Classroom Module DWG Block for AutoCAD

Classroom Module DWG Block for AutoCAD

DEVELOPMENT OF A CLASSROOM

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

beam, typical shoe, location :, specialty :, plane :, scale :, date :, indicated, sheet :, location ::, district: piura, structures, foundations details and stairs, piura, est.arq., vc, teknoport board, column table, type, abutments, section, variable, foundation, column anchoring, columns, plant-det. of bending, slabs and beams, splices are not allowed, of the beam or slab on each side of, the column or support., they will be located in the third, reinforcement in the same section, joints, in the beams, columns, in the columns, lightened details, workshop classrooms, empty staircase, meeting of beams in plan, hooks in stirrups, bending of longitudinal reinforcement, lyd in cm., diameter, see detail of, folded, corner, d in cm., intermediate, note:, traction, anchorage, values, compression, overlaps, specified, in the planes, detail of, folded, abutments in columns and beams, detail of bending of, detail typical of lightened, columneta, architecture, first second floor and elevation, floor vinyl tile, slate, board teknoport, aluminum board cover, railing, proy. roof, trarrazo floor in stands and rest, color: tile red, white smoke, box vain: doors, materials, width, vain, sill, high, cant., box vain: windows, direct system

Raw text data extracted from CAD file:

5 5 5 5 \A1;0.30 \A1;0.15 5 5 5 0.0999999999999091 NFC. -1.10 0.7999999999997272 5 NFP. +0.30 S/C reforzado fc'= 175 kg/cm2 5 0.2999999999997272 NFP. +0.30 0.0999999999989996 4Ø 1/2" + 2Ø 3/8" Ø1/4" 2 @ .05 Rto. @ .20 0.2999999999999545 5 0.3999999999996362 5 NFC. -1.10 0.7999999999997272 1.0 NFP. +0.30 S/C reforzado fc'= 175 kg/cm2 0.25 0.2999038753810055 NFP. +0.30 0.0999999999989996 4Ø 1/2" + 2Ø 3/8" Ø1/4" 2 @ .05 Rto. @ .20 0.2999038753810055 5 0.4000000000000909 0.7000450311859368 0.0999549688128809 0.7999999999988177 0.0999999999999091 NFP. +0.30 5 NFZ. -0.80 5 4Ø 1/2" Ø1/4" 2 @ .05 Rto. @ .20 S/C reforzado fc'= 175 kg/cm2 5 5 NFP. +0.30 d 3/8 ''@ 0.25 d 1/2 ''@ 0.20 \A1;9 \A1;10 \A1;11 \A1;12 \A1;13 \A1;14 \A1;15 \A1;LLEGADA 0.25 5 5 5 5 5 d 3/8 ''@ 0.25 d 1/2 ''@ 0.20 d 1/2 ''@ 0.20 0.1499999999989541 0.1499999999989541 0.1499999999989541 0.1499999999989541 d 3/8 ''@ 0.25 d 3/8 ''@ 0.15 d 1/2 ''@ 0.15 \A1;.176 npt.