Structural Classroom DWG Block for AutoCAD

Add the Classroom architectural design.

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

modifications, execute, date, date :, file :, drawer :, coordinator :, calculation :, content :, project :, version, aprobo :, specifications :, asp, winery, free zone, cuts and beams of foundation, ifar, nam , alfredo santander palaces, commercial winery, foundation plant, ing cristian gonzalez peak, seismic bogota :, group of use :, system of seismic resistance :, materials :, mpa, loads :, microzonifizacion, soil profile :, walls, plates of subfloor, and stair beams, tank plate, architectural floor, parking, access parking, kitchen, cafeteria, office, master, area lot, const. warehouse, free area, table of areas, a-cut, side view, cutting of beams., designation of the bar, Colombian standards of design and construction earthquake, for the folding of stirrups, for the bending of the reinforcement bars main., both directions, vacuum, cleaning mortar, reinforcement, section, column cut, depth, foundation, shoe cut, with epoxy resin, seal with silicone, Styrofoam sheet or similar, the reinforcements indicated are a guide that varies according to the calculations made for the site and other features of the construction, styrofoam block, top detail of columneta, detail non-structural elements., scheme, rod no., quantity, list of steels foundation beams .

Raw text data extracted from CAD file:

MODIFICACIONES EJECUTO N° FECHA M D A FECHA: ARCHIVO: PROYECTO N°: DIBUJANTE: COORDINADOR: CALCULO: CONTENIDO: PROYECTO: VERSION PLANO N° ? APROBO: ESPECIFICACIONES: A.S.P. Mat 9006 CND BODEGA ZONA FRANCA CARRERA 106 Nº 15 -25 LOTE 34 MANZANA 5 CORTES y VIGAS DE CIMENTACION I.F.A.R. N.A.M. 22-02-05 05-094 05-094-CIM 4 0 ALFREDO SANTANDER PALACIOS BODEGA COMERCIAL CARRERA 38 # 36 10 SECTOR VILLA JULIA. PLANTA DE CIMENTACION I.F.A.R. ING CRISTIAN GONZALEZ PICO 21 DE MAYO DEL 2007 07-0004 07-001-META 1 0 ING CRISTIAN GONZALEZ PICO Ver cortes en plano N° 1 SISMICA BOGOTA: Kg/m² GRUPO DE USO: GRUPO DE USO I = 1.0 Zonas 4 SISTEMA DE RESISTENCIA SISMICA: PORTICOS DE CONCRETO (DMO) Ro=5.0 d >3/8″ MATERIALES: Kg/cm² fy= 4200 f’c= 210 420 Kg/cm² MPa 21 MPa CARGAS: ACABADOS= 100 MICROZONIFIZACION Kg/m² (Entrepiso) VIVA= 500 Kg/m² (Cubierta) VIVA= 50 PERFIL DE SUELO: S2 = 1.20 Aa = 0.20 BODEGA ZONA FRANCA CARRERA 106 Nº 15 -25 LOTE 34 MANZANA 