Foundation Details DWG Detail for AutoCAD

Foundation Details DWG Detail for AutoCAD

Foundation Details

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

plants foundation shoes quantities, building, calculation, projects i. c., design, i. c., do not. archive, scale, rev, issued for, date, drawing, m.c., do not. flat, aprobo, reinforcing steel:, structural concrete: f’c, reinforced concrete, materials, description, reinforcing steel, form, psi concrete, Building materials standards according to design standards, building, all measurements are given in millimeters. diameters, notes, amounts of work, item, cant, fy for, General notes, beams, space, summary amounts of reinforcing iron, day., long in m., item weight, total, for iron cutting see detailed drawing of each element in the drawings, beams of mooring plate, scale, poor concrete f’c, for rod mm., The lengths of the hooks will be:, eighths of inches, for rod mm., poor concrete, compact recebo, c.p.s., j.e.c., shoe section, scale, beam, with selected material from the excavation, up and down, poor, compacted to the modulated proctor, beam, up down both ways, quantity:, zapata section, scale, poor, compacted to the modified proctor, with selected material from the excavation, beam, with selected material from the excavation, compacted to the modified proctor, poor, zapata section, scale, quantity:, zapata section, quantity:, scale, compacted to the modified proctor, poor, with selected material from the excavation, beam, both senses, with selected material from the excavation, scale, zapata section, quantity:, recebo compacted to the modified proctor, both senses, poor, both senses, beam, zapata section, quantity:, scale, compacted to the modified proctor, poor, with selected material from the excavation, beam, up and down, joists, braces, columns, stairs, mezzanines, lightened plate, shoes, total, in construction, the amounts must be verified by the contractor, revised for construction, m.c., j.e.c., c.p.s., plant structure foundations, mooring, floor slab esp., of floor, on floor slab, reference, polyethylene layer gauge for waterproofing, typical floor section, concrete psi, mezzanine slab, facades walls, parapets, tape, lintels, urbanizacion santa isabel sector ii stage, draft:, cdn, a.r.g., revised cant. irons vgtas, DC., a.r.g.

Raw text data extracted from CAD file:

\A1;2870 \A1;8000 \A1;3650 \A1;16000 \A1;4930 \A1;100 \A1;5000 \A1;3650 \A1;3500 \A1;100 \A1;100 \A1;350 \A1;450 \A1;100 \A1;250 \A1;250 \A1;100 \A1;1000 \A1;3280 \A1;1500 \A1;1220 \A1;1000 \A1;350 \A1;450 \A1;1650 \A1;2280 \A1;2200 = = \A1;620 \A1;1250 \A1;100 \A1;1980 \A1;2800 = = \A1;320 \A1;1650 \A1;1280 \A1;3600 \A1;220 \A1;1250 \A1;2100 \A1;1500 \A1;1950 \A1;400 \A1;2800 \A1;700 \A1;2800 \A1;1025 \A1;2200 \A1;3125 \A1;1000 \A1;100 \A1;1125 \A1;100 \A1;900 \A1;1000 \A1;2975 \A1;12025 \A1;400 \A1;800 \A1;30 \A1;300 \A1;300 \A1;30 \A1;400 \A1;400 \A1;400 \A1;300 \A1;30 \A1;400 \A1;400 \A1;400 \A1;300 \A1;30 \A1;400 \A1;400 \A1;400 \A1;600 \A1;250 \A1;350 \A1;2800 = = \A1;100 \A1;2200 = = \A1;350 \A1;400 \A1;30 \A1;300 \A1;400 \A1;400 \A1;1000 = = \A1;250 \A1;400 \A1;30 \A1;300 \A1;400 \A1;400 \A1;3600 \A1;350 \A1;2100 \A1;1500 \A1;100 \A1;40 1:50 PLANTAS CIMENTACION - ZAPATAS Y CANTIDADES CONSTRUCCION 0 ES - 001 Calculo PROYECTOS I. C. Diseño P R O Y E C T O S I. C. No. Archivo Escala E01 Rev. Emitido Para Fecha MAYO-2002 Dibujo M.C. No. Plano Aprobo - ACERO DE REFUERZO: - CONCRETO ESTRUCTURAL: f'c = 210 kg/cm2 (3000 PSI) - CONCRETO REFORZADO MATERIALES DESCRIPCION ACERO DE REFUERZO FORMALETA CONCRETO DE 3000 psi 2- NORMAS DE MATERIALES Y CONSTRUCCION SEGUN NORMAS DE DISEÑO Y CONSTRUCCION SISMO-RESISTENTES NSR-98 1- TODAS LAS MEDIDAS ESTAN DADAS EN MILIMETROS. Y DIAMETROS NOTAS 004 003 142.00 582.00 M2 M3 CANTIDADES DE OBRA 001 ITEM 15906.18 Kg CANT UN Fy = 4200 kg/cm2 para d > ½" (60000 psi) Fy = 2400 kg/cm2 para d<3/8" (37000 psi) NOTAS GENERALES VIGAS ESPACIO 0.56 5450.00 #3 #6 #5 #4 161.83 2.24 1592.00 683.00 1.56 1.00 RESUMEN CANTIDADES DE HIERRO DE REFUERZO DIA. LONG EN M. PESO/M PESO ITEM TOTAL #7 25.5 3.06 #8 91.00 3.98 362.12 78.03 361.5 2483.52 683.00 3052.00 7020.17 PARA DESPIECE DE HIERROS VER DIBUJO DETALLADO DE CADA ELEMENTO EN LOS PLANOS ES-001 ES-002, ES-003 Y ES-004 1958.641675841471 1958.641675841471 VIGAS DE AMARRE PLACA N= ±0.00 1849.779876457804 -310.4189499843924 1958.641675841471 E C-1 1657.380912316861 ESCALA 1.50 C-1 1849.779876457804 B C D C-1 (350x450) C-2 (350x450) 1849.779876457804 C-2 1849.779876457804 A 3 C-3 (250x250) 1849.779876457804 C-1 C-1 C-1 2 C-3 C-1 1657.380912316861 C-1 C-1 C-1 1 - CONCRETO POBRE : f'c = 100 kg/cm2 (1428 PSI) PARA VARILLA #4 - 150 mm. 3- LAS LONGITUDES DE LOS GANCHOS SERAN DE: OCTAVOS DE PULGADAS PARA VARILLA #5 A #7 - 200 mm. PARA VARILLA #8 - 250 mm. CONCRETO POBRE 002 M2 63.73 RECEBO COMPACTADO 005 M3 19.20 M.P.1190 C.P.S. J.E.C. J.E.C. -310.4189499843924 -310.4189499843924 -310.4189499843924 Z-1 -364.9542651183874 -310.4189499843924 Z-2 -310.4189499843924 Z-1 C-3 (250x250) 5 5 5 5 5 Z-3 Z-5 Z-6 Z-4 Z-4 Z-7 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 -310.4189499843924 5 5 -310.4189499843924 -310.4189499843924 -310.4189499843924 5 5 5 -310.4189499843924 E D C B -2656.463222107166 -2656.463222107166 0.0 -2656.463222107166 SECCION ZAPATAS Z-5 & Z-6 ESCALA 1.50 C-1 C-2 C-2 C-1 \A1;VIGA V-103 \A1;PROYECCION VIGA V-102 \A1;PROYECCION VIGA V-102 \A1;PROYECCION VIGA V-102 \A1;PROYECCION VIGA V-102 \A1;RELLENO CON MATERIAL SELECCIONADO DE LA EXCAVACION N=±000 N=-1200 1#5 @200 Arriba y Abajo 60 L=2000 (Z-5) 60 L=1600 (Z-6) 1#6 @150 Arriba y Abajo \A1;CONCRETO POBRE \A1;RECEBO COMPACTADO AL 95% DEL PROCTOR MODIFACADO 1 #3 0.56 410.00 229.6 #4 1.00 1043.10 1043.10 1924.00 #3 0.56 680.00 380.80 #4 1.00 245.00 245.00 625.80 #3 0.56 1659.6 929.37 #4 1.00 519.00 