Engineering Social Seat DWG Block for AutoCAD

Engineering Social Seat DWG Block for AutoCAD

Enginering planes of Social Center – Plant foundation – Beams and roof structure

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

according, bylayer, byblock, global, concrete radier, concreted concrete, less than the filling material should be compacted in layers of cms. of maximum thickness, be clean of debris present a c.b.r. greater than with a content of soluble salts, the fillings should be made with granular sand type soil which should be, with vibrating plate passes at the same point in soil with humidity, The seal of foundation must have a greater relative density equal to, of concrete:, concrete foundation, concretes:, foundations:, steel for concrete masonry, the steel for reinforced concrete of beams wall slab vertical reinforcements sera, walls: cms., foundations: cms., specify something else in the plans., the overlapping joints of the armor will be of diameters as when not, the folds of the longitudinal reinforcement of chains shall be made horizontally., coating of the reinforcements:, consult with the project engineer before any modification., Any doubt clarification in the interpretation of the drawings of these specifications should, All the samplings execution of the work must comply with the norms, General notes:, i.n.n. current., slabs: cms., general technical specifications, the type of concrete will be with a cone cm with a level of confidence, it is emphasized that the origin of the reinforcement will be Chilean. However, if there is any doubt, the necessary certificates will be requested. In addition, iron that is not national will be accepted, the horizontal reinforcement steel of the masonry will be esc. acma diameter of mm each row, Armed masonry:, masonry type, adhesive mortar: cement: sand: lime, cad, esc, plant pillars beams, esc, foundation plant, pma, v.f., existing foundation, telecentre, union with existing foundation, note, telecentre, material, d.m faith, emplant., cut, esc, radier cm, central acma mesh, radier cm, central acma mesh, stabilized base, compacted, material, d.m faith, emplant., cut, esc, radier cm, central acma mesh, stabilized base, compacted, det. foundations, material, d.m faith, emplant., cut, esc, radier cm, central acma mesh, stabilized base, compacted, material, d.m faith, emplant., cut, esc, radier cm, central acma mesh, stabilized base, compacted, Orient anchor to the center of the plate, cap screw:, welding, motherboard, leveling mortar, concrete:, emplant., radier cm, d.m. faith, stabilized base, Foundation, esc, acma mesh, radier cm, acma mesh, thickness base plate: mm, pillar pm, bolts, esc, v.f., sky structure projection, det. pillars, esc, pillar, esc, pillar, esc, pillar, esc, pillar, esc, pillar, esc, pillar, esc, pillar, pillar, esc, pma, pillar, esc, tube profile, Beam roof structure channel, truss for retractable panel, pma, string beam exist., increases with alb courses., according, cad, note profile details, truss detail for panel, esc, esc, plant structure. heaven, telecentre, Coronation of, pillars on each corner, cad, v.n., cad, v.n., esc, cad, det. beams cad., esc, v.n., esc, cad, esc, v.n.

Raw text data extracted from CAD file:

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DE ESPESOR MAXIMO ESTAR LIMPIO DE ESCOMBROS Y PRESENTAR UN C.B.R. MAYOR QUE 80%, CON UN CONTENIDO DE SALES SOLUBLES LOS RELLENOS DEBERAN HACERSE CON SUELO GRANULAR TIPO ARENA LIMOSA, EL QUE DEBERA SER HOMOGENEO, CON 5 PASADAS DE PLACA VIBRADORA POR MISMO PUNTO EN SUELO CON HUMEDAD OPTIMA) EL SELLO DE FUNDACION DEBERA PRESENTAR UNA DENSIDAD RELATIVA MAYOR O IGUAL A EL 90%. VIGA-CADENAS-PILARES-MUROS DE HORMIGON: H-25. CIMIENTO CORRIDO : HORMIGON H-25 2. 1. HORMIGONES: 3. FUNDACIONES: ACERO PARA HORMIGON Y ALBAÑILERIAS EL ACERO PARA HORMIGON ARMADO DE VIGAS - MURO Y LOSA Y REFUERZOS VERTICALES SERA A63-42H. CADENAS-VIGAS-PILARES Y MUROS: 2 CMS. FUNDACIONES: 4 CMS. ESPECIFIQUE OTRA COSA EN LOS PLANOS. LOS EMPALMES Y TRASLAPOS DE LA ARMADURA SERAN DE 80 DIAMETROS COMO MINIMO, CUANDO NO SE LOS DOBLECES DE LA ARMADURA LONGITUDINAL DE CADENAS SE HARAN EN HORIZONTAL. RECUBRIMIENTO DE LAS ARMADURAS: CONSULTARSE CON EL INGENIERO DEL PROYECTO ANTES DE CUALQUIER MODIFICACIÓN. CUALQUIER DUDA O ACLARACION EN LA INTERPRETACION DE LOS PLANOS O DE ESTAS ESPECIFICACIONES DEBERA TODOS LOS MATERIALES, ENSAYES, MUESTREOS Y EJECUCION DE LA OBRA DEBERAN CUMPLIR CON LAS NORMAS 13. NOTAS GENERALES: I.N.N. VIGENTES. 14. LOSAS: 2.0 CMS. 7. 12. 11. 10. ESPECIFICACIONES TECNICAS GENERALES EL TIPO DE HORMIGÓN SERA CON UN CONO 6 CM CON UN 90% DE NIVEL DE CONFIANZA 4. SE HACE HINCAPIE QUE LA PROCEDENCIA DE LA ENFIERRADURA SERA CHILENA. NO OBSTANTE SI CABE DUDA 9. SE SOLICITARA LOS CERTIFICADOS NECESARIOS. ADERMÁS NO SE ACEPTARA FIERRO A63-42H QUE NO SEA NACIONAL 5. 6. EL ACERO DE REFUERZO HORIZONTAL DE LA ALBAÑILERIA SERA ESC. ACMA DIAMETRO DE 4.2 MM CADA 3 HILADAS 8. ALBAÑILERIA ARMADA: ALBAÑILERIA TIPO A MORTERO DE PEGA: CEMENTO: ARENA: CAL = 1:3: 1/4. A B C D E F 8 7 6 5 3 4 2 1 P3 P2 P2 P3 P3 P3 P3 P3 P3 P3 P3 P3 P3 P1 P3 P3 P3 P3 9 P2 PA PB P3 P1 P1 P3a P1 P3 P3 P3 P3 P3 D' P2 P2 P7a P1 P3 P3 P3 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 1d12 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 101 15/90 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 PM PM PM PM PM PM PM PM PM PM PM PM 7 6' 8' 9 Z Esc. 1 / 50 PLANTA PILARES y VIGAS A B C D E F 8 7 6 5 3 4 2 1 9 D' 7 6' 8' 9 Z Esc. 1 / 50 PLANTA FUNDACION PMA F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 F1 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 V.F. 001 20/30 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2 2 2 2 2 2 2 2 4 4 2 2 2 2 2 2 2 2 3 3 3 3 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 3 3 3 3 4 4 4 4 1 1 2 2 2 2 FUNDACION EXISTENTE TELECENTRO UNION CON FUNDACION EXISTENTE NOTA F TELECENTRO 0.