Structures – Restaurant H Assembly DWG Block for AutoCAD

Structures – Restaurant H Assembly DWG Block for AutoCAD

STRUCTURES; FOUNDATION RESTAURANT

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

sole, scale, scale, band, scale, scale, scale, scale, license plate, scale, e.g., scale, e.g., e.g., beam, scale, scale, column, meeting, wall elevation, scale, scale, scale, scale, scale, scale, scale, scale, scale, corridos, scale, typical detail of zapata, scale, foundation encounter detail, scale, additional, beams, level columns, Technical specifications, the level of natural terrain, Note: it will be corrugated, cement type portland, reinforcing steel:, fillings:, general:, level of foundation must be found, floor type conglomerate, should not be cemented over filler, foundation conditions:, measured level from, simple concrete:, reinforced concrete:, ground:, concrete e.g., cross, longitudinal, seismic-resistant structural system, concrete porticos, relative between floor, total last level, maximum displacements, cross, longitudinal, Static method force, cross cms., longitudinal cms., scale, e.g., beam roof beam, sealed net seal with elastomer, brick row, beam sill, wires each yarn, columneta, beam sill, nfp, scale, typical tabiqueria reinforcement, the armature will be spliced ​​only in the, of the total reinforcement each time., it will not be allowed to overlap, third of the section., notes on the assembly of columns plates:, in the area of ​​the splice, additional stirrups: except, reinforced columns, esc:, detail of, additional, Add. in knot, last floor, Add. in knot, see notes, connecting beam, minimum floor, shoe, in stacked columns, see notes, additional, scale, scale, seismic design parameters, detail of beam foundation without wall, scale, sole, scale, stretches, section, section in plan, section, scale, columns, scale, stairs, first floor foundation plant, scale, meeting, legend, bearing, not bearing, meeting, scale, scale, garage, ladder is born, scale, typical detail of foundation run low, scale, section, section, step width, step height, stairs, section, floors:, general technical specifications, simple concrete, concrete cycle, matrix, stone max., general concrete:, reinforced concrete, reinforcing steel:, astm, concrete emptied against the ground:, coatings, slab walls, until, greater, except as indicated in the, splices, the following values:, diameter, according to the level of implant indicated in the drawings:, floor, measured from the level of false floor, Foundation:, concrete cycle, matrix, stone