B.3. RESISTANCE C3

GSPublisherEngine 0.0.100.100

R1R2R3R4R5R6R7R8R9R10R11R12R13R14R15R16R17R18R19R20R21R22R23R24R25R26R27R28R29R30R31R32R33

A1 PortraitA3 LandscapeA3 LandscapeA4 PortraitA3 LandscapeA3 LandscapeA3 62 cmA3 LandscapeA3 LandscapeA3 LandscapeA4 PortraitA2P + 60X59A2 PortraitA2 PortraitA3 LandscapeA3 PortraitA3 LandscapeA3 LandscapeA3 LandscapeA4 PortraitA4 PortraitA3 LandscapeA3 LandscapeA3 LandscapeA3 LandscapeA3 LandscapeA3 LandscapeA2P + 60X59A2P + 60X59A2 PortraitA2 PortraitA3 LandscapeA4 Portrait

DIGGING PLAN, FOUNDATIONS, SLAM REINFORCEMENTREINFORCEMENT BEAM FOUNDATIONFOUNDATIONS DETAILS: 1, 2, 3FOUNDATIONS DETAILS: 2'FOUNDATIONS DETAILS: 4, 5FOUNDATIONS DETAILS: 6, 7FOUNDATIONS DETAILS: 8, 9FOUNDATIONS DETAILS STEPREINFORCE SLAB LEVEL -2,35REINFORCE SLAB LEVEL -0,05REINFORCE SLAB AT MAIN ACCESSFALSEWORK PLAN LEVEL +3.25FALSEWORK PLAN LEVEL +6.25REINFORCE SLAB LEVEL +3.25REINFORCE STAIRCASEREINFORCE STAIRCASEREINFORCEMENT COLOUMNS: S1, S2, S3, S4, S5REINFORCEMENT COLOUMNS: S6, S7, S8, S9REINFORCE BEAMS ABOVE GROUND FLOOR ax C,E,5,3REINFORCE BEAMS ABOVE GROUND FLOOR F,B,2,6REINFORCE BEAMS ABOVE GROUND FLOOR E,C,3,5REINFORCE BEAMS ABOVE GROUND FLOOR 4,DREINFORCE BEAMS ABOVE 1ST FLOOR BEAMS AX D, 3-5REINFORCE BEAMS ABOVE 1ST FLOOR AX E, C, 3-5REINFORCE BEAMS ABOVE 1ST FLOOR AX4, C-EREINFORCE BEAMS ABOVE 1ST FLOOR AX3,5, C-EREINFORCE SECONDARY BEAMS ABOVE 1ST FLOORWOOD FLOR STRUCTURE ABOVE THE GROUND FLOORROOF STRUCTURE ABOVE THE GROUND FLOORWOOD FLOOR STRUCTURE ABOVE THE 1ST FLOORROOF STRUCTURE ABOVE THE 1ST FLOORWALLS INTERSECTIONREINFORCEMENT CONCRETE LINTELS

59 / 8442 / 3042 / 3021 / 3042 / 3042 / 3062 / 3042 / 3042 / 3042 / 3021 / 3060 / 5942 / 5942 / 5942 / 3030 / 4242 / 3042 / 3042 / 3021 / 3021 / 3042 / 3042 / 3042 / 3042 / 3042 / 3042 / 3060 / 5960 / 5942 / 5942 / 5942 / 3021 / 30

SUMMARYNR PG PAGE FORMAT NAME Size


PROIECTARE DE ARHITECTURA SI URBANISMHERGHELEGIU BOGDAN IONUT

str. Simion Barnutiu, nr. 63Municipiul IASI

C.I.F. 28931556

B.I.A.Proiectant general: Proiectant structura:

OPTIM EST CONSTRUCTJ 4-494-2013, CUI:31626226oras Slanic Moldova, jud. Bacau

Scara1:50, 1:20

FazaP.T.

Nume

Desenat

Expert

Verificator

Proiectat

Sef Proiect

Semnatura

Referat/ExpertizaCerintaA1

Pl. nr.R1

Beneficiar:Pr. nr.

52-CIV-2013

arh. BOGDAN HERGHELEGIUing. LOATA ANDREIing. LOATA ANDREI

Data2013

DIGGING PLAN, FOUNDATIONS, SLAMREINFORCEMENT

municipiul Iasi, str.Valea Adanca,nr. 80 judetul Iasi

SemnaturaNume

Expert

Specificatie

Nr.

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

CONSTRUIRE LOCUINTA TIP C3comuna Miroslava, judetul Iasi

-1.20

-1.20

-1.20

-1.20

-1.20

-1.20

-1.20

-1.20

-1.20

-1.20

-1.20

-1.20

Mesh overlaydetail on floor

Sc. 1:20

-0.05

-0.20

Detail joiningplaced at floor

Sc. 1:20

4

4

2 7

1

3

3

5

5 61'

7'

C C

D D

F

EE

G

G'

3,00

60 2,40 60 2,25 90 5,35 90 5,35 90

90 5,35 90 5,35 90 2,25 60 2,40 60

60 7,15 60

60 625 60 5,65 60

60 7,15 60

60 5,65 60 625 60

605,

6560

625

60

607,

1560

602,

4060

2,25

905,

3590

5,35

90

905,

3590

5,35

902,

2560

2,40

60

607,

1560

6062

560

5,65

60

3,525 3,60 5,65 6,25 60 625 60 275 1,50 3,00 525

26,15

3,52

53,

605,

656,

2560

625

6027

51,

503,

0052

5

26,1

5

525 4,50 275 60 625 60 6,25 5,65 3,60 3,525

26,15

525

3,30

1,20

275

6062

560

6,25

5,65

3,60

3,52

5

26,1

5

26,15

175 20 225

225

2017

517

525

175

175 25 175 175 25 175

325

2532

532

525

325

325

2532

5

325

2532

532

525

325

325

2532

517

525

175

175

2022

5

175

2517

5

175

2517

5

175 20 225 175 25 175 325 25 325 325 25 325 325 25 325

325 25 325 325 25 325 325 25 325 175 25 175 225 20 175

175 25 175 175 25 175

20 20 20 225 20 175

175 25 175 175 25 175

325 2575

17575

175

175

325

257517

575 175

175

175 25 25 25 325

175

2525

2532

5

253,

7225

403,

3290 25

3,72

25

903,

3240

25 3,72 25

90 3,32 40

25 3,72 25

40 3,32 90

75 25 75

75 25 75

7525

75

7525

75

225

1522

520

2020

22515

225

2020

2022

515

225

20 20 20 22515

225

25 1,375 30

40 1,30 30

5,32

51,

506,

256,

256,

0082

5

825 3,00 3,00 6,25 6,25 1,50 5,325

825

3,00

3,00

6,25

13,0

75

25

10

2,40

3,00

2,27

53,

0012

5

2,80

4,30

925 1,20

4057

560

1,25 3,075 90

401,

3030

2,40 3,002,275 3,00 125

2,80

4,30 925

1,20

40 575 60

1,253,07

590

2,40

3,00

2,27

53,

00125

2,80

4,30

9251,20

4057

560

1,253,07590

401,

3030

2,403,002,2753,0012 5

2,80

4,30

925

1,20

40575601,

253,

075

90

401,3030

60 225 295

30 23 60

6023

30

steel mesh 106 GQ 126Ø4x100/Ø4x100

Etrieri Ø8 OB 37

7 76

6

6'6'

Foundationsdetail in steps


2' 2'

99

222'2'

2'2'

22

2'2'

2' 2' 2 2

2'2'

22

2'2'

11

33

44

55

-2.45

55

77

6 6

6' 6'

Foun

datio

nsde

tail

in s

teps

Foun

datio

nsde

tail

in s

teps

99

1 1

44

55

Bas

emen

t

-2.45

55

77

66

6'6'


Foundationsdetail in steps9 9

11

4 4

55

-2.45

5 5

77

66

6'6'

Foun

datio

nsde

tail

in s

teps

Foun

datio

nsde

tail

in s

teps

99

2'2'

11

44

5 5

-2.45

55

-0.15

-0.15 -0.15

-0.15

-0.30

-0.3

0

-0.3

0

-0.30

Basement

Basement

Basement

-2.50-3.00

-3.00-2.50-3

.00

-3.00

-3.00

-3.00

-3.00

-2.50

-3.00

-2.50

-3.00

-3.00

-3.00

-3.00

-3.00-2.50

-3.00-2.50

-3.00

-3.00

-3.00

-3.00

-3.00

-2.50

-3.00

-2.50

-3.00

-3.00

-3.00

-3.00

A'

A

B

S1

S1

S2

S3S4

S5

S6S7

S9

S8

S1

S1

S2

S3S4

S6

S7

S8

S1

S1

S2

S3 S4

S6S7

S8

S1

S1

S2

S3S4

S6S7

S8

S5

S5

S5

Slab 10 cm thickness

G.F.

G.F

.

G.F.

G.F

.

G.F

.

G.F

.

G.F

.

G.F

.

G.F.

G.F.

G.F.

G.F.

-2.50-1.95

-1.95-2.50

55

-1.95

-1.95

-1.95

-1.95

-2.50

-1.95

-2.50

55

-1.95

-1.95-2.50

-1.95-2.50

5 5

-1.95

-1.95

-2.50

-1.95

-2.50

55

-1.95

-1.95-1.95

2525

60 15 62555 25 575

80 80

1,35

centuri fundatie din b.a.

