Education Center DWG Block for AutoCAD

Education Center DWG Block for AutoCAD

My Education Center is a comprehensive, sustainable and participatory self-assessment and continuous improvement of standards of quality of institutions. It corresponds to the natural person or legal owner of a school, establishing governing line axiological its center.

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

regional, tacna, regional infrastructure, sub management of studies, structural formulator unit, variable, variable, variable, foundation, typical, variable, variable, variable, curve, variable, central third splice zone, ldg, flagpole, gutter, existing path, metallic structure, projection of, adjoins health post, tank, tank, npt, Games area, npt, gutter, platform, sporty, npt, npt, existing building, see plans of, module structures, see plans of, module structures, see plans of, module structures, existing building, detail running foundations, esc, sobrecimiento, foundation, n.p.t., concrete mix c: h, concrete, sobrecimiento, foundation, n.p.t., concrete mix c: h, concrete, variable, lower npt, top npt, max, flooring c: h, Wall of contension, esc, npt, variable, top npt, lower npt, max, variable, top npt, lower npt, max, shoe detail, esc, see column table, flooring, foundation, typical, rto., see column table, n.p.t., nfc., mix c: h, lift shoes, esc, variable, variable, variable, npt ramp, npt, detail of reinforced sardineles, esc, section, npt, tube, column, tube, calaminon cu, in curve, tube, calaminon cu, detail metal cover elevation, esc, metal cover plant, esc, rto., rto., column box, esc, concrete, rto., Mooring, exterior sidewalk, brick wall hercules in rope, caravista finish, variable, variable, corridos, rto., fence beam detail, esc, variable, concrete, Gutter detail, esc, pvc gutter with frame, min, max, cyclopeocyclopeo foundations run concrete c: h mas of large stone of maximum subsoil concrete concrete of large stone of maximum concrete concrete concrete floorings, Armed f’c in foundations f’c in rest of structure reinforcing steel f’y, Technical specifications, masonry: masonry, kind, type iv, mortar, coatings: shoes cm. foundation beam cm. basement plate cm. wall surcharges cm. faces in contact with reinforced cm. faces columns beams cm. lightweight flat beams cm., masonry f’m, cured, shoes minimum days minimum slabs, vertical armor splice, development lengths, diameter, traction, compression, flexion, central third splice zone, horizontal armor splice, ldg, f’c, anchor length with hook, anchor length with