A
B
C
D
F
E
G
H
SIMBOLOGIA ESTRUCTURAL (STRUCTURAL SYMBOLOGY)
I
1600 30
190
165
420
160
275
85
115
COLUMNA DE CONCRETO REFORZADA (REINFORCED CONCRETE COLUMN) CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB TO BE CONSERVED)
190
MURO DE CONCRETO EXISTENTE (EXISTING CONCRETE WALL)
PARED DE BLOQUES DE CONCRETO A CONSTRUIR (CMU WALL TO BE BUILT) PLACA CORRIDA A CONSTRUIR (CONTINUOS FOOTING TO BE BUILT) MALLA CICLON A CONSTRUIR (CYCLONE MESH TO BE BUILT)
1 PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm (15X20X40 cm CMU WALL)
N. 0.0
PC1
C1
RAMPAS EXISTENTES (EXISTING RAMPS)
C1
1
2
COLUMNA DE CONCRETO REFORZADA (REINFORCED CONCRETE COLUMN)
C 297.5
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
MALLA CICLON A CONSTRUIR (CYCLONE MESH TO BE BUILT)
60
MALLA CICLON A CONSTRUIR (CYCLONE MESH TO BE BUILT)
CONTRAPISO EXISTENTE A CONSERVAR EXISTING GROUND SLAB T O BE C O N S E R V E D 60
297.5
1
2
S6.1
PC2 60
D
S6.2
A
C1
S6.2
PC1
PC1
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm
365
C1
C1
PC2
365
N. 0.0
N. 0.0
C1
60
#3 @ 40 cm
(15X20X40 cm CMU WALL)
6#4 AROS #3 @ 20 cm (6#4 #3 STIRRUPS @ 20 cm)
60
C1
60
3
C1
C1
C2
3
4
N. 0.0 25
PLACA CORRIDA DE FUNDACION (CONTINUOUS FOOTING)
CONTRAPISO EXISTENTE A CONSERVAR EXISTING GROUND SLAB T O BE C O N S E R V E D
1475
2
PLACA DE FUNDACION TIPO (FOOTING TYPE) ESCALA 1:20 (SCALE)
60
78
N. +15
MALLA #3 @ 20 cm (MESH #3 @ 20 cm)
165
60
PC1
C4
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm SOLO LAS CELDAS CON REFUERZO VERTICAL RELLENAS DE CONCRETO (15X20X40 cm CMU WALL, ONLY VERTICAL REINFORCED CELLS ARE FILLED)
#3 @ 40 cm
9
(15X20X40 cm CMU WALL)
63
#4 @ 60 cm
195 295
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm PLACA CORRIDA DE FUNDACION (CONTINUOUS FOOTING)
ACOTADO cm (DIMENSIONS IN cm)
7
C1
8
CONTRAPISO EXISTENTE (EXISTING GROUND SLAB)
N. 0.0
10
N. +15
10 C1
C3 190
B
N. 0.0
S6.2 N. +15
11 N. 0.0
1
E-00319 FECHA
REVISO
--/--/--
OGB
25
CONTRAPISO EXISTENTE A CONSERVAR EXISTING GROUND SLAB T O BE C O N S E R V E D
11
6#4 AROS #3 @ 20 cm (6#4 #3 STIRRUPS @ 20 cm)
5
190
MODIFICACION
85
N. 0.0
45°
C1
60
C2
PC1
150
252.5
N. -15
C1
60
6
N. 0.0
PC1
1772.5
252.5
410
17
C1
N. 0.0
5
CONTRAPISO EXISTENTE (EXISTING GROUND SLAB)
42
120
C
S6.2
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm SOLO LAS CELDAS CON REFUERZO VERTICAL RELLENAS DE CONCRETO (15X20X40 cm CMU WALL, ONLY VERTICAL REINFORCED CELLS ARE FILLED)
#4 @ 60 cm
60
SELLO DE CONCRETO POBRE (LOW STRENGTH CONCRETE SEAL)
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
estru consult
CONSULTORESENINGENIERÍA
PROYECTO : 190
165
420
160
275
85
115
190
3
1600
A
B
C
D
F
E
G
H
I
PLACA DE FUNDACION TIPO (FOOTING TYPE) ESCALA 1:20 (SCALE)
MAG MONITORING CENTER RETROFIT
PC2
ACOTADO cm (DIMENSIONS IN cm)
CONTENIDO -PLANTA ESTRUCTURAL DE FUNDACIONES -DETALLES DE FUNDACIONES -(FOUNDATION STRUCTURAL PLAN) -(FOUNDATION DETAILS) INFORMACION REGISTRO PUBLICO
1
PLANTA ESTRUCTURAL DE FUNDACIONES (FOUNDATION STRUCTURAL PLAN) ESCALA 1:50 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
PROPIETARIO: N° CATASTRO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568 4-7745-75
FOLIO REAL:
4-23854-000
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-1.1
SIMBOLOGIA ESTRUCTURAL (STRUCTURAL SYMBOLOGY)
A
B
C
D
E
F
G
H
I
COLUMNA DE CONCRETO REFORZADA (REINFORCED CONCRETE COLUMN) CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB TO BE CONSERVED)
1600 30
190
165
420
160
275
85
190
115
PARED DE BLOQUES DE CONCRETO A CONSTRUIR (CMU WALL TO BE BUILT)
JP
MALLA CICLON A CONSTRUIR (CYCLONE MESH TO BE BUILT)
1 C
CONTRAPISO EXISTENTE A CONSERVAR EXISTING GROUND SLAB T O BE C O N S E R V E D
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
RAMPAS EXISTENTES (EXISTING RAMPS)
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm
D
(15X20X40 cm CMU WALL)
S6.2
N. 0.0
COLUMNA DE CONCRETO REFORZADA (REINFORCED CONCRETE COLUMN)
297.5
297.5
1
TIPO DE JUNTAS DE PISO (FLOOR JOINT TYPE)
JP2
C1
C1
JP1
1
JP2
2
2
S6.1
JP2
A
JP1
JP1
(15X20X40 cm CMU WALL)
C1
C1
JP1
S6.2
C1
3
C
S6.2
120
4
