Classrooms – Structures DWG Section for AutoCAD

Classrooms – Structures – Plants – Sections – Elevations – Details

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

white, section aa, section bb, see table, variable, detail of union beams – columns, section cc, section dd, lightened, sidewalk, classroom, blackboard, main courtyard, board tecknopor, ceiling projection, ceiling projection, sprue, floor polished cement, ss.hh-men, ss.hh-women, sidewalk, proscenium, booth, guardian, gate, see detail, entrance, beam projection, cut aa, overburden, cut bb, column table, type, steel, cc cut, note: foundation:, characteristics of the confined masonry:, thickness of mortar joints, volume, if it has these alveoli, minimum thickness, design and construction specifications:, terrain, earthquake resistant design standards, regulation national building, stairs, overloads:, flat beams, banked beams and columns, stairs and lightened, footings, coatings, reinforced concrete, technical specifications, column d, plate or beam, specified, lightened slab, each end, col typical central umna, shoe mesh, according to picture, shoe, detail of meeting between beam and column, beam, window, cut xx, columneta, faue, date :, scale :, plane :, foundation-school, university, cesarvallejo, project:, jhonatan, crossed, villanueva, vc, typical detail of anchoring of columneta with foundation, according to table of columns, detail of foundations, all reinforcement will be bent in cold, unless indicated by the resident engineer., school structures, solid slab. , detail of bending of stirrups, in columns and beams, detail in crossing of beams, typical section of, of temperature

Raw text data extracted from CAD file:

16300 BLANCO BLANCO 16470 A A B B 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) \A1;0.15 \A1;0.60 \A1;0.30 \A1;0.90 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.30 \A1;0,30 \A1;0,30 \A1;. \A1;0.10 \A1;0.15 \A1;0.60 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;.25 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.1 \A1;0.15 \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r \A1;B \A1;A \A1;0.20 \A1;0.80 \A1;0.25 \A1;2.20 \A1;2.27 \A1;.60 \A1;.30 \A1;.30 \A1;.60 \A1;.30 \A1;.60 \A1;.15 \A1;.60 \A1;.25 \A1;4.03 \A1;0.15 \A1;1.00 \A1;2.59 \A1;0.25 \A1;7.00 \A1;0.25 \A1;1.00 \A1;0.15 \A1;R2.19 \A1;.15 \A1;.85 \A1;.75 \A1;4.30 \A1;.75 \A1;1.50 \A1;2.28 \A1;1.99 \A1;1.80 \A1;.15 \A1;.80 \A1;1.00 \A1;.25 \A1;.68 \A1;0.15 \A1;0.70 \A1;variable: min:1.00 \A1;2.65 \A1;0.25 \A1;4.20 \A1;0.25 \A1;1.20 \A1;0.20 \A1;1.51 \A1;3.10 \A1;3.10 \A1;3.10 \A1;2.98 \A1;2.98 \A1;3.10 \A1;0.20 \A1;0.38 \A1;0.25 \A1;3.75 \A1;3.75 \A1;3.75 \A1;4.00 \A1;4.00 \A1;4.00 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;0.50 \A1;0.50 \A1;0.30 \A1;.15 \A1;Variable \A1;.40 \A1;.40 \A1;3.85 \A1;3.85 \A1;4.30 \A1;4.70 \A1;8.58 \A1;1.50 \A1;4.35 \A1;3.15 \A1;3.63 \A1;3.63 \A1;1.00 \A1;1.28 \A1;4.03 \A1;3.48 \A1;3.18 \A1;1.28 \A1;2.58 \A1;1.42 \A1;8.30 \A1;1.00 \A1;2.58 \A1;.60 \A1;.25 \A1;1.42 \A1;0.15 \A1;.60 \A1;.60 \A1;.25 \A1;.15 \A1;.60 \A1;.60 \A1;3.55 \A1;5.20 \A1;1.20 \A1;1.00 \A1;0.15 \A1;0.25 \A1;1.00 \A1;0.25 \A1;3.85 \A1;4.15 \A1;29.00 \A1;.25 \A1;32.00 \A1;7.50 \A1;4.15 \A1;4.15 \A1;4.15 \A1;4.15 \A1;4.15 \A1;5.18 \A1;1.40 \A1;0.3 \A1;0.40 \A1;2 \A1;1.8 \A1;2 \A1;1.8 \A1;2 \A1;1.8 \A1;2 \A1;1.8 \A1;2 \A1;1.8 \A1;2 \A1;1.8 \A1;1.3 \A1;1.3 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;2 \A1;1.8 \A1;2 \A1;1.8 \A1;.40 \A1;.55 \A1;.40 \A1;.60 \A1;.25 \A1;.50 \A1;.68 \A1;1.8 \A1;Variable \A1;.25 \A1;.40 \A1;.25 \A1;1.40 \A1;4.39 \A1;4.31 \A1;4.15 \A1;4.30 \A1;.25 \A1;.40 \A1;.25 \A1;1.40 \A1;4.15 \A1;4.15 \A1;25.45 C-2 Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo 1.400000000000091 1 Ø 1/2" Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo 1.400000000000091 2 Ø 1/2" A A B B A A B B B B B B B B B B B B B B B B B B 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" CORTE ESTRUCTURAL DE VIGAS V- 101(0.25x0.40) - Ejes (A, B, C, D, E,F,G) VP-102 VP-102 VP-102 VP-102 VP-103 VP-103 VP-103 4.387212757482303 A B 4.312787242517516 4.150000000000091 4.150000000000091 4.149999999999636 4.300574485035668 C D E F G 25.4505744850353 1 Ø 1/2" C-2 C-2 C-1 C-4 C-4 C-1 SECCION A-A ESC. 1/25 0.2499999999995453 2 Ø 1/2" 5 5 3 Ø 1/2" SECCION B-B ESC. 1/25 0.2499999999995453 2 Ø 1/2" 5 5 2 Ø 1/2" f fy=4200 Kg/cm2 25.0 cm. 11.5 cm. 15.5 cm. 20.0 cm. 30.5 cm. 1 " LONGITUDES DE GANCHOS ( cm. ) 3 / 8 " 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS \A1;0.15 \A1;0.85 \A1;1.00 \A1;0.95 \A1;0.95 \A1;0.40 \A1;0.40 \A1;0.95 \A1;0.95 \A1;0.40 \A1;0.90 \A1;0.60 \A1;.25 \A1;1.00 \A1;7.38 \A1;1.93 \A1;9.30 \A1;1.00 V-101 2 Ø 3/4" A A B B 2 Ø 5/8" 2 Ø 3/4" 2 Ø 1/2" 5 A A V-101 1.000019107995058 1.001145721254943 2 Ø 5/8" C C V-101 3 Ø 1" 3 Ø 1" 1 Ø 1" 2 Ø 5/8" 7.375138921427833 1.925038782927913 C-1 C-1 C-5 D D 1 2 3 9.300179704391894 CORTE ESTRUCTURAL DE VIGAS V- 103(0.35x0.75) V- 104(0.35x0.25) Ejes (1, 2, 3) Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 5@0.10, R@0.20 c/extremo \A1;.35 \A1;.75 \A1;.25 \A1;.75 \A1;.25 \A1;.35 \A1;.75 \A1;.25 \A1;.35 \A1;.25 \A1;.35 SECCION A-A ESC. 1/25 0.3500066877977588 2 Ø 5/8" 5 5 2 Ø 3/4" 3 Ø 1" 2 Ø 1/2" SECCION B-B ESC. 1/25 5 5 0.3500066877977588 3 Ø 1" 2 Ø 3/4" 2 Ø 1/2" 2 Ø 5/8" 1 Ø 1" SECCION C-C ESC. 1/25 0.3500066877977588 2 Ø 1/2" 5 5 1 Ø 1" 2 Ø 3/4" SECCION D-D ESC. 1/25 0.3500066877977588 2 Ø 5/8" 5 2 Ø 3/4" NPT±0.00 0.1499999999999773 0.845000000000141 0.9950000000001182 0.6000000000001364 5 5 5 5 d3/8" @ .20 d 3/8" @ .20 d 3/8" @ 0.20 \A1;.175 \A1;.175 \A1;.175 5 5 5 d 3/8" @ 0.14 \A1;.175 \A1;.175 \A1;.175 NPT+3.15 CORTE EN (TRAMO N°-1) d 3/8" @ 0.20 9 d 1/2" @ 0.20 9 d 1/2" @ 0.20 d 3/8" @ 0.20 11 d 5/8" @ 0.15 5 V-105 ALIGERADO 11 d 1/2" @ 0.15 14 d 5/8" @ 0.12 14 d 5/8" @ 0.12 14 d 5/8" @ 0.12 11 d 1/2" @ 0.15 9 9 1 18 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 9 d 1/2" @ 0.20 9 d 1/2" @ 0.20 CORTE EN (TRAMO N°-2) 11 d 1/2" @ 0.15 11 d 1/2" @ 0.15 11 d 1/2" @ 0.15 14 d 5/8" @ 0.12 d 3/8" @ 0.14 d 3/8" @ 0.14 