Plano Resevorio Structures Supported DWG Block for AutoCAD

Plano Resevorio Structures Supported DWG Block for AutoCAD

Plano reservoir structures supported.

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

sedapal, variable, variable, box of, cut, cut, esc:, msnm., pump house, Filling control camera, overflow, box of, overflow, Filling control camera, plant roof of bomb booth, esc:, exit opening, msnm., reinforcement floor slab, esc:, msnm., in pipe pass, reinforcement detail, esc, rfzo.sup.inf, rfzo.sup.inf, rfzo.sup., rfzo.sup.inf, rfzo.inf, solid slab, plant roof of cistern, esc:, solid slab, born, see detail, rfzo.sup., rfzo.sup.inf, rfzo.sup., rfzo.sup.inf, typical, rfzo.central, rfzo.central, rfzo.central, rfzo.central, flooring, flooring, flooring, typical, typical, esc:, column, Wall of, tank, roof slab, of cistern, of column, typical detail of birth, esc, detail, beam beam, variable, variable, of beam, column, Wall, esc, typical detail of anchoring of beams, in column wall, slabs beams, overlaps splices, splices of reinforcement, superior in, the support column, beam each side of, of light from the slab, a length of, colum, slabs, beams, they will not be allowed, stirrups, in columns, min., armor in a, more than the, they will not be spliced, central third., same section, will be located in the, the joints, column, recommends taking care to control as much as possible any, maximum percentage of voids, indicated in the respective plane, Effective wall thickness, water filtration that alters the potential balance of the soil., others as indicated in the plans, coatings, masonry, overloads, brick king kong industrial type iv, mortar:, notes, solid slabs, cm., technical specifications, concrete, materials, reinforced, steel in general, Portland cement type in general, flooring, beams, cm., the walls will be, all surfaces in contact with the, They are coated with additive, The proportion of application of the additives will be according to, It is recommended to be careful to control as much as possible, technical specifications cistern, waterproofing cement type in two layers., the manufacturer’s specifications., coatings for surfaces in contact with water:, water filtration that alters the potential balance of the soil., notes, cm., wet face wall, cm., slab of wet face background, dry face wall, in general, flooring, steel in general, Portland cement type in general, Maximum water cement ratio:, coatings, concrete, materials, except as indicated in the specifications, cm., slab dry face background, techniques of each structure, fake shoe, Permissible pressure on the ground, cm., roof tile wet face, cm., dry face roof slab

Raw text data extracted from CAD file:

sedapal .15 .60 .15 .60 .15 .15 .80 .15 2.27 1.80 .40 .10 .40 .20 .20 .20 1.28 .07 .10 .55 .40 .15 .80 .15 5.80 2.50 .50 3.80 2.00 .50 .20 .20 2.50 .20 1.00 1.50 .50 .20 .20 4.20 .20 .20 .15 .15 4.20 .86 .10 .81 1.07 .10 .33 1.60 1.80 .20 .50 .20 1.20 .20 .15 3.90 .15 .15 5.50 .15 1.00 1.00 1.00 1.00 .20 .40 .40 .40 .40 .05 .05 3.80 .20 .20 .20 5.40 .20 .15 .30 .15 5.50 .15 .30 .15 .15 .30 .15 3.90 .30 3.90 5.50 .30 .30 .30 .30 .15 .15 .15 .15 .15 .25 .15 .40 .15 .25 .15 .15 .15 .15 .40 .15 .40 .15 .40 .15 .10 .10 .50 .10 .10 .40 .40 .15 .50 .20 .50 .30 .50 VARIABLE .40 .15 VARIABLE L L R L L L m m B A A CAJA DE 5 5 5 5 5 5 5 5 B NT.=328.20 <> <> 5 5 5 5 5 5 CORTE m-m CORTE A-A 5 5 5 5 5 5 5 5 5 5 5 5 5 <> <> <> <> 5 5 5 5 5 5 5 5 5 5 C.F.=326.80 NT.=328.30 C.F.=326.80 C.N.A= 328.30 C.N.A= 328.30 NPT.=329.00 5 CP-6 v=30 m3 CP-6 v=30 m3 5 NT.=328.20 NT.=328.20 5 5 5 CORTE B-B ESC: 1/25 329.00 msnm. CASETA DE BOMBAS CASETA DE BOMBAS CAMARA DE CONTROL DE LLENADO CAMARA DE CONTROL DE LLENADO REBOSE CAJA DE REBOSE 5 5 5 NT.=328.20 5 5 5 CAMARA DE CONTROL DE LLENADO 5 5 5 5 A A PLANTA - TECHO DE CASETA DE BOMBAS ESC: 1/25 ABERTURA DE SALIDA 0.70x0.70m 329.00 msnm. 5 5 5 5 5 5 5 5 5 5 5 A A PLANTA REFUERZO EN LOSA DE FONDO ESC: 1/25 326.80 msnm. d5/8" EN PASE DE TUBERIAS d5/8" d DETALLE DE REFUERZO d5/8" 5 5 C/CARA C/CARA C/CARA ESC. 1/25 5 5 5 5 d3/8"@.25 rfzo.sup.inf. d3/8"@.30 rfzo.sup.inf. 5 5 5 5 5 5 B B 5 5 5 5 5 5 5 5 5 5 5 5 d3/8"@.20 rfzo.sup. d3/8"@.30 rfzo.sup.inf. d3/8"@.25 rfzo.inf. 5 5 5 5 5 5 5 5 5 5 LOSA MACIZA e = 0.15m S/c = 100 Kg/m2 PLANTA - TECHO DE CISTERNA ESC: 1/25 LOSA MACIZA e = 0.20m S/c = 500 Kg/m2 VS-02 (.15x.40) V-102 (.15x.40) 5 5 4d1/2" Rto.@.15 c/extremo 5 @.10 V-101 (.15x.40) d3/8" 1@.05 Rto.@.15 c/extremo 5@.10, NACE C-1 NACE C-1 NACE C-1 NACE C-1 NACE C-1 NACE C-1 C-1 C-1 C-1 C-1 C-1 C-1 VER DETALLE 1 VER DETALLE 1 VER DETALLE 1 VER DETALLE 1 5 5 4d1/2" VS-01 (.15x.25) d3/8" 1@.10 Rto.@.15 c/extremo 5 5 4d3/8" 5 5 d3/8" 1@.10 Rto.@.15 c/extremo d3/8" 1@.05 5 5 2d1/2" 5 5 5 5 4d5/8" 2d5/8" 2d5/8" d3/8" 1@.05 Rto.@.15 c/extremo 5@.10, V-102 (.15x.40) VS-02 (.15x.40) V-101 (.15x.40) VS-02 (.15x.40) VS-01 (.15x.25) VS-01 (.15x.25) d3/8"@.20 rfzo.sup. d3/8"@.20 rfzo.sup.inf. d5/8"@.25 rfzo.sup. d5/8"@.25 rfzo.sup.inf. VS-01 VS-01 VS-02 V-101 5 TIPICO d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d5/8"@.25 10 d1/2" d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.25 d3/8"@.25 d3/8"@.20 rfzo.central d3/8"@.20 rfzo.central d3/8"@.20 rfzo.central d3/8"@.20 rfzo.central d3/8"@.25 d3/8"@.25 5 5 SOLADO SOLADO 5 5 5 SOLADO d3/8"@.25 d3/8"@.25 d3/8"@.30 d3/8"@.30 d3/8"@.30 d3/8"@.25 d3/8"@.25 d3/8"@.30 d3/8"@.20 d3/8"@.20 d3/8"@.25 d3/8"@.25 5 SOLADO d3/8"@.20 