LOSA DE CONCRETO REFORZADA (REINFORCED CONCRETE SLAB)
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
CONTRAPISO EXISTENTE A CONSERVAR EXISTING GROUND SLAB T O BE C O N S E R V E D
1475 252.5
N. -15
150
6
N. 0.0
JP1
LOSA DE CONCRETO REFORZADA (REINFORCED CONCRETE SLAB)
ELEMENTO DE CONCRETO (CONCRETE ELEMENT)
7
C1
C1
JUNTA TIPO JP1(FALSA) JUNTA DE CONTRACCION (JP1 TYPE JOINT GROUND SLAB ENDING CONTRACTION JOINT)
1772.5
252.5
410
C1
N. 0.0
8
N. +15 195
T
5
JUNTA SELLADA (SEALED JOINT)
T
C1
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm
CORTE CON DISCO MAXIMO 4 h DESPUES DE COLADO (DISK CUT 4h MAX AFTER CASTING)
T/3
C2
C1
365
C1 JP1
3
N. 0.0
C1
JP2
365
N. 0.0
JP2
JP1
2T
JP1
9 T
295
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm (15X20X40 cm CMU WALL)
10 C1
C1
190
165
C3 N. 0.0
JP1
15
10
B
190
C2
C4
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
JP1
N. 0.0 N. +15
S6.2
CONTRAPISO EXISTENTE A CONSERVAR EXISTING GROUND SLAB T O BE C O N S E R V E D
11 N. 0.0
11
JUNTA TIPO JP2 (REMATE DE CONTRAPISO) JUNTA DE CONSTRUCCION (JP2 TYPE JOINT GROUND SLAB ENDING CONSTRUCTION JOINT)
DETALLES DE JUNTAS DE PISO 2 (FLOOR JOINT DETAILS) ESCALA 1:5 (SCALE)
190
165
420
160
275
85
115
B
C
D
1
F
E
PLANTA ESTRUCTURAL DE JUNTAS DE PISO (FLOOR JOINT STRUCTURAL PLAN) ESCALA 1:50 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
G
MODIFICACION 1
H
I
E-00319 FECHA
REVISO
--/--/--
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
OGB
estru consult
CONSULTORESENINGENIERÍA
PROYECTO :
MAG MONITORING CENTER RETROFIT
ACOTADO cm (DIMENSIONS IN cm)
190
1600
A
15
CONTENIDO -PLANTA ESTRUCTURAL DE JUNTAS DE PISO -DETALLES DE JUNTAS DE PISO -(FLOOR JOINT STRUCTURAL PLAN) -(FLOOR JOINT DETAILS) INFORMACION REGISTRO PUBLICO PROPIETARIO: N° CATASTRO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568 4-7745-75
FOLIO REAL:
4-23854-000
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-1.2
A
B
C
D
F
E
G
H
REFUERZO HORIZONTAL #3 @ 40 cm (#3 @ 40 cm HORIZONTAL REINFORCEMENT)
CONCRETO RELLENO DE LAS CELDAS f'c = 175kg/cm (CELLS FILLED WITH CONCRETE f'c = 175kg/cm)
I
1600 190
165
420
160
275
85
190
115
15
30
MURO DE CONCRETO EXISTENTE (EXISTING CONCRETE WALL)
2
S6.1
1 MALLA CICLON A CONSTRUIR (CYCLONE MESH TO BE BUILT)
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm
MALLA CICLON A CONSTRUIR (CYCLONE MESH TO BE BUILT)
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
(15X20X40 cm CMU WALL)
N. 0.0
D
C1
S6.2
2
297.5
297.5
1
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm (15X20X40 cm CMU WALL)
DETALLE DE PARED DE MAMPOSTERIA (CMU WALL DETAIL) ESCALA 1:10 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
PARED A CONSTRUIR (WALL TO BE BUILT)
C1
1
2
15
2
S6.1 30
15 15
N. 0.0
15
S6.2
70
N. 0.0
C2
3
40
(15X20X40 cm CMU WALL) 4#4 AROS #3 @ 15cm
N. -15
C1
C1
C1
3
C
(4#4 #3 STIRRUPS @ 15cm)
6#4, AROS Y GANCHOS #3 @ 15cm
C1
(6#4, STIRRUPS AND HOOKS #3 @ 15cm)
6#4, AROS Y GANCHOS #3 @ 15cm
C2
(6#4, STIRRUPS AND HOOKS #3 @ 15cm)
4#4 AROS #3 @ 15cm
C3
(4#4 #3 STIRRUPS @ 15cm)
C4
S6.2
120
4
C1
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
1475
85
252.5
75
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED )
15
MALLA #3 @ 20 cm MESH #3 @ 20 cm
BUQUE DE VENTANA (WINDOW OPENING)
1
1
C1
8
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm 295
25
6
7 N. +15
COLUMNA (COLUMN) C1
195
C1
ACOTADO cm (DIMENSIONS IN cm)
ESCALA 1:15 (SCALE)
200
150
N. 0.0
COLUMNA DE CONCRETO (CONCRETE COLUMNS)
1772.5
252.5
410
3
N. 0.0
5
15
A
C1
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm
25
C1
(15X20X40 CMU WALL)
C1
DPAR1
55
C1 365
365
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm
REFUERZO VERTICAL #4 @ 60 cm (#4 @ 60 cm VERTICAL REINFORCEMENT)
9
(15X20X40 cm CMU WALL)
C4
B
N. -15
165
4
ESCALA 1:15 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
RELLENO DE VENTANA (WINDOW FILLING)
S6.2
10
DETALLE (DETAIL) DPAR1
10 C1
C1
C3 85
190
190
N. 0.0
11
25
PARED EXISTENTE A CONSERVAR
N. +15
11
75
1
15
(EXISTING WALL TO BE CONSERVED )
25
SIMBOLOGIA ESTRUCTURAL (STRUCTURAL SYMBOLOGY)
190
165
420
160
275
