Design And Structural Calculations Tennis Court Cover DWG Detail for AutoCAD

Design And Structural Calculations Tennis Court Cover DWG Detail for AutoCAD

EDITED bar schedule; STRUCTURAL CALCULATIONS; PLANT COVER METAL; DESIGN FOUNDATIONS; DETAIL stiffener; DETAIL OF PIE WITH BELT; DETAIL OF PLATES; TECHNICAL SPECIFICATIONS FOR CONSTRUCTION AND ARCHITECTURAL DESIGN OF COURT

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

scale:, plinto tipo, replantillo clase en c, improvement material, esc., type chain, cut, concrete cyclope, stirrups, axis distances, scale:, of cercha elements, scale:, sections of elements, type lock, superior profile, diagonal, stiffener, lower profile, separator, detail of welded connections, scale:, strap detail, scale:, loose all around, union of belts, top down, metal plate of mc, support detail, scale:, of reinforcement, columns, scale:, top plate top, pin detail, reinforcement detail, scale:, lower base plate, simple, scale:, top plate top, pin detail, reinforcement detail, scale:, lower base plate, simple, decking plant, scale, right side facade, scale, type, chain, vc mc, mr stirrups, deck plant, scale:, foundation plant, scale:, type, note holes for filling with mortar, expansive, scale:, shaft shaft shaft, var., center of, stiffness detail, loose detail, fillet steak, steak, down to center, metal plate of mc, loose detail, esc., vc mc, mr stirrups, weight, length, diam, tensors, column necks, stirrup, stirrup, vineyards, stirrup, chain shaft, plinth, plinth, total, unitary, observations, length, can not, type, diam, iron sheet, plinto tipo, plinto tipo, plinto tipo, plinto tipo, plinto tipo, plinto tipo, plinto tipo, plinto tipo, bolt, straps, profile, placabase, total, unitary, thickness, obs., no, plates, dimensions, can not, type, plate, area, iron, area, total, profiles, total, unitary, thickness, obs., weight, total, weight, no, profiles, no, length, can not, type, profile, for trusses, types of, profiles, rods, types of, plates, technical specifications, structural steel:, simple concrete class a:, in y, in c, simple concrete class b:, in c, note: I’m long gone, in quarters, union plate, weight, weight, total kg, total, diam, type, can not, dimension, observations, in., length, Place bolts with double nut pressure washer, strap, lateral reverse, variable, for trusses, for trusses, superior profile, type lock, foot strap, for trusses, for trusses, for trusses, nut, top plate, lower plate, bolt, type anchor bolt, scale:, quantities of materials, structural steel, steel profile weight:, volume of concrete in replantillo, volume of stone cyclope concrete h.s., volume of concrete in chains, support plates, support plates, bolts

Raw text data extracted from CAD file:

