Project Storehouse DWG Full Project for AutoCAD

Project Storehouse DWG Full Project for AutoCAD

Storehouse project – Plants – Sections – Views

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

ser.lprecval, ser.lunitsval, ser.showunitsval, both, degrees, of., office, tlf and network, superintendent, of. b, niveld., ramp, area of ​​receipt, area of, scale, page, bathroom, dressing rooms, group, mine, jmz, of. group, geology, group a, receipt, depos., of. head of planning, bintage, total racks, side view of, column, laminate number, description, location :, owner :, rev., plane :, project:, rev., date, approved, revised, dis .::, rev.:, fec.:, esc.:, dib.:, cajamarca, minera yanacocha srl, plant, stock fleet, architecture, v.matos fg, daniel ugas s., luis puertas p., float store, area of ​​receipt, elevation, escape, area of ​​office, office, office, attention, vest, sh, dining room, court aa, court cc, cut bb, valuation, issued for information, apl, lpp, elevations, cuts, dep. , cut, sigral s. a., integrated systems, emitted for approval, f.ch., – foundation depth, reinforcement steel.-, soil capacity.-, coating.-, – admissible pressure, concrete.- technical specifications.-, – concrete emptying against the ground, – concrete in contact with the land, – solados, indicated, in c, plant and details, foundation, or. plasier, f. Chumbiauca, l. doors, indicated, base layer, elastic seal, – concrete reinforced and simple concrete, foundation – plant, section, asphalt paint, crossing the joint, reinforcement typical floor slab, base layer, sealed joint, and elastic seal, compacted, sup and inf., detail, sub-shoe, notes.-, reinforcement typical slab of ceramic, floor, armor, formwork, cut in area, trunk, detail anchorage, tintaya, structure – foundations, bhp tintaya sa, typical housing , – the material for base course must satisfy the requirements of, base course.-, – dimensions and levels in millimeters, technical specifications.-, concrete.-, foundation parameters.-, reinforcing steel.-, – depth foundation, – plain concrete for footings, – ground slab, note.-, minimum, col., plain concrete, floor slab, polyethilene, section, base course, no plane, reference plane, revision, cajamarca – peru, area:, scale: revision :, drawn, revised, approved, file :, dir :, urvey, prepared by:, date, by, revisions, description, engineering services, scale scale, scale, maintenance workshop, north yanacocha, current, f. quiroz, a. red, r. hilbck, m. reenactment, miscellaneous projects, location plan, initial plane, tire workshop, containers, welding workshop, toyota workshop, existing workshop, canal, haul-road, house of strength, zone of washing, legend, utm coordinates, secondary level curve, main level curve, existing construction, construction, projected construction, haul pack, transit, conveyed channel, final, final plane, platform, haul road

Raw text data extracted from CAD file:

1.50 m. 2.40 m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 10.50m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 10.50m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 2.70m. 2.70 m. 1.20 m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 3.30m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 0.92m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 0.46m. Of. Despacho Tlf y Red Comedor/Sala de Reuniones (15 personas) Of. Superintendente Of. B 16.50m. 7.30m. 3.00m. 4.30m. 4.50m. Niveld. Rampa 4 m roll up door Zona de Recibo Zona de Despacho ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 4.20m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 4.00m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 5.00m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 3.10m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 32.50m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 43.80m. SCALE 1:200 PAGE 3 OF 3 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 3.30m. Baño 2 Baño 1 ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 5.10m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 3.70m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 3.70m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 2.30m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 7.00m. Vestidores Of. Grupo Mina JmZ ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 4.30m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 4.30m. 4 m roll up door 4 m roll up door Of. Grupo Geología Of. Grupo A ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 17.50m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 17.50m. Of. Recibo Depos. Of. Jefe de Planeamiento 2.24m (Size Manually) (Size Manually) (Size Manually) (Size Manually) ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 3.70m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 2.45m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 1.50m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 3.70m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 3.70m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 1.00m. (Size Manually) (Size Manually) (Size Manually) (Size Manually) (Size Manually) (Size Manually) ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees 5.00m. 2.00 m. 2.00 m. 0.70m. 0.30m. 5.30m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 0.60m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees 0.45m. ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees Binería 14040 locaciones 270 cuerpos (18" X 36") ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees Decked Racks (1680 locaciones) 84 cuerpos x 5 niveles ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees Pallet Racks (720 locaciones) 36 cuerpos X 5 niveles Total Racks 2400 locaciones ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees (Size Manually) (Size Manually) (Size Manually) (Size Manually) ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees (Size Manually) (Size Manually) (Size Manually) (Size Manually) (Size Manually) (Size Manually) ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both degrees Vista lateral de columna ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees ser.LPrecVal ser.LUnitsVal ser.ShowUnitsVal Both 0 degrees N=±9.99 NUMERO DE LAMINA Descripción UBICACION: PROPIETARIO: Rev. PLANO: PROYECTO: REV. Fecha Aprobó Revisó DIS.: REV.: FEC.: ESC.: DIB.: -- A \A1;17500 \A1;17500 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;17500 \A1;17500 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;1725 \A1;4800 \A1;17500 \A1;17500 -- A \A1;4800 \A1;1725 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;4800 \A1;1725 \A1;4000 \A1;10000 \A1;925 \A1;4000 \A1;2075 \A1;17500 \A1;17500 \A1;17500 \A1;17500 097.00-AU.002 CAJAMARCA MINERA YANACOCHA S.R.L. PLANTA ALMACEN DE FLOTA ARQUITECTURA B V.MATOS F.G. DANIEL UGAS S. LUIS PUERTAS P. MARZO 01 1/100 ELEVACION 2 5 NPT+0.00 NPT+0.20 NPT+0.00 NPT+0.20 5 N+6.20 10 A 100 10 100 B C N+6.15 PLANTA ALMACEN DE FLOTA ESCALA 1/100 AU.003 B ZONA DE RECIBO 7 9 1 NPT+0.00 NPT+0.20 ESCALA 1/100 ELEVACION 1 7 1 N+2.70 10 100 NPT+0.20 NPT+0.00 6 5 4 3 2 5 5 5 5 5 5 6 5 4 3 2 5 A 5 B ELEVACION C ESCAPE NPT+0.20 NPT+0.20 ZONA DE DESPACHO NPT+0.20 NPT+0.20 NPT-1.05 RAMPA S= 10% AU-004 2 5 5 5 5 5 5 NPT-1.05 ELEVACION AU-004 1 OFICINA DESPACHO ATENCION VEST. S.H. R COMEDOR NPT+0.10 NPT+0.20 8 5 5 AU.003 B 10 CORTE A-A NPT+0.20 NPT+0.00 NPT-1.05 N+6.20 A ESCALA 1/100 100 10 B 100 NPT+0.20 NPT+0.00 A N+6.20 8 9 ELEVACION 3 5 10 NPT+0.00 NPT+0.20 ESCALA 1/100 5 N+6.20 C 100 10 B 100 NPT+0.00 NPT+0.20 A N+6.15 NPT+0.00 NPT-1.05 ELEVACION AU-004 3 5 5 A A CORTE C-C NPT+0.20 NPT+0.00 ESCALA 1/100 N+6.20 C B 100 10 100 10 N+6.20 A NPT+0.20 NPT+0.00 AU-003 C AU-003 C CORTE B-B 5 5 5 5 5 5 5 NPT+0.20 5 10 NPT+0.00 NPT+0.20 N+2.70 9 100 8 7 6 5 ESCALA 1/100 4 3 2 1 NPT+0.00 5 5 5 5 5 40 .10 7 .10 .05 .12 140 7 150 151 7 7 .20 .10 .10 .65 .05 .25 .10 .05 .10 .25 .35 .05 4 3 7 7 8 9 7 7 11 12 10 7 7 7 6 7 5 7 7 7 VALORACION 1 2 7 7 ESCALA 1/100 A-1 5 5 5 5 \A1;TR-4 \A1;THERMOMURO CCA-50 A EMITIDO PARA INFORMACION A.P.L. L.P.P. 097.00-AU.004 CAJAMARCA MINERA YANACOCHA S.R.L. ELEVACIONES ALMACEN DE FLOTA ARQUITECTURA B V.MATOS F.G. DANIEL UGAS S. LUIS PUERTAS P. MARZO 01 1/100 A EMITIDO PARA INFORMACION A.P.L. L.P.P. 097.00-AU.003 CAJAMARCA MINERA YANACOCHA S.R.L. CORTES ALMACEN DE FLOTA ARQUITECTURA B V.MATOS F.G. DANIEL UGAS S. LUIS PUERTAS P. MARZO 01 1/100 A EMITIDO PARA INFORMACION A.P.L. L.P.P. 1 7 8 6 Dep. 2 3 4 5 NPT+0.10 NPT+0.00 \A1;9000 \A1;200 \A1;3300 \A1;700 \A1;4200 \A1;3300 \A1;700 \A1;200 \A1;11000 \A1;4400 -3403.150072794408 -3403.150072794408 -13164.79620448531 -13164.79620448531 -13164.79620448531 -13164.79620448531 -3403.150072794408 -13164.79620448531 10 100 -3403.150072794408 -3403.150072794408 10 100 \A1;5,800 \A1;5,300 \A1;3,000 \A1;3,000 \A1;11,500 \A1;5,800 \A1;5,300 \A1;3,000 \A1;3,000 \A1;11,500 \A1;1,173 \A1;6,073 \A1;3,040 \A1;1,101 \A1;11,557 \A1;1,162 \A1;2,398 \A1;3,000 \A1;3,000 \A1;3,000 \A1;3,000 \A1;17,500 \A1;3,000 \A1;3,000 \A1;17,500 \A1;3,000 \A1;850 \A1;850 5 5 5 5 5 0.0 0.0 0.0 0.0 0.0 5 5 -46.13354957092088 5 5 -1124.601703795837 5 5 1 5 5 5 5 -14403.47713930102 2 5525.528371320921 -14403.47713930102 5525.528371320921 5 5 N=±9.99 NUMERO DE LAMINA Descripción UBICACION: PROPIETARIO: Rev. PLANO: PROYECTO: REV. Fecha Aprobó Revisó DIS.: REV.: FEC.: ESC.: DIB.: -- A \A1;17500 \A1;17500 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;17500 \A1;17500 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;1725 \A1;4800 \A1;17500 \A1;17500 \A1;17500 \A1;17500 -- A \A1;4800 \A1;1725 \A1;17500 \A1;17500 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;4800 \A1;1725 \A1;4000 \A1;10000 \A1;925 \A1;4000 \A1;2075 AU.001 CAJAMARCA MINERA YANACOCHA S.R.L. ALMACEN DE FLOTA PLANTA V.MATOS F.G. DANIEL UGAS S. 1/100 ELEVACION 2 5 NPT+0.00 NPT+0.20 ESCALA 1/100 NPT+0.00 NPT+0.20 5 N+6.20 10 A 100 10 100 B C N+6.15 PLANTA ALMACEN DE FLOTA ESCALA 1/100 AU.002 B ZONA DE RECIBO 7 9 1 NPT+0.00 NPT+0.20 ESCALA 1/100 ELEVACION 1 7 1 N+2.70 10 100 NPT+0.20 NPT+0.00 AU.002 CAJAMARCA MINERA YANACOCHA S.R.L. ALMACEN DE FLOTA CORTE V.MATOS F.G. DANIEL UGAS S. 1/100 6 5 4 3 2 5 5 5 5 5 5 6 5 4 3 2 5 A 5 B ELEVACION C ESCAPE NPT+0.20 NPT+0.20 ZONA DE DESPACHO NPT+0.20 NPT+0.20 NPT-1.00 RAMPA S= 10% 2 5 5 5 5 5 5 NPT-1.20 ELEVACION 1 OFICINA DESPACHO ATENCION VEST. S.H. R COMEDOR NPT+0.20 NPT+0.20 8 5 5 AU.002 B AU.002 CAJAMARCA MINERA YANACOCHA