85
115
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED) PARED DE BLOQUES DE CONCRETO A CONSTRUIR (CMU WALL TO BE BUILT)
190
1600
B
C
D
1
E
F
PLANTA DE TIPOLOGIA DE PAREDES (WALL TYPOLOGY PLAN) ESCALA 1:50 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
G
H
COLUMNA (COLUMN) C1
C
COLUMNA DE CONCRETO REFORZADA (REINFORCED CONCRETE COLUMN)
OGB
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
estru consult
CONSULTORESENINGENIERÍA
MAG MONITORING CENTER RETROFIT CONTENIDO -PLANTA DE TIPOLOGIA DE PAREDES -DETALLES DE TIPOLOGIA DE PAREDES -(WALL TYPOLOGY PLAN) -(WALL TYPOLOGY DETAILS)
MURO DE CONCRETO EXISTENTE A CONSERVAR (EXISTING CONCRETE WALL TO BE CONSERVED) COLUMNA DE CONCRETO REFORZADA (REINFORCED CONCRETE COLUMN)
--/--/--
PROYECTO :
MALLA CICLON A CONSTRUIR (CYCLONE MESH TO BE BUILT)
I
REVISO
MALLA #3 @ 20 cm MESH #3 @ 20 cm
N. 0.0
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
A
MODIFICACION
200 N. 0.0
55
C2
E-00319 FECHA
SECCION 1-1 5 (SECTION 1-1) ESCALA 1:15 ACOTADO cm (SCALE) (DIMENSIONS IN cm)
INFORMACION REGISTRO PUBLICO PROPIETARIO: N° CATASTRO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568 4-7745-75
FOLIO REAL:
4-23854-000
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-2.1
A
B
C
D
E
F
G
H
I
1600 190
165
420
160
275
85
115
190
MURO DE CONCRETO EXISTENTE (EXISTING CONCRETE WALL)
SIMBOLOGIA ESTRUCTURAL (STRUCTURAL SYMBOLOGY)
1
1 100 PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm (15X20X40 CMU WALL)
D
C1
S6.2
VIGA CORONA EXISTENTE A CONSERVAR (EXISTING CROWN BEAM TO BE CONSERVED)
297.5
MURO DE CONCRETO EXISTENTE A CONSERVAR (EXISTING CONCRETE WALL TO BE CONSERVED) COLUMNA DE CONCRETO REFORZADA (REINFORCED CONCRETE COLUMN)
C1
1
A
C1
C2
S6.2
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm (15X20X40 CMU WALL)
C1
C1
C1
3
VC3
C
15
N. +255.4
S6.2
N. +255.4
N. +255.4
6#4 AROS #3 @ 20 cm
1772.5
252.5
VIGA CORONA EXISTENTE A CONSERVAR (EXISTING CROWN BEAM TO BE CONSERVED)
410
30.4
C1 (6#4 #3 STIRRUPS @ 20 cm)
4#4 AROS #3 @ 15 cm
VC1
(4#4 #3 STIRRUPS @ 15 cm)
VARILLAS ANCLADAS CON EPOXICO ANCHOR ROODS USING EPOXY 2#4 GANCHOS #3 @ 15 cm
(2#4 HOOKS #3 @ 15 cm)
VC3
VC2
1475
N. 0.0
6
2
150
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm (15X20X40 CMU WALL)
252.5
5
15
15
40.4
4
VIGA CORONA EXISTENTE (EXISTING CROWN BEAM)
40.4
70
VC1
C1
3 120
C1
365
365
C1 PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
COLUMNA DE CONCRETO REFORZADA (REINFORCED CONCRETE COLUMN)
C
30
VC2
2
S6.1
VC2
2
30.4
297.5
15
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED) PARED DE BLOQUES DE CONCRETO A CONSTRUIR (CMU WALL TO BE BUILT)
10
30
7
VIGAS CORONA (CROWN BEAMS) ESCALA 1:20 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
VIGAS DE CONCRETO (CONCRETE BEAMS)
C1 PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
295
C1 VIGA CORONA EXISTENTE A CONSERVAR (EXISTING CROWN BEAM TO BE CONSERVED)
195
8
9 165
C4 C1
10
10 C2
C1
VC1
C3 MODIFICACION
190
190
B
S6.2
1
11
E-00319 FECHA
REVISO
--/--/--
OGB
11 PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
190
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
VIGA CORONA EXISTENTE A CONSERVAR (EXISTING CROWN BEAM TO BE CONSERVED)
165
420
160
275
85
115
B
C
D
1
F
E
PLANTA ESTRUCTURAL DE VIGAS CORONA (CROWN BEAMS STRUCTURAL PLAN) ESCALA 1:50 (SCALE)
NIVEL +255.4 (LEVEL +255.4)
ACOTADO cm (DIMENSIONS IN cm)
G
CONSULTORESENINGENIERÍA
MAG MONITORING CENTER RETROFIT
190
H
consult
PROYECTO :
1600
A
estru
I
CONTENIDO -PLANTA ESTRUCTURAL DE VIGAS CORONA -DETALLES DE VIGAS CORONA -(CROWN BEAMS STRUCTURAL PLAN) -(CROWN BEAMS DETAILS) INFORMACION REGISTRO PUBLICO PROPIETARIO: N° CATASTRO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568 4-7745-75
FOLIO REAL:
4-23854-000
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-4.1
SIMBOLOGIA ESTRUCTURAL (STRUCTURAL SYMBOLOGY)
C
F
I
CERCHA DE ACERO (STEEL TRUSS) VIGA DE ACERO (STEEL BEAM)
1835 355 318.33
318.33
290
102.5
85
LARGUEROS CANAL SENCILLO DE ACERO DE 5X10X0.24 cm @ 112 cm C.A.C. (SINGLE STEEL CHANNEL PURLIN PROFILE 5X10X0.24 cm @ 112 cm C.A.C.)