5 MUROS, PLACAS DE CONTRAPISO Y VIGAS DE ESCALERA I.F.A.R. N.A.M. 22-02-05 05-094 05-094-CIM 5 0 ALFREDO SANTANDER PALACIOS \A1;3000 \A1;3000 \A1;2800 \A1;2800 \A1;2900 \A1;2950 \A1;2800 \A1;3375 \A1;25125 \A1;20475 \A1;16725 \A1;25000 \A1;4950 \A1;5000 \A1;5000 \A1;5000 \A1;5000 \A1;4425 \A1;34700 \A1;3300 \A1;3029 \A1;1429 \A1;1000 \A1;3000 \A1;1500 \A1;5000 \A1;1500 \A1;4925 \A1;4500 \A1;4649 \A1;150 \A1;8976 \A1;2850 \A1;1000 \A1;4000 \A1;1125 \A1;4000 \A1;4000 \A1;4000 \A1;4525 \A1;350 \A1;5000 \A1;875 \A1;875 \A1;4000 \A1;1500 \A1;3000 \A1;1125 \A1;16900 \A1;1 \A1;17 \A1;4 \A1;1 \A1;17 \A1;4 \A1;1 \A1;2 \A1;4 \A1;3 \A1;3 \A1;3 \A1;3 \A1;3 \A1;3 \A1;3 \A1;3 \A1;25 \A1;20 \A1;17 \A1;25 \A1;5 \A1;1 \A1;2 \A1;4 \A1;3 \A1;11 \A1;0 \A1;0 \A1;17 \A1;11 \A1;0 \A1;0 \A1;17 \A1;11 \A1;11 \A1;2 \A1;4 \A1;4 \A1;1787 \A1;4 \A1;4 \A1;4 \A1;5 \A1;2 \A1;5 \A1;5 \A1;5 \A1;0 \A1;9 \A1;3 \A1;1 \A1;4 \A1;1 \A1;4 \A1;4 \A1;4 \A1;5 \A1;0 \A1;5 \A1;1 \A1;1 \A1;4 \A1;2 \A1;3 \A1;1 \A1;17 \A1;3 \A1;2 \A1;5 \A1;5 \A1;5 \A1;5 \A1;5 \A1;4 \A1;35 \A1;11 \A1;2 \A1;4 \A1;4 \A1;1773 \A1;5 \A1;3 \A1;4 \A1;5 \A1;0 \A1;7 \A1;2 \A1;1 \A1;1 \A1;3 \A1;1 \A1;1 \A1;16.55 \A1;9.77 \A1;5.44 \A1;4.95 \A1;9.77 \A1;29.92 \A1;5.22 \A1;6.41 \A1;4.92 \A1;5.29 \A1;6.41 \A1;4.92 \A1;9.77 \A1;9.77 \A1;5.44 \A1;4.95 \A1;16.63 \A1;9.77 \A1;5.44 \A1;4.95 \A1;9.77 \A1;29.92 \A1;5.29 \A1;6.41 \A1;4.92 \A1;4.95 \A1;4.95 \A1;5.29 \A1;6.41 \A1;4.92 \A1;9.77 \A1;9.77 \A1;5.44 \A1;4.95 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;1.00 \A1;1.00 \A1;.35 \A1;.35 \A1;1.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;L \A1;M \A1;C \A1;L \A1;C \A1;C \A1;L \A1;L \A1;M \A1;. \A1;.40 \A1;3.85 \A1;0.40 \A1;0.60 \A1;3.85 \A1;.35 \A1;1.00 \A1;1.00 \A1;S \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;S=1.5m \A1;.125 \A1;.10 \A1;.125 \A1;.10 \A1;.125 \A1;.10 \A1;.125 \A1;.125 \A1;.10 \A1;.125 \A1;.10 \A1;.12 \A1;.10 \A1;1.00 \A1;1.00 \A1;.10 \A1;.125 \A1;S \A1;S \A1;S PLACA TANQUE 3.00 1 No 3 c/.15 .15 1 No4 c/.22 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ARQUITECTONICA PARQUEADEROS ACCESO PARQUEADERO COCINA CAFETERIA 5 5 5 5 5 5 5 5 5 5 5 5 5 OFICINA MASTER 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA LOTE AREA CONST. BODEGA AREA LIBRE 1932 M2 516 M2 1416 M2 CUADRO DE AREAS PLANTA DE CIMENTACION 15 F c/.10 VIGA-1 Son 2 19 .29 .10 394F3 L=1.16m 25×35 VIGA-2 A Son 3 .19 .29 .10 