d 3/8" @ 0.14 \A1;1.45 \A1;1.10 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.10 \A1;1.10 \A1;1.15 \A1;1.50 \A1;1.45 \A1;1.10 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.10 \A1;1.10 \A1;1.15 \A1;1.50 \A1;1.45 \A1;1.10 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.10 \A1;1.10 \A1;1.15 \A1;1.50 \A1;1.45 \A1;1.10 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.05 \A1;1.10 \A1;1.50 \A1;4.28 \A1;4.15 \A1;4.15 \A1;4.15 \A1;4.31 \A1;4.39 \A1;3.75 \A1;3.55 \A1;1.85 \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r \A1;.10 \A1;.30 \A1;.30 \A1;.20 \A1;.10 \A1;.25 \A1;.05 \A1;.10 5 TUBO DE PVC 2" PARA DESAGUE PLUVIAL 5 5 NPT.+0.10 VEREDA 5 5 5 5 5 A U L A 5 A U L A PIZARRA 5 5 PIZARRA A U L A NPT.+0.10 VEREDA PIZARRA 5 VEREDA NPT.+0.10 PATIO PRINCIPAL 5 JUNTA DE TECKNOPOR 1" 5 TUBO DE PVC 2" PARA DESAGUE PLUVIAL 5 5 PROYECCION DE TECHO 2 4 5 3 6 7 8 5 TUBO DE PVC 2" PARA DESAGUE PLUVIAL VEREDA NPT.+0.10 5 4.35 3.15 5 5 5 5 5 5 5 5 SS.HH-PROF- (M) 5 5 5 BLANCO 5 P-1 SS.HH-PROF- (H) PROYECCION TECHO BLANCO P-2 BLANCO V-2 BEBEDERO V-2 BLANCO 5 NPT+0.125 PISO CEMENTO PULIDO SS.HH-HOMBRES .60 .25 5 P-3 P-3 5 P-3 P-3 .60 V-1 .60 .25 .15 .60 .60 5 5 5 5 5 5 5 5 P-2 5 5 P-1 5 5 NPT+0.125 PISO CEMENTO PULIDO SS.HH-MUJERES 5 .60 .30 .30 .60 P-3 P-3 .30 .60 P-3 .15 P-3 V-1 .60 .25 5 N.P.T. + 0.00 V E R E D A PROYECCION DE TECHO BLANCO BLANCO 5 5 5 5 5 5 5 5 PROSCENIO N.P.T+1.00 5 5 5 5 5 5 5 5 CASETA 5 GUARDIANIA DE 1.80 5 5 de Porton Ver Detalle 5 INGRESO Proyección de viga 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 JUNTA DE DILATACION 1" 5 5 5 5 5 5 A U L A A U L A A U L A 2 4 5 3 6 7 8 SS.HH-HOMBRES SS.HH-MUJERES BLANCO BLANCO PROSCENIO N.P.T+1.00 CASETA GUARDIANIA DE de Porton Ver Detalle Proyección de viga C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 CORTE A-A S/C,1:8 + 25%PM \A1;.25 0.60 NPT = +0.15 Viga Riostra(VR) Sobrecimiento (.25*.40) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. 0.15 NFC - 1.57 0.60 0.30 CORTE B-B 0.60 NPT = + 0.15 0.15 Viga Riostra(VR) (.25x.25) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. NFC - 1.57 0.60 0.30 C 1 .40 .40 CUADRO DE COLUMNAS TIPO 4d 5/8" ACERO (.35X.35) C 2 (.40X.55) 4d 5/8" C 3 4d 5/8" (.25X.50) C-1 C-2 C-2 A U L A A U L A C-1 C-2 C-2 C-4 C-2 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 C-1 C-2 C-2 C-5 C-5 C-5 C-5 C-5 C-5 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-4 Z-4 Z-2 Z-2 Z-4 Z-2 Z-2 Z-2 Z-2 Z-4 Z-2 Z-2 Z-4 Z-2 Z-2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.50 0.50 CORTE C-C 0.30 .15 N.P.T. + .15 A A A A A A A A A A A A A A A A A A A A A A A A C C C C C C C C 3) - PARA EL TRAZO DE CIMENTACION VER LOS PLANOS DE ARQUITECTURA. 2) - EL NIVEL DE CIMENTACION SERA = 2.00; SALVO ESTE INDICADO EN PLANTA. 