Tank Base For Doubtful Waters DWG Block for AutoCAD

Tank Base For Doubtful Waters DWG Block for AutoCAD

Design tank waters for 245Kg weight of steel tank

Drawing labels, details, and other text information extracted from the CAD file (Translated from Spanish):

S.a group of c.v., Antonio hernandez giron, Location, draft, owner, Col.universitaria ing. Jose alcaine mexicans, Presents, Arq. Elviz romero, Ing. Leonidas garcia, revised, drawing, architectural design, archive, Indicated, January, P. Of structural foundations, date, scale, content, sheet, Arq. Elviz romero, Structural details., seals, Constructive notes, Foundations, Mezzanines, Built area, level, total., Victoria street venice san salvador de san salvador., cap screw, Base section of tank dubious water., scale, Concrete f’c tn., Steel f’y, its T. Cms., ace., Confinement beam, these., ace., Confinement beam, these., ace., Foundation slab, ace., Foundation slab, ace., Foundation slab, ace., Foundation slab, Cms. its T. Cms., its T. these., Lodocreto filling, Lodocreto filling, Lodocreto filling, Lodocreto filling, Natural soil., Cement floor, Cement floor, its T. Cms., projection, excavation, projection, excavation, projection, excavation, projection, excavation, Cms. its T. Cms., cap screw, Cms. its T. Cms., its T. its T., its T. Cms., ace., Foundation slab, Concrete base structural plant, Dubious water base, scale, Concrete f’c tn., Steel f’y, projection, excavation, projection, excavation, projection, excavation, projection, excavation, cap screw, Cms. its T. Cms., its T. Staples, ace., Foundation slab, Structural foundation slab plant, Dubious water base, scale, Concrete f’c tn., Steel f’y, ace., Confinement beam, these., ace., Confinement beam, these., Bottom view, top view, projection, excavation, projection, excavation, projection, excavation, projection, excavation, cap screw, Cms. its T. Cms., its T. its T., its T. Cms., ace., Foundation slab, Concrete base structural plant, Dubious water base, scale, Concrete f’c tn., Steel f’y, projection, excavation, projection, excavation, projection, excavation, projection, excavation, cap screw, Cms. its T. Cms., its T. Staples, ace., Foundation slab, Structural foundation slab plant, Dubious water base, scale, Concrete f’c tn., Steel f’y, ace., Confinement beam, these., ace., Confinement beam, these., Bottom view, top view, cap screw, Base section of tank dubious water., scale, Concrete f’c tn., Steel f’y, its T. Cms., ace., Confinement beam, these., ace., Confinement beam, these., ace., Foundation slab, ace., Foundation slab, ace., Foundation slab, ace., Foundation slab, Cms. its T. Cms., its T. these., Lodocreto filling, Lodocreto filling, Lodocreto filling, Lodocreto filling, Natural soil., Cement floor, Cement floor, its T. Cms., Cms. its T. Cms., cap screw, cap screw, Base section of tank dubious water., scale, Concrete f’c tn., Steel f’y, its T. Cms., ace., Confinement beam, these., ace., Confinement beam, these., ace., Foundation slab, ace., Foundation slab, ace., Foundation slab, ace., Foundation slab, Cms. its T. Cms., its T. these., Lodocreto filling, Lodocreto filling, Natural soil., Cement floor, Cement floor, its T. Cms., Cms. its T. Cms., cap screw, projection, excavation, projection, excavation, projection, excavation, projection, excavation, cap screw, Cms. its T. Cms., its T. its T., its T. Cms., ace., Foundation slab, Concrete base structural plant, Dubious water base, scale, Concrete f’c tn., Steel f’y, projection, excavation, projection, excavation, projection, excavation, projection, excavation, cap screw, Cms. its T. Cms., its T. Staples, ace., Foundation slab, Structural foundation slab plant, Dubious water base, scale, Concrete f’c tn., Steel f’y, ace., Confinement beam, these., ace., Confinement beam, these., Bottom view, top view, Cement floor, Cement floor, Cement floor, Cement floor, Cement floor, Cement floor, Cement floor, Cement floor, Cement floor, Cement floor, Lodocreto filling, Lodocreto filling, Lodocreto filling, Lodocreto filling, Lodocreto filling, Lodocreto filling, Lodocreto filling, Lodocreto filling, Natural soil., Cement floor, Natural soil., Cement floor, Base section of tank dubious water., Cement floor, Cement floor, Cms beds, Minimum load capacity, Cms beds, scale, Antonio hernandez giron, Location, draft, owner, Col.universitaria ing. Jose alcaine mexicans, Presents, Arq. Elviz romero, Ing. Leonidas garcia, revised, drawing, architectural design, archive, Indicated, January, P. Of structural foundations, date, scale, content, sheet, Arq. Elviz romero, Structural details., seals, Constructive notes, Foundations, Mezzanines, Built area, level, total., Victoria street venice san salvador de san salvador., Col.universitaria ing. Jose alcaine mexicans