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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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DISTANCIAS ENTRE EJES ESCALA: 1:50 DE ELEMENTOS CERCHA 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA: 1:50 SECCIONES DE ELEMENTOS CERCHA TIPO \A1;C 150X50X3 Mc 403 \A1;C 150X50X3 Mc 400 \A1;C 150X50X3 Mc 407 \A1;C 150X50X3 Mc 407 \A1;2L 30X30X3 Mc 401 5 5 5 5 \A1;C 150X50X3 Mc 408 \A1;2L 30X30X3 Mc 401 \A1;2L 30X30X3 Mc 401 PERFIL SUPERIOR C 150X50X3 Mc 400 DIAGONAL 2L 30X30X3 Mc 401 RIGIDIZADOR A L/2 L 30X30X3 Mc 402 3 mm E 60-11 PERFIL INFERIOR C 150X50X3 Mc 403 SEPARADOR 2L 30X30X3 Mc 401 DETALLE DE CONEXIONES SOLDADAS ESCALA: S/E DETALLE DE PIE DE CORREA ESCALA: 1.10 suelda a todo alrededor 0.25 UNIÓN DE CORREAS 100 15 50 25x4, ARRIBA Y ABAJO PLACA METÁLICA DE 3mm MC 201 G 100X50X15X2 Mc 405 \A1;\Q15;\W1.1;C 150X50X3 Mc 403 8 d 1/2"x8" Mc 300 2PL 70x40cmx8mm Mc200 DETALLE DE APOYO ESCALA: S/E \A1;ACERO DE REFUERZO \A1;EN COLUMNAS \A1;\Q15;\W1.1;C 150X50X3 Mc 403 \A1;\Q15;\W1.1;C 150X50X3 Mc 403 ESCALA: 1:10 PLACA BASE SUPERIOR 5 5 5 8 d 5/8"x8" 5 5 5 5 \A1;VER DETALLE DE PERNO \A1;VER DETALLE DE REFUERZO 5 5 ESCALA: 1:10 PLACA BASE INFERIOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;HORMIGON SIMPLE f'c=210 Kg/cm2 \A1;HORMIGON SIMPLE f'c=210 Kg/cm2 ESCALA: 1:10 PLACA BASE SUPERIOR 5 5 5 8 d 5/8"x8" PL 70x40cmx8mm Mc200 5 5 5 5 \A1;\Q15;\W1.1;C 150X50X3 Mc 403 \A1;VER DETALLE DE PERNO \A1;VER DETALLE DE REFUERZO 5 5 ESCALA: 1:10 PLACA BASE INFERIOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;HORMIGON SIMPLE f'c=210 Kg/cm2 \A1;HORMIGON SIMPLE f'c=210 Kg/cm2 5 5 5 5 5 5 5 5 5 N+4.65 N+1.00 N±0.OO N+8.65 5 5 5 5 5 5 5 5 Planta de cubiertas escala : 1-50 Fachda Lateral derecha escala : 1-50 44.19999999995343 45.39999999990687 0.8000000007450581 1.200000000186265 44.19999999995343 7.251818932592869 5 5 4 4 3 2 1 3 2 1 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;TENSOR \A1;1d12mm Mc108 \A1;CERCHA TIPO 5 \A1;TENSOR \A1;1d12mm Mc108 \A1;TENSOR \A1;1d12mm Mc108 \A1;G 100x50x15x2 Mc405 A B A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 3 2 1 3 2 1 5 5 5 A B A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CADENA 30x30 CADENA 30x30 CADENA 30x30 CADENA 30x30 CADENA 30x30 CADENA 30x30 5 5 5 5 5 5 5 5 # 8 N+1.00 N-1.50 N±0.00 N-0.30 15 @ 10 1.50 1.00 11 @ 10 A1-A2-A3-A4 0.45 0.75 0.70 VINCHAS 2d8 Mc 104 14d20mm MC 107 ESTRIBOS 1d8 Mc 105 