hook, column, scale, beam, rmin., stirrups, hook, standard, end of, exterior structures, esc, typical elevation of perimeter fence, esc, min., tube, welding on iron, recessed column, your B. from, door detail, your B. from, see detail, cocada mesh, i.e. jose a. Holm oaks, metal plate, metal plate, school badge, your B. from, license plate, entrance porch beams, esc, beam bottom, beam bottom, license plate, license plate, license plate, strap, metal structure of, metal support, CAD drawing:, scale:, date:, flat:, specialty:, draft:, modifications:, sheet:, April, a province

Raw text data extracted from CAD file:

\A1;1.45 \A1;1.45 3 2 1 4 \T0.85000;GOBIERNO REGIONAL TACNA \T0.95000;GERENCIA REGIONAL DE INFRAESTRUCTURA SUB GERENCIA DE ESTUDIOS UNIDAD FORMULADORA DE ESTRUCTURALES \A1;3.45 \A1;3.45 \A1;3.45 \A1;3.45 \A1;3.45 \A1;3.45 \A1;3.45 \A1;3.45 \A1;2.79 \A1;3.13 \A1;3.14 \A1;1.25 \A1;.33 \A1;.33 \A1;.32 \A1;3.55 \A1;3.55 \A1;3.55 \A1;3.55 \A1;3.55 \A1;3.55 \A1;4.00 .15 .60 .20 .80 .45 .80 .80 .60 .15 1.00 .20 1.20 .40 .20 .90 Variable 1.50 1.20 .60 .40 Variable .15 .15 .30 .45 .60 .15 Variable .15 .30 .75 .80 \A1;1.00 \A1;1.50 \A1;.80 \A1;.80 L (ver cimentación planta) .25 típico .25 típico 1.80 .10 .60 1.00 .10 .45 .60 Variable .30 .80 .60 .30 Variable .30 Variable .60 .45 .10 .10 .10 .20 .15 3.50 1.54 2.41 .35 4.30 \A1;4.30 \A1;4.30 \A1;4.30 \A1;4.30 \A1;4.30 \A1;En Curva L=5m .15 .30 .25 .30 \A1;.20 \A1;2.30 \A1;Variable \A1;.20 \A1;2.30 \A1;Variable .15 .20 .10 .20 Variable .10 .10 .40 .20 L/4 L/4 L/3 Zona de empalme Tercio Central L/3 L/4 ldg 12 db Y \A1;L \A1;L Y Z L/4 Y d .72 .38 \U+2205.35 \A1;1.70 \A1;.05 \A1;.76 \A1;.04 \A1;.76 \A1;.05 \A1;.25 \A1;3.42 \A1;.26 \A1;.25 \A1;3.42 \A1;.26 \A1;1.78 \A1;.38 \A1;.42 37.96 \A1;26.10 \A1;6.60 \A1;6.75 \A1;2.48 \A1;3.68 \A1;1.25 \A1;1.20 \A1;5.55 \A1;2.10 \A1;17.32 \A1;4.85 \A1;2.15 \A1;1.20 \A1;1.20 \A1;3.31 \A1;.45 \A1;3.00 \A1;3.96 \A1;4.15 \A1;.80 \A1;.75 \A1;1.05 \A1;2.30 \A1;4.41 \A1;.45 \A1;2.40 \A1;2.41 \A1;.45 \A1;1.05 \A1;.45 \A1;.35 \A1;.44 \A1;.73 \A1;1.10 \A1;3.36 \A1;3.53 .15 .30 \A1;2.46 \A1;3.08 \A1;3.42 \A1;.40 \A1;.10 \A1;18.93 \A1;10.82 \A1;.20 \A1;.30 \A1;3.29 \A1;3.29 \A1;2.84 \A1;3.15 \A1;.30 \A1;3.15 \A1;.30 \A1;3.15 \A1;.30 \A1;.33 \A1;3.15 \A1;.30 \A1;3.15 \A1;.30 \A1;3.15 \A1;.30 \A1;.33 \A1;3.15 \A1;.30 \A1;3.15 \A1;.30 \A1;2.49 \A1;.30 \A1;.32 \A1;2.83 \A1;.30 \A1;2.84 \A1;1.02 \A1;3.25 \A1;.30 \A1;.00 \A1;3.25 \A1;.30 \A1;3.25 \A1;.30 \A1;.32 \A1;3.25 \A1;.30 \A1;3.25 \A1;3.55 \A1;.30 \A1;.32 \A1;3.70 \A1;.30 \A1;.30 \A1;.29 \A1;2.10 \A1;.30 \A1;.15 \A1;.77 \A1;.61 \A1;4.30 \A1;4.30 \A1;4.30 \A1;4.30 \A1;4.78 \A1;4.34 \A1;4.85 \A1;22.30 \A1;1.18 \A1;5.85 ASTA BANDERA (Ver Detalle) Canaleta (Ver Detalle) Canaleta (Ver Detalle) Canaleta (Ver Detalle) Canaleta (Ver Detalle) Canaleta (Ver Detalle) 5 VEREDA EXISTENTE 5 ESTRUCTURA METALICA (Ver Detalle) PROYECCION DE COLINDA CON PUESTO DE SALUD TANQUE CISTERNA C-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 CCR-1 CCR-1 CCR-1 CCR-1 CCR-1 CCR-1 5 5 5 5 5 5 5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 CCR-1 CCR-1 CCR-1 CCR-1 NPT +1.00 NPT +0.20 NPT +0.90 NPT +0.10 AREA DE JUEGOS NPT +0.20 NPT +1.00 Canaleta (Ver Detalle) Canaleta (Ver Detalle) Canaleta (Ver Detalle) CCR-2 CCR-2 MC-1 MC-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 SR-1 SR-1 SR-2 SR-1 MC-1 MC-1 MC-1 MC-1 PLATAFORMA DEPORTIVA NPT +1.05 S=-0.5% S=-0.5% NPT +1.00 NPT +1.00 NPT +0.20 NPT +0.20 SR-1 SR-1 SR-1 SR-1 SR-2 MC-1 MC-1 SR-1 SR-1 SR-3 SR-3 SR-4 EDIFICACION EXISTENTE Ver planos de Estructuras Modulo 1 Ver planos de Estructuras Modulo 2 Ver planos de Estructuras Modulo 3 EDIFICACION EXISTENTE SR-1 DETALLE CIMIENTOS CORRIDOS ESC 1:25 5 SOBRECIMIENTO CIMIENTO CORRIDO 5 CCR-1 N.P.T. 5 CONCRETO F'C=100 Kg/cm2 MEZCLA 1:10 C:H +30%P.G. CONCRETO F'C=210 Kg/cm2 5 5 5 Ø1/2"@0.20 Ø3/8"@0.20 5 SOBRECIMIENTO CIMIENTO CORRIDO 5 CCR-2 N.P.T. 5 CONCRETO F'C=100 Kg/cm2 MEZCLA 1:10 C:H +30%P.G. CONCRETO F'C=210 Kg/cm2 5 5 5 Ø1/2"@0.20 Ø3/8"@0.20 Z-2 Z-2 5 5 5 Variable 5 5 NPT Inferior NPT Superior Max 1.0 m Ø3/8"@0.20 Ø3/8"@0.25 Ø3/8"@0.25 Ø1/2"@0.20 Ø3/8"@0.25 Ø3/8"@0.25 Ø1/2"@0.20 Ø1/2"@0.20 Solado e=4" C:H 1:12 MC-1 MURO DE CONTENSION ESC 1:25 5 5 NPT +1.03 5 Variable 5 5 NPT Superior NPT Inferior 5 5 Ø3/8"@0.20 Ø1/2"@0.20 Max 0.8 m 5 Variable 5 5 NPT Superior NPT Inferior 5 5 Ø3/8"@0.20 Ø1/2"@0.20 Max 0.8 m SR-1 SR-2 SR-2 SR-1 Z Z' Z-1 5 5 d5/8"@0.20m d5/8"@0.20m 5 5 d5/8"@0.20m d5/8"@0.20m DETALLE DE ZAPATAS ESC 1:50 Ver Cuadro de Columnas 5 5 5 5 Solado L (ver cimentación planta) .25 típico .25 típico d 3/8"-1/4" 1 @ 0.05 m Rto. @ 0.15 m d3/8"-1/4" Ver cuadro de columnas N.P.T. NFC. 5 Mezcla C:H 1:12 ELEVACION ZAPATAS ESC 1:25 5 5 Variable 5 5 5 de 0.15 a 0.55 Variable 5 de 0.55 a 0.98 5 Variable 5 NPT Rampa NPT Rampa de 0.15 a 0.55 SR-3 SR-4 SR-3 Ø1/2"@0.20 Ø1/2"@0.20 Ø3/8"@0.20 NPT +0.20 5 Ø1/2"@0.20 Ø3/8"@0.20 Ø3/8"@0.20 Ø3/8"@0.20 5 5 5 5 DETALLE DE SARDINELES REFORZADOS ESC 1:25 SECCION Z-Z' (Rampa) NPT +1.03 5 Ø3/8"@0.20 C-1 C-1 C-2 C-2 Z-2 C-3 C-3 C-3 C-3 C-3 C-3 Tubo F°N° d 4"x4mm A-36 Tubo F°N° d 3"x3mm A-36 Tubo F°N° d 3"x3mm A-36 COLUMNA Tubo F°N° d 1.5"x1.5mm