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 15 50 15 50 5 5 5 5 5 MATERIAL D.M Fe d 12 @ 20 EMPLANT. e=10cm CORTE Esc. 1/20 3 4 Fe d 12 +0.00 - 0.10 5 5 5 5 RADIER e= 12 cm MALLA ACMA CENTRAL C-139 RADIER e= 12 cm MALLA ACMA CENTRAL C-139 BASE ESTABILIZADA e=30cm COMPACTADO 15 50 15 50 5 5 MATERIAL D.M Fe d 12 @ 20 EMPLANT. e=10cm CORTE Esc. 1/20 4 2 Fe d 12 +0.00 5 5 5 5 RADIER e= 12 cm MALLA ACMA CENTRAL C-139 M.B.H.e=15 BASE ESTABILIZADA e=30cm COMPACTADO 5 5 5 5 DET. FUNDACIONES 15 50 15 50 5 5 MATERIAL D.M Fe d 12 @ 20 EMPLANT. e=10cm CORTE Esc. 1/20 2 4 Fe d 12 +0.00 5 5 5 RADIER e= 12 cm MALLA ACMA CENTRAL C-139 BASE ESTABILIZADA e=30cm COMPACTADO 15 50 15 50 5 5 MATERIAL D.M Fe d 12 @ 20 EMPLANT. e=10cm CORTE Esc. 1/20 1 4 Fe d 12 +0.00 5 5 5 RADIER e= 12 cm MALLA ACMA CENTRAL C-139 BASE ESTABILIZADA e=30cm COMPACTADO M.B.H.e=15 Orientar anclaje al centro de la placa 200 Perno: d16 mm, A-44-28ES Soldadura Placa base 12 20 Mortero de nivelación Hormigón: H25 EMPLANT. e=5cm RADIER e= 12 cm F1 D.M. Fe d12 @ 15 BASE ESTABILIZADA e=25cm FUNDACION Esc. 1/20 MALLA ACMA C-139 RADIER e= 12 cm MALLA ACMA C-139 5 5 200 Espesor placa base: 12 mm PILAR PM d200mm e=6mm Pernos = 4d 3/4" A-325 (liso) 6 5 5 E d10@15 2 Fe d 8 2 Fe d 16 2 Fe d 16 Esc. 1/20 20/30 V.F. 001 F PROYECCION ESTRUCTURA CIELO DET. PILARES Esc. 1/20 2 Fe d 12 2 Fe d 12 E d 8@20 5 5 PILAR P2 Esc. 1/20 2 Fe d 12 2 Fe d 12 E d 8@20 5 5 PILAR P1 Esc. 1/20 2 Fe d 12 2 Fe d 12 E d 8@20 5 5 PILAR P3 2 Fe d 10 Esc. 1/20 2 Fe d 12 2 Fe d 12 E d 8@20 5 5 PILAR P3a 2 Fe d 10 Esc. 1/20 2 Fe d 12 E d 8@20 5 5 PILAR 8 Fe d 10 2 Fe d 12 P7a E d 8@15 4 Fe d 10 2 Fe d 16 2 Fe d 16 5 5 5 5 5 5 Esc. 1/20 PILAR PB 37 25 11 16 16 11 27 39 E d 8@15 L=110 E d 8@15 L=114 5 E d 8@15 4 Fe d 10 2 Fe d 16 2 Fe d 16 5 5 5 5 5 5 5 5 11 19 11 6 22 27 11 17 15 E d 8@15 L=90 E d 8@15 L=91 Esc. 1/20 PILAR PA PILAR Esc. 1/10 PMA 5 5 5 3mm 2C 150/50/3mm PILAR Esc. 1/10 PM 200 200 6mm PERFIL TUBO d 8" 5 5 5 5 ESTRUCTURA DE TECHUMBRE VIGA CANAL 2C 200/50/3 CERCHA PARA PANEL RETRACTIL PMA PMA PMA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA Y CADENA EXIST. AUMENTA 0.60cm CON 3 HILADAS ALB. E F <> (VARIABLE SEGUN PLANTA) 5 P3 P3 P3 P3 P3 P3 P3 1Fe d 12 (30+350+30) 1Fe d 12 (30+350+30) 1Fe d 12 (30+350+30) 1Fe d 12 (30+350+30) CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 CAD. 100 15/30 8 1 5 2 2 2 2 2 2 2 2 2 3 3 3 3 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 1= C 150/50/3mm 2= C 150/50/3mm 3= 2L 50/50/3mm NOTA : DETALLES DE PERFILES DETALLE DE CERCHA PARA PANEL 5 5 5 5 5 5 5 5 5 5 Esc. 1 / 25 A B C D E F D' Z Esc. 1 / 50 PLANTA ESTRUC. CIELO 5 5 5 5 5 5 5 8 7 6 5 3 4 2 1 9 5 5 5 5 5 5 5 F 7 6' 8' 9 5 5 5 TELECENTRO + CORONACION DE 15/10cm Y PILARES 15/15cm EN CADA ESQUINA CAD. 100 15/30 V.N. 101 15/90 V.N. 101 15/90 V.N. 101 15/90 V.N. 101 15/90 CAD. 101 15/90 V.N. 100 15/30 V.N. 100 15/30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C 200/50/3mm 2C 200/50/3mm 2C 200/50/3mm 2C 200/50/3mm 2C 200/50/3mm 2C 200/50/3mm 2C 200/50/3mm C 200/50/3mm 5 5 5 5 5 5 5 2C 200/50/3mm 2C 200/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm C 100/50/3mm Esc. 1/20 100 CAD. 2 Fe d 12 2 Fe d 12 5 5 E d 8@20 2 Fe d 10 DET. VIGAS - CAD. Esc. 1/20 100 V.N. 2 Fe d 12 2 Fe d 12 5 5 E d 8@20 2 Fe d 10 Esc. 1/20 101 CAD. 2 Fe d 12 2 Fe d 12 5 5 E d 8@20 6 Fe d 10 Esc. 1/20 101 V.N. 2 Fe d 12 2 Fe d 12 5 5 E d 8@20 6 Fe d 10 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, beams, block, center, DWG, engineering, FOUNDATION, foundations, fundament, PLANES, plant, roof, seat, social, structure