Prefabricated Classrooms Module DWG Block for AutoCAD

EXAMPLE OF MODULATION OF CLASSROOMS WITH PREFABRICATED ELEMENTS

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

area, semi-polished cement floor, npt, cut snpt plant, existing sidewalk, npt, existing sidewalk, area, semi-polished cement floor, npt, existing sidewalk, existing sidewalk, classroom, area, cut snpt plant, polished cement floor, npt, classroom, area, polished cement floor, npt, sheet, jun, date, coordination, armed slab, flat, description, prof. responsable, scale, drawing, typical classroom manual, typical slab detail, in senses, f temperature, sliding rail anchorage on slab, post, expansion bolts, slab, screw., fc, concrete, steel profiles, Technical specifications, asterisks., steel, galvanized, grade, screws, mm thick fiber cement, panels, wind speed, overload, seismic acceleration, resist. min. ground, sheet, date, coordination, tabiqueria, flat, description, prof. responsable, scale, drawing, description, width, alfeizer, high, door, window, quantity, spans table, unid., jun, typical classroom manual, npt, south elevation, npt, elevation east, sheet, jun, date, coordination, elevations, flat, description, prof. responsable, scale, drawing, structure, description, width, high, superboard iron, quantity, unid., superboard iron, superboard iron, unid., superboard iron, unid., superboard iron, unid., superboard iron, unid., superboard iron, unid., outdoor, typical classroom manual, description, width, high, quantity, superboard iron, unid., cut, npt, npt, sheet, jun, date, coordination, cutting cuts, flat, description, prof. responsable, scale, drawing, typical classroom manual, npt, cut, north south structure, window, door, description, width, high, superboard iron, quantity, unid., superboard iron, superboard iron, unid., superboard iron, unid., superboard iron, unid., superboard iron, interior, superboard iron, unid., unid., classroom, sheet, date, coordination, metallic structures, flat, description, prof. responsable, scale, drawing, jun, typical classroom manual, south elevation, lintel, ledge, post, diagonal, upright, elev. tijeral, esc., post, bi:, flange sup., knot, knot, screws, angles, screws, knots, knot, screws, screws, screws, knots, screws, knot, screws, section of tijeral, typical lintel, bs bi, typical lintel knot, screws, elevation tijeral, post

Raw text data extracted from CAD file:

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RESPONSABLE ESCALA 1/50 DIBUJO MANUAL DE AULA TIPICA 6.147×17.029ml 0.15 5 0.15 0.05 DETALLE TIPICO DE LOSA (f’c=210 kg/cm2) (ESC. 1/10) 1/4″@0.25 4d1/2″ d1/4″@.25 EN 2 SENTIDOS Fº TEMPERATURA ANCLAJE DE RIEL Y PARANTE EN LOSA POSTE P1 90x25x0.45x L=80 cm 1 + 1 PERNOS DE EXPANSION DE 1/4″ x2″ LOSA 4 + 4 TORNILLO. 8×1″ S/E f’c = 210 Kg/cm2 : CONCRETO ACERO EN PERFILES : Fy = 2,500 Kg/cm2 ESPECIFICACIONES TECNICAS 180 gr/m2 ASTM A653 FI min. 2,200 kg/m2 : : ACERO GALVANIZADO : GRADO 2 (COMERCIALES) TORNILLOS FIBROCEMENTO DE 12 mm DE ESPESOR : PANELES : VELOCIDAD DEL VIENTO 80 Km/h : SOBRECARGA 30 Kg/m2 : ACELERACION SISMICA 0.2 g 0.8 kg/cm2 : RESIST. MIN. DEL SUELO A02 LAMINA FECHA COORDINACIÓN TABIQUERIA NPT+0.90m PLANO DESCRIPCIÓN PROF. RESPONSABLE ESCALA 1/50 DIBUJO DESCRIPCION ANCHO ALFEIZER ALTO P-01 1.22 2.44 – PUERTA V-01 1.22 1.22 VENTANA CANTIDAD CUADRO DE VANOS 1.22 8 Unid. 4 Unid. JUN 09 MANUAL DE AULA TIPICA 6.147×17.029ml NPT +0.000 NPT +0.150 ELEVACION SUR 1.219344765619688 2B V-01 V-01 P-01 4.457627419236415 2.925376775329338 NPT +4.458 NPT +3.075 2.439999999999998 0.4853767774252162 0.2499769169634973 0.1499999999999986 \W1;08 \W1;09 \W1;10 \W1;11 \W1;12 \W1;13 \W1;14 \W1;15 \W1;A \W1;B ELEVACION ESTE 5 5 02 01 0.6999999999999886 0.1500000000000057 3.32535369438871 1.132650500177051 0.249976919059371 0.3104999999997631 0.5989999999999895 0.310500000000161 0.5999999999999944 0.0499999999999972 0.0500000000000114 1.201380229149336 2.440000000000574 1.219999999999914 5 1.219999999999914 5 1.219999999999914 1.136032009710191 0.3300000000002896 2.550493216874457 5 5 0.8889692960526998 A04 LAMINA JUN 09 FECHA COORDINACIÓN ELEVACIONES PLANO DESCRIPCIÓN PROF. RESPONSABLE ESCALA 1/50 DIBUJO 5 0.0052262917398807 1.275145835230951 ESTRUCTURA ESTE-OESTE 3.000353694388725 1.488176847194961 a a a a a a a a DESCRIPCION ANCHO ALTO 1.220 2.440 Plancha Superboard 8mm CANTIDAD 04 Unid. 18 Unid. Plancha Superboard 8mm a b 1.220 1.220 Plancha Superboard 8mm 04 Unid. c 1.220 0.495 Plancha Superboard 8mm 18 Unid. d 1.220 0.250 Plancha Superboard 8mm 14 Unid. b b c c c c c c c 2.93535369438872 d d d d d d d e 1.220+1.201+1.275+1.571 Plancha Superboard 8mm 04 Unid. g 1.220+1.571+0.638+0.638+1.571 Plancha Superboard 8mm 02 Unid. f h 1.219999999999914 e f f g 0.250+0.300+0.324+0.344+0.610 1.570678482735445 f g EXTERIORES 1.201 1.571 1.571 1.571 1.275 1.220 1.220 0.638 0.638 MANUAL DE AULA TIPICA 6.147×17.029ml a e h 5 1.108799999999917 1.161899999999985 0.0050000000000026 1.161899999999907 P1 \W1;14 DESCRIPCION ANCHO ALTO CANTIDAD h 1.220+0.827+1.275+1.198 Plancha Superboard 8mm 04 Unid. e h 1.275 0.324 1.220 1.220 1.198 0.344 0.827 0.250 0.300 1.219344765619688 2A V-01 V-01 P-01 \W1;01 \W1;02 \W1;03 \W1;04 \W1;05 \W1;06 \W1;07 01 a a a a b b c c c c c c c d d d d d d d CORTE 01-01 \fArial|b0|i0|c0|p34;AULA 02 NPT +0.15 P-01 P-01 NPT +0.00 \W1;A \W1;B 5 5 5 0.249976919059371 2.92537677532934 0.1499999999999995 0.6099999999999994 0.4853767753293425 2.439999999999998 0.5203536943887173 1.219999999999914 2.440000000000573 1.117065395150988 1.079999999999991 0.612499999999983 A05 LAMINA JUN 09 FECHA COORDINACIÓN CORTES 1-1 y CORTE 2-2 PLANO DESCRIPCIÓN PROF. RESPONSABLE ESCALA 1/50 DIBUJO MANUAL DE AULA TIPICA 6.147×17.029ml \W1;01 \W1;02 \W1;03 \W1;04 \W1;05 \W1;06 \W1;07 V-01 V-01 1.220000000000084 0.6996463056111395 \fArial|b0|i0|c0|p34;AULA NPT +0.15 01 CORTE 02-02 0.0913844191329218 \W1;01 \W1;02 \W1;03 \W1;04 \W1;05 \W1;06 \W1;07 \W1;08 ESTRUCTURA NORTE – SUR VENTANA VENTANA PUERTA 3.000000000000001 0.4898536943889678 0.5981463056122358 1.219999999998794 1.224999999999994 1.21999999999878 a DESCRIPCION ANCHO ALTO 1.220 2.440 Plancha Superboard 8mm CANTIDAD 20 Unid. Plancha Superboard 8mm h 1.117 2.440 Plancha Superboard 8mm 08 Unid. i 1.117 0.520 Plancha Superboard 8mm 08 Unid. j 1.220 0.520 Plancha Superboard 8mm 32 Unid. k Plancha Superboard 8mm l INTERIORES a a 1.108799999999931 a a a h h i l j j j i j j b b b 1.220 1.220 Plancha Superboard 8mm 08 Unid. k k l j j j 1.111 2.440 1.111 0.520 08 Unid. 08 Unid. \W1;15 0.7999999999999972 1.200000000000003 k l l k \W1;14 \W1;08 AULA 01 (2A) AULA 02 (2B) A03 LAMINA FECHA COORDINACIÓN ESTRUCTURAS METALICAS PLANO DESCRIPCIÓN PROF. RESPONSABLE ESCALA 1/50 DIBUJO JUN 09 MANUAL DE AULA TIPICA 6.147×17.029ml ELEVACION SUR P1 : 2 89x38x9x0.45 + 2 90x25x.45×10 cm @.40 (ESC. 1/50 ) P2 : 89x38x9x0.45 @.60 T : 65x25x.45 P1 5 U 90x25x0.45 P1 P1 P1 P1 P1 P1 5 P2 P2 P2 90x25x0.45 T T T T P1 P2 T U 90x25x0.45 DINTEL ALFEIZAR 90x25x0.45 + 89x38x9 90x25x0.45+ 89x38x9x0.45 POSTE P1 89x38x9x0.45 : DIAGONAL 89x38x9x0.45 : MONTANTE d : m : ELEV. TIJERAL ESC. : 1/50 d m d d d m m 0.6099999999999142 6.099999999999909 0.6099999999999142 7 5 3 9 2 4 6 8 10 11 POSTE P1 m BS BI: P1 : 2 89x38x9x0.45 + 2 90x25x.45×10 cm @.40 m 90x25x0.45 + 89x38x9 BS BRIDA SUP. BRIDA SUP. 0.7300000000002456 0.7299999999997908 0.7706662452990258 0.7839515416033009 1.084719176786962 NUDO 3 m BI BS NUDO 2 4 TORNILLOS 8×13 P1 BI 2 ANGULOS 4″x4″x2mm 2+2 TORNILLOS 8×13 P/B 4 TORNILLOS 8×13 NUDOS 4,6,8 y 10 m d m P 1.5 mm L NUDO 11 4 TORNILLOS 8×13 3 TORNILLOS 8×13 BS 6 TORNILLOS 8×13 6 TORNILLOS 8×13 0.6843943718754417 0.4550786169106686 4 TORNILLOS 8×13 NUDOS 5,7 y 9 d m BI 4 TORNILLOS 8×13 NUDO 12 d m BI d 3 TORNILLOS 8×13 BS SECCION DE TIJERAL BI (ESC..1/10) m ó d 90x25x0.45 DINTEL TIPICO 0.55 m d BS BS y BI : m d m y d : C89x38x9x0.45 m y d : 89x38x0.45 NUDO TIPICO DE DINTEL BI BS : m d 0.60 2 + 2 TORNILLOS 8×13 ELEVACION TIJERAL POSTE P1 POSTE P1 1.079999999999984