documentp1

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-0.05 -1.85 -1.90 etr.Ⱦ8/15,10buc 2 1 1 14Ⱦ16, L=3.90m, PC52 5 30 150 170 PLAN COFRAJ SI ARMARE STALP AX A-6'-8 Scara 1:50 25 A B 8 -0.05 8 8 35 etr.Ⱦ8/15, L=1.45m, PC52 2 1 Sectiune 1-1 Scara 1:20 8.75 57.5 8.75 100 75 35 25 25 30 250 30 20 290 20 330 40 250 40 etr.Ⱦ8/15,17buc 3 Plan cofraj si armare grinda scara Ax A 30x30cm, cota +1.65m SCARA 1:50 +1.65 +1.35 10 10 8 8 3Ⱦ14,L=3.75,jos 4 3.25 25 3.25 3Ⱦ14,L=4.05,sus 5 15 15 1 1 +1.65 +1.65 +3.35 +1.65 25 340 8.75 82.5 8.75 4 5 Sectiune 1-1 Scara 1:20 75 75 24 3 etr. 8/10/20, L=1.70m, PC52 10 24 10 +1.65 +1.35 25 25 25 37.5 37.5 -1.65 h pl=15cm -0.05 +3.35 15 17 30 17 30 15 15 17 30 17 30 15 15 30 40 250 40 30 290 30 135 20 135 30 jos jos sus sus sus jos 161 690 690 250 302 393 20 20 20 20 160 20 20 160 10/10, L=12.81m, PC52 13 10/10, L=12.83m, PC52 14 10/10, L=3.60m, PC52 10 jos jos jos jos sus sus jos sus 10/10, L=12.11 m, PC52 11 10/10, L= 12.11m, PC52 12 234 20 690 20 325 690 247 156 20 20 20 160 160 20 10/10, L=3.60m, PC52 10 sus sus jos 160 20 20 160 10/10, L=3.60m, PC52 10 jos PLAN COFRAJ SCARA INTERIOARA SCARA 1:50 A B 8 30 40 250 40 30 290 30 135 20 135 PLAN ARMARE SCARA INTERIOARA SCARA 1:50 8 8 40 etr.Ⱦ8/15, L=1.45m, PC52 6 40 20 20 etr.Ⱦ8/15,11buc 2 345 10 10 10/15, L=3.65m, PC52 9 9 130 10 10 10/15, L=1.50m, PC52 8 8 160 10 10 12, L=1.80m, PC52 7 7 7 8 8 9 8 8 8 8 9 9 286 60 218 629 690 60 294 346 639 648 9 9 8 8 8 8 10 10 10 11 12 13 14 PLAN ARMARE RAMPA 2 SCARA INTRE COTELE +1.65...+3.35 SCARA 1:25 PLAN ARMARE RAMPA 1 SCARA INTRE COTELE -0.05...+1.65 SCARA 1:25 RAMPA 2 RAMPA 1 COFRAJ SI ARMARE SCARA INTERIOARA P1 Scara Sef proiect Plan nr. Proiectat Faza: S.C. ALFA PROIECT & CONSULTING S.R.L. Verificat Referat de verificare nr. ......... / 2014 Verificat Tel:031/4172415 Mobil:0727/753763 Sos. Colentina,Nr.26,Bl.64,Sc.B2,Et.6 C.U.I.18135280;R.C.J40/19291/2005 40 /1/ 2012 Proiect nr. Ing. Bogdan Guleac Cerinta: A1,A2 Adresa : strada Tabla Butii, nr.391,sat Gheaba, comuna Maneciu, Judet PRAHOVA Consolidare, extinderere si supraetajare Scoala Mica Ing.Susman Sebastian Ing. Macinic Florin 1:50 Expert Raport de expertiza nr. ......... / 2012 Ing. Bogdan Guleac Proiectat Ing. Macinic Florin Ing. Mihnea Costache Beton : C20/25 (BC 25) Otel : PC 52;OB 37; Revizia nr.2 Data: 05.2014 Beneficiar : Consiliul Local Maneciu prin administrator Liceul TehnologicManeciu

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  • ?????

    -0.05

    -1.85

    -1.90

    etr.?

    8/15

    ,10b

    uc2

    1 1

    14?

    16, L

    =3.

