Cover Project DWG Full Project for AutoCAD

Cover Project DWG Full Project for AutoCAD

PROJECT WITH INCLINED COVER CON TEJAS SUBJECT TO FINISH ROUND COLUMNS faded; INC.STRUCTURAL DETAILS

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

cutting a-a ‘, b-b’ cut, finishing, projection of repison, foundation plant, structural plant, slab reinforcing plant, main facade, ground floor, assembly plant, cut a-a ‘, column det

Raw text data extracted from CAD file:

\A1;\W0.75;R NPT +/-0.00 \A1;4.71 \A1;3.73 \A1;3.70 \A1;3.92 \A1;16.06 \A1;5.41 \A1;4.71 \A1;3.73 \A1;3.70 \A1;3.92 \A1;16.06 \A1;5.41 \A1;4.71 \A1;3.73 \A1;3.70 \A1;3.92 \A1;16.06 \A1;5.41 1 A-00 \A1;\W0.75;Bodega \A1;\W0.75;Cochera \A1;PROYECCION DE LOSA \A1;PROYECCION DE LOSA \A1;\W0.75;Cochera \A1;\W0.75;Cocina \A1;\W0.75;Hall \A1;\W0.75;Local \W1.05249; \A1;\W0.75000x;Patio \W2.07630; \A1;\W0.75000x;de \W2.07630; \A1;\W0.75000x;servicio \A1;\W0.75;Comedor S E H C B A 1 2 3 4 5 6 7 8 \A1;\W0.75;Bodega D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A-1-1 A' A-1-1 E H C B A 1 2 3 4 5 7 8 D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A-1-1 A' A-1-1 PENDIENTE 19.60% PENDIENTE 19.60% PENDIENTE 19.60% \A1;1.16 \A1;0.20 \A1;2.21 \A1;0.80 \A1;1.30 \A1;0.30 5 5 5 5 5 5 5 Trabe T-2 SECCION 0.30x0.20 Cms. ARMADO DE 6 VARS. 3/8" 2 BASTONES 1/2" EST. 1/4" @ 0.20 Cms CONCRETO F'C=200Kg/Cm2 5 5 5 B B' A A' Corte A-A' Corte B-B' \A1;6 VAR. 3/8" \A1;2 VAR. 1/2" \A1;6 VAR. 3/8" \A1;2 VAR. 1/2" 5 5 5 5 5 5 5 Trabe T-1 SECCION 0.30x0.20 Cms. ARMADO DE 6 VARS. 3/8" 2 BASTONES 1/2" EST. 1/4" @ 0.20 Cms CONCRETO F'C=200Kg/Cm2 B B' A A' Corte A-A' Corte B-B' \A1;6 VAR. 3/8" \A1;2 VAR. 1/2" \A1;0.86 \A1;2.21 \A1;1.20 \A1;1.38 \A1;2.56 \A1;1.38 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;16.06 \A1;28.06 \A1;4.71 \A1;2.35 \A1;1.39 \A1;2.42 \A1;1.29 \A1;0.22 \A1;3.70 \A1;5.41 \A1;6.15 \A1;5.00 \A1;3.00 \A1;5.00 \A1;3.51 \A1;1.05 \A1;5.41 \A1;0.80 \A1;16.06 \A1;28.06 \A1;4.71 \A1;2.35 \A1;1.39 \A1;2.42 \A1;1.29 \A1;0.22 \A1;3.70 \A1;5.41 \A1;6.15 \A1;5.00 \A1;3.00 \A1;3.00 \A1;2.00 \A1;3.51 \A1;Columna 6 vars. 3/8" d con Zuncho de 1/4" @ 20 cms Concreto f'c=200Kg/cm2 \A1;Dado 8 vars. 3/8" d con estribos 3/8" @ 15 cms. \A1;2 Parrillas 3/8" d @20 cms ambos