Shed On High DWG Detail for AutoCAD

Shed On High DWG Detail for AutoCAD

IT IS A SHED IN THE CITY OF EL ALTO LA PAZ BOLIVIA. PLANT – CORTES – CONSTRUCTION DETAILS

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

section, mensula, section, mensula, angular, anchor mm, iron mm, tensor, tensor, typical, without tensor, tensioner recess cover level mm, tensor, tensor strainer cover level mm, typical fence, plastic calamine, metallic calamine, metal ridge, tensor, ring mm, bolt, esc., provision of foundations, isolated, column, esc., tensor, tensor, tensor, tensor, Simple concrete with a characteristic cylindrical resistance on structural steel days with limit of flow of control level assumed: normal. minimum thickness for leveling: cm. minimum coating for column beams: to the shoes cm minimum content of cement: kg. for concrete. Dimensions in separation of armatures in centimeters. The floor design fatigue is from trapezoid calamnia steel electrode flux for welding, Ing. david sirpa a., lamina no., April of, drawn by:, date:, signature, seal, asbult planes, construction of tiling, Republic of Cuba, title:, client:, scale:, u.e. republic of Cuba of the Caribbean, column, chained beams, location:, built surface:, company:, Simple concrete with a characteristic cylindrical resistance on structural steel days with limit of flow of control level assumed: normal. minimum thickness for leveling: cm. minimum coating for column beams: to the shoes cm minimum content of cement: kg. for concrete. Dimensions in separation of armatures in centimeters. The floor design fatigue is from trapezoid calamnia steel electrode flux for welding, Ing. david sirpa a., lamina no., April of, drawn by:, date:, signature, seal, asbult planes, construction of tiling, Republic of Cuba, title:, client:, scale:, u.e. republic of Cuba of the Caribbean, metal fence, location:, built surface:, company:, Simple concrete with a characteristic cylindrical resistance on structural steel days with limit of flow of control level assumed: normal. minimum thickness for leveling: cm. minimum coating for column beams: to the shoes cm minimum content of cement: kg. for concrete. Dimensions in separation of armatures in centimeters. The floor design fatigue is from trapezoid calamnia steel electrode flux for welding, Ing. david sirpa a., lamina no., April of, drawn by:, date:, signature, seal, asbult planes, construction of tiling, Republic of Cuba, title:, client:, scale:, u.e. republic of Cuba of the Caribbean, column, chained beams, location:, built surface:, company:, esc., detail of typical cercha, esc., typical fence, esc., detail of diagonals, esc., stop tensioner, esc., detail of straps, esc., detail of cercha measures, esc., detail of calamine, esc., detail of cercha measures, detail anchorage, cut, esc., cut, esc.