+3.40 \A1;8 0.5000001508770993 d 3/8 ''@ 0.25 d 1/2 ''@ 0.20 \A1;.175 \A1;1 \A1;2 \A1;3 \A1;4 \A1;5 \A1;6 \A1;7 \A1;8 0.2500000000001137 5 0.599999999999909 1.20 5 5 0.0749999999998181 5 d 3/8 ''@ 0.25 d 1/2 ''@ 0.20 d 3/8 ''@ 0.25 0.2999999999999545 d 3/8 ''@ 0.25 npt.+0.15 \A1;.175 5 \A1;9 \A1;10 VIGA VE e= .15 cm tipico 5 d 1/2 ''@ 0.15 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 Ø1/2" @ 0.20 7 7 VC 5 5 5 5 5 \A1;AREA DE MEJORAMIENTO DE PISO \A1;AFIRMADO 0.1000002160319582 5 NTN. +0.30 NTN. +0.30 5 0.25 VC-1 5 5 0.3999999999998636 0.0999999999999091 \A1;SOLADO 5 VC-1 5 5 ø 5/8" Rto.@ .30 ø 3/8"; 1@.05 \A1;0.40 \A1;0.25 \A1;.70 \A1;.10 \A1;.80 \A1;.10 \A1;0.15 \A1;.50 \A1;.30 \A1;.45 \A1;.80 \A1;1.00 \A1;0.25 \A1;.30 \A1;.10 \A1;.30 \A1;.40 \A1;.40 \A1;.80 \A1;.80 \A1;0.15 \A1;.30 \A1;.10 \A1;.30 \A1;.40 \A1;.40 \A1;1.10 \A1;.50 \A1;.25 \A1;1.20 \A1;1.20 \A1;.08 \A1;.20 \A1;2.15 \A1;2.41 \A1;.60 \A1;.30 \A1;.30 \A1;.30 \A1;.75 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;2.35 \A1;.75 \A1;.30 \A1;.30 \A1;.40 \A1;1.10 \A1;.20 \A1;.40 \A1;.50 \A1;.50 \A1;.07 \A1;.07 \A1;.10 \A1;.10 \A1;.25 \A1;.40 \A1;.10 \A1;0.15 \A1;0.10 4.13 4.13 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.80 \A1;1.80 \A1;1.50 \A1;1.50 \A1;2.00 \A1;2.00 \A1;1.50 \A1;1.50 4.80 \A1;1.50 4.13 4.13 \A1;.50 \A1;1.00 \A1;.50 \A1;2.10 \A1;.30 \A1;.50 \A1;1.00 \A1;.50 2.10 0.30 \A1;8.00 0.25 3.88 0.25 3.88 0.25 0.18 \A1;6.00 \A1;8.00 0.15 2.20 2.93 4.13 3.55 4.13 4.83 2.60 2.20 2.93 3.23 2.20 4.13 4.13 0.27 4.55 3.30 0.30 1.98 0.20 0.40 0.62 0.60 3.55 4.83 2.60 2.20 2.93 3.23 2.20 4.13 4.13 0.27 4.55 0.70 4.13 4.13 2.93 \A1;1.50 \A1;1.50 \A1;1.80 \A1;1.80 0.80 0.50 1.00 1.20 0.50 \A1;.70 2.00 2.00 1.50 1.50 4.80 2.60 \A1;1.50 2.93 0.63 3.23 0.25 0.25 0.25 0.15 3.55 0.25 0.25 0.25 0.15 \A1;45° \A1;45° \A1;1.20 \A1;.15 \A1;2.10 \A1;.15 \A1;1.20 0.15 2.10 0.15 0.50 0.25 0.25 0.25 0.18 \A1;6.00 0.15 4.13 4.13 2.60 3.23 2.20 4.13 4.13 6.92 \A1;2.03 7.72 6.30 \A1;.20 \T1.5;\LDETALLE DE ZAPATA \lESC: 1/25 ZAPATA TÍPICA UBICACION: DEPARTAMENTO: \C1;PIURA ESPECIALIDAD: PLANO: ESCALA: FECHA: INDICADA FEBRERO 2010 LAMINA: \LE-01 LOCALIZACION:: PROVINCIA : \C1;PIURA DISTRITO : PIURA ESTRUCTURAS CIMENTACION DETALLES Y ESCALERA PIURA Est.Arq. C-1 C-1 C-1 C-1 C-1 C-1 C-1 Z-2 Z-3 Z-2 Z-3 Z-3 Z-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 V-C V-C C-2 C-2 C-1 3 3 3 3 3 3 3 3 2 2 1 1 4 4 1 B C D 3 B C D 1 3 V-C V-C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-3 Junta Teknoport Junta Teknoport Junta Teknoport Junta Teknoport Junta Teknoport Junta Teknoport AULA 01 NPT. +0.30m 5 5 5 5 5 5 5 5 CUADRO DE COLUMNAS TIPO ESTRIBOS SECCION Ø C-1 C-2 CL-1 .20 de C/Ext. 5@.10, Rto.