sentidos \A1;Plantilla concreto f'c=100 kg/cm2 Zapata Z-1 repison de concreto f'c=150 kg/cm2 con refuerzo de malla electrosoldada 6x6-10/10 en acabado lavado con agregado y boleados los extremos 5 5 5 5 5 5 Cara 1 Cara 2 ACABADO \A1;Concreto f'c=200 kg/cm2 en zapata, dado, castillos 5 5 5 5 5 5 5 5 5 5 proyeccion de repison proyeccion de repison 5 5 \A1;0.93 \A1;1.87 \A1;0.93 \A1;0.93 \A1;1.87 \A1;0.93 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.95 \A1;0.05 \A1;0.39 \A1;0.34 \A1;0.05 \A1;0.20 \A1;0.60 \A1;0.05 \A1;0.80 \A1;0.90 \A1;0.30 \A1;0.44 \A1;0.20 \A1;0.34 \A1;0.39 \A1;0.34 \A1;0.44 \A1;0.48 \A1;PROYECCION DE LOSA Planta Cimentacion \T1.2;ESC. 1:75 \A1;Z-1 \A1;C-1 \A1;Z-1 \A1;C-1 \A1;Z-1 \A1;C-1 \A1;Z-1 \A1;C-1 \A1;Z-1 \A1;C-1 \A1;Z-1 \A1;C-1 \T1.2;AMPLIACIÓN \A1;PROYECCION DE LOSA \A1;T-1 \A1;CM-1 \A1;CM-1 \A1;CM-1 \A1;CM-1 \A1;CD \A1;CD \A1;CD \A1;CD \A1;Z-1 \A1;C-1 \A1;Z-1 \A1;C-1 \A1;Z-1 \A1;C-1 \A1;Z-1 \A1;C-1 \A1;T-1 \A1;T-2 \A1;T-2 \A1;T-2 \A1;T-2 \A1;CC-1 \A1;CC-1 \A1;K-1 \A1;K-1 \A1;K-1 \A1;K-1 \A1;K-1 \A1;C-1 \A1;C-1 \A1;C-1 \A1;C-1 \A1;C-1 \A1;PROYECCION DE LOSA \A1;PROYECCION DE LOSA A B D F H 1 1 1 1 1 1 A B D F H A B D F H NPT + 3.57 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT + 2.46 NPT ± 0.00 F G Planta Estructural \T1.2;ESC. 1:75 \T1.2;AMPLIACIÓN Planta De Armando De Losa \T1.2;ESC. 1:75 \T1.2;AMPLIACIÓN Fachada Principal \T1.2;ESC. 1:75 \T1.2;AMPLIACIÓN F G Planta Baja \T1.2;ESC. 1:100 \T1.2;AMPLIACIÓN Planta De Conjunto \T1.2;ESC. 1:100 \T1.2;AMPLIACIÓN 1 2 NPT + 3.57 5 5 5 5 NPT ± 0.00 5 5 NPT ± 0.00 NPT ± 2.46 Corte A-A' \T1.2;ESC. 1:75 \T1.2;AMPLIACIÓN Detalles de Trabe 1 y 2 \T1.2;ESC. 1:25 \T1.2;AMPLIACIÓN \A1;Z-1 Proyeccion CD-1 \A1;D-1 T-2 C-1 5 5 \A1;Z-1 \A1;D-1 \T1.2;AREA DE AMPLIACION S=102.17 M2 \A1;VARS. 3/8" @ 18 CMS \A1;VARS. 3/8" @ 18 CMS \A1;BASTONES DE 3/8" d 5 PENDIENTE 19.60% 5 \A1;CD \A1;CD 5 5 Det De Columna \T1.2;ESC. 1:25 \T1.2;AMPLIACIÓN

Language	Spanish
Drawing Type	Full Project
Category	Transportation & Parking
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, car park, columns, cover, deck, details, DWG, estacionamento, finish, full, inclined, parking, parkplatz, parkplatze, Project, stationnement, structural, structural details, subject