Structural Calculation DWG Detail for AutoCAD

Structural Calculation DWG Detail for AutoCAD

Details of structural calculation

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

plant, esc .:, www.com, address: tel: fax:, owner:, prof. responsible customer:, prof. responsible project:, draft:, description:, stage:, date:, scale:, archive:, flat, project manager:, cartoonist, ing. structures:, inst electrical:, communications:, inst sanitary:, inst Mechanical:, inst c. fires:, security:, emissions, date, firm, All measurements will be verified on site through joint redefinition with architectural supervision. Any doubt existing discrepancy in the planes of should consult the designer. if project changes are required during these, the designer should be consulted., General notes:, observations:, this plane is the intellectual property of the author: arq. jesus inscribed in the c.i.v. under the number by any natural legal person may make partial use by electronic print without their consent granted by the provisions of art. of the law of professional practice of architecture in accordance with the laws of intellectual property the author., architecture, scale., seismic node, column, column detail, unscaled, its T., column detail, unscaled, its T., det. beam beam, unscaled, its T., section, unscaled, its T., front section roof cover without esc., asphalt mantle, criolla, pair wood, Note: the roof slabs will carry wooden stringers of cm, section, unscaled, its T., ridge, limahoya, lintel, limahoya, l.t., lintel, v., poor concrete, pedestal, vaf, pedestal, vaf, column, its T., cms, beam, cms, cms, its T., cms, beam, cms, its T., cms, beam, its T., cms, beam, cms, its T., cms, beam, its T., cms, beam, cms, cms, cms, cms, its T., cms, Lima Hoya, section, unscaled, its T., section, unscaled, its T., its T., cms, Lima Hoya, foundation box rs, descrip, kind, shoe, pedestal, esp., prof., reinforcement, address, reinforcement, address, jorge eliazar mujica, arq jesus devia, jesus devia, architecture, structural calculation, Sector seboruco street beautiful, single family Home, plant foundations, esc .:, ceiling index plant, esc .:, jorge eliazar mujica, arq jesus devia, jesus devia, architecture, structural calculation, Sector seboruco street beautiful, single family Home, jorge eliazar mujica, arq jesus devia, jesus devia, architecture, plant floor ceilings, Sector seboruco street beautiful, single family Home, plant ceilings, esc .:, distribution plant, esc .:

Raw text data extracted from CAD file:

PLANTA ESC.: 1:100 www.com Dirección: telf: 58.276. fax: 58.414.1779256 Propietario: Prof. responsable cliente: Prof. responsable proyecto: Proyecto: Descripción: Etapa: Fecha: Escala: Archivo: Plano N° Jefe de Proyecto: Dibujante Ing. Estructuras: Inst. Eléctricas: Comunicaciones: Inst. Sanitarias: Inst. Mecánicas: Inst. C. Incendios: Seguridad: Emisiones Fecha Firma 10 9 8 7 6 5 4 3 2 1 TODAS LAS MEDIDAS SERÁN VERIFICADAS EN OBRA MEDIANTE REPLANTEO CONJUNTO CON LA SUPERVISIÓN DE ARQUITECTURA. CUALQUIER DUDA O DISCREPANCIA EXISTENTE EN LOS PLANOS DE PROYECTO, DEBERÁ CONSULTARSE AL PROYECTISTA. DE REQUERIRSE CAMBIOS DE PROYECTO DURANTE LA OBRA, ESTOS DEBERÁN CONSULTARSE AL PROYECTISTA. Notas generales: Observaciones: ESTE PLANO ES PROPIEDAD INTELECTUAL DEL AUTOR: ARQ. JESUS DEVIA, INSCRITO EN EL C.I.V. BAJO EL NÚMERO 65.214, POR CONSIGUIENTE, NINGUNA PERSONA NATURAL O JURÍDICA PODRÁ HACER USO DE EL, PARCIAL O TOTAL, POR VÍA IMPRESA O ELECTRÓNICA SIN SU CONSENTIMIENTO OTORGADO POR ESCRITO, DE ACUERDO A LO ESTABLECIDOEN EL ART. 10 DE LA LEY DE EJERCICIO PROFESIONAL DE LA INGENIERÍA, ARQUITECTURA Y AFINES, EN CONCORDANCIA CON LAS LEYES DE PROPIEDAD INTELECTUAL Y EL AUTOR. S/E Arquitectura 2h 1/5H 2h \A1;h ESCALA. S/E NODO SISMICO COLUMNA 20x20cm H 2h 2h 1/5H 3/5H 1,30 1,30 3,35 2,35 1,65 3,35 2,70 1,90 3,30 10,15 12,15 ,70 1,30 3,35 2,35 1,65 3,35 3,30 10,15 12,15 ,70 2,70 1,90 1,30 0.20 0.25 0.25 0.20 0.20 0.25 0.25 0.20 0.20 0.25 0.25 0.20 0.15 0.20 0.30 0.25 0.20 0.25 DETALLE COLUMNA C-2 0.25 0.20 4d1/2" SIN / ESCALA .20 .20 .20 .20 .10 EST. d3/8" C./15cm L=.90m -73.94768341476825 -73.94768341476825 DETALLE COLUMNA C-1 -73.94768341476825 -73.94768341476825 4d1/2" SIN / ESCALA .20 .10 .20 .20 .20 .10 EST. d3/8" C./15cm DET. VIGA RIOSTRA 0.20 0.25 0.25 0.20 4d1/2" SIN / ESCALA .20 .10 .20 .20 .20 .10 EST. d3/8" C./15cm 0.15 0.20 SECCION A-A' 0.30 0.25 4d1/2" SIN / ESCALA .15 .10 .25 .15 .25 .10 EST. d3/8" C./15cm 0.50 0.50 0.35 SECCION FRONTAL CUBIERTA DEL TECHO \W9.56486; SIN / ESC. \A1;MACHIMBRE MANTO ASFALTICO \A1;TEJA CRIOLLA PAR MADERA D= 16cm -65.45884516743902 -65.45884516743902 -65.45884516743902 NOTA: LAS LOSAS DE TECHO LLEVARAN CORRAS LARGUEROS DE MADERA DE 8 x 16 c./ 50 cM .15 .10 .25 .20 .25 .10 0.15 0.20 0.25 0.25 \A1;4.80 \A1;0.90 \A1;5.15 \A1;0.50 0.15 0.20 0.25 0.25 \A1;3.35 \A1;4.60 \A1;3.30 \A1;0.60 \A1;0.60 \A1;1.35 \A1;0.60 \A1;2.65 \A1;0.60 0.15 0.20 0.30 0.25 0.15 0.20 SECCION B-B' 0.30 0.25 6 d1/2" SIN / ESCALA .15 .10 .25 .15 .25 .10 EST. d3/8" C./15cm \A1;4.75 \A1;0.60 \A1;0.60 \A1;3.35 \A1;3.35 \A1;2.70 \A1;0.60 \A1;0.84 \A1;0.84 \A1;0.84 \A1;0.84 \A1;4.60 \A1;3.30 \A1;0.60 \A1;3.35 \A1;0.83 \A1;1.15 \A1;1.15 \A1;0.83 \A1;0.60 -59.2541987864815 -59.2541987864815 -59.2541987864815 -59.2541987864815 -59.2541987864815 -59.2541987864815 -59.2541987864815 -59.2541987864815 -59.2541987864815 -59.2541987864815 A B C D E 6 5 4 3 2 1 -59.2541987864815 -59.2541987864815 CUMBRERA V.T- D (.20 x .30) V.T- H (.20 x .30) V.T- A (.20 x .30) LIMAHOYA (.20 x .30) DINTEL DINTEL DINTEL LIMAHOYA (.20 x .25) V.T- 9 (.20 x .30) V.T- 10 (.20 x .30) V.T- 8 (.20 x .30) L.T. - 10 L.T. - 11 L.T. - 13 L.T. - 15 L.T. - 12 L.T. - 14 DINTEL -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 -59.3541987864815 A B C D E 6 5 4 3 2 1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-1 C-1 F-2 C-1 F-3 C-1 C-1 F-3 C-1 C-1 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 V.R. 0.25 X 0.25 CONCRETO POBRE .20 .20 PEDESTAL VAF D C PEDESTAL VAF COLUMNA H A .05 .10 E A x B B 2 -36.97925663531478 EST. Ø 3/8" @ 20 cms 2 Ø 1/2" x 5.51 2 Ø 1/2" x 6.65 VIGA D _(0.20 x 0.30) .25 A' A 4 -36.97925663531478 2 Ø 1/2" x 3.75 2 Ø 1/2" x 5.00 -36.97925663531478 5 -36.97925663531478 2 Ø 1/2" x 5.45 .25 2 Ø1/2" x 4.70 @ 20 cms @ 15 cms @ 15 cms @ 15 cms @ 20 cms -36.97925663531478 -36.97925663531478 -36.97925663531478 -36.97925663531478 -36.97925663531478 1 @ 15 cms 1 -27.82799349642157 EST. Ø 3/8" @ 15 cms 2 Ø 1/2" x 4.59 2 Ø 1/2" x 5.27 VIGA TECHO- V.T- H _(0.20 x 0.30) .25 A' A 2 -27.82799349642157 2 Ø 1/2" x 3.75 2 Ø 1/2" x 3.75 -27.82799349642157 3 -27.82799349642157 2 Ø 1/2" x 4.54 .25 2 Ø1/2" x 3.70 @ 20 cms @ 15 cms @ 15 cms @ 15 cms @ 20 cms @ 20 cms -27.82799349642157 -27.82799349642157 -27.82799349642157 -27.82799349642157 E C -44.85539452969239 -44.85539452969239 EST. Ø 3/8" @ 8 cms @ 8 cms @ 20 cms 2 Ø 1/2" x 6.35 1 Ø 1/2" x 5.15 -44.85539452969239 B' B 2 Ø 1/2" x 6.35 VIGA TECHO- V.T- 10 _(0.20 x 0.30) D F -36.91276474013914 -36.91276474013914 EST. Ø 3/8" @ 8 cms @ 8 cms 1 Ø 1/2" x 3.10 B' B VIGA TECHO- V.T- 10 _(0.20 x 0.30) 2 Ø 1/2" x 3.60 @ 8 cms @ 20 cms 2 Ø 1/2" x 3.60 E F -29.34494715427006 -29.34494715427006 EST. Ø 3/8" @ 8 cms @ 20 cms @ 8 cms .10 .10 .10 .10 2 Ø 1/2" x 2.35 A' A VIGA TECHO- V.T- 8 _(0.20 x 0.30) 2 Ø 1/2" x 2.35 2 -43.27392653424003 -43.27392653424003 EST. Ø 3/8" @ 8 cms @ 8 cms @ 15 cms 2 Ø 1/2" x 5.50 2 Ø 5/8" x 6.67 VIGA TECHO- V.T- A _(0.20 x 0.30) .25 A' A @ 8 cms @ 8 cms 4 -43.27392653424003 @ 8 cms @ 8 cms 1 Ø 5/8" x 4.35 2 Ø 1/2" x 5.00 @ 8 cms -43.27392653424003 5 @ 15 cms -43.27392653424003 1 2 Ø 1/2" x 5.45 .25 2 Ø1/2" x 4.30 C D -36.72057448809045 -36.72057448809045 EST. Ø 3/8" @ 8 cms @ 8 cms @ 20 cms 2 Ø 1/2" x 6.10 .10 .10 .10 .10 3 Ø 1/2" x 6.10 LIMA HOYA 3-4 _(0.20 x 0.30) -36.72057448809045 -36.72057448809045 SECCION D-D' -36.72057448809045 -36.72057448809045 2d1/2" SIN / ESCALA EST. d3/8" C./15cm 3d 5/8" -29.75607106929975 -29.75607106929975 SECCION E-E' -29.75607106929975 -29.75607106929975 2d1/2" SIN / ESCALA EST. d3/8" C./15cm 3d 5/8" C D -29.75607106929975 -29.75607106929975 EST. Ø 3/8" @ 8 cms @ 8 cms @ 8 cms @ 20 cms 2 Ø 1/2" x 6.10 .10 .10 LIMA HOYA 11-12 _(0.20 x 0.25) .10 .10 3 Ø 1/2" x 6.10 E' E 0.20 0.25 0.25 0.20 0.20 0.25 0.25 0.20 0.15 0.20 0.30 0.25 0.15 0.20 0.30 0.25 CUADRO DE FUNDACIONES ( Rs = 1.50 kg/cm2) DESCRIP TIPO ZAPATA PEDESTAL ESP. PROF. REFUERZO (EN DIRECCION A) REFUERZO (EN DIRECCION B) A B C D E H F-1 1.00 1.00 0.30 0.30 1.50 0.15 0.15 1 d 3/8" C/U 15m a/s 0.15 0.15 F-2 1.10 0.30 1.50 0.15 0.15 0.15 0.15 F-3 1.00 2.00 0.30 0.15 0.15 0.15 0.15 1.50 0.30 0.30 0.30 1.10 0.30 0.30 1 d 3/8" C/U 12Cm a/s 1 d 3/8" C/U 15Cm a/s 1 d 3/8" C/U 15m a/s 1 d 3/8" C/U 12Cm a/s 1 d 3/8" C/U 15Cm a/s _ JORGE ELIAZAR MUJICA Arq. Jesus Devia _ _ _ _ _ _ _ _ _ Cazuaje_mata@hotmail.com Arq, Jesus Devia E01 1/50 24/07/07 Arquitectura Estructura_240707 CALCULO ESTRUCTURAL TUCAPE- SECTOR BELLA VISTA, CALLE SEBORUCO VIVIENDA UNIFAMILIAR PLANTA FUNDACIONES ESC.: 1:50 PLANTA INDICE DE TECHO ESC.: 1:50 _ JORGE ELIAZAR MUJICA Arq. Jesus Devia _ _ _ _ _ _ _ _ _ Cazuaje_mata@hotmail.com Arq, Jesus Devia E02 1/50 24/07/07 Arquitectura Estructura_240707 CALCULO ESTRUCTURAL TUCAPE- SECTOR BELLA VISTA, CALLE SEBORUCO VIVIENDA UNIFAMILIAR _ JORGE ELIAZAR MUJICA Arq. Jesus Devia _ _ _ _ _ _ _ _ _ Cazuaje_mata@hotmail.com Arq, Jesus Devia A01 1/50 24/07/07 Arquitectura Arquitectura_240707 PLANTA DISTRIBUCION, PLANTA TECHOS TUCAPE- SECTOR BELLA VISTA, CALLE SEBORUCO VIVIENDA UNIFAMILIAR PLANTA TECHOS ESC.: 1:50 PLANTA DISTRIBUCION ESC.: 1:50

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, béton armé, calculation, concrete, DETAIL, details, DWG, formwork, reinforced concrete, schalung, stahlbeton, structural