max., except as indicated in the, splices, the following values:, diameter, loads, regulations, earthquake, concrete, floors, professional, review, signature owner., drawing, anrg, plant sections, scale, date, dec., indicated, structures, specialty, sheet, owner:, professional signature, draft, flat, professional, review, signature owner., drawing, anrg, beams details, scale, date, indicated, structures, specialty, sheet, owner:, professional signature, draft, flat, professional, review, signature owner., drawing, anrg, plate columns, scale, date, indicated, structures, specialty, sheet, owner:, professional signature, draft, flat, dec., restaurant, restaurant

Raw text data extracted from CAD file:

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A - NFP+0.15 5 5 5 5 5 ESCALA 1/20 \A1;SECCION 5 \A1;C°C° 1:10+30% P.G. B - NFP+0.15 5 5 5 5 5 5 2d3/8" \A1;C°C° 1:10+30% P.G. NFP+0.15 2d3/8"@.30 5 5 VIGA VC-004 (25x50) ESCALA 1/20 d3/8":1@5 10@10 R@20 4d5/8" 5 5 ESCALA 1/25 \A1;SECCION - 1 5 5 5 5 5 5 5 5 5 VS-002 VS-001 VC-005 \A1;PROYECCION d COLUMNA 1 - JUNTA 1" 5 5 5 5 5 5 5 VS-002 VS-002 VS-002 VS-002 VS-002 VS-002 VS-001 VS-001 VS-001 VS-001 VS-001 VS-001 VC-005 VC-005 VC-005 5 5 5 5 5 ELEVACION MURO M-1 ESCALA 1/50 \W0.67784; \A1;E CM-1 CM-3 CM-1 CM-3 CM-1 CM-3 ESCALA 1/20 5 VS-001 5 6d1/2" 3/8":1@5, 6@10, R@20 ESCALA 1/20 5 VS-002 5 4d1/2" 3/8":1@5, 5@10, R@20 ESCALA 1/20 5 VC-005(15x40) 5 4d3/8" 3/8":1@5, 8@10, R@20 ESCALA 1/20 5 CM-1 5 6d5/8" 3/8":1@5, 8@10, R@20 ESCALA 1/20 5 CM-2 5 6d5/8" 3/8":1@5, 8@10, R@20 ESCALA 1/20 5 CM-3 5 6d1/2" 3/8":1@5, 8@10, R@20 N.F.P+0.15 Z-4 NC-1.05M CM-2 ESCALA 1/20 5 C-6 5 \A1;4d1/2" \W6.21429; \A1; 3/8":1@5, \W6.21429; \A1; 8@10, \W6.21429; \A1; R@20 ESCALA 1/20 5 C-7 5 \A1;4d3/8" \W6.21429; \A1; 3/8":1@5, \W6.21429; \A1; 6@10, \W6.21429; \A1; R@20 5 \A1;VC-001 \A1;VC-002 \A1;VC-003 CORRIDOS 5 5 5 5 ESCALA 1/20 DETALLE TIPICO DE ZAPATA 5 5 5 \A1;(INDICADAS EN PLANTA) \A1;N.C.-1.05 \A1;SOLADO 5CM. B (INDICADA EN PLANTA) ESCALA 1/20 DETALLE DE ENCUENTRO ZAPATA-VIGA CIMENTACION B (VER EN PLANTA) \A1;3/8"@25 (adicionales) \A1;3/8"@25 (adicionales) 5 5 5 ESCALA 1/25 \A1;VC-003 (30x60) \A1;d3/8":1@5, 8@10, R@20 \A1;Z-6 \A1;3d5/8" \A1;2d5/8" \A1;N.F.P. \A1;VC-002 \A1;2d5/8" \A1;Z-2 \A1;N.C.-1.05 \A1;N.C.