ESTRIBOS 1d8 Mc 106 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N-1.50 N+1.00 N±0.OO N-1.50 5 PLANTA DE CUBIERTA ESCALA: 1:50 PLANTA DE CIMENTACION ESCALA: 1:50 B1-B2-B3-B4 \A1;2C 150X50X2 Mc 406 \A1;2C 150X50X2 Mc 406 \A1;2C 150X50X2 Mc 406 \A1;CERCHA TIPO N+1.00 N±0.OO N-1.50 \A1;CADENA 30X30 \A1;CADENA 30X30 \A1;CADENA 30X30 \A1;CIMIENTO \A1;CIMIENTO \A1;CIMIENTO 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 PL 70x40cmx8mm Mc200 NOTA : AGUJEROS PARA RELLENO CON MORTERO EXPANSIVO (SIKA GROUT) 1 1 ESCALA: 1:50 PORTICO EJE A Y EJE B N+4.65 var. C 150x50x3mm. 2L 30x30x3mm. C 150x50x3mm. L 30x30x3mm. (en centro de barra) detalle de rigidizador ESCALA:-------1:10 \A1;150 5 5 5 5 5 DETALLE DE SUELDA SUELDA FILETE 2L 30x30X3mm. C 150x50x3mm. \A1;SUELDA FILETE G 100X50X15X2 Mc 405 25x4, ARRIBA, ABAJO Y AL CENTRO PLACA METÁLICA DE 3mm MC 201 100 15 50 ESCALA:-------1:10 DETALLE DE SUELDA ESCALA:-------ESQ. 6d12mm MC102 5 5 ESC. 1--20 ESC. 1--20 5 VINCHAS 2d8 Mc 104 14d20mm MC 107 ESTRIBOS 1d8 Mc 105 ESTRIBOS 1d8 Mc 106 5 5 1957.63 828.63 28 324.80 20 333.52 23 266.08 14 255.69 24 286.20 12 539.79 114 1361.00 8 (Kg) (m) (mm) PESO #VAR LONGITUD DIAM R E S U M E N TENSORES 156.00 6.50 0.05 6.40 24 I 12 108 CUELLOS DE COLUMNA 324.80 2.90 0.40 2.50 112 L 20 107 ESTRIBO 380.80 1.70 0.05 0.35 0.45 224 O 8 106 ESTRIBO 470.40 2.10 0.05 0.35 0.65 224 O 8 105 VINCHAS 336.00 0.75 0.05 0.05 0.65 448 G 8 104 ESTRIBO 173.80 1.10 0.05 0.25 0.25 158 O 8 103 CADENA EJE A Y B 130.20 10.85 0.20 10.45 12 C 12 102 PLINTO 135.52 1.54 0.07 1.40 88 I 14 101 PLINTO 130.56 2.04 0.07 1.90 64 I 18 100 TOTAL UNITARIA gs b a mm Mc OBSERVACIONES LONGITUD LONGITUD D I M E N S I O N CANT TIPO DIAM PLANILLA DE HIERROS PLINTO TIPO N-1.50 PLINTO TIPO N-1.50 PLINTO TIPO N-1.50 PLINTO TIPO N-1.50 PLINTO TIPO N-1.50 PLINTO TIPO N-1.50 PLINTO TIPO N-1.50 PLINTO TIPO N-1.50 PERNO L=10cm E 60-11 3mm CORREAS PERFIL G 100x50x15x2Mc404 PLACABASE 1.50PL 2.98 0.28 8 70 40 16 O PL40X70 200 PL1.22X2.44 TOTAL UNITARIA espesor b a Mc OBS. No. PLANCHAS DIMENSIONES (cm) CANT TIPO PLACA P L A N I L L A D E P L A C A S AREA (m2) AREA PLANCHA AREA (m2) 4.48 (cm) (mm) 3643.56 TOTAL 611.28 5.66 18 17.36 104.16 3 15 50 150 C C150X50X3 400 (Kg) (Kg) 6.00 m PERFILES TOTAL UNITARIA espesor c b a mm Mc OBS. PESO TOTAL PESO No. PERFILES No. LONGITUD LONGITUD D I M E N S I O N E S (mm) CANT TIPO PERFIL P L A N I L L A D E P E R F I L E S 616.20 1.30 79 78.67 472.00 3 30 30 L L30X30X3 401 118.00 