519.00 #5 1.56 807.00 1258.92 2707.29 #3 0.56 84.00 47.04 #4 1.00 217.60 217.60 #5 1.56 68.00 106.08 370.72 #3 0.56 1371.50 768.10 768.10 #4 1.00 44.00 44.00 44.00 #4 1.00 248.8 248.80 3 N=±000 \A1;PROYECCION VIGA V-103 N=-1200 774.8006806395424 774.8006806395424 774.8006806395424 774.8006806395424 774.8006806395424 \A1;VIGA V-104 3+3#4 @250 Arriba y Abajo Ambos Sentidos L=1000 CANTIDAD: 2 SECCION ZAPATA Z-1 ESCALA 1:25 \A1;COCRETO POBRE \A1;RECEBO COMPACTADO AL 95% DEL PROCTOR MODIFICADO \A1;RELLENO CON MATERIAL SELECCIONADO DE LA EXCAVACION 2 C-3 \A1;PROYECCION VIGA V-101 C-1 \A1;VIGA V-102 N=±000 N=-1200 0.0 0.0 0.0 0.0 0.0 \A1;RELLENO CON MATERIAL SELECCIONADO DE LA EXCAVACION \A1;RECEBO COMPACTADO AL 95% DEL PROCTOR MODIFICADO \A1;COCRETO POBRE SECCION ZAPATA Z-4 ESCALA 1:25 CANTIDAD: 2 -9295.386127761667 N=-1200 SECCION ZAPATA Z-3 CANTIDAD: 1 ESCALA 1:25 1198.831576276672 1198.831576276672 2 \A1;RECEBO COMPACTADO AL 95% DEL PROCTOR MODIFICADO \A1;COCRETO POBRE \A1;RELLENO CON MATERIAL SELECCIONADO DE LA EXCAVACION \A1;VIGA V-102 \A1;PROYECCION VIGA V-101 -9295.386127761667 -9295.386127761667 N=±000 C-1 735.3507158585708 735.3507158585708 350 2800 = = 735.3507158585708 18+18#5 @150 Ambos Sentidos L=3300 18+18#4 @150 Ambos Sentidos L=3300 15+15#5 @150 Ambos Sentidos L=2600 15+15#4 @150 Ambos Sentidos L=2600 1198.831576276672 1198.831576276672 1552.407129548083 N=-1200 \A1;RELLENO CON MATERIAL SELECCIONADO DE LA EXCAVACION ESCALA 1:25 1552.407129548083 SECCION ZAPATA Z-2 CANTIDAD: 1 2 1552.407129548083 1552.407129548083 1552.407129548083 1552.407129548083 RECEBO COMPACTADO AL 95% DEL PROCTOR MODIFICADO 5+5#4 @250 Ambos Sentidos L=1400 \A1;COCRETO POBRE 5+5#4 @250 Ambos Sentidos L=1400 \A1;VIGA V-104 \A1;PROYECCION VIGA V-101 N=±000 1552.407129548083 C-3 -9279.096752472178 N=-1200 SECCION ZAPATA Z-7 -192.4790845949465 CANTIDAD: 1 ESCALA 1:25 -9279.096752472178 -9279.096752472178 2 \A1;RECEBO COMPACTADO AL 95% DEL PROCTOR MODIFICADO \A1;COCRETO POBRE \A1;VIGA V-102 \A1;RELLENO CON MATERIAL SELECCIONADO DE LA EXCAVACION \A1;PROYECCION VIGA V-101 -9279.096752472178 N=±000 -9279.096752472178 -9279.096752472178 C-1 13#6 @150 L=4000 \A1;13#6 @150 L=4000 \A1;36+36#5 @100 Arriba y Abajo L=2300 2100 1500 VIGUETAS RIOSTRAS COLUMNAS ESCALERAS ENTREPISOS PLACA ALIGERADA ZAPATAS #5 578.4 1.56 902.30 #6 168.00 2.24 376.32 1527.42 TOTAL 15906.18 EN OBRA 4- LAS CANTIDADES DEBERAN SER VERIFICADAS POR EL CONTRATISTA 1 REVISADO PARA CONSTRUCCION JULIO-2002 M.C. J.E.C. J.E.C. M.P.1190 C.P.S. V-102 (300x400) V-102 (300x400) V-103 (300x400) V-102 (300x400) V-102 (300x400) V-104 (300x400) V-103 (300x400) V-101 (300x400) PLANTA ESTRUCTURA CIMIENTOS 100 40 A A \A1;VIGAS DE AMARRE LOSA DE PISO esp. 100 \A1;ACABADO DE PISO \A1;NIVEL =0.00 SOBRE LOSA DE PISO \A1;ARMADURA DE REFERENCIA 1 d¼"@150 (A/S) O "CONCREMALLA" Q-6 \A1;COLOCAR CAPA DE POLIETILENO CALIBRE 8 PARA IMPERMEABILIZACION SECCION A-A TIPICA DE PISO esp.=100 CONCRETO 3000 psi LOSA ENTREPISO #2 1595.00 0.26 414.70 414.70 MUROS FACHADAS #2 583.20 0.26 151.60 151.60 ANTEPECHOS #2 110.80 0.26 28.80 28.80 #4 CINTA 36.00 1.00 36.00 #3 DINTELES 325.00 0.56 182.00 #2 380.10 0.26 98.83 280.83 #2 26.00 0.26 6.75 42.75 URBANIZACION SANTA ISABEL V SECTOR II ETAPA PROYECTO: #2 2505.00 651.30 0.26 2 M.P.25202-20799 CDN. A.R.G. MAYO-2003 REVISADO CANT. HIERROS VIGAS, VGTAS y RIOSTRAS C.C. A.R.G.

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, DETAIL, details, DWG, FOUNDATION, foundations, fundament