Housing Structure Larco – Trujillo DWG Block for AutoCAD

Lightened and structural criterion housing

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

detail in cross beams, beam, column, beam stirrups, in crossing with columns, brick, detail izometrico, fence beam, masonry wall, beams and lightened, beam to build, lightened, see table, variable, detail union beams – columns, covering, column d, plate or beam, specified, l cm, box length, anchor, ladder anchor, ss.hh, study, be of, receipt, car-port, hold, laundry , details of beams, map of:, name of the project :, district:, department, province:, date :, scale :, lamina:, trujillo, responsible :, freedom

Raw text data extracted from CAD file:

N S E O NO SO NE SE \A1;X \A1;X \A1;X \A1;X DETALLE EN CRUCE DE VIGAS 3 Ø 1/4″ VIGA COLUMNA VIGA ESTRIBOS DE VIGA EN CRUCE CON COLUMNAS 8 V-103 ESC 1/20 1/4″ 1@0.05m 2@0.10m 3@0.15m rto@0.25m 4d5/8″ 0.1500000000000341 0.2000000000000028 VA-101 ESC 1/20 1/4″ 1@0.05m 2@0.10m 3@0.15m rto@0.25m 4d1/2″ 0.2501873692049799 0.2000000000000028 0.2499999999999858 5 1/4″ 1@0.05m 10@0.10m rto@0.20m 4d5/8″ VP-102 ESC 1/50 3d1/2″ 1/4″ 1@0.05m 10@0.10m rto@0.20m 0.2499999999999858 5 VP-101 ESC 1/50 4d5/8″ 2d1/2″ 0.25 0.30 0.15 0.20 0.25 0.20 0.25 0.40 Ø1/4″ @ 0.25 (TEMPERATURA) 30 x 30 x12 LADRILLO DE .05 .15 .20 DETALLE IZOMETRICO DE MURO (15 X 20) VIGA DE CERRAMIENTO MURO DE ALBAÑILERIA VIGA DE AMARRE (25 X 40) (CONSTRUCCION POSTERIOR) VIGAS Y ALIGERADO VIGA A CONSTRUIR (CONSTRUCCION POSTERIOR) ALIGERADO \A1;Variable f fy=4200 Kg/cm2 25.0 cm. 15.5 cm. 20.0 cm. LONGITUDES DE GANCHOS ( cm. ) 1 / 2 ” 5 / 8 ” 3 / 4 ” Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8″ @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS – COLUMNAS \A1;L RECUBRIMIENTO d DE COLUMNA, 10.0 6.5 13.0 1/4″ 3/8″ 1/2″ 2.0 1.3 2.5 PLACA ó VIGA A d A 45° ESPECIFICADO 45° r r (cm.) (cm.) r L cm L .35 .30 .45 .80 .90 3/8″ 1/4″ 1/2″ 5/8″ 3/4″ d CUADRO DE LONGITUD DE ANCLAJE NPT±0.00 0.2624999999998181 1.478750000000218 1.741250000000036 1.050000000000636 5 5 5 5 d3/8″ @ .20 d 3/8″ @ .20 d 3/8″ @ 0.20 \A1;.175 \A1;.175 \A1;.175 ANCLAJE DE ESCALERA d 3/8″ @ 0.20 9 d 1/2″ @ 0.20 9 d 1/2″ @ 0.20 d 3/8″ @ 0.20 11 d 5/8″ @ 0.15 11 1 11 d 5/8″ @ 0.15 11 d 5/8″ @ 0.15 11 d 5/8″ @ 0.15 11 d 5/8″ @ 0.15 9 d 1/2″ @ 0.20 9 d 1/2″ @ 0.20 \A1;.26 \A1;1.48 \A1;1.74 \A1;2.87 \A1;1.66 \A1;.90 \A1;.70 \A1;1.05 \A1;2.56 \A1;.44 \A1;3.50 \A1;4.28 \A1;3.50 \A1;2.20 \A1;3.30 \A1;3.10 \A1;3.00 \A1;2.13 \A1;2.56 \A1;.44 \A1;3.50 \A1;4.28 \A1;3.50 \A1;2.20 \A1;3.30 \A1;3.10 \A1;3.00 \A1;2.13 \A1;2.56 \A1;.44 \A1;3.50 \A1;4.28 \A1;3.50 \A1;2.20 \A1;3.30 \A1;3.10 \A1;3.00 \A1;2.13 5 6 7 8 9 10 11 12 13 14 15 16 17 SS.HH ESTUDIO ESTAR DE RECIBO CAR-PORT ESPERA LAVANDERIA 1 2 3 4 5 6 7 8 9 10 VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-102 (0.25 x 0.40) V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) V-103 (0.15 x 0.20) V-103 V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) 0.80 1d1/2″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 0.9 0.9 0.80 0.80 0.75 0.75 1d1/4″ 1d1/4″ 1d1/4″ 0.9 0.9 1d1/4″ 1d1/2″ 0.75 1d1/4″ 0.75 V-103 (0.15 x 0.20) 0.80 1d1/4″ V-103 V-103 VA-101 1d1/4″ V-103 (0.15 x 0.20) A 1 2 3 4 5 6 7 8 B D C 5 5 5 5 5 5 5 5 5 5 5 6 7 8 9 10 11 12 13 14 15 16 17 CAR-PORT LAVANDERIA 1 2 3 4 5 6 7 8 9 10 VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-102 (0.25 x 0.40) V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) V-103 (0.15 x 0.20) V-103 V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/2″ 1d1/2″ 1d1/2″ 0.9 0.9 0.80 0.80 0.75 0.75 1d1/4″ 1d1/4″ 1d1/4″ 0.9 0.9 1d1/4″ 1d1/2″ 0.75 1d1/4″ 0.75 VA-101 1d1/4″ V-103 (0.15 x 0.20) A 1 2 3 4 5 6 7 8 B D C 5 5 5 5 5 5 5 5 5 5 V-103 5 6 7 8 9 10 11 12 13 14 15 16 17 CAR-PORT 1 2 3 4 5 6 7 8 9 10 VP-102 (0.25 x 0.40) V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) VP-101 (0.25 x 0.30) V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) VA-101 (0.25 x 0.20) V-103 (0.15 x 0.20) V-103 V-103 (0.15 x 0.20) V-103 (0.15 x 0.20) 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/4″ 1d1/2″ 1d1/2″ 1d1/2″ 0.80 0.80 0.75 0.75 1d1/4″ 1d1/4″ 1d1/2″ 0.75 1d1/4″ 0.75 VA-101 1d1/4″ V-103 (0.15 x 0.20) A 1 2 3 4 5 6 7 8 B D C 5 5 5 5 5 5 5 5 5 5 V-103 ESC.1/50 ALIGERADO 1° piso \C7;Vivienda Unifamiliar ESC.1/50 ALIGERADO 2° piso \C7;Vivienda Unifamiliar ESC.1/50 ALIGERADO 3° piso \C7;Vivienda Unifamiliar DETALLES DE VIGAS Plano de : Nombre del Proyecto: Distrito : Departamento Provincia : Fecha: Escala: Lamina : TRUJILLO 1/50 Responsables: LA LIBERTAD E-01