Construction Details – Foundations DWG Detail for AutoCAD

Construction Details – Foundations DWG Detail for AutoCAD

Construction details – Foundations

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

npt, foundation, esc., associate architects, esc., lightened first level, esc., columns, plant shoe, esc., plant shoe, esc., sole, false floor, compacted sand, grill, sole, cut, esc., detail of foundation beam shoes columns, false floor, compacted sand, grill, false floor, compacted sand, esc., zapata detail, cut, sole, foundation beam, grill, sole, grill, compacted sand, false floor, esc., anchor detail, brick wall kk., finished floor, Great stuff. comp., foundation, esc:, section, overcoming, foundation, esc:, section, brick wall kk., esc:, Great stuff. comp., foundation, finished floor, section, overcoming, Great stuff. comp., finished floor, plate cm., beams cm., columns cm., shoes cm., coatings, cement, Cyclopean concrete, reinforced concrete, lightened cm., shoes cm., depth of foundation m.t., Notes:, liquid asphalt layer, for loan material., concretions concrete cement of p.m. size, footings columns beams ladder slab lightened fc, Technical specifications, concrete cement s size, mortar type with thickness of vertical horizontal joints cms., will not be cemented in the foundation will be made from the natural terrain, in the depth where the carrying capacity of greater., will use portland cement cement type foundation is recommended with a, if the soil contains sulphates other salts which may affect the, remove from the natural ground underneath floors replace it, terrace, n.p.t., garden, n.p.t., n.p.t., study, ss.hh, n.p.t., hall, n.p.t., kitchen, dinning room, n.p.t., living room, terrace, n.p.t., terrace, garden, n.p.t., stairway foundation, entry, n.p.t., ace., beam, ace., esc:, ace., second tranche, ace., ace., esc:, first stretch, ace., structural staircase detail, esc:, ace., empty staircase, empty patio, empty patio, empty staircase, lightened second level, esc., lightened roof, beams, esc., the temperature, lightened typical, esc., esc., cantilevered detail, typical detail beams, vs, vs, roof tile roof, empty patio, empty car port, skylight, vs, vs, in mesh, esc., cut, esc., cistern plant, single family Home, foundation details, Mrs. miriam vasquez ramos, husband, new development, province: huancayo, design, draft, el tambo district, date, flat, Location, owner:, area, sheet, scale, scale, sheet, area, owner:, Location, flat, date, el tambo district, draft, design, huancayo province, new development, lightened details, single family Home, associate architects, Mrs. miriam vasquez ramos, husband

Raw text data extracted from CAD file:

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SOLADO, F'c=80Kg/Cm2 Piso Terminado e=4" Material Gran. Comp. .50 CIMIENTO ESC: 1/20 SECCION 2-2 .50 SOBRECIMIENTO CIMIENTO ESC: 1/20 NPT.+0.05 0.10 0.70 0.20 0.10 0.10 0.80 0.40 SECCION 3-3 0.10 0.70 0.20 0.10 MURO DE LADRILLO KK. 0.15 0.10 0.10 0.20 0.70 0.10 0.40 0.80 NPT.+0.05 ESC: 1/20 Material Gran. Comp. CIMIENTO Piso Terminado e=4" SECCION 1-1 SOBRECIMIENTO SOLADO, F'c=80Kg/Cm2 .50 Material Gran. Comp. Piso Terminado e=4" SOLADO, F'c=80Kg/Cm2 Fy : 4,200 Kg/cm2 p : 1.00 Kg/cm2 (Verificar en Obra) PLACA : 5.0 cm. VIGAS : 3.0 cm. COLUMNAS : 3.0 cm. ZAPATAS : 7.0 cm. RECUBRIMIENTOS = SOLADO ; Mezcla : CEMENTO : 1 : 12 CONCRETO CICLÓPEO CONCRETO ARMADO ALIGERADO : 2.0 cm. ZAPATAS : 7.5 cm. PROFUNDIDAD DE CIMIENTO : -0.85 m.t. NOTAS: CAPA DE ASFALTO LÍQUIDO RC-250. POR MATERIAL PRÉSTAMO. SOBRECIMIENTOS : CEMENTO : HORMIGON 1:8 + 25% de P.M. TAMAÑO max:3" ZAPATAS , COLUMNAS , VIGAS , ESCALERA , LOSA ALIGERADA : Fc : 210 Kg/cm2 ESPECIFICACIONES TECNICAS CIMIENTOS : CEMENTO : HORMIGON 1:10 + 30% de P.G. TAMAÑO max:6" MORTERO TIPO M CON ESPESOR DE JUNTAS HORIZONTALES Y VERTICALES = 1.5 CMS. NO SE CIMENTARÁ EN RELLENO, LA CIMENTACIÓN SE EFECTUARÁ A PARTIR DEL TERRENO NATURAL Y EN LA PROFUNDIDAD DONDE LA CAPACIDAD PORTANTE DE 0.80 KG./CM2. O MAYOR. UTILIZARÁ CEMENTO I PORTLAND O CEMENTO TIPO V Y SE RECOMIENDA LA CIMENTACIÓN CON UNA SI EL TERRENO CONTIENE SULFATOS Y OTRAS SALES QUE PUEDAN AFECTAR EL CONCRETO, SE REMOVER H=0.10 (MÍNIMO) DEL TERRENO NATURAL UBICADO DEBAJO DE PISOS Y REEMPLAZARLO 6 5 4 3 2 1 5 5 5 5 5 5 A 5 5 B C 5 6 5' 5 4 3 2 1 5 5 5 5 5 5 5 A B C 5 5 5 TERRAZA N.P.T. +0.30 JARDÍN N.P.T. +0.00 N.P.T. +0.00 CAR-PORT N.P.T. +0.30 ESTUDIO SS.HH N.P.T. +0.00 HALL N.P.T. +0.30 N.P.T. +0.15 COCINA COMEDOR N.P.T. +0.15 N.P.T. +0.45 SALA TERRAZA N.P.T. +0.45 N.P.T. +0.45 TERRAZA JARDÍN N.P.T. +0.00 CIMENTACIÓN ESCALERA 5 5 INGRESO N.P.T. +0.30 C-3 C-3 C-3 C-3 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 05 0.16 0.16 0.16 0.16 0.16 0.16 07 06 NPT.+1.175 As. ø 1/2" @ 0.20 As. ø 1/2" @ 0.20 As. ø 1/2" @ 0.20 As. ø 1/2" @ 0.20 0.70 0.25 12 NPT.+2.40 09 11 10 08 VIGA V-A 0.15 0.15 As. ø 1/2" @ 0.20 ESC: 1/25 As. ø 1/2" @ 0.20 SEGUNDO TRAMO 0.25 E=0.15 0.70 0.25 As. ø 1/2" @ 0.20 As. ø 1/2" @ 0.20 0.70 05 02 03 04 E=0.15 As. ø 1/2" @ 0.20 0.16 0.16 0.16 0.16 01 ESC: 1/25 PRIMER TRAMO As. ø 1/2" @ 0.20 0.10 0.50 0.25 NPT.+0.30 NPT.+0.30 0.70 0.80 0.25 DETALLE ESTRUCTURAL DE ESCALERA ESC: 1/25 NPT.+1.175 As. ø 1/2" @ 0.20 1 d 1/2" 1 d 1/2" 1 d 1/2" VP-101 5 5 5 C B A 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 5 5 1 2 3 4 5 5' 6 5 C B 5 5 A VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 5 5 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 5 VP-101 VACÍO ESCALERA VACÍO PATIO 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 5 1 d 1/2" 5 5 1 d 1/2" 5 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 VACÍO PATIO VACÍO PATIO VP-101 5 5 1 d 1/2" 5 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 5 5 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 VP-101 A 5 5 B C 5 5 4 3 2 1 5 5 5 5 5 5 4 3 2 1 5 5 5 5 5 A B C 5 5 VP-101 1 d 