Ampliacion House – Structures DWG Detail for AutoCAD

Plane containing the details of the extension of a dwelling with existing architecture that will be demolished to run the new.

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

boundary, room, yard, room, bath, laundry, double grill, stair ladder, cimentacion plant, esc, structural plant, esc, structural plant, esc, espe, axb, cant, shoe reinforcement, current architectural plant, esc, cutting nomenclature, b: diameter of reinforcing steel in eighths of an inch., cd: length of reinforcing steel in decimeters., a: quantity of reinforcing steel bars., reinforcing steel:, f and for adults., all dimensions are given in meters less than, structural elements., the coating is cm in foundation cm in, welded mesh stirrups, otherwise indicated., the materials will have the following specifications:, concrete, Notes:, metaldeck lime., cross section, dipstick, total stirrups, foundation beam, shoe, columns, They are, reinforcing cutter columns, esc, section, typical

Raw text data extracted from CAD file:

LINDERO HABITACIÓN PATIO HABITACIÓN BAÑO LAVADERO \A1;.30 \A1;4.25 \A1;.30 \A1;.15 \A1;4.55 \A1;.15 \A1;.30 \A1;2.75 \A1;.30 \A1;3.20 \A1;.30 \A1;.15 \A1;3.05 \A1;3.50 \A1;.15 \A1;.30 \A1;2.75 \A1;.30 \A1;3.20 \A1;.30 \A1;.15 \A1;3.05 \A1;3.50 \A1;.15 \A1;2.75 \A1;.30 \A1;3.20 \A1;.30 \A1;.15 \A1;3.05 \A1;3.50 \A1;.15 \A1;.30 \A1;.15 \A1;4.55 \A1;.15 \A1;.30 \A1;2.75 \A1;.30 \A1;3.20 \A1;.30 \A1;.15 \A1;3.05 \A1;3.50 \A1;.15 \A1;.30 \A1;.30 \A1;4.25 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.90 \A1;.90 \A1;.60 \A1;.60 \A1;.90 \A1;.90 \A1;.30 \A1;4.25 \A1;.30 \A1;.15 \A1;4.55 \A1;.15 \A1;.30 \A1;2.75 \A1;.30 \A1;3.20 \A1;.30 \A1;.15 \A1;3.05 \A1;3.50 \A1;.15 \A1;.30 \A1;2.75 \A1;.30 \A1;3.20 \A1;.30 \A1;.15 \A1;3.05 \A1;3.50 \A1;.15 \A1;.30 \A1;.15 \A1;4.25 \A1;.30 \A1;4.55 \A1;.15 \A1;.30 \A1;2.75 \A1;.30 \A1;3.20 \A1;.30 \A1;3.50 \A1;.00 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;4.25 \A1;.30 \A1;4.25 \A1;.30 \A1;4.55 \A1;.15 \A1;4.25 \A1;.30 \A1;4.55 \A1;.15 \A1;4.55 \A1;.15 \A1;3.05 0.10 0.10 0.20 0.68 B d=4/8 @ 0.15 L=4.80m 1 d=4/8 @ 0.15 L=4.70m d=4/8 @ 0.15 L=4.80m d=4/8 @ 0.20 L=1.50m d=4/8 @ 0.20 L=1.10m d=4/8 @ 0.20 L=1.50m d=4/8 @ 0.20 L=1.10m d=3/8 @ 0.25 L=1.20m Doble parrilla h losa escalera 0.18m d=4/8 @ 0.20 L=2.00m \A1;4.10 \A1;.15 \A1;.80 \A1;.15 \A1;.15 \A1;1.20 \A1;.15 \A1;.20 \A1;.08 \A1;4.00 \A1;.40 \A1;.40 \A1;.08 \A1;.20 \A1;.40 \A1;2.20 \A1;.30 \A1;2.50 \A1;.30 \A1;.70 \A1;.20 \A1;.30 \A1;.20 \A1;.30 \A1;2.20 \A1;.30 \A1;2.50 \A1;.30 \A1;.15 \A1;4.55 \A1;.15 \A1;2.50 \A1;.30 \A1;1.45 \A1;.30 \A1;.15 \A1;3.05 \A1;.30 \A1;2.75 \A1;.30 \A1;.15 \A1;.30 \A1;.235 \A1;.30 \A1;.235 A B 3 2 1 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B A B 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 DE CIMENTACIÓN ESC 1:50 PLANTA ESTRUCTURAL