-1.05 \A1;4 3/8" ADICIONALES \A1;COL. CM-1 \A1;COL. CM-2 \A1;NFP +.05 VIGAS \A1;VIGAS VC- COLUMNAS 1er y 2do NIVEL ESPECIFICACIONES TECNICAS EL NIVEL DE TERRENO NATURAL NOTA: ELd1/4" SERA CORRUGADO CEMENTO PORTLAND TIPO I ACERO DE REFUERZO: f'y=4200 Kg/cm2 RELLENOS: GENERAL: f'c=210 Kg/cm2 - A NIVEL DE CIMENTACION SE DEBE ENCONTRAR UN SUELO TIPO CONGLOMERADO NO SE DEBERA CIMENTAR SOBRE RELLENO CONDICIONES DE CIMENTACION: - NIVEL DE CIMENTACION, Df=-1.20m, MEDIDO DESDE =1.50 Kg/cm2 CONCRETO SIMPLE: CONCRETO ARMADO: TERRENO: CONCRETO 1:10+30% P.G. TRANSVERSAL (y) = 0.0051 << 0.007 (ART. 15.1, E30) LONGITUDINAL (x) = 0.001<< 0.007 (ART. 15.1, E30) U = 1.00 Z = 0.40 V = (ZUSC) P 1) SISTEMA ESTRUCTURAL SISMORESISTENTE PORTICOS DE CONCRETO ARMADO+PLACAS C = 2.50 P = 775 t 3.2) RELATIVO DE ENTRE PISO 3.1) TOTALES ULTIMO NIVEL 3) MAXIMOS DESPLAZAMIENTOS R TRANSVERSAL y = 8 (PORTICO) S = 1.40 R LONGITUDINAL x = 7 (PORTICO+PLACAS) 2) FUERZA SISMICA, METODO ESTATICO (ART. 17.3, E030) TRANSVERSAL (y) = 2.74 CMS. LONGITUDINAL (X) = 0.55 CMS. R \A1;A \A1;B 5 5 5 ESCALA 1/20 \A1;SECCION 5 \A1;C°C° 1:10+30% P.G. C - NFP+0.15 LOSA TECHO Y/O VIGA JUNTA NETA 1/2" SELLADO CON ELASTOMERO HILERA DE LADRILLO VIGA SOLERA VS-C 2 ALAMBRES #8 CADA 3 HILADAS (CORRIDOS) COLUMNETA C-4, y C7 (MAX. C/3MT.) VIGA SOLERA VS-D NFP 5 ESCALA 1/25 \A1;DETALLE TIPICO REFUERZO DE TABIQUERIA 1) SE EMPALMARA LA ARMADURA SOLO EN EL DEL TOTAL DEL REFUERZO CADA VEZ. 2) NO SE PERMITIRA EMPALMAR MAS DEL 50% TERCIO CENTRAL DEL TRAMO. NOTAS SOBRE EL ARMADO DE COLUMNAS Y PLACAS: 3) EN LA ZONA DEL EMPALME SE COLOCARAN ESTRIBOS ADICIONALES: 3/8"@10, EXCEPTO ARMADO DE COLUMNAS - PLACAS \A1;N.F.P. ESC: 1/25 DETALLE DE ADICIONALES 1@5, R@espec. @10, ADIC. EN NUDO 1@5, R@espec. 1@5, R@espec. ULTIMO PISO @10, ADIC. EN NUDO ADICIONALES VER NOTAS 1@5, R@espec. 5/8" 3/8" 1/2" 25 30 20 70 60 50 d a e c 3/4" 40 90 5 e e 5 5 5 a a VIGA DE CONEXION SOLADO 2" MINIMO DE MONTAJE@40 ZAPATA EN COLUMNAS ZUNCHADAS (CON ESPIRAL). VER NOTAS 5 5 \A1;NFP +.05 5 5 \A1;4 3/8" ADICIONALES ESCALA 1/20 5 VC-001(15x40) 5 4d3/8" 3/8":1@5, 12@10, R@20 ESCALA 1/20 5 VC-002(30x60) 5 4d5/8" 3/8":1@5, 12@10, R@20 PARAMETROS DE DISEÑO SISMICO B A DETALLE DE VIGA CIMENTACION SIN MURO ESCALA 1/20 <> SOLADO ESCALA 1/20 5 C-8 5 \A1;4d1/2" \W6.21429; \A1; 3/8":1@5, \W6.21429; \A1; 5@10, \W6.21429; \A1; R@20 5 3d3/4" 3d3/4" 2d5/8" \A1; 3/8":1@5, \A1; 12@10, \A1; R@20 5 C-1 C-1 TRAMOS 2 y 4 5 5 5 5 5 5 5 5 5 .60 5 5 5 5 5 TRAMO 1 5 5 5 5 5 5 5 1d3/8" C/PASO \A1;7d1/2" \A1;7d1/2" 7\U+22051/2" 7\U+22051/2" 7\U+22051/2" 7\U+22051/2" 5 5 5 5 5 5 5 5 1d3/8" C/PASO 7d1/2 5 5 7d1/2 5 7\U+22051/2" 7\U+22051/2" 7\U+22051/2" 7\U+22051/2" VP-E' VP-E" VP-102 VP-202 \A1;7d1/2" 7\U+22051/2" 7\U+22051/2" 7\U+22051/2" \A1;7d3/8" 1d3/8" C/PASO \A1;7d3/8" VP-123 VP-223' 1.13 5 VP-E' VP-127 7d1/2 \W0.95747; \A1;C \A1;VER SECCION