Structural Reinforcement DWG Detail for AutoCAD

Structural Reinforcement DWG Detail for AutoCAD

Details contruction two septic wells

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

national institute of roads, Ministry of Transport, Republic of Colombia, Briceño Tunja Sogamoso, elaborated:, design, revised:, design, approved:, c.s.s., c.s.s., Approved customer:, audit, review, scales:, horizontal:, reference:, builder:, inv:, draft:, title:, plant profile, date:, October, flat:, acad:, rev, journey, date, description, concession briceño tunja sogamoso, css builders s.a., design, c.s.s., audit, septic well no., April, constructive details, plant, septic well, reinforcement, minimum, covering, cut, cut, tapas, level, cut, reinforcement, covering, minimum, tapas, level, cut, covering, minimum, cut, septic well no., plant, soldier armor, lid access in angle, soldier armor, soldier armor, tapas, pipeline, pipeline, pipeline, pipeline, pipeline, entry, departure, entry, departure, cutting, cut, lid access in angle, cut, cut, minimum, covering, cut, amounts of works, dipstick, diameter, length, space, quantity, reinforcement, total, cut, cutting, amounts of work, dipstick, diameter, length, space, quantity, reinforcement, total:, steel:, concrete:, total weight, quantity, note: fy, steel:, concrete:, total weight, quantity, note: fy, design, c.s.s., audit, septic well no., April, constructive details

Raw text data extracted from CAD file:

INSTITUTO NACIONAL DE VIAS MINISTERIO DE TRANSPORTE REPUBLICA DE COLOMBIA C O N C E S I Ó N BRICEÑO - TUNJA - SOGAMOSO ELABORÓ: DISEÑO REVISÓ: DISEÑO APROBÓ: C.S.S. AC/CC: C.S.S. APROBÓ CLIENTE: INTERVENTORIA REVISION ESCALAS: Horizontal: 1: 2000 REFERENCIA: CONSTRUCTOR: INV: PROYECTO: TITULO: PLANTA PERFIL FECHA: OCTUBRE 2002 PLANO: BTS_BT_00PP_01 ACAD: BT_00PP_01.DWG REV. 0 TRAYECTO FECHA DESCRIPCION K0+000 - K0+500 CONCESIÓN BRICEÑO - TUNJA - SOGAMOSO CSS CONSTRUCTORES S.A. 1,20 0,20 4,15 0,20 1,78 0,20 1,30 0,20 6,13 0,20 DISEÑO DISEÑO C.S.S. C.S.S. INTERVENTORIA 1: 50 POZO SEPTICO No. 2 ABRIL 2004 BTS_DC_PS_02 BTS_DC_PS.DWG 0 DETALLES CONSTRUCTIVOS 0,20 1,33 0,20 3,12 0,20 0,20 1,20 0,20 0,20 1,30 0,20 1,20 0,20 4,65 0,20 1,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,20 0,60 0,60 0,60 0,60 0,60 0,60 0,60 0,60 4,91 1,46 1,46 4,91 1,46 1,56 1,56 0,20 0,20 1,20 0,20 1,20 0,20 6,39 1,46 1,46 1,46 1,46 1,46 1,46 1,46 1,46 1,46 PLANTA POZO SEPTICO 2 5 5 5 5 5 5 5 5 5 5 REFUERZOS Ø1/2" C/30cm MINIMO 5.0cm RECUBRIMIENTO Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" 1.10 1.10 1.10 1.10 1.5 1.5 CORTE A - A A A B B CORTE A - A TAPAS NIVEL NIVEL CORTE A - A REFUERZOS Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm RECUBRIMIENTO MINIMO 5.0cm Ø1/2" C/30cm Ø1/2" C/30cm TAPAS TAPAS NIVEL NIVEL 5 5 5 5 5 5 5 5 CORTE A - A CORTE B - B Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm RECUBRIMIENTO MINIMO 5.0cm Ø1/2" C/30cm Ø1/2" C/30cm 1.5 1.5 1.10 1.10 1.10 1.10 Ø1/2" 5 5 5 5 CORTE B - B B A B 5 5 5 5 POZO SEPTICO No. 1 PLANTA A 5 5 5 5 5 5 5 5 SOLDADO A LA ARMADURA TAPA ACCESO EN ANGULO SOLDADO A LA ARMADURA 5 5 5 5 SOLDADO A LA ARMADURA SOLDADO A LA ARMADURA 5 5 5 5 TAPAS TUBERIA Ø4" Ø4" TUBERIA TUBERIA Ø4" TUBERIA Ø4" TUBERIA Ø4" TUBERIA Ø4" ENTRADA SALIDA ENTRADA SALIDA A A DESPIECE 0.20 0.20 CORTE A - A TAPA ACCESO EN ANGULO TAPA ACCESO EN ANGULO TAPA ACCESO EN ANGULO 5 5 5 0.20 0.20 0.20 0.20 5 B B A A A A B B B B 5 0.20 0.20 0.20 0.20 C C B C 5 5 0.20 0.20 0.20 0.20 CORTE B - B 5 5 5 5 CORTE B - B 5 5 MINIMO 5.0cm RECUBRIMIENTO Ø1/2" C/30cm Ø1/2" C/30cm Ø1/2" C/30cm CORTE B - B CANTIDADES DE OBRAS VARILLA DIAMETRO LONGITUD ESPACIO CANTIDAD A 1/2 1.56 0.30 101 156.61 B 6.39 0.30 36 228.66 C 1.46 0.30 12 17.41 (PULG) (m) (m) 402.68 REFUERZOS (Kg) TOTAL 1/2 1/2 CORTE A - A CORTE B - B 0.20 0.20 0.20 0.20 0.20 0.20 DESPIECE 5 5 5 0.20 0.20 5 Ø1/2" C/30cm C A B C A A C A B A 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 C C Ø1/2" C/30cm A A Ø1/2" C/30cm 5 5 5 5 0.20 0.20 5 5 CANTIDADES DE OBRA VARILLA DIAMETRO LONGITUD ESPACIO CANTIDAD A 1.56 0.30 86 133.36 B 4.91 36 175.70 C 1.46 12 17.41 (PULG) (m) (m) 326.47 REFUERZOS (Kg) TOTAL: 1/2 1/2 1/2 0.30 0.30 ACERO: CONCRETO: 14745.60 PESO TOTAL (Kg): 6.144 CANTIDAD (m3): NOTA: fy = 2400 Kg/m3 ACERO: CONCRETO: 20256.00 PESO TOTAL (Kg): 8.44 CANTIDAD (m3): NOTA: fy = 2400 Kg/m3 0.20 0.20 DISEÑO DISEÑO C.S.S. C.S.S. INTERVENTORIA 1: 50 POZO SEPTICO No. 1 ABRIL 2004 BTS_DC_PS_01 BTS_DC_PS.DWG 0 DETALLES CONSTRUCTIVOS

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, DETAIL, details, DWG, einrichtungen, facilities, gas, gesundheit, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, provision, reinforcement, septic, structural, wasser bestimmung, water, wells