@ ø 3/8"; 2@.05 4 ø 5/8" 6 ø 5/8" .20 de C/Ext. 5@.10, Rto.@ ø 3/8"; 2@.05 4 ø 1/2" .20 de C/Ext. 5@.10, Rto.@ ø 1/4"; 2@.05 ESC : 1/25 1 - 1 \T1.25;\LDETALLES DE CIMENTACION \lESC: 1/20 2 - 2 3 - 3 1º TRAMO ESC: 1/25 variable CIMIENTO CIMIENTO ANCLAJE DE COLUMNAS EN ESCALA 1:25 .20 .20 0.40 0.10 2d1/4" 2d1/4" ESCALA 1:25 0.10 0.10 REMATE DE COLUMNAS ESCALA 1:25 \A2;Rto S/Cuadro \A2;8@.075 0.30 0.30 \A2;@.15 2º TRAMO TIPICO ESC: 1/50 C-1 Z-1 CL-1 CL-1 \T1.5;\LPLANTAS TIPICAS DE ZAPATAS \lESC: 1/20 2.00 2.00 C-1 Z-3 CL-1 CL-1 1.50 1.50 \LESPECIFICACIONES TECNICAS \l: 1.-CONCRETO Solados : concreto ciclopeo 1:10 C.H Viga Ciment : F'c = 175 Kg/cm2 Cimientos : Concreto ciclopeo 1:10 CH + 30% PG \U+00D8 6" max. Sobrecimientos : F'c = 175 Kg/cm2 Resto : F' c = 210 Kg/cm2 2.-ACERO En general : Fy = 4,200 Kg/ cm2 3.-RESISTENCIA AL TERRENO t= 1.00 Kg/cm2 (verficar en obra) 4.-RECUBRIMIENTOS vigas de cimentacion = 7.5 cm Columnas y vigas chatas = 2.5 cm Aligerado = 2.0 cm Escalera = 2.5 cm 5.-SOBRECARGAS 1\U+00B0 Nivel = 200 Kg/m2 2\U+00B0 Nivel = 200 Kg/m2 3\U+00B0 Nivel = 200 Kg/m2 6.-ALBA\U+00D1ILERIA Encofrado : f'b = 50 Kg/cm2 Mortero : 1:4 cemento arena NORMAS DE DISE\U+00D1O DE CONSTRUCCION - REGLAMENTO NACIONAL DE CONSTRUCCIONES RNC - NORMAS E-30, E-40, E-50, DISE\U+00D1O SISMORESISTENTE 4 - 4 ESCALA 1:25 \A1;4dv > 6.5 cm. PLANTA-DET. DE DOBLADO PLANTA-DET. DE DOBLADO \A1;12dv \A1;d \A1;d ESCALA 1:25 LOSAS Y VIGAS L ( cm. ) 3/4" 80 Ø 3/8" 1/2" 5/8" 60 50 40 60 No se permiten empalmes de refuerzo superior (negativo) en una longitud de 1/4" de la luz de la viga o losa a cada lado de la columna o apoyo. Los empalmes " L" se ubicaran en el tercio central. N° de empalmes mas del 50% de la armadura en una misma secc. EMPALMES EN LAS VIGAS \A1;L 30 40 50 COLUMNAS L ( cm. ) ESTRIBOS .10 Ø 1/4" .15 Ø 3/8" EN LA COLUMNAS \T1.25;\LPLANTA DE CIMENTACION \lESC: 1/100 C-1 C-1 5 Z-3 5 Z-3 2' A A 5 5 5 Junta Teknoport 5 5 1 1 5 2 2 5 5 A' A' CL-2 4 ø 3/8" .20 de C/Ext. 5@.10, Rto.