TE_2_-_Fuel_Station_Structural6.pdf

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Attached to
Fuel Station Repair/Rebuild-Guatemala
Solicitation number
W912CL-16-R-0015
Issued by

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TE 2 Fuel Station Structural 6

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CONVENCIONES FLEJES

CONVENCIONES:

RECUBRIMIENTOS:

NORMA NSR-10

REFUERZO DE ACERO

CONCRETO

PLANTA DE CIMENTACION

.20

1.00

DETALLE L

6,00

5,0

2,7

3,70

PLANTA DE VIGAS

2,7

3,70

1.8

1,00 1,0

1,0 0 1,00

.10

4,00

3,0

,50 ,50

,50

,50

CORTE B-B

DESPIECE DE COLUMNAS

3,70 2,70

,50,50

.30

1,8 ver detalle L

.12

,10

1,001,00

1.001.00

1,9

M.P. 25202-55173 CND

PLANTA DE CIMENTACION

E

6/6

ING. FERMIN ALDANA AVILA

DIA

MES

AÑO

DIA

MES

AÑO

PIT DE TANQUEO

3.70

4,00

5,00

4,0

4,00

3,0

ESCALA 1:75 ESCALA 1:75

ESCALA 1:75

PLANTA DE CUBIERTA

DETALLES

ESCALA 1:75

4,00 3,00

PROJECT

LOCATION

OWNER

DESIGN

CONTENT

SCALE

DATE

NOTES

SHEET

AS SHOWN

STRUCTURAL DESIGNS

PARAGUAY PKO

TRAINING SCHOOL FUEL

STATION

ASUNCION, PARAGUAY

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Gancho/Traslapo (cm)

AutoCAD SHX Text No. HIERRO

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 35/105

AutoCAD SHX Text 25/75

AutoCAD SHX Text 30/90

AutoCAD SHX Text 20/60

AutoCAD SHX Text 40/120

AutoCAD SHX Text 15/45

AutoCAD SHX Text

AutoCAD SHX Text 16#3-126(19x34)

AutoCAD SHX Text

GANCHO

AutoCAD SHX Text

LONGITUD TOTAL

AutoCAD SHX Text

DIAM FLEJE EN OCTAVOS

AutoCAD SHX Text

CANTIDAD FLEJES

AutoCAD SHX Text Grado de desempeño Elementos no Estructurales: BUENO

AutoCAD SHX Text

ZONA DE RESPUESTA SISMICA :

AutoCAD SHX Text

INTERMEDIA - DES GRUPO DE USO: II

AutoCAD SHX Text

ALTA

AutoCAD SHX Text Vigas Cim: 5 cms. Zapatas:5 cms.

AutoCAD SHX Text Columnas: 4 cms. Escal:. 3cms.

AutoCAD SHX Text Fy = %%C>1/2" = 4200 Kg/cm

AutoCAD SHX Text Fy = %%C<3/8" = 4200 Kg/cm

AutoCAD SHX Text 8 c./5 = 8 FLEJES CADA 5cm.

AutoCAD SHX Text F'c = 211 Kg/cm (21.1 Mpa)

AutoCAD SHX Text

1#4 = 1 VARILLA DE %%C1/2"

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Vigas aereas: 4 cms.

AutoCAD SHX Text

ADOPTADA MEDIANTE DECRETO 926 DE 2010, MODIFICADA POR DECRETO

AutoCAD SHX Text

NACIONAL 2525 DE 2010 Y 092 DE 2011

AutoCAD SHX Text

MUERTA CUBIERTA =

AutoCAD SHX Text kgf/m

AutoCAD SHX Text

AutoCAD SHX Text

VIVA CUBIERTA =

AutoCAD SHX Text kgf/m

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text Columnas B-2, A-2, B-1, A-1

AutoCAD SHX Text Son 4

AutoCAD SHX Text

ESC 1:75

AutoCAD SHX Text

CIM

AutoCAD SHX Text

CUB

AutoCAD SHX Text f'c=210

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 2#5L=2.10/2.60

AutoCAD SHX Text 30x30

AutoCAD SHX Text 20#3-108(22x22)

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text 8#3C/7

AutoCAD SHX Text 8#3C/7

AutoCAD SHX Text 4#3C/12

AutoCAD SHX Text

AutoCAD SHX Text VC-30x30

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

VC-30*30

AutoCAD SHX Text

VC-30*40

AutoCAD SHX Text

BORDE PLACA CUBIERTA

AutoCAD SHX Text

VC-30*30

AutoCAD SHX Text

VC-30*30

AutoCAD SHX Text

RELLENO EN MATERIAL SELECCIONADO

AutoCAD SHX Text

COMPACTADO AL 95%%% DEL E.P.M.

AutoCAD SHX Text

RECEBO B-200

AutoCAD SHX Text

COMPACTADO AL 95%%% DEL E.P.M.

AutoCAD SHX Text

TERRENO NATURAL

AutoCAD SHX Text B

AutoCAD SHX Text B

AutoCAD SHX Text

VIGA CIM

AutoCAD SHX Text EJE 1 y 2

AutoCAD SHX Text (30x30)

AutoCAD SHX Text

SON :2

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text

AutoCAD SHX Text c/

AutoCAD SHX Text 8.0

AutoCAD SHX Text

AutoCAD SHX Text c/

AutoCAD SHX Text 8.0

AutoCAD SHX Text E#3

AutoCAD SHX Text

AutoCAD SHX Text c/

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text L=

AutoCAD SHX Text 3.90

AutoCAD SHX Text 4.30

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E#3

AutoCAD SHX Text

VIGA CIM

AutoCAD SHX Text (30x30)

AutoCAD SHX Text

SON :2

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text c/

AutoCAD SHX Text 8.0

AutoCAD SHX Text

AutoCAD SHX Text c/

AutoCAD SHX Text 8.0

AutoCAD SHX Text E#3

AutoCAD SHX Text

AutoCAD SHX Text c/

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text L=

AutoCAD SHX Text 2.9

AutoCAD SHX Text 3.30

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text E#3

AutoCAD SHX Text EJE A y B

AutoCAD SHX Text MALLA %%C6.5(150*150mm)

AutoCAD SHX Text A

AutoCAD SHX Text B

AutoCAD SHX Text VC-30x30

AutoCAD SHX Text MALLA %%C 6.5(150*150mm)

AutoCAD SHX Text PLACA DE CUBIERTA ESP=10 cms

AutoCAD SHX Text MALLA 131 %%C 5.0(150*150mm)

AutoCAD SHX Text PLACA DE PISO ESP=12 cms

AutoCAD SHX Text MALLA %%C 6.5(150*150mm)

AutoCAD SHX Text REFUERZO (1.00X1.00m) EN LAS 4 COLUMNAS

AutoCAD SHX Text COL30x30

AutoCAD SHX Text 2#5L=2.10/2.60

AutoCAD SHX Text L=

AutoCAD SHX Text 3.90

AutoCAD SHX Text 4.30

AutoCAD SHX Text (.3x.3)

AutoCAD SHX Text .22

AutoCAD SHX Text .22

AutoCAD SHX Text .22

AutoCAD SHX Text .22

AutoCAD SHX Text .10

AutoCAD SHX Text E#3 L=1.08mts

AutoCAD SHX Text L=

AutoCAD SHX Text 2.9

AutoCAD SHX Text 3.30

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Technical Exhibit 2 - Fuel Station Structural-Model

File details come from the government source that posted it. Updated .