Structural Framing For Laboratory, Iron Ore Plant DWG Block for AutoCAD

STRUCTURAL STEEL LABORATORY FOR IRON ORE PLANT

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

elbow, card, card, card, floor slab elev., column, mooring beam, rainwater channel, downstream rainwater, column, porticos, esc., straps, card, card, card, floor slab elev., column, mooring beam, rainwater channel, downstream rainwater, column, portico, esc., straps, j.d., column, card, column, card, column, column, column, column, column, column, column, portico, esc., of mooring, esc., mooring beam, beam, column, column, mooring beam, beam, card, node detail, electrodes:, material resistance, structural steel: fy, mooring beam, column, belt, rainwater channel, detail, esc., pvc pipe, detail, card, card, card, floor slab elev., column, mooring beam, rainwater channel, downstream rainwater, column, portico, esc., straps, j.d., column, card, card, porticos to, esc., card, card, card, floor slab elev., column, mooring beam, rainwater channel, downstream rainwater, column, straps, column, mooring beam, card, card, floor slab elev., column, rainwater channel, downstream rainwater, column, porticos, esc., straps, ridge high, pend., pend., roof plant, plain bar tensioners welded profiles, mooring beam, straps, loading beam, plain bar tensioners welded profiles, ridge high, downpipes rainwater tub. pvc, rainwater channel, roof cover, pend., ridge high, rainwater channel, pend., roofed plant, office plants, esc., osb board dimensions, waste, waste, waste, roof cover, Structural wooden board type esp esp:, asphalt mantle, thermal insulation, soon cover, rainwater channel, card, card, card, floor slab elev., column, mooring beam, rainwater channel, downstream rainwater, column, porticos to, esc., straps, card, mooring beam, card, card, card, floor slab elev., column, mooring beam, rainwater channel, downstream rainwater, column, porticos to, esc., straps, card, card, floor slab elev., column, rainwater channel, downstream rainwater, column, porticos to, esc., straps, card, mooring beam, card, card, floor slab elev., column, rainwater channel, downstream rainwater, column, porticos, esc., straps, card, mooring beam, tube, esc, structural board, typical ceiling detail, channel, structural board, type, mm., green asphalt tile, insulating, asphalt mantle, asphaltic primer, as finished, screw bolt, elbow, elbow, elbow, elbow, elbow, elbow, elbow, elbow, elbow, elbow, elbow, elbow, elbow, rear facade, esc., main facade, esc., right side façade, esc., left side facade, esc., elev. t.o.c., elev. c.o.s., elev., elev. t.o.c., elev. c.o.s., elev. t.o.c., elev., elev. c.o.s., elev. t.o.c., elev. c.o.s., elev. t.o.c., elev. c.o.s., asphalt tile, columns lead coated with concrete, block wall, crown beam, concrete machon, double sheet antipanic door, concrete block wall with clean worktop finish, sliding port made of tubular steel sheet lime. folded tip type day

Raw text data extracted from CAD file:

