OB 37

45

45

20

20 8



C

2 2'

E E

25 2,40 25 1,60 25125 2,65 1,85 125

4,75

+2.70

+3.20

15 3Ø14 PC 52 L=5.60 m

15 3Ø14 PC 52 L=5.60 m

1 Ø8/10 OB3725x10

1 Ø8/10 OB3717x10

4,70

4,70

45 45 45 45

1'1'

1'1'

3

+2.95

+3.20

50

25125 125

375

125

C6Ø14 PC 52 1 Ø8 OB 37

45

45

20

20 8


Sectiunea 1'-1'Sc. 1:20

C

C C'

2' 2'

25 2,35 25125 2,60 125

+3.20

+3.70

2,85

1 Ø8/10 OB3724x10

4545

4545

2,8011 3Ø14 PC 52 L=3.70 m

11 3Ø14 PC 52 L=3.70 m

11

D EC

4 4

25 3,55 25 2,05 25125 3,80 2,30 125

6,35

+3.20

+3.70

4545

45

45

45

45

1,40 3,70

6,30

6,30

12 1Ø14 PC 52 L=1.85 m 13 1Ø14 PC 52 L=4.15 m

14 2Ø14 PC 52 L=7.20 m

14 3Ø14 PC 52 L=7.20 m

1 Ø8/20 OB378x20

1 Ø8/10 OB3724x10

1 Ø8/10 OB3711x10

1 Ø8/10 OB3711x101

1

11

11

22

MATERIALE Beton: - C16/20 -P4

10-T3-I32.5/0-16- beton grinzi; Otel: - PC52; - OB37; - armare grinzi;


Scara1:50, 1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R13


36/2013OCT



Data2013 Armare stalpi


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




3,15

+3,15

-2,60

-0,30

-0,05

-3,10

±0,00

-2,60

-0,30

-0,05

-3,10

±0,00

+3,30

+3.15

+3.30

+3.65

2,30

302,5

55

2,30

303,1

55

2,55

3,25

5,80

+2,70

-2,60

-0,30

-0,05

-3,10

±0,00

+3,20

+3,70

-1,55

-0,30

-0,05

-2,05

±0,00

+2,70

+3,20

-1,55

-0,30

-0,05

-2,05

±0,00

+3,20

+3,70

1,50

3,25

1,50

3,25

4,75

2,55

3,35

402,5

53,7

56,3

0

1,50

3,35

401,5

03,7

55,2

5

-1,55

-0,30

-0,05

-2,05

±0,00

+2,70

+3,20

1,50

3,25

101,5

03,2

54,7

5

90 90 90 90 90

2,60

+3,20

fundatie fundatie fundatie

fundatie

fundatie fundatie

S1 - 2 buc-2.60-0.05

S2 - 4 buc-2.60+3.20

S3 - 1 buc-2.60+3.70

S4 - 1 buc-1.55+3.20

S5 - 7 buc-1.55+3.70

S6 - 12 buc-1.55+3.20

C12/15

1 Ø8

/10 O

B37

25x1

0

2,50

30

3 4Ø

14 P

C 52

L=2.8

0 m

3 3

SectiuneaSc. 1:50

C12/15

1 Ø8

/10 O

B37

25x1

0

1 1

1 Ø8

/10 O

B37

32x1

0

C12/15

1 Ø8

/10 O

B37

25x1

0

1 1

1 Ø8

/10 O

B37

37x1

0

C12/15

1 Ø8

/10 O

B37

15x1

0

2 2

1 Ø8

/10 O

B37

33x1

0

5


C12/15

1 Ø8

/10 O

B37

15x1

0

1 1

1 Ø8

/10 O

B37

37x1

0

1 1

C12/15

1 Ø8

/10 O

B37

15x1

0

1 1

1 Ø8

/10 O

B37

34x1

0

3,50

30

3.20

4 4Ø

14 P

C 52

L=3.8

0 m5

4Ø14

PC

52 L=

3.20 m

3.70

3.50

30

4 4Ø

14 P

C 52

L=3.8

0 m6

4Ø14

PC

52 L=

3.70 m

3.20

30

2.45

7 4Ø

14 P

C 52

L=2.7

5 m5

4Ø14

PC

52 L=

3.20 m

2.45

3.70

30

7 4Ø

14 P

C 52

L=2.7

5 m6

4Ø14

PC

52 L=

3.70 m

3.20

30

2.45

7 4Ø

14 P

C 52

L=2.7

5 m5

4Ø14

PC

52 L=

3.20 m


20 20

20 8



125 12525

125

125

25

4

4

F F


4Ø14 PC 521 Etrieri Ø8 OB37

L=0.96 m

20 20

20

20 8

275 12540

125

125

25

5

5

D D


6Ø14 PC 52

2 Ø8 OB 37

1 Ø8 OB 37


20 20

20

20 8

35

3520 20

8


10 1020

125

125

25

4

4

F F


4Ø14 PC 521' Etrieri Ø8 OB37

L=0.86 m

20 20

15

15 8


10-T3-I32.5/0-16 - pereti, placa ; - C4/5-I32.5/0-31 - beton simplu egalizare; - C16/20-P4

