Power Substation Foundation Details, 2 Transformers DWG Detail for AutoCAD

Power Substation Foundation Details, 2 Transformers DWG Detail for AutoCAD

DETAIL PLAN–CONCRETE FOUNDATION STRUCTURES FOR POWER SUBSTATION WITH 2 TRANSFORMERS, E.G., DETAILS OF STEEL REINFORCING, LOCATION OF BOLTS. TECHNICAL SPECIFICATIONS.

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

Nfp, plant, Reference planes, Bearing capacity, Concrete in contact after, Concrete emptied against the ground, Corrugated steel bars, Level natural terrain, Level foundation bottom, Simple concrete, legend, Admissible pressure, Have been stripped, covering, reinforcing steel, Technical specifications, cement, Reinforced concrete, Simple concrete, kind, Notes, Upper pedestal level, Cement type portland, All measurements in meters unless otherwise noted, HE. cuts, Upper level of slab, Mailbox background level, Mailbox cover level, The location of the bolts is in accordance with the, All bolts will carry cm. Of flat washer nuts, Galvanized in the rods will be directed to the c.g., Details of provided equipment, cut, Esc., dilatation meeting, Ntn., dilatation meeting, cut, Esc., transformer, base of, Upper reinforcement, Lower reinforcement, Upper reinforcement, Lower reinforcement, Sardinel, cut, Esc., Sole, Ref. Sup Inf., Ref. Sup Inf., Main slab, Ref. Sup Inf., Ref. Sup Inf., Sardinel, Upper reinforcement, Lower reinforcement, Upper reinforcement, Lower reinforcement, Upper reinforcement, Lower reinforcement, Upper reinforcement, Lower reinforcement, Upper reinforcement, Lower reinforcement, Upper reinforcement, Lower reinforcement, Upper reinforcement, Lower reinforcement, Transformer base, Base board, Esc., Sardinel siege, Esc., mailbox, Esc., top, Sole, mailbox, Esc., Slab plant, Esc., Fire wall, Ref. Sup Inf., Ref. Sup Inf., mailbox, Esc., flat, archive:, design:, drawing:, reviewed:, Dis., Apr., description, Rev., date:, date, Structures, draft:, flat:, Indicated, review:, scale, Dib., Reference planes, Bearing capacity, Concrete in contact after, Concrete emptied against the ground, Corrugated steel bars, Level natural terrain, Level foundation bottom, Simple concrete, legend, Admissible pressure, Have been stripped, covering, reinforcing steel, Technical specifications, cement, Reinforced concrete, Simple concrete, kind, Notes, Upper pedestal level, Cement type portland, All measurements in meters unless otherwise noted, Upper level of slab, Mailbox background level, Mailbox cover level

Raw text data extracted from CAD file:

NFP +1.50 NTC.+0.30 1 EC-101 PLANTA -- \A1;0.283 \A1;0.283 \A1;0.15 \A1;1.60 \A1;0.25 \A1;0.15 \A1;0.70 \A1;0.70 \A1;0.85 \A1;1.25 \A1;1.30 \A1;0.25 \A1;1.20 \A1;0.15 \A1;6.55 \A1;0.25 \A1;0.90 \A1;0.70 \A1;0.25 \A1;0.25 \A1;2.00 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.25 \A1;1.00 \A1;2.00 \A1;0.25 \A1;1.20 \A1;1.45 \A1;1.20 \A1;0.25 PLANOS DE REFERENCIA : CAPACIDAD PORTANTE DEL TERRENO - CONCRETO EN CONTACTO DESPUES DE - CONCRETO VACIADO CONTRA EL SUELO - BARRAS DE ACERO CORRUGADO (ASTM-A615) N.T.N.= NIVEL TERRENO NATURAL N.F.C.= NIVEL FONDO DE CIMENTACION CONCRETO SIMPLE LEYENDA - PRESION ADMISIBLE HABER SIDO DESENCOFRADO RECUBRIMIENTO ACERO DE REFUERZO qo=1,20 Kg/cm2 :4.0cm fy=4200Kg/cm2 :7.5cm ESPECIFICACIONES TECNICAS - CEMENTO - CONCRETO ARMADO (BASES) - CONCRETO SIMPLE (SOLADO) f'c=100Kg/cm2 f'c=210Kg/cm2 TIPO MS-ANTISALITRE NOTAS N.S.P.= NIVEL SUPERIOR DE PEDESTAL 2- CEMENTO PORTLAND TIPO MS-ANTISALITRE 1- TODAS LAS MEDIDAS EN METROS SALVO INDICACION CONTRARIA OC-SE-ES-111-01 S.E. "EL SAUCO"-PLANTA Y CORTES N.S.L.= NIVEL SUPERIOR DE LOSA N.F.B.= NIVEL FONDO DE BUZÓN N.T.B.= NIVEL TAPA DE BUZÓN 4- LAS CARACTERISTICAS Y UBICACION DE LOS PERNOS ESTAN DE ACUERDO A LOS 3- TODOS LOS PERNOS LLEVARAN 15 cm. DE ROSCA, 2 ARANDELAS PLANAS Y 3 TUERCAS Y GALVANIZADAS EN CALIENTE, LOS BASTONES SE DIRIJIRAN AL C.G. DETALLES DE EQUIPOS PROPORCIONADOS \A1;1.200 \A1;0.400 \A1;0.100 \A1;1.500 \A1;0.300 \A1;0.900 \A1;1.500 \A1;0.300 \A1;0.150 \A1;0.900 \A1;0.150 \A1;0.150 \A1;0.200 \A1;0.200 \A1;0.200 \A1;0.200 \A1;0.30 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.10 \A1;0.80 \A1;0.10 \A1;0.200 \A1;0.200 \A1;0.15 \A1;1.00 \A1;0.15 \A1;0.15 \A1;0.75 \A1;0.15 \A1;0.15 \A1;0.75 \A1;0.15 NTC.+0.30 N.T.N.= 0.00 N.S.P.= +0.30 N.S.P.= +0.25 N.S.P.= +0.45 N.S.L.= +0.00 N.S.L.= +0.00 N.S.P.= +1.20 N.S.P.= +0.45 N.T.N.= 0.00 N.S.P.= +0.30 N.T.N.= 0.00 N.F.B.= -0.60 CORTE A - A ESC. 1:15 N.T.N.= 0.00 A A 5 5 N.F.C.= -0.50 N.F.C.= -0.50 N.S.P.= +0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Junta de dilatación 1" NTN. 0.00 Junta de dilatación 1" Junta de dilatación 1" A A A 5 5 5 5 5 N.S.P.= +0.45 N.S.P.= +0.45 N.S.L.= 0.00 N.S.L.= 0.00 N.T.N.= 0.00 CORTE B - B ESC. 1:25 TRANSFORMADOR N.F.C.= -0.40 N.F.C.= -0.30 N.F.C.= -0.30 N.S.P.= +0.45 1.00 5 1.00 5 5 5 5 5 5 BASE DE d1/2" @ 0,25 REFUERZO SUPERIOR d1/2" @ 0,25 REFUERZO INFERIOR d1/2" @ 0,25 REFUERZO SUPERIOR d1/2" @ 0,25 REFUERZO INFERIOR d3/8"@ 0,25 N.F.C.= -0.40 N.F.C.