1.50 1.50 .60 15.00 .60 15.00 3.18 4.48 1.93 1.50 1.50 .60 18.00 .60 18.00 .60 4.00 5.30 1.93 1.00 1.00 6.00 6.00 6.00 3.61 1.00 3.18 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 54.00 18.00 .10 1.10 .60 18.00 1.50 1.50 .60 18.00 .60 19.20 .60 4.00 5.30 6.00 6.00 6.00 1.93 1.00 1.00 2.60 1.50 1.50 .60 15.00 22.60 3.18 4.48 .55 .55 2.60 1.93 1.50 7.00 .60 18.00 .60 19.20 .60 4.00 5.30 54.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 36.00 15.00 3.00 6.00 6.00 6.00 22.23 .81 .81 .81 .82 .81 .81 .81 .81 2.44 2.26 .18 .82 2.44 2.44 2.44 2.28 .81 .81 .58 .82 .81 .81 .81 .82 .81 .81 .81 .81 .81 .81 .58 .81 .81 2.44 2.26 .18 1.47 .97 2.44 1.22 .97 .97 2.44 2.44 2.44 .81 .81 .81 .81 .81 .81 .81 .81 54.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 36.00 15.00 3.00 6.00 6.00 6.00 1.22 2.44 .30 1.22 .33 1.47 .97 2.44 1.22 .33 .86 1.22 2.44 2.44 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .09 .09 .81 .81 .81 .81 .81 .74 .82 1.50 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .67 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .68 .81 .81 .81 .81 .69 .81 .81 3.00 1.50 1.50 .60 18.00 .60 19.20 .60 2.95 4.48 1.93 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .69 .11 1.50 1.50 1.50 .60 18.00 .60 18.00 3.18 4.48 1.93 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .69 2.43 2.43 .81 .81 .81 2.43 2.43 2.43 2.44 1.84 .90 .81 .81 .81 .81 .60 18.00 .60 .60 4.00 5.30 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .69 .11 1.50 .60 19.20 .18 .81 .81 .81 .81 3.00 .81 .60 .18 .81 .81 .81 .81 3.00 .81 .60 18.00 .60 18.00 4.00 5.30 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .69 .11 1.50 2.65 6.00 .28 1.28 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 54.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 54.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 2.10 15.00 3.00 6.00 6.00 6.00 21.00 36.00 2.30 4.80 4.02 4.30 2.10 1.10 .60 .60 15.00 3.00 6.00 6.00 6.00 21.00 36.00 2.95 1.30 4.25 3.18 1.30 4.48 4.00 1.30 5.30 3.18 1.30 4.25 2.95 1.30 4.25 1.05 5.30 3.00 2.10 .20 .20 .10 2.10 .20 .90 1.20 .20 2.30 .20 2.30 .60 2.95 1.50 1.50 .60 15.00 22.60 3.18 4.48 .55 .55 2.60 1.50 7.00 1.50 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .81 .68 .81 .81 .81 .81 .69 .81 .81 1.93 .60 15.00 22.60 3.18 4.48 .55 2.60 7.00 1.93 .31 .20 .30 .30 .60 2.00 4.00 6.00 36.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 18.00 12.00 15.00 6.99 .30 54.00 3.72 1.10 .60 .60 .75 .42 .42 .42 .42 .24 .06 .06 .29 140×60 CARTELA 5 140×60 CARTELA 5 140×60 CARTELA 5 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm VIGA DE AMARRE 160×65 VIGA DE AMARRE 160×65 CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ A B 5 5 5 5 COLUMNA 135x135mm PORTICOS A-B (EJES 5/6) ESC. 1/75 5 <> CORREAS 140×60 (TIP.) 140×60 CARTELA 5 140×60 CARTELA 5 140×60 CARTELA 5 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm VIGA DE AMARRE 160×65 VIGA DE AMARRE 160×65 CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ 4 7 5 5 5 5 COLUMNA 135x135mm 5 PORTICO C ESC. 1/75 5 <> CORREAS 140×60 (TIP.) 1 3 2 J.D. COLUMNA 135x135mm COLUMNA 135x135mm COLUMNA 135x135mm 140×60 5 5 140×60 CARTELA 160×65 