Tubo F°N° d 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm 5 5 5 Cobertura Calaminon CU Cobertura Calaminon CU 5 5 5 5 5 5 5 En Curva L=5m Tubo F°N° d 4"x4mm A-36 Tubo F°N° 1.5"x1.5mm Cobertura Calaminon CU Cobertura Calaminon CU DETALLE ELEVACION DE COBERTURA METALICA ESC 1:25 PLANTA DE COBERTURA METALICA ESC 1:50 5 5 4d 1/2" C-1 d1/4" 1 @ 0.05 m 8 @ 0.10 m Rto. @ 0.25 m 5 5 d1/4" 1 @ 0.05 m 8 @ 0.10 m Rto. @ 0.25 m C-2 C-3 CUADRO DE COLUMNAS ESC 1:20 CONCRETO F'C=210 KG/cm2 2d 5/8" 1d 1/2" 2d 5/8" 1d 1/2" 6d 5/8" d3/8" 1 @ 0.05 m 8 @ 0.10 m Rto. @ 0.25 m C-1 C-1 C-1 C-1 V Amarre V Amarre Vereda Exterior Muro Ladrillo Hercules en Soga Muro Ladrillo Hercules en Soga Muro Ladrillo Hercules en Soga Muro Ladrillo Hercules en Soga Acabado Caravista Acabado Caravista Acabado Caravista Acabado Caravista 5 5 Variable 5 5 Variable CCR-1 CCR-1 CCR-1 CCR-1 5 5 2 d 1/2" corridos 2 d 1/2" corridos VAmarre1 (15x20) d1/4" 1 @ 0.05 m 8 @ 0.10 m Rto. @ 0.20 m c/e DETALLE DE VIGA DE CERCO ESC 1:25 5 5 Variable Concreto f'c=175 Kg/cm2 5 5 5 DETALLE DE CANALETA ESC 1:20 Canaleta de PVC con Marco Min 0.10m Max 0.60m 5 S= 1% S= 1% S= 1% S= 1% S= 1% S= 1% \LCONCRETO CICLOPEOCICLOPEO \L CIMIENTOS CORRIDOS : CONCRETO f'c=100kg/cm2 1:10 C:H MAS 30% DE PIEDRA GRANDE DE TAMA\U+00D1O MAXIMO 8" SUBZAPATAS : CONCRETO f'c=80kg/cm2 MAS 30% DE PIEDRA GRANDE DE TAMA\U+00D1O MAXIMO 8" SOBRECIMIENTOS : CONCRETO f'c=140 kg/cm2 SOLADOS : CONCRETO f´c=80 kg/cm2 \LCONCRETO ARMADO \lCONCRETO : f'c = 210 Kg/cm2 EN CIMENTACION f'c = 2\fArial|b1|i0|c0|p34;1\fArial|b1|i0|c162|p34;0 Kg/cm2 EN RESTO DE ESTRUCTURA ACERO DE REFUERZO : f'y = 4,200 Kg/cm2 ESPECIFICACIONES TECNICAS ALBAÑILERIA: \H0.8x;\lUNIDAD DE ALBAÑILERIA : TIPO P1 1:4 (CEMENTO-ARENA) TIPO IV MORTERO : RECUBRIMIENTOS: \L ZAPATAS : 7.5 cm. VIGA DE CIMENTACION : 5.0 cm. PLATEA DE CIMENTACION : 7.5 cm. MUROS y SOBRECIMIENTOS : 4 cm. (EN CARAS EN CONTACTO CON REFORZADOS (AGUA O TERRENO) 2.5 cm. (EN CARAS SECAS) COLUMNAS Y VIGAS : 4 cm. ALIGERADOS Y VIGAS CHATAS : 2.5 cm. ALBAÑILERIA : f'm = 45 Kg/cm2 CURADO Zapatas : 5 días minimo Columnas, Vigas, Losas y Veredas : 7días mínimo Z 0.95 0.75 5/8" 1/2" Z Ø EMPALME DE ARMADURA VERTICAL LONGITUDES DE DESARROLLO Ø 3/8" Ø 1/2" Ø 5/8" Ø 3/4" Ø 1" 42 cm 57 cm 73 cm 83 cm Diametro Traccion Compresion 144 cm 21 cm 28 cm 35 cm 42 cm 56 cm flexion 11 cm 15 cm 20 cm 24 cm 32 cm 1.05 3/4" L/4 L/4 L/4 L/3 Zona de empalme Tercio Central L/3 EMPALME DE ARMADURA HORIZONTAL L/4 \A1;d \A1;Y \A1;0.95 \A1;\S3/4;\H1.429x;" \A1;1.05 \A1;\S1#2;\H1.4286x;" \A1;0.75 \A1;\S5#8;\H1.4286x;" ldg 