@ ø 1/4"; 2@.05 UBICACION: DEPARTAMENTO: \C1;PIURA ESPECIALIDAD: PLANO: ESCALA: FECHA: INDICADA FEBRERO 2010 LAMINA: \LE-02 LOCALIZACION:: PROVINCIA : \C1;PIURA DISTRITO : PIURA ESTRUCTURAS ALIGERADO DETALLES PIURA AULAS TALLER 5 5 5 5 5 5 \T1.25;\LALIGERADO PRIMERA PLANTA \lESC: 1/100 C-1 C-1 C-1 C-1 C-1 C-1 C-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 C-2 C-2 C-1 C-1 C-1 VACIO DE ESCALERA VD-1 VD-1 VD-1 VD-1 V-101 V-100 V-101 V-100 V-101 0.80 d3/8" 0.80 d3/8" d3/8" 0.75 0.75 1.0 1.0 d1/2" 0.80 d3/8" 0.75 d3/8" 0.75 d3/8" 0.50 0.50 d3/8" 0.75 0.75 1.0 1.0 d1/2" 1.0 d3/8" 1.0 d3/8" 0.5 0.5 d3/8" 1.0 5 5 5 5 5 \T1.25;\LALIGERADO SEGUNDA PLANTA \lESC: 1/100 C-1 C-1 C-1 C-1 C-1 C-1 C-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 CL-1 C-2 C-2 C-1 C-1 C-1 VD-1 VD-1 VD-1 VD-1 V-200 V-201 V-200 V-201 0.80 d3/8" 0.80 d3/8" 0.75 d3/8" 0.75 d3/8" 0.50 0.50 d3/8" 0.75 0.75 1.0 1.0 d1/2" 1.0 d3/8" 1.0 d3/8" 0.5 0.5 d3/8" 1.0 V-210 V-210 VB -1 VB -1 S=30% d1/2 " d3/8 " d3/8 " \T1.5;\LCUADRO DE VIGAS ESC: 1/10 ENCUENTRO DE VIGAS EN PLANTA GANCHOS EN ESTRIBOS DOBLADO DE REFUERZO LONGITUDINAL 135° D 2.5 10 L L y D en Cm. 4 15 DIAMETRO \U+2205 1 4 " \U+2205 3 8 " 135° Ver detalle de Doblado .25 .25 ESQUINA 10 8 D en Cm. 6 4 D \U+2205 5 8 " \U+2205 1 2 " \U+2205 3 8 " \U+2205 1 4 " DIAMETRO .25 .25 INTERMEDIO ESC: 1:20 NO EMPALMAR MAS DE 50% DEL AREA TOTAL EN UNA MISMA SECCION. B A NO EMPALMAR EN LOS SITIOS DE MAXIMA FLEXION (DENTRO DEL TERCIO CENTRAL) TOTAL EN UNA MISMA SECCION. C EN CASO DE EMPALMARSE EN LAS ZONAS INDICADAS O CON LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% O CONSULTAR AL PROYECTISTA. NOTA: TRACCION ANCLAJE V A L O R E S D E m .50 3/4" .30 1/4" .30 .30 .35 1/2" 5/8" Ø 3/8" COMPRESION ANCLAJE .65 .65 .30 .30 .40 .55 .35 .55 .60 .35 TRASLAPES Ø r ( cm ) a( cm ) 3/8" 1/4" 1/2" 3 2 4 13 8 18 135° D \U+2205 L \U+2205 Especificado en los planos D DETALLE DE DOBLADO ESTRIBOS EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE 5 5 V-102 V-102 V-102 V-102 V-202 V-202 V-202 V-202 0.80 d3/8" d3/8" 0.50 0.50 d3/8" 0.75 0.75 0.80 d3/8" d3/8" 0.75 0.75 1.0 1.0 d1/2" 1.0 d3/8" 0.75 0.75 0.80 d3/8" 0.50 0.50 V-102 V-102 V-102 \LV-101; V-201; :\l 0.20 x 0.25 \A1;.20 \A1;.25 d 5/8" 6d 5/8" d 3/8" 2@.05, 4@.10, rto.@.20 d 5/8" \LVB-1-2\l 0.15 x 0.20 d 5/8" .15 \A1;.20 2d 5/8" d 3/8" 2@.05, 4@.10, rto.@.20 (.25´) \LVD-1-2:\l 0.20 x 0.30 d 5/8" 6d 5/8" d 3/8" 2@.05, 4@.10, rto.@.20 d 5/8" .30 \LV-100; V-200:\l 0.25 x 0.40 d 5/8" \A1;.20 .25 \A1;.40 d 5/8" 6d 5/8" d 3/8" 2@.05, 4@.10, rto.@.20 \A1;.20 \LV-102; V-202; :\l 0.20 x 0.25 \A1;.20 \A1;.25 d 5/8" 6d 5/8" d 3/8" 2@.05, 4@.10, rto.