10-T3-I32.5/0-16 - Stalpi ; Otel: - PC52; - OB37; - acoperirea cu beton 5.0cm la fetele in contact cu pamantul, 2.5 cm la celelalte elemente.


Scara1:50, 1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R14


36/2013OCT



Data2013 Plan distribuire elemente planseu din lemn


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




10,2

53,

50

1,50 4,75 1,85 4,75

1,50

8,75

3,50

13,7

512

51,

502,

403,

802,

303,

5012

5

125 1,50 2,65 1,85 2,10 4,50 125

25 4,375 125

125 1,50 4,50 2,10 4,50 125

1,50

2,40

3,80

2,30

3,50

125

3,97

525

901,

2075

8085

1,20

2515

1,05

1,10

1,20

75

15 10 3,90 25 3,70 25 4,50

15 4,45 15

4,7816 3,3184

4,75

3,90

25 4,25 25

2515

7515

1,05

1560

1565

1570

151,

0515

1590

1595

151,

0515

1575

1560

1565

1570

1510

515

1,05

15

12,85

1,575 25 1,20 2,40 75 45 1,55 25 1,20 1,20 1,20 50 25 75 751,

502,

6590

7545

1,20

1,20

1,20

2515

1,05

1,10

1,20

7

13,7

5

1,50 4,75 6,6012,85

75 1,50 4,60 1,85 40 4,35 75

1 1

Grinda intoarsa in placa

6,35

Detaliu 2Detaliu 1

Detaliu 3

Detaliu 1

grinda 15x15 cm, L = 4.50 m






















Detaliu 3

Detaliu 2

Det

aliu

2

Det

aliu

2

Det

aliu

2

Detaliu 4Detaliu 4Detaliu 4

grin

da 1

5x15

cm

, L =

4.7

5 m

grin

da 1

5x15

cm

, L =

4.7

5 m

grin

da 1

5x15

cm

, L =

4.7

5 m


grinda 15x15 cm, L = 4.50 mgrinda 15x15 cm, L = 3.70 m

5

grin

da 1

5x15

cm

, L =

4.7

5 m

25 6,35 25 4,2515

1015 1,05 15 2,25 15 1,05 15 1,40 25 15 1,05 15 1,05 15 1,05 15 35 15

2 cosoroabe15x15 cm

3

3

B B

A A

1

1

D D

E E

2

2

F F

4

4

5

5

C C

2'

2'

25 3,90 25 3,70 25 4,25 25

253,

6525

5,85

253,

2525

252,

1525

5,85

25

152,

1015

2515

7515

6015

3015

1,05

151,

0515

1,05

1510

15

HORN

cosoroaba 15x15 cm

2 cosoroabe 15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

2 cosoroabe15x15 cm

cosoroaba 15x15 cm

cosoroaba 15x15 cmcosoroaba 15x15 cm

cosoroaba 15x15 cm

cosoroaba15x15 cm

grin

da 1

5x15

cm

,L

= 1.

90 m

grin

da 1

5x15

cm

,L

= 2.

40 m

grin

da 1

5x15

cm

,L

= 2.

40 m

grin

da 1

5x15

cm

,L

= 2.

40 m

grin

da 1

5x15

cm

,L

= 2.

40 m

grin

da 1

5x15

cm

,L

= 2.

40 m

+3.70

+3.20

+3.35

+3.50

grinda beton armat

grinda din lemnde 25x25 cm

bara filetata Ø6 inglobatain grinda



NOTA:Elementele din lemn ce formeaza planseul (grinzile) se vor spriji pe alta grinda careeste prinsa in dreptul fiecarei grinzi cu bara filetata.