1 Armatura longitudinalacontinua

Ø12 PC52

Ø12 PC52

DETAILS ANCHOR LONGITUDINALREINFORCEMENT AT INTERSECTIONSSc. 1:20

25

25

25

25

25

6060

6060

60

60




Ø12 PC52Ø12 PC52

Ø12 PC52

5,8

5,8

5,8

5,8

5,85,8

5,8 5,8


NOTA

* Level ± 0.00 represent ground level.*frost deph is 0.90 m.* According to seismic design code P100 -1/2013e fits in:- seismical area - ag=0.25g; Tc=0.7sec.- importance classIV.* The foundation is done directly in the ground good foundation.To share the foundation bearing land is:- P conv = 95 kPa - deformation limit state (SLD)- Pcritic= 135 kPa - bearing capacity limit state (SLCP)

MATERIALS Concrete: - C12/15-P4

10-T3-I32.5/0-16 - walls, slab ; - C4/5-I32.5/0-31 - Concrete equalization; Steel: - PC52; - OB37; - reinforce walls - steel mesh STNB; - cover with concrete 5.0cm at the faces in contact with the ground, 3 cm walls , 2.5cm other elements.




C.I.F. 28931556



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Pl. nr.R2

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 REINFORCEMENT BEAM FOUNDATION


SemnaturaNume

Expert

Specificatie

Nr.



4

4

3

3

5

5

275 6,25 6,25 275

55 5,725 50 5,725 55

13,05

plasa 116 GQ 283Ø6x100/Ø6x100

Beam foundation D, 3-5Beam foundation 4, C-E

Sc. 1:20

Talpa C12/15

e4 114 etr. Ø8/15 OB37e4 116 etr. Ø8/15 OB37

2 4Ø12 PC 52 L=7.35 m

1 10Ø14 PC 52 L=7.65 m

22

1 10Ø14 PC 52 L=7.65 m

2 4Ø12 PC 52 L=7.35m

6,65

5035

5035

5035

5035

6,65

6,656,65

4

4

3

3

5

5

50 5,75 375 5,625 50125 6,25 6,25 125

12,75

plasa 116 GQ 283Ø6x100/Ø6x100

Beam foundation C,E, 3-5Beam foundation 3,5 C-E

Sc. 1:20

Talpa C12/15

5 4Ø12 PC 52 L=8.25 m

3 10Ø18 PC 52 L=7.55 m

6 4Ø12 PC 52 L=7.10 m

5035

5035

5035

5035

6,40

6,40

6,55

6,55

4 10Ø18 PC 52 L=7.40 m

e4 78 etr. Ø8/15 OB37 e4 76 etr. Ø8/15 OB37



Nota:Closed tiesi, mustatile, agrafele suntcotate la fetele exterioare




C.I.F. 28931556



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Pl. nr.R3

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 FOUNDATIONS DETAILS: 1, 2, 3


SemnaturaNume

Expert

Specificatie

Nr.



waterproofing rigid

15 cm overlapping steel meshesin stirrups right up and down.

waterproofing rigid waterprooftie rigida(mortar M10 cu aditiv tip "Apastop)

Suprapunere plase 15 cmin dreptul Closed tieslor sus si jos

umplutura compactata,grad de compactare min 95%

compacted fill,minimum degree of compaction 90%

25

32525325

90

-1,95

-1,55

-0,55

-0,45

-0,05

60

17525175

1025

1,50

2510

175 25 175

-3,00

-2,90

-0,05

60

502,3

510

2,95

-2,50

-1,95

-1,45

-0,15

-0,05

25 5

5 25


brick


mesh STNBØ4x100/Ø4x100

bitumen stoppersidewalk of concreteballast layer

steel meshes 106 GQ 126Ø4x100/Ø4x100




bitumen stopper



slab of reinforce concreteunderlayinsulation of extruded polystyrenesand+gravel

insulation

slab of reinforce concreteunderlay

insulation of extruded polystyrenesand+gravel





sidewalk of concreteballast layer

termo

izolat

ie(p

olisti

ren e

xpan

dat)

zidar

ie

mans

ory

insula

tion

(exp

ande

d poly

styre

ne) Section 1-1

sc: 1:20

2-2Section 2-2

sc: 1:20

C12/15

e4

5Ø14PC52

C12/15

a1

e4

5Ø14PC52

2Ø12PC52

2Ø12PC52

2,5

C12/15

min 2%

14Ø12PC52

e1

14Ø12PC52

C12/15

a1

e1

Section 3-3sc: 1:20

a1

14Ø12PC52

e1

14Ø12PC52

NOTE:- longitudinal reinforcing steel bar(mark 1) will overlap with 50Ø

e1

C12/15

C12/15

min 2%

401,2

510

510

1,90

1,80

1050

1,15

105

10

1,90

5

e1 etr. Ø8/20L=86cm, OB37

2015

15

208

a1 agr. 3Ø8/50/50/100 cm, L=25 cmOB37

155

e4 etr. Ø8/20L=116 cm, OB37

15

35

158

35

Nota:Closed tiesi, mustatile, agrafele suntcotate la fetele exterioare MATERIALS Concrete: - C12/15-P4





C.I.F. 28931556



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Pl. nr.R4

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 FOUNDATIONS DETAILS: 2'


SemnaturaNume

Expert

Specificatie

Nr.



waterprooftie rigida(mortar M10 cu aditiv tip "Apastop)

-1,95

-1,45

-0,15

-0,05

1,80

10

25

32525325

90

501,1

510

510

1,90


zidarie


placa din b.a.waterprooftie

termoizolatie din polistiren extrudatnisip+pietris

waterprooftienisip+pietris


Section2'-2'sc: 1:20

C12/15

e4

5Ø18PC52

C12/15

a1

e4

5Ø18PC52

2Ø12PC52

2Ø12PC52

2,55

a1 agr. 3Ø8/50/50/100 cm, L=25 cmOB37

155

e4 etr. Ø8/20L=116 cm, OB37

15

35

158

35

Nota:Closed tiesi, mustatile, agrafele suntcotate la fetele exterioare MATERIALS Concrete: - C12/15-P4





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Pl. nr.R5

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 FOUNDATIONS DETAILS: 4, 5


SemnaturaNume

Expert

Specificatie

Nr.



waterproof


60-3,00

-2,90

-2,40

-0,05

175 25 175

105

10

1025

1040

102,2

213

60

1025

105

102,2

213

20 20 20

-0,18

-3,00

-2,90

-2,40

-0,05

-2,50

-2,30

5 20

5 25


steel mesh STNBØ5x100/Ø5x100


Concrete equalization


brick




steel mash 116 GQ 283Ø6x100/Ø6x100


bitumen stopper

waterproofed




insulation

waterproofreinforce concrete slabinsulation from extruded polystyrene

waterproofreinforced concrete slabinsulation of extruded polystyrene

sidewalkbalast layer

brick

insula

tion

(exp

ande

d poly

styre

ne)

placa din b.a.waterprooftietermoizolatie din polistiren extrudatnisip+pietris


Section 4-4sc: 1:20

a1

m2

1 2Ø12PC52

14Ø12PC52

e1

A A

14Ø12PC52


e1

C12/15

C12/15

Beci

Section 5-5sc: 1:20

a2

m1

1 2Ø12PC52

14Ø12PC52

e3

A A

min 2%

14Ø12PC52


e2

C12/15

C12/15

Basement


2015

15

208

a1 agr. 3Ø8/50/50/100 cm, L=25 cmOB37

155

e2 etr. Ø8/20L=76 cm, OB37

10

2020

108

m1mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

170 c

m

10

80

MATERIALE Beton: - C12/15-P4

10-T3-I32.5/0-16 - elevatii, 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.

Nota:Necesarul de materialeeste pe planul de fundatie





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Pl. nr.R6

Beneficiar:Pr. nr.

52-CIV-2013




SemnaturaNume

Expert

Specificatie

Nr.



60

1040

102,2

213

60

1040

2,00

20

-0,30

225 15 22525 20 25

60

1025

105

102,2

213

-3,00

-2,90

-2,50

-2,40

-0,18

-0,05

1040

102,1

0

60

-0,30

-3,00

-2,90

-2,50

-2,40

-0,18

-0,05

513

5 20

513


steel mash 116 GQ 283Ø6x100/Ø6x100






bitumen stopper


waterproof waterproof




dop bitum


waterprooftie



insulation

insulation


sidewayballast layer

sidewayballast layer

waterprooftieplaca din b.a.termoizolatie din polistiren extrudat

waterprooftieplaca din b.a.

termoizolatie din polistiren extrudat

placa din b.a.waterprooftietermoizolatie din polistiren extrudatnisip+pietris




Section 6-6sc: 1:20

a2

6 4Ø12PC52

min 2%

a3

m3

1 4Ø12PC52

12Ø12PC52

m3

12Ø12 PC52

m1

14Ø12PC52

e3

64Ø12PC52

CONCRETE STAIRCASE

C12/15

C12/15

C12/15

e2

min 2%

1 4Ø12PC52

14Ø10PC52

C12/15 C12/15

e2

a3

m3

m3

12Ø12 PC52

15

2Ø12PC52

12Ø12 PC52

6 4Ø12PC52

m1

Section6'-6'sc: 1:20

Basement

BasementCONCRETE STAIRCASE


2015

15

208

a2 agr.Ø6/50/50, L=20 cmOB37

105

e2 etr. Ø8/20L=76 cm, OB37

10

2020

108

m1mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

170 c

m

10

80

m3mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

168 c

m7.5

80

25

1010

-1,20

-0,70

-0,45

40

3072

131,1

5

-1,20

-0,90

-0,45

-0,18

-0,05

105

10steps concrete30x15

steel mesh 116 GQ 283Ø6x100/Ø6x100 steel mesh106 GQ 126

Ø4x100/Ø4x100





steel mesh106 GQ 126Ø4x100/Ø4x100

Section 7-7sc: 1:20

C12/1

5

itumed belt

4Ø12PC 52 4

e1

C12/1

5

54Ø12PC 52

C12/15

4 18 buc 4Ø12/m PC52, L=125 cm

e1

10

1,15

5 4Ø12/m PC52, L=340 cm10

3,20

a3 agr.Ø6/50/50, L=18 cmOB37

7.55

MATERIALE Beton: - C12/15-P4

10-T3-I32.5/0-16 - elevatii, 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.

