Substation Control Room Foundation Details, 50kv DWG Detail for AutoCAD

Substation Control Room Foundation Details, 50kv DWG Detail for AutoCAD

Foundations of a control room for an electric sub station 50 kv

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

plant, Foundation, V. sill, beam, column, Stirrup hook, See plant, variable, Below longitudinal beam bars, Lower view plant, Sole, Typical detail of, Transverse reinforcement, Column finishing, Nfz, Foundations, Overeating, Sole, Shoes, Lightened, Columns, Floors, reinforcing steel, Portland cement, kind, Shoes, Beams, Slabs, Solid type iv units min., Percentage of voids, mortar, Joint between strings, Sill columns, The confined wing will be joined to the structure with wires which enter the wall anchor in the elements of concrete a minimum of mm., Qadm., Simple concrete, Reinforced concrete, Coatings, masonry, Carrying capacity, Technical specifications, Anchor on bottom of foundation, Spun yarns, Wall of masonry, Expanded polystyrene, Independence detail, Of partitions, Det., beam, V. sill, Interrupt in door area, Interrupt in door area, Channel, Channel bottom, Extend longitudinal bars in, Note: do not overlap of the total area in the same section. In the case of not splicing in the areas indicated with the percentages specified increase the length of splicing in a, values, Lower reinforcement, Upper reinforcement, anyone, Perimeter detail, Of solid slab, Typical anchorage of beams, Cantaloupes, Foundation, Foundation:, Override for channel crossing, Lower view plant, Sole, Typical detail of, Foundation, Armed uprising, Nfz, Typical knot detail, Column beam, column, Strap hook, longitudinal, reinforcement, column, beam, longitudinal, reinforcement, strip, Column straps, From the edge of the, Strap, Strap it, To tie to, Edge of the, Beam strips, Typical knot detail, Beam s, longitudinal, reinforcement, beam, longitudinal, reinforcement, Notes, The graph scale shown is for the format to consider double, Use only dimensions indicated in the drawings., Dimensions in millimeters levels unless indicated.

Raw text data extracted from CAD file:

\A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1400 \A1;1850 \A1;3600 \A1;3600 \A1;3600 \A1;12650 \A1;4500 \A1;300 \A1;300 \A1;300 \A1;300 \A1;200 \A1;150 \A1;250 \A1;150 \A1;d \A1;d \A1;300 \A1;300 \A1;Ver Planta \A1;100 \A1;600 \A1;Variable \A1;150 \A1;2668 \A1;600 (Tip.) \A1;300 \A1;250 \A1;25 \A1;100 \A1;25 A \A1;300 \A1;300 \A1;600 \A1;600 \A1;600 \A1;600 \A1;350 \A1;500 \A1;200 \A1;150 \A1;300 \A1;600 \A1;150 \A1;500 \A1;200 \A1;150 \A1;300 \A1;600 \A1;150 \A1;600 \A1;150 \A1;200 \A1;150 \A1;600 \A1;150 \A1;300 \A1;300 \A1;300 \A1;300 \A1;150 \A1;40 \A1;1850 \A1;3600 \A1;3600 \A1;3600 \A1;12650 \A1;4500 \A1;300 \A1;300 \A1;1400 \A1;100 \A1;600 \A1;600 \A1;450 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;3600 \A1;1600 \A1;1450 \A1;1450 \A1;1600 5 5 5 5 5 5 CIMENTACIÓN 1:50 5 5 5 5 5 5 CC-2 CC-2 CC-2 C1 C2 C2 C2 C1 Z1 Z1 Z1 Z3 Z1 Z1 P1 P1 C1 CC-2 CC-2 CC-2 C2 P1 P1 P1 P1 CC-1 P1 P1 P1 P1 P1 P1 CC-1 CC-1 P1 C1 C2 P1 P1 C2 P1 P1 P1 P1 Hz=600 NFz=-2.05 d5/8"@200 Z2 Hz=600 NFz=-1.90 d5/8"@200 Z1 Hz=600 NFz=-1.50 d5/8"@200 Z1 Z1 A' B' C' D' E' 1' 2' 8d3/4" d3/8",1@0.05,6@0.10, 5 5 C-2 1/25 R@0.20 8d5/8" d3/8",1@0.05,6@0.10, 5 5 C-1 1/25 R@0.20 4d3/8" d1/4mm,4@0.10 R@0.15 5 5 P-1 1/25 4d3/8" 5 5 V. SOLERA 1/25 6mm,1@0.05,5@0.10, R@0.25 d 1/4" 3/8" 2cm. 3cm. \A1;ESP. r d ó VIGA \A1;ESP. r \A1;45 a d COLUMNA \A1;45 d GANCHO DE ESTRIBOS S/E. a 10cm. 15cm. 5 5 Ver Planta 5 5 Variable 5 5 <> (Tip.) 5 Debajo de barras longitudinales de viga V-1 d Inferior ver planta Solado DETALLE TÍPICO DE ANCLAJE, REFUERZO TRANSVERSAL Y REMATE DE COLUMNAS 1/25 NFZ CIMIENTOS CORRIDOS f'c=10MPa(100kg/cm2+30% DE P.G.) SOBRECIMIENTOS f'c=14MPa(140kg/cm2) SOLADO f'c=10MPa(100kg/cm2) ZAPATAS f'c=30MPa(300kg/cm2) PLACAS, VIGAS, ALIGERADOS f'c=30MPa(300kg/cm2) COLUMNAS f'c=30MPa(300kg/cm2) PAVIMENTOS f'c=30MPa(300kg/cm2) ACERO DE REFUERZO f'y=420MPa(4200kg/cm2) CEMENTO PORTLAND Tipo "I" ZAPATAS 75 VIGAS 40 LOSAS 20 UNIDADES MACIZAS TIPO IV (e mín. 13 cm) f'm=65Kg/cm2 PORCENTAJE DE VACÍOS 30% (Máximo) MORTERO 1:4 (CEMENTO-ARENA) JUNTA ENTRE HILADAS 1cm(min.)/1.5cm(máx.) COLUMNETAS Y SOLERAS f'y=21MPa(210kg/cm2) LA ALAÑILERÍA CONFINADA IRA UNIDA A LA ESTRUCTURA CON 2 ALAMBRES #8 C/HILADAS LOS CUALES ENTRAN 0.50m EN EL MURO Y ANCLAN EN LOS ELEMENTOS DE CONCREO UN MÍNIMO DE 250 mm. Qadm. 1.00 kg/cm2 CONCRETO SIMPLE CONCRETO ARMADO RECUBRIMIENTOS ALBAÑILERÍA CAPACIDAD PORTANTE ESPECIFICACIONES TECNICAS ANCLAR EN FONDO DE CIMIENTO CORRIDO 5 2 ALAMBRES #8 CORRIDOS C/3 HILADAS P1 MURO TABIQUE DE ALBAÑILERÍA POLIESTIRENO EXPANDIDO DETALLE DE INDEPENDIZACIÓN DE TABIQUES 1/25 5 5 5 DET. 1 DET. 1 VIGA V. SOLERA 5 5 5 5 5 5 5 2d5/8" 2d5/8" 2d5/8" 2d5/8" C C 1 d3/8"@100 @100 1 d3/8", 1@50, 7@100, R@150. V-2 (300 x 350) 1/25 5 5 5 5 5 5 INTERRUMPIR EN ZONA DE PUERTAS f'c=14MPa 4d1/2" d8mm@200 f'c=10MPa+30%PG CC-1 1/25 NFC=-1.05 5 5 5 5 5 5 INTERRUMPIR EN ZONA DE PUERTAS CC-2 1/25 5 5 CANALETA f'c=10MPa+30%PG NFC=-1.05 NPT±0.00 4d1/2" d8mm@200 5 5 5 5 FONDO DE CANALETA NPT±0.00 4Ø1/2" 1 Ø3/8"@100 EXTENDER BARRAS LONGITUDINALES 350mm EN C/EXT. D-D 1/25 NOTA: A). NO EMPALMAR MAS DE 50% DEL ÁREA TOTAL EN MISMA SECCIÓN. B). EN CASO DE NO EMPALMAR EN LAS ZONAS INDICADAS O CON LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70%. VALORES m REFUERZO INFERIOR REFUERZO SUPERIOR H CUALQUIERA H<300 H>300 400 500 700 400 400 450 450 500 700 3/8" 1/2" 5/8" d D D 4d5/8" d3/8",1@0.05,7@0.10, 5 5 C-C 1/25 R@0.15 4d5/8" d3/8",1@0.05,R@0.10 5 5 V-1 1/25 5 5 2d3/8" 1 d1/4"@200 DETALLE DE PERIMETRO DE LOSA MACIZA A-A 1/25 ANCLAJE TIPICO DE VIGAS PERALTADAS P1 P1 P1 P1 CC-1 P1 CC-1 CIMENTACIÓN 1:50 5 5 5 5 5 5 C1 P1 Z1 A' B' C' D' E' 1' 2' Z1 CC-2 Z1 Cimiento: f'c=10MPa+30%PG C2 Sobrecimiento armado, para cruce de canaleta NPT±0.00 Z1 E-E 1/25 NFC=-1.05 E E 5 5 1400 5 5 d Inferior ver planta Solado DETALLE TÍPICO DE ZAPATA, CIMIENTO CORRIDO Y SOBRECIEMIENTO ARMADO NFZ 4d1/2" d8mm@200 600 450 .05 .05 DETALLE TIPICO NUDO VIGA - COLUMNA columna Gancho fleje Longitudinal Refuerzo Columna .05 .05 .05 .05 Viga Longitudinal Refuerzo (Primer fleje a 0.05 Flejes de columna del borde de la viga) (Primer fleje a 0.05 del fleje y la varilla) (Debe amarrar al borde de la columna) Flejes de viga DETALLE TIPICO NUDO VIGA - VIGA Longitudinal Refuerzo Viga Viga Longitudinal Refuerzo 4d5/8" d3/8",1@0.05,R@0.10 1 d3/8", 1@50, 7@100, R@150. V-2 (300 x 350) V-1 5 5 5 5 5 3200 1600 2400 1/40 0 800 4000 m 1/25 1500 0 500 1000 2000 2500 mm NOTAS : 1.- LA ESCALA GRAFICA MOSTRADA ES PARA EL FORMATO A-1, PARA A-3 CONSIDERAR EL DOBLE 3.- USAR SOLO DIMENSIONES INDICADAS EN LOS PLANOS. 2.- DIMENSIONES EN MILIMETROS Y NIVELES EN METROS, SALVO INDICADO.

Language	Spanish
Drawing Type	Detail
Category	Water Sewage & Electricity Infrastructure
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	alta tensão, autocad, beleuchtung, control, DETAIL, details, détails électriques, detalhes elétrica, DWG, electric, electrical details, elektrische details, FOUNDATION, foundations, haute tension, high tension, hochspannung, iluminação, kläranlage, kv, l'éclairage, la tour, lighting, room, Station, substation, torre, tower, treatment plant, turm