Installing Structural Carcamo DWG Block for AutoCAD

Installing Structural Carcamo DWG Block for AutoCAD

Installation structural Carcamo

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

nomenclature, Detail of anchors for head support, Vars from, Marine staircase, elevation, front view, Detail of the passage of the, Filled by the reinforced concrete wall, Lock, Cm., Cm., Pipe shaft, Reinforced concrete, Anchors of vars., Steps of, Vars Smooth, Sole of, Sole of, Anchors, Min., section, Esc., Mm., Reinforced concrete wall, Clamping feet, Ls de, Esc., Use concrete on the curb template. In the carcamo structure, It shall be of the utmost importance that a minimum impermeability in, This for which it will be used a low relation that is compatible with a workability, Waterproofing. All concrete will be vibrated cured with membrane., In the joints of the receiving surface wiper wire wire water pressure applying, A concrete grout an old concrete adhesive prior to the second in such a way, That a monolithic element is obtained., The walls can be removed on the days after casting while on the slab, Fund will retire the days after the save the case of using some accelerant, All the rods will be finished with square the hooks square braces not bounded, The values ​​indicated in the table of, The reinforcing steel will be taking care of the cleaning of the rods to avoid having them, Oxidize before depositing the concrete. The free coatings will be cm in foundation slab, As well as in walls the slab lid will be of cm., The structural steel will be of the type in the welding of would be used electrodes of the series, In the design of the foundations, it was considered an admissible effort to support the level of, Satisfactory a good compaction so that an additive additive of air can be used, The preparations of the different pipe passages must be left through prior structural elements, Its so that the detail indicated in the plan should be consulted., Before the construction of the carcamo should be checked the allowable effort on the ground level of shuffle, Dimensions in other than those indicated in other elevations referred to n.t.n., Anchors, Notes:, Cover with frame, Pza, quantity, In template, Storage box, reinforcing steel, P.v.c. band Cm wide, Cimbra by contact area, Marine staircase, structural steel, amounts of work, concept, compacted fill, excavation, Concrete of:, unity, In no case will it be allowed to join in, Rods if in a section splices more, Of the part of the reinforcement lengths, Overlap will increase by, Same section of the same, Reinforcement details, Diam., Esc., Marine, stairs, Marine, stairs, register of, register of, Suction, Carcamo, Lock, Slab hollow, Wall of, Compacted, embankment, Compacted, embankment, With band p.v.c. Cm., Poster of, Vars, Construction joint with pvc band of cm., Construction gasket, Simple cm. of thickness, Concrete template, Simple cm. of thickness, Concrete template, Vars, Vars, Compacted, embankment, Simple cm. of thickness, Concrete template, Compacted, embankment, Lock, register of, Marine, stairs, Ventilation fo.go., Projection trabe, Additional reinforcement, Hollow, Vars, Esc., Deck slab, Vars of the, register of, Intercalating, Races canes, Esc., Armed with walls refurzo, Intercalating, Races canes, Intercalating, Races canes, Intercalating, Races canes, Suction, Carcamo, N.f.t., N.p.t., N.m.a., N.p.t., N.c.s., N.p.t., N.m.a., N.f.t., N.c.s., Ventilation fo.go., Exceedances fo.go., N.m.a., Compacted, embankment, Simple cm. of thickness, Concrete template, Compacted, embankment, register of, Marine, stairs, Ventilation fo.go., Ventilation fo.go., Exceedances fo.go., Poster of, Poster of, Poster of, Poster of, Poster of, Vars of the, Communicating vessel, Communicating vessel, With band p.v.c. Cm., Construction gasket, With band p.v.c. Cm., Construction gasket, Cover with frame, Deck slab, Tube of fox from, Anchors of vars. from, plant, Iron reinforcement, Square of, sheet, lime., Round iron, Tube of fox, Anchor rod, Staples of vars., cut, Square iron, Wing of fo. Round of, Counter frame of l. from, top, Round iron