PARA 4 CERCHAS 4 26.04 a b "C" b "O" a b a c "G" b TIPOS DE TIPOS DE b PERFILES VARILLAS TIPOS DE PLACAS c ESPECIFICACIONES TÉCNICAS ACERO ESTRUCTURAL: HORMIGÓN SIMPLE CLASE A: f'y = 4200 kg/cm f'c = 210 Kg/cm2 HORMIGÓN SIMPLE CLASE B: f'c = 180 Kg/cm2 NOTA: duratecho e=0.30mm O similar, en cuiertas 201 PLACA DE UNION 0.36PL 2.98 0.01 3 4 25 108 O PL25X4 1.08 PESO Kg/m2 PESO TOTAL Kg 62.80 23.55 281.34 25.43 TOTAL 166.10 P L A N I L L A D E P E R N O S DIAM TIPO CANT DIMENSION OBSERVACIONES Mc PULG. LONGITUD 300 1/2" 80 8" COLOCAR PERNOS CON ARANDELA DE PRESION Y DOBLE TUERCA d 1/2"x8" 46.80 1.30 6 5.87 35.14 3 L 402 543.36 16 15.45 92.72 C 403 4 23.18 244 0.144 61.20 3.40 3 2.16 12.96 404 CORREA 1162.80 3.40 57 56.52 339.12 2 15 50 125 G G100X50X15X2 405 27 12.56 0.10 ARRIOSTRAMIENTO LATERAL 160.44 7 6.44 38.64 3 50 150 C 406 12 3.22 L30X30X3 C150X50X3 C150X50X2 26.04 26.04 VARIABLE 30 30 3 15 50 150 PARA 4 CERCHAS PARA 4 CERCHAS 33.96 5.66 1 1.06 6.40 3 50 150 C 407 8 0.80 C150X50X3 23.18 23.18 PARA 4 CERCHAS PERFIL SUPERIOR CERCHA TIPO G 100X50X15X2 Mc 405 2 15 50 125 G G100X50X15X2 108 PIE DE CORREA 5 5 5 PARA 4 CERCHAS 0.40 5 5 5 5 5 5 5 5 5 0.40 \A1;C 150X50X3 Mc 409 \A1;C 150X50X3 Mc 409 \A1;C 150X50X3 Mc 408 5 5 169.80 5 4.87 29.20 C 408 8 3.65 409 410 411 C150X50X3 3 15 50 150 PARA 4 CERCHAS 169.80 5 4.88 29.28 C 8 3.66 C150X50X3 3 15 50 150 PARA 4 CERCHAS PARA 4 CERCHAS PARA 4 CERCHAS C 16 C150X50X3 3 15 50 150 C 8 C150X50X3 3 15 50 150 33.96 1 0.52 3.12 0.40 1 0.67 4.00 0.50 \A1;C 150X50X3 Mc 410 \A1;C 150X50X3 Mc 410 33.96 5 \A1;DOBLE TUERCA 5 5 1d 20mm 0.06 PLACA SUPERIOR \A1;ARANDELA 5mm 5 PLACA INFERIOR E60-11 PERNO A325 PERNO DE ANCLAJE TIPO I ESCALA: 1:10 8 d 1/2"x8" Mc 300 5 5 5 5 \A1;C 150X50X3 Mc 410 \A1;C 150X50X3 Mc 410 5.66 5.66 5.66 5.66 3.82 5.66 5 5 CANTIDADES DE MATERIALES ACERO ESTRUCTURAL 4200 f'c=Kg/cm2 PESO DE ACERO PERFILERIA: Kg 3643.56 1957.63 1957.63 Kg VOLUMEN DE HORMIGON EN REPLANTILLO f'c=180 kg/cm m3 0.40 VOLUMEN DE HORMIGON CICLOPEO 40% PIEDRA + 60% H.S. f'c=210 kg/cm2 m3 1.87 VOLUMEN DE HORMIGON EN CADENAS f'c=210 kg/cm2 m3 1.60 PLACAS DE APOYO 70X40 cm, e=8.00mm U 16 PLACAS DE APOYO 25X4 cm, e=3.00mm U 108 80 PERNOS d 1/2"x8" U TEMPLADORES(PARA 17500 lb) 24 U

Language	N/A
Drawing Type	Detail
Category	Calculations
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot
Tags	autocad, BAR, calculations, court, cover, Design, DETAIL, DWG, foundations, metal, plant, schedule, structural, tennis