Nota:Necesarul de materialeeste pe planul de fundatie





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Pl. nr.R7

Beneficiar:Pr. nr.

52-CIV-2013




SemnaturaNume

Expert

Specificatie

Nr.



13

-0,05

-1,20

-0,45

1010

2520


steel mesh116 GQ 283Ø6x100/Ø6x100

treapta b.s.30x15



Section8-8sc: 1:20

14Ø10PC52

e3

cordon bitumtrotuar b.s, 10cm

e1

4

strat filtrant, 10cm

4Ø12PC 52

C12/1

5

C12/15

4 4Ø12/m PC52, L=125 cm10

1,15

waterproof


G

5 201,0

515

60

1040

102,1

0

2,70

175

175

175

175

175

175

175

175

175

175

175

27 27 27 27 27 27 27 27 27 27

1,90

15 30 80

60

105

10

25

201,0

515

25 5


waterprooftie

steel mesh STNB placa -2.35Ø4x100/Ø4x100


steel mesh 106 GQ 126 trotuarØ4x100/Ø4x100


balasthartie craft


brick

insula

tion

(exp

ande

d poly

styre

ne)





compacted fill,

minimum degree of compactio

n 90%

m3

1 4Ø12PC52

Section 9-9sc: 1:20



3 5Ø12/m PC52, L=480 cm

60

60

360

2

3

NOTA:- 13 mark will embedded in the wall of reinforced concrete

a3

2 36 buc 5Ø10/m PC52, L=135 cm1,35

10

NOTA:- See extract materials on board R1 - Foundation plan

C12/15

14Ø12PC52

e1

14Ø12PC52

15 1,175

G

G'

55 201,0

515

15 30 80

201,0

515

compacted fill,

minimum degree of compactio

n 90%

25Ø

10/m

PC5

2, L=

135 c

m

NOTA:- 13 mark will embedded in the wall of reinforced concrete

15 1,175


2015

15

208

a3 agr.Ø6/50/50, L=18 cmOB37

7.55

m3mu

stati a

ncor

are p

lase s

udate

Ø12/2

0 PC5

2, L=

168 c

m

7.5

80




C.I.F. 28931556



Scara1:20

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Pl. nr.R8

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 FOUNDATIONS DETAILS STEP


SemnaturaNume

Expert

Specificatie

Nr.



75 75

-1,95

-1,55

-3,00

-2,50

60

15 30 15 15 30 15 15 30 15

15 30 15

40

95

1,45

50

60

-2,50

-1,55

-3,00

-1,55

-2,90

-3,00

-2,40

-1,95

-1,55

-2,90


elevatieelevatie elevatie elevatie

STEP FOUNDATIONS DETAILS

Section 1-1sc: 1:20

Section 2-2sc: 1:20

Section 3-3sc: 1:20

Section 4-4sc: 1:20

block foundation

block foundation

block foundation

block foundation

C12/15

C12/15

C12/15

C12/15

11

22

33

44




C.I.F. 28931556



Scara1:50, 1:20

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Semnatura


Pl. nr.R9

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 REINFORCE SLAB LEVEL -2,35


SemnaturaNume

Expert

Specificatie

Nr.



Extras meshes

Numar Types Dimensions (m)Totalmeshes

1 106GQ 126 4 2.45x3.25

2 106GQ 126 2 1.65x3.25

3 106GQ 126 2 6.00x0.90

4 106GQ 126 2 1.10x1.90

5 106GQ 126 1 1.00x1.40

1

2116GQ 283

165.00x325.00

1

116GQ 283

245.00x325.00

5116GQ 283

100.00x140.00

116GQ 283

245.00x325.00

7

7

C C

D D

7'

7'

25 2,80 20

151,

0520

6,07

520

3,25 703,95

125

1,50

6,25

125

8,00

25 3,703,95

125

2015

1,05

156,

325

8,00

125 3,00 825

125

1,50

6,25

125

Beci

-2.40

ARMARE PLACA COTA -2,35Sc. 1:50

hp=1

0 cm

BB

-0.05

-0.20

Detail joiningplaced at floor

Sc. 1:20

10

Etrieri Ø8 OB 37

Mesh overlay detailand floor to floor

Sc. 1:20

25




C.I.F. 28931556



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Pl. nr.R10

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 REINFORCE SLAB LEVEL -0,05


SemnaturaNume

Expert

Specificatie

Nr.



1

2116GQ 283

165.00x325.00

1

116GQ 283

245.00x325.00

116GQ 283

245.00x325.00

7

7

C C

D D

7'

7'

7

7

C C

D D

7'

7'

206,

075

20

25 2,80 20

25 2,80 20

206,

075

20

125 3,00 125

3,25

106,

2512

5

6,47

5

125 3,00 125

3,25

106,

2512

5

6,47

5

125 3,00 125

3,25

2510

6,25

125

6,47

5

125 3,00 125

3,25

106,

2512

5

6,47

5

-0.05

-0.05

ARMARE PLANSEU IN REAZEMCOTA -0,05Sc. 1:50

ARMARE PLANSEU IN CAMPCOTA -0,05Sc. 1:50

hp=1

3 cm

hp=1

3 cm

25

311

6GQ

283

600.0

0x0.9

0

4116GQ 283

110.00x190.00

4116GQ 283

110.00x190.00

311

6GQ

283

600.0

0x0.9

0

15

1515

Caprite 2 buc./mp = 50 bucØ 8 OB 37, L= 65 cm

88

1

-0.05

-0.20

Detail connectionto place floor.

Sc. 1:20

Mesh overlay detailand floor to floor

Sc. 1:20

15

25

5

5

Etrieri Ø8 OB 37




C.I.F. 28931556



Scara1:50

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Pl. nr.R11

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 REINFORCE SLAB AT MAIN ACCESS


SemnaturaNume

Expert

Specificatie

Nr.



C

54'

54'

C

-0.05

2,40

4,30

4,30

1,20

125 2,15 125

2,925

1,50

125

125 2,15 125

2,40

501,2

01,1

01,7

5

501,2

02,8

5

2,925

1,50

125

4,55

4,55

2,40

DETALIU ARMARE PLACAACCES PRINCIPAL 4 BUCATI

2 7Ø10/m, PC52-L=637350 - sus10 10

10

10 10

1 7Ø

10/m

, PC5

2-L=

637

370 -

sus

4 7Ø8/m, PC52-L=637350 - jos

5 7Ø8/m, PC52-L=637185 - jos

10 10

hp=1

5 cm

BB

S6S8




C.I.F. 28931556



Scara1:50, 1:20

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Pl. nr.R12

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 FALSEWORK PLAN LEVEL +3.25


SemnaturaNume

Expert

Specificatie

Nr.



4

4

2

2 7

7

GG

C C

D D

EE

F

1

1

3

3

5

5 6

6

3'

D'

4'

C'

+3.25

+2.75+3.10

+3.25

+2.75

+3.10

+3.25

+2.75

+3.10

1535

+3.10

50

+3.60

+3.25

+2.75

50

+3.25

15 3550

+3.00

+3.25

+3.10

+3.60

+3.25

1535 50

5,40

3,85

8,00

1,50

125 1,50 1,50 6,25 7,75 1,50 125

5,40 3,85 8,00 1,5018,75

125

1,50

1,50

6,25

6,25

1,50

1,50

125

18,7

5

125

1,50

1,50

6,25

6,25

1,50

1,50

125

1,50

8,00

3,85

5,40

18,7

5

1,50 8,00 3,85 5,40125 1,50 7,75 4,10 2,15 1,50 1,50 125

18,75

+3.25

+2.75

+3.10

1535

+3.10

50

+3.60

+3.25

+3.25

50

+2.75

153550

153550

+3.10

+3.60

+3.25

153550

+3.25

+3.00

+2.75

1535

+3.10

50

+3.60

+3.25

+3.25

50

+2.75

15 3550

15 35

+3.25

50

+2.75

+3.10

+3.10

+3.25

+3.25

+2.75

+3.10

+3.25

+2.75

+3.10

1535

+3.10

50

+3.60

+3.25

+2.75

50

+3.25

+3.00

+3.25

3,08

2,08

5

257,

5025

251,

2525

25 2,75 25 1,90 25

255,

5025

2525

25 2,75 25 6,00 25

257,5025

251,2525

252,

7525

1,90

25

255,50252525

252,

7525

6,00

25 257,

5025

251,

2525

252,75251,9025

255,

5025

2525

252,75256,0025

25 7,50 25

25 1,25 25

252,

7525

1,90

25

25 5,50 25 25 25

252,

7525

6,00

25

2,085

3,08

3,08

2,08

5

2,085

3,08

+3.00

+3.10

+3.60

+3.25

+3.25

+2.75

+3.10

+3.10

+3.25

25

+3.25

+3.00

25

+3.25

+3.00

25

+3.25

+3.00

25

+3.25

+3.00

25

+3.25

+3.00

25

+3.25

+3.00

25

+3.25

+3.00

25

+3.25

+2.75

+3.10

+3.25

+2.75

+3.10

+3.25

+3.25

+2.75

+3.00

153550

1535

+3.10

50

+3.60

+3.25

+3.25

+2.75

+3.10

153550

+2.75

+3.10

+3.25

3515

+2.75

+3.10

+3.25

50

+3.25

+2.75

153550

+3.25

+2.75

1535

+3.10

50

+3.60

+3.25

351550

90

90

90

90

25

R 0.50

R 0

.50

R 0.50

R 0

.50

h slab

=15cm

HOLLE STAIRCASE

h slab=15cm

HOLL

E ST

AIRC

ASE

h slab

=15cm

HOLLE STAIRCASE

h slab=15cm

HOLL

E ST

AIRC

ASE

A A

BB

+3.10

+3.10

+3.10

+3.10

S2

S3S4

S5

S6S7

S9

S8

S2

S3S4

S6

S7

S8

S2

S3 S4

S6S7

S8

S2

S3S4

S6S7

S8

S5

S5

S5

2525

60 15 62555 25 575

80 80

1,35

centuri din b.a.