    90m

    , PC5

    2

    530

    150

    170

    PLAN COFRAJ SI ARMARE STALPAX A-6'-8

    Scara 1:50

    25

    A

    B

    8

    -0.05

    8 8 35

    etr.?8/15,L=1.45m, PC52

    2

    ????1

    Sectiune 1-1Scara 1:20

    8.75

    57.5

    8.75

    100

    75

    35

    25

    25

    30 250 3020 290 20

    330

    40 250 40etr.?8/15,17buc3

    Plan cofraj si armare grinda scara Ax A 30x30cm, cota +1.65mSCARA 1:50

    +1.65

    +1.35

    10 10

    8

    8

    3?14,L=3.75,jos43.25

    253.253?14,L=4.05,sus5

    15 15

    1

    1

    +1.65

    +1.65

    +3.35

    +1.65

    25

    340

    8.7582.58.75

    ????

    4

    ????

    5

    Sectiune 1-1Scara 1:20

    75

    7524

    3 etr.?8/10/20,L=1.70m, PC52

    10

    24

    10+1.65

    +1.35

    25

    2525

    37.5

    37.5

    -1.6

    5 hpl=15cm

    -0.0

    5

    +3.

    35

    15

    17

    3017

    30

    15

    15

    17

    30

    17

    30

    1515

    30 40 250 40

    30 290 30

    135 20 135

    30

    jos

    jos

    sus

    sus

    sus

    jos

    161

    690

    690

    250

    302

    39320

    20

    2020

    160

    20

    20

    160

    ?

    10/10,

    L=12.81

    m, PC52

    13

    ?

    10/10,

    L=12.83

    m, PC5

    2

    14?10/10, L=3.60m, PC5210

    jos

    jos

    jos

    jos

    sus

    sus

    jos

    sus

    ?10/10, L=12.11m, PC52

    11

    ?10/10, L=12.11m, PC52

    12

    23420

    690

    20

    325

    690

    247

    156

    2020

    20 160

    160

    20

    ?10/10, L=3.60m, PC5210sus

    sus

    jos160

    20

    20

    160

    ?10/10, L=3.60m, PC5210jos

    PLAN COFRAJ SCARA INTERIOARASCARA 1:50

    A

    B

    830 40 250 40

    30 290 30

    135 20 135

    PLAN ARMARE SCARA INTERIOARASCARA 1:50

    8 8 40

    etr.?8/15,L=1.45m, PC52

    640

    2020

    etr.?

    8/15

    ,11b

    uc2

    34510 10

    ?10/15, L=3.65m, PC529

    9

    13010 10

    ?10/15, L=1.50m, PC528

    8

    16010 10

    ??12, L=1.80m, PC527

    7

    7

    88

    9

    8

    8

    8

    8

    9

    9

    286

    60 218

    629

    690

    60 294

    346639

    648

    9

    9

    8

    8

    8

    8

    10

    10

    1011

    12

    13

    14

    PLAN ARMARE RAMPA 2 SCARAINTRE COTELE +1.65...+3.35

    SCARA 1:25

    PLAN ARMARE RAMPA 1 SCARAINTRE COTELE -0.05...+1.65

    SCARA 1:25

    RA

    MP

    A 2

    RA

    MP

    A 1

    COFRAJ SI ARMARE SCARAINTERIOARA

    P1

    ScaraSef proiect

    Plan nr.

    Proiectat

    Faza:

    S.C. ALFA PROIECT & CONSULTING S.R.L.

    Verificat Referat de verificare nr. ......... / 2014

    Verificat

    Tel:031/4172415 Mobil:0727/753763Sos. Colentina,Nr.26,Bl.64,Sc.B2,Et.6

    C.U.I.18135280;R.C.J40/19291/2005

    40 /1/ 2012Proiect nr.

    Ing. Bogdan Guleac Cerinta: A1,A2

    Adresa : strada Tabla Butii, nr.391,sat Gheaba, comuna Maneciu, Judet PRAHOVA

    Consolidare, extinderere si supraetajare Scoala Mica

    Ing.Susman Sebastian

    Ing. Macinic Florin

    1:50

    Expert Raport de expertiza nr. ......... / 2012Ing. Bogdan Guleac

    Proiectat

    Ing. Macinic Florin

    Ing. Mihnea Costache

    Beton : C20/25 (BC 25)Otel : PC 52;OB 37;

    Revizia nr.2Data: 05.2014

    Beneficiar : Consiliul Local Maneciu prin administrator Liceul TehnologicManeciu