165
VTM2 5
DT
DETALLE DE TECHO (ROOF DETAIL)
234.79
185.86
103.95
CM1
3
CM1 149.79
CM1
VTM1
CM1
100
102.5
BAJANTE PLUVIAL DE 10cmØ (10 cmØ DOWNSPOUT)
CM1
15%
VTM1
CM1 CM1
VTM1
CM1
M1
VT
VT
M1
227.71
251.67
251.67
CA3
DT01
49.79
LARGUEROS CANAL SENCILLO DE ACERO DE 5X10X0.24 cm @ 112 cm C.A.C. (SINGLE STEEL CHANNEL PURLIN PROFILE 5X10X0.24 cm @ 112 cm C.A.C.)
BAJANTE PLUVIAL DE 10cmØ (10 cmØ DOWNSPOUT)
DT01
CA2
234.79
(GUTTER SPACE)
261.05
CA ESPACIO PARA CANOA
COLUMNA DE ACERO (STEEL BEAM)
149.79
102.5
CA1
CA1
CA1
472.5
CA1
15%
VTM2
(GUTTER SPACE)
58.71 306.29
CM
F
102.5
ESPACIO PARA CANOA
VTM2
132.5
4 CA
365
VIGA DE ACERO (STEEL BEAM)
1160
VTM2
3
VA
C
(GUTTER SPACE)
2
CERCHA DE ACERO (STEEL TRUSS)
218.33 205
1
CA
15%
960
DT01
(GUTTER SPACE)
300
100
VTM1
55
855
VTM1
132.5
VTM1
A
9
VTM1
149.79
VTM1
102.5
CM1
ESCALA 1:50 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
SEGUNDO NIVEL (SECOND LEVEL)
VTM2
BAJANTE PLUVIAL DE 10cmØ (10 cmØ DOWNSPOUT)
LARGUEROS CANAL SENCILLO DE ACERO DE 5X10X0.24 cm @ 112 cm C.A.C.
TORNILLO AUTORROSCANTE DE CABEZA HEXAGONAL CON EMPAQUE DE NEOPRENO (TAPPING SCREW HEX HEAD WITH NEOPRENE PACKAGING) ATIEZADOR DE ANGULAR DE 5X5X032 cm (5X5X032 cm ANGULAR)
(SINGLE STEEL CHANNEL PURLING PROFILE 5X10X0.24 cm @ 112 cm C.A.C.)
CUBIERTA (ROOF)
7.2
MODIFICACION 1
E-00319 FECHA
REVISO
--/--/--
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
OGB
estru consult
CONSULTORESENINGENIERÍA
318.33
1
318.33
218.33
PLANTA ESTRUCTURAL DE TECHOS (ROOF STRUCTURAL PLAN) ESCALA 1:50 (SCALE)
PRIMER NIVEL (FIRST LEVEL)
ACOTADO cm (DIMENSIONS IN cm)
0.32
10
0.32 TUBING DE (10X10x0.32 cm 10X10X0.32 cm STRUCTURAL PIPE)
VTM1 100
240.24
TUBING DE (7.2X7.2x0.32 cm 7.2X7.2X0.32 cm STRUCTURAL PIPE)
VTM2
MAG MONITORING CENTER RETROFIT
TUBING DE (10X10x0.32 cm 10X10X0.32 cm STRUCTURAL PIPE)
E6013
ELEMENTO DE ACERO (STEEL ELEMENT)
0.33
49.76
3
VIGAS DE TECHO (ROOF BEAM) ESCALA 1:10 (SCALE)
VIGA DE ACERO (STEEL BEAM)
ACOTADO cm (DIMENSIONS IN cm)
4
COLUMNA (COLUMN) CM1 ESCALA 1:10 (SCALE)
PROYECTO :
10
7.2
0.32
10
LARGUEROS CANAL SENCILLO DE ACERO DE 5X10X0.24 cm @ 112 cm C.A.C. (SINGLE STEEL CHANNEL PURLIN PROFILE 5X10X0.24 cm @ 112 cm C.A.C.)