25×35 5 5 5 5 5 CORTE A -A 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 PLANTA ARQUITECTONICA PARQUEADEROS ACCESO PARQUEADERO COCINA CAFETERIA 5 5 5 5 5 5 5 5 5 5 5 5 5 OFICINA MASTER 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VISTA LATERAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA LOTE AREA CONST. BODEGA AREA LIBRE 1932 M2 516 M2 1416 M2 CUADRO DE AREAS A D 5 5 1 2 3 4 5 5 5 5 B C A D B C 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 B C D 15 F c/.10 30 F c/.20 15 F c/.10 15 F c/.10 30 F c/.20 15 F c/.10 15 F c/.10 15 F c/.10 15 F c/.10 7c/.20 10c/.20 15 c/.10 15 c/.10 15 c/.10 15 c/.10 15 c/.10 15 c/.10 14 F c/.20 20 F c/.20 12 F c/.20 A D 5 5 1 2 3 4 5 5 5 5 B C A D B C 5 5 5 5 C1 C1 VIGA-2 25X35 VIGA-1 25X35 VIGA-2 25X35 VIGA-2 25X35 VIGA-1 25X35 VIGA-3 25X35 VIGA-3 25X35 VIGA-3 Son 2 25×35 .19 .29 .10 4 5 5 15 F c/.10 15 F c/.10 7c/.20 3#4 L=7.30m 5#4 L=9.0m 3#4 L=8.30m 4#4 L=9.0m 3#4 L=5.50m 3#4 L=6.50m 3#4 L=4.0m 3#4 L=6.50m 3#4 L=4.80m 3#4 L=8.30m 3#4 L=2.80m 3#4 L=6.50m 5#4 L=6.0m 3#4 L=4.80m 3#4 L=4.80m 3#4 L=9.0m 3#4 L=4.80m 3#4 L=5.15m .20 .20 .20 .20 3#4 L=5.15m DESPIECE DE VIGAS. 408F3 L=1.16m 74F3 L=1.16m 15 F c/.10 VAC-1 Son 2 394F3 L=1.36m 30×40 VAC-2 A Son 3 30×40 1 2 3 4 5 5 5 5 5 5 5 5 B C D 15 F c/.10 30 F c/.20 15 F c/.10 15 F c/.10 30 F c/.20 15 F c/.10 15 F c/.10 15 F c/.10 15 F c/.10 7c/.20 10c/.20 15 c/.10 15 c/.10 15 c/.10 15 c/.10 15 c/.10 15 c/.10 14 F c/.20 20 F c/.20 12 F c/.20 VAC-3 Son 2 30×40 4 5 5 15 F c/.10 15 F c/.10 7c/.20 3#4 L=7.30m 3#4 L=9.0m 3#4 L=8.30m 3#4 L=9.0m 3#4 L=5.50m 3#4 L=6.50m 3#4 L=4.0m 3#4 L=6.50m 3#4 L=4.80m 3#4 L=8.30m 3#4 L=2.80m 3#4 L=6.50m 3#4 L=6.0m 3#4 L=4.80m 3#4 L=4.80m 3#4 L=9.0m 3#4 L=4.80m 3#4 L=5.15m .20 .20 .20 .20 3#4 L=5.15m 408F3 L=1.36m 74F3 L=1.36m .24 .34 .10 V.A.C-1 30X40 V.A.C-2 30X40 V.A.C-3 30X40 V.A.C-3 30X40 V.A.C-2 30X40 V.A.C-2 30X40 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 .24 .34 .10 .24 .34 .10 DESIGNACION DE LA BARRA (1) GANCHOS SISMICOS PARA ESTRIBOS EN ESTRUCTURAS CON C DESIGNACION DE LA BARRA L RESISTENTE (NSR-98), CAPITULO C-7 NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCION SISMO Y ESPECIAL (DES) CAPACIDAD DE DISIPACION DE ENERGIA SISMICA MODERADA (DMO) db db L 362 316 272 189 151 131 113 M (1) GANCHO 135° Para el doblamiento de estribos. 