Details Grandstands Sports DWG Detail for AutoCAD

Details Grandstands Sports DWG Detail for AutoCAD

Grandstands for Slabs, soccer fields, etc.

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

esc., detail of grills, compacted granular material, in layers of al, of proctor modified, concrete, see detail, of steps, basketball court in poor condition, typical detail of reinforcement in projected grades, sole, granular base filling compacted each, concrete f’c, cut, und. armor, und. structural baton, cut for reinforcement in, of grades in the slab of the park sn luis urb. sn., provincial, variable, dist. variable, existing, projected plant, longitudinal detail of reinforcement mesh in grilles, cut, variable, compacted base, scale:, fc, existing, fc, structural details, trujillo provincial municipality, scale, date, drawing, sheet, works, responsible professional:, draft:, January, flat:, structural details of grilles, construction of grades in sports slab of park sn. luis urb. sn. Luis, sub management of public works mpt, Program:, preventive system maintenance, pedestrian of the city of trujillo, j.g.c.l, scale:, legend:, existing wall, concrete f’c, granular base, Technical specifications, the final finishing in the grades will be a tarrajeo rubbed which will be achieved with a sand mortar with a thickness of, the floor will have a thickness of will be a concrete, the granular base will be compacted each of thick wetness with water until a solid base is obtained., the reinforcement mesh for the is an armature that is with iron that according to those given in the plane of cut for mesh in

Raw text data extracted from CAD file:

\A1;0.70 \A1;1.40 \A1;2.00 \A1;4.20 \A1;9.55 \A1;2.00 \A1;6.70 \A1;7.05 \A1;5.00 \A1;2.00 \A1;2.20 \A1;0.80 \A1;29.50 \A1;0.30 \A1;0.70 \A1;0.30 \A1;2.50 \A1;22.50 \A1;33.50 \A1;1.20 \A1;3.00 \A1;5.50 \A1;12.10 \A1;8.00 \A1;3.00 \A1;2.20 \A1;0.80 \A1;28.60 \A1;0.30 \A1;0.70 \A1;0.30 \A1;2.50 \A1;33.50 \A1;.12 \A1;.12 \A1;.12 \A1;.12 \A1;.40 \A1;.40 \A1;.80 \A1;.80 4ø3/8" 1ø3/8" 4ø3/8" 1ø3/8" ESC. 1/25 DETALLE DE GRADERIAS d3/8"@.30 (TIPICO) -14.0926016557176 -14.0926016557176 -14.0926016557176 -14.0926016557176 MATERIAL GRANULAR COMPACTADO EN CAPAS DE 20cm. AL 95% DE PROCTOR MODIFICADO CONCRETO f'c=175kg/cm2 -14.0926016557176 -14.0926016557176 -14.0926016557176 -14.0926016557176 VER DETALLE DE GRADAS \A1;3.00 \A1;0.10 \A1;0.70 \A1;0.04 \A1;0.10 \A1;0.95 \A1;0.70 \A1;0.55 \A1;0.10 \A1;0.04 \A1;0.04 \A1;0.20 \A1;0.70 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.90 \A1;1.20 \A1;VARIABLE \A1;0.90 \A1;0.10 \A1;0.70 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.60 \A1;0.30 \A1;0.40 \A1;0.20 \A1;VARIABLE \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.80 \A1;0.30 \A1;0.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W2.42956; TABLERO DE \W2.42956; BASQUET EN MAL \W2.42956; ESTADO A A A A A A \W7.90429; DETALLE TIPICO DE REFUERZO EN \W7.90429; GRADERIAS PROYECTADA A A 5 5 5 5 5 A A A A 5 5 5 5 5 5 5 5 5 A A Solado 1:10, e=0.10m Relleno c/ Base Granular Compactado cada 20cm Concreto F'c 175 kg/cm2 5 \W0.18137; \A1;1 \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ \W0.18137; 0.40m \W0.59352; \A1;2 \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;"@ \W0.59352; 0.55m \W0.91335; CORTE A - A \W2.92606; \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;"@ \W2.92606; 0.50m \W2.92606; \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;"@ \W2.92606; 0.50m 5 5 5 5 5 5 5 5 5 5 \A1;39 und. Armadura Estructural,\H0.95833x;Ø \H0.7x;\S1#2;\H1.4286x;" \A1; 39 und. Baston Estructural ,\H0.95833x;Ø \H0.7x;\S1#2;\H1.4286x;" \W0.91402; \A1;DETALLE DE CORTE PARA \W0.91402; \A1;MALLA DE REFUERZO EN \W0.91402; \A1;GRADERIAS \A1;OBRA: "CONSTRUCCI\A1;Ó\A1;N DE GRADERIAS EN LOSA \A1;DEPORTIVA DEL PARQUE Sn Luis - Urb. Sn. \A1;Luis" \A1;ENTIDAD: "MUNICIPALIDAD PROVINCIAL DE \A1;TRUJILLO" <> <> <> <> <> <> <> VARIABLE \W5.13719; \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ \W5.13719; 0.70m \W5.13719; \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ \W5.13719; 0.70m \W0.51219; \A1;5 \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ Dist. \W0.51219; Variable \W0.18145; \A1;MURO EXISTENTE \W0.64972; PLANTA PROYECTADA \A1;A \A1;A \A1;B \A1;B <> <> <> <> <> \W1.22507; \A1;N.T.N \W1.22507; \A1;±\A1;0.00 <> \A1;N.F.C - \A1;0.30 <> <> <> <> \W1.71510; \A1;N.T.N \W1.71510; \A1;±\A1;0.00 \W0.82487; DETALLE LONGITUDINAL DE MALLA \W0.82487; DE REFUERZO EN GRADERIAS \W0.97987; CORTE B - B \W5.13719; \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ \W5.13719; 0.70m \W5.13719; \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ \W5.13719; 0.70m \W0.97361; \A1;2 \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ \W0.97361; 0.55m \W0.90218; \A1;1 \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ \W0.90218; 0.40m \A1;2 \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ 0.55m \A1;1 \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" @ 0.40m <> VARIABLE <> <> <> <> <> <> <> <> \W0.15618; \A1;Solado 1:10, e= \W0.15618; \A1;0.10 m \W0.15618; \A1;Solado 1:10, e= \W0.15618; \A1;0.10 m \W1.93548; \A1;Relleno c/ Base \W1.93548; \A1;Granular compactado \W1.93548; \A1;cada 20cm \W1.93548; \A1;Relleno c/ Base \W1.93548; \A1;Granular compactado \W1.93548; \A1;cada 20cm <> \W3.63870; \A1;Tarrajeo \W3.63870; \A1;Caravista c/ \W3.63870; \A1;Cemento Pulido, \W3.63870; \A1;e= 2" \W3.63870; \A1;Tarrajeo \W3.63870; \A1;Caravista c/ \W3.63870; \A1;Cemento Pulido, \W3.63870; \A1;e= 2" \W3.63870; \A1;Tarrajeo \W3.63870; \A1;Caravista c/ \W3.63870; \A1;Cemento Pulido, \W3.63870; \A1;e= 2" \W3.63870; \A1;Tarrajeo \W3.63870; \A1;Caravista c/ \W3.63870; \A1;Cemento Pulido, \W3.63870; \A1;e= 2" \W3.63870; \A1;Tarrajeo \W3.63870; \A1;Caravista c/ \W3.63870; \A1;Cemento Pulido, \W3.63870; \A1;e= 2" \W0.78417; ESCALA: 1 / 20 \W0.14840; \A1;Concreto F'c 175 \W0.14840; \A1;kg/cm2 \W0.14840; \A1;Concreto F'c 175 \W0.14840; \A1;kg/cm2 \W0.14840; \A1;Concreto F'c 175 \W0.14840; \A1;kg/cm2 \W0.18145; \A1;MURO EXISTENTE \W0.14840; \A1;Concreto F'c 175 \W0.14840; \A1;kg/cm2 \W0.26866; DETALLES ESTRUCTURALES MUNICIPALIDAD PROVINCIAL DE TRUJILLO G E R E N C I A D E O B R A S P U B L I C A S ESCALA : FECHA : DIBUJO : DE-01 LAMINA : S U B G E R E N C I A D E OBRAS PROFESIONAL RESPONSABLE: PROYECTO: ENERO 2013 1 / 20 PLANO: DETALLES ESTRUCTURALES DE GRADERIAS CONSTRUCCIÓN DE GRADERIAS EN LOSA DEPORTIVA DEL PARQUE SN. LUIS - URB. SN. LUIS SUB GERENCIA DE OBRAS PUBLICAS - MPT PROGRAMA: MANTENIMIENTO PREVENTIVO DEL SISTEMA PEATONAL DE LA CIUDAD DE TRUJILLO - 2013 J.G.C.L ESCALA: 1 / 20 ESCALA: 1 / 20 LEYENDA: \W2.92524; MURO \W2.92524; EXISTENTE \W0.28400; CONCRETO F'c 175 \W0.28400; Kg/cm2 \W2.44192; BASE GRANULAR \W2.44192; (Hormigón) \W1.14237; Especificaciones \W1.14237; Técnicas - El Acabado Final en las graderias será un tarrajeo frotachado el cual se logrará con un mortero 1:4 (Cemento : Arena Fina) con un espesor de 2". - El solado (Falso cimiento) tendra un espesor de 10cm y será un concreto 1:12 (Cemento: Hormigón). \W1.60919; - La base granular (Hormigón) será \W1.60919; compactada cada 20cm de espesor y \W1.60919; humedecidad con agua hasta lograr una \W1.60919; base solida. \A1;- La malla de refuerzo para las \A1;graderias es una armadura que se \A1;lograr\A1;á\A1; con Fierro \A1;Ø\A1; \A1;\H0.70000x;\S1#2;\A1;" que ser\A1;á\A1; \A1;cortado de acuerdo a las \A1;espeficicaciones dadas en el plano \A1;"DETALLE DE CORTE PARA MALLA EN \A1;GRADERIAS".

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, bleachers, dach, dalle, DETAIL, details, DWG, escadas, escaliers, fields, grandstands, lajes, mezanino, mezzanine, platte, reservoir, roof, slab, slabs, soccer, sports, stair, telhado, toiture, treppe