Detail Of Foundation DWG Detail for AutoCAD

DETAIL OF FOUNDATION

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

administrative block, esc:, chemical laboratory, biology lab, runner, floor tile venetian, institutional image, s.h., entry, students, venetian tile, rosello type terrazzo, silver gray similar, entry, students, venetian tile, rosello type terrazzo, silver gray similar, stairs, rubbed cement, stairs, rubbed cement, polished cement floor, s.h., polished cement floor, shut up, Deposit, polished cement floor, public relations, Deposit, coated with majolica, concrete table, table, coated with majolica, concrete table, coated with majolica, concrete table, coated with majolica, concrete table, wall slate, with tizero, gas booth, existing, dental office, Deposit, s.h., wall slate, with tizero, venetian tile, rosello type terrazzo, silver gray similar, venetian tile, rosello type terrazzo, silver gray similar, venetian tile, rosello type terrazzo, silver gray similar, venetian tile, rosello type terrazzo, silver gray similar, psychology, venetian tile, rosello type terrazzo, silver gray similar, D.E.P., p. cmnt. pul, first level, table, Ministry of Education, Republic of Peru, see picture, typical anchorage in beams, will be placed on whenever this difference, the difference between the length developed, is greater than, note: in case you can not develop the length, beam, minimum, column, minimum bend radius, max., see plant, foundation run cuts, floor, compacted, bending detail of stirrups, esc, column confinement detail, see picture, sole, n.f.z, esc .:, nfp, floor, compacted, see plant, doors, floor, compacted, of medium stone, overcoming, large stone, overcoming, concrete cycle, for foundation layout see architectural plan, the numbers in parenthesis indicate the key to the distribution of iron stirrups, note:, floor, kind, column table, horizontal splices, see, detail, respective, splicing detail, splicing in different, parties trying to do, confinement zone, the splices outside the, splicing length, in columns, section, esc, columneta in first level, esc, see detail, roof slab, overcoming, foundation, esc, see detail, roof slab, floor tile, columns for mooring of tabiqueria, columneta in typical level, esc, detail, pvc tube, tecknopor, bar of, max.

Raw text data extracted from CAD file:

A 00-X-0000 A 00-X-0000 A 00-X-0000 A 00-X-0000 A 00-X-0000 A 00-X-0000 \A1;54.74 \A1;11.61 \A1;54.74 \A1;11.61 \A1;7.46 \A1;4.04 \A1;3.43 \A1;5.13 \A1;3.71 \A1;3.71 \A1;3.72 \A1;3.39 \A1;.34 \A1;3.56 \A1;3.72 \A1;3.71 \A1;3.72 \A1;5.14 \A1;3.40 \A1;4.02 \A1;3.43 1 A 2 3 4 5 6 7 8 10 11 12 13 14 15 16 9 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 9 B C A B C -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 -3432.039463760816 2 AR-003 1 AR-003 3 AR-003 4 AR-003 C AR-002 D AR-002 C AR-002 D AR-002 A AR-002 B AR-002 A AR-002 B AR-002 BLOQUE ADMINISTRATIVO ESC: 1/75 LABORATORIO DE QUÍMICA LABORATORIO DE BIOLOGÍA CORREDOR NPT=+0.20 PISO LOSETA VENECIANA IMAGEN INSTITUCIONAL Y S.H. 1 INGRESO ALUMNOS NPT=+0.20 LOSETA VENECIANA .30x.30 TIPO ROSELLO TERRAZO Nº23 GRIS PLATA O SIMILAR INGRESO ALUMNOS NPT=+0.20 LOSETA VENECIANA .30x.30 TIPO ROSELLO TERRAZO Nº23 GRIS PLATA O SIMILAR ESCALERA Nº 1 NPT=+0.20 CEMENTO FROTACHADO ESCALERA Nº 2 NPT=+0.20 CEMENTO FROTACHADO NPT=+0.10 PISO CEMENTO PULIDO 1 2 3 4 5 6 S.H. 4 PISO CEMENTO PULIDO NPT=+0.20 APAFA DEPÓSITO PISO CEMENTO PULIDO NPT=+0.20 RELACIONES PÚBLICAS DEPÓSITO REVESTIDO CON MAYOLICA MESA DE CONCRETO MESA N°2 MESA N°2 MESA N°2 MESA N°2 MESA N°2 MESA N°2 MESA N°2 MESA N°2 REVESTIDO CON MAYOLICA MESA DE CONCRETO REVESTIDO CON MAYOLICA MESA DE CONCRETO REVESTIDO CON MAYOLICA MESA DE CONCRETO PIZARRA MURAL CON TIZERO CASETA DE GAS EXISTENTE CONSULTORIO DENTAL 1 2 3 4 5 6 1 2 DEPÓSITO 1 2 S.H. 2 S.H. 3 S.H. 5 PIZARRA MURAL CON TIZERO LOSETA VENECIANA .30x.30 TIPO ROSELLO TERRAZO Nº23 GRIS PLATA O SIMILAR NPT=+0.20 LOSETA VENECIANA .30x.30 TIPO ROSELLO TERRAZO Nº23 GRIS PLATA O SIMILAR NPT=+0.20 LOSETA VENECIANA .30x.30 TIPO ROSELLO TERRAZO Nº23 GRIS PLATA O SIMILAR NPT=+0.20 LOSETA VENECIANA .30x.30 TIPO ROSELLO TERRAZO Nº23 GRIS PLATA O SIMILAR NPT=+0.20 PSICOLOGÍA LOSETA VENECIANA .30x.30 TIPO ROSELLO TERRAZO Nº23 GRIS PLATA O SIMILAR NPT=+4.09 DEP. P. CMNT. PUL. NPT=+0.20 \A1;1.89 \A1;3.89 \A1;5.94 \A1;.80 \A1;.18 \A1;1.28 \A1;.80 \A1;4.83 \A1;1.40 \A1;3.18 \A1;.10 \A1;3.08 \A1;1.85 \A1;.25 \A1;1.89 \A1;.28 \A1;3.91 \A1;.28 \A1;1.40 \A1;.43 \A1;.95 \A1;.43 \A1;.40 \A1;3.46 \A1;.27 \A1;3.18 \A1;.32 \A1;4.81 \A1;.32 \A1;3.39 \A1;.32 \A1;3.39 \A1;.31 \A1;.32 \A1;4.83 \A1;.32 \A1;3.36 \A1;.40 PRIMER NIVEL MESA N°1 MESA N°1 MESA N°1 MESA N°1 MESA N°1 MESA N°1 MESA N°1 MESA N°1 \A1;.80 \A1;3.67 \A1;3.67 \A1;.87 \A1;.26 \A1;1.74 \A1;.80 \A1;1.55 \A1;.58 \A1;6.87 \A1;1.85 \A1;.25 \A1;1.89 \A1;.28 \A1;3.91 \A1;.28 \A1;1.40 \A1;.43 \A1;.95 \A1;.38 \A1;.40 \A1;.98 \A1;.25 \A1;6.01 \A1;4.81 \A1;.32 \A1;3.39 \A1;.32 \A1;3.39 \A1;.32 \A1;3.40 \A1;.32 \A1;3.07 \A1;.32 \A1;.32 \A1;3.24 \A1;.32 \A1;3.40 \A1;.32 \A1;3.39 \A1;.32 \A1;3.40 \A1;.32 \A1;4.80 \A1;5.90 \A1;.30 \A1;.97 \A1;.40 MINISTERIO DE EDUCACION REPUBLICA DEL PERU VER CUADRO VER CUADRO @.10 .10 .05 .60 .10 .60 .05 2 1/4″ @.10 20 .20 .60 .30 .30 .30 .30 .25 .25 .25 .50 \A1;a \A1;a \A1;b Anclaje típico en vigas SE COLOCARA EN “b”. SIEMPRE QUE ESTA DIFERENCIA LA DIFERENCIA ENTRE “a” Y LA LONGITUD DESARROLLADA SEA MAYOR QUE “b”. NOTA: EN CASO DE NO PODER DESARROLLAR LA LONGITUD “a”, VIGA 5/8″ 1/2″ 3/4″ 35 cm 28 cm 42 cm d a r MINIMO COLUMNA -305.7007440867382 1/2″ 20 cm 15 cm 23 cm 3/4″ 5/8″ 5 cm 4 cm 6 cm RADIO MINIMO DE DOBLEZ b -305.7007440867382 \A1;H/6 \A1;2H/3 \A1;L \A1;H/6 \A1;H .60 .40 .60 .40 \A1;d1/4″ 1@.05,4@.10,Re.25c/e \A1;.2000 \A1;.5000 \A1;.010 \A1;.125 \A1;.025 \A1;.1500 \A1;.20 \A1;.1500 \A1;d1/4″ 1@.05,4@.10,Re.25c/e \A1;4d1/4″@.10 e max. 5cm. e max. 5cm. e max. 5cm. VER PLANTA .30 .15 CIMIENTO CORRIDO – CORTES NFP+0.15 Suelo compactado Detalle de doblado de estribos ESC S/E d 1/4″ 3/8″ 1/2″ d d 17.5 cm 10 cm 15 cm Detalle de Confinamiento de Columnas .30 (TIP) .30 (TIP) VER CUADRO VER CUADRO @.10 5 5 .60 SOLADO 5 .30 (TIP) .30 (TIP) .60 5 2 1/4″ @.10 1@.05,4@.10 1@.05,5@.10 N.F.Z =-1.44 20 1@.05,4@.10 .20 ADICIONALES@.10 1@.05,5@.10 ESC.: 1/25 NFP =+0.16 .60 Suelo compactado 5 5 5 5 VER PLANTA PUERTAS Esc.1/25 .15 Suelo compactado 1:8 + 25 % de Piedra mediana Sobrecimiento cemento/hormigón 1:10 + 30 % de Piedra grande Sobrecimiento Concreto ciclopeo Cemento/hormigon – PARA TRAZADO DE CIMENTACION VER PLANO DE ARQUITECTURA – LOS NUMEROS ENTRE PARENTESIS INDICAN LA CLAVE PARA LA DISTRIBUCION DE FIERROS Y ESTRIBOS NOTA: C – 2 C – 1 1°PISO PISO TIPO CUADRO DE COLUMNAS ( I ) <> ( II ) <> 5 8d5/8″ .25x.50 d3/8″@.25 2 4d5/8″ .25x.25 d3/8″@.25 ( II ) ( I ) 5 EMPALMES HORIZONTALES a 3/4″ 5/8″ d 1/2″ 3/8″ 1/4″ VER DETALLE RESPECTIVO 30 cm 40 cm a 50 cm DETALLE DE EMPALMES Empalmar en diferentes partes tratando de hacer zona de confinamiento los empalmes fuera de la LONGITUD DE EMPALME (L) H/6 2H/3 3/4″d 5/8″d L H/6 H En columnas .55 .40 1/2″d .40 NFP+0.16 NFP+0.16 .60 5 NFC.-0.85 .60 5 NFC.-0.85 SECCION T-1 ESC 1:25 .20 5 COLUMNETA EN PRIMER NIVEL ESC 1:25 d1/4″ 1@.05,4@.10,Re.25c/e 4d1/4″@.10 VER DETALLE I LOSA DE TECHO a a 403/8″ SOBRECIMIENTO CIMIENTO d1/4″ 1@.05,4@.10,Re.25c/e ESC 1:25 5 (TIP.) VER DETALLE I LOSA DE TECHO a a LOSA DE PISO 403/8″ COLUMNETAS PARA AMARRE DE TABIQUERIA COLUMNETA EN NIVEL TIPICO ESC 1:25 DETALLE 1 TUBO d 5/8″ PVC 5 .010 .125 .025 5 TECKNOPOR BARRA DE 5/8″ e max. 5cm. e max. 5cm. e max. 5cm. 4d1/2″ d1/4″@.25