15
(GUTTER SPACE)
ESPACIO PARA CANOA
300
CM1
PLANTA ESTRUCTURAL DE TECHOS (ROOF STRUCTURAL PLAN)
10
55
CM1
CM1
LARGUEROS CANAL SENCILLO DE ACERO DE 5X10X0.24 cm @ 112 cm C.A.C. (SINGLE STEEL CHANNEL PURLIN PROFILE 5X10X0.24 cm @ 112 cm C.A.C.)
55
CA2
CA2
CM1
VTM2
132.5
VTM2
11
VTM1
ESPACIO PARA CANOA
2
55
CA2
CA2
6 CA
DT01
VTM1
15%
BAJANTE PLUVIAL DE 10cmØ (10 cmØ DOWNSPOUT)
7 CA
VTM2
15.3%
CM1
CM1
CA3
DT01
M1
VT
CM1
9
300
(GUTTER SPACE)
355
300
CA2
251.67
ESPACIO PARA CANOA
CA3
251.67
CA2
DT01
15% 1
15.3%
CM1
VTM1
VTM1
251.67
DT01
VTM1
M VT
251.67
755
19.3%
VTM1
VTM1
CA3 227.71
1905
CA2
ESPACIO PARA CANOA
CM1
ACOTADO cm (DIMENSIONS IN cm)
COLUMNA DE ACERO (STEEL COLUMN)
5
CONTENIDO -PLANTAS ESTRUCTURAL DE TECHOS -DETALLES ESTRUCTURALES DE TECHOS -(ROOF STRUCTURAL PLANS) -(ROOF STRUCTURAL DETAILS)
DETALLE (DETAIL) DT01
INFORMACION REGISTRO PUBLICO
ESCALA 1:10 (SCALE)
N° CATASTRO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568 4-7745-75
FOLIO REAL:
4-23854-000
ACOTADO cm (DIMENSIONS IN cm)
FIJACION DE LARGUEROS EN VIGA DE ACERO (PURLING PROFILE FIXING IN STEEL BEAM)
PROPIETARIO:
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-5.1
3
A 11
2
C 9
119.17
115
115
115.83
115.83
94.17
94.17
CUERDA SUPERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE TOP CHORD)
7.2
N. +255.4
VERTICALES TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE VERTICALS)
2
ESCALA 1:30 ACOTADO cm (SCALE) (DIMENSIONS IN cm)
CERCHA DE ACERO (STEEL TRUSS)
PARED EXISTENTE A CONSERVAR
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
VERTICALES TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE VERTICALS)
CERCHA CA1 (TRUSS)
CUERDA INFERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE BOTTOM CHORD)
VERTICALES TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE VERTICALS)
(EXISTING WALL TO BE CONSERVED)
CERCHA CA2 (TRUSS)
3
ESCALA 1:30 ACOTADO cm (SCALE) (DIMENSIONS IN cm)
CERCHA DE ACERO (STEEL TRUSS)
CERCHA CA3 (TRUSS) ESCALA 1:30 ACOTADO cm (SCALE) (DIMENSIONS IN cm)
CERCHA DE ACERO (STEEL TRUSS)
661.18
594.99 166.19
166.19
149.78
DIAGONALES TUBING DE 5X5X0.32 cm (5X5X0.32 cm STRUCTURAL PIPE DIAGONALS)
153.38
DIAGONALES TUBING DE 5X5X0.32 cm (5X5X0.32 cm STRUCTURAL PIPE DIAGONALS)
83.33
138.45
CUERDA SUPERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE TOP CHORD)
5
5
7.2
83.33
CUERDA SUPERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE TOP CHORD)
153.38
7.2
166.19
DIAGONAL TUBING DE 5X5X0.32 cm (5X5X0.32 cm STRUCTURAL PIPE DIAGONALS)
85
N. +255.4
CUERDA INFERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE BOTTOM CHORD)
162.63
94.17
7.2
7.2
CUERDA INFERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE BOTTOM CHORD)
22.5
7.5
CUERDA SUPERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE TOP CHORD)
7.2
1
115.83
83.33
7.2
CUERDA SUPERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE TOP CHORD)
83.33
N. +255.4
N. +255.4
CUERDA INFERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE BOTTOM CHORD)
VERTICALES TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE VERTICALS)
4
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
PARED EXISTENTE A CONSERVAR
5
ESCALA 1:30 ACOTADO cm (SCALE) (DIMENSIONS IN cm)
163.83
163.83
151.37
163.83 DIAGONALES TUBING DE 5X5X0.32 cm (5X5X0.32 cm STRUCTURAL PIPE DIAGONAL)
151.37
151.37
CUERDA SUPERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE TOP CHORD)
1
7.2
DIAGONAL TUBING DE 5X5X0.32 cm (5X5X0.32 cm STRUCTURAL PIPE DIAGONAL)
5
83.33
140.14
MODIFICACION
DIAGONALES TUBING DE 5X5X0.32 cm (5X5X0.32 cm STRUCTURAL PIPE DIAGONALS)
7.2
CUERDA SUPERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE TOP CHORD)