Raw text data extracted from CAD file:

\A1;0.50 \A1;0.30 \A1;0.30 \A1;0.70 \A1;0.30 \A1;0.70 A1 A1 0.41 5 5 5 5 1 7f16 c/15 L=174cm 2 8f16 c/14 L=202cm 2 8f16 c/14 1 7f16 c/15 3 7f12 c/15 L=174cm 4 8f12 c/15 L=202cm 4 8\Fdiam;0\Farial.ttf;12 c/15 3 7f12 c/15 3 7f12 c/15 L=174cm 31 31 110 1 7f16 c/15 L=174cm 31 31 110 4 8f12 c/15 L=202cm 31 31 140 2 8f16 c/14 L=202cm 31 31 140 B1 B1 5 5 5 5 5 5 9f12 c/20 L=204cm 6 9f16 c/20 L=204cm 7 7f12 c/20 L=232cm 8 7f16 c/22 L=232cm 5 9f12 c/20 L=204cm 31 31 140 6 9f16 c/20 L=204cm 31 31 140 8 7f16 c/22 L=232cm 31 31 170 7 7f12 c/20 L=232cm 31 31 170 5 9f12 c/20 7 7f12 c/20 6 9f16 c/20 8 7f16 c/22 A1 0.5 0.2999999999999545 0.3000000000001819 0.7000000000000455 5 5 9 10f16 L=595cm 9 10f\Farial.ttf|c0;16 L=595cm 12 35f8 c/20/13 L=160cm 8 2x20 16x13 6x20 7x13 23 2x20 10 12 35f8 c/20/13 3.80 13 3f16 L=211cm 19 4f10 c/15 13 3x15 12 19 4\Fdiam;0\Farial.ttf;10 c/15 18 2f8 c/15 8 15 8 18 2f8 c/15 A A SECCION A-A 9 10f16 L=595cm 40 25 570 18 2 f8 c/15 Lvar=142 - 178 8 8 26 a=37-55 26 b=37-55 19 4f10 c/15 Lvar=178 - 218 8 8 a=55-75 26 b=55-75 26 12 35f8 c/20/13 L=160cm 8 8 46 26 46 26 13 3f16 L=211cm 20 44 32 75 40 21 35f6 L=102cm 21 35f6 L=102cm 7 7 18 26 18 26 5 MENSULA (A1, G1, A2, G2) 5 5 5 5 B1 0.5 0.2999999999999545 0.3000000000001819 0.7000000000000455 5 5 9 14f16 L=595cm 9 14f16 L=595cm 12 35f8 c/20/13 L=160cm 8 2x20 16x13 6x20 7x13 23 2x20 10 12 35f8 c/20/13 3.80 13 3f16 L=211cm 14 4\Fdiam;0\Farial.ttf;10 c/15 13 3x15 12 14 4f10 c/15 15 2f8 c/15 8 15 8 15 2f8 c/15 A A SECCION A-A 9 14f16 L=595cm 40 25 570 15 2 f8 c/15 Lvar=142 - 178 8 8 26 a=37-55 26 b=37-55 14 4 f10 c/15 Lvar=178 - 218 8 8 a=55-75 26 b=55-75 26 12 35f8 c/20/13 L=160cm 8 8 46 26 46 26 13 3f16 L=211cm 20 44 32 75 40 20 35f6 L=116cm 20 35f6 L=116cm 7 7 25 26 25 26 MENSULA (A1, G1, A2, G2) 5 5 5 5 5 A1 B1 C1 D1 E1 F1 G1 36 16 36 16 36 16 36 16 36 16 0.4000000000000909 0.2000000000002728 22 2f10 L=1200cm 23 2f10 L=1200cm 24 2f10 L=790cm 25 2f10 L=150cm 26 2f10 L=150cm 27 2f10 L=220cm 27 2f10 L=220cm 27 2f10 L=220cm 33 2f10 L=220cm 27 2f10 L=220cm 28 2f12 L=1055cm 29 2f12 L=1035cm 30 2f12 L=1060cm 31 1f10 L=400cm 32 1f10 L=300cm 28 2f12 L=1055cm 25 1030 29 2f12 L=1035cm 1035 30 2f12 L=1060cm 30 1030 31 1f\Farial.ttf|c0;10 L=400cm 400 32 1f\Farial.ttf|c0;10 L=300cm 300 32 1f10 L=300cm 32 1f10 L=300cm 32 1f10 L=300cm 31 