Elevated Tank And Tank DWG Block for AutoCAD

– 0.30 x 0.30m columns; with stalls of 2.75m.x2.75m foundation. – Storage capacity of 15m3. According to structural drawings.

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

Wall, Overflow pipe, Overflow pipe, Foundation plate, elevated tank, Cut structure, scale:, Soles, Soles, Stuffing with material, Selected, Soles, sidewalk, stand, Led tank structure, scale:, Plate projection, Foundation plant, scale:, Plant mooring beams, scale:, Plate projection, N.p.t., Led tank plant, scale:, Foundation beam, section, scale:, column, section, scale:, Mooring beam, section, scale:, elevated tank, Cat ladder, side view, scale:, Cat ladder, front view, scale:, Det. Anchorage, scale:, tank, scale:, Cut structure, Laf metal sheet, Wall thickness, Overflow pipe, Overflow pipe, elevation, Flange breaks water, scale:, plant, Flange breaks water, scale:, Cap detail in tank, scale:, Padlock, side view, scale:, Padlock, front view, scale:, Tank plant, scale:, Soles, Maximum water level, tank, Stop level, Vai te, Sole, Technical specifications, anchorage, Simple mortar, AC, Beams columns, Reinforced mortar, Beam collar, steel, masonry, Ground resistance, Permissible soil pressure, coverage, Overloads, Shoes, Coatings, Beams columns, Slabs, Esp. Building design, National building regulations, Design rules, Design parameters, Use portland type cement, recommendations, Minimum anchoring lengths, Overlaps, Tympanum, Shoes, Shoe bottom, Overlap, elevated tank, N.p.t.

Raw text data extracted from CAD file:

\A1;.15 \A1;3.30 \A1;.20 \A1;.10 \A1;.15 \A1;3.30 \A1;.15 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;Espesor de Muro \A1;4" \A1;4" \A1;4" \A1;4" \A1;Ø TUBERÍA DE REBOSE \A1;4" \A1;Ø TUBERÍA DE REBOSE \A1;4" \A1;4" \A1;Ø \A1;4" \A1;.35 \A1;.10 \A1;.10 \A1;.55 \A1;.35 \A1;.10 \A1;.10 \A1;.55 \A1;.60 \A1;.10 \A1;.10 \A1;.80 \A1;.60 \A1;.10 \A1;.10 \A1;.80 \A1;.15 \A1;2.70 \A1;.15 \A1;3.00 \A1;.15 \A1;2.70 \A1;.15 \A1;3.00 \A1;.25 \A1;2.00 \A1;.60 \A1;.15 \A1;.10 \A1;.35 \A1;.10 \A1;.10 \A1;.65 \A1;2.20 \A1;.90 \A1;.50 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;1" \A1;1-1/2" \A1;.13 \A1;1" \A1;.13 \A1;1" \A1;.60 \A1;.54 \A1;.15 \A1;2.45 \A1;.15 \A1;2.75 \A1;.15 \A1;2.45 \A1;.15 \A1;2.75 \A1;1.70 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.50 \A1;.10 \A1;.25 \A1;.15 \A1;.30 \A1;.45 \A1;1.21 \A1;.45 \A1;.25 \A1;.15 \A1;.30 \A1;.45 \A1;1.33 \A1;.25 \A1;.75 \A1;.25 \A1;.15 \A1;.15 \A1;.15 \A1;2.45 \A1;.75 \A1;.60 \A1;.30 \A1;2.15 \A1;.30 \A1;.60 \A1;.30 \A1;2.15 \A1;.30 \A1;2.75 \A1;.30 \A1;2.15 \A1;.30 \A1;2.75 \A1;.60 \A1;.30 \A1;2.15 \A1;.30 \A1;.60 \A1;3.95 \A1;3.95 \A1;.50 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;2.45 \A1;.15 \A1;1.40 \A1;.30 \A1;1.60 \A1;.30 \A1;1.60 \A1;.30 \A1;2.00 \A1;.10 \A1;.75 \A1;.60 \A1;.10 \A1;2.75 \A1;7.50 \A1;.35 \A1;.65 \A1;1.95 \A1;.10 \A1;.25 \A1;.25 \A1;.25 \A1;R.20 \A1;.10 5 5 5 5 5 5 5 PLATEA DE CIMENTACIÓN 5 5 5 TANQUE ELEVADO 5.70m3 CORTE 1-1 - ESTRUCTURA ESCALA: 1/ 25 B B B B C C C C C C SOLADO C:A 1:10 SOLADO C:A 1:10 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 C-1 5 5 SOLADO C:A 1:10 SOLADO C:A 1:10 Ø3/8" 2@0.05, 3@0.10, 4@0.15, Rest.@0.25 a/s RELLENO CON MATERIAL PROPIO SELECCIONADO SOLADO C:A 1:10 5 A A B B B B B B B B VEREDA VEREDA CASETA 5 ESTRUCTURA - TANQUE LEVADO ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-8 C-8 VA(.30x.30) VA(.30x.30) VA(.30x.30) VA(.30x.30) V-C(.30x.30) V-C(.30x.30) V-C(.30x.30) V-C(.30x.30) PROYECCIÓN DE PLATEA PROYECCIÓN DE PLATEA C-1 C-1 C-1 C-1 PLANTA CIMENTACIÓN ESCALA: 1/25 PLANTA - VIGAS DE AMARRE (VA) ESCALA: 1/25 A A A A A PROYECCIÓN DE PLATEA PROYECCIÓN DE PLATEA A A A C-1 C-1 C-1 C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T. + 7.50 .50 PLANTA - TANQUE LEVADO ESCALA: 1/25 5 5 5 5 5 5 5 5 5 1 1 5 C C C C C C C C VIGA DE CIMENTACIÓN 5 SECCIÓN A-A ESCALA: 1/ 12.5 5 Ø3/8" 2@0.05, 3@0.10, 4@0.15, Rest.@0.25 a/s COLUMNA C-1 5 SECCIÓN B-B ESCALA: 1/ 12.5 5 Ø3/8" 2@0.05, 3@0.10, 4@0.15, Rest.@0.25 a/s VIGA DE AMARRE 5 SECCIÓN C-C ESCALA: 1/ 12.5 5 Ø3/8" 2@0.05, 3@0.10, 4@0.15, Rest.@0.25 a/s 5 5 5 5 5 5 5 5 5 TANQUE ELEVADO .10 ESCALERA TIPO GATO VISTA LATERAL ESCALA: 1/ 25 ESCALERA TIPO GATO VISTA FRONTAL ESCALA: 1/ 25 DET. DE ANCLAJE ESCALA: 1/ 12.5 CISTERNA 15m3 ESCALA: 1/25 CORTE 2-2 - ESTRUCTURA 1" 1-1/2" PLANCHA METÁLICA LAF e=1/16" .13 1" .13 1" .60 Espesor de Muro 4" 4" 4" 4" Ø TUBERÍA DE REBOSE 4" Ø TUBERÍA DE REBOSE ELEVACIÓN BRIDA - ROMPE AGUA ESCALA: 1/ 5 PLANTA BRIDA - ROMPE AGUA ESCALA: 1/ 5 DETALLE - TAPA EN CISTERNA ESCALA: 1/ 5 4" 4" Ø 4" OREJILLA DE CANDADO VISTA LATERAL ESCALA: 1/ 2.5 OREJILLA DE CANDADO VISTA FRONTAL ESCALA: 1/ 2.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 PLANTA - CISTERNA 15m3 ESCALA: 1/25 5 5 5 5 5 5 5 5 5 5 SOLADO C:A 1:10 SOLADO C:A 1:10 NIVEL MÁXIMO DE AGUA CISTERNA 15m3 5 5 5 5 5 5 5 5 5 5 5 5 S=1% NIVEL DE PARADA VA A T.E SOLADO ESPECIFICACIONES TÉCNICAS ANCLAJE 0.45 3/8" 1/2" 5/8" 0.60 0.50 1/4" Ø 0.45 0.55 0.75 0.60 0.55 * MORTERO SIMPLE : C:A 1:10 VIGAS Y COLUMNAS * MORTERO ARMADO VIGA COLLARÍN : F'c= 210 KG/CM2 ACERO : F'y= 4,200 KG/CM2 ALBAÑILERÍA : F'm=35 KG/CM2 : F'c= 210 KG/CM2 RESISTENCIA TERRENO * PRESIÓN ADMISIBLE DEL SUELO : 0.67 KG/CM2 (Verificar en obra) COBERTURA * SOBRECARGAS : S/C 30 KG/M2 ZAPATAS * RECUBRIMIENTOS : 5.00 CM VIGAS Y COLUMNAS : 3.00 CM LOSAS Y ESCALERA : 2.50 CM * ESP. DE DISEÑO Y CONSTRUCCIÓN - Reglamento Nacional de Edificaciones (Normas E-020, E-060, E-070) - Normas de Diseño Sismo-Resistente E-030 - Parametros de Diseño Sismo-Resistente Z=0.40 S=1.40 C=2.5 U=1.5 - USAR CEMENTO PORTLAND TIPO I * RECOMENDACIONES * LONGITUDES MÍNIMAS DE ANCLAJES Y TRASLAPES VIGA TIMPANO : F'c= 210 KG/CM2 ZAPATAS : F'c= 210 KG/CM2 FONDO DE ZAPATA Rx=3.0 Ry=3.0 TRASLAPE 7" 8' Bc Ba TANQUE ELEVADO 5.70m3 N.P.T. +.70