1 Armatura longitudinalacontinua

Ø12 PC52

Ø12 PC52


25

25

25

25

25

6060

6060

60

60

centuri din b.a.

centuri din b.a.

Ø12 PC52Ø12 PC52

Ø12 PC52

4,5

4,5

4,5

4,5

4,54,5

4,5 4,5DETAILS ANCHOR LONGITUDINALREINFORCEMENT AT INTERSECTIONSSc. 1:20





C.I.F. 28931556



Scara1:50

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Pl. nr.R13

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 FALSEWORK PLAN LEVEL +6.25


SemnaturaNume

Expert

Specificatie

Nr.



4

4

C C

D D

EE

3

3

5

53' 4'

3' 4'

+5.90

50

+6.40

1535

+6.25

50

+6.75

+6.40 1515

25 2,75 25 3,00 25 3,00 25 2,75 25

25 2,75 25 3,00 25 3,00 25 2,75 25

256,

0025

6,00

25

256,

0025

6,00

25

256,

0025

6,00

25

+5.90

50

+6.40

25 2,75 25 3,00 25 3,00 25 2,75 25

125 6,25 6,25 125

12,75

125

6,25

6,25

125

12,7

5

2,75 25 3,00

12,75125 3,00 3,25 3,25 3,00 125

256,

0025

6,00

25

125

6,25

6,25

125

12,7

5

3,00 25 2,75 252525

+5.90

50

+6.40

40

25 2,75 25 3,00 25 6,00 25

25 5,875 50 5,725 40

50 5,60 40 5,75 50

50

50

15

+6.25

+6.75

+6.40 15

+5.90

1535

+6.40

+6.40

50

+5.90

+5.90

50

+6.40

50

50 15

+6.25

+6.75

+6.4015

+5.90

1535 +6.40+6.40

50

+5.90

+5.90

50

+6.40

50

50

15

+6.25

+6.75

+6.40 15

+5.90

1535

+6.40

+6.40

50

+5.90

+5.90

50

+6.40

S6S7

S9

S6

S7

S6 S7

S8

S6

S7




C.I.F. 28931556



Scara1:50, 1:20

FazaP.T.

Nume

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Semnatura


Pl. nr.R14

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 REINFORCE SLAB LEVEL +3.25


SemnaturaNume

Expert

Specificatie

Nr.



3

3

5

5

EE

C C

D D

4

4

3

3

5

5

EE

C C

D D

4

4

5,50

3,90

1,20

90

1,00

2,90

1,20

90

2,90

1,20

90

2,90

1,20

90

2,90

2,20

90

55

25 6,00 25 5,50 25 25 25

25 25 25 5,50 25 6,00 25

256,0

025

5,50

2525

25

2525

255,5

025

6,00

25

1,00

3,855

3,85

5

3,855

3,85

5

1,90

1,90

1,90

1,90

275 6,25 6,25 1,6252,545 10,355 1,50

14,40

275

6,25

6,25

1,625

2,545

10,35

51,5

014

,40

2756,256,251,625

2,54510,3551,5014,40

275

6,25

6,25

1,625

2,545

10,35

51,5

014

,40

10 10

2 5Ø10/m, PC52-L=1,95 m-sus1,75

10

10

2 5Ø

10/m

, PC5

2-L=

1,95 m

-sus

1,75

4 12Ø10/m, PC52-L=6,65 m-jos6,45

10 10

10 105 12Ø10/m, PC52-L=5,50 m-jos5,30

10 106 12Ø10/m, PC52-L=3,30 m-jos3,10

1 10Ø10/m, PC52-L=3,55 m-sus3,25

3 10Ø10/m, PC52-L=1,95 m-sus1,75

10 10

10 10

7 12

Ø10/m

, PC5

2-L=

6,65 m

-jos

6,45

8 12

Ø10/m

, PC5

2-L=

5,50 m

-jos

5,30

9 12

Ø10/m

, PC5

2-L=

4,30 m

-jos

4,10

10

10

10

10

10 10

10 5Ø

6/msu

s

10 5Ø6/msus

10 5Ø

6/msu

s

10

10

2 5Ø

10/m

, PC5

2-L=

1,95 m

-sus

1,75

1010

2 5Ø10/m, PC52-L=1,95 m-sus1,75

4 12

Ø10/m

, PC5

2-L=

6,65 m

-jos

6,45

10

10

10

10

5 12

Ø10/m

, PC5

2-L=

5,50 m

-jos

5,30

10

10

6 12

Ø10/m

, PC5

2-L=

3,30 m

-jos

3,10

1 10

Ø10/m

, PC5

2-L=

3,55 m

-sus

3,25

3 10

Ø10/m

, PC5

2-L=

1,95 m

-sus

1,75

10

10

10

10

7 12Ø10/m, PC52-L=6,65 m-jos6,45

8 12Ø10/m, PC52-L=5,50 m-jos5,30

9 12Ø10/m, PC52-L=4,30 m-jos4,10

10

10

1010

10 5Ø6/msus

10 5Ø

6/msu

s

10 5Ø6/msus

1010

2 5Ø10/m, PC52-L=1,95 m-sus1,75

10

10

2 5Ø

10/m

, PC5

2-L=

1,95 m

-sus

1,75

4 12Ø10/m, PC52-L=6,65 m-jos6,45

1010

1010 5 12Ø10/m, PC52-L=5,50 m-jos5,30

1010 6 12Ø10/m, PC52-L=3,30 m-jos3,10

1 10Ø10/m, PC52-L=3,55 m-sus3,25

3 10Ø10/m, PC52-L=1,95 m-sus1,75

1010

1010

7 12

Ø10/m

, PC5

2-L=

6,65 m

-jos

6,45

8 12

Ø10/m

, PC5

2-L=

5,50 m

-jos

5,30

9 12

Ø10/m

, PC5

2-L=

4,30 m

-jos

4,10

10

10

1010

10 5Ø

6/msu

s

10 5Ø6/msus

10 5Ø

6/msu

s

10

102 5Ø

10/m

, PC5

2-L=

1,95 m

-sus

1,75

10 10

2 5Ø10/m, PC52-L=1,95 m-sus1,75

4 12

Ø10/m

, PC5

2-L=

6,65 m

-jos

6,45

10

10

10

10

5 12

Ø10/m

, PC5

2-L=

5,50 m

-jos

5,30

10

10

6 12

Ø10/m

, PC5

2-L=

3,30 m

-jos

3,10

1 10

Ø10/m

, PC5

2-L=

3,55 m

-sus

3,25

3 10

Ø10/m

, PC5

2-L=

1,95 m

-sus

1,75

10

10

10

10

7 12Ø10/m, PC52-L=6,65 m-jos6,45

8 12Ø10/m, PC52-L=5,50 m-jos5,30

9 12Ø10/m, PC52-L=4,30 m-jos4,10

10

10

1010

10 5Ø6/msus

10 5Ø

6/msu

s

10 5Ø6/msus

2,20

2,20

2,20

10

10

2' 5Ø

10/m

, PC5

2-L=

2,35 m

-sus,j

os2,1

5

10 10

2' 5Ø10/m, PC52-L=2,35 m-sus,jos2,15

10

2' 5Ø

10/m

, PC5

2-L=

2,35 m

-sus,j

os2,1

5

1010 2' 5Ø10/m, PC52-L=2,35 m-sus,jos2,15

10

Detaliu bordare gol scaraSc 1:20

Bare detaliate pe plansa

11 12 13 14 15m1 54 buc Ø8 OB37 L=170 cm

808010

1,40

1,25

1,10

95

80

1,19

1,19

1,46

1,56

1,36

1,19

1,50

62

62

1,26

1,19

1,60

62

62

1,69

1,19

1,16

1,31

1,40

67

10

10

1010

10

10

10

10

10

11 3Ø14 PC52 L=633 cm

10

12 3Ø14 PC52 L=612 cm

13 3Ø14 PC52 L=597 cm

14 3Ø14 PC52 L=582 cm

15 3Ø14 PC52 L=566 cm

Detaliu bare bordare golSc 1:20




C.I.F. 28931556



Scara1:20

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Pl. nr.R15

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 REINFORCE STAIRCASE


SemnaturaNume

Expert

Specificatie

Nr.