1/2" 1 d 1/2" 1 d 1/2" C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 VP-101 C B 5 3 4 5 2 3 4 C B 5 A VP-101 VP-101 VP-101 1 d 1/2" 5 1 d 1/2" VP-101 VACÍO ESCALERA 1 d 1/2" 5 5 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" VP-101 VP-101 5 1 d 1/2" 5 1 d 1/2" ALIGERADO SEGUNDO NIVEL ESC. 1/50 ESC. 1/50 ALIGERADO AZOTEA 5 5 5 V - S' 5 1 F° 1/2" 1 F° 1/2" 5 5 2 F° 1/2" 2 F° 1/2" 5 V - S C - C D - D 5 2 F° 1/2" V - A 5 2 F° 1/2" 2 F° 1/2" VIGAS ESC. 1/10 5 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 2 F° 5/8" 5 VP - 101 A - A 2 F° 5/8" B - B 5 5 5 AS TEMPERATURA 0 1/4" @ .25 ALIGERADO TIPICO 1:10 5 5 5 5 5 4 F° 5/8"+2 Fº 1/2" 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 1-1 5 1 1 1 1 5 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 4 F° 1/2" 2 2 2-2 5 VP - 101 VA 2 2 ESC. 1/25 ESC. 1/25 4 F° 1/2" ESC. 1/25 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 5 1 1 2 2 DETALLE EN VOLADIZO 1:25 DETALLE TIPICO VIGAS VA VS B B VS 5 VS' VS' VA VA VS VS VS VS' VA VA VA VA VA VACÍO TECHO TEJA VACÍO PATIO VACÍO CAR PORT 3/8 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e 1/4 " 1 @ 0.05 3 @ 0.10 2 @ 0.15 R @ 0.20 c/e VA VA 5 5 5 5 5 5 TRAGALUZ TRAGALUZ VS VS VA VA VA VA VA VA VA VS VS VA 5 VS VS VS VS VS' VS' VA VA VA VA VA VA VA VA VA VA VA VA VA VA VS' 0.60 5 B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B A A B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B B VA B B B B VA B B B B B B B B VA B B B B B B VA VA VA VS VS VS VS VS VS V=2.20 X 1.70 X 1.25 = 4.675 m³ 0.15 1.62 0.10 0.08 0.40 0.15 0.15 0.15 1.55 0.15 1.00 0.50 0.50 5 1.00 0.50 0.30 0.15 1.60 0.10 0.50 0.15 ø 1/2" @ 0.20 ø 3/8" @ 0.20 ø 3/8" @ 0.15 EN MALLA ø 3/8" @ 0.20 ø 1/2" @ 0.20 ø 3/8" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 ø 3/8" @ 0.20 ESC. 1/120 CORTE B-B CORTE A-A ESC. 1/120 ESC. 1/20 B B B B A A A A A A 0.55 0.73 0.55 0.73 ø 1/2" @ 0.20 ø 1/2" @ 0.20 2.50 0.05 ø 3/8" @ 0.20 ø 3/8" @ 0.20 ø 3/8" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 ø 1/2" @ 0.20 <> 0.15 1.55 0.15 2.00 0.15 0.55 0.60 0.55 0.15 0.275 0.275 0.275 0.275 0.55 0.55 CISTERNA - PLANTA 2.00 0.15 1.10 0.05 0.05 0.50 0.10 2.00 0.15 1.70 0.15 5 0.15 2.20 0.15 0.15 1.60 0.05 0.05 0.50 0.05 0.10 VC-101 VC-101 VC-101 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 3 3 1 1 1 1 3 3 1 1 1 1 1 1 3 3 3 3 VC-101 VC-101 VC-101 VIVIENDA UNIFAMILIAR CIMENTACION - DETALLES SRA. MIRIAM VASQUEZ RAMOS y ESPOSO DEPARTAMENTO : JUNÍN PROVINCIA :HUANCAYO DISEÑO : PROYECTO : DISTRITO : EL TAMBO FECHA : PLANO : UBICACION : PROPIETARIO: AREA : LAMINA N° : ESCALA : 1 / 50 1 / 50 ESCALA : LAMINA N° : AREA : PROPIETARIO: UBICACION : PLANO : FECHA : DISTRITO : EL TAMBO PROYECTO : DISEÑO : PROVINCIA : HUANCAYO DEPARTAMENTO : JUNÍN ALIGERADO - DETALLES VIVIENDA UNIFAMILIAR E-02 ARQUITECTOS ASOCIADOS 5 5 SRA. MIRIAM VASQUEZ RAMOS y ESPOSO

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	aluminio, aluminium, aluminum, autocad, construction, construction details, DETAIL, details, DWG, foundations, gesso, gips, glas, glass, Housing, l'aluminium, le verre, mauer, mur, panels, parede, partition wall, plaster, plâtre, structures, vidro