X EN PLANO E-06 \A1;7d3/8" 1d3/8" C/PASO 5 E-03 5 TRAMO 3 ESCALA 1/10 C-A \A1;4d3/8" \W7.00000; \A1; 1/4" : \W7.00000; \A1; 1@5, \W7.00000; \A1; R@20 COLUMNAS S/C: 400 Kg/m2 ESCALA 1/25 ESCALERA \W1.20232; \A1;A \W0.71005; \A1;B \W0.95747; \A1;C \W0.78608; \A1;D \W0.67784; \A1;E 5 5 5 5 \W0.84407; \A1;4 \W0.69072; \A1;3 \W0.74613; \A1;2 \A1;1 5 5 5 5 5 5 VC-001 \A1;C-1 \A1;1d5/8"@30 \A1;1d5/8"@30 \W6.49445; \A1;Z-1 5 \A1;1d5/8"@30 \A1;1d5/8"@30 \W6.74316; \A1;Z-3 \A1;C-3 \A1;PL-1 \A1;C-1 \A1;C-4 \A1;C-4 PLANTA DE CIMENTACION - PRIMER PISO ESCALA 1/50 5 5 VC-001 \A1;C-3 VC-001 JUNTA 1" \A1;C-1 \A1;C-1 \A1;C-1 VC-001 \A1;CM-1 \A1;C-M3 \A1;CM-1 \A1;C-M3 \A1;CM-1 \A1;C-M3 \A1;CM-2 5 \A1;C-3 VC-001 5 \A1;C-1 VC-003 \W6.74316; \A1;Z-6 VC-002 VC-002 5 5 5 5 VC-002 VC-002 VC-002 VC-002 VC-002 VC-002 VC-002 VC-002 VC-002 A - A - A - A - A - B - B - B - C - B - \W6.74316; \A1;Z-6 5 5 5 5 5 5 5 5 5 5 5 5 \W6.74316; \A1;Z-3 \A1;1d5/8"@30 \A1;1d5/8"@30 \W6.73800; \A1;Z-4 \A1;1d5/8"@30 \A1;1d5/8"@30 \A1;C-2 \W6.74574; \A1;Z-8 \A1;1d5/8"@30 \A1;1d5/8"@30 \W6.74187; \A1;Z-7 5 5 \A1;C-1 \A1;1d5/8"@30 \A1;1d5/8"@30 \W6.72898; \A1;Z-2 \A1;C-1 \A1;1d5/8"@30 \A1;1d5/8"@30 \W6.72898; \A1;Z-2 \A1;1d5/8"@30 \A1;1d5/8"@30 \A1;C-1 \A1;C-1 \W6.72898; \A1;Z-2 \A1;C-1 5 5 \W6.74574; \A1;Z-9 \A1;1d5/8"@30 \A1;1d5/8"@30 VC-002 VC-004 VC-004 \A1;1d5/8"@30 \A1;1d5/8"@30 \A1;C-1 \A1;C-2 \W6.75218; \A1;Z-5 \W6.73800; \A1;Z-4 A - A - VC-001 \A1;C-1 \A1;C-1 \W6.74316; \A1;Z-3 \W6.74316; \A1;Z-3 VC-001 VC-001 VC-001 VC-001 VC-001 \A1;CM-1 \A1;C-M3 \A1;CM-1 \A1;CM-1 \A1;CM-2 5 5 5 \A1;C-M3 1 E-02 5 5 VC-001 \A1;PL-1 \A1;C-1 \A1;C-1 \A1;C-3 \A1;C-4 \A1;C-6 \A1;C-7 \A1;C-4 \A1;C-4 \A1;C-4 \A1;C-4 \A1;C-4 \A1;C-7 \A1;C-4 \A1;C-4 \A1;C-4 \A1;C-4 \A1;C-3 \A1;C-3 \A1;C-3 \A1;C-3 \A1;C-3 \A1;C-3 \A1;C-3 VC-001 \A1;C-3 \A1;C-3 \A1;C-3 \A1;C-3 \A1;C-3 \A1;C-3 VC-001 \A1;C-1 \W6.49445; \A1;Z-1 \A1;C-3 VC-001 \A1;C-4 \A1;C-4 \A1;C-7 \A1;C-4 \A1;C-4 \A1;C-7 \A1;C-4 \A1;C-4 \A1;C-4 \A1;C-4 \A1;C-4 \A1;C-7 \A1;C-6 \A1;C-4 \A1;C-5 \A1;C-7 \A1;C-7 \A1;C-7 VC-004 \A1;C-4 \A1;C-4 \A1;C-3 VC-001 \A1;C-M3 LEYENDA \A1;MURO PORTANTE \A1;MURO NO PORTANTE D - C - 1 E-02 B - VC-003 \A1;C-4 \A1;C-4 5 \A1;MURO M - 1 \A1;C-3 \A1;JUNTA 1/2" \A1;C-3 \A1;C-3 5 5 \A1;C-8 \A1;C-1 \A1;C-8 JUNTA 1/2" 5 5 \A1;MURO M-1 \A1;C-A ESCALA 1/20 5 VS-C 5 4d3/8" 1/4":1@5, 6@10, R@25 ESCALA 1/20 5 VS-D 5 4d3/8" 1/4":1@5, 6@10, R@25 y x COCHERA A - 5 5 VC-005 VC-005 VC-005 VC-005 VC-005 VC-005 C - NACE ESCALERA D - D - C - B - D - \A1;JUNTA 1" VC-005 VC-005 VC-005 VC-005 VC-005 VC-005 \A1;SECCION D - ESCALA 1/20 