4

4

D D

1,465 90

3,07

90

2,36528

2828

2828

2828

2828

28

28 28 28 28 345

3,97

28 2,085 252,49 125

3,97

254,

095

125

2,615

4,22

S1

S1

S2S2

1 Ø10 PC52 L=120 cm1,10

5 5

2 Ø10 PC52 L=144 cm

3 Ø1

0 PC5

2 L=1

35 cm

1 Ø1

0 PC5

2 L=1

20 cm

1 Ø1

0 PC5

2 L=1

20 cm

5

5

5

5

5

5

55

1,34

1,251,

10

1,10

Belts reinforced concretestaircase for support

4

4

+2,26

+3,30

+1,94

+2,09

+3,15

413

517

517

517

517

517

54

3425

1,15

25 2,365

1,08

1,73

5

+1,77

+2,32

zidarie

88

1,30

80

85

65

66

38

46

52

20

25

68

9

20

jos 6 10Ø10 PC52 L=395 cmjos

7 10Ø10 PC52 L=397 cm

SectionS2Sc 1:20

1 54 buc 10






C.I.F. 28931556



Scara1:20

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Pl. nr.R16

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 REINFORCE STAIRCASE


SemnaturaNume

Expert

Specificatie

Nr.



hidroizolatie rigida(mortar M10 cu aditiv tip "Apastop)

D

1,80

10

25

32525325

90

501,1

510

510

1,90

-1,95

-1,45

-0,15

-0,05

30

±0,00 135

175

175

175

175

175

175

175

175

175

175

175

175

175

175

175

175

175

215

53,

30

28 28 28 28 28 28 28 28 28 28 39 73

3,92

+1,90

+2,15

+3,30

±0,00

-0,20

+1,76

+1,58

-0,05

+0,13


zidarie


hidroizolatienisip+pietris

hidroizolatienisip+pietris


centuri dinb.a.

scara dinb.a.

Section2-2sc: 1:20

C12/15

e4

5Ø14PC52

C12/15

a1

e4

5Ø14PC52

2Ø12PC52

2Ø12PC52

2,5

jos 4 10Ø10 PC52 L=342 cm

3,26

2,25

5

5

41

74

20

1212

53

2522

NOTA:Barele care armeaza rampele scarii balansate precum si pintenul sevor confectiona la fata locului urmand panta cofrajului.

jos 5 10Ø10 PC52 L=478 cm

SectionS1Sc 1:20

1 64 buc

1 2 3 421 buc

10 4Ø12 PC52 L=550 cm

5






C.I.F. 28931556



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Pl. nr.R17

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCEMENT COLOUMNS: S1, S2,S3, S4, S5


SemnaturaNume

Expert

Specificatie

Nr.



-0,30

-0,05±0,00

2,30

302,5

55

2,60

20

+3,25

+2,75

-3,00

-0,05

40

-3,00

-2,50

-3,00

25

2,20

302,

7055

2,50

3,25

5,751,00

25

+3,25

-0,05

-2,50

±0,00

-1,55

-1,95

±0,00

25

1,25

302,

7055

1,55

3,25

4,80

1,00

-0,05

25

+3,25

+2,75

-1,55

-3,00

±0,00

50

1,00

50

+3,25

-2,50 -2,50

fundatie

S1 - 8 buc-2.50-0.05

C12/15e1

14 b

uc Ø

8/20

OB37

2,50

15

1 4Ø

14 P

C 52

L=2.6

5 m

1 1

Stalp S1Sc. 1:50

S2 - 4 buc-2.30+3,25

C12/15

2 8Ø

14 P

C 52

L=3.6

0 m3.

45

15

3 8Ø

14 P

C 52

L=3.2

5 m3,

25

e4 e

8 13

buc Ø

8/20 O

B37

e4' e

8' Ø

8/10 O

B37

9x10

e4' e

8' Ø

8/20 O

B37

5x20

e4' e

8' Ø

8/10 O

B37

15x1

0

4 4

4' 4'

C12/15

3.25

15

3 4Ø

14 P

C 52

L=3.2

5 m3.

452

4Ø14

PC

52 L=

3.60 m

e2 1

3 etr

Ø8/20

OB37

e2' Ø

8/20 O

B37

6x10

e2' Ø

8/20 O

B37

7x20

e2' Ø

8/10 O

B37

14x1

0

2 2

2' 2'

S3 - 4 buc-2.50+3,25

S4 - 4 buc-1.55+3.25

C12/15

3.25

15

3 4Ø

14 P

C 52

L=3.2

5 m2.

501

4Ø14

PC

52 L=

2.65 m

e2 Ø

8/20 O

B37

9x20

e2' Ø

8/20 O

B37

6x10

e2' Ø

8/20 O

B37

7x20

e2' Ø

8/10 O

B37

14x1

0

2 2

2' 2'

S5 - 4 buc-2.50+3.25

C12/15

4 9Ø

16; 5

Ø10

PC 52

L=3.6

0 m5

9Ø16

; 5Ø1

0 PC

52 L=

3.25 m

3.25

3.45

e5 a

1 Ø8

/20 O

B37

13x2

0e5

' a1'

Ø8/1

0 OB3

733

x10

6' 6'

6 6

125 125

125

125

25

25

Section2'-2'(25x25)

4Ø14 PC 52

e2' Closed ties Ø8OB37L=0.96 m

20 20

20

20 8

e2'

101020

1010

20

4Ø14 PC 52e1 Closed ties Ø8 OB37

L=0.86 m1515

15

158

e1

Section1-1(20x20) - 7 buc

30

40

Section4-4(25x40)

33

23 2333

e4 etr. Ø8 OB37L=128 cm


202020 20

8Ø14 PC 52e4

e6

8 8

5050

2525

25 25

Section6-6L(50x50)

43

18

18 43


43

18

18

43

9Ø16 PC 52e5

8

8

185

a1 agr. Ø8 OB37L=28 cm

a1

a1

e52Ø10 PC 52

3Ø10 PC 52

125 12525

125

125

25

Section2-2Sc. 1:20


L=88 cm

18 18

18

18 8

e230

40

Section4'-4'(25x40)

35

25 2535

e4' etr. Ø8 OB37L=136 cm


212121 21

8Ø14 PC 52e4'

e6'

8 8

2525

50

50

25 25

Section6'-6'L(50x50)

45

20

20 45


45

20

20

45

9Ø16 PC 52e5'

8

8

205

a1' agr. Ø8 OB37L=30 cm

a1'

a1'

e5'2Ø10 PC 52

3Ø10 PC 52Nota:Closed tiesi, mustatile, agrafele suntcotate la fetele exterioare






C.I.F. 28931556



Scara1:50, 1:20

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Pl. nr.R18

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCEMENT COLOUMNS: S6, S7,S8, S9


SemnaturaNume

Expert

Specificatie

Nr.



-3,00

55

1,00

1,00

55

+5,85

+6,40

+2,70

+3,25

-1,45

-1,95

±0,00 -0,05

+6,25

+5,75

+2,75

-0,05

+3,25

1,00

1,00

40

40

-1,45

-1,95

-1,55

-1,95

±0,00

25

1,15

302,

7055

1,45

3,25

4,70

1,00

25

+3,25

+5,75

-1,95

1,00

+6,40

+3,25

+2,70

-2,50

S6 - 4 buc-1,45+6,25

C12/156 9Ø

16; 5

Ø10

PC 52

L=2.6

5 m7

9Ø16

; 5Ø1

0 PC

52 L=

4.30 m

8 9Ø

16; 5

Ø10

PC 52

L=3.0

0 m3.

004,

302.

50

e6 a

1 Ø8

/20 O

B37

7x20

e6' a

1' Ø

8/10 O

B37

33x1

0e5

' a1'

Ø8/1

0 OB3

732

x10

6 6

6' 6'

6' 6'

S7 - 4 buc-1,45+6,40

C12/1515

2.50

4,30

3.00

1 13

Ø14

PC 52

L=2.6

5 m10

10Ø

14 P

C 52

L=4.3

0 m12

10Ø

14 P

C 52

L=3.0

0 m

e6 e

6' Ø8

/20 O

B37

8x20

e7 e7

' Ø8/1

0 OB3

710

x10

e7 e7

' Ø8/2

0 OB3

75x

20e7

e7' Ø

8/10 O

B37

14x1

0e7

Ø8/1

0 OB3

710

x10

e7 Ø

8/20 O

B37

3x20

e7 Ø

8/10 O

B37

16x1

0

5 5

7 7

5' 5'

S8 - 4 buc-1.45+3.25

C12/15

3.25

15

3 4Ø

14 P

C 52

L=3.2

5 m2.

501

4Ø14

PC

52 L=

2.65 m

e2 Ø

8/20 O

B37

9x20

e2' Ø

8/20 O

B37

6x10

e2' Ø

8/20 O

B37

7x20

e2' Ø

8/10 O

B37

14x1

0

2 2

2' 2'

S9 - 2 buc-1,55+6,25

C12/15

9 9Ø

16; 4

Ø10

PC 52

L=2.6

5 m7

9Ø16

, 4Ø1

0 PC

52 L=

4.30 m

8 9Ø

16; 4

Ø10

PC 52

L=3.0

0 m3.

004,

302.