406 355 306 143 114 86 58 444 388 334 158 126 94 64 152.4 133.2 114.6 63.6 50.8 38.0 25.6 C L GANCHO 90° D N° 8 N° 7 N° 6 N° 5 N° 4 N° 3 N° 2 Para el doblamiento de la barras de refuerzo principal. 774 609 549 488 406 355 306 254 203 152 102 GANCHO 90° 1031 887 683 616 547 444 388 334 278 222 166 112 516 358 323 287 203 178 153 127 102 76 51 430 322 291 258 203 178 153 127 102 76 51 915 649 586 521 381 333 286 238 190 142 96 430.0 286.4 258.4 229.6 152.4 133.2 114.6 95.4 76.2 57.0 38.4 L M C L GANCHO 180° D N° 14 N° 11 N° 10 N° 9 N° 8 N° 7 N° 6 N° 5 N° 4 N° 3 N° 2 M N° 18 1183 688 573 1219 573.0 C d L TABLA (en mm) PARA GANCHOS ESTANDAR M C L C d Z1 35X35 3N5 AMBOS SENTIDOS 0.96 .15 12N4c/20 L: 1.30 MtS AMBOS SENTIDOS F3c/ 15 F3c/ .07 . .40 3.85 V.A.C .15 12N4c/20 Z1 (1.0mX1.0m) mortero de limpieza N – 1.0 m N +/- 0.00 30×30 <> V.A.C N +/- 0.00 0.25 5 8F3C/0.1 12F3c/20 8F3C/0.1 3N5 -4.75m 5 .35 REFUERZO SECCION C/10 C/15 LONG=1.16 M FN3 3N5 .30 .30 .10 .24 .24 CORTE DE COLUMNA C1 – PROFUNDIDAD N -1.00 DE CIMENTACION 3N5 3N5 -4.75m 5 5 N+3.85m N±0.00m N-1.00m 0.25 0.25 0.25 CORTE DE ZAPATA Z1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 0.25 0.25 Dilatacion 1.5cm (dejar icopor o similar d2 de 1.5cm) Dilatacion 1cm (dejar icopor o similar 2m Separacion maxima entre columnetas Son 2d 4mm c / 4 Hiladas 1 d 3/8″ L=luz libre -5cm 1 d 3/8″ L=30cm anclados 10cm 1 d 1/2″ L=50 cm anclada 12cm con resina epóxica d1 R4 R3 con resina epóxica de 1cm) R1 R2 S S S R4 R4 R3 R4 R1 R3 R3 Detalle 1 C1 d2 C1 C1 d2 R5 R2 \A1;d1 R2 R2 R4 C1 R2 S R4 C1 R3 R2 S Columneta de 0.10 x 0.125 C1 Detalle 1 Detalle 1 R6 2 d 3/8″ Corridas. R5 1 d 3/8″ para dividir luz del dintel R6 2 #3 2 d 1/4″ R7 R5 R7 R5 R7 V2 C2 C2 .15 .15 .20 .20 S=1.5m Columneta S=10×12.5 C2 Cinta de 12.5×10 V2 3cm 7cm CORTE 9 – 9 .125 .10 Bloque N°5 Ganchos d1/4″ c/.25 2#3 CINTA 125.X10 CORTE 1 – 1 Enchape 4cm Junta 1.5cm Sellar con silicona .125 Bloque N°5 Lámina de icopor o similar CORTE 2- 2 .10 Sellar con silicona d1 = 1cm .125 Lámina de icopor o similar R3 Las armaduras que se indican son una guia que varia segun los calculos que se hagan para el sitio y demas caracteristicas de la construccion R1 R1 6 6 V1 .10 .125 V1 CORTE 6 – 6 2#3 Gancho d1/4″ cada 0.30 9 9 .125 2d1/4″ Bloque N°5 .10 .125 .10 10 10 CORTE 10 – 10 Gancho d1/4″c/.30 ELEMENTOS DE FACHADA EN BLOQUE Nº 5 CON VANOS ANTEPECHOS Y PARAPETOS EN BLOQUE N°5 Junta 1cm R2 1#4 L=50 cm anclada 12cm ELEMENTOS DE