5 5 5 5 10 8 9 COLUMNA 135x135mm COLUMNA 135x135mm COLUMNA 135x135mm CARTELA 140×60 5 160×65 5 160×65 160×65 7 COLUMNA 135x135mm 6 COLUMNA 135x135mm 5 COLUMNA 135x135mm 4 COLUMNA 135x135mm 3 COLUMNA 135x135mm 2 COLUMNA 135x135mm 1 COLUMNA 135x135mm 5 5 5 5 5 5 5 5 5 5 160×65 160×65 160×65 160×65 160×65 160×65 160×65 160×65 PORTICO A ESC. 1/75 5 L35x35x4mm (TIP.) 6 (TIP.) 3 5 (TIP.) 3 L50x50x7 COLUMNA/VIGA DE AMARRE ESC. 1/10 VIGA DE AMARRE 160x65mm VIGA 160x65mm COLUMNA 135x135mm L35x35x4mm COLUMNA 135x135mm VIGA DE AMARRE 160x65mm VIGA 160x65mm CARTELA 140x60mm DETALLE DE NODO S/E ELECTRODOS: E – 7018 RESISTENCIA DE MATERIALES ACERO ESTRUCTURAL: Fy = 2530 Kg/cm2 5 3 (TIP.) 3 VIGA DE AMARRE 160x65mm L35X35x4mm COLUMNA 135x135mm 5 CORREA 140x60mm CANAL AGUAS DE LLUVIA DETALLE 2 ESC. 1:25 TUBERIA PVC d4″ DETALLE 1 140×60 CARTELA 5 140×60 CARTELA 5 140×60 CARTELA 5 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm VIGA DE AMARRE 160×65 VIGA DE AMARRE 160×65 CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ 7 4 5 5 5 5 COLUMNA 135x135mm 5 PORTICO G ESC. 1/75 5 <> CORREAS 140×60 (TIP.) 10 8 9 J.D. COLUMNA 135x135mm COLUMNA 135x135mm COLUMNA 135x135mm CARTELA 140×60 5 5 140×60 CARTELA 160×65 5 5 5 5 160×65 160×65 5 PORTICOS A-B-D (EJES 8 AL 10) ESC. 1/75 140×60 CARTELA 5 140×60 CARTELA 5 140×60 CARTELA 5 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm VIGA DE AMARRE 160×65 VIGA DE AMARRE 160×65 CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ A B 5 5 5 COLUMNA 135x135mm 5 <> CORREAS 140×60 (TIP.) 5 COLUMNA 135x135mm 5 5 VIGA DE AMARRE 160×65 5 5 D 140×60 CARTELA 140×60 CARTELA 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ 4 7 5 5 5 5 COLUMNA 135x135mm 5 PORTICOS E / F ESC. 1/75 5 <> CORREAS 140×60 (TIP.) CUMBRERA ELEV. +4.25 CUMBRERA ELEV. +5.30 PEND. 10.5% PEND. 10.5% A 5 2 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 1 B C D E F 5 5 5 5 5 5 PEND. 10.5% PEND. 10.5% PLANTA DE TECHO S/E TENSORES DE BARRA LISA d5/8″ SOLDADOS A LOS PERFILES VIGA DE AMARRE 160×65 CORREAS 140×60 VIGA DE CARGA 160×65 TENSORES DE BARRA LISA d5/8″ SOLDADOS A LOS PERFILES TENSORES DE BARRA LISA d5/8″ SOLDADOS A LOS PERFILES CUMBRERA ELEV. +4.25 BAJANTES AGUAS DE LLUVIA TUB. PVC d4″ CANAL AGUAS DE LLUVIA CUBIERTA DE TECHO (LAMINA DE ALUMINIO) e=0,6mm PEND. 10.5% PEND. 10.5% CUMBRERA ELEV. +5.30 CANAL AGUAS DE LLUVIA CANAL AGUAS DE LLUVIA PEND. 10.5% PEND. 10.5% A 5 2 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 1 B E F 5 5 5 5 5 5 PLANTA ENVIGADO DE TECHO (ELEV. +4.25) 5 5 5 5 5 5 5 5 5 PLANTA OFICINAS ESC. 1/100 5 5 5 DIMENSIONES TABLERO OSB 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DESPERDICIO 5 5 5 DESPERDICIO 5 5 5 5 DESPERDICIO 5 5 5 5 5 CUBIERTA DE TECHO (TEJA ASFALTICA) e=0,6mm TABLERO ESTRUCTURAL DE MADERA TIPO OSB Esp: 15mm MANTO ASFALTICO 3MM AISLANTE TERMICO (ANIME 40mm) PRONTOCAPA 5 5 5 5 5 5 5 5 CANAL AGUAS DE LLUVIA A B D C G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 140×60 CARTELA 5 140×60 CARTELA 5 140×60 CARTELA 5 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm VIGA DE