50

e9 Ø

8/20 O

B37

8x20

e9'

Ø8/10

OB3

733

x10

e9'

Ø8/10

OB3

732

x10

8 8

8' 8'

8' 8'

11 3

Ø14

PC 52

L=3.3

0 m3,

30

15

2525

5050

25 25


45

20

20 45


45

20

20

45

9Ø16 PC 52e5'

8

8

205

a1' agr. Ø8 OB37L=30 cm

a1'

a1'

e5'2Ø10 PC 52

3Ø10 PC 52

50

5025

25

25 25

Section6-6L(50x50)

43

18

18 43


43

18

18

43

9Ø16 PC 52e5

8

8

185

a1 agr. Ø8 OB37L=28 cm

a1

a1

e52Ø10 PC 52

3Ø10 PC 52

55

1525

15 25 15

40

20



35

2035

13Ø14 PC 52

e7'

8

e7

2020

50


50

8

55

1525

15 25 15

40


Section5-5L(40x50) 13Ø14 PC 52

e6'

33

183318

8

e6

1818

48


48

8

125 12525

125

125

25

Section2-2Sc. 1:20


L=88 cm

18 18

18

18 8

e2

125 125

125

125

25

25

Section2'-2'(25x25)

4Ø14 PC 52


e2'

50

125

2512

5

125 25 125

50Section8-8L(40x50)

9Ø16 PC 52

e8


e8

4Ø10 PC 52

843

43

20 20

50

125

2512

5

125 25 125

50

Section8'-8'L(40x50) 9Ø16 PC 52

e8'


e8'

4Ø10 PC 52


20 20

20

20 840

1525

25 15

40

35

20 2035


Section7-7L(40x40)

35

2020

35

10Ø14 PC 52e7

e7

8

8

40

1525

25 15

40

33

18 1833



33

18

1833

10Ø14 PC 52e6

e6

8

8







C.I.F. 28931556



Scara1:50, 1:20

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Pl. nr.R19

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE BEAMS ABOVE GROUNDFLOOR ax C,E,5,3


SemnaturaNume

Expert

Specificatie

Nr.



6

63

3

5

5

4

4

+3.25

+2.75

80

+3.60

+3.10

1.65 80 2.10

50 1,65 25 3,70 40 5,75 50 1,25 25

8080 4.15 1.25e1 8etr.Ø8/10e1 16etr.Ø8/10

1

1

e1 8etr.Ø8/10

1

1

e1 10etr.Ø8/20

2

2 1

1

e1 8etr.Ø8/10e1 8etr.Ø8/10

3

3

e1 10etr.Ø8/20 e1 13etr.Ø8/10

40

7 3Ø16 PC52 L=725 cm645

40

6 2Ø16 PC52 L=725 cm645

40

40

40

9 3Ø16 PC52 L=890 cm810

40

8 2Ø16 PC52 L=890 cm810

40

40

4

4

Beams-axC, 5-2 :25x50Beams-axE, 3-6 :25x50Beams-ax5, E-B :25x50Beams-ax3, C-F :25x50

6' 1Ø16 PC52 L=425 cm385 40 40

9' 1Ø16 PC52 L=440 cm400

3

3

3

3

40 40

7' 1Ø16 PC52 L=200 cm160 8' 1Ø16 PC52 L=270 cm

230

+2.75

+3.25

+3.10

+2.75

+3.25

+3.10

50

25125 125

1535

50

25125 125

1535

3Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168

e1 Closed ties Ø8 OB37L=1.34 m

Section1-1Sc. 1:20

4.5

2.5

3Ø16 PC 52

2Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168


Section2-2Sc. 1:20

4.52.5

3Ø16 PC 52

Note: The beams in the direction C and E, have the concrete coverat the top by 4.5 cm and 2.5 cm from the bottom; The beams in the direction of 3 and 5, have concrete coverof 2.5 cm at the top and at the bottom 4.5 cm;

+3.25

+3.75

+3.10

50

25125 125

3515

50

25125 125

3515

+3.25

+3.75

+3.10

3Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168


Section3-3Sc. 1:20

B

4.52.5

B

3Ø16 PC 52

2Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168

Section4-4Sc. 1:20

B

4.52.5

B

3Ø16 PC 52





C.I.F. 28931556



Scara1:50, 1:20

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Semnatura


Pl. nr.R20

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE BEAMS ABOVE GROUNDFLOOR F,B,2,6


SemnaturaNume

Expert

Specificatie

Nr.



3

3

1

1

+3.25

+2.75

80 1.15 80

25 2,75 25 2,15

+2.7525

125 125

80

5,405,40

Beams-axF, 1-3' :25x50Beams-axB, 7-4' :25x50Beams-ax2, A-C' :25x50Beams-ax6, G-D' :25x50

40

12 1Ø14 PC52 L=155 cm115

40

11 3Ø14 PC52 L=615 cm535

40

10 2Ø16 PC52 L=615 cm535

40

40

e1 8etr.Ø8/10

5

5

e1 6 etr. Ø8/20

6

6

e1 8etr.Ø8/10

40

13 2Ø18 PC52 L=370 cm330

7

7

3Ø14 PC 52

e1 21etr.Ø8/10

+2.75

+3.25

+3.10

50

25125 125

1535

2Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168


Section7-7Sc. 1:20

4.52.5

3Ø14 PC 52

2Ø18 PC 52

+2.75

+3.25

+3.10

+2.75

+3.25

+3.10

50

25125 125

1535

50

25125 125

1535

2Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168


Section5-5Sc. 1:20

4.5

2.5

3Ø14 PC 52

2Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168


Section6-6Sc. 1:20

4.52.5

3Ø14 PC 52

Note: The beams in the direction C and E, have the concrete coverat the top by 4.5 cm and 2.5 cm from the bottom; The beams in the direction of 3 and 5, have concrete cover of2.5 cm at the top and at the bottom 4.5 cm;

1Ø14 PC 52




C.I.F. 28931556



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Pl. nr.R21

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE BEAMS ABOVE GROUNDFLOOR E,C,3,5


SemnaturaNume

Expert

Specificatie

Nr.



E

E

1.5050

50 25 1,50625 1,625

2,25

25

8

8

e1 15etr.Ø8/10e1 5etr.Ø8/10

40

15 3Ø14 PC52 L=302 cm222

40

14 3Ø16 PC52 L=302 cm222

40

40

Beam-axE, 3-6 :25x50Beam-axC, 5-2 :25x50Beam-ax3, C-F :25x50Beam-ax5, E-B :25x50

+2.75

+3.25

+3.10

50

25125 125

1535

3Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168

Section8-8Sc. 1:20

4.5

2.5

3Ø14 PC 52





C.I.F. 28931556



Scara1:50, 1:20

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Pl. nr.R22

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE BEAMS ABOVE GROUNDFLOOR 4,D


SemnaturaNume

Expert

Specificatie

Nr.



3

3

5

5

4

4

55 5,725 50 5,725 55

80

80 804.125 80 804.125+3.25

+2.75

275 6,25 6,25 275

13,05

40

1 1Ø16 PC52 L=285 cm245

2 1Ø16 PC52 L=435 cm435

40

1 1Ø16 PC52 L=270 cm245

40

4 2Ø16 PC52 L=405cm365

3 2Ø16 PC52 L=1055cm1015

40

5 3Ø14 PC52 L=770 cm665

5 3Ø14 PC52 L=770 cm665

40 40

4040

25

e1 8etr.Ø8/10 e1 8etr.Ø8/10e1 21 etr. Ø8/20

8 9 8

8 9 8

e1 8etr.Ø8/10 e1 8etr.Ø8/10e1 21 etr. Ø8/20

8 9 8

8 9 8

Ge-ax4, C-E :25x50Ge-axD, 3-5 :25x50

+2.75

+3.25

+3.10

5025

125 125

1535

2Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168


Section9-9Sc. 1:20

4.52.5

3Ø14 PC 52

+2.75

+3.25

+3.10

50

25125 125

1535

3Ø16 PC 52 e1 Ø8 OB 37

43 43

16

168


Section8-8Sc. 1:20

4.5

2.5

3Ø14 PC 52

Note: The beams in the direction D, have the concrete cover atthe top by 4.5 cm and 2.5 cm from the bottom; The direction of the beams 4 have the concrete cover atthe top by 2.5 cm and 4.5 cm from the bottom;

Nota:Closed ties, mustatile, agrafele they arelisted on the outer faces;






C.I.F. 28931556



Scara1:50, 1:20

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Pl. nr.R23

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE BEAMS ABOVE 1ST FLOORBEAMS AX D, 3-5


SemnaturaNume

Expert

Specificatie

Nr.



3

3

5

5

4

4

+6.40

+5.90

5.725 5.725

80

50

+5.90

+6.40

+5.90

+6.40

50

12,75

125 6,25 6,25 125

40 5,725 50 5,725 40

65

65

40 40

Beams-axD, 3-5 :25x50

e1 57 etr. Ø8/10 e1 57 etr. Ø8/10

40

1 1Ø14 PC52 L=270 cm230

2 1Ø16 PC52 L=435 cm435

40

1 1Ø14 PC52 L=270 cm230

40

4 2Ø16 PC52 L=390cm350

3 2Ø16 PC52 L=1040cm1000

40

5 3Ø14 PC52 L=755cm650

5 3Ø14 PC52 L=755cm650

40 40

4040

5Ø14 PC 52e1 Ø8 OB 37

43 43

16

168

e1 Closed Ties Ø8 OB37L=1.34 m

Section 2'-2'Sc. 1:20

4.52.5

6Ø14 PC 52 e1 Ø8 OB 37

43 43

16

168



4.52.5

125 125

25125 125

25

1' 2' 1'

1' 2' 1'

1' 2' 1'

1' 2' 1'

2525

NOTA: Partea de jos a grinzilor va avea acoperire de 2.5 cm si partea de sus de 4.5 cm; Etrierul este cotat la fetele exterioare

12 3Ø16 PC52 L=307cm8080

61 61

12 3Ø16 PC52 L=307cm8080

61 61

25 25

3Ø16 PC 52

+5.90

+6.40

50

5Ø14 PC 52e1 Ø8 OB 37

43 43

16

168



4.52.5

125 125

25

3Ø16 PC 52

50

+5.90

+6.406Ø14 PC 52 e1 Ø8 OB 37

43 43

16

168



4.52.5

125 125

25






C.I.F. 28931556



Scara1:50, 1:20

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Semnatura


Pl. nr.R24

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE BEAMS ABOVE 1ST FLOORAX E, C, 3-5


SemnaturaNume

Expert

Specificatie

Nr.