@.20 d 5/8" \A1;0.05 0.15 \A1;0.10 Refuerzo por temperatura ؼ" @0.20 ESC: 1:7.5 \A1;0.10 \A1;0.30 DETALLE TIPICO DE ALIGERADO \A1;0.40 V-202 V-202 V-202 \LV-210 :\l 0.20 x 0.25 \A1;.20 \A1;.25 d 5/8" 6d 5/8" d 3/8" 2@.05, 4@.10, rto.@.20 d 5/8" \A1;.20 \A1;.20 VB -2 VB -2 VB -2 VB -1 Columneta Columneta Columneta Columneta CL-2 CL-2 CL-2 CL-2 CL-2 \A1;.30 UBICACION: DEPARTAMENTO: \C1;PIURA ESPECIALIDAD: PLANO: DESING & CAD: ESCALA: FECHA: INDICADA FEBRERO 2010 LAMINA: \LA-01 \LRango LOCALIZACION:: PROVINCIA : \C1;PIURA DISTRITO : PIURA ARQUITECTURA PRIMERA SEGUNDA PLANTA Y ELEVACION PIURA 01 02 03 04 05 06 07 08 09 10 11 22 21 20 19 18 17 16 15 14 13 12 V-02 1.50 1.50 3.88 V-02 1.50 1.50 3.88 V-01 2.10 1.00 3.88 V-01 2.10 1.00 3.88 AULA 01 NPT. +0.30m Piso loseta vinilica 0.30 x 0.30 color claro Pizarra NPT. +0.30.20m 5 5 5 5 NVT. +0.29775 NVT. +0.2990 S=1% NVT. +0.30 Junta (Asfaltica) Contrazocalo Loseta veneciana 0.10 x 0.30 Junta Teknoport 5 5 5 5 5 02 03 04 05 06 07 08 09 10 11 22 21 20 19 18 17 16 15 14 13 12 V-02 1.50 1.50 3.87 V-02 1.50 1.50 3.87 V-01 2.10 1.00 3.88 V-01 2.10 1.00 3.88 AULA 04 NPT. +3.80m Piso loseta vinilica 0.30 x 0.30 color claro Pizarra NPT. +3.00m 5 5 5 5 NVT. +0.29775 NVT. +0.2990 NVT. +3.80 Junta (Asfaltica) Contrazocalo Loseta veneciana 0.10 x 0.30 Tapa Junta de Aluminio 5 5 5 5 5 5 Baranda 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Piso loseta vinilica 0.30 x 0.30 color claro P-01 0.00 2.60 1.00 P-01 0.00 2.60 1.00 Junta e = 1" \T1.25;\LPRIMERA PLANTA \lESC: 1/100 \T1.25;\LSEGUNDA PLANTA \lESC: 1/100 Proy. techo Proy. techo Piso de trarrazo en gradas y descanso A A 1 B C D 3 B C D 1 3 2' A A 2 A' 1 B C D 3 B C D 1 3 2' A A 2 A' 1 B C D 3 B C D 1 3 2' A A 2 A' 2 A' 2 A' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S=30% S=30% S=30% COLOR: ROJO TEJA Junta Teknoport BLANCO HUMO CONTRAZOCALO h=0.30 BLANCO HUMO Junta Teknoport \T1.25;\LELEVACION LATERAL \lESC: 1/100 NPT. +0.30 Bruña 1" Bruña 1" Bruña 1" Bruña 1" BLANCO HUMO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.00 P-01 - 2.60 01 CUADRO DE VANOS: PUERTAS MATERIALES ANCHO VANO ALFEIZAR ALTO CANT. FIERRO + VIDRIO CUADRO DE VANOS: VENTANAS MATERIALES 3.88 ANCHO VANO V-01 ALFEIZAR 2.10 1.00 ALTO 04 CANT. SISTEMA DIRECTO 3.88 V-02 1.50 1.50 04 SISTEMA DIRECTO AULAS TALLER AULAS TALLER

Language	Spanish
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Aluminum, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, classroom, College, development, DWG, library, module, school, university