1f10 L=400cm 22 2f10 L=1200cm 25 1175 25 2f10 L=150cm 25 125 23 2f10 L=1200cm 1200 24 2f10 L=790cm 27 763 32 1f\Farial.ttf|c0;10 L=300cm 300 32 1f\Farial.ttf|c0;10 L=300cm 300 32 1f\Farial.ttf|c0;10 L=300cm 300 31 1f\Farial.ttf|c0;10 L=400cm 400 27 2f10 L=220cm 220 33 2f10 L=220cm 220 27 2f10 L=220cm 220 27 2f10 L=220cm 220 27 2f10 L=220cm 220 26 2f10 L=150cm 27 123 5 6x15 23 11x20 23 7x15 5 34 27f6 c/15/20 5 6x15 23 11x20 23 7x15 5 34 27f6 c/15/20 5 6x15 23 11x20 23 7x15 5 34 27f6 c/15/20 5 6x15 23 11x20 23 7x15 5 34 27f6 c/15/20 5 6x15 23 11x20 23 7x15 5 34 27f6 c/15/20 5 6x15 23 11x20 23 7x15 5 34 27f6 c/15/20 36 16 5 5 5 5 5 5 5 5 5 5 0.3479998987186264 0.3480000055792516 \A1;0.41 \A1;5.30 20.88 15.44 0.30 0.50 30.60 15.44 0.30 5.00 5.00 5.00 5.00 5.00 5.00 0.30 5 5 5 5 5 5 5.0 5.0 5.0 5.0 5.0 5.000000000000455 1.5 5 5.0 5.0 5.0 5.0 5.0 5.0 0.2999999999999545 30.59999999999991 15.44000000000051 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 0.3000000000001819 0.5 Angular ANCLAJE d = 16 mm PLANCHA e=12 mm 30x50 0.7011214914871289 Tensor 2 D=16mm 5 5 Tensor 1 D=16mm \LCERCHA TIPICA 1 \LCERCHA TIPICA 2 5 5 SIN TENSOR 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TENSOR arriostre a nivel de cubierta D=10 mm 5 5 5 5 5 5 5 Tensor D = 16mm TENSOR de arriostre a nivel de cubierta D=10 mm Cercha típica 1 Cercha típica 2 Cercha típica 2 Cercha típica 2 Cercha típica 2 Cercha típica 2 Cercha típica 1 5 5 9.0 CALAMINA PLASTICA CALAMINA PLASTICA 22.10000000000082 30.59999999999991 CALAMINA METALICA CALAMINA METALICA CALAMINA METALICA CALAMINA METALICA CUMBRERA METALICA \A1;5.22 \A1;5.22 \A1;5.22 \A1;5.22 \A1;5.22 \A1;5.22 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;1.50 TENSOR 16mm 5 5 ANILLO 16 mm X X 5 5 5 DC 100/50/15/2 Perno 5/8'' A36 5 5 10 10 30 10 5 5.00 30.00 A B C D E F G 2 1 5 5 5 5 5.0 5 30.0 A B C D E F G 5 5 5 5 5 5 5 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 \A1;0.40 \A1;0.20 \A1;0.35 \A1;0.35 \A1;0.50 \A1;0.30 \A1;5.30 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 30.00 27.70 27.70 1.50 1.20 1.80 1.50 1.50 1.20 1.50 1.20 1.50 1.20 1.80 1.50 1.80 1.50 1.80 1.50 1.80 1.50 1.80 1.50 1.80 1.50 1.80 1.50 1.80 1.50 1.80 1.50 \A1;17.33 \A1;2.80 \A1;17.33 \A1;2.80 \A1;0.80 \A1;1.50 \A1;1.34 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.10 \A1;0.80 \A1;1.76 \A1;15.44 \A1;26.60 \A1;0.80 \A1;0.80 \A1;1.76 \A1;1.50 \A1;2.09 \A1;1.06 \A1;1.74 \A1;1.90 \A1;1.34 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.10 \A1;0.80 \A1;1.62 \A1;1.70 \A1;3.35 \A1;1.83 \A1;0.78 \A1;1.31 \A1;15.44 \A1;0.84 \A1;1.31 \A1;0.91 \A1;1.40 \A1;0.97 \A1;1.40 \A1;1.04 \A1;1.49 \A1;1.10 \A1;1.49 \A1;1.17 \A1;1.59 \A1;1.23 \A1;1.59 \A1;1.30 \A1;1.69 \A1;1.36 \A1;1.42 \A1;1.79 \A1;1.49 \A1;1.79 \A1;1.55 1.34 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.10 30.60 15.44 15.44 15.44 0.30 5.00 5.00 5.00 5.00 5.00 5.00 0.30 8.88 8.88 9.52 9.52 3.73 15.44 28° 28° 9.00 22.10 30.60 0.70 15.44 9.00 10 5 \A1;1.80 \A1;1.50 \A1;0.50 \A1;0.30 \A1;0.41 \A1;1.50 \A1;1.20 \A1;0.50 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.80 \A1;0.70 \A1;0.30 \A1;0.35 \A1;0.35 \A1;0.70 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.80 ESC. : 1:100 DISPOSICION DEL FUNDACIONES (NIVEL -1.50 m) \A1;ZAPATA AISLADA (1.20/1.50) (A1, G1, A2, G2) \W2.47619; \A1; \A1;\LZAPATA AISLADA (1.50 / 1.80)AISLADA (1.50 / 1.80)\W2.47619; \A1;\L(B1, C1, D1, E1, F1, B2, C2, D2, E2, COLUMNA (30/50) (A1, G1, A2, G2) COLUMNA (30/50)(30/50)\L(B1, C1, D1, E1, F1, B2, C2, D2, E2, F2)C1, D1, E1, F1, B2, C2, D2, E2, F2) \A1; \A1;\LVIGA (20/40) ESC. : 1:50 ESC. : 1:50 ESC. : 1:100 ESC. : 1:100 ESC. : 1:50 P3 P3 P3 P3 P3 P3 P4 P4 P4 P4 P4 P4 P4 P4 P4 P4 P4 P4 P3 P3 P3 P4 P4 P4 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P3 P3 P1 P1 Tensor D=16mm 5 5 Tensor D=16mm P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 Tensor D=16mm 5 5 Tensor D=16mm 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 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 33 34 31 29 28 27 26 25 24 23 22 21 20 19 18 17 5 5 5 5 5 5 5 30 32 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DC 100/50/15/2 SC 100/50/15/2 SC 80/40/15/2 5 5 PA 1-1/2" x 11/2" x1/8" 2P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 P2 2P2 P2 P2 P2 P2 P2 P2 2P2 ESC.:1:500 1. HORMIGON SIMPLE CON UNA RESISTENCIA CARACTERISTICA CILINDRICA A LOS 28 DIAS DE 210 kg/cm^ 2 (21 MPa). 2. ACERO ESTRUCTURAL CON LIMITE DE FLUENCIA DE 4200 kg/cm2. 3. NIVEL DE CONTROL ASUMIDO: NORMAL. 4. MÍNIMO ESPESOR PARA DE NIVELACION: 5 cm. 5. RECUBRIMIENTO MINIMO PARA VIGAS Y COLUMNAS: 2.5cm (medido al estribo). 6. ZAPATAS : 5 cm 7. CONTENIDO MINIMO DE CEMENTO: 350 kg. PARA 1 m³ DE HORMIGON. 8. DIMENSIONES EN METROS, SEPARACION DE ARMADURAS EN CENTIMETROS. 9. LA FATIGA DE DISEÑO DEL SUELO ES DE 1.8 Kg/cm2). 10. CALAMNIA TRAPEZOIDAL N°28 6. ACERO A36 FLUENCIA 36ksi 7. ELECTRODO PARA SOLDARURA E 6011 \LNOTAS.- Ing. David Sirpa A. LAMINA No. El Alto, Abril de 2015 Dibujado por: Fecha: FIRMA 854.00 m² 3 SELLO PLANOS ASBULT CONSTRUCCION DE TINGLADO "U.E. REPUBLICA DE CUBA DEL CARIBE" Titulo: Cliente: 1:50 Escala: \W3.10653; U.E. REPUBLICA DE CUBA DEL CARIBE FUNDACIONES, COLUMNA Y VIGAS DE ENCADENADO 3 UBICACION: Superficie construida: EMPRESA: ESC.:1:500 1. HORMIGON SIMPLE CON UNA RESISTENCIA CARACTERISTICA CILINDRICA A LOS 28 DIAS DE 210 kg/cm^ 2 (21 MPa). 