Exhibition Hall DWG Block for AutoCAD

Exhibition Hall DWG Block for AutoCAD

Open Exhibition Hall – 754 m2 – Plants – Views

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

piles area, plane :, date :, horizontal scale :, location plant, content :, notes :, review :, authorize :, drawing:, structural calculation :, design :, owner:, location :, project :, room exhibition, existing post, area, exhibition area, roof projection, esc :, fence, existing perimeter curb, depth, foundation and details plant, foundation plant, cut aa, compacted select material, column axis, pedestal, natural terrain, cut bb, cc cut, structural floor of ceilings and details, structural floor of roofs, spacing of gutters, bracing position, bracing, variable, cut dd, gray color acm, details, ee cut, detail bracing, detail plate, detail of joints , details together and facade, ff cut, main facade

Raw text data extracted from CAD file:

\A1;3.45 \A1;12.13 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.00 \A1;6.00 \A1;0.63 \A1;4.77 \A1;6.00 \A1;6.00 \A1;4.77 \A1;6.78 \A1;35.00 \A1;21.54 A E D C B AREA PILAS 1 2 3 1 2 3 A 4 5 6 7 E D C B 4 5 6 7 PLANO: FECHA: ESCALA HORIZONTAL: PLANTA DE UBICACION MARZO/2005 1 5 1:100 CONTENIDO: NOTAS: REVISO: AUTORIZO: DIBUJO : CALCULO ESTRUCTURAL: G + R DISEÑO: PROPIETARIO : UBICACION: PROYECTO: SALA DE EXHIBICION POSTE EXISTENTE 5 5 5 5 5 5 5 5 A R E A E S T A C I O N A M I E N T O 5 5 5 5 5 5 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" A R E A D E E X H I B I C I O N PROYECCION DE TECHOS PLANTA DE UBICACION ESC: 1:100 5 5 CERCO BORDILLO PERIMETRAL EXISTENTE HONDURAS \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.00 \A1;6.00 \A1;4.77 \A1;6.00 \A1;6.00 \A1;4.77 \A1;35.00 \A1;21.54 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.15 \A1;0.70 \A1;0.30 \A1;1.20x1.20 \A1;1"x45° \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.40 \A1;0.45 \A1;0.45 \A1;0.45 \A1;1"x45° \A1;1"x45° \A1;0.50 \A1;0.50 PLANTA DE CIMENTACION Y DETALLES 2 PLANO: 5 MARZO/2005 FECHA: ESCALA HORIZONTAL: 1:100 CALCULO ESTRUCTURAL: CONTENIDO: NOTAS: G + R REVISO: DIBUJO : AUTORIZO: PROPIETARIO : HONDURAS DISEÑO: UBICACION: SALA DE EXHIBICION PROYECTO: E 1 D C B A 2 3 4 5 6 7 1 3 2 4 6 5 7 E D C B A 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 PLANTA DE CIMENTACION ESC: 1:100 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 PROYECCION DE TECHOS Z-1 Z-1 Z-1 Z-1 A A A A A A A A 1.20 0.15 0.70 0.30 1.20x1.20 10"x 10"x 1/4" LOSA DE CONCRETO DE 0.15 cms. CON ARAMADO MONOLIT MALLA 6/6, 4.5/4.5 7#5 A/S PL. 0.30x 0.30x 1/2" CON 2 ANCLAJES DE 5/8"Ø C C B B Z-1 (20 UNIDADES) ESC: 1:10 1"x45° 0.20 0.20 0.20 0.15 0.25 0.25 0.25 0.50 0.40 CORTE A-A ESC: 1:10 LOSA DE CONCRETO DE 0.15 cms. CON ARAMADO