Raw text data extracted from CAD file:

G IGA\H0.7143x; rupo s.a de c.v. ANTONIO HERNANDEZ GIRON. UBICACION : PROYECTO : PROPIETARIO : Col.Universitaria norte,Calle Ing. Jose Alcaine n°69, Mejicanos ,Salvador PRESENTA : Arq. Elviz Romero Ing. LEONIDAS GARCIA REVISÓ : DIBUJÓ : DISEÑO ARQUITECTÓNICO : ARCHIVO : INDICADAS ENERO / 2009 P. DE FUNDACIONES ESTRUCTURALES FECHA : ESCALA : CONTENIDO : HOJA : 1 / 6 Arq. Elviz Romero DETALLES ESTRUCTURALES. SELLOS : NOTAS CONSTRUCTIVAS. 2-3 Fundaciones Y Entrepisos 58.57 AREA CONSTRUIDA : 40.94 1er. NIVEL 2do. NIVEL M² V² 58.57 40.94 Total. 117.14 81.88 37a Calle Oriente,Pasaje Victoria ,10a Avenidad norte,Residencial la Rabida,Jurisdiccion de San salvador ,Departamento de San Salvador. N O R T E PERNO d2'@1.118mts L=1.045 SECCION BASE DE TANQUE AGUA DUDOSA. ESCALA 1:200 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 T-1 LS-1 T-1 LS-1 VC-1 C-2 C-2 T-1 LS-1 T-1 LS-1 C-2 C-2 VC-1 T-1 6 d 5/8" EST. d3/8" @ 10 CMS. LS-1 d 1/2" EST. d3/8" @ 10 CMS. T-1 6 d 5/8" EST. d3/8" @ 10 CMS. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 EST d \S1#2;" A.S. RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 SUELO NATURAL. SUELO NATURAL. SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 N.P.T:0+0.00 N.P.T:0+0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LS-1 d 1/2" EST. d3/8" @ 10 CMS. T-1 T-1 T-1 T-1 T-1 T-1 T-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 T-1 PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION C-1 C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. PERNO d2'@1.118mts L=1.045 PERNO d2'@1.118mts L=1.045 C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 EST. d \S1#2;" LS-1 d 1/2" EST. d3/8" @ 10 CMS. LS-1 d 1/2" EST. d3/8" @ 10 CMS. d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION PLANTA ESTRUCTURAL DE BASE DE CONCRETO BASE AGUA DUDOSA ESCALA 1:100 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 Kg/cm.2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION C-1 PERNO d2'@1.118mts L=1.045 C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 GRAPAS d \S1#2;"A.S d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION PLANTA ESTRUCTURAL DE LOSA FUNDACION BASE AGUA DUDOSA ESCALA 1:100 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 Kg/cm.2 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. VISTA INFERIOR VISTA SUPERIOR 5 5 5 \A1;12.80 \A1;12.00 \A1;0.45 \A1;0.20 \A1;0.90 \A1;1.40 \A1;2.30 \A1;2.10 \A1;2.30 \A1;0.90 \A1;10.20 \A1;11.20 \A1;0.40 \A1;11.20 \A1;0.40 \A1;0.45 \A1;1.20 \A1;0.20 \A1;0.40 \A1;0.80 \A1;0.50 \A1;1.95 \A1;0.50 \A1;1.95 \A1;1.40 \A1;1.95 \A1;0.50 \A1;1.95 \A1;0.50 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.90 \A1;R5.60 \A1;R3.15 \A1;R6.00 \A1;12.80 \A1;12.00 \A1;0.45 \A1;0.20 \A1;0.90 \A1;1.40 \A1;2.30 \A1;2.10 \A1;2.30 \A1;0.90 \A1;10.20 \A1;11.20 \A1;0.40 \A1;11.20 \A1;0.40 \A1;0.45 \A1;1.20 \A1;0.20 \A1;0.40 \A1;0.80 \A1;0.50 \A1;1.95 \A1;0.50 \A1;1.95 \A1;1.40 \A1;1.95 \A1;0.50 \A1;1.95 \A1;0.50 