School Project; DWG Full Project for AutoCAD

From circular plant – has generally low floor – top floor – a cut – a facade and foundation plans – specifications .

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

integral design workshop iii, advisor :, delivery date :, scale:, dimension:, melendez morals, cesar, meters, n. laminate:, content:, sketch of location:, faculty of architecture, dining room, esplanade, medical service, cold room, warehouse, green roofs, meeting room, reception, address, sub direction, teacher room, social work, man bathroom, women bathroom, side facade, main facade, joist slab and vault, foundation plant, slabs floor, high floor, masonry foundation, poor concrete, template, castle, additional strings, detail, solid slab, typical details, slab supports, prefabricated, longitudinal reinforcement, support patin on, support vault, on polin, trabe, league, corner chain, typical cut of beam and vault, compression layer, vault, joist, slab of roof, typical detail, grout finishing brushed, fester waterproofing two-hand total top, filling of cacahuatillo with lime, three-dimensional structure, cement-sand mortar, civintec panel, polystyrene, mall a-union corner, of wire, mesh-union straight, tie of league, detail of union, of the structure, placed inside, wall of panel covitec, plant., elevation., details of panel covintec., remove polystyrene, anchors of rods, and straining concrete, drowned in the dala, or concrete block., civintec panel to wall., detail of union of slab

Raw text data extracted from CAD file:

N S E O NE NO SE SO U E D E R S I D N O M A U D A A P A R I T E E E N B M N I V U L B E A 4 5 9 8 1 0 D D C D H D H \A1;0.13 \A1;0.34 \A1;8.50 \A1;3.00 \A1;5.00 \A1;R-20.00 \A1;R-17.00 \A1;R-7.00 \A1;R-8.50 \A1;1.18 \A1;8.00 \A1;25.00 \A1;8.50 \A1;3.00 \A1;5.0013 \A1;R8.4564 \A1;17.00 \A1;8.50 \A1;3.00 \A1;5.0022 \A1;6.2898 \A1;5.9726 \A1;8.50 \A1;5.0013 \A1;3.00 \A1;3.00 \A1;8.50 \A1;5.0022 \A1;0.6000 \A1;1.00 \A1;.90 \A1;.45 \A1;0.200 \A1;.70 \A1;0.050 \A1;0.550 \A1;0.080 \A1;0.20 \A1;L \A1;1/4L \A1;1/4L \A1;0.12 \A1;0.20 \A1;0.04 \A1;0.12 \A1;0.05 \A1;0.20 \A1;0.150 \A1;0.200 \A1;0.75 \A1;0.75 \A1;0.75 \A1;0.05 \A1;0.20 TALLER DE DISEÑO INTEGRAL III ASESOR: FECHA DE ENTREGA: ESCALA : ACOTACION : Melendez Morales Julio Cesar 02 DE OCTUBRE DEL 2013 METROS N. DE LAMINA : CONTENIDO : CROQUIS DE UBICACION : 1 \W9.30997; PLANTA ARQUITECTONICA \W9.10858; "CENDI" FACULTAD DE ARQUITECTURA 1:200 AULA 1 \W6.89868; BAÑO NIÑOS \W0.26936; AULA DE PSICOMOTRIZ MATERNAL 1 \W4.20135; AULA 6 LACTANTES 1 \W4.25769; AULA 4 \W4.44688; AULA 5 MATERNAL 2 MATERNAL 3 LACTANTES 3 AULA 2 AULA 3 LACTANTES 2 \W2.93688; ENFERMERIA Y \W2.93688; PSICOLOGIA \W5.57888; AULA DE \W6.36460; DANZA \W5.57888; AULA DE \W5.26936; COMPUTO \W7.15885; BIBLIOTECA \W2.25376; AULA DE \W2.25376; MUSICA \W5.57888; AULA DE \W6.22174; INGLES \W1.78168; BAÑO NIÑAS COMEDOR \W1.24599; DEPARTAMENTO DE \W1.24599; NUTRICION B E C D E D C \W4.83223; VESTIBULO 1 2 2 3 3 6 12 5 7 11 10 8 \W5.25852; VIGILANCIA EXPLANADA \W5.53678; AREA DE JUEGO \W5.57888; AULA DE \W5.26936; COMPUTO \W0.44941; banco \W0.44941; de \W0.44941; leche \W0.44941; banco \W0.44941; de \W0.44941; leche 8.50 R-20.00 R-17.00 R-7.00 3.00 R-8.50 1 2 3 4 9 8 7 5 6 \W1.70941; ACCESO DE SERVICIOS \W0.71706; ACCESO VEHICULAR \W7.74043; ACCESO PEATONAL 1 4 8 5 A 5.00 5 5 Servicio Medico cuarto de frio \W0.44941; banco \W0.44941; de \W0.44941; leche almacen azoteas verdes sala de juntas RECEPCION Direccion sub direccion sala de maestros trabajo social baño hombre baño mujeres \W6.73148; PLANTA BAJA \W6.82672; PLANTA ALTA TALLER DE DISEÑO INTEGRAL III ASESOR: FECHA DE ENTREGA: ESCALA : ACOTACION : Melendez Morales Julio Cesar 02 DE OCTUBRE DEL 2013 METROS N. DE LAMINA : CONTENIDO : CROQUIS DE UBICACION : 2 \W9.13270; FACHADA ARQUITECTONICA \W9.10858; "CENDI" FACULTAD DE ARQUITECTURA 1:100 FACHADA LATERAL 5 FACHADA PRINCIPAL B E C D E D C 1 2 3 3 4 6 12 5 11 10 8 9 K-2 K-2 K-2 K-2 K-2 K-2 K-1 K-1 K-2 K-2 K-1 K-1 K-2 K-1 K-2 K-2 K-1 K-2 K-2 K-1 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-1 K-1 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-3 K-3 K-4 K-5 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 M-1 A 8.50 3.00 5 8.00 5 17.00 25.00 8.50 3.00 5 5 5 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 CD-1 T-L1 T-L1 T-L1 T-L1 T-L1 T-L1 T-L1 T-L1 C-1 Z-1 TALLER DE DISEÑO INTEGRAL III ASESOR: FECHA DE ENTREGA: ESCALA : ACOTACION : Melendez Morales Julio Cesar 02 DE OCTUBRE DEL 2013 METROS N. DE LAMINA : CONTENIDO : CROQUIS DE UBICACION : 3 \W9.30997; PLANTA ARQUITECTONICA \W9.10858; "CENDI" FACULTAD DE ARQUITECTURA 1:200 8.50 5 3.00 3.00 8.50 5 5 LOSA DE VIGUETA Y BOVEDILLA MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 MALLA ELECTROSOLDADA 6/6 10/10 PLANTA DE CIMENTACION PLANTA DE LOSAS PLANTA DE ALTA 1.00 TIPO M-2 (INTERMEDIO) .90 .45 CIMIENTO DE MAMPOSTERIA DALA DD1 NPT=+0.40 5 .70 5 NE=-0.55 5 5 CONCRETO POBRE PLANTILLA DE f'c=100 Kg/cm2 NT=0.00 B K-1 \A1;0.150 \A1;0.150 EST. 1/4" @ 20 CM 4d 3/8" AR CASTILLO 40 3/8" E 1/4@20cm. CADENAS DE DESPLANTE 0.20 0.15 CADENA CD - 1 K-1 \A1;0.150 \A1;0.150 EST. 1/4" @ 20 CM 4d 3/8" AR CASTILLO V#3 @ 20cm s V#3 @ 15cm s s 3 V#3 s 2 V#3 adicionales \A1;0.5 \A1;0.11 \A1;0.04 \A1;0.3 \A1;0.15 \A1;1.10 \W8.18268; ZAPATA \W6.99893; Z-1 L DETALLE DE LOSA MACIZA 1/4L 1/4L 0 3/8" @20Cms. DETALLES TIPICOS APOYOS DE LOSA PREFABRICADA 0.12 ARMADO LONGITUDINAL APOYAR PATIN SOBRE 0.20 0.04 ESC. S/E 0.12 APOYAR BOVEDILLA SOBRE POLIN 0.05 0.20 40 3/8" E 1/4@20cm. TRABE DE LIGA 0.20 TRABE T - 1 0.40 CADENA EN ESQUINA EST. 1/4" @ 20 CM 4d 3/8" AR 5 K-2 5 0.75 CORTE TIPICO DE VIGUETA Y BOVEDILLA 0.75 CAPA DE COMPRESION 6X6-10/10 BOVEDILLA VIGUETA K-1 \A1;0.150 \A1;0.150 EST. 1/4" @ 20 CM 4d 3/8" AR CASTILLO 0.25 0.25 ESTRIBOS DE 1/4" @20cm. 6 V. DE 3/8" COLUMNA C - 1 LOSA DE AZOTEA DETALLE TIPICO ESC. S/E LADRILLO 20x20 cm JUNTEADO CON CEMENTO ARENA PROP. 1:5 0.75 5.- LECHADA DE CEMENTO ACABADO ESCOBILLADO IMPERMEABILIZANTE FESTER TOP TOTAL A DOS MANOS ENTORTADO DE CEMENTO-ARENA PROP. 1:6 RELLENO DE REVOLTURA DE CACAHUATILLO CON CAL 1 4.- 3.- 2.- 1.- 0.05 0.20 4 3 2 5 ESTRUCTURA TRIDIMENSIONAL POLIESTIRENO, ESP.= 5.7 mm MORTERO CEMENTO-ARENA PROP. 1:3 (f'c= 140 kg/cm2) DE PANEL CIVINTEC POLIESTIRENO ESP.= 5.7 mm MALLA-UNION ESQUINA ESTRUCTURA TRIDIMENSIONAL DE ALAMBRE MALLA-UNION ESQUINA POLIESTIRENO ESP.= 5.7 mm DE ALAMBRE ESTRUCTURA TRIDIMENSIONAL MALLA-UNION RECTA DE ALAMBRE TRABE DE LIGA f'c=150 kg/cm2 DETALLE DE UNION DE LA ESTRUCTURA COLOCADAS DENTRO DE 3/8" @60cm MURO DE PANEL COVITEC ANCLAS EN "U" DE VARILLAS Planta. Alzado. DETALLES DE PANEL COVINTEC. QUITAR POLIESTIRENO ANCLAS DE VARILLAS DE 3/8"x 30cm @ 60cm Y COLAR CONCRETO f'c=200kg/cm AHOGADAS EN LA DALA 2 O TRABE DE CONCRETO. DE PANEL CIVINTEC A MURO. DETALLE DE UNION DE LOSA

Language	Spanish
Drawing Type	Full Project
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, circular, College, Cut, DWG, facade, floor, FOUNDATION, full, generally, kindergarten, library, plant, Project, school, top, university

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