MONOLIT MALLA 6/6, 4.5/4.5 4#5 Y #3 @ 0.20 MATERIAL SELECTO COMPACTADO EJE COLUMNA PEDESTAL TERRENO NATURAL 0.45 0.45 0.45 1"x45° 1"x45° #3 @ 0.20 #3 @ 0.20 CORTE B-B ESC: 1:10 4#5 4#4 10"x 10"x 1/4" 0.50 0.50 4#5 4#4 #3 @ 0.20 10"x 10"x 1/4" CORTE C-C ESC: 1:10 \A1;4.77 \A1;6.00 \A1;6.00 \A1;4.77 \A1;21.54 \A1;35.00 \A1;6.00 \A1;1.20 \A1;6.00 \A1;6.00 \A1;5.00 \A1;1.20 \A1;6.00 \A1;6.00 \A1;0.40 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;0.10 \A1;4.50 \A1;4.50 \A1;21.54 \A1;1.20 \A1;0.70 \A1;6.00 \A1;10.77 \A1;1.20 \A1;0.12 \A1;0.03 \A1;VARIABLE \A1;0.10 \A1;0.50 \A1;0.70 \A1;1.20 \A1;0.70 \A1;0.50 \A1;0.5375 \A1;0.5375 \A1;1.075 \A1;0.70 5 5 E D C 1 2 3 4 5 6 E 7 5 D C 5 PLANTA ESTRUCTURAL DE TECHOS Y DETALLES 1:100 MARZO/2005 FECHA: PLANO: 3 ESCALA HORIZONTAL: CONTENIDO: DIBUJO : NOTAS: G + R CALCULO ESTRUCTURAL: DISEÑO: AUTORIZO: REVISO: 5 B A 5 5 5 1 2 3 5 5 4 5 5 6 5 5 D B A 7 SALA DE EXHIBICION HONDURAS PROYECTO: UBICACION: PROPIETARIO : 5 5 PLANTA ESTRUCTURAL DE TECHOS ESC: 1:100 ESPACIAMIENTO DE CANALETAS ESC: 1:75 0.40 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.15 0.10 4.50 4.50 21.54 POSICION DE ARRIOSTRAMIENTO POSICION DE ARRIOSTRAMIENTO POSICION DE ARRIOSTRAMIENTO 1.20 0.70 6.00 20' 10.77 20' DET-2 1.20 D D D T-1 T-1 T-1 T-1 T-1 T-1 T-1 TENSORES 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø SAG-ROD 1/2"Ø TENSORES 1/2"Ø TENSORES 1/2"Ø TENSORES 1/2"Ø TENSORES 1/2"Ø TENSORES 1/2"Ø TENSORES 1/2"Ø TENSORES 1/2"Ø B.A.LL. 4"Ø B.A.LL. 4"Ø B.A.LL. 4"Ø B.A.LL. 4"Ø B.A.LL. 4"Ø B.A.LL. 4"Ø B.A.LL. 4"Ø 4"x 4"x 1/8" 4"x 4"x 1/8" 4"x 4"x 1/8" 4"x 4"x 1/8" 4"x 4"x 1/8" CANAL DE A.LL. DE 1/16" CANAL DE A.LL. DE 1/16" CANAL DE A.LL. DE 1/16" ARRIOSTRAMIENTO ARRIOSTRAMIENTO ARRIOSTRAMIENTO ARRIOSTRAMIENTO ARRIOSTRAMIENTO ARRIOSTRAMIENTO 0.12 0.03 VARIABLE 0.10 0.50 0.70 1.20 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" PL. 0.30"x 0.30"x 3/8" PL. 0.15"x 0.15"x 3/8" FLASHING LAMINA DE 1/16" CORTE D-D ESC: 1:10 LAMINA ALUZINC CAL.26 [ 6"x 2"x 1/16" TUBO DE 2"Ø H.N. ESTRUCTURAL TUBO DE 2"Ø H.N. ESTRUCTURAL T-1 ACM COLOR GRIS 4"x 4"x 1/8" VER DET-1 TUBO DE 2"Ø H.N. ESTRUCTURAL DETALLE-1 (10 UNIDADES) ESC: 1:10 0.70 0.50 0.5375 0.5375 1.075 0.70 TUBO DE 2"Ø H.N. ESTRUCTURAL [ 6"x 2"x 1/16" @ 1.15 [ 6"x 2"x 1/16" @ 1.15 \A1;0.70 \A1;6.00 \A1;1.20 \A1;1.20 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.77 \A1;4.77 \A1;6.00 \A1;6.00 \A1;4.77 \A1;21.54 \A1;10.77 \A1;1.20 \A1;1.20 \A1;1.70 \A1;0.03 \A1;0.12 \A1;0.60 \A1;0.60 \A1;1.20 \A1;0.30 \A1;0.05 \A1;0.15 \A1;0.70 \A1;0.70 \A1;0.02 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;6.00 \A1;0.70 \A1;1.20 \A1;0.70 \A1;0.50 \A1;6.00 \A1;VARIABLE \A1;1"x45° \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1"x45° MARZO/2005 