ESCALA 1:30 ACOTADO cm (SCALE) (DIMENSIONS IN cm)
594.24
654.07
DIAGONAL TUBING DE 5X5X0.32 cm (5X5X0.32 cm STRUCTURAL PIPE DIAGONAL)
CERCHA CA5 (TRUSS) CERCHA DE ACERO (STEEL TRUSS)
CERCHA DE ACERO (STEEL TRUSS)
162.58
CUERDA INFERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE BOTTOM CHORD)
DIAGONAL TUBING DE 5X5X0.32 cm (5X5X0.32 cm STRUCTURAL PIPE DIAGONAL)
VERTICALES TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE VERTICALS)
(EXISTING WALL TO BE CONSERVED)
CERCHA CA4 (TRUSS)
83.33
(EXISTING WALL TO BE CONSERVED)
390
83.33
119.17
N. +255.4 PARED EXISTENTE A CONSERVAR
I
470
480 119.17
G
7.2
N. +255.4
N. +255.4
CUERDA INFERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE BOTTOM CHORD)
VERTICALES TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE VERTICALS)
6
CERCHA CA6 (TRUSS) ESCALA 1:30 ACOTADO cm (SCALE) (DIMENSIONS IN cm)
CERCHA DE ACERO (STEEL TRUSS)
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
E-00319 FECHA
REVISO
--/--/--
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
OGB
estru consult
CONSULTORESENINGENIERÍA
PROYECTO : CUERDA INFERIOR TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE BOTTOM CHORD)
VERTICALES TUBING DE 7.2X7.2X0.32 cm (7.2X7.2X0.32 cm STRUCTURAL PIPE VERTICALS)
7
CERCHA CA7 (TRUSS) ESCALA 1:30 ACOTADO cm (SCALE) (DIMENSIONS IN cm)
CERCHA DE ACERO (STEEL TRUSS)
MAG MONITORING CENTER RETROFIT CONTENIDO -DETALLES DE CERCHAS DE ACERO -(STEEL TRUSS DETAILS)
INFORMACION REGISTRO PUBLICO PROPIETARIO: N° CATASTRO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568 4-7745-75
FOLIO REAL:
4-23854-000
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-5.2
A
B
C
D
190
165
420
10.83 VARIABLE
G
I
1600
115
CERCHA (TRUSS)
F
E
CERCHA (TRUSS)
CA1
160
CERCHA (TRUSS)
275
CERCHA (TRUSS)
CA1
85 15
LARGUEROS DE ACERO (STEEL PURLING)
CA1
305
CERCHA (TRUSS)
CA1
VIGA (BEAM)
CERCHA (TRUSS)
VC1
CA4
30.4
CA4
LARGUEROS DE ACERO (STEEL PURLING)
85
N. +250 N. +250
N. 0.0
CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB TO BE CONSERVED)
CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB TO BE CONSERVED)
N. 0.0
PARED DE BLOQUES A CONSTRUIR (CMU WALL TO BE BUILT)
CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB TO BE CONSERVED)
10
ESCALA 1:50 (SCALE)
PLACA DE FUNDACION TIPO (FOOTING TYPE) PC2
PLACA DE FUNDACION TIPO (FOOTING TYPE) PC2
ACOTADO cm (DIMENSIONS IN cm)
5
8
CUNETA EXISTENTE (EXISTING DITCH)
N. +15
SECCION GENERAL (GENERAL SECTION) 1 S6.1
117.5
4
1
2
1772.5 190
295
252.5
252.5
485 295
LARGUEROS DE ACERO (STEEL PURLING)
CA4
CERCHA (TRUSS)
CERCHA (TRUSS)
CA2
CERCHA (TRUSS)
CA2
95
CERCHA (TRUSS)
CA2
297.5 95
CA2 CERCHA (TRUSS)
CA4
VARIABLE
CERCHA (TRUSS)
N. +245
N. 0.0
1
11
N. +245
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
55
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
170
250
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
255.4
N. +255.4 PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
N. 0.0
N. +255.4 VIGA (BEAM)
VC1 BUQUE DE PUERTA (DOOR OPENING)
PARED DE BLOQUES A CONSTRUIR (CMU WALL TO BE BUILT)
N. +255.4 BUQUE DE PUERTA (DOOR OPENING)
N. +255.4
CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB TO BE CONSERVED)
N. 0.0
PARED EXISTENTE A CONSERVAR (EXISTING WALL TO BE CONSERVED)
CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB TO BE CONSERVED)
MURO DE CONCRETO EXISTENTE (EXISTING CONCRETE WALL)
MODIFICACION
E-00319 FECHA
1
REVISO
--/--/--
OGB
N. 0.0
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
PLACA DE FUNDACION TIPO (FOOTING TYPE) PC1
2
SECCION GENERAL (GENERAL SECTION) 2 S6.1 ESCALA 1:50 (SCALE)
estru consult
CONSULTORESENINGENIERÍA
PROYECTO :