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

Wall, Overflow pipe, Overflow pipe, Foundation plate, elevated tank, Cut structure, scale:, Soles c: a, Soles c: a, Stuffing with material, Selected, Soles c: a, sidewalk, stand, Led tank structure, scale:, Plate projection, Foundation plant, scale:, Plant mooring beams, scale:, Plate projection, N.p.t., Led tank plant, scale:, Foundation beam, section, scale:, column, section, scale:, Mooring beam, section, scale:, elevated tank, Cat type ladder, side view, scale:, Cat type ladder, front view, scale:, Det. Anchor, scale:, tank, scale:, Cut structure, Laf metal sheet, Wall thickness, Overflow pipe, Overflow pipe, elevation, Flange breaks water, scale:, plant, Flange breaks water, scale:, Cap detail in tank, scale:, Padlock, side view, scale:, Padlock, front view, scale:, Tank plant, scale:, Soles c: a, Maximum water level, tank, Stop level, Go, Sole, Technical specifications, anchorage, Simple mortar, AC, Beams columns, Reinforced mortar, Beam collar, steel, masonry, Ground resistance, Permissible soil pressure, coverage, Overloads, Shoes, Coatings, Beams columns, Slabs, Esp. Building design, National building regulations, Design rules, Design parameters, Use portland type cement, recommendations, Minimum anchoring lengths, Overlaps, Tympanum, Shoes, Shoe bottom, Overlap, elevated tank, N.p.t.

Raw text data extracted from CAD file:

Language	Spanish
Drawing Type	Block
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, block, capacity, cistern, columns, distribution, drawings, DWG, elevated, fornecimento de água, FOUNDATION, kläranlage, l'approvisionnement en eau, mxm, stalls, storage, structural, supply, tank, treatment plant, wasserversorgung, water, water reservoir, water tank

CAD Drawings

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