Map Of Foundation Of A School DWG Detail for AutoCAD

Map Of Foundation Of A School DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

horseshoe road to santiago de chuco, san martin street, light post, training yard, sidewalk, polished cement floor, ceiling projection, stair detail, column, steel reinforcement detail, stirrup detail, length of development for, minimum radius of bending for bars, standard hook, minimum extension., d of column, coating, specified, or plate, plate or beam, in columns and beams, development, length of, vertical reinforcement splice, in columns and plates, note.- to alternate the joints in, different floors and splicing, columns, efforts, sub-footings and sub-foundations:, coursed foundations:, continuous overlays:, footings and foundation beams :, columns, beams and lightweight slab :, ms type cement, dead loads, coatings, lightweight slab, flat beams, beams and columns banked, foundation and footings:, regulations, national building regulations, Peruvian standards of seismic design, masonry, unit masonry indicated :, all the masonry units of the walls will be manufactured with the dimensions, minimum indicated in this plan, may be concrete, clay or silicate calcareo ,, shall be classified as a minimum with type v of the corresponding norm itintec., general specifications, foundation, subduction, wall thickness, overlay, foundation, beam, sub-footing, foundation detail, overflow, column ø, horizontal reinforcement detail, sheet nro :, drawing :, project :, designer: , plane :, date :, scale :, indicated, owner :, location :, ing. cesar villalobos chup, especialdiad:, structures, detail of foundation beam, cut aa, npt, of columns and footings, typical anchor detail, column d, foundation ss.hh., shm, shh, distribution of stirrups, see table of columns, staircase foundation, foundations classrooms, column table, wall, beam, footboard see table of columns, detail of anchoring, sub-foundation, foundation, column foundation, construction classrooms and hygienic services in the ie, prov .: stgo de chuco dept .: la libertad, quillupampa – angasmarca, casvc, february, district municipality of angasmarca

Raw text data extracted from CAD file:

6,3 -256.3868182122906 6,3 -256.3868182122906 6,3 -256.3868182122906 \Q-2;\W1.2;\T0.75;2866.70 camino de herradura a Santiago de Chuco CALLE SAN MARTIN Poste de Luz PATIO DE FORMACION Aula 1 Aula 1 .80 x 2.10 vereda piso de cemento pulido piso de cemento pulido proyección de Techo \A1;.09 \A1;.13 \A1;.24 -92.11321899442564 -92.11321899442564 -92.11321899442564 \A1;0.15 \A1;0.2 \A1;1 \A1;0.9 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.3 \A1;1 \A1;0.3 \A1;0.3 \A1;0.7 \A1;0.3 \A1;0.3 \A1;0.15 \A1;0.15 \A1;0.56 \A1;0.71 \A1;.24 \A1;.40(tipico) \A1;.14 ó .24 \A1;.25 \A1;Muro .24 ó 14 \A1;.25 \A1;Muro .24 ó 13 \A1;.40 \A1;.40 \A1;.10 \A1;.05 \A1;.25 \A1;.10 \A1;.70 \A1;.50 \A1;.70 \A1;.10 \A1;.05 \A1;.10 \A1;.25 \A1;.50 \A1;.10 \A1;.05 \A1;.15 \A1;.10 \A1;.70 \A1;.30 \A1;.40 \A1;.10 \A1;.05 \A1;.15 \A1;.10 \A1;0.3 \A1;0.3 \A1;.10 \A1;0.45 \A1;0.25 \A1;0.5 \A1;.40 \A1;.70 \A1;1.30 \A1;1.60 \A1;1.60 \A1;0.5 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.75 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.75 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;1.1 \A1;0.3 \A1;1.9 \A1;2.45 \A1;2.45 \A1;3.45 \A1;1.225 \A1;1.225 \A1;1.225 \A1;1.225 \A1;2.30 \A1;1.15 \A1;1.15 \A1;0.15 \A1;0.25 \A1;0.27 \A1;4.25 \A1;4.25 \A1;4.25 \A1;4.25 \A1;4.25 \A1;4.25 \A1;0.225 \A1;2.95 \A1;6.05 \A1;3.025 \A1;3.03 \A1;4.25 \A1;4.25 \A1;1.475 \A1;3.85 \A1;3.025 \A1;3.025 \A1;0.56 \A1;1.25 \A1;1.25 \A1;1.30 \A1;2.15 \A1;0.15 \A1;0.15 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;2.90 \A1;1.40 \A1;1.60 \A1;1.40 \A1;1.60 \A1;1.10 \A1;1.10 \A1;.09 \A1;.14 \A1;.24 \A1;.45 \A1;.24 \A1;.50 \A1;.70 \A1;.25 \A1;.10 \A1;.05 \A1;.10 \A1;1.60 \A1;1.00 \A1;.45 \A1;.70 \A1;.10 \A1;.10 \A1;.25 \A1;.50 \A1;1.60 \A1;.80 \A1;.05 \A1;.24 \A1;0.5 \A1;0.25 \A1;0.25 \A1;0.05 \A1;0.5 \A1;0.6 \A1;1.1 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.50 \A1;.70 \A1;.40 \A1;.30 \A1;.30 \A1;1.40 \A1;1.20 \A1;1.10 \A1;1.10 \A1;1.40 \A1;1.20 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1; 5 5 4d 3/8" VS d1/4", 1@.05, 4@.10, Resto @.20 c/e 5 5 5 5 5 5 5 d 1/2" @.15 d 3/8" @.20 d 1/2" @.15 d 3/8" @.20 d 1/2" @.15 1 2 3 4 5 6 7 8 9 10 10 11 12 13 14 15 16 17 18 5 5 5 5 5 5 5 d 1/2" @.15 d 3/8" @.25 d 3/8" @.25 d 1/2" @.15 VA-3 =(.25x.40) NPT +3.05 NPT = 0.00 ESCALA 1:25 DETALLE ESCALERA NPT =-0.15 5 5 5 <>(tipico) 2 alambres N° 8 @ 3 hiladas 2 alambres N° 8 @ 3 hiladas Columna .14 ó .24 5 Muro <> ó 14 EN MUROS :(ESQUINA) DETALLE DE ACERO DE REFUERZO Columna 5 Muro <> ó 13 ESCALA 1:25 EN MUROS :(CENTRO) DETALLE DE ACERO DE REFUERZO 2 alambres N° 8 @ 3 hiladas 5 5 r (cm) DETALLE DE DOBLADO DE ESTRIBOS LONGITUD DE DESARROLLO PARA RADIO MÍNIMO DE DOBLADO PARA BARRAS GANCHO ESTANDAR, EXTENSIÓN MÍNIMA. d DE COLUMNA, a r r 45° 45° RECUBRIMIENTO ESPECIFICADO o PLACA PLACA ó VIGA d DE COLUMNA, r r a r(cm.) 1/2" 3/8" d 1/4" 2.5 13.0 2.0 10.0 1.3 6.5 a(cm.) EN COLUMNAS Y VIGAS 12db 0.25 0.42 0.12 0.15 0.20 12db (m) 0.21 0.28 0.35 long.(m) 3/4" 3/8" 1/2" 5/8" Ø r r DESARROLLO LONGITUD DE EMPALME DE REFUERZO VERTICAL EN COLUMNAS Y PLACAS H Le 2H/3 H/6 .40 .45 .65 1.20 .55 3/8" 1/2" 3/4" 1" 5/8" NOTA.