N+2.50 ESC 1:50 Z2 Z2 Z1 Z1 Z2 Z2 5 5 5 5 5 5 5 5 5 5 5 5 VC-001 (0.30×0.30m) VC-002 (0.30×0.30m) VC-003 (0.30×0.30m) VC-00A (0.30×0.30m) VC-00B (0.30×0.30m) VA-101 (0.30×0.30m) VA-102 (0.30×0.30m) VA-103 (0.30×0.30m) VA-10A (0.30×0.30m) VA-10B (0.30×0.30m) VA-10A (0.30×0.30m) VA-10B (0.30×0.30m) A B A B 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 ESTRUCTURAL N+5.00 ESC 1:50 VA-201 (0.30×0.30m) VA-202 (0.30×0.30m) VA-203 (0.30×0.30m) VA-20A (0.30×0.30m) VA-20B (0.30×0.30m) C-A1 C-B1 C-A2 C-B2 C-A3 C-B3 .30 x .30 E#3 L= 1.10m (Son 43) VA-103 .30 x .30 E#3 L= 1.10m (Son 43) VA-20B .30 x .30 E#3 L= 1.10m (Son 69) VA-20A 1 2 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .30 x .30 E#3 L= 1.10m (Son 43) VC-001 VA-10B .30 x .30 E#3 L= 1.10m (Son 69) VA-10A 2#554 2#554 8E#311@6.5cm 27E#311@13cm 8E#311@6.5cm 2#574 2#574 8E#311@6.5cm 8E#311@6.5cm 8E#311@6.5cm 8E#311@6.5cm 17E#311@13cm 20E#311@13cm .15 .15 0.80 0.50 .15 .15 RA RB 0.60×0.90 4 Z2 2 0.30 Z1 0.60×0.60 Espe ZT# AxB CANT REFUERZO DE ZAPATAS 0.30 0.50 .15 .15 5#408 a 0.12 .15 .15 0.80 6#411 a 0.15 5#408 a 0.12 0.50 .15 .15 0.50 .15 .15 5#408 a 0.12 5#408 a 0.12 0.50 .15 .15 0.50 .15 .15 5#408 a 0.12 5#408 a 0.12 6#411 a 0.15 VA-10A’ (0.30×0.30m) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3 2 1 3 2 1 3 2 1 3 2 1 VA-20A (0.30×0.30m) VA-20B (0.30×0.30m) C-A1 C-B1 C-A2 C-B2 C-A3 C-B3 A B VC-002 VC-003 VC-00B .30 x .30 E#3 L= 1.10m (Son 69) VC-00A 5 5 5 VA-201 VA-202 VA-203 PLANTA ARQUITECTÓNICA ACTUAL ESC 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4. Nomenclatura de despiece A#BCD B: Diámetro del acero de refuerzo en octavos de pulgada. CD: Longitud del acero de refuerzo en decímetros. A: Cantidad de barras de acero de refuerzo. – Acero de refuerzo: fy = 4200 kf/cm (420 MPa) para #3 y mayores. 2. Todas las dimensiones están dadas en metros a menos de elementos estructurales aéreos. (C.7.7.1) 3. El recubrimiento es de 7.5 cm en cimentación y 4.0 cm en malla electrosoldadas y estribos (Refuerzo corrugado). 2 que se indique de otra manera. 1. Los materiales tendrán las siguientes especificaciones: – Concreto f’c=210 kf/cm (21MPa) 2 NOTAS: \W0.90460; Metaldeck 2″ Cal. 22; \W4.19031; Hconc=0.11m \W0.90460; Metaldeck 2″ Cal. 22; \W4.19031; Hconc=0.11m Sección transversal 0.22 0.22 0.10 0.10 0.00 5 5 5 5 5 5 30×30 cm Varilla #5 60E#3(22×22)L=1.10m Total Estribos 8E313@7.5cm 9E313@15.0cm 8E313@7.5cm 4E313@7.5cm 4E313@7.5cm 5 5 2#560 5 5 2#560 VIGA DE CIMENTACION ZAPATA Columnas A1, B1, A2, B2, A3, B3 Son 6 DESPIECE DE REFUERZO COLUMNAS ESC 1:50 2.50 8E313@7.5cm 7E313@15.0cm 8E313@7.5cm 4E313@7.5cm 5 5 5 5.00 C C 5 5 5 5 5 5 5 5 VA-102 .30 x .30 E#3 L= 1.10m (Son 43) VA-101 2#554 2#554 8E#311@6.5cm 27E#311@13cm 8E#311@6.5cm 2.61 sección 30×30 típica .30 x .30 E#3 L= 1.10m (Son 32) VA-10A’ 1 2 5 5 5 5 2#539 2#539 8E#311@6.5cm 8E#311@6.5cm 16E#311@13cm 5 5 5 5 5 5