S.R.L. ALMACEN DE FLOTA CORTE V.MATOS F.G. DANIEL UGAS S. 1/100 10 5 5 CORTE A-A NPT+0.20 NPT+0.00 NPT-1.00 N+6.20 A ESCALA 1/100 100 10 B 100 NPT+0.20 NPT+0.00 A N+6.20 8 9 ELEVACION 3 5 10 NPT+0.00 NPT+0.20 ESCALA 1/100 5 N+6.20 C 100 10 B 100 NPT+0.00 NPT+0.20 A N+6.15 NPT+0.00 NPT-1.00 ELEVACION -- 3 5 5 A A CORTE A-A 5 NPT+0.20 NPT+0.00 ESCALA 1/100 N+6.20 A 5 B 100 10 100 10 N+6.20 A NPT+0.20 NPT+0.00 -- C -- C CORTE B-B 5 5 5 5 5 5 5 NPT+0.20 5 10 NPT+0.00 NPT+0.20 N+2.70 9 100 8 7 6 5 ESCALA 1/100 4 3 2 1 NPT+0.00 5 5 5 5 5 40 .10 7 .10 .05 .12 140 7 150 151 7 7 .20 .10 .10 .65 .05 .25 .10 .05 .10 .25 .35 .05 4 3 7 7 8 9 7 7 11 12 10 7 7 7 6 7 5 7 7 7 VALORACION 1 2 7 7 ESCALA 1/100 A-1 N=±9.99 NUMERO DE LAMINA Descripción UBICACION: PROPIETARIO: Rev. PLANO: PROYECTO: REV. Fecha Aprobó Revisó DIS.: REV.: FEC.: ESC.: DIB.: -- A \A1;17500 \A1;17500 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;17500 \A1;17500 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;1725 \A1;4800 \A1;17500 \A1;17500 -- A \A1;4800 \A1;1725 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;4800 \A1;1725 \A1;4000 \A1;10000 \A1;925 \A1;4000 \A1;2075 \A1;17500 \A1;17500 \A1;17500 \A1;17500 097.00-AU.002 CAJAMARCA MINERA YANACOCHA S.R.L. PLANTA ALMACEN DE FLOTA ARQUITECTURA B V.MATOS F.G. DANIEL UGAS S. LUIS PUERTAS P. MARZO 01 1/100 ELEVACION 2 5 NPT+0.00 NPT+0.20 NPT+0.00 NPT+0.20 5 N+6.20 10 A 100 10 100 B C N+6.15 PLANTA ALMACEN DE FLOTA ESCALA 1/100 AU.003 B ZONA DE RECIBO 7 9 1 NPT+0.00 NPT+0.20 ESCALA 1/100 ELEVACION 1 7 1 N+2.70 10 100 NPT+0.20 NPT+0.00 6 5 4 3 2 5 5 5 5 5 5 6 5 4 3 2 5 A 5 B ELEVACION C ESCAPE NPT+0.20 NPT+0.20 ZONA DE DESPACHO NPT+0.20 NPT+0.20 NPT-1.05 RAMPA S= 10% AU-004 2 5 5 5 5 5 5 NPT-1.05 ELEVACION AU-004 1 OFICINA DESPACHO ATENCION VEST. S.H. R COMEDOR NPT+0.10 NPT+0.20 8 5 5 AU.003 B 10 CORTE A-A NPT+0.20 NPT+0.00 NPT-1.05 N+6.20 A ESCALA 1/100 100 10 B 100 NPT+0.20 NPT+0.00 A N+6.20 8 9 ELEVACION 3 5 10 NPT+0.00 NPT+0.20 ESCALA 1/100 5 N+6.20 C 100 10 B 100 NPT+0.00 NPT+0.20 A N+6.15 NPT+0.00 NPT-1.05 ELEVACION AU-004 3 5 5 A A CORTE C-C NPT+0.20 NPT+0.00 ESCALA 1/100 N+6.20 C B 100 10 100 10 N+6.20 A NPT+0.20 NPT+0.00 AU-003 C AU-003 C CORTE B-B 5 5 5 5 5 5 5 NPT+0.20 5 10 NPT+0.00 NPT+0.20 N+2.70 9 100 8 7 6 5 ESCALA 1/100 4 3 2 1 NPT+0.00 5 5 5 5 5 40 .10 7 .10 .05 .12 140 7 150 151 7 7 .20 .10 .10 .65 .05 .25 .10 .05 .10 .25 .35 .05 4 3 7 7 8 9 7 7 11 12 10 7 7 7 6 7 5 7 7 7 VALORACION 1 2 7 7 ESCALA 1/100 A-1 5 5 5 5 \A1;TR-4 \A1;THERMOMURO CCA-50 A EMITIDO PARA INFORMACION A.P.L. L.P.P. 097.00-AU.004 CAJAMARCA MINERA YANACOCHA S.R.L. ELEVACIONES ALMACEN DE FLOTA ARQUITECTURA B V.MATOS F.G. DANIEL UGAS S. LUIS PUERTAS P. MARZO 01 1/100 A EMITIDO PARA INFORMACION A.P.L. L.P.P. 097.00-AU.003 CAJAMARCA MINERA YANACOCHA S.R.L. CORTES ALMACEN DE FLOTA ARQUITECTURA B V.MATOS F.G. DANIEL UGAS S. LUIS PUERTAS P. MARZO 01 1/100 A EMITIDO PARA INFORMACION A.P.L. L.P.P. 1 7 8 6 Dep. 2 3 4 5 NPT+0.10 NPT+0.00 Fecha REV. Aprobó Revisó DIS.: REV.: FEC.: ESC.: NUMERO DE LAMINA DIB.: Descripción UBICACION: Rev. PROPIETARIO: PLANO: PROYECTO: S i g r a l S. A. S i s t e m a s I n t e g r a l e s \A1;16 \A1;20 \A1;4800 \A1;250 \A1;1725 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;17500 \A1;17500 \A1;35000 \A1;48525 \A1;275 \A1;350 \A1;350 \A1;14000 \A1;4000 \A1;3100 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3100 \A1;100 \A1;200 \A1;300 \A1;1100 \A1;6\U+22053/8"@200 C/CARA \A1;150 \A1;150 TIP. \A1;400 \A1;150 \A1;150 \A1;250 \A1;150 \A1;200 \A1;250 \A1;150 \A1;150 \A1;20 \A1;16 \A1;150 \A1;150 \A1;60 \A1;90 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;925 \A1;100 \A1;200 \A1;300 \A1;1050 \A1;5\U+22053/8"@250 C/CARA \A1;800 \A1;200 \A1;100 \A1;3\U+22053/8"@250 \A1;200 \A1;150 TIP. \A1;5950 \A1;5950 \A1;5950 \A1;5950 \A1;5950 \A1;5950 \A1;840 \A1;300 \A1;200 \A1;200 \A1;600 \A1;100 \A1;2\U+22053/8"@250 \A1;200 \A1;150 TIP. \A1;6000 \A1;4000 \A1;4000 \A1;300 \A1;400 \A1;2\U+22053/8" \A1;2\U+22053/8" \A1;100 \A1;200 \A1;420 \A1;200 \A1;6350 A EJE C \A1;10350 A EJE C \A1;420 \A1;1050 \A1;300 \A1;200 \A1;200 \A1;100 \A1;5\U+22053/8"@250 \A1;300 \A1;300 \A1;210 \A1;150 TIP. \A1;150 TIP. \A1;625 \A1;4\U+22053/8"@250 C/CARA \A1;150 \A1;150 \A1;150 \A1;250 \A1;150 \A1;125 \A1;125 \A1;60 \A1;50 \A1;150 \A1;125 \A1;250 \A1;50 \A1;140 \A1;150 \A1;150 \A1;150 \A1;150 \A1;125 \A1;250 \A1;50 \A1;150 \A1;150 \A1;250 \A1;125 \A1;150 \A1;125 \A1;50 \A1;140 \A1;150 \A1;125 \A1;150 \A1;\O2000 \A1;300 \A1;150 \A1;250 \A1;125 \A1;150 \A1;150 \A1;125 \A1;125 \A1;16 \A1;20 \A1;125 \A1;125 \A1;20 \A1;16 \A1;2540 \A1;522 \A1;4938 \A1;3379 \A1;6000 \A1;2350 \A1;150 TIP. \A1;600 A EMITIDO PARA APROBACION F.CH. L.P.P. 02/04/01 - PROFUNDIDAD DE CIMENTACION ACERO DE REFUERZO.- CAPACIDAD DEL SUELO.- RECUBRIMIENTO.- - PRESION ADMISIBLE CONCRETO.- ESPECIFICACIONES TECNICAS.