Raw text data extracted from CAD file:

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EJE DE TUBERIA \A1;170 E' CONCRETO ARMADO 10 Anclas de Vars. #1/2 y L=15 \A1;495 \A1;468 3/4"d 6 mm Escalones de Vars. lisa de \A1;15 \A1;12 Solera de 5.08x0.79 (2"x5/16") \A1;70 \A1;45 \A1;8 \A1;25 \A1;12 6 mm Solera de 5.08x0.79 (2"x5/16") 6 mm 4 Anclas de P 10x10x0.64 L \A1;15 \A1;15 \A1;8 40 \A1;70 D P 10x10x0.64 L \A1;39.4 \A1;8 d5/8" 15 min. SECCION E - E 10 10 \U+2205=250mm(10") C O R T E A-A ESC. 1:50 E 6 mm. MURO CONCRETO ARMADO PATAS DE SUJECION LS DE 4" C O R T E B-B ESC. 1:50 fadm=10.0 ton/m2. de Fminimo=10.0 ton/m2 2.- Usese concreto de f'c=100 kg/cm2 en la plantilla de desplante. En la estructura del carcamo (muro y losas) sera de f'c=250 kg/cm2 con TMA grueso de 3/4"d. Se debera garantizar una impermeabilidad minima en este concreto, para lo cual se utilizara una baja relacion a/c que sea compatible con una trabajabilidad impermeabilizante integral. Todo el concreto sera vibrado y curado con membrana. En las juntas de colado, la superficie receptora se limpiara con cepillo de alambre y agua a presion aplicando una lechada de cemento o un adhesivo concreto nuevo-concreto viejo previos al segundo colado, de tal manera que se obtenga un elemento monolitico. 3.- La cimbra en muros podra ser retirada a los 5 dias despues del colado mientras que, en losa tapa, losa de fondo y trabes, se retirara a los 20 dias despues del colado, salvo el caso de usar algun acelerante 5.- Todas la varillas se remataran con escuadra o gancho; los traslapes, ganchos y escuadras no acotadas se ajustaran a lo indicado en la tabla de "Detalles de Refuerzo". 4.- El acero de refuerzo sera de fy=4200 kg/cm2 cuidando la limpieza de las varillas para evitar que tengan oxido suelto, antes de depositar el concreto. Los recubrimientos libres seran de 5 cm en losa de cimentacion asi como en muros la losa tapa sera de 5 cm. 6.- El acero estructural sera del tipo A-36. En la soldadura de campo, se emplearan electrodos de la serie E-70 7.- En el diseno de la cimentacion se considero un esfuerzo admisible al terreno de apoyo al nivel de desplante de satisfactoria y una buena compactacion por lo que podra utilizarse un aditivo inclusor de aire y un 8.- Se deberan dejar las preparaciones de los diferentes pasos de tuberia atravez de elementos estructurales previos a su colado, por lo que debera consultarse el detalle indicado en el plano. 9.- Previo a la construccion del carcamo se debera verificar el esfuerzo admisible en el terreno a nivel de desplante 1.