2. ACERO ESTRUCTURAL CON LIMITE DE FLUENCIA DE 4200 kg/cm2. 3. NIVEL DE CONTROL ASUMIDO: NORMAL. 4. MÍNIMO ESPESOR PARA DE NIVELACION: 5 cm. 5. RECUBRIMIENTO MINIMO PARA VIGAS Y COLUMNAS: 2.5cm (medido al estribo). 6. ZAPATAS : 5 cm 7. CONTENIDO MINIMO DE CEMENTO: 350 kg. PARA 1 m³ DE HORMIGON. 8. DIMENSIONES EN METROS, SEPARACION DE ARMADURAS EN CENTIMETROS. 9. LA FATIGA DE DISEÑO DEL SUELO ES DE 1.8 Kg/cm2). 10. CALAMNIA TRAPEZOIDAL N°28 6. ACERO A36 FLUENCIA 36ksi 7. ELECTRODO PARA SOLDARURA E 6011 \LNOTAS.- Ing. David Sirpa A. LAMINA No. El Alto, Abril de 2015 Dibujado por: Fecha: FIRMA 854.00 m² 2 SELLO PLANOS ASBULT CONSTRUCCION DE TINGLADO "U.E. REPUBLICA DE CUBA DEL CARIBE" Titulo: Cliente: 1:50 Escala: \W3.10653; U.E. REPUBLICA DE CUBA DEL CARIBE CERCHA METALICA 3 UBICACION: Superficie construida: EMPRESA: ESC.:1:500 1. HORMIGON SIMPLE CON UNA RESISTENCIA CARACTERISTICA CILINDRICA A LOS 28 DIAS DE 210 kg/cm^ 2 (21 MPa). 2. ACERO ESTRUCTURAL CON LIMITE DE FLUENCIA DE 4200 kg/cm2. 3. NIVEL DE CONTROL ASUMIDO: NORMAL. 4. MÍNIMO ESPESOR PARA DE NIVELACION: 5 cm. 5. RECUBRIMIENTO MINIMO PARA VIGAS Y COLUMNAS: 2.5cm (medido al estribo). 6. ZAPATAS : 5 cm 7. CONTENIDO MINIMO DE CEMENTO: 350 kg. PARA 1 m³ DE HORMIGON. 8. DIMENSIONES EN METROS, SEPARACION DE ARMADURAS EN CENTIMETROS. 9. LA FATIGA DE DISEÑO DEL SUELO ES DE 1.8 Kg/cm2). 10. CALAMNIA TRAPEZOIDAL N°28 6. ACERO A36 FLUENCIA 36ksi 7. ELECTRODO PARA SOLDARURA E 6011 \LNOTAS.- Ing. David Sirpa A. LAMINA No. El Alto, Abril de 2015 Dibujado por: Fecha: FIRMA 854.00 m² 1 SELLO PLANOS ASBULT CONSTRUCCION DE TINGLADO "U.E. REPUBLICA DE CUBA DEL CARIBE" Titulo: Cliente: 1:50 Escala: \W3.10653; U.E. REPUBLICA DE CUBA DEL CARIBE FUNDACIONES, COLUMNA Y VIGAS DE ENCADENADO 3 UBICACION: Superficie construida: EMPRESA: ESC. : 1:100 DETALLE DE CERCHA TIPICA ESC. : 1:20 CERCHA TIPICA ESC. : 1:50 DETALLE DE DIAGONALES ESC. : 1:50 DETEALLE DE TENSOR ESC. : 1:50 DETALLE DE CORREAS ESC. : 1:100 DETALLE DE CERCHA MEDIDAS ESC. : 1:100 DETALLE DE CALAMINA ESC. : 1:100 DETALLE DE CERCHA MEDIDAS DETALLE ANCLAJE CORTE B-B CORTE A-A ESC. : 1:10 ESC. : 1:10 CORTE A-A CORTE B-B ESC. : 1:20

Language	N/A
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features
Tags	alto, autocad, barn, bolivia, city, cortes, cover, covered, dach, DETAIL, DWG, el, hangar, high, la, lagerschuppen, paz, plant, roof, shed, structure, terrasse, toit