Earthquake Resistant Housing Project DWG Full Project for AutoCAD

Earthquake Resistant Housing Project DWG Full Project for AutoCAD

CONSTRUCTION DETAILS SEISMO-RESISTENT HOUSING .

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

beam mooring projection, tank bottom, esc:, centered mesh, slab cover, esc:, foundation, garden, Deposit, bath, Commerce, ladder foundation, entry, shoe detail, esc, foundation detail, nfp, nfp, cut, nfp, cut, nfp, cut, nfp, nfp, nfp, cut, nfp, nfp, stairway detail, esc, beam, both senses, both senses, n.f.t., beam, column detail with beam, esc, floor, Add., nfp, high tank detail, cut cut, pend., n.p.t., top, sanitary cap, sump box, split stone filling, of max., cistern detail, sedimentation pit, sanitary cap, top, rack, n.p.t., cut cut, esc., dilatation meeting, with technoport de, dilatation meeting, finished, sole, compacted earth, finished floor, cat stair, tank tank cap

Raw text data extracted from CAD file:

\A1;.15 \A1;2.75 \A1;.15 \A1;2.80 \A1;.15 \A1;6.00 \A1;1.50 \A1;2.80 \A1;2.80 \A1;2.50 \A1;20.00 \A1;.15 \A1;4.00 \A1;.15 \A1;2.80 \A1;.15 \A1;6.25 \A1;.15 \A1;1.75 \A1;.15 \A1;1.95 \A1;.15 \A1;2.20 \A1;.15 \A1;2.50 \A1;2.03 \A1;1.83 \A1;2.50 \A1;2.80 \A1;2.80 \A1;1.50 \A1;.15 \A1;4.35 \A1;.15 \A1;1.20 \A1;.15 \A1;4.40 \A1;1.60 \A1;2.17 \A1;2.72 \A1;.33 \A1;2.95 \A1;.70 \A1;.30 \A1;1.00 \A1;.50 \A1;1.00 \A1;.35 \A1;.10 \A1;.50 \A1;.45 \A1;.30 \A1;1.00 \A1;1.00 \A1;.30 \A1;.30 \A1;.15 \A1;.10 PROYECCION VIGA DE AMARRE \A1;.45 \A1;4.05 \A1;3.85 \A1;.33 \A1;1.01 \A1;4.05 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;.25 \A1;3.00 \A1;.25 \A1;.25 \A1;3.00 \A1;.25 \A1;2.20 \A1;.25 \A1;3.00 \A1;.25 \A1;.25 \A1;3.00 \A1;.25 \A1;2.20 \A1;.60 \A1;.60 -14.87565888943058 -14.87565888943058 -14.87565888943058 -14.87565888943058 -14.87565888943058 -14.87565888943058 LOSA FONDO CISTERNA ESC: 1/25 -14.87565888943058 MALLA CENTRADA d3/8"@.25 -14.87565888943058 -10.91506613582253 -14.87565888943058 -10.91506613582253 LOSA TAPA CISTERNA ESC: 1/25 -10.91506613582253 A -10.91506613582253 d3/8"@.25 d3/8"@.25 2d1/2" d3/8"@.25 d3/8"@.25 d3/8"@.25 -10.91506613582253 -10.91506613582253 A -10.91506613582253 \A1;.15 \A1;1.70 \A1;.15 \A1;.15 \A1;.15 \A1;.60 \A1;.60 \A1;1.70 CIMENTACION C-7 C-7 C-8 C-8 C-7 C-2 C-2 C-2 C-5 C-9 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-9 C-1 C-1 C-9 JARDIN DEPOSITO BAÑO COMERCIO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 4 5 A B C D E F G H J J F E D C B I 5 1 5 5 5 2 3 5 4 1 1 4 2 5 1 1 1 1 1 2 1 1 1 1 1 1 1 2 5 2 5 5 5 3 5 5 5 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 CIMIENTO