MAG MONITORING CENTER RETROFIT
ACOTADO cm (DIMENSIONS IN cm)
CONTENIDO -SECCIONES GENERALES -(GENERAL SECTIONS)
INFORMACION REGISTRO PUBLICO PROPIETARIO: N° CATASTRO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568 4-7745-75
FOLIO REAL:
4-23854-000
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-6.1
10
VARIABLE
N. +255.4
N. +255.4 4#4 AROS #3 @ 20 cm (4#4 #3 STIRRUPS @ 15 cm)
35.4
4#4 AROS #3 @ 15 cm (4#4 #3 STIRRUPS @ 15 cm)
15
15
VIGA (BEAM)
40.4
N. +255.4
2
102.5
15
15
35.4
A
VC3
VIGA (BEAM)
30.4
I
VC2
#4 @ 60 cm
(EXISTING GROUND SLAB TO BE CONSERVED)
N.0.0
140 255.4
#3 @ 40 cm
85
(EXISTING GROUND SLAB TO BE CONSERVED)
CUNETA EXISTENTE (EXISTING DITCH)
CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB SLAB TO BE CONSERVED)
CUNETA EXISTENTE (EXISTING DITCH)
N. 0.0
CONTRAPISO EXISTENTE A CONSERVAR (EXISTING GROUND SLAB TO BE CONSERVED)
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm SOLO LAS CELDAS CON REFUERZO VERTICAL RELLENAS DE CONCRETO (15X20X40 cm CMU WALL, ONLY VERTICAL REINFORCED CELLS ARE FILLED)
25
#4 @ 60 cm CONTRAPISO EXISTENTE A CONSERVAR
#3 @ 40 cm
N. 0.0
N. 0.0
17
85
17
42
25
N. +15 60
4#4 AROS #3 @ 15 cm (4#4 #3 STIRRUPS @ 15 cm)
BUQUE DE PUERTA (DOOR OPENING)
25
CONTRAPISO EXISTENTE A CONSERVAR
BUQUE DE VENTANA (WINDOW OPENING)
42
CONTRAPISO DE CONCRETO REFORZADO (REINFORCED CONCRETE GROUND SLAB)
255.4
255.4
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm SOLO LAS CELDAS CON REFUERZO VERTICAL RELLENAS DE CONCRETO (15X20X40 cm CMU WALL, ONLY VERTICAL REINFORCED CELLS ARE FILLED)
215
#3 @ 40 cm
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm SOLO LAS CELDAS CON REFUERZO VERTICAL RELLENAS DE CONCRETO (15X20X40 cm CMU WALL, ONLY VERTICAL REINFORCED CELLS ARE FILLED)
220
220
255.4
#4 @ 60 cm
5
25
60
PLACA DE FUNDACION TIPO (FOOTING TYPE) PC1
1
SELLO DE CONCRETO POBRE (LOW STRENGTH CONCRETE SEAL)
2
PLACA DE FUNDACION TIPO PC1 (FOOTING TYPE)
SECCION (SECTION) B S6.2 ESCALA 1:20 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
3
SECCION (SECTION) C S6.2 ESCALA 1:20 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
60
FUNDACION DE PARED EXISTENTE (EXISTING WALL FOUNDATION)
4
PLACA DE FUNDACION TIPO PC1 (FOOTING TYPE)
SECCION (SECTION) D S6.2 ESCALA 1:20 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
SECCION (SECTION) A S6.2 ESCALA 1:20 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
MODIFICACION 1
E-00319 FECHA
REVISO
--/--/--
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
OGB
estru consult
CONSULTORESENINGENIERÍA
PROYECTO :
MAG MONITORING CENTER RETROFIT CONTENIDO -SECCIONES ESTRUCTURALES -(STRUCTURAL SECTIONS)
INFORMACION REGISTRO PUBLICO PROPIETARIO: N° CATASTRO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568 4-7745-75
FOLIO REAL:
4-23854-000
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-6.2
165 165 TUBERIA DE ENTRADA 10 cmØ (INLET PIPE 15 cmØ)
2
S7.1
MB1
C4
TUBERIA DE ENTRADA 10 cmØ (INLET PIPE 15 cmØ)
2
S7.1
MB1
C4
C4
C4
MB1
MB1
N. -212
1
165
165
MB1
LF-1
MB1
DE01
1
N. -212
S7.1
S7.1
LC-1
C4
C4
C4
C4
MB1
MB1 TUBERIA DE SALIDA 15 cmØ (OUTLET PIPE 15 cmØ)
TUBERIA DE SALIDA 15 cmØ (OUTLET PIPE 15 cmØ)
PLANTA ESTRUCTURAL DE FUNDACIONES 1 (FOUNDATION STRUCTURAL PLAN) ESCALA 1:20 (SCALA)
LOSA DE CONCRETO f'c=210 kg/cm² (CONCRETE SLAB f'c=210 kg/cm²)
MALLA #4 @ 20 cm (MESH #4 @ 20 cm)
ACOTADO cm (DIMENSIONS IN cm)
ESCALA 1:20 (SCALA)
ACOTADO cm (DIMENSIONS IN cm)
DABE APLICARSE UN IMPERMIABILIZANE ASFALTICO EN LAS PAREDES EXERIORES DELTANQUE IGUAL O SIMILAR AL 6025 DE INTACO
REFUERZO HORIZONTAL #3 @ 20 cm (#3 @ 20 cm HORIZONTAL REINFORCEMENT)