5 PLANO: 4 1:100 DETALLES ESCALA HORIZONTAL: FECHA: CONTENIDO: NOTAS: HONDURAS CALCULO ESTRUCTURAL: DIBUJO : AUTORIZO: REVISO: G + R UBICACION: PROPIETARIO : DISEÑO: SALA DE EXHIBICION PROYECTO: DET-2 6.00 0.70 1.20 1.20 1.50 1.50 1.50 1.50 1.50 1.50 1.77 4.77 6.00 6.00 4.77 21.54 10.77 1.20 1.20 1.70 1 1 1/2"x 1 1/2"x 3/16" 2 2 1/2"x 2 1/2"x 1/4" 1 1 1/2"x 1 1/2"x 1/4" 1 1 1/2"x 1 1/2"x 1/8" TIJERA-1 (7 UNIDADES) ESC: 1:75 0.03 0.12 0.60 0.60 1.20 0.30 0.05 0.15 FLASHING LAMINA DE 1/16" 4"x 4"x 1/8" ACM COLOR GRIS LAMINA ALUZINC CAL.26 PL. 0.30"x 0.30"x 3/8" 10"x 10"x 1/4" 0.70 0.70 0.02 [ 6"x 2"x 1/16" @ 1.15 1/2"Øx45° TUBO DE 2"Ø H.N. ESTRUCTURAL TUBO DE 2"Ø H.N. ESTRUCTURAL CANAL DE A.LL. DE 1/16" PINTADO CON EPOXICA BLANCO SAG-ROD 1/2"Ø T-1 DETALLE-2 ESC: 1:10 MODULO DE FASCIA DE 6.00 MTS. ESC: 1:25 1.00 1.00 1.00 1.00 1.00 1.00 6.00 4"x 4"x 1/8"x 1.20 4"x 4"x 1/8"x 1.20 ACM COLOR GRIS T-1 T-1 E E [ 4"x 2"x 1/16" TUBO DE 2"Ø H.N. ESTRUCTURAL 0.70 1.20 TUBO DE 2"Ø H.N. ESTRUCTURAL CORTE E-E ESC: 1:10 0.70 0.50 DETALLE ARRIOSTRAMIENTO ESC: 1:20 ESC: DETALLE-3 1:10 6.00 VARIABLE PL. 0.20"x 0.20"x 1/4" DET-3 < 2 1/2"x 2 1/2"x 3/16" < 2 1/2"x 2 1/2"x 3/16" T-1 T-1 T-1 1"x45° 0.20 0.20 e=1/4" DETALLE PLACA ESC: 1:10 1"x45° 0.20 0.20 e=1/4" \A1;4.77 \A1;21.54 \A1;35.00 \A1;4.77 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.00 \A1;35.00 \A1;6.00 \A1;6.00 \A1;4.80 \A1;1.20 \A1;0.70 \A1;1.20 \A1;1.20 \A1;1.20 \A1;6.00 \A1;5.00 \A1;6.00 \A1;6.00 \A1;1.20 \A1;1.20 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.50 \A1;2.50 \A1;3.00 \A1;3.00 \A1;2.385 \A1;2.385 \A1;3.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;2.385 \A1;2.385 \A1;0.15 \A1;4 cms. \A1;5.30 \A1;0.70 \A1;0.70 \A1;1.20 \A1;7.90 5 5 5 DETALLE DE JUNTAS D 1 E C B 2 3 ESC: 4 D 5 1:100 5 6 7 E 5 5 C B 5 5 A 1 5 5 2 3 4 5 5 5 6 7 A 1:100 MARZO/2005 5 FECHA: ESCALA HORIZONTAL: PLANO: 5 DETALLES JUNTAS Y FACHADA CONTENIDO: NOTAS: DIBUJO : REVISO: G + R SALA DE EXHIBICION HONDURAS CALCULO ESTRUCTURAL: AUTORIZO: DISEÑO: UBICACION: PROYECTO: PROPIETARIO : 35.00 6.00 6.00 4.80 1.20 0.70 1.20 1.20 1.20 6.00 5.00 7 6 5 4 6.00 6.00 1.20 1.20 G + R 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 F F F F F F F F F F F F <>5 <>5 5 5 5 5 2.385 2.385 F F F F F F F F CORTE F-F ESC: 1:10 0.15 4 cms. LOSA DE CONCRETO DE 0.15 cms. CON ARAMADO MONOLIT MALLA 6/6, 4.5/4.5 RELLENO CON EPOXICO IMPAC-3000 5.30 0.70 0.70 1.20 7.90 FACHADA PRINCIPAL ESC: 1:75 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" 10"x 10"x 1/4" ACM COLOR GRIS

Language	Spanish
Drawing Type	Block
Category	Cultural Centers & Museums
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, CONVENTION CENTER, cultural center, DWG, Exhibition, hall, museum, open, plants, views