- - BARRAS LISAS Y CORRUGADAS, ASTM A615 - CONCRETO VACIADO CONTRA EL TERRENO - CONCRETO EN CONTACTO CON EL TERRENO - SOLADOS cm kg/cm2 kg/cm2 kg/cm2 INDICADA cm Df qa = 1.00 4,200 fy = = = f'c = 7.00 4.00 80 CAJAMARCA PLANTA Y DETALLES MINERA YANACOCHA S.R.L. ALMACEN DE FLOTA CIMENTACION 097.00-EC-001 O. PLASIER F. CHUMBIAUCA L. PUERTAS MARZO 2001 INDICADAS A = JUNTA TIPO "3" ESCALA: 1/12.5 CAPA BASE -1452.182902218337 -1452.182902218337 SELLO ELASTICO TECKNOPOR 5/8" - CONCRETO ARMADO Y CONCRETO SIMPLE 210 f'c = kg/cm2 NPT. +200 A B C 1 2 4 5 6 7 8 3 9 NPT. +1050 NT. ±0.00 Z-2 Z-3a Z-3 Z-3 Z-3 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2a Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 CIMENTACION - PLANTA ESCALA: 1/125 -739.1113406583609 -739.1113406583609 K SECCION - ESCALA : 1/25 N. -1350 NPT. +200 -739.1113406583609 d3/8"@200 -739.1113406583609 -739.1113406583609 -739.1113406583609 -739.1113406583609 -739.1113406583609 4d1/2"(Doblan N. -1050 d3/8"@250 Junta 3 -739.1113406583609 Z-4b Z-4b Junta 2 Junta 2 Junta 3 Junta 2 Junta 2 Junta 2 Junta 1 Junta 1 Junta 3 Junta 1 Junta 1 Junta 1 Junta 1 Junta 3 Junta 1 Junta 1 C/Sentido d3/8"@300 N. +200 0.0 0.0 0.0 2d3/8" SECCION ESCALA : 1/20 d3/8"@300 d3/8"@300 NPT. +200 0.0 1048.509958077309 1048.509958077309 A 1d3/8" 1048.509958077309 ESCALA : 1/20 SECCION B PINTURA ASFALTICA ESCALA : 1/12.5 JUNTA TIPO "2" -1452.182902218337 -1452.182902218337 CORTAR 50% DEL FIERRO QUE CRUZA LA JUNTA ESCALA : 1/12.5 REFUERZO TIPICO LOSA DE PISO -1452.182902218337 -1452.182902218337 -1452.182902218337 CAPA DE BASE d3/8"@300 Junta Serrada y Sello Elastico -1452.182902218337 -1452.182902218337 30 3mm. JUNTA TIPO "1" ESCALA : 1/12.5 C/SENTIDO N. +200 COMPACTADA C/SENTIDO -1452.182902218337 CAPA DE BASE CAPA DE BASE -1452.182902218337 -1452.182902218337 N. +200 SELLO ELASTICO -1452.182902218337 -1452.182902218337 -1452.182902218337 -1452.182902218337 NPT. +200 - - C/SENTIDO d3/8"@300 NT ±0.00 NT ±0.00 A - A - H - H - - G - G - H - C A - - A B - A - NV. +150 CORTAR 50% DEL FIERRO QUE CRUZA LA JUNTA 200 en ext.) 13292.50583370187 d3/8"@250 d3/8"@250 -739.1113406583609 NT. ±0.00 -739.1113406583609 -739.1113406583609 -739.1113406583609 ESCALA : 1/25 SECCION L - -739.1113406583609 -739.1113406583609 VAR. -840 -739.1113406583609 C/CARA C/CARA Solado (t=75) Solado (t=75) -739.1113406583609 -739.1113406583609 -739.1113406583609 SUP. E INF. -739.1113406583609 - K - L 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 -17558.98841398666 -17558.98841398666 Solado (t=75) -17558.98841398666 SECCION ESCALA : 1/25 SUP. E INF. -17558.98841398666 -17558.98841398666 - M -17558.98841398666 -17558.98841398666 d3/8"@250 -17558.98841398666 d3/8"@250 C/CARA NT. ±0.00 -17558.98841398666 A -1050 VAR. -420 A -840 13292.50583370187 13292.50583370187 13292.50583370187 0.0 Solado (t=75) 0.0 ESCALA : 1/25 SECCION 0.0 - N d3/8"@250 NT. ±0.00 C/CARA 0.0 0.0 0.0 VAR. ±0.00 0.0 A -420 0.0 - M - N N. -1050 Solado (t=75) 0.0 N. -840 Solado (t=75) 10350 A EJE C 420 N. -420 N. -840 3d3/8" 2d3/8" 2d3/8" 2d3/8"(Adic.) ESCALA : 1/25 DETALLE - O DETALLE ESCALA : 1/25 - P Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4b Z-4b SECCION ESCALA : 1/25 0.0 d3/8"@250 C/CARA 0.0 0.0 0.0 Q - Solado (t=75) N. -1050 0.0 0.0 0.0 C/CARA Tecknopor (t=25) 0.0 N. ±0.00 F - F - 0.0 0.0 0.0 Q - 0.0 2d3/8" Sub-zapata O - P - -17558.98841398666 E - D - D - - G ESCALA : 1/20 - C/SENTIDO SECCION 0.0 D d3/8"@300 NPT. +200 0.0 - G CAPA BASE (t=150) (t=150) CAPA BASE CAPA BASE (t=150) (t=150) CAPA BASE (Doblan 150 en ext.) (Doblan 150 en ext.) d3/8"@300 C/SENTIDO ESCALA : 1/20 SECCION (t=150) CAPA BASE 0.0 R - NT ±0.00 1d1/2" 0.0 0.0 S=10% - R (t=150) CAPA BASE - VER ZAPATAS Z-1 A Z-4 EN PLANO EC-002. NOTAS.- -13213.44091187365 -13263.44091187365 COMPACTADA CAPA DE BASE REFUERZO TIPICO LOSA DE VEREDA ESCALA : 1/12.5 -13213.44091187365 C/SENTIDO d1/4"@200 N. +200 H - - H H - 1d3/8" SECCION d3/8"@300 NPT. +200 ESCALA : 1/20 -824.2233922931191 CAPA BASE (t=150) C/SENTIDO d3/8"@300 -824.2233922931191 -824.2233922931191 C - -824.2233922931191 NV +150 - C 1d3/8" SECCION d3/8"@300 NPT. +200 ESCALA : 1/20 -975.7016978743486 CAPA BASE (t=150) C/SENTIDO d3/8"@300 -975.7016978743486 E - -975.7016978743486 NPT. +200 -975.7016978743486 -975.7016978743486 -8836.95078044373 -8836.95078044373 CAPA BASE ESCALA : 1/20 SECCION - F 1d3/8" (t=150) NV +150 -8836.95078044373 d3/8"@300 C/SENTIDO d3/8"@300 NPT. +200 0.0 0.0 -8836.95078044373 NT ±0.00 NT ±0.00 - I I - - J -23059.09130234315 ESCALA : 1/20 SECCION H - -23059.09130234315 1d3/8" -23059.09130234315 d1/4"@200 C/SENTIDO NT ±0.00 NV. +150 CAPA BASE (t=125) -16521.13277631704 -16521.13277631704 CAPA BASE (t=150) ESCALA : 1/20 SECCION G - NV +150 140 C/SENTIDO d3/8"@300 NPT. +200 C/SENTIDO d1/4"@200 -6597.108877321996 -6597.108877321996 ESCALA : 1/20 SECCION J - (t=150) CAPA BASE 1d3/8" -25081.41949090689 d3/8"@300 C/SENTIDO NT ±0.00 NT ±0.00 NPT. +200 0.0 C/SENTIDO d3/8"@300 -25706.41949090698 -15332.28184979342 ESCALA : 1/20 SECCION C/SENTIDO d1/4"@200 (t=125) -15332.28184979342 CAPA BASE -15332.28184979342 - I 1d3/8" NV. +150 VAR. DE +200 A ±0.00 C/SENTIDO d3/8"@300 -9649.085222301292 -9649.085222301292 - D (t=125) CAPA BASE CERAMICO PISO Junta 3 Junta 3 (t=125) CAPA BASE CERAMICO PISO -30661.0955449317 CAPA DE BASE -30661.0955449317 JUNTA TIPO "4" ESCALA : 1/12.5 CORTAR 50% DEL FIERRO QUE CRUZA LA JUNTA -20962.24106579272 SELLO ELASTICO NV. +150 -20962.24106579272 PINTURA ASFALTICA -30317.26679182076 -30317.26679182076 CAPA DE BASE JUNTA TIPO "5" ESCALA : 1/12.5 NV. +150 -20962.24106579272 -20962.24106579272 d1/4"@200 C/Sentido TECKNOPOR 5/8" SELLO ELASTICO Junta 5 Junta 4 Junta 4 Junta 4 Junta 4 Junta 4 Junta 4 Junta 4 NV. +150 Junta 4 Junta 4 Junta 4 Junta 4 5 5 5 5 5 5 Junta 3 3d3/8" 150 TIP. Pasan 2d3/8" Pasan 2d3/8" 600 2d3/8" 2d3/8" Pasan 1d3/8" Fecha REV. Aprobó Revisó DIS.: REV.: FEC.: ESC.: NUMERO DE LAMINA DIB.: Descripción UBICACION: Rev. PROPIETARIO: PLANO: PROYECTO: S i g r a l S. A. S i s t e m a s I n t e g r a l e s \A1;375 \A1;1800 \A1;1800x1200 \A1;150 \A1;675 \A1;1200 \A1;550 \A1;375 \A1;225 \A1;450 \A1;450 \A1;575 \A1;300 \A1;200 \A1;200 \A1;200 \A1;9\U+22051/2"@200 \A1;100 \A1;100 \A1;75 \A1;6 \U+22053/8"@150 \A1;75 \A1;1200x1200 \A1;300 \A1;500 \A1;500 \A1;350 \A1;1200 \A1;350 \A1;350 \A1;500 \A1;350 \A1;500 \A1;1200 \A1;200 \A1;100 \A1;6\U+22051/2"@200 \A1;100 \A1;75 \A1;6 \U+22053/8"@150 \A1;75 \A1;270 \A1;150 \A1;500 \A1;150 \A1;150 \A1;125 \A1;300 TIP. \A1;150 \A1;150 \A1;100 \A1;100 \A1;500 \A1;150 \A1;900 \A1;1800x1200 \A1;300 \A1;150 \A1;575 \A1;225 \A1;550 \A1;1200 \A1;675 \A1;325 \A1;225 \A1;375 \A1;500 \A1;1800 \A1;200 \A1;200 \A1;200 \A1;100 \A1;9\U+22051/2"@200 \A1;100 \A1;75 \A1;6 \U+22053/8"@150 \A1;75 \A1;900 \A1;900 \A1;150 \A1;300 \A1;1200x1200 \A1;200 \A1;6\U+22051/2"@200 \A1;100 \A1;100 \A1;75 \A1;6 \U+22053/8"@150 \A1;75 \A1;1200 \A1;250 \A1;350 \A1;350 \A1;1200 \A1;500 \A1;350 \A1;325 \A1;525 \A1;500 \A1;900 \A1;150 \A1;150 \A1;500 \A1;150 \A1;150 \A1;125 \A1;300 TIP. \A1;150 \A1;150 \A1;270 \A1;270 \A1;270 \A1;350 \A1;275 \A1;350 \A1;275 ESCALA: 1/25 ARMADURA Solado (t=75) ZAPATA Z-1 -509.4121609556678 ENCOFRADO -509.4121609556678 NV. +150 4 ANCLAJES d3/4" Grout (t=25) -509.4121609556678 -509.4121609556678 5 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 8d5/8" d3/8"@150 -509.4121609556678 -509.4121609556678 -509.4121609556678 NPT. +200 6d1/2"@200 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 Grout (t=25) ESCALA: 1/25 ZAPATA Z-3 -509.4121609556678 -509.4121609556678 ENCOFRADO Solado (t=75) 4 ANCLAJES d3/4" -509.4121609556678 -509.4121609556678 ARMADURA 6d1/2"@200 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 NPT. +200 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 8d5/8" d3/8"@150 -509.4121609556678 -509.4121609556678 8d5/8" 8d5/8" -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 CONCRETO 2da FASE NPT. +200 CORTAR EN ZONA DE CAJUELA -509.4121609556678 GROUT (t=25) 3d3/8" 3d3/8" -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 ESCALA : 1/10 DETALLE ANCLAJE D=40 BARRA 3/4"d ROSCA 3/4" 10UNC Grout t=25 -509.4121609556678 ZAPATA Z-4 ESCALA: 1/12.5 Junta 3 Junta 3 Junta 2 ó 3 -509.4121609556678 CAPA BASE (t=150) -509.4121609556678 Junta 3 -509.4121609556678 -509.4121609556678 Grout (t=25) 4 ANCLAJES d3/4" -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 CAPA BASE (t=150) -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 ESCALA: 1/25 ZAPATA Z-2/Z-2a Solado (t=75)-Z-2 ENCOFRADO 6d1/2"@200 ARMADURA -509.4121609556678 8d5/8" NPT. +200 -509.4121609556678 8d5/8" d3/8"@150 -509.4121609556678 -509.4121609556678 5 -509.4121609556678 5 -509.4121609556678 -509.4121609556678 Junta 3 -509.4121609556678 -509.4121609556678 -509.4121609556678 Sub-zapata (h=625)-Z-2a -509.4121609556678 -509.4121609556678 CAPA BASE (t=150) Junta 2 Junta 3 Junta 3 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 ZAPATA Z-3a ESCALA: 1/25 -509.4121609556678 Solado (t=75) ENCOFRADO -509.4121609556678 -509.4121609556678 CAPA BASE (t=150) NPT. +200 -509.4121609556678 -509.4121609556678 ARMADURA 6d1/2"@200 -509.4121609556678 -509.4121609556678 8d5/8" NPT. +200 -509.4121609556678 Grout (t=25) -509.4121609556678 Junta 3 d3/8"@150 -509.4121609556678 5 5 Junta 1 5 5 -509.4121609556678 -509.4121609556678 8d5/8" -509.4121609556678 Junta 3 NV. +150 N. ±0.00 CAJAMARCA ZAPATAS Z-1 A Z-4 MINERA YANACOCHA S.R.L. ALMACEN DE FLOTA CIMENTACION 097.00-EC-002 O. PLASIER F. CHUMBIAUCA L. PUERTAS MARZO 2001 INDICADAS A A EMITIDO PARA APROBACION F.CH. L.P.P. 02/04/01 -509.4121609556678 -509.4121609556678 -509.4121609556678 ESCALA: 1/12.5 ZAPATA Z-4a/Z-4b -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 (t=150) CAPA BASE -509.4121609556678 3d3/8" 3d3/8" GROUT (t=25) CONCRETO 2da FASE NPT. +200 CAPA BASE (t=150) CORTAR EN ZONA DE CAJUELA NV. +150 -509.4121609556678 -509.4121609556678 -509.4121609556678 2 ANCLAJES d3/4" NPT. +200 N. ±0.00 NPT. +200 NPT. +200 NPT. +200 1- NOTAS.- VER PLANO COMPLEMENTARIO EC-001. VER ESPECIFICACIONES TECNICAS EN PLANO EC-001. 2- 5 5 5 5 \A1;4100 \A1;4100 \A1;300 \A1;8200 \A1;300 \A1;300 \A1;4100 \A1;3000 \A1;3000 \A1;3000 \A1;4100 \A1;3000 \A1;300 \A1;20200 Fecha REV. Aprobó Revisó DIS.: REV.: FEC.: ESC.: NUMERO DE LAMINA DIB.: Descripción UBICACION: Rev. PROPIETARIO: PLANO: PROYECTO: S i g r a l S. A. S i s t e m a s I n t e g r a l e s \A1;600x600 \A1;50 \A1;100 \A1;50 \A1;600 \A1;150 \A1;110 \A1;190 \A1;600x600 \A1;50 \A1;100 \A1;600 \A1;300 \A1;50 \A1;100 \A1;50 \A1;250 \A1;150 \A1;110 \A1;190 \A1;50 \A1;350 \A1;350 \A1;300 \A1;100 \A1;50 \A1;50 \A1;50 CIMENTACION - PLANTA ESCALA: 1/50 1 NPT. +150 2 3 4 5 6 7 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-1 Z-1 Z-1 Z-1 Z-2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 TINTAYA ESTRUCTURA - CIMENTACIONES BHP TINTAYA S.A. CONJUNTO RESIDENCIAL 12 VIVIENDAS VIVIENDA TIPICA 115.01-EC-001 O. PLASIER F. CHUMBIAUCA L. PUERTAS ABRIL 2001 INDICADAS A A EMITIDO PARA APROBACION F.CH. L.P.P. 25/04/01 FOOTING Z-1 SCALE: 1/12.5 - THE BASE COURSE, SHALL BE COMPACTED TO 95% OF MAXIMUM DRY DENSITY AS PER PROCTOR MODIFIED TEST (AASTHO T-180). - THE MATERIAL FOR BASE COURSE SHALL SATISFY THE REQUIREMENTS OF AASHTO CLASIFICATION SYSTEM: TYPE A1-a OR A1-b MATERIAL. BASE COURSE.