3

3

5

5

4

4

+6.40

+5.90

5.60 4.15

80

50

+5.90

+6.40

+5.90

+6.40

50

125 6,25 6,25

50 5,60 40 5,75 50

40 40

Ge-axE axC, 3-5; :25x50

e1 58 etr. Ø8/10 e1 58 etr. Ø8/10

40

6 1Ø14 PC52 L=280cm240

7 1Ø14 PC52 L=420 cm420

40

6 1Ø14 PC52 L=280 cm240

40

9 2Ø14 PC52 L=390cm350

8 2Ø14 PC52 L=1040cm1000

40

11 3Ø14 PC52 L=760cm655

10 3Ø14 PC52 L=745cm640

40 404040

5Ø14 PC 52e1 Ø8 OB 37

43 43

16

168



4.52.5

6Ø14 PC 52 e1 Ø8 OB 37

43 43

16

168



4.52.5

125 125

25125 125

25


1' 2' 1'

1' 2' 1'

1' 2' 1'

1' 2' 1'

2525

12 3Ø16 PC52 L=307cm8080

61 61

12 3Ø16 PC52 L=307cm8080

61 61

12 3Ø16 PC52 L=307cm8080

61 61

25 25

3Ø16 PC 52

+5.90

+6.40

50

5Ø14 PC 52e1 Ø8 OB 37

43 43

16

168



4.52.5

125 125

25

3Ø16 PC 52

50

+5.90

+6.406Ø14 PC 52 e1 Ø8 OB 37

43 43

16

168



4.52.5

125 125

25 MATERIALS Concrete: - C12/15-P4





C.I.F. 28931556



Scara1:50, 1:20

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Semnatura


Pl. nr.R25

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE BEAMS ABOVE 1ST FLOORAX4, C-E


SemnaturaNume

Expert

Specificatie

Nr.



C

C

E

E

D

D

+6.40

+5.90

80 804.125 80 804.125

12,75

125 6,25 6,25 125

40 5,725 50 5,725 40

80

Ge-ax4, C-E :25x50

e1 8etr.Ø8/10 e1 8etr.Ø8/10e1 21 etr. Ø8/20 e1 8etr.Ø8/10 e1 8etr.Ø8/10e1 21 etr. Ø8/20

40

1 1Ø14 PC52 L=270 cm230

2 1Ø16 PC52 L=435 cm435

40

1 1Ø14 PC52 L=270 cm230

40

4 2Ø16 PC52 L=390cm350

3 2Ø16 PC52 L=1040cm1000

40

5 3Ø14 PC52 L=755cm650

5 3Ø14 PC52 L=755cm650

40 40

4040

1' 2' 1'

1' 2' 1'

1' 2' 1'

1' 2' 1'

2525

50

+5.90

+6.406Ø14 PC 52 e1 Ø8 OB 37

43 43

16

168



2.54.5

125 125

25+5.90

+6.40

50

5Ø14 PC 52e1 Ø8 OB 37

43 43

16

168


4.52.5

125 125

25

e1 Closed Ties Ø8 OB37L=1.34 m MATERIALS

Concrete: - C12/15-P4





C.I.F. 28931556



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Pl. nr.R26

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE BEAMS ABOVE 1ST FLOORAX3,5, C-E


SemnaturaNume

Expert

Specificatie

Nr.



C

C

E

E

D

D12,75

125 6,25 6,25 125

+6.40

+5.90

80 804.00 80 804.15

80

50 5,60 40 5,75 50

50

+5.90

+6.40

+5.90

+6.40

50

Ge- ax3 ax5, C-E :25x50

e1 8etr.Ø8/10 e1 8etr.Ø8/10e1 20 etr. Ø8/20 e1 8etr.Ø8/10 e1 8etr.Ø8/10e1 21 etr. Ø8/20

40

6 1Ø14 PC52 L=280cm240

7 1Ø14 PC52 L=420 cm420

40

6 1Ø14 PC52 L=280 cm240

40

9 2Ø14 PC52 L=390cm350

8 2Ø14 PC52 L=1040cm1000

40

11 3Ø14 PC52 L=760cm655

10 3Ø14 PC52 L=745cm640

40 404040


1' 2' 1'

1' 2' 1'

1' 2' 1'

1' 2' 1'

2525

5Ø14 PC 52e1 Ø8 OB 37

43 43

16

168


4.52.5

6Ø14 PC 52 e1 Ø8 OB 37

43 43

16

168



2.54.5

125 125

25125 125

25


+5.90

+6.40

50

5Ø14 PC 52e1 Ø8 OB 37

43 43

16

168


4.52.5

125 125

25


50

+5.90

+6.406Ø14 PC 52 e1 Ø8 OB 37

43 43

16

168



2.54.5

125 125

25






C.I.F. 28931556



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Pl. nr.R27

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

REINFORCE SECONDARY BEAMS ABOVE1ST FLOOR


SemnaturaNume

Expert

Specificatie

Nr.



E

E C

C

D

D

2822

2814

8

25 6,00 25 6,00 25

1.50 1503.30 1.50150 3.30

80

SECONDARY BEAM 3', 4', C-E3'

1,18

23

13 1Ø14 PC52 L=250cm109

14 2Ø18 PC52 L=425 cm425 1,18

23

13 1Ø14 PC52 L=250 cm109

15 2Ø18 PC52 L=1011cm872

1,18

23

1,18

23

17 3Ø16 PC52 L=731 cm643

23 23

2' 1'

14 buc. Ø8/10 14 buc. Ø8/1016 buc. Ø8/20

3' 2' 1'

3'2'1'

14 buc. Ø8/1014 buc. Ø8/10 16 buc. Ø8/20

3'2'1'

40

2525

40

17 3Ø16 PC52 L=731 cm643

16 2Ø18 PC52 L=388 cm247

+6.25

+6.75

+6.25

+6.75

3515

275 275

50

3515

505555

275 275

15 25 1555

+6.25

+6.75

3515

275 265

50

5555

3',4'4Ø18 PC 52 e1 Ø8 OB 37



2.52.5

43 43

16

168

40

40

13

55

13

6Ø12 PC 52

m1 Mustati Ø12 PC52L=0.58 m

2Ø18 PC 52 e1 Ø8 OB 37



2.52.5

43 43

16

168

40

40

13

55

13

6Ø12 PC 52


50

508 5

e2 Closed Ties Ø8 OB37L=1.26 m 50

508 5


3Ø16 PC 52

3',4' 3',4'8Ø18 PC 52 e1 Ø8 OB 37


e1 Closed Ties Ø8 OB37L=variabil

4.52.5

varia

bil 30

-43

varia

bil 30

-43

16

168

40

40

13

55

13

6Ø12 PC 52

50

508 5


3Ø16 PC 52


3Ø16 PC 52

1Ø14 PC 52







C.I.F. 28931556



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Pl. nr.R28

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

WOOD FLOR STRUCTURE ABOVE THEGROUND FLOOR


SemnaturaNume

Expert

Specificatie

Nr.



6

61

1

3

3

5

5

EE

F

7

7

GG

C C

D D

4

4

2

2

125 1,50 1,50 6,25 6,25 1,50 125 1,503,25 6,00 8,00 1,50

18,75

15,6

253,

125

3,25

6,00

8,00

1,50

18,7

5

125 1,50 1,50 6,25 6,25 1,50 1,50 125

1,50 8,00 6,00 3,2518,75

125

1,50

1,50

6,25

6,25

3,00

101,

508,

003,

875

5,35

18,7

25

3,00

PLANSEU DIN LEMN PESTE PARTERSc. 1:50

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

535

cm

Gr.

15x1

5 L=

535

cm

Gr.

15x1

5 L=

535

cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 535 cm

Gr. 15x15 L= 535 cm

Gr. 15x15 L= 535 cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

300

cm

Gr.

15x1

5 L=

535

cm

Gr.

15x1

5 L=

535

cm

Gr.

15x1

5 L=

535

cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 300 cm

Gr. 15x15 L= 535 cm

Gr. 15x15 L= 535 cm

Gr. 15x15 L= 535 cm

BB

A A

DETALIU 1

DETALIU 4

Scandurarasinoasede 2.5 cmgrosime

DETA

LIU 4

DETA

LIU 1

Scan

dura

rasin

oase

de 2.

5 cm

gros

ime

DETALIU 4

DETALIU 1


DETALIU 4

DETALIU 1

Scan

dura

rasin

oase

de 2.