CONCRETO RELLENO DE LAS CELDAS f'c = 175kg/cm (CELLS FILLED WITH CONCRETE f'c = 175kg/cm)
N.-2.12
PLANTA ESTRUCTURAL DE ENTREPISOS 2 (SUSPENDED FLOOR STRUCTURAL PLAN)
(AN ASPHALT DAMPROOFING COAT MUT BE APPLIED TO THE EXTERIOR WALLS, SIMILAR TO 6025 FROM INTACO)
PLATINA DE 5x5x0.6cm CON PERFORACION DE 1.2mmØ PARA CANDADO
15 MALLA #3 @ 20 cm (MESH #3 @ 20 cm)
(5x5x0.6 cm PLATE WITH 1.2 mmØ PERFORACITION FOR LOCK) 30
COLLAR FIJO DE ANGULAR DE 3.8x3.8x0.6mm (3.8X3.8X06 mm ANGLE FIXED COLLAR)
12
15
20
N. 0.0
LAMINA DE HIERRO NEGRO DE 0.15cm DE ESPESOR PUNTA DIAMANTE (CALIBRE #16) DOBLADA EN LOS BORDES Y SOLDADA PARA EVITAR LA PENETRACION DE AGUA. (0.15cm THICK DIAMOND PLATE STEEL SHEET (#16 GAUGE) FOLDED AT THE BORDERS AND WELDED TO AVOID WATER PENETRATION)
5
1#3 SELLO DE CONCRETO f'c=100 kg/cm² (STRENGTH CONCRETE SEAL f'c=100 kg/cm²)
4
ACOTADO cm (DIMENSIONS IN cm)
REFUERZO VERTICAL #4 @ 20 cm (#4 @ 20 cm VERTICAL REINFORCEMENT)
LOSA DE CONCRETO 5 (CONCRETE SLAB)
DETALLE DE PARED DE MAMPOSTERIA (CMU WALL DETAIL) ESCALA 1:10 (SCALE)
4#4 AROS #3 @20 cm
LOSA DE CONCRETO (CONCRETE SLAB)
LC-1
ESCALA 1:10 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
ESCALA 1:15 (SCALE)
50(X50)
DETALLE DE01 7 (DETAIL)
COLUMNA C4 (COLUMN) 6
ACOTADO cm (DIMENSIONS IN cm)
ESCALA 1:15 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
(4#4 #3 STIRRUPS @20cm)
ACOTADO cm (DIMENSIONS IN cm)
DETALLE DE "MANHOLE" (COMPUERTA) (MANHOLE DETAIL)
PARED A CONSTRUIR (WALL TO BE BUILT)
VIGA DE CONCRETO (CONCRETE BEAM)
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm SOLO LAS CELDAS CON REFUERZO VERTICAL RELLNAS DE CONCRETO (15X20X40 cm CMU WALL, ONLY VERTICAL REIFORCED CELLS ARE FILLED)
LC1
N.+0.0
4#4 AROS #3 @ 20 cm (4#4 #3 STIRRUPS @ 20 cm
180 15
50
NIVEL DE AGUA (WATER LEVEL)
100 LOSA (SLAB)
NIVEL DE AGUA (WATER LEVEL)
15
LC1
4#4 AROS #3 @ 20 cm (4#4 #3 STIRRUPS @ 20 cm
N.+0.0
20
LOSA
15
12
150
15
4#4 AROS #3 @ 20 cm (4#4 #3 STIRRUPS @ 20 cm
20
N.+0.0
4#4 AROS #3 @ 20 cm (4#4 #3 STIRRUPS @ 20 cm
20
12
180
.33.3%
100
PEND
MURO
MURO (WALL)
LOSA LF-1 (SLAB)
LOSA (SLAB)
MB1
--/--/--
OGB
estru consult
CONSULTORES EN IGEN E IR A Í
PROYECTO :
MAG MONITORING CENTER RETROFIT CONTENIDO -DETALLE DE TANQUE PLUVIAL -(RAINWATER TANK DETAIL)
20
5
Tel (506) 2290 4070 Fax (506) 2290 7122 Oficentro Alquimia, 100 m Sur de la Liga de la Caña La Uruca, San José, Costa Rica www.estru.com
LF-1
N.-212
20
N.-212
REVISO
MB1
DABE APLICARSE UN IMPERMIABILIZANE ASFALTICO EN LAS PAREDES EXERIORES DELTANQUE IGUAL O SIMILAR AL 6025 DE INTACO
180
180
1
(AN ASPHALT DAMPROOFING COAT MUT BE APPLIED TO THE EXTERIOR WALLS, SIMILAR TO 6025 FROM INTACO)
MB1
MODIFICACION
E-00319 FECHA
PEND.1.5%
(AN ASPHALT DAMPROOFING COAT MUT BE APPLIED TO THE EXTERIOR WALLS, SIMILAR TO 6025 FROM INTACO)
MURO
MURO (WALL)
MB1
DABE APLICARSE UN IMPERMIABILIZANE ASFALTICO EN LAS PAREDES EXERIORES DELTANQUE IGUAL O SIMILAR AL 6025 DE INTACO
200
ESCALA 1:15 (SCALE)
LF-1
LOSA DE CONCRETO f'c=210 kg/cm² (CONCRETE SLAB f'c=210 kg/cm²)
5
LOSA DE CONCRETO 3 (CONCRETE SLAB)
PARED DE BLOQUES DE CONCRETO DE 15X20X40 cm (15X20X40 cm CMU WALL)
SECCION 1 S7.1 6 (SECTION) ESCALA 1:20 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
SELLO DE CONCRETO POBRE f'c=100kg/cm² (STRENGTH CONCRETE SEAL f'c=100 kg/cm²)
SECCION 2 S7.1 (SECTION) 7 ESCALA 1:20 (SCALE)
ACOTADO cm (DIMENSIONS IN cm)
SELLO DE CONCRETO POBRE f'c=100kg/cm² (STRENGTH CONCRETE SEAL f'c=100 kg/cm²)
INFORMACION REGISTRO PUBLICO PROPIETARIO:
SERVICIO FITOSANITARIO DEL ESTADO CEDULA JURIDICA 3-007-521568
N° CATASTRO:
4-7745-75
FOLIO REAL:
4-23854-000
ESCALA
FECHA
INDICADAS
MARZO 2019
LAMINA
SR-7.1
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