= -0.30 SARDINEL CORTE B - B ESC. 1:20 5 5 5 5 5 5 5 Solado e=0.10m f'c=100kg/cm2 5 NSP=+0.20 NSG=±0.10 8 d1/2" Ref. Sup. e Inf. 8 d1/2" Ref. Sup. e Inf. NTN=±0.00 8 d1/2" Ref. Sup. e Inf. d1/2"@0.20 LOSA PRINCIPAL d3/8" @0.20 d1/2" @0.20 Ref. Sup. e Inf. d1/2" @0.20 Ref. Sup. e Inf. d1/2" @0.20 d1/2"@0.20 d1/2" @0.20 d1/2" @0.20 d1/2"@0.20 d1/2"@0.20 8 d1/2" Ref. Sup. e Inf. d1/2" @0.20 N.S.P.= +0.45 d1/2" @0.15 d1/2" @0.15 d1/2" @0.20 d3/8" @0.18 d3/8" @0.18 SARDINEL d3/8" @0.22 d3/8" @0.15 d3/8" @0.25 d3/8" @0.15 d3/8" @0.25 d1/2" @ 0,20 REFUERZO SUPERIOR d1/2" @ 0,20 REFUERZO INFERIOR d1/2" @ 0,20 REFUERZO SUPERIOR d1/2" @ 0,20 REFUERZO INFERIOR d1/2" @ 0,20 REFUERZO SUPERIOR d1/2" @ 0,20 REFUERZO INFERIOR d1/2" @ 0,20 REFUERZO SUPERIOR d1/2" @ 0,20 REFUERZO INFERIOR d1/2" @ 0,20 REFUERZO SUPERIOR d1/2" @ 0,20 REFUERZO INFERIOR d1/2" @ 0,20 REFUERZO SUPERIOR d1/2" @ 0,20 REFUERZO INFERIOR d1/2" @ 0,20 REFUERZO SUPERIOR d1/2" @ 0,20 REFUERZO INFERIOR BASE TRANSFORMADOR BASE TRANSFORMADOR N.T.N.= 0.00 BASE TABLERO ESC. 1:15 SARDINEL - CERCO ESC. 1:10 BUZÓN B-2 ESC. 1:15 Tapa e=3" A N.T.N.= 0.00 5 5 5 5 5 5 5 5 Solado e=2" 0.30 5 5 5 N.T.B.= +0.10 N.F.C.= -0.925 5 N.F.B.= -0.775 BUZÓN B-1 ESC. 1:15 5 5 d3/8" @0.18 d3/8" @0.18 5 5 5 5 5 5 5 5 5 5 5 5 d3/8" @0.18 d3/8" @0.18 PLANTA LOSA ESC. 1:15 5 5 N.T.N.= 0.00 MURO CORTAFUEGO d1/2"@0.20 d1/2"@0.20 8 d1/2" Ref. Sup. e Inf. d1/2" @0.20 N.S.P.= +0.45 8 d1/2" Ref. Sup. e Inf. d1/2" @0.20 A B B d3/8" @0.20 d3/8" @0.18 d3/8" @0.18 d3/8" @0.20 d3/8" @0.20 d3/8" @0.20 5 5 5 5 5 5 N.T.B.= +0.20 N.T.N.= 0.00 N.F.C.= -1.15 N.F.B.= -1.00 5 5 5 BUZÓN B-3 ESC. 1:15 N.T.B.= -0.10 N.F.C.= -0.775 N.F.C.= -0.925 Plano Archivo: DISEÑO: DIBUJO: REVISADO: DIS. APR. DESCRIPCIÓN REV. FECHA: FECHA ESTRUCTURAS PROYECTO: PLANO: INDICADA Revisión: Escala : DIB. Nº : PLANOS DE REFERENCIA : CAPACIDAD PORTANTE DEL TERRENO - CONCRETO EN CONTACTO DESPUES DE - CONCRETO VACIADO CONTRA EL SUELO - BARRAS DE ACERO CORRUGADO (ASTM-A615) N.T.N.= NIVEL TERRENO NATURAL N.F.C.= NIVEL FONDO DE CIMENTACION CONCRETO SIMPLE LEYENDA - PRESION ADMISIBLE HABER SIDO DESENCOFRADO RECUBRIMIENTO ACERO DE REFUERZO qo=1,20 Kg/cm2 :4.0cm fy=4200Kg/cm2 :7.5cm ESPECIFICACIONES TECNICAS - CEMENTO - CONCRETO ARMADO (BASES) - CONCRETO SIMPLE (SOLADO) f'c=100Kg/cm2 f'c=210Kg/cm2 TIPO MS-ANTISALITRE NOTAS N.S.P.= NIVEL SUPERIOR DE PEDESTAL 2- CEMENTO PORTLAND TIPO MS-ANTISALITRE 1- TODAS LAS MEDIDAS EN METROS SALVO INDICACION CONTRARIA N.S.L.= NIVEL SUPERIOR DE LOSA N.F.B.= NIVEL FONDO DE BUZÓN N.T.B.= NIVEL TAPA DE BUZÓN

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, cement, DETAIL, details, DWG, einrichtungen, facilities, FOUNDATION, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, power, provision, reinforcing, steel, structures, substation, transformers, wasser bestimmung, water