FACHADA CON ENCHAPE EN BLOQUE Nº 5 Bloque de Icopor Lámina de icopor o similar Detalle superior de columneta con bloque de icopor h=10cm DETALLE 1 C1 .12 R1 .10 Bloque N°5 d1 d2 R3 R4 1#3 L=30cm anclados 10cm Dilatacion 1.5cm (dejar icopor o similar Dilatacion 1cm (dejar icopor o similar con resina epóxica 1#3 L=luz libre -5cm con resina epóxica de 1cm) de 1.5cm) 1.0m Separacion maxima entre columnetas 1.00 1.00 COLUMNETA C1 Bloque N°5 R3 .10 R4 .125 R1 S R4 1 R3 d2 C1 Detalle 1 R2 1 R1 R3 R1 C1 R1 \A1;d1 R2 Detalle 1 Son 2d 4mm c / 4 Hiladas R4 R3 C1 d2 Detalle 1 R2 2 2 DETALLE ELEMENTOS NO ESTRUCTURALES. 3#4 L=9.0m 3#4 L=6.50m 3#4 L=4.0m 3#4 L=6.50m 3#4 L=4.80m 3#4 L=8.30m 3#4 L=2.80m 3#4 L=6.50m 3#4 L=6.0m 3#4 L=4.80m 3#4 L=4.80m 3#4 L=9.0m 3#4 L=4.80m 3#4 L=5.15m 3#4 L=5.15m 3#4 L=9.0m 3#4 L=5.50m 1.36 394 3 4 8.30 6 4 5.00 6 4 7.50 6 4 8.50 6 V.A.C 1- 30 x 40 Son:2 E = 394 4 5.50 6 4 9.00 .10 .34 .24 F3 0.20 0.20 0.20 0.20 6 3#4 L=7.30m 3#4 L=8.30m 4 4.00 6 4 6.50 6 4 6.50 6 4 9.00 6 0.20 0.20 0.20 0.20 ESQUEMA VARILLA No. LONGITUD (m) CANTIDAD LISTA DE ACEROS VIGAS DE CIMENTACION. 4 5.00 4 5.00 4 3.00 9 4 5.00 9 V.A.C 2 – 30 x 40 Son:3 E =408 4 6.00 9 4 9.00 9 9 9 4 6.50 9 3 .10 .34 .24 F3 1.36 9 0.20 0.20 0.20 0.20 4 5.55 9 4 5.55 9 V.A.C 3 – 30 x 40 Son:1 E = 30 1.36 394 3 .10 .34 .24 F3 3#4 L=9.0m 3#4 L=6.50m 3#4 L=4.0m 3#4 L=6.50m 3#4 L=4.80m 3#4 L=8.30m 3#4 L=2.80m 3#4 L=6.50m 4#4 L=6.0m 3#4 L=4.80m 3#4 L=4.80m 3#4 L=9.0m 3#4 L=4.80m 3#4 L=5.15m 3#4 L=5.15m 5#4 L=9.0m 4#4 L=5.50m 1.36 394 3 4 8.30 6 4 5.00 6 4 7.50 6 4 8.50 6 VIGA 1- 25 x 35 Son:2 E = 394 4 5.50 8 4 9.00 .10 .34 .24 F3 0.20 0.20 0.20 0.20 10 3#4 L=7.30m 3#4 L=8.30m 4 4.00 6 4 6.50 6 4 6.50 6 4 9.00 6 0.20 0.20 0.20 0.20 ESQUEMA VARILLA No. LONGITUD (m) CANTIDAD LISTA DE ACEROS VIGAS DE CIMENTACION. 4 5.00 4 5.00 4 3.00 9 4 5.00 9 VIGA 2 – 25 x 35 Son:3 E =408 4 6.00 9 4 9.00 9 9 9 4 6.50 9 3 .10 .34 .24 F3 1.36 9 0.20 0.20 0.20 0.20 4 5.55 9 4 5.55 9 VIGA 3 – 25 x 35 Son:1 E = 30 1.36 394 3 .10 .34 .24 F3 (C1) COLUMNA – 30 x 30 Son: 16 5 4.75 48 1.16 448 3 0.24m 0.24m .10 5 4.75 48 (Z1) ZAPATA – 1.0 x 1.0 Son: 16 3 1.30 192 0.15 1.0 m 12Nº3-c/20 cm – L =1.30 m 0.15 Son:10 en total 3N5-L=4.75 3N5-L=4.75 0.25 0.25 0.25 0.25 BODEGA ZONA FRANCA CARRERA 106 Nº 15 -25 LOTE 34 MANZANA 5 CORTES y VIGAS DE CIMENTACION I.F.A.R. N.A.M. 22-02-05 05-094 05-094-CIM 3 0 ALFREDO SANTANDER PALACIOS