5/8" 3/4" 1/2" 1" 25 cm 40 cm 30 cm 20 cm Ø f'c = 210 kg/cm2 Longitud de Anclaje con Gancho (l\H0.7407x; \fArial|b0|i0|c0|p34;dg\fBrushScript BT|b0|i0|c0|p66;) Ø 5/8" 3/4" 1/2" 3/8" 1" LONGITUD DE ANCLAJE CON GANCHO (l\H0.7407x; \fArial|b0|i0|c0|p34;dg\fBrushScript BT|b0|i0|c0|p66;) COLUMNA ESCALA S/E d (cm) 11.5 9.5 7.5 5.5 15 20 24 15 32 12db (cm) 11 VIGA 12 db Y Y L Rmin. 1.5cm 2.0cm ESTRIBOS L L 10cm 15cm d 6mm 3/8" R Y Gancho Estandar Extremo de viga(ldg) 15 cm 20 cm 25 cm 30 cm 40 cm 11 cm 15 cm 20 cm 24 cm 32 cm d ESTRUCTURAS EXTERIORES ESC 1:100 ELEVACION TIPICA DE CERCO PERIMETRICO ESC 1:50 Min. 0.30 Min. 0.30 Tubo F°N° d 4"x4mm A-36 Tubo F°N° d 4"x4mm A-36 Tubo F°N° d 4"x4mm A-36 Tubo F°N° d 4"x4mm A-36 Tubo F°N° d 4"x4mm A-36 Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm Tubo F°N° 1.5"x1.5mm 5 5 Soldadura Sobre Plancha e=1/4" empotrada en columna 5 TUB. DE F° N° Ø 4" x 3mm TUB. DE F° N° Ø 3" x 2.5mm TUB. DE F° N° Ø 4" x 3mm TUB. DE F° N° Ø 2" x 1.5mm DETALLE DE PUERTA P-5 5 5 5 5 5 5 TUB. DE F° N° Ø 2" x 1.5mm TUB. DE F° N° Ø 2" x 1.5mm TUB. DE F° N° Ø 3" x 2.5mm TUB. DE F° N° Ø 3" x 2.5mm VER DETALLE B VER DETALLE A MALLA COCADA Nº12 MALLA COCADA Nº12 MALLA COCADA Nº12 I.E. JOSE A. ENCINAS FRANCO PLANCHA METALICA DE 5mm PLANCHA METALICA DE 5mm INSIGNIA DEL COLEGIO TUB. DE F° N° Ø 3" x 2.5mm VIngreso1 (30x20) VIngreso2 (15x30) Placa 5 5 5 5 5 5 VIGAS DE PORTICO DE INGRESO ESC 1:50 H FONDO DE VIGA +2.16 5 H FONDO DE VIGA +1.78 5 Placa 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 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 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 VIngreso2 (15x30) VIngreso1 (30x20) Placa 5 5 VIngreso1 (30x20) VIngreso2 (15x30) Placa 5 5 5 5 5 5 Correa de Correa de Correa de Correa de Correa de Correa de Estructura metalica de Soporte p/estructura metalica Soporte p/estructura metalica Soporte p/estructura metalica Soporte p/estructura metalica 5 5 5 5 ES-04 \W3.53078; \W0.60000x;ESTRUCTURAS \W3.53078; \W0.60000x;EXTERIORES DIBUJO CAD: ESCALA: FECHA: PLANO: ESPECIALIDAD: PROYECTO: MODIFICACIONES: LAMINA: ABRIL 2013 \W0.95833; \W0.60000x;ESTRUCTURAS 1/25 \T0.80000;MEJORAMIENTO \W1.93267; \T0.80000;DE UNA \W1.93267; \T0.80000;INSTITUCION \W1.93267; \T0.80000;EDUCATIVA \W2.02299; \T0.80000;- PROVINCIA \W2.02299; \T0.80000;TACNA- \T0.80000;REGION \T0.80000;TACNA"

Language	Spanish
Drawing Type	Block
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	assorted, autocad, block, center, comprehensive, continuous, DWG, education, improvement, standards, sustainable