Building Foundation Departments DWG Detail for AutoCAD

Foundation of an apartment building with structural details of assembling the counter – girders; shoes; grills; columns and castles; including architectural plants .

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

access, n.p.t., output of, electric simbology, three way damper, simple eraser, simple contact, center, measurer, Switchboard, security switch, line piped by slab, line piped by, cfe attack, wall floor, nm., bomb, circuit, first level, low level, load box, level, bomb, total, total watts, the phase, total installed load, connection boxes, north, its T., column, var., its T., its T., var., reinforced armex, with var., column, castle, lock, reinforced armex, with var., reinforced armex, with var., var., its T., lock, General notes, countertops, armex castle reinforced with, the dimensions of the architectural plan govern., the diameter of the rod is given by number., the enclosed castles are without scale., the foundation will settle on firm ground a depth, the quality of the materials will be: steel, not smaller cm., Specifications:, do not. of plan:, graphic scale, departments, dimensions:, date:, draft:, owner:, Location:, blueprints:, drawing:, scale:, construction worker:, meters, column, var., its T., var., reinforced armex, column, castle, lock, reinforced armex, var., its T., lock, with var., with var., low level, top floor, c ”, ceiling height up to, off the steps, goes up, ban, cellar, kitchen, dinning room, living room, bedroom, ban, bedroom, living room, dinning room, kitchen, column, var., its T., reinforced armex, with var., castle, column with est., column, var., its T., column with est., its T., var., column, column with est., column, var., its T., column with est., var., its T., contrabate, contratrabe with est. see, July, structural foundation, c ”, var., its T., contrabate, shoe, shoe template, shoe template, its T., its T., its T., armex castle reinforced with, column, var., its T., reinforced armex, with var., castle, column with est., column, var., its T., column with est., its T., var., column, column with est., column, var., its T., column with est., var., its T., contrabate, contratrabe with est., its T., var., its T., chain, single chain with est., shoes, shoe rack, isolated footing, running shoe, shoe rack, its T., its T., shoe of, its T., its T., its T., its T., its T., foundation

Raw text data extracted from CAD file:

C1 Z1 D1 CT1 acceso N.P.T. N.P.T.+2.70 SALIDA INCANDESCENTE DE SIMBOLOGIA ELECTRICA APAGADOR DE TRES VIAS APAGADOR SENCILLO CONTACTO SENCILLO CENTRO 100w MEDIDOR TABLERO DE DISTRIBUCION INTERRUPTOR DE SEGURIDAD LINEA ENTUBADA POR LOSA LINEA ENTUBADA POR ACOMETIDA CFE MURO O PISO DIAGRAMA UNIFILAR C-1 IP-20A C-2 30W 30 W IP-20A C-3 BOMBA IP-20A 7 5 CIRCUITO PRIMER NIVEL PLANTA BAJA C-1 C-2 30W 8W CUADRO DE CARGAS NIVEL 25W 5 3 —— 7 —— 6 BOMBA C-3 —— ——- —— 180W 500W —— 30W 8W 5 1 2 7 6 —– —– 10 1 TOTALES 12 3 6 11 1 3 17 TOTAL WATTS A B A LA FASE 2643 2238 500 2643 2238 500 5381 2643 2738 CARGA TOTAL INSTALADA CAJAS DE CONEXION 5381 W 30W 25W 8W 500W 180W 3 5 1 2 7 8W 30W 180W 10 6 6 500W \A1;3.17 -2841.769725499124 \A1;0.32 \A1;0.32 \A1;0.35 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.40 \A1;0.20 NORTE \A1;15.62 \A1;0.00 \A1;2.20 \A1;2.15 \A1;2.25 \A1;2.24 \A1;2.15 \A1;1.70 \A1;2.93 \A1;15.60 \A1;3.48 \A1;2.15 \A1;0.70 \A1;1.94 \A1;1.20 \A1;4.24 \A1;0.95 \A1;1.20 \A1;1.32 \A1;2.80 \A1;3.31 \A1;2.51 \A1;0.51 \A1;1.91 \A1;1.86 \A1;1.15 \A1;1.02 \A1;0.35 \A1;2.29 \A1;1.40 \A1;0.74 \A1;0.73 \A1;3.06 \A1;8.21 \A1;2.51 \A1;2.41 \A1;1.86 \A1;1.15 \A1;2.33 \A1;0.37 \A1;1.94 \A1;3.31 \A1;1.40 \A1;0.74 \A1;0.73 \A1;3.06 \A1;8.21 \A1;2.29 \A1;15.62 \A1;2.20 \A1;2.15 \A1;2.25 \A1;2.24 \A1;2.15 \A1;1.70 \A1;2.93 \A1;15.60 \A1;3.48 \A1;2.15 \A1;0.70 0.40 2#4 2#4 2#3 5 EST. #2 @ .05 5 EST. #2 @ .10 EST. #2 @ .10 5 EST. #2 @ .10 5 EST. #2 @ .05 0.40 0.40 \A1;1.20 0.40 1.15 0.15 0.60 0.40 1.15 0.15 0.60 0.45 0.45 0.40 1.15 0.50 0.40 1.40 0.15 0.60 0.80 0.75 0.25 1.20 0.15 0.40 0.40 0.40 1.20 0.25 0.25 0.32 Columna (CO-2) 4 VAR. 1/2 4 VAR. 3/8 EST. 1/4 @.15 5 0.35 EST. 3/8 @.10 4 VAR. 1/2 4 VAR. 3/8 5 ARMEX Reforzado con 2 VAR. 3/8 5 Columna (CO-4) Castillo (CO-2) 0.25 0.20 Trabe (T-1) ARMEX Reforzado con 2 VAR. 1/2 ARMEX Reforzado con 2 VAR. 3/8 4 VAR. 1/2 2 VAR. 3/8 EST. 1/4 @.15 Trabe (T-3) 5 5 E-1 NOTAS GENERALES CONTRATRABES CT-1 CASTILLO 0.15 X 0.20 ARMEX REFORZADO CON 2 #4 = K1 RIGEN LAS COTAS DEL PLANO ARQUITECTONICO. EL DIAMETRO DE LA VARILLA SE DA POR NUMERO. LOS DETALLES, TRABES, ZAPATAS, CASTILLOS Y CERRAMIENTOS ESTAN SIN ESCALA. LA CIMENTACION SE DESPLANTARA SOBRE TERRENO FIRME Y A UNA PROFUNDIDAD LA CALIDAD DE LOS MATERIALES SERA: ACERO fy= 4200 Kg/cm NO MENOR A 50 cm. ESPECIFICACIONES: No. DE PLANO: ESCALA GRAFICA DEPARTAMENTOS ACOTACIONES: FECHA: PROYECTO: PROPIETARIO: UBICACION: PLANOS: DIBUJO: ESCALA: RESIDENTE DE OBRA: Metros Columna (CO-2) 4 VAR. 1/2 4 VAR. 3/8 EST. 1/4 @.15 EST. 3/8 @.10 4 VAR. 1/2 4 VAR. 3/8 ARMEX Reforzado Columna (CO-4) Castillo (CO-2) Trabe (T-1) ARMEX Reforzado ARMEX Reforzado 4 VAR. 1/2 2 VAR. 3/8 EST. 1/4 @.15 Trabe (T-3) \A1;0.20 \A1;0.40 con 2 VAR. 3/8 con 2 VAR. 1/2 \A1;0.20 \A1;0.25 \A1;0.15 con 2 VAR. 3/8 \A1;0.20 \A1;0.35 \A1;0.32 \A1;0.32 A 5 5 5 5 5 5 5 2.93 5 5 5 0.70 5 D E F A D E F 2 5 7 8 9 9´ 1 1 2 5 7 8 9 9´ 1´ A \A1;2.25 \A1;2.20 \A1;2.15 \A1;2.25 \A1;2.24 \A1;2.15 1 \A1;1.70 \A1;2.93 \A1;15.60 \A1;3.48 \A1;2.15 \A1;0.70 \A1;15.62 C D E F C´ A C D E F C´ 2 3 4 5 6 7 8 9 9´ 1 1 2 3 4 5 6 7 8 9 9´ Planta baja Planta alta B B C” C” 7′ 7′ MURO, ALTURA LIMITE HASTA EL DESPALME DE LOS ESCALONES