d3/8"@.25 d3/8"@.20 d3/8"@.25 5 TIPICO d3/8"@.20 d3/8"@.20 5 TIPICO d3/8"@.20 d3/8"@.20 ESC: 1/25 5 5 5 5 COLUMNA C-1 MURO DE CISTERNA LOSA DE TECHO DE CISTERNA DE COLUMNA C-1 DETALLE TIPICO DE NACIMIENTO ESC. 1/25 DETALLE - 1 ESC:1/25 dDE VIGA @.10 ø3/8" 2d3/8" 5 5 VARIABLE 5 5 VARIABLE ø DE VIGA L(m) .40 .35 .45 .55 L COLUMNA ó MURO .65 ø 3/8" 1/2" 5/8" 3/4" ESC. 1/25 1" DETALLE TIPICO DE ANCLAJE DE ø DE VIGAS EN COLUMNA ó MURO EXTREM0 LOSAS Y VIGAS TRASLAPES Y EMPALMES empalmes del refuerzo superior (negativo) en la columna o apoyo viga a cada lado de de luz de la losa o una longitud de 1/4 L (cm) COLUM. 30 40 LOSAS ø (cm) VIGAS 3/8" 6 mm 40 30 1/2" 50 100 70 No se permitirán 55 1" 110 3/4" 80 5/8" 65 ESTRIBOS R L L EN COLUMNAS L R 2.0cm 1.5cm L ø 15cm 10cm min. armadura en una más del 50% de la No se empalmarán tercio central. misma sección se ubicaraán en el Los empalmes L 3/8" 6 mm COLUMNA C-1 -SE RECOMIENDA TENER CUIDADO DE CONTROLAR EN LO POSIBLE CUALQUIER - PORCENTAJE MAXIMO DE VACIOS 30% LOSAS, INDICADO EN EL PLANO RESPECTIVO - ESPESOR EFECTIVO DE MURO 13cm FILTRACION DE AGUA QUE ALTERE EL EQUILIBRIO POTENCIAL DEL SUELO. OTROS SEGUN LO INDICADO EN LOS PLANOS RECUBRIMIENTOS : ALBAÑILERIA : SOBRECARGAS : LADRILLO KING KONG INDUSTRIAL TIPO IV - MORTERO: CEMENTO-ARENA 1:4 - f'b=130 Kg/cm2 NOTAS : LOSAS MACIZAS : 2.5 cm. ESPECIFICACIONES TECNICAS CASETA CONCRETO : MATERIALES : - REFORZADO f'c=210 Kg/cm2 ACERO EN GENERAL fy=4200 Kg/cm2 CEMENTO PORTLAND TIPO I EN GENERAL - f'm=45 Kg/cm2 - SOLADO f'c=100 Kg/cm2 COLUMNAS, VIGAS : 4.0 cm. - LOS MUROS SERAN DE TODAS LAS SUPERFICIES EN CONTACTO CON EL AGUA, ISERAN REVESTIDAS CON ADITIVO LA PROPORCION Y METODO DE APLICACION DE LOS ADITIVOS SERA DE ACUERDO SE RECOMIENDA TENER CUIDADO DE CONTROLAR EN LO POSIBLE CUALQUIER ESPECIFICACIONES TECNICAS CISTERNA IMPERMEABILIZANTE TIPO CEMENTICIO EN DOS CAPAS. A LAS ESPECIFICACIONES DEL FABRICANTE. REVESTIMIENTOS PARA SUPERFICIES EN CONTACTO CON EL AGUA: FILTRACION DE AGUA QUE ALTERE EL EQUILIBRIO POTENCIAL DEL SUELO. NOTAS : : 5.0 cm. MURO CARA HUMEDA : 5.0 cm. : 4.0 cm. LOSA DE FONDO CARA HUMEDA MURO CARA SECA - EN GENERAL - SOLADO ACERO EN GENERAL fy=4200 Kg/cm2 CEMENTO PORTLAND TIPO I : EN GENERAL RELACION AGUA CEMENTO MAXIMA: 0.45 RECUBRIMIENTOS : CONCRETO : MATERIALES : f'c=245 Kg/cm2 SALVO INDICADO EN LAS ESPECIFICACIONES f'c=100 Kg/cm2 : 4.0 cm. LOSA DE FONDO CARA SECA TECNICAS DE CADA ESTRUCTURA - FALSA ZAPATA f'c=100 Kg/cm2 PRESION ADMISIBLE SOBRE EL TERRENO S = 4.00 Kg/cm2 : 4.0 cm. LOSA DE TECHO CARA HUMEDA : 3.5 cm. LOSA DE TECHO CARA SECA

Language	Spanish
Drawing Type	Block
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, block, DWG, plano, reservoir, structures, supported