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.90 T-1 T-1 T-1 T-1 T-1 T-1 T-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 T-1 PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION C-1 PERNO d2'@1.118mts L=1.045 C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 EST. d \S1#2;" LS-1 d 1/2" EST. d3/8" @ 10 CMS. LS-1 d 1/2" EST. d3/8" @ 10 CMS. d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION PLANTA ESTRUCTURAL DE BASE DE CONCRETO BASE AGUA DUDOSA ESCALA 1:1000 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 Kg/cm.2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION C-1 PERNO d2'@1.118mts L=1.045 C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 GRAPAS d \S1#2;"A.S d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION PLANTA ESTRUCTURAL DE LOSA FUNDACION BASE AGUA DUDOSA ESCALA 1:1000 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 Kg/cm.2 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. VISTA INFERIOR VISTA SUPERIOR 5 5 5 PERNO d2'@1.118mts L=1.045 SECCION BASE DE TANQUE AGUA DUDOSA. ESCALA 1:200 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 T-1 LS-1 T-1 LS-1 VC-1 C-2 C-2 T-1 LS-1 T-1 LS-1 C-2 C-2 VC-1 T-1 6 d 5/8" EST. d3/8" @ 10 CMS. LS-1 d 1/2" EST. d3/8" @ 10 CMS. T-1 6 d 5/8" EST. d3/8" @ 10 CMS. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 EST d \S1#2;" A.S. RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 SUELO NATURAL. SUELO NATURAL. SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 N.P.T:0+0.00 N.P.T:0+0.00 12.80000000000018 0.3999999999999773 11.20000000000005 0.3999999999999773 12.0 0.452924521644718 0.4470754783552593 1.200000000000045 0.1999999999999318 0.8999999999999773 1.399999999999977 2.299999999999955 2.100000000000023 0.1999999999999318 2.299999999999955 0.4000000000000909 0.8000000000000682 0.5 1.949999999999932 0.5 1.949999999999932 1.400000000000091 1.949999999999932 0.5 1.949999999999932 0.5000000000002274 0.3999999999999773 0.8999999999999773 10.19999999999982 11.20000000000005 0.1999999999999318 0.2999999999999545 0.900000000000091 LS-1 d 1/2" EST. d3/8" @ 10 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. PERNO d2'@1.118mts L=1.045 \A1;R5.60 \A1;R3.15 \A1;R6.00 \A1;12.80 \A1;12.00 \A1;0.45 \A1;0.20 \A1;0.90 \A1;1.40 \A1;2.30 \A1;2.10 \A1;2.30 \A1;0.90 \A1;10.20 \A1;11.20 \A1;0.40 \A1;11.20 \A1;0.40 \A1;0.45 \A1;1.20 \A1;0.20 \A1;0.40 \A1;0.80 \A1;0.50 \A1;1.95 \A1;0.50 \A1;1.95 \A1;1.40 \A1;1.95 \A1;0.50 \A1;1.95 \A1;0.50 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.90 \A1;R5.60 \A1;R3.15 \A1;R6.00 \A1;1.50min \A1;0.90 \A1;2.50 \A1;1.20 \A1;10.16 \A1;1.20 \A1;12.56 \A1;0.10 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 PERNO d2'@1.118mts L=1.50mts SECCION BASE DE TANQUE AGUA DUDOSA. ESCALA 1:1000 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 T-1 LS-1 T-1 LS-1 VC-1 C-2 C-2 T-1 LS-1 T-1 LS-1 C-2 C-2 VC-1 T-1 6 d 5/8" EST. d3/8" @ 10 CMS. LS-1 d 1/2" EST. d3/8" @ 10 CMS. T-1 6 d 5/8" EST. d3/8" @ 10 CMS. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 EST d \S1#2;" A.S. RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 SUELO NATURAL. SUELO NATURAL. SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 N.P.T:0+0.00 N.P.T:0+0.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LS-1 d 1/2" EST. d3/8" @ 10 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. PERNO d2'@1.118mts L=1.50mts T-1 T-1 T-1 T-1 T-1 T-1 T-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 T-1 PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION C-1 PERNO d2'@1.118mts L=1.045 C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 EST. d \S1#2;" LS-1 d 1/2" EST. d3/8" @ 10 CMS. LS-1 d 1/2" EST. d3/8" @ 10 CMS. d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION PLANTA ESTRUCTURAL DE BASE DE CONCRETO BASE AGUA DUDOSA ESCALA 1:1000 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 Kg/cm.2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION PROYECCION EXCAVACION C-1 PERNO d2'@1.118mts L=1.045 C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. C-2 d 1"@ 20 CMS. EST. d 1/2" @ 20 CMS. \A1;C-1 12 d 1" EST. d 1/2" @ 20 CMS.+ 2 GRAPAS d \S1#2;"A.S d # 5/8" @ 0.15 A.S. LOSA DE FUNDACION PLANTA ESTRUCTURAL DE LOSA FUNDACION BASE AGUA DUDOSA ESCALA 1:1000 CONCRETO f'c 245 Kg/cm.2 W= 575 Tn. ACERO f'y G40 Kg/cm.2 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. 6 d # 5/8" @ 0.15 A.S. VIGA DE CONFINAMIENTO EST: d # 3/8" @ 0.15 A.S. VISTA INFERIOR VISTA SUPERIOR 5 5 5 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 RELLENO DE LODOCRETO PROP:20:1 1.50min 5 5 5 5 5 5 SUELO NATURAL. SUELO CEMENTO 1:20 SUELO NATURAL. SUELO CEMENTO 1:20 SECCION BASE DE TANQUE AGUA DUDOSA. SUELO CEMENTO 1:20 SUELO CEMENTO 1:20 f'c=210kg/cm 3 lechos d 5/8"@ 20 CMS. Capacidad de carga minima 1.00kg/cm2 f'c=210kg/cm 3 lechos d 5/8"@ 20 CMS. ESCALA 1:1000 5 ANTONIO HERNANDEZ GIRON. UBICACION : PROYECTO : PROPIETARIO : Col.Universitaria norte,Calle Ing. Jose Alcaine n°69, Mejicanos ,Salvador PRESENTA : Arq. Elviz Romero Ing. LEONIDAS GARCIA REVISÓ : DIBUJÓ : DISEÑO ARQUITECTÓNICO : ARCHIVO : INDICADAS ENERO / 2009 P. DE FUNDACIONES ESTRUCTURALES FECHA : ESCALA : CONTENIDO : HOJA : 1 / 6 Arq. Elviz Romero DETALLES ESTRUCTURALES. SELLOS : NOTAS CONSTRUCTIVAS. 2-3 Fundaciones Y Entrepisos 58.57 AREA CONSTRUIDA : 40.94 1er. NIVEL 2do. NIVEL M² V² 58.57 40.94 Total. 117.14 81.88 37a Calle Oriente,Pasaje Victoria ,10a Avenidad norte,Residencial la Rabida,Jurisdiccion de San salvador ,Departamento de San Salvador. Col.Universitaria norte,Calle Ing. Jose Alcaine n°69, Mejicanos ,Salvador Col.Universitaria norte,Calle Ing. Jose Alcaine n°69, Mejicanos ,Salvador Col.Universitaria norte,Calle Ing. Jose Alcaine n°69, Mejicanos ,Salvador

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, base, block, Design, DWG, einrichtungen, facilities, gas, gesundheit, kg, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, steel, tank, wasser bestimmung, water, waters, weight