AMARRE 160×65 VIGA DE AMARRE 160×65 CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ A C 5 5 5 5 COLUMNA 135x135mm 5 PORTICOS A-B (EJES 1 AL 4) ESC. 1/75 5 <> CORREAS 140×60 (TIP.) C L C L 5 5 5 5 5 5 5 5 5 5 5 5 5 140×60 CARTELA 5 VIGA DE AMARRE 160×65 140×60 CARTELA 5 140×60 CARTELA 5 140×60 CARTELA 5 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm VIGA DE AMARRE 160×65 VIGA DE AMARRE 160×65 CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ A C 5 5 5 5 COLUMNA 135x135mm PORTICOS A-C (EJES 1 AL 4) ESC. 1/75 5 <> CORREAS 140×60 (TIP.) C L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 140×60 CARTELA 140×60 CARTELA 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ 4 7 5 5 5 COLUMNA 135x135mm 5 PORTICOS B AL G ESC. 1/75 5 <> CORREAS 140×60 (TIP.) C L 5 5 5 5 5 5 5 5 5 5 5 5 5 140×60 CARTELA 5 VIGA DE AMARRE 160×65 5 5 4 7 3` 5 5 5 5 5 5 5 140×60 CARTELA 140×60 CARTELA 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm CANAL AGUAS DE LLUVIA (DET.2) BAJANTE AGUAS DE LLUVIA d4″ 4 7 5 5 5 5 COLUMNA 135x135mm PORTICOS E / F ESC. 1/75 5 <> CORREAS 140×60 (TIP.) C L 5 5 5 5 5 5 5 5 5 5 5 5 5 140×60 CARTELA 5 VIGA DE AMARRE 160×65 5 4 7 3` 5 5 5 5 5 5 5 5 5 5 5 M 600 236 364 L 40x4x40 L 40x4x40 L50x5x50 TUBO 2″x1″ ESC S/E TABLERO ESTRUCTURAL “OSB” DETALLE TIPICO DE TECHO CANAL 3 (TIP.) 3 tablero estructural de tipo “OSB” Esp= 15 mm. teja asfaltica color verde aislante termico(anime 40mm.) manto asfaltico (3 mm.) Imprimador asfaltico como acabado final tornillo tirafondo 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 5 2 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 1 5 2 3 4 5 6 7 8 9 10 5 5 5 5 5 5 5 5 5 1 FACHADA POSTERIOR ESC. 1/75 FACHADA PRINCIPAL ESC. 1/75 C A FACHADA LATERAL DERECHA ESC. 1/75 F D E B 5 5 5 5 5 5 5 C A FACHADA LATERAL IZQUIERDA ESC. 1/75 F D E B 5 5 5 5 5 5 5 ELEV. ±0.00 T.O.C. ELEV. +2.95 C.O.S. ELEV. +4.48C.O.S. 5 5 5 ELEV. ±0.00 T.O.C. ELEV. +2.95 C.O.S. ELEV. +4.48 C.O.S. 5 5 5 ELEV. ±0.00 T.O.C. ELEV. +4.25C.O.S. ELEV. +5.30 C.O.S. 5 5 5 ELEV. ±0.00 T.O.C. ELEV. +2.95 C.O.S. ELEV. +4.48 C.O.S. 5 5 5 ELEV. ±0.00 T.O.C. ELEV. +2.95 C.O.S. ELEV. +4.25 C.O.S. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TEJA ASFALTICA COLUMNAS CONDUVEN 135×135 RECUBIERTAS CON CONCRETO PARED DE BLOQUES ARCILLA TIPO TRINCOTE ACABADO OBRA LIMPIA VIGA DE CORONA 0.15×0.20 MACHON DE CONCRETO 0.15×0.15 MACHON DE CONCRETO 0.15×0.15 MACHON DE CONCRETO 0.15×0.15 PUERTA ANTIPANICO DOBLE HOJA PARED DE BLOQUES DE CONCRETO CON ACABADO DE TABLILLAS OBRA LIMPIA PORTON CORREDIZO CONFORMADO POR TUBULARES 2″x1″ Y LAMINA DE ACERO CAL. 16 DOBLADA TIPO PUNTA DE DIAMANTE. PUERTA ANTIPANICO DOBLE HOJA PUERTA ANTIPANICO DOBLE HOJA PUERTA ENTRADA PRINCIPAL TIPO VAIVEN CON ESTRUCTURA DE ACERO CONDUVEN 80X40 Y VIDRIO LAMINADO DE 8MM VENTANA CORREDIZA DE ALUMINIO Y VIDRIO 5 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 5 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 5 PANTALLA DE PLEYSEN PANTALLA DE PLEYSEN PANTALLA DE PLEYSEN DEPOSITO DE DESECHO REJA METALICA PANTALLA DE PLEYSEN REJA METALICA