1) - CONCRETO f'c = 175 Kg/m2. NOTA : CIMENTACION : 14 24 : 25 % : e min. = 0.14m , 0.24m :f'm 45 Kg / Cm2 : e max : =1.5 Cm : e min: =0.9 Cm : 1:1:4 (CEMENTO : CAL NORMALIZADA : ARENA ) CARACTERISTICAS DE LA ALBAÑILERIA CONFINADA : ESPESOR DE JUNTAS DE MORTERO del Volumen Si tiene Alveolos estos no excederan el 25% UNIDAD ( LADRILLO TIPO IV ) ESPESOR MINIMO MORTERO P1-C % MAXIMO DE VACIOS 9 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION : NORMAS TECNICAS DE EDIFICACION E-020, E-030, E-050, E-060, E070 TERRENO q admisible : 0.9 Kg/cm2 NORMAS DE DISEÑO SISMO RESISTENTE REGLAMENTO NACIONAL DE EDIFICACIONES ESCALERA : 300 Kg / m2 S/C : INDICADA EN LOS PLANOS DE ALIGERADOS SOBRECARGAS : VIGAS CHATAS VIGAS PERALTADAS Y COLUMNAS 1°, 2° Y 3° PISO ESCALERAS Y ALIGERADOS ZAPATAS RECUBRIMIENTOS CONCRETO ARMADO CONCRETO : f'c = 210Kg/cm2 ACERO REFUERZO : fy = 4200 Kg/cm2 : 2.5 Cm : 4 Cm : 7 Cm : 2 Cm : 500 Kg / m2 ESPECIFICACIONES TECNICAS dDE COLUMNA,PLACA O VIGA ESPECIFICADO a ESPECIFICADO 45° 45° r \LDETALLE DE DOBLADO DE ESTRIBOS 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 5 5 C-4 Z-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 5 5 C-4 Z-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 5 5 C-4 Z-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 5 5 C-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 5 5 C-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 5 5 C-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 5 5 C-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 5 5 C-3 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 5 5 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 5 5 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 5 5 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 5 5 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 5 5 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 5 5 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 5 5 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 5 5 C-3 C-3 C-3 C-3 C-3 C-3 C-3 A A A A A A A A A A Z-3 Z-3 Z-3 Z-3 Z-3 Z-3 Z-3 Z-3 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 C 4 (.40X.60) C 5 (.25X.25) 4d 1/2" .25 .25 4d 1/2" 4d 3/4" 4d 1/2" .40 .55 .40 .60 4d 1/2" .25 .50 5 5 0.15 0.70 SOLADO DE C° 1:12 variable: min:1.00 LOSA ALIGERADA \A1;.30 LOSA ALIGERADA LOSA ALIGERADA N.T.N.±0.00 de cada extremo []d1/2",1@0.05,4@0.10 3@0.15,Rto @0.25 de cada extremo []d1/2",1@0.05,4@0.10 3@0.15,Rto @0.25 de cada extremo []d1/2",1@0.05,4@0.10 3@0.15,Rto @0.25 COLUMNA CENTRAL TIPICA f fy=4200 Kg/cm2 25.0 cm. 15.5 cm. 20.0 cm. LONGITUDES DE GANCHOS ( cm. ) 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS MALLA DE ZAPATA B A REC. LIBRE 0.070 SEGUN CUADRO DE ZAPATAS DETALLE DE ENCUENTRO ENTRE VIGA Y COLUMNA DETALLE DE AMARRE DE MURO NO PORTANTE (Con ventana) CON COLUMNA 0.30 0.30 Viga Ventana 0.10 x x Corte x-x 2Ø3/8" 0.1 0.15 1Ø1/4"@0.25 Escala: 1:25 Columnetas y viguetas f'c=175 Kg/cm² 2 ALAMBRES # 8 CADA 5 HILADAS COLUMNETA DET. DE AMARRE ENTRE \LMUROS Y COLUMNAS ESC : 1/25 F.A.U.E. MAYO - 2008 E-01 N° LAMINA: FECHA: ESCALA: PLANO: 1/75 CIMENTACION-COLEGIO U N I V E R S I D A D C E S A R V A L L E J O PROYECTO : JHONATAN CRUZADO VILLANUEVA 1.40 5 VC. (0.25*0.40) VC. (0.25*0.40) 0.40 V.C V.C V.C \A1;.25 5 DETALLE TIPICO DE ANCLAJE DE COLUMNETA CON CIMIENTO CORRIDO 5 ESC. 1/25 N.F.C. - 1.00 5 N.F.P. + 0.10 (VARIABLE) .10 .10 .10 S S .10 .10 SEGUN CUADRO DE COLUMNAS . 