- Acotaciones en centímetros, excepto las indicadas en otra unidad, elevaciones en metros, referidas al N.T.N. C O R T E D-D \A1;5 \A1;12 \A1;10 D 4 anclas de 1/2" NOTAS: Tapa de registro 70x70 con marco de 1.00 L 2"x5/16" Pza 104.36 355.74 CANTIDAD 22.00 8,759.91 65.68 33.50 395.12 4.68 2.45 f'c=100 kg/cm2 en plantilla m3 f'c=250 kg/cm2 caja de almac. Acero de refuerzo fy=4200 kg/cm2 Banda de P.V.C. de 25 cm de ancho Cimbra por area de contacto Escalera Marina Acero estructural A-36 m2 m m m3 Kg Kg CANTIDADES DE OBRA CONCEPTO Relleno compactado Excavacion Concreto de: UNIDAD m3 m3 \A1;a \A1;e b 75 60 45 e EN NINGUN CASO SE PERMITIRA EMPALMAR EN VARILLAS SI EN UNA SECCION SE EMPALMA MAS DE LA 3a. PARTE DEL REFUERZO "LAS LONGITUDES r DE TRASLAPE AUMENTARAN EN UN 50% UNA MISMA SECCION MAS DEL 50% DE LAS \A1;a DETALLES DE REFUERZO 10 8 6 a c 3 4 5 DIAM. 18 20 25 30 25 20 8 6 b c r 10 P L A N T A ESC. 1:50 C C 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 MARINA ESCALERA MARINA ESCALERA REGISTRO DE 70x70 REGISTRO DE 70x70 DE SUCCION CARCAMO TRABE T-1 HUECO EN LOSA MURO DE Vars.1/2"d Vars.1/2"d @ 18 @ 18 Vars.1/2"d @ 25 @ 20 Vars.5/8"d Vars.3/8"d @ 20 Compactado Terraplen Compactado Terraplen Vars.3/8"d @ 20 Vars.1/2"d @ 25 @ 20 Vars.5/8"d Vars.1/2"d @ 18 Vars.1/2"d @ 25 @ 20 Vars.5/8"d Vars.1/2"d @ 25 @ 20 Vars.5/8"d Vars.1/2"d Vars.5/8"d con banda p.v.c. de 20 cm. Cartel de 15X15 Vars. 1/2"d Vars. 1/2"d @ 18 a 18 Junta de Construccion con banda de PVC de 20 cm. Junta de Construccion @ 20 @ 25 simple de 5 cm. de espesor Plantilla de concreto simple de 5 cm. de espesor Plantilla de concreto Vars.3/8"d @ 20 Vars.1/2"d Vars.5/8"d @ 20 @ 25 Vars.1/2"d Vars.5/8"d @ 20 @ 25 Vars. 1/2"d @ 18 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 C D H 2 7 5 5 5 C D H 5 5 5 5 5 5 5 Vars.3/8"d @ 20 Vars.5/8"d @ 20 Vars. 1/2"d @ 18 Vars.1/2"d Vars.5/8"d @ 20 @ 25 5 5 5 5 5 5 5 5 5 5 5 5 2 7 Compactado Terraplen simple de 5 cm. de espesor Plantilla de concreto 5 5 5 5 5 5 5 5 Compactado Terraplen TRABE T-1 REGISTRO DE 70x70 MARINA ESCALERA 5 5 5 5 5 5 VENTILACION Fo.Go. 4"d \A1;35 \A1;35 \A1;20 \A1;20 \A1;60 \A1;75 \A1;60 \A1;60 (h=15) \A1;20 \A1;20 \A1;60 \A1;20 \A1;20 PROYECCION TRABE T-1 \A1;60 \A1;20 \A1;60 \A1;75 \A1;60 \A1;60 Refuerzo adicional en hueco 6 Vars. 1/2"d \A1;60 \A1;20 \A1;30 \A1;50 \A1;30 \A1;50 ESC. 1:50 LOSA DE CUBIERTA P L A N T A \W5.28571; VARS. DEL #3 \W5.23810; @ 20cms. \W5.28571; VARS. DEL #3 \W5.23810; @ 20cms. \W5.28571; VARS. DEL #3 \W5.23810; @ 20cms. \W5.28571; VARS. DEL #3 \W5.23810; @ 20cms. 