5 cm

gros

ime

Cosoroaba

Cosoroaba

Cosoroaba

Cosoroaba

timber beam 15x15

zidarie GVP

reinforce concrete slab

reinforce concrete beam

spur reinforce concrete

brick GVP

waterprooftie

Softwood lumber of 2.5 cm thick

DETAIL 1

NOTE: - The timber to be used for making roof structure will be minimal Class II operation and willprotect the flame retardant according to current regulations and appropriate treatment againstfungi (especially the homemade sponge). - In corners where rafters have just one point of support will mount a valley wedged betweenthe cabinet and the nearest deer that has at least two points of support.

NOTE: - On the upper floor will be installed softwood lumber thickness of 2.5 cm




C.I.F. 28931556



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Pl. nr.R29

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

ROOF STRUCTURE ABOVE THE GROUNDFLOOR


SemnaturaNume

Expert

Specificatie

Nr.



6

61

1

3

3

5

5 7

74

4

2

2

EE

F

GG

C C

D D

80 70 70 70 70 66 37 47 60 1,20 70 1,65 80 70 70 70 70 74 48 50 46 48 74 70 70 70 70 80 1,501,425 1,50 1,50 6,25 6,25 1,50 1,50 1,425

19,85 1,5021,35

8070

7070

7066

3747

601,

202,

3580

7070

7070

7448

5046

4874

7070

7070

801,

501,

425

1,50

1,50

6,25

6,25

1,50

1,50

1,42

5

19,8

51,

5021

,35

8070707070663747601,202,35807070707074485046487470707070801,501,4251,501,506,256,251,501,501,425

19,851,5021,35

8070

7070

7066

3747

601,

202,

3580

7070

7070

7448

5046

4874

7070

7070

801,

501,

425

1,50

1,50

6,25

6,25

1,50

1,50

1,42

5

19,8

51,

5021

,35

8,00

1,305 5,40 90

3,00

25 2,75 25 1,90 25

1,50

8,00

5,40

3,00

252,

7525

1,90

25

1,50

8,00

5,40

3,00

1,50

1,30 8,00 1,30

5,40

3,00

252,

7525

1,90

25

1,50

SARPANTA PESTE PARTERSc. 1:50

Detaliu 4

Detaliu 4

Detaliu 4

Detaliu 4

Detaliu 3D

etal

iu 3

Detaliu 3D

etal

iu 3

BB

A A

PopPop

Pop

Cosoroaba

Capriori

Pana

Pazie

Pop

Pop

Pop

Pop

Coso

roab

a

Capr

iori

Pana

Pazie

Pop Pop

Pop

Cosoroaba

Capriori

Pana

Pazie

Pop

Pop

Pop

Coso

roab

a

Capr

iori

Pana

Pazie

wood post 15x15wood beam 15x15

beam 15x15

brick GVP

reinforce concrete slab


brick GVP

spur reinforce concrete

waterprooftie

Softwood timber of 2.5 cm thick

DETAIL 3






C.I.F. 28931556



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Pl. nr.R30

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

WOOD FLOOR STRUCTURE ABOVE THE1ST FLOOR


SemnaturaNume

Expert

Specificatie

Nr.



3

3

5

5

4

4

EE

C C

D D

3,00 25 2,75 25

252525 252,75253,00

12,7

512

56,

256,

2512

5

256,

0025

6,00

25

125 6,25 6,25 125

12,75

3,00

25 2,75 25 3,00 25 3,00 25 2,75 25

25 2,75 25 3,00 25 3,00 25 2,75 25

256,

0025

6,00

25

2,75

125 6,25 6,25 125

12,75

125

6,25

6,25

125

12,7

5

25 2,75 25 3,00 25

25 2,60 55 2,85 25 2,85 55 2,60 25

PLANSEU DIN LEMN PESTE ETAJSc. 1:50

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cm Gr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Gr. 15x15 L= 295 cmGr. 15x15 L= 325 cm

Detaliu 5Detaliu 5

Detaliu 4Detaliu 4

256,

0025

6,00

25

256,

0025

6,00

25

515

4515

9515

9515

9515

9515

9515

6015

9515

9515

9515

9515

1,10

155

515

6015

9515

9515

9515

9515

9515

6015

9515

9515

9515

9515

9515

5




Scandurarasinoasede 2.5 cm

grosime

+3.20

+3.70

3515

125 125

25

50

wood beamde 25x25 cm

grinda beton armat

scandura derasinoase de 2.5 cm grosime

C6Ø14 PC 52 e2 Ø8 OB 37

C

4.52.5

6Ø12 PC 52

DETALIU 5Sc. 1:20

caprior 12x8

eave purlin 15x15

beam 15x15


zidarie GVP

waterprooftie



Sipci de 5x3 cmSipci de 5x3 cm

DETAIL 4

NOTA:Cosoroaba se va prinde cu mustati de Ø6 lasate din centura la fiecare 50cm

m1 Ø8 3buc/mmustati ancorare cosoroabe

m1 Ø8 3buc/m L= 1.30 mmustati ancorare cosoroabe

40

8

16

16

40






C.I.F. 28931556



Scara1:50, 1:25,

1:20

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Semnatura


Pl. nr.R31

Beneficiar:Pr. nr.

52-CIV-2013


Data2013

ROOF STRUCTURE ABOVE THE 1STFLOOR


SemnaturaNume

Expert

Specificatie

Nr.



EE

3

3

5

5

C C

D D

4

4

3'

3'

4'

4'

675 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 70 6751,425 3,00 3,25 3,25 3,00 1,425

15,35

675

7070

7070

7070

7070

7070

7070

7070

7070

7070

7070

675

1,425

3,00

3,25

3,25

3,00

1,425

15,35

6757070707070707070707070707070707070707070675

1,4253,003,253,253,001,425

15,3567

570

7070

7070

7070

7070

7070

7070

7070

7070

7070

7067

5

1,425

3,00

3,25

3,25

3,00

1,425

15,35

SARPANTA PESTE ETAJSc. 1:50

2,00

4,50

2,00

2,00

4,50

2,00

Detaliu 7Detaliu 7

Detaliu 7 Detaliu 7

Detaliu 4

Detaliu 4

Detaliu 4

Detaliu 4

Pana 15x15 cm

Pana 15x15 cm

Pana 15x15 cm

Talpa 20x15 cmTalpa 20x15 cm

Talpa 20x15 cm Talpa 20x15 cm

Pana 15x15 cm

reinforce conrete beam55x60


Talpa 20x15 cm

Pop 15x15 cm

Talpa 20x15 cm

Pop 15x15 cm

Talpa 20x15 cm

Talpa 20x15 cm

Pop 15x15 cm

Talpa 20x15 cm

55

60

m1 Ø8 3buc/m L= 1.30 mmustati ancorare talpi40

8

16

16

40

Detaliu 7


Capriori

Dolie

Pana 15x15 cm

Talpa 20x15 cm

Scoaba

Grinda 15x15 cm

caprior 12x8

eave purlin 15x15

beam 15x15


zidarie GVP

waterprooftie



Sipci de 5x3 cmSipci de 5x3 cm

DETAIL 4

NOTA:Cosoroaba se va prinde cu mustati de Ø6 lasate din centura la fiecare 50cm

m1 Ø8 3buc/mmustati ancorare cosoroabe

m1 Ø8 3buc/m L= 1.30 mmustati ancorare cosoroabe

40

8

16

16

40






C.I.F. 28931556



Scara1:20

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Pl. nr.R32

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 WALLS INTERSECTION


SemnaturaNume

Expert

Specificatie

Nr.



20

5

100

100

5

Ø6/60 OB37 L=2.30 ma1

20

5

100

100

5

Detalii armare stalpisori b.a.Sc. 1:20

soclu b.a.

6zidarie din caramida cu goluri verticale GV 500x115x238

cu mortar pentru utilizare generala marca M50

se zideste in strepi

waterprooftie rigida

(mortar M10 cu aditivtip "Apastop")

5 Detalii armare stalpisori b.a.Sc. 1:20

soclu b.a.

a1zidarie din caramida cu goluri verticale GV 290X240X238

(b=15 N/mmp) cu mortarpentru utilizare generala marca M50

waterprooftie rigida

(mortar M10 cu aditivtip "Apastop")

arm.longitudinala

etr. Ø8/10/15

a2

Ø6/60 OB37 L=2.35

Ø6/60 OB37 L=2.30 m

55

55

225

225

20

5

100

100

5

a2

a125

25 25

Ø6/60 OB37 L=2.12a3

115

115

100

100

6

6

Ø6/60 OB37 L=247 cm

235

a4

6

Primul rand R1

235

6

115

115

115

MATERIALEMortar M10 cu fmed > 10 N/mm2 ; - Zidarie lungime 290 mm; înațime 240 mm; înălțime:238 mm, rezistenta la compresiune 15 N/mm2

Otel: - OB37;.





C.I.F. 28931556



Scara1:50

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Pl. nr.R33

Beneficiar:Pr. nr.

52-CIV-2013


Data2013 REINFORCEMENT CONCRETE LINTELS


SemnaturaNume

Expert

Specificatie

Nr.



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

4 buc

4ø12 PC52 l=1,90


8 buc

4ø12 PC52 l= 2,55


4 buc

4ø12 PC52 l=2,05

etr.ø6/15

etr.ø6/15

etr.ø6/15


16 buc

4ø12 PC52 l= 2,95

etr.ø6/15

1,55

1,70

2,20

2,60

1

20 203

20 20

20 20

2

e1

1,50

e1

2,15

1,65

e1

4

20 20

e1

2,55

Documents

B.3. RESISTANCE C3