DETALIU 1Sc. 1:20

Bara inadire Ø8 OB 37,L= 0,20 m

Bara inadire Ø8 OB 37,L= 0,20 m

+3.20

+3.35

+3.50

+2.95

centura beton armat

zidarie GVP

grinda din lemn 15x15 cmcosoroaba lemn 15x15 cm

caprior 8x12 cm

cosoroaba lemn 15x15 cm

NOTA:Se va dispune o cosoroaba de 15x20 cm intre elelemntele din dulapi cerealizeaza planseu din lemn prinsa cu mustatile de Ø 6 lasate din grinda (ase vedea plansele de armare grinda)

DETALIU 2Sc. 1:20

11


Scara1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R15


36/2013OCT



Data2013 Detalii planseu lemn si sarpanta


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




+3.70

+3.20

+3.35

+3.50

grinda beton armat



NOTA:Elementele din lemn ce formeaza planseul (grinzile) se vor spriji pe alta grinda careeste prinsa in dreptul fiecarei grinzi cu bara filetata.

DETALIU 4Sc. 1:20

Bara inadire Ø8 OB 37,L= 0,20 m+3.20

+3.35

+3.50

+2.95

centura beton armat

zidarie GVP

grinda din lemn 15x15 cmcosoroaba lemn 15x15 cm

caprior 8x12 cm

cosoroaba lemn 15x15 cm

NOTA:Se va dispune o cosoroaba de 15x20 cm intre elelemntele din dulapi cerealizeaza planseu din lemn prinsa cu mustatile de Ø 6 lasate din grinda (ase vedea plansele de armare grinda)

DETALIU 3Sc. 1:20

11

talpa 15x15

talpa 15x15

pop 15x15

pop 15x15

cornier 50x5


scoabescoabe

DETALIU 5


Scara1:50

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R16


36/2013OCT



Data2013 Plan sarpanta


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




1 1

1,10

018,

7497

775 725 775 60 70 70 70 70 70 70 60 775 3752 7098 66 78 70 70 70 70 50 775

1,225 1,50 2,65 1,85 2,10 4,50 1,225

15,051,50 6,95 6,60

775

6070

7074

385

775

7070

7070

7070

7070

7070

775

725

7070

6077

5

1,22

51,

506,

202,

304,

725

3,90

8,55

3,50

15,9

5

775 725 775 60 70 70 70 70 70 70 60 775 455 63 74 70 70 70 70 70 50 775

5,375 1,85 2,10 4,50 1,225

1,50 6,9217 6,6283

15,05

775

725

775

5070

7070

7070

7070

7070

7070

7050

775

725

7070

6077

5

1,22

51,

502,

403,

802,

303,

501,

225

1,50

10,9

53,

5015

,95

LEGENDA:- pana 15x15cm

- cosoroaba 15x15cm

- pop 15x15cm

-caprior 12x8

Detaliu 2

Detaliu 3Detaliu 3

Detaliu 2

Det

aliu

2

Det

aliu

2

3

3

1

1

2

2

4

4

5

5

2'

2'

B B

A A

D D

E E

F F

C C

INVELITOARE TABLA ONDULATACULOARE NEAGRA

INVELITOARE TABLA ONDULATACULOARE NEAGRA

Detaliu 5

Detaliu 5

Detaliu 5

Detaliu 5

Detaliu 5

Det

aliu

5

Pop 1Pop 1

Pop 2Pop 2Pop 2

Pop 2Pop 2

Pop 2

Pop 3

Pop 3

Pop 4 Pop 4

Pop 5

Pop 5

15°/2

6.79%

15°/26.79%

15°/2

6.79%

15°/26.79%

15°/2

6.79%

15°/26.79%

15°/2

6.79%

15°/26.79%

15°/2

6.79%

15°/2

6.79%

15°/26.79%

15°/26.79%


Scara1:50, 1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura


Pl. nr.R17


36/2013OCT



Data2013 Armare buiandrugi


SemnaturaNume

Expert

Specificatie

Nr.



J 22/1862/2009CUI 26219501

Tel: 0742.471.927




Buiandrugi b.a.pentru gol de 75 cm 25x25

3 buc

4ø12 PC52 l=1,75


1 buc

4ø12 PC52 l= 2,35


4 buc

4ø12 PC52 l=2,45

etr.ø6/15

etr.ø6/15

etr.ø6/15

1

20 20

2

20 20

20 20

3

e1

1,30

e1

1,95

2,05

e3

+2.95

+3.20

125 125

25

25

C2 4Ø12 PC 52 1 Ø8 OB 37

20 20

20

20 8

DetaliubuiandrugiSc. 1:20

C



10-T3-I32.5/0-16 - buiandrugi; Otel: - PC52; - OB37; - armare buiandrugi