- - DIMENSIONS AND LEVELS IN MILIMETERS - DEFORMED STEEL BARS UNDER ASTM A-615 TECHNICAL SPECIFICATIONS.- CONCRETE.- - SOIL BEARING CAPACITY (ASSUMED) FOUNDATION PARAMETERS.- REINFORCING STEEL.- - FOUNDATION DEPTH - PLAIN CONCRETE FOR FOOTINGS - GROUND SLAB NOTE.- minimum = = Df qa 0.60 m. 1.00 kg/cm2 = = = f'c fy f'c 210 kg/cm2 4,200 kg/cm2 210 kg/cm2 HKB 5/8"x6" 4 HILTI BOLTS GL. ±0.00 C L COL. PLAIN CONCRETE FFL. +150 5 5 5 5 5 5 5 5 FLOOR SLAB 5 FOOTING Z-2 SCALE: 1/12.5 HKB 5/8"x6" 4 HILTI BOLTS COL. C L FLOOR SLAB PLAIN CONCRETE 5 5 FFL. +150 BCL. -600 5 POLYETHILENE 5 5 FFL. +150 5 5 5 5 GL. ±0.00 COL. C L PLAIN CONCRETE 5 5 FLOOR SLAB A - B - - A - A - A - A 5 SECTION A SCALE: 1/12.5 - 5 5 SCALE: 1/12.5 SECTION - B PLAIN CONCRETE C 5 GL. ±0.00 5 5 FFL. +150 L COL. FLOOR SLAB 5 SHEET 6 MILS SHEET 6 MILS POLYETHILENE SHEET 6 MILS POLYETHILENE POLYETHILENE SHEET 6 MILS Z-1 BCL. -600 BASE COURSE (t=100) (t=100) BASE COURSE BASE COURSE (t=100) (t=100) BASE COURSE 5 Fecha REV. Aprobó Revisó DIS.: REV.: FEC.: ESC.: NUMERO DE LAMINA DIB.: Descripción UBICACION: Rev. PROPIETARIO: PLANO: PROYECTO: S i g r a l S. A. S i s t e m a s I n t e g r a l e s \A1;16 \A1;20 \A1;4800 \A1;250 \A1;1725 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;7000 \A1;17500 \A1;17500 \A1;35000 \A1;48525 \A1;275 \A1;350 \A1;350 \A1;14000 \A1;4000 \A1;3100 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3600 \A1;3100 \A1;100 \A1;200 \A1;300 \A1;1100 \A1;6\U+22053/8"@200 C/CARA \A1;150 \A1;150 TIP. \A1;400 \A1;150 \A1;150 \A1;250 \A1;150 \A1;200 \A1;250 \A1;150 \A1;150 \A1;20 \A1;16 \A1;150 \A1;150 \A1;60 \A1;90 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;150 \A1;925 \A1;100 \A1;200 \A1;300 \A1;1050 \A1;5\U+22053/8"@250 C/CARA \A1;800 \A1;200 \A1;100 \A1;3\U+22053/8"@250 \A1;200 \A1;150 TIP. \A1;5950 \A1;5950 \A1;5950 \A1;5950 \A1;5950 \A1;5950 \A1;840 \A1;300 \A1;200 \A1;200 \A1;600 \A1;100 \A1;2\U+22053/8"@250 \A1;200 \A1;150 TIP. \A1;6000 \A1;4000 \A1;4000 \A1;300 \A1;400 \A1;2\U+22053/8" \A1;2\U+22053/8" \A1;100 \A1;200 \A1;420 \A1;200 \A1;6350 A EJE C \A1;10350 A EJE C \A1;420 \A1;1050 \A1;300 \A1;200 \A1;200 \A1;100 \A1;5\U+22053/8"@250 \A1;300 \A1;300 \A1;210 \A1;150 TIP. \A1;150 TIP. \A1;625 \A1;4\U+22053/8"@250 C/CARA \A1;150 \A1;150 \A1;150 \A1;250 \A1;150 \A1;125 \A1;125 \A1;60 \A1;50 \A1;150 \A1;125 \A1;250 \A1;50 \A1;140 \A1;150 \A1;150 \A1;150 \A1;150 \A1;125 \A1;250 \A1;50 \A1;150 \A1;150 \A1;250 \A1;125 \A1;150 \A1;125 \A1;50 \A1;140 \A1;150 \A1;125 \A1;150 \A1;\O2000 \A1;300 \A1;150 \A1;250 \A1;125 \A1;150 \A1;150 \A1;125 \A1;125 \A1;16 \A1;20 \A1;125 \A1;125 \A1;20 \A1;16 \A1;2540 \A1;522 \A1;4938 \A1;3379 \A1;6000 \A1;2350 \A1;150 TIP. \A1;600 A EMITIDO PARA APROBACION F.CH. L.P.P. 02/04/01 - PROFUNDIDAD DE CIMENTACION ACERO DE REFUERZO.- CAPACIDAD DEL SUELO.- RECUBRIMIENTO.- - PRESION ADMISIBLE CONCRETO.- ESPECIFICACIONES TECNICAS.- - BARRAS LISAS Y CORRUGADAS, ASTM A615 - CONCRETO VACIADO CONTRA EL TERRENO - CONCRETO EN CONTACTO CON EL TERRENO - SOLADOS cm kg/cm2 kg/cm2 kg/cm2 INDICADA cm Df qa = 1.00 4,200 fy = = = f'c = 7.00 4.00 80 CAJAMARCA PLANTA Y DETALLES MINERA YANACOCHA S.R.L. ALMACEN DE FLOTA CIMENTACION 097.00-EC-001 O. PLASIER F. CHUMBIAUCA L. PUERTAS MARZO 2001 INDICADAS A = JUNTA TIPO "3" ESCALA: 1/12.5 CAPA BASE -1452.182902218337 -1452.182902218337 SELLO ELASTICO TECKNOPOR 5/8" - CONCRETO ARMADO Y CONCRETO SIMPLE 210 f'c = kg/cm2 NPT. +200 A B C 1 2 4 5 6 7 8 3 9 NPT. +1050 NT. ±0.00 Z-2 Z-3a Z-3 Z-3 Z-3 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2a Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 CIMENTACION - PLANTA ESCALA: 1/125 -739.1113406583609 -739.1113406583609 K SECCION - ESCALA : 1/25 N. -1350 NPT. +200 -739.1113406583609 d3/8"@200 -739.1113406583609 -739.1113406583609 -739.1113406583609 -739.1113406583609 -739.1113406583609 4d1/2"(Doblan N. -1050 d3/8"@250 Junta 3 -739.1113406583609 Z-4b Z-4b Junta 2 Junta 2 Junta 3 Junta 2 Junta 2 Junta 2 Junta 1 Junta 1 Junta 3 Junta 1 Junta 1 Junta 1 Junta 1 Junta 3 Junta 1 Junta 1 C/Sentido d3/8"@300 N. +200 0.0 0.0 0.0 2d3/8" SECCION ESCALA : 1/20 d3/8"@300 d3/8"@300 NPT. +200 0.0 1048.509958077309 1048.509958077309 A 1d3/8" 1048.509958077309 ESCALA : 1/20 SECCION B PINTURA ASFALTICA ESCALA : 1/12.5 JUNTA TIPO "2" -1452.182902218337 -1452.182902218337 CORTAR 50% DEL FIERRO QUE CRUZA LA JUNTA ESCALA : 1/12.5 REFUERZO TIPICO LOSA DE PISO -1452.182902218337 -1452.182902218337 -1452.182902218337 CAPA DE BASE d3/8"@300 Junta Serrada y Sello Elastico -1452.182902218337 -1452.182902218337 30 3mm. JUNTA TIPO "1" ESCALA : 1/12.5 C/SENTIDO N. +200 COMPACTADA C/SENTIDO -1452.182902218337 CAPA DE BASE CAPA DE BASE -1452.182902218337 -1452.182902218337 N. +200 SELLO ELASTICO -1452.182902218337 -1452.182902218337 -1452.182902218337 -1452.182902218337 NPT. +200 - - C/SENTIDO d3/8"@300 NT ±0.00 NT ±0.00 A - A - H - H - - G - G - H - C A - - A B - A - NV. +150 CORTAR 50% DEL FIERRO QUE CRUZA LA JUNTA 200 en ext.) 13292.50583370187 d3/8"@250 d3/8"@250 -739.1113406583609 NT. ±0.00 -739.1113406583609 -739.1113406583609 -739.1113406583609 ESCALA : 1/25 SECCION L - -739.1113406583609 -739.1113406583609 VAR. -840 -739.1113406583609 C/CARA C/CARA Solado (t=75) Solado (t=75) -739.1113406583609 -739.1113406583609 -739.1113406583609 SUP. E INF. -739.1113406583609 - K - L 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 13292.50583370187 -17558.98841398666 -17558.98841398666 Solado (t=75) -17558.98841398666 SECCION ESCALA : 1/25 SUP. E INF. -17558.98841398666 -17558.98841398666 - M -17558.98841398666 -17558.98841398666 d3/8"@250 -17558.98841398666 d3/8"@250 C/CARA NT. ±0.00 -17558.98841398666 A -1050 VAR. -420 A -840 13292.50583370187 13292.50583370187 13292.50583370187 0.0 Solado (t=75) 0.0 ESCALA : 1/25 SECCION 0.0 - N d3/8"@250 NT. ±0.00 C/CARA 0.0 0.0 0.0 VAR. ±0.00 0.0 A -420 0.0 - M - N N. -1050 Solado (t=75) 0.0 N. -840 Solado (t=75) 10350 A EJE C 420 N. -420 N. -840 3d3/8" 2d3/8" 2d3/8" 2d3/8"(Adic.) ESCALA : 1/25 DETALLE - O DETALLE ESCALA : 1/25 - P Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4a Z-4 Z-4b Z-4b SECCION ESCALA : 1/25 0.0 d3/8"@250 C/CARA 0.0 0.0 0.0 Q - Solado (t=75) N. -1050 0.0 0.0 0.0 C/CARA Tecknopor (t=25) 0.0 N. ±0.00 F - F - 0.0 0.0 0.0 Q - 0.0 2d3/8" Sub-zapata O - P - -17558.98841398666 E - D - D - - G ESCALA : 1/20 - C/SENTIDO SECCION 0.0 D d3/8"@300 NPT. +200 0.0 - G CAPA BASE (t=150) (t=150) CAPA BASE CAPA BASE (t=150) (t=150) CAPA BASE (Doblan 150 en ext.) (Doblan 150 en ext.) d3/8"@300 C/SENTIDO ESCALA : 1/20 SECCION (t=150) CAPA BASE 0.0 R - NT ±0.00 1d1/2" 0.0 0.0 S=10% - R (t=150) CAPA BASE - VER ZAPATAS Z-1 A Z-4 EN PLANO EC-002. NOTAS.- -13213.44091187365 -13263.44091187365 COMPACTADA CAPA DE BASE REFUERZO TIPICO LOSA DE VEREDA ESCALA : 1/12.5 -13213.44091187365 C/SENTIDO d1/4"@200 N. +200 H - - H H - 1d3/8" SECCION d3/8"@300 NPT. +200 ESCALA : 1/20 -824.2233922931191 CAPA BASE (t=150) C/SENTIDO d3/8"@300 -824.2233922931191 -824.2233922931191 C - -824.2233922931191 NV +150 - C 1d3/8" SECCION d3/8"@300 NPT. +200 ESCALA : 1/20 -975.7016978743486 CAPA BASE (t=150) C/SENTIDO d3/8"@300 -975.7016978743486 E - -975.7016978743486 NPT. +200 -975.7016978743486 -975.7016978743486 -8836.95078044373 -8836.95078044373 CAPA BASE ESCALA : 1/20 SECCION - F 1d3/8" (t=150) NV +150 -8836.95078044373 d3/8"@300 C/SENTIDO d3/8"@300 NPT. +200 0.0 0.0 -8836.95078044373 NT ±0.00 NT ±0.00 - I I - - J -23059.09130234315 ESCALA : 1/20 SECCION H - -23059.09130234315 1d3/8" -23059.09130234315 d1/4"@200 C/SENTIDO NT ±0.00 NV. +150 CAPA BASE (t=125) -16521.13277631704 -16521.13277631704 CAPA BASE (t=150) ESCALA : 1/20 SECCION G - NV +150 140 C/SENTIDO d3/8"@300 NPT. +200 C/SENTIDO d1/4"@200 -6597.108877321996 -6597.108877321996 ESCALA : 1/20 SECCION J - (t=150) CAPA BASE 1d3/8" -25081.41949090689 d3/8"@300 C/SENTIDO NT ±0.00 NT ±0.00 NPT. +200 0.0 C/SENTIDO d3/8"@300 -25706.41949090698 -15332.28184979342 ESCALA : 1/20 SECCION C/SENTIDO d1/4"@200 (t=125) -15332.28184979342 CAPA BASE -15332.28184979342 - I 1d3/8" NV. +150 VAR. DE +200 A ±0.00 C/SENTIDO d3/8"@300 -9649.085222301292 -9649.085222301292 - D (t=125) CAPA BASE CERAMICO PISO Junta 3 Junta 3 (t=125) CAPA BASE CERAMICO PISO -30661.0955449317 CAPA DE BASE -30661.0955449317 JUNTA TIPO "4" ESCALA : 1/12.5 CORTAR 50% DEL FIERRO QUE CRUZA LA JUNTA -20962.24106579272 SELLO ELASTICO NV. +150 -20962.24106579272 PINTURA ASFALTICA -30317.26679182076 -30317.26679182076 CAPA DE BASE JUNTA TIPO "5" ESCALA : 1/12.5 NV. +150 -20962.24106579272 -20962.24106579272 d1/4"@200 C/Sentido TECKNOPOR 5/8" SELLO ELASTICO Junta 5 Junta 4 Junta 4 Junta 4 Junta 4 Junta 4 Junta 4 Junta 4 NV. +150 Junta 4 Junta 4 Junta 4 Junta 4 5 5 5 5 5 5 Junta 3 3d3/8" 150 TIP. Pasan 2d3/8" Pasan 2d3/8" 600 2d3/8" 2d3/8" Pasan 1d3/8" Fecha REV. Aprobó Revisó DIS.: REV.: FEC.: ESC.: NUMERO DE LAMINA DIB.: Descripción UBICACION: Rev. PROPIETARIO: PLANO: PROYECTO: S i g r a l S. A. S i s t e m a s I n t e g r a l e s \A1;375 \A1;1800 \A1;1800x1200 \A1;150 \A1;675 \A1;1200 \A1;550 \A1;375 \A1;225 \A1;450 \A1;450 \A1;575 \A1;300 \A1;200 \A1;200 \A1;200 \A1;9\U+22051/2"@200 \A1;100 \A1;100 \A1;75 \A1;6 \U+22053/8"@150 \A1;75 \A1;1200x1200 \A1;300 \A1;500 \A1;500 \A1;350 \A1;1200 \A1;350 \A1;350 \A1;500 \A1;350 \A1;500 \A1;1200 \A1;200 \A1;100 \A1;6\U+22051/2"@200 \A1;100 \A1;75 \A1;6 \U+22053/8"@150 \A1;75 \A1;270 \A1;150 \A1;500 \A1;150 \A1;150 \A1;125 \A1;300 TIP. \A1;150 \A1;150 \A1;100 \A1;100 \A1;500 \A1;150 \A1;900 \A1;1800x1200 \A1;300 \A1;150 \A1;575 \A1;225 \A1;550 \A1;1200 \A1;675 \A1;325 \A1;225 \A1;375 \A1;500 \A1;1800 \A1;200 \A1;200 \A1;200 \A1;100 \A1;9\U+22051/2"@200 \A1;100 \A1;75 \A1;6 \U+22053/8"@150 \A1;75 \A1;900 \A1;900 \A1;150 \A1;300 \A1;1200x1200 \A1;200 \A1;6\U+22051/2"@200 \A1;100 \A1;100 \A1;75 \A1;6 \U+22053/8"@150 \A1;75 \A1;1200 \A1;250 \A1;350 \A1;350 \A1;1200 \A1;500 \A1;350 \A1;325 \A1;525 \A1;500 \A1;900 \A1;150 \A1;150 \A1;500 \A1;150 \A1;150 \A1;125 \A1;300 