Family Housing Structures DWG Detail for AutoCAD

Comprises the ground foundation; lightened ceiling; Shoe cuts and details

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

yam, pbase, pvgrid, pegct, pfgct, pegc, pegl, peg, pfgc, pgrid, pgridt, right, peglt, peg, pdgl, pdgr, msaravia access axis, pegct, pvgrid, pegct, pfgct, pegc, pegl, peg, pfgc, pgrid, pgridt, left, peglt, peg, pdgl, pdgr, axis access, pegct, pvgrid, pegct, pfgct, pegc, pegl, peg, pfgc, pgrid, pgridt, left, peglt, peg, pdgl, pdgr, plant foundation, esc., cut, cut, rto, rto, clay brick cm., tubular, brick detail, cut, cut, rto, cut, high, armor, width, both senses, long, kind, note for the stroke see architectural plans, shoe box, column table, section, kind, stirrups, cm., fc, sole, foundations, columns mooring beams, slabs, cm., fy, fc, cm., concrete, steel, bearing beams columns, Technical specifications, shoes, coatings, rest, fc, check in, ceiling lightened mt., esc., joists, typical detail of, column shoe, of slab, temp., indicated, scale:, date:, September, j. Sun Sun, drawing:, code:, sheet:, draft:, structure, flat:, occupation, prpietario:, district:, calleria, province:, ucayali, Department:, ucayali, region:, colonel portillo, mz. sub mz. lt. municipal urban habilitation, Mrs. marivel hernandez shapiaja

Raw text data extracted from CAD file:

NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR 2.60 3.75 3.85 4.50 5.40 0.10 0.10 0.45 0.50 0.65 0.30 0.30 0.10 0.50 0.35 0.45 0.10 \A1;0.15 \A1;0.24 \A1;0.12 0.10 0.10 0.45 0.50 0.65 0.30 0.10 0.10 0.45 0.50 0.65 0.30 0.15 0.10 0.10 0.45 0.50 0.65 0.30 \A1;.25 \A1;.15 \A1;.15 \A1;.15 2.60 3.75 3.85 4.50 5.40 1.20 0.80 0.70 0.75 1.20 0.80 0.70 0.75 1.20 0.80 0.70 0.75 \A1;.20 \A1;.25 \A1;.15 \A1;.20 0.25 3.60 0.25 4.25 0.25 5.15 0.25 0.80 0.10 0.10 0.10 0.10 0.15 0.15 0.15 0.50 0.05 1.50 0.95 0.20 0.20 0.10 2.50 0.35 \A1;.25 \A1;0.35 .30 .10 .10 .30 0.20 0.15 .10 .05 0.60 0.70 0.55 0.65 0.75 0.65 1.80 1.45 1.45 1.25 0.75 1.10 1.80 1.45 1.45 1.25 0.75 1.10 0.25 3.60 0.25 4.25 0.25 5.15 0.25 0.80 0.60 0.70 0.55 0.65 0.75 0.65 \A1;.25 \A1;0.35 \A1;.25 \A1;0.35 \A1;.25 \A1;0.35 \A1;.25 \A1;0.35 \A1;.25 \A1;0.35 \A1;.25 \A1;0.35 EJE ACCESO MSARAVIA PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 20.00000000000000 20.00000000000000 20.00000000000000 5.477127920669023E+005 9.074051893669180E+006 150.0000000000000 0.000000000000000 92.89033375624798 LEFT PEGLT PEGRT PDGL PDGR EJE ACCESO PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 2 20.00000000000000 20.00000000000000 20.00000000000000 5.477289823274486E+005 9.074051893669180E+006 150.0000000000000 0.000000000000000 76.70007282587642 LEFT PEGLT PEGRT PDGL PDGR \A1; Z1 5 5 5 5 5 1 2 3 D A B C Z1 Z1 Z1 Z1 Z1 Z1 Z1 PLANTA – CIMENTACION ESC. 1/50 2 2 CORTE 2 – 2 5 5 5 5 5 5 3 3 1 1 1 1 2 2 3 3 3 3 2 2 ESC.1 / 25 CORTE 1 – 1 5 5 5 5 5 5 N.P.T=+0.15 2 2 ESC.1 / 25 5 Ø 1/2″ 1/4″ 1@0.5, 3@0.10, 3@0.15 RTO @0.20 A/E N.V.T=+0.10 N.P.T=+0.15 Ø 3/8″ @ .20 2 2 1 1 4 4 5 5 1 1 5 Ø 1/2″ 1/4″ 1@0.5, 3@0.10, 3@0.15 RTO @0.20 A/E 4 4 0.15 ladrillo de arcilla 12 x 15 x 24 cm. TUBULAR DETALLE DE LADRILLO 0.24 0.12 2 2 2 2 2 2 2 2 2 2 2 2 3 3 4 4 CORTE 4 – 4 5 5 5 5 5 5 ESC.1 / 25 N.V.T=+0.15 N.P.T=+0.15 Ø 3/8″ @ .20 CORTE 3 – 3 5 5 5 5 5 5 ESC.1 / 25 N.V.T=+0.15 N.P.T=+0.15 Ø 3/8″ @ .20 5 Ø 1/2″ 1/4″ 1@0.5, 3@0.10, 3@0.15 RTO @0.20 A/E 5 5 5 CORTE 5 – 5 5 5 5 5 5 5 ESC.1 / 25 N.V.T=+0.10 N.P.T=+0.15 Ø 3/8″ @ .20 4 4 4 4 3 3 4 4 4 4 0.50 1.50 ALTO ARMADURA ANCHO AMBOS SENTIDOS d1/2″@ .20 LARGO Tipo Z1 1.50 NOTA : PARA EL TRAZO VER PLANOS DE ARQUITECTURA CUADRO DE ZAPATAS C2 C/E R@.20 7@.10 d3/8″ .25 5 C1 6d1/2″ CUADRO DE COLUMNAS SECCION Tipo ESTRIBOS .15 .15 4d3/8″ d1/4″ 7@.10 R@.20 C/E 3.5 cm. f’c = 140 Kg/cm2 SOLADO C-H 1:12 CIMIENTOS Y SOBRECIMIENTOS COLUMNAS Y VIGAS DE AMARRE ZAPATAS, COLUMNAS, VIGAS, LOSAS 2.5 cm. f’y = 4200 Kg/cm2 f’c = 175 Kg/cm2 t : 7.5 cm. CONCRETO : ACERO : COLUMNAS Y VIGAS PORTANTES ESPECIFICACIONES TECNICAS ZAPATAS RECUBRIMIENTOS : RESTO f’c = 210 Kg/cm2 0.80 Kg/cm2 (a verificar en obra) Z1 Z1 Z1 Z1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 5 5 5 5 5 1 2 3 D A B C TECHO ALIGERADO h= 0.20 mt. S/C =200 KG/M2 ESC. 1/50 VA Vb V101 V102 V101 VC VA VA 1d1/2″ 1d3/8″ 1d3/8″ 1d1/2″ 5 5 5 5 1d1/2″ 1d3/8″ 1d3/8″ 1d1/2″ 5 5 5 5 1d1/2″ 1d3/8″ 1d3/8″ 1d1/2″ 5 5 5 5 9 viguetas 10 viguetas 13 viguetas 5 5 2d1/2″ R@.25 4d1/2″ VA 5 5 d1/4″ Vb d1/4″@.20 8@.10 C/E 5 5 5 5 5 5 5 5 Vb Vb Vb V101 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.P.T=+0.15 5 Ø 1/2″ @ .20 5 VC ESC.1 / 25 DETALLE TIPICO DE ZAPATA Y COLUMNA 5 0.35 A – A C2 C2 C2 C2 C2 C2 C2 A A .30 \LDETALLE DE LOSA ALIGERADO(TIPICO) .10 .10 .30 ACERO DE TEMP. Ø 1/4″ @ 0.25 0.20 0.15 1 Ø 1/2″ .10 .05 1 Ø 1/2″ A 1 A 1 A 1 1 ø 5/8″ 5 5 1 ø 5/8″ 5 5 5 5 1 ø 5/8″ 5 5 5 5 1 ø 5/8″ 5 5 2 ø 5/8″ 2ø 5/8″ 5 5 5 5 5 5 5 5 V102 1 ø 5/8″ 5 5 1 ø 5/8″ 5 5 5 5 1 ø 5/8″ 5 5 5 5 1 ø 5/8″ 1 ø 5/8″ 5 5 3 ø 5/8″ 3ø 5/8″ R@.25 4d1/2″ d3/8″ 8@.10 C/E 5 0.35 B B 5 0.35 B – B 1 ø 5/8″ 1 ø 5/8″ 1 ø 5/8″ C C 5 0.35 C – C 5 0.35 D – D 5 0.35 E – E D D E E F F 5 0.35 F – F ø 3/8″ 1 @ .05, 8 @ .10, R @ .20 C/E ø 3/8″ 1 @ .05, 8 @ .10, R @ .20 C/E ø 3/8″ 1 @ .05, 8 @ .10, R @ .20 C/E ø 3/8″ 1 @ .05, 8 @ .10, R @ .20 C/E ø 3/8″ 1 @ .05, 8 @ .10, R @ .20 C/E ø 3/8″ 1 @ .05, 8 @ .10, R @ .20 C/E C2 C2 C2 C2 Vc INDICADA ESCALA: FECHA: SETIEMBRE ’06 J. SOL SOL DIBUJO: E-1 CODIGO: LAMINA: PROYECTO: ESTRUCTURA PLANO: UICACION: V I V I E N D A U N I F A M I L I A R PRPIETARIO: DISTRITO: CALLERIA PROVINCIA: UCAYALI DEPARTAMENTO: UCAYALI REGION: CORONEL PORTILLO Mz. E SUB Mz. E2 Lt. N° 16 HABILITACION URBANA MUNICIPAL SRA. MARIVEL HERNANDEZ SHAPIAJA A1