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 C D H 2 7 REGISTRO DE 70x70 Vars.5/8"d @ 20 Vars.5/8"d @ 20 INTERCALANDO CORRIDAS Y BASTONES C O R T E C-C ESC. 1:50 Vars.1/2"d @ 25 Vars.5/8"d @ 20 Vars.1/2"d @ 25 Vars.5/8"d @ 20 Vars.1/2"d @ 25 Vars.5/8"d @ 20 Vars.1/2"d @ 25 ARMADO DE MUROS Y REFURZO Vars.5/8"d @ 20 INTERCALANDO CORRIDAS Y BASTONES Vars.5/8"d @ 20 INTERCALANDO CORRIDAS Y BASTONES Vars.5/8"d @ 20 INTERCALANDO CORRIDAS Y BASTONES Vars.1/2"d @ 25 Vars.1/2"d @ 25 Vars.1/2"d @ 25 6 mm A B A B A B A B 2 7 DE SUCCION CARCAMO N.F.T. -2.20 N.P.T. +0.95 N.M.A. +0.30 N.P.T. ±0.00 N.P.T. ±0.00 N.C.S. -3.20 N.P.T. ±0.00 N.P.T. ±0.00 N.P.T. +0.95 N.M.A. +0.35 N.F.T. -4.00 N.C.S. -5.00 5 VENTILACION Fo.Go. 4"d EXCEDENCIAS Fo.Go. 4"d EXCEDENCIAS Fo.Go. 4"d 5 5 5 5 F N.M.A. +0.30 Compactado Terraplen 5 5 5 5 5 5 5 simple de 5 cm. de espesor Plantilla de concreto 5 Compactado Terraplen 5 5 5 \A1;30 \A1;30 \A1;60 \A1;35 \A1;20 \A1;50 \A1;30 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 C D H 2 7 REGISTRO DE 70x70 MARINA ESCALERA 5 5 5 5 5 5 VENTILACION Fo.Go. 4"d A B A B 5 VENTILACION Fo.Go. 4"d EXCEDENCIAS Fo.Go. 4"d EXCEDENCIAS Fo.Go. 4"d 5 5 5 5 F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F Vars.5/8"d @ 20 Vars.1/2"d @ 25 Vars.1/2"d @ 25 5 5 e #2 @15cm. 4d #4 2d #3 D Vars.5/8"d @ 20 Cartel de 15X15 Cartel de 15X15 Cartel de 15X15 Cartel de 15X15 Cartel de 15X15 \W5.28571; VARS. DEL #3 \W5.23810; @ 20cms. \W5.28571; VARS. DEL #3 \W5.23810; @ 20cms. Vars.1/2"d @18 Vars.1/2"d @18 Vars.1/2"d @18 Vars.1/2"d @18 Vars.1/2"d @18 Vars.1/2"d @18 VASO COMUNICANTE 5 5 5 5 VASO COMUNICANTE VASO COMUNICANTE 5 5 @ 20 Vars.5/8"d Vars.5/8"d @ 20 Vars.1/2"d @ 25 con banda p.v.c. de 20 cm. Junta de Construccion con banda p.v.c. de 20 cm. Junta de Construccion Vars.1/2"d @ 25 5 5 5 6 5 6 F Tapa con marco de L 4.5 x0.5 (1 3/4"x3/16") d F Losa de Cubierta L=20 Tubo de Fo.Go. de 2.54 (1") d L=15 Anclas de Vars. de 1.27(1/2") d T A P A D E R E G I S T R O PLANTA 70 8 4 8 8 Refuerzo de Fierro Cuadrado de 1.27 (1/2") d \A1;20 Lamina Cal. 12 de 1.9 mm(3/4") d Fierro Redondo Tubo de Fo.Go. de 2.54 (1") d y L=20 Ancla de Varilla de 1.27(1/2")d F \A1;15 70 Grapas de Vars. 3/8"a 15 CORTE F-F \A1;15 \A1;8 Fierro Cuadrado \A1;70 \A1;12 Asa de Fo. redondo de 1.9 (3/4")d 2 Vars.3/8" d Contramarco de L. de 5.08x0.63 (2"x1/4") \A1;10 \A1;10 Tapa 4 5 8 Fierro Redondo 1.9(3/4")d

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	A/C, Deck / Patio, Car Parking Lot
Tags	autocad, block, carcamo, DWG, einrichtungen, facilities, gas, gesundheit, installation, installing, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, structural, wasser bestimmung, water, water supply