TIP. \A1;150 \A1;150 \A1;270 \A1;270 \A1;270 \A1;350 \A1;275 \A1;350 \A1;275 ESCALA: 1/25 ARMADURA Solado (t=75) ZAPATA Z-1 -509.4121609556678 ENCOFRADO -509.4121609556678 NV. +150 4 ANCLAJES d3/4" Grout (t=25) -509.4121609556678 -509.4121609556678 5 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 8d5/8" d3/8"@150 -509.4121609556678 -509.4121609556678 -509.4121609556678 NPT. +200 6d1/2"@200 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 Grout (t=25) ESCALA: 1/25 ZAPATA Z-3 -509.4121609556678 -509.4121609556678 ENCOFRADO Solado (t=75) 4 ANCLAJES d3/4" -509.4121609556678 -509.4121609556678 ARMADURA 6d1/2"@200 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 NPT. +200 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 8d5/8" d3/8"@150 -509.4121609556678 -509.4121609556678 8d5/8" 8d5/8" -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 CONCRETO 2da FASE NPT. +200 CORTAR EN ZONA DE CAJUELA -509.4121609556678 GROUT (t=25) 3d3/8" 3d3/8" -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 ESCALA : 1/10 DETALLE ANCLAJE D=40 BARRA 3/4"d ROSCA 3/4" 10UNC Grout t=25 -509.4121609556678 ZAPATA Z-4 ESCALA: 1/12.5 Junta 3 Junta 3 Junta 2 ó 3 -509.4121609556678 CAPA BASE (t=150) -509.4121609556678 Junta 3 -509.4121609556678 -509.4121609556678 Grout (t=25) 4 ANCLAJES d3/4" -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 CAPA BASE (t=150) -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 ESCALA: 1/25 ZAPATA Z-2/Z-2a Solado (t=75)-Z-2 ENCOFRADO 6d1/2"@200 ARMADURA -509.4121609556678 8d5/8" NPT. +200 -509.4121609556678 8d5/8" d3/8"@150 -509.4121609556678 -509.4121609556678 5 -509.4121609556678 5 -509.4121609556678 -509.4121609556678 Junta 3 -509.4121609556678 -509.4121609556678 -509.4121609556678 Sub-zapata (h=625)-Z-2a -509.4121609556678 -509.4121609556678 CAPA BASE (t=150) Junta 2 Junta 3 Junta 3 -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 ZAPATA Z-3a ESCALA: 1/25 -509.4121609556678 Solado (t=75) ENCOFRADO -509.4121609556678 -509.4121609556678 CAPA BASE (t=150) NPT. +200 -509.4121609556678 -509.4121609556678 ARMADURA 6d1/2"@200 -509.4121609556678 -509.4121609556678 8d5/8" NPT. +200 -509.4121609556678 Grout (t=25) -509.4121609556678 Junta 3 d3/8"@150 -509.4121609556678 5 5 Junta 1 5 5 -509.4121609556678 -509.4121609556678 8d5/8" -509.4121609556678 Junta 3 NV. +150 N. ±0.00 CAJAMARCA ZAPATAS Z-1 A Z-4 MINERA YANACOCHA S.R.L. ALMACEN DE FLOTA CIMENTACION 097.00-EC-002 O. PLASIER F. CHUMBIAUCA L. PUERTAS MARZO 2001 INDICADAS A A EMITIDO PARA APROBACION F.CH. L.P.P. 02/04/01 -509.4121609556678 -509.4121609556678 -509.4121609556678 ESCALA: 1/12.5 ZAPATA Z-4a/Z-4b -509.4121609556678 -509.4121609556678 -509.4121609556678 -509.4121609556678 (t=150) CAPA BASE -509.4121609556678 3d3/8" 3d3/8" GROUT (t=25) CONCRETO 2da FASE NPT. +200 CAPA BASE (t=150) CORTAR EN ZONA DE CAJUELA NV. +150 -509.4121609556678 -509.4121609556678 -509.4121609556678 2 ANCLAJES d3/4" NPT. +200 N. ±0.00 NPT. +200 NPT. +200 NPT. +200 1- NOTAS.- VER PLANO COMPLEMENTARIO EC-001. VER ESPECIFICACIONES TECNICAS EN PLANO EC-001. 2- 5 5 5 5 Nº DE PLANO PLANO DE REFERENCIA REVISION MINERA YANACOCHA S.R.L. CAJAMARCA - PERU AREA : PROYECTO: Nº DE PLANO ESCALA: REVISION: DIS/TOPO DIBUJADO REVISADO APROBADO ARCHIVO: DIR: URVEY PREPARADO POR: FECHA POR Nº REVISIONES DESCRIPCION Servicios de Ingenieria S N ESCALA GRAFICA 0 1000 500 1:1000 ESCALA TALLER DE MANTENIMIENTO YANACOCHA NORTE ACTUAL fin-var-lev-0105 @rh\dwg F. QUIROZ A. ROJAS R. HILBCK M. REAÑO ENE/05/2001 ENE/05/2001 ENE/05/2001 ENE/05/2001 PROYECTOS MISCELANEOS 0025 1/2000 A 001-065-541-001 PLANO DE UBICACION ESCALA 1:10000 ESCALA 1:1000 PLANO INICIAL 14500E 14600E 14700E 14800E 14900E 15000E 28900N 29000N 29100N 29200N 29300N 29400N 29500N 100 50 1:1000 TALLER DE LLANTAS CONTEINERS TALLER DE SOLDADURA TALLER TOYOTA T-1 TALLER EXISTENTE CANAL HAUL - ROAD CASA DE FUERZA ZONA DE LAVADO LEYENDA Este : UTM - 760 000m Malla cada : 25.0 m COORDENADAS EN SISTEMA UTM Norte : UTM - 9 200 000m Curva de nivel secundaria TOPOGRAFIA (existente) equidistancia e=5.0m Curva de nivel principal equidistancia e=1.0m 4040 4050 4040 15340E 15345E 15350E 15355E 15360E 15365E 29340N 29345N 29350N 29355N 4040 4050 4040 equidistancia e=1.0m Curva de nivel principal equidistancia e=5.0m Curva de nivel secundaria TOPOGRAFIA (final) Construcción Existente CONSTRUCCION Construcción Proyectada 3965 3970 3975 3980 3985 3990 3995 4000 4005 4010 3965 STAGE 3 STAGE 3 STAGE 7 STAGE 9 STAGE 4 STAGE 5 STAGE 6 STAGE 8 STAGE 10 3985 3980 3975 3970 3965 3960 STAGE 4A 13500E 14000E 14500E 15000E 15500E 16000E 28000N 28500N 29000N 29500N 30000N 30500N Haul pack TRANSITO Canal Poryectado TALLER DE MANTENIMIENTO YANACOCHA NORTE FINAL fin-var-lev-0110 @rh\dwg F. QUIROZ A. ROJAS R. HILBCK M. REAÑO ENE/10/2001 ENE/10/2001 ENE/10/2001 ENE/10/2001 PROYECTOS MISCELANEOS 0025 1/2000 A 001-065-541-001 PLANO DE UBICACION ESCALA 1:10000 ESCALA 1:1000 PLANO FINAL PLATAFORMA COTA: 3780 HAUL ROAD RAMPA 1

Language	Other
Drawing Type	Full Project
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	armazenamento, autocad, barn, celeiro, comercial, commercial, DWG, full, grange, plants, Project, scheune, sections, storage, storehouse, views, warehouse