- ALTERNAR LOS EMPALMES EN DIFERENTES PISOS Y EMPALMAR COMO MAXIMO 50% DEL REFUERZO Le(m) d REMATE DE COLUMNAS RECUBRIMIENTO ESPECIFICADO Le H/6 6.0 3.0 4.0 5.0 @.15 .30 .30 ESFUERZOS Sub zapatas y sub cimientos: concreto ciclopeo: C:H 1:12+30% PG Cimientos corridos: concreto ciclopeo: C:H 1:10+30% PG Sobrecimientos corridos: concreto ciclopeo: C:H 1: 8 +25% PM Zapatas y Vigas de Cimentacion: concreto f'c=175 kg/cm² Columnas, Vigas y Losa Aligerada: concreto f'c=210 kg/cm² Acero fy= 4200 kg/cm² Cemento Tipo MS CARGAS MUERTAS Aligerado h=0.20m s/c=300 kg/m² Enlucido cielo raso y piso terminado 100kg/m2 RECUBRIMIENTOS Losa aligerada, vigas chatas : Vigas y columnas peraltadas: 2.00 cm 3.00 cm Cimentacion y Zapatas: 7.50 cm REGLAMENTOS Reglamento Nacional de Edificacciones Normas Peruanas de Diseño Sismorresistente Normas Tecnicas E-030, E-050, E-060, E-070 ALBAÑILERIA UNIDAD DE ALBAÑILERIA INDICADAS: Todas las unidades de albañileria de los muros se fabricaran con las dimenciones minimas indicadas en este plano, podran ser de concreto, arcilla o silico calcareo, deberan clasificar como minimo con el Tipo V de la norma itintec correspondiente. Si tiene alveolos estos no excederan en 30% del volumen MORTERO: 1:4 (CEMENTO - ARENA GRUESA) ALBAÑILERIA: f'm= 45 kg/cm2 ESPECIFICACIONES GENERALES 5 5 5 F'C=140 KG/CM2 NPT = 3100 = 0.00 5 C:H 1:10 + 30%PG Cimiento C:H 1:12 + 30%PG Subcimiento NC = - 1.10 (.14x.25) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. CC-1 S/C armado 5 5 0.14 espesor de muro 5 NPT=3100=0.00 5 5 5 0.14 5 5 5 5 5 5 .45 CC-6 5 5 5 5 5 5 5 0.40 CC-3 C:H 1:8 + 25% PM Sobrecimiento 0.09 0.14 espesor de muro 0.40 CC-7 NPT = 3100= 0.00 5 5 CIMENTACION VIGA DE VC-1 concreto f'c= 175 kg/cm² NSZ = - 1.90 C:H 1:12 + 30%PG Sub-zapata DETALLE DE CIMIENTO CORRIDO ESCALA 1:25 .10 SOBRECIMIENTO 2#8@3 hiladas Ø de columna 0.45 2#8@3 hiladas DETALLE DE REFUERZO HORIZONTAL C LAMINA Nro: LAMINA Nro: DIBUJO: PROYECTO: PROYECTISTA: PLANO: FECHA: ESCALA: indicada PROPIETARIO: UBICACION: ING. CESAR VILLALOBOS CHUP Reg. Cip. Nº 158270 CIMENTACION ESPECIALDIAD: ESTRUCTURAS ESCALA 1:25 VC-1 (0.25x0.50) DETALLE DE VIGA DE CIMENTACION 5 5 3d5/8" 3d5/8" 2d1/2" d3/8", 2@.05, 2@.10, 3@.15, Resto @.20 c/e CORTE A-A NPT = 0.00 5 Solado (e=2") NPT 5 5 5 NFC = -1.60 5 Terreno: Rt 0.759 kg/cm2 (cimiento corrido), Df = 1.60 mt. mín. Rt 0.97 kg/cm2 (cimiento cuadrado), Df = 1.60 mín. 2 d3/8" 1@0.05, 7@0.10, 4d 5/8"+ 4 d 1/2" Rsto. @0.20 c/ext. 2d 5/8" 2d 5/8" 5 5 5 5 2d 1/2" 2d 1/2" 2d 5/8" 2d 1/2" 5 5 2d 1/2" 2d 1/2" 2d 1/2" 3d 5/82" 5 5 5 2d 5/8" 2d 5/8" 5 5 2d 1/2" 2d 1/2" 2d 1/2" 5 5 5 5 5 5 2d 5/8" 2d 5/8" 5 5 2d 1/2" 2d 1/2" ESCALA 1:25 DE COLUMNAS Y ZAPATAS DETALLE DE ANCLAJE TIPICO d de columna 5 5 5 ESCALA 1:50 CIMENTACION SS.HH. 5 4 CC-6 CC-7 S.H.M CC-6 CC-6 C8 C8 2 3 5 C A 5 5 CC-7 CC-7 C8 C8 C8 C8 CC-6 CC-6 CC-6 S.H.H 5 CC-7 CC-7 CC-7 5 5 5 1 CC-6 CC-6 CC-6 CC-6 5 5 C8 C8 5 5 2d 1/2" 2d 1/2" 1 @0.10 Distribución de estribos ver cuadro de columnas 5 1 CC-1 CC-1 CC-3 CC-1 CC-2 