5 SEGUN CUADRO DE COLUMNAS CADA 5 HILERAS 2 ALAMBRES N°8 S PARA UNA MEJOR ADERENCIA PARA LA SEGUNDA JORNADA LLENAR A 1/2 DE ALTURA ,SOLO PARA UNIDADES MACIZAS. ANTES DE EMPESAR LA SEGUNDA JORNADA LIMPIAR Y HUMEDECER (VERIFICAR % DE ABSORCION DE LAS UNIDADES DE LADRILLO) MORTERO: C:A: 1:4 JUNTAS =1.5 cm. COMO MAXIMO \LESPECIFICACIÓN LADRILLO MORTERO ESCALA 1/10 DETALLE DE CIMENTACION 1 @ 0.05, 3@ 0.10, 3@0.15, R@0.25 EST. Ø 3/8" N.P.T.±0.30 0.15 A U L A A U L A PIZARRA PIZARRA A U L A PIZARRA JUNTA DE DILATACION 1" 2 4 5 3 6 7 8 CASETA GUARDIANIA DE C-1 C-1 C-4 C-3 C-3 VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-103 (0.35 x 0.75) VP-103 (0.35 x 0.75) VP-103 (0.35 x 0.75) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) V-101 (0.25 x 0.40) VP-104 (0.30 x 0.40) VP-104 (0.30 x 0.40) 1Ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 A-1 1Ø1/2" 1Ø1/2" C-1 C-4 C-4 C-4 C-1 C-5 C-5 C-5 C-5 C-5 PESO PROPIO : POR CADA h = 20 cm = 300 kg / m² SOBRECARGA EN TECHO = 500 Kg / m² SOBRECARGAS O CARGAS VIVAS ( C. V. ) : CARGA DE DISEÑO : ( RNE U = 1.6 C.M + 1.8 C.V ) \LESPECIFICACIONES ACERCA DEL REFUERZO : SOBRECARGA EN COLEGIO = 500 Kg / m² Todo refuerzo será doblado en frío, salvo indicación del Ingeniero Residente. Longitud de Traslape mínima = 30 cm. Cuando el refuerzo paralelo se coloque en dos o más capas, las barras de las capas superiores deben colocarse exactamente sobre las de las capas inferiores con una distancia libre entre capas igual al f b y no menor de 2.5 cm. PESO DE ACABADOS = 100 kg / m² CONCRETO f'c = 210 Kg/Cm² \LLOSAS ALIGERADAS : ACERO fy = 4200 Kg/Cm² CARGAS PERMANENTES ( C. M. ) : \LPARÁMETROS DE DISEÑO DE LOSA ALIGERADA : RECUBRIMIENTO MÍNIMO DEL REFUERZO = 2.0 cm PESO ESPECIFICO DEL CONCRETO = 2400 kg / m³ MAYO - 2008 E-00 N° LAMINA: FECHA: ESCALA: PLANO: 1/75 ESTRUCTURAS COLEGIO PROYECTO : JHONATAN CRUZADO VILLANUEVA C-3 C-3 C-2 1 9 10 11 12 15 17 18 16 V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) A-2 V-101 (0.25 x 0.40) 1Ø1/2" 1Ø1/2" LOSA MACIZA. \A1;Junta de Separacion Sismica e=.030 \A1;Junta de Separacion Sismica e=.030 14 13 C-2 C-4 C-4 C-2 C-2 C-5 C-5 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 5 5 5 5 5 5 5 5 5 5 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" 1Ø3/8" \W8.37649; DETALLE DE ESCALERA A 5 5 5 5 5 5 B C D E F G 5 5 5 1 2 3 4 V-101 (0.25 x 0.40) DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS dDE COLUMNA,PLACA O VIGA ESPECIFICADO a ESPECIFICADO 45° 45° r 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) \A1;X \A1;X \A1;X \A1;X DETALLE EN CRUCE DE VIGAS ALIGERADO(h=.25) .10 SECCION TIPICA DE .30 .30 .20 .10 .25 .05 .10 DE TEMPERATURA d1/4"@.25 F.A.U.E.

Language	Spanish
Drawing Type	Section
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, classrooms, College, details, DWG, elevations, library, plants, school, section, sections, structures, university