DETALLE TIPICO DE CIMIENTO CORRIDO BAJO MURO-PORTANTE q q ESCALA 1/20 5 SECCION q-q 5 4d5/8" 3/8":1@5, 10@10, R@20 \A1;4d5/8" \A1;Malla \U+22053/8" @25 5 1 2 3 4 5 6 7 8 9 5 10 11 12 5 5 5 5 14 13 15 16 17 18 \A1;VP-123 5 TRAMO 1 TRAMO 2 a a a \A1;a = Ancho de paso = 28.0 \A1;h = Altura de paso = 0.178 \W8.33956; \A1;\fArial|b0|i0|c0|p34;\LPLANTA ESCALERA \A1;ESC. 1/50 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 18 19 20 \A1;VP-223' 5 5 5 5 5 5 5 TRAMO 3 TRAMO 4 a a a 5 SOLADOS: ESPECIFICACIONES TECNICAS GENERALES CONCRETO SIMPLE f'c=100 Kg/cm2 RELLENOS/SUBCIMIENTOS: CONCRETO CICLOPEO MATRIZ f'c=80 Kg/cm2: 30% PIEDRA DESPLAZADORA; MAX. 8" CONCRETO GENERAL: CONCRETO ARMADO f'c=210 Kg/cm2 ACERO DE REFUERZO: ASTM A-60 fy=4,200Kg/cm2 CONCRETO VACIADO CONTRA EL SUELO: RECUBRIMIENTOS 7cms MUROS Y LOSAS \A1;BARRAS HASTA 5/8": \A1;4cms \A1;BARRAS 3/4" O MAYORES \A1;5cms EXCEPTO LO INDICADO EN LOS PLANOS, SE UTILIZARAN TRASLAPES, EMPALMES LOS SIGUIENTES VALORES: DIAMETRO d e \A1;3/8" \A1;0.40m \A1;1/2" \A1;0.60m \A1;5/8" \A1;0.70m \A1;3/4" \A1;0.90m \A1;1" \A1;1.20m SEGUN EL NIVEL DE IMPLANTE INDICADO EN LOS PLANOS: SUELO Df=-1.20m MEDIDO DESDE EL NIVEL DE FALSO PISO t=1.16 Kg/cm2 CIMIENTO CORRIDO: CONCRETO CICLOPEO MATRIZ f'c=100Kg/cm2 30% PIEDRA DESPLAZADORA; MAX. 8" EXCEPTO LO INDICADO EN LOS PLANOS, SE UTILIZARAN TRASLAPES, EMPALMES LOS SIGUIENTES VALORES: DIAMETRO d e \A1;3/8" \A1;0.40m \A1;1/2" \A1;0.60m \A1;5/8" \A1;0.70m \A1;3/4" \A1;0.90m \A1;1" \A1;1.20m CARGAS : E-020 REGLAMENTOS Y NORMAS SISMO : E-030 CONCRETO : E-060 SUELOS : E-050 E - 01 E - 02 PROFESIONAL REVISION . FIRMA PROPIETARIO. DIBUJO ANRG PLANTA CIMENTACION, SECCIONES ESCALA FECHA DIC. 2014 INDICADA ESTRUCTURAS ESPECIALIDAD LAMINA PROPIETARIO: FIRMA PROFESIONAL PROYECTO PLANO PROFESIONAL REVISION . FIRMA PROPIETARIO. DIBUJO ANRG COLUMNAS, VIGAS Y DETALLES ESCALA FECHA INDICADA ESTRUCTURAS ESPECIALIDAD LAMINA PROPIETARIO: FIRMA PROFESIONAL PROYECTO PLANO E - 03 PROFESIONAL REVISION . FIRMA PROPIETARIO. DIBUJO ANRG ESCALERA, COLUMNAS Y PLACA ESCALA FECHA INDICADA ESTRUCTURAS ESPECIALIDAD LAMINA PROPIETARIO: FIRMA PROFESIONAL PROYECTO PLANO DIC. 2014 DIC. 2014 RESTAURANTE E-03 E-02 E-01 RESTAURANTE RESTAURANTE

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garage, Car Parking Lot
Tags	adobe, ASSEMBLY, autocad, bausystem, block, construction system, covintec, DWG, earth lightened, earthquake resistant structure, erde beleuchtet, FOUNDATION, losacero, plywood, Restaurant, sperrholz, stahlrahmen, steel framing, structures, système de construction, terre s