Cimentacion Escalera C4 C4 B Z-2 Z-2 Z-4 Z-4 Z-3 Z-3 Z-1 CC-5 CC-1 CC-5 CC-4 CC-5 CC-5 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 VC-1(.25x.50) VC-1(.25x.50) 5 6 5 4 3 C1 C6 C1 C2 C2 C1 C3 C2 C2 C4 C1 C6 C6 A A A A Z-1 Z-1 Z-1 C3 C5 7 CC-4 5 5 5 5 5 5 5 5 5 5 C A 5 5 5 5 5 5 5 C7 C7 ESCALA 1:50 CIMENTACION AULAS A 2 5 5 C5 B 5 5 A B C 1 @0.10 5 5 5 d1/2" @ 0.15 5 d1/2" @ 0.15 d1/2" @ 0.15 5 5 5 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 5 5 5 5 d1/2" @ 0.15 d1/2" @ 0.15 5 5 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 d1/2" @ 0.15 CC-6 .09 .14 .24 .45 NPT = 3100 = 0.00 NC = - 1.10 NFC = -1.60 5 espesor de muro (.24x.25) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. F'C=140 KG/CM2 S/C armado C:H 1:10 + 30%PG Cimiento C:H 1:12 + 30%PG Subcimiento 5 5 5 5 5 5 5 5 CC-4 5 NFC = -1.60 NC = - 1.10 C:H 1:10 + 30%PG Cimiento C:H 1:12 + 30%PG Subcimiento (.14x.25) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. F'C=140 KG/CM2 S/C armado espesor de muro CC-2 5 NPT=3100=0.00 5 5 5 5 5 5 NFC = -1.60 NC = - 1.10 C:H 1:10 + 30%PG Cimiento C:H 1:12 + 30%PG Subcimiento (.24x.25) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. F'C=140 KG/CM2 S/C armado CC-5 5 5 espesor de muro 5 0.14 espesor de muro F'C=140 KG/CM2 S/C armado NFC = -1.60 NC = - 1.10 C:H 1:12 + 30%PG Subcimiento C:H 1:10 + 30%PG Cimiento (.24x.25) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. NPT NPT C:H 1:12 + 30%PG Subcimiento NSZ = - 1.60 C1 C2 4 d3/8" 1@0.05, 7@0.10, 5d 5/8"+ 8 d 1/2" Rsto. @0.20 c/ext. CUADRO DE COLUMNAS ESCALA 1/25 C3 3 d3/8" 1@0.05, 7@0.10, 4d 5/8"+ 6 d 1/2" Rsto. @0.20 c/ext. C4 1er y 2do piso 1er y 2do piso 1er y 2do piso 1 d3/8" 1@0.05, 7@0.10, 4d 5/8" Rsto. @0.20 c/ext. 1er y 2do piso C5, C6 1 d1/4" 1@0.05, 3@0.10, 4d 1/2" Rsto. @0.20 c/ext. 1er y 2do piso 5 5 2d 1/2" 2d 1/2" 1 d1/4" 1@0.05, 3@0.10, 4d 1/2" Rsto. @0.20 c/ext. 1er piso C7 C8 1 d1/4" 1@0.05, 3@0.10, 4d 1/2" Rsto. @0.20 c/ext. 1er piso 5 5 5 5 SOBRECIMIENTO PARED VIGA 5 5 5 ESTRIBO VER CUADRO DE COLUMNAS NPT = 0.00 (piso existente) DETALLE DE ANCLAJE SUB-CIMIENTO 5 CIMIENTO 1 @0.10 5 5 5 PARED ESTRIBO VER CUADRO DE COLUMNAS VIGA 5 5 NPT = -1.60 NPT = -1.10 N. viga + PT = +3.00 DE COLUMNA CIMIENTO ESCALA 1:25 Nº 80620 - QUILLUPAMPA, DIST. ANGASMARCA - STGO. DE CHUCO CONSTRUCCION AULAS Y SERVICIOS HIGIENICOS EN LA I.E. Prov.: stgo de Chuco Dpto.: La Libertad Quillupampa - Angasmarca I.E. Nº 80620 - QUILLUPAMPA C.A.S.V.C Febrero 2014 MUNICIPALIDAD DISTRITAL DE ANGASMARCA CALLE VALLEJO Nº 300 5 5 5 5 5 5 5 5 5 5 PLOTEO 1:100

Language	Spanish
Drawing Type	Detail
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, cimentacion, College, construction, cuts, DETAIL, details, DWG, FOUNDATION, library, map, school, sizing, specification, university