DEPOSITO DE MATERIALES TEJA ASFALTICA TEJA ASFALTICA TEJA ASFALTICA TEJA ASFALTICA TEJA ASFALTICA 5 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 5 ELEV. +4.80 C.O.S. 5 5 5 5 PUERTA ENTAMBORADA METALICA P9 5 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 5 140×60 CARTELA 5 140×60 CARTELA 5 140×60 CARTELA 5 160×65 160×65 LOSA DE PISO ELEV. ±0.00 COLUMNA 135x135mm VIGA DE AMARRE 160×65 VIGA DE AMARRE 160×65 CANAL AGUAS DE LLUVIA BAJANTE AGUAS DE LLUVIA d4″ A B 5 5 5 COLUMNA 135x135mm 5 <> CORREAS 140×60 (TIP.) 5 COLUMNA 135x135mm 5 5 VIGA DE AMARRE 160×65 5 5 D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 PORTICOS A-B-D (EJES 8 AL 10) ESC. 1/75 ESC. 1/75 5 LOSA DE PISO ELEV. ±0.00 VIGA DE AMARRE 160×65 A B 5 5 5 5 <> 5 5 5 D PORTICOS A-B-D (EJES 7 AL 10) 5 5 5 CANAL A. DE LLUVIA ESC. 1:20 5 5 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 0.60 0.20 CUBIERTA DE TECHO CANAL AGUAS DE LLUVIA TAPA PLANCHA SOLDADA A \A1;TENSOR DE BARRA LISA d\S5/8;” SOLDADA A PLETINA COLUMNA 135x135mm L35x35x4mm (TIP.) 6 (TIP.) 3 COLUMNA 135x135mm VIGA DE AMARRE 160x65mm VIGA 160x65mm CARTELA 140x60mm TAPA \A1;TENSOR DE d\H0.7x;\S5/8;\H1.429x;”(barra lisa) SOLDADA A PLETINA SOLDADA A CCOLUMNAS PLETINA esp=10 mm. .12 .07 ESQUINA DE COLUMNAS .07 EMBUTIDA EN PARED 5 5 ELEV. +5.30 C.O.S. LABORATORIO 5 5 5 5 5 5 5 5 5 5 5 4 5 6 7 3 5 2 5 1 5 PUERTA DE GARAJE SAMPLE RECEPTION X=479869.874 Y=838388.178 Cota terreno=259,345 5 5 8 9 10 SALIDA SALIDA DE EMERGENCIA SALIDA PROPANO OXIGENO ACETILENO Y ARGON OXIDO NITROSO FLUOROSCENCIA SALA DE ABSORCION ZONA DE FUSION DE OFIC. DE SALA DE ALMACEN MUESTRAS CLIMATIZADA RAYOS X SALA ACONDICIONADA U.P.S/ENFRIAMIENTO SALA DE REACTIVOS VIDRIERIA ANALISIS DE AGUA SALA DE TITULACION DEPOSITO OFICINA MINI COMEDOR SALA DE REUNIONES OFICINA OFICINA DE MATERIALES Y COLORIMETRIA EQUIPOS MISCELANEOS ARCHIVO Y ALMACEN SALA MECANICA Y ELECTRICA LOCKERS LOCKERS SALA DE COMPRESORES SALA DE Y PRENSADO MUESTRAS ANALISTAS BALANZAS FILTRADO PLANCHAS ATOMICA 5 7 4 M M M M M M M M M M M M M M M M M M M M SALA ELECTRICA M 5 5 M M A B C E F G SALA DE A/A PULVERIZACION M 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.80×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 0.90×2.10 1.20×2.10 1.20×2.10 1.20×2.10 1.20×2.10 1.00×2.10 1.00×2.10 1.00×2.10 1.00×2.10 0.90×2.10 0.80×2.10 1.00×2.10 SALIDA M AREA PARA DESECHOS (BUNKER) M M M BORDE LOSA DE PISO 0.80×2.10 0.70×2.10 LAVA MOPA 1.20×2.10 5 5 D B A 5 3 (TIP.) 3 VIGA DE AMARRE 160x65mm L35X35x4mm COLUMNA 135x135mm 5 CORREA 140x60mm CANAL AGUAS DE LLUVIA DETALLE 2 ESC. 1:25 TUBERIA PVC d4″ 5 212190 Codo 90 CampanaxEspiga°-1/4×4 00010 CANAL AGUAS DE LLUVIA EMBUTIDA EN PARED L 50X50x4 5 DETALLE ESTRUCT. ESC. 1:10 SOPORTE CANAL L 40X40x4 L 40X40x4 5 5 L 50x50x4 L 40X40 L 40X40 5 5 TUBO 2″x1″ 5 5 5 5 1 PROYECTADO: ESCALA: FECHA: CALCULADO: PLANO N° TITULO: DIBUJADO: REV. seran s/DIN 7168 g. medio Las tolerancias no indicadas FORMATO DF-P.I. NUMBER FORMATO E FECHA PORTICOS ESTRUCTURALES PARA LABORATORIO EN PLANTA DE MINERAL DE HIERRO J. CARRILLO J. CARRILLO J. CARRILLO