Sube PERALTE:17cm 5 5 5 5 5 5 1 2 3 5 6 7 8 9 10 11 12 13 14 15 16 4 BAN BAN WC M WC H BODEGA WC COCINA COMEDOR SALA RECAMARA 1 RECAMARA 2 BAN RECAMARA 1 SALA COMEDOR COCINA WC 17 Columna (C-2) 4 VAR. 1/2 4 VAR. 3/8 EST. 1/4 @.15 ARMEX Reforzado con 2 VAR. 3/8 Castillo (K-1) COLUMNA 0.32 X 0.32 CON 4 #3 y 4 #4 EST. #2 @ 15 = C2 Columna (C-3) 4 VAR. 1/2 4 VAR. 3/8 EST. 1/4 @.15 = C3 COLUMNA 0.25 X 0.25 CON 4 #3 y 4 #4 EST. #2 @ 15 EST. 3/8 @.10 4 VAR. 1/2 4 VAR. 3/8 Columna (C-4) = C4 COLUMNA d40 CON 4 #3 y 4 #4 EST. #3 @ 10 Columna (C-1) 4 VAR. 1/2 4 VAR. 3/8 EST. 1/4 @.15 COLUMNA 0.35 X 0.32 CON 4 #3 y 4 #4 EST. #2 @ 15 = CI 4 VAR. 1/2 2 VAR. 3/8 EST. 1/4 @.10 Contrabe (CT-1) = CT-1 CONTRATRABE 0.20 X 0.40 CON 4 #4 y 2 #3 EST. #2 @ .05, .10 Y .15 ( VER DETALLE) julio 2014 A 5 5 5 5 5 5 2.93 5 5 5 0.70 5 D E F A D E F 2 5 7 8 9 9´ 1 1 2 5 7 8 9 9´ Planta Estructural Cimentación B B C” C” 7′ 7′ 5´ 5´ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 6 5 5 5 5 5 5 5 5 5 C3 C3 C3 C3 C3 C1 C2 C2 C2 K1 K1 K1 K1 K1 K1 K1 K1 K1 C4 C4 C4 C3 C3 CD- 1 CT- 1 CT- 1 CT- 1 CT- 1 CT- 1 CT- 1 CT- 1 4 VAR. 1/2 2 VAR. 3/8 EST. 1/4 @.10 Contrabe (CT-1) 0.20 0.40 ZAPATA PLANTILLA DE ZAPATA DE 1.40 X 1.40 6 #3 8 #4 PLANTILLA DE ZAPATA DE 1.20 X 1.20 6 #3 8 #4 B h 2#4 2#4 2#3 5 EST. #2 @ .05 5 EST. #2 @ .10 EST. #2 @ .10 5 EST. #2 @ .10 5 EST. #2 @ .05 5 2#4 2#4 2#3 5 EST. #2 @ .05 5 EST. #2 @ .10 EST. #2 @ .10 5 EST. #2 @ .10 5 EST. #2 @ .05 0.40 2#4 2#4 2#3 5 EST. #2 @ .05 5 EST. #2 @ .10 EST. #2 @ .15 5 EST. #2 @ .10 5 EST. #2 @ .05 0.40 CASTILLO 0.15 X 0.20 ARMEX REFORZADO CON 2 #4 = K1 \A1;0.32 \A1;0.32 Columna (C-2) 4 VAR. 1/2 4 VAR. 3/8 EST. 1/4 @.15 \A1;0.20 ARMEX Reforzado con 2 VAR. 3/8 \A1;0.15 Castillo (K-1) COLUMNA 0.32 X 0.32 CON 4 #3 y 4 #4 EST. #2 @ 15 = C2 \A1;0.25 \A1;0.25 Columna (C-3) 4 VAR. 1/2 4 VAR. 3/8 EST. 1/4 @.15 = C3 COLUMNA 0.25 X 0.25 CON 4 #3 y 4 #4 EST. #2 @ 15 \A1;0.40 EST. 3/8 @.10 4 VAR. 1/2 4 VAR. 3/8 Columna (C-4) = C4 COLUMNA d40 CON 4 #3 y 4 #4 EST. #3 @ 10 \A1;0.32 \A1;0.35 Columna (C-1) 4 VAR. 1/2 4 VAR. 3/8 EST. 1/4 @.15 COLUMNA 0.35 X 0.32 CON 4 #3 y 4 #4 EST. #2 @ 15 = CI 4 VAR. 1/2 2 VAR. 3/8 EST. 1/4 @.10 Contrabe (CT-1) \A1;0.40 \A1;0.20 = CT-1 CONTRATRABE 0.20 X 0.40 CON 4 #4 y 2 #3 EST. #2 @ 10 2#4 2#4 2#3 5 EST. #2 @ .05 5 EST. #2 @ .10 EST. #2 @ .10 5 EST. #2 @ .10 5 EST. #2 @ .05 5 CD-1 4 VAR. 1/2 2 VAR. 3/8 EST. 1/4 @.10 CADENA (CD-1) = CD-1 CADENA SENCILLA 0.15 X 0.25 CON 4 #4 y 2 #3 EST. #2 @ 10 0.15 0.25 0.20 0.40 0.35 0.32 0.40 0.25 0.25 0.15 0.20 0.32 0.32 K1 CD- 1 CD- 1 CD- 1 CD- 1 CD- 1 CD- 1 CD- 1 CD- 1 CD- 1 CD- 1 CD- 1 ZAPATAS PARRILLA DE ZAPATA DE 1.40 X 1.40 6 #3 8 #4 ZAPATA AISLADA Z-1 ZAPATA CORRIDA Z-2 PARRILLA DE ZAPATA CORRIDA DE 1.20 5 6#3 8#4 5 5 5 6#3 8#4 5 5 5 5 6#3 8#4 5 EST. #2 @ 0.10 EST. #2 @ 0.10 5 5 5 6#3 8#4 5 5 EST. #2 @ 0.10 EST. #2 @ 0.10 5 5 5 5 0.45 0.45 0.40 0.50 1.40 1.15 0.40 0.60 0.15 ZAPATA DE 1.40 X 1.40 4#3 3#4 EST. #2 @ 0.10 4#3 4#4 EST. #2 @ 0.15 4#3 4#4 EST. #2 @ 0.15 3#4 4#3 4#3 4#4 EST. #2 @ 0.15 4#3 4#4 EST. #2 @ 0.15 5 5 5 5 5 5 3#4 4#3 0.25 0.75 0.80 0.40 0.15 1.20 5 5 5 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-1 Z-1 Z-1 5 5 Z-1A Z-1A cimentacion