DE ESCALERA INGRESO DETALLE DE ZAPATA ESC ; 1/25 ESC ; 1/25 DETALLE DE CIMIENTOS 0.0372465248732965 -0.6305068898639945 -0.6305068898639945 -0.6305068898639945 -0.6305068898639945 Z-1 0.0372465248732965 \A1;1.00 d1/2"@0.20 0.0372465248732965 NFP -0.05 3@0.15 0.0372465248732965 0.0372465248732965 NFP -0.05 1.10 0.10 CORTE 2-2 NFP -0.05 CORTE 5-5 CORTE 4-4 NFP -0.05 \A1;.05 0.60 \A1;.10 0.30 \A1;.15 CORTE 1-1 .45 \A1;.25 .45 0.05 0.60 0.10 .15 NFP -0.05 1.20 NFP -0.05 .80 NFP -0.05 \A1;.10 \A1;.05 \A1;.25 \A1;.15 .30 \A1;.15 .15 .80 \A1;.25 \A1;.05 \A1;.10 CORTE 3-3 NFP - 0.05 \A1;.10 \A1;.05 .60 NFP -0.05 \A1;.25 \A1;.10 \A1;.05 .60 \A1;.25 .15 .15 \A1;.15 DETALLE DE ESCALERA ESC : 1/25 VIGA V1-7 d 1/2" @ 0.20 ambos sentidos ambos sentidos d 3/8" @ 0.20 .30 d 3/8" @ 0.20 ambos sentidos d1/2"@ 0.25 d1/2"@ 0.30 d1/2"@ 0.30 d1/2"@ 0.25 \A1;.45 0.30 \A1;.70 N.F.T. - 0.05 VIGA .20x.30 4d1/2" .90 DETALLE DE COLUMNA CON VIGA ESC ; 1/25 \A1;3 @ 0.15 \A1;Rto @ 0.20 \A1;5 @ 0.10 \A1;3 @ 0.15 \A1;.10 \A1;.05 \A1;1 @ 0.05 \A1;3 @ 0.15 .30 .15 \A1;5 @ 0.10 2do. PISO \A1;2 ADIC. \A1;1 @ 0.05 \A1;0.20 \A1;1 @ 0.05 C-3 Z-1 C-1 5 5 C-9 1 A 2 d 1/4":1@.05,3@0.10,,Rto@.20 d 1/2" @ 0.25 d 1/2" @ 0.25 .30 d 1/2" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.25 1 2 3 4 7 6 5 8 9 17 16 15 14 13 12 11 10 NFP -0.05 NFP -0.05 VOL.= 1.50 M3 DETALLE TANQUE ELEVADO CORTE ESC ; 1/25 -0.0468908716792953 3% PEND. N.P.T. + 11.45 TAPA .80 x .80 3/8" @ .25 0 / TAPA SANITARIA 1/2" @ 0.30 0 / CAJA SUMIDERO RELLENO DE PIEDRA PARTIDA DE d 1" MAX. DE .30x.30x.30 .15 DETALLE CISTERNA \A1;45.00° FOSA DE SEDIMENTACION / 0 1/2" @ 0.30 / 0 3/8" @ .25 TAPA SANITARIA TAPA .80 x .80 REJILLA N.P.T. - 0.05 N.P.T. + 0.00 0.0 CORTE ESC ; 1/25 VOL.= 3.00 M3 ESC. 1/50 C-9 JUNTA DE DILATACION con tecnoport de 1" con tecnoport de 1" JUNTA DE DILATACION 0.05 ACABADOS SOLADO d1/2"@0.20 d1/2"@0.20 TIERRA COMPACTADA \A1;.45 0.0 \A1;.45 0.05 PISO TERMINADO 5 5 5 5 5 H d 1/2" @ 0.25 d 1/2" @ 0.25 0.80 0.80 -0.1212142924820867 0.80 ESCALERA DE GATO ESCALERA DE GATO -3.756955831200784 -3.756955831200784 -3.756955831200784 -3.756955831200784 -3.756955831200784 -3.756955831200784 -3.756955831200784 -3.756955831200784 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 TAPA DE TANQUE CISTERNA C-4 C-6 C-6 \A1;.35 \A1;.65 \A1;2.30 \A1;2.20 \A1;1.45 \A1;2.45 \A1;2.00 \A1;.75 \A1;3.85 \A1;.20 \A1;.15 \A1;.45 \A1;.80

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, construction, constructive details, details, DWG, earthquake, erdbebensicher strukturen, full, Housing, Project, resistant, seismic structures, strukturen