Corporate Building – Structural Development DWG Block for AutoCAD

Corporate Building – Structural Development DWG Block for AutoCAD

BUILDING A CORPORATE STRUCTURE Pataz DISTRICT OF FREEDOM province – PERU – concrete slab lightened – SHOES – CONCRETE BEAMS

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

npt., variable, column, typical elevation of, national regulation of buildings, maximum relative displacement of mezzanine, maximum displacement of the last level, revestrimientos._, regulations. -, stratum of support of the foundation: metamorphic rock, aggression of the ground to the foundation: use cement type i, design parameters :, summary of the foundation conditions :, type of foundation: isolated footings and running foundations, general specifications, typical detail of hook, seismic resistant structural system, parameters to define seismic force :, where:, zusc, dead charges._, terrain:, effort._, min, specified d, first level, should overlap, n. intermediate, in the same section, n. top, detail of sardinel, xx cut, overburden, nfc, foundation, no column reinforcement, cut and and, detail of jagged wall, perimeter, typical detail of fence, foundation plant, district :, drawing cad :, plane :, scale :, date :, department :, province :, indicated, tayabamba, pataz, freedom, foundation plant, details, patio, -see table of columns and cuts, seismic meeting with, ceiling of the first floor, beam, deliveries Typical beams not specified in sheets, roof of the second floor, beams overlaps not specified in sheets, roof of the third floor, vr, column, detail of reduction, column table, cuts foundation, main, staircase, foundation, column table, foundation:, sobrecimiento:, ntn, bleachers, variable, n. ramp, encounter detail, strap and truss, nails, typical cut of trusses, general specifications of wood, all wood should be treated with antifouling product, recognized quality and applied according to the instructions, average, manufacturer. , note._, min., on conctreto roof, existing roof, support detail of lower flange, detail of element, upper slab of cistern, jpcc, wooden roofs, trusses, details, ridge, shaft, roof entry, -the levels of foundations indicated in the courts must be respected, also must be found in the ground indicated in the study of soil mechanics., stairs, overlap in the central area

Raw text data extracted from CAD file:

NPT. \A1;R \A1;L \A1;.075 \A1;.60 \A1;.10 \A1;.60 \A1;.25 (Tip.) \A1;.30 \A1;.10 \A1;.10 \A1;.15 0.0 \A1;6.27 \A1;4.00 \A1;4.65 \A1;1.30 \A1;6.27 \A1;4.00 \A1;4.65 \A1;1.30 \A1;1.00 \A1;.15 \A1;1.00 \A1;.40 \A1;4.10 \A1;4.10 \A1;.40 \A1;6.27 \A1;4.00 \A1;4.65 \A1;1.30 \A1;6.27 \A1;4.00 \A1;4.65 \A1;1.30 \A1;.15 \A1;1.00 \A1;2.58 \A1;6.22 \A1;4.05 \A1;5.95 \A1;2.58 \A1;6.22 \A1;4.05 \A1;4.65 \A1;1.30 \A1;7.20 \A1;7.20 \A1;6.22 \A1;4.05 \A1;5.95 \A1;1.20 \A1;1.20 \A1;.60 \A1;.60 \A1;1.20 \A1;.60 \A1;.90 \A1;1.20 \A1;1.20 \A1;.60 \A1;.60 \A1;1.20 \A1;1.20 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;1.20 \A1;1.20 \A1;.60 \A1;.90 \A1;1.20 \A1;.40 \A1;1.20 \A1;1.00 \A1;.85 \A1;1.35 \A1;.40 \A1;.30 \A1;.30 \A1;.10 \A1;.02 \A1;.02 \A1;.25 \A1;.30 \A1;.10 \A1;.05 \A1;.20 \A1;.10 .20 .20 .05(TIP.) .20 .20 .20 .20 \A1;6.22 \A1;4.05 \A1;5.95 \A1;.60 \A1;.90 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.90 \A1;1.20 \A1;1.20 \A1;.60 \A1;.60 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.40 \A1;1.20 \A1;1.00 \A1;.85 \A1;1.35 \A1;.40 \A1;.30 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.90 .20 .20 .05(TIP.) .20 .20 .20 .20 A \A1;4.05 \A1;5.95 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.35 \A1;.85 \A1;1.20 \A1;.40 \A1;.80 \A1;.30 \A1;.10 \A1;.02 \A1;.02 \A1;.25 \A1;.30 \A1;.10 \A1;.05 \A1;.20 \A1;.10 \A1;.50 \A1;.50 \A1;.50 \A1;.60 \A1;1.40 \A1;1.00 \A1;.40 \A1;±4.90 \A1;.40 \A1;±3.00 \A1;.40 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.30 \A1;.25 \A1;.15 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;.15 \A1;.25 \A1;.30 \A1;.25 NIV± \A1;.15 \A1;.15 \A1;1.40 \A1;.65 \A1;.25 \A1;.60 \A1;.60 \A1;.10 \A1;.10 \A1;.25 \A1;.10 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.15 \A1;.55 \A1;.15 \A1;.15 \A1;.20 \A1;.25 \A1;.40 \A1;.20 \A1;.25 \A1;.35 \A1;.25 \A1;.30 \A1;.15 \A1;.60 \A1;1.20 \A1;.80 \A1;.50 \A1;.40 \A1;±4.15 \A1;1.20 \A1;.25 \A1;.30 \A1;.25 \A1;.50 \A1;.60 \A1;1.20 \A1;1.10 \A1;.50 \A1;.50 \A1;.40 \A1;.40 \A1;.40 \A1;.80 \A1;1.60 \A1;.25 \A1;1.00 \A1;.40 \A1;.40 \A1;4.20 \A1;3.70 \A1;.50 \A1;.60 \A1;1.40 \A1;1.00 \A1;.50 \A1;.40 \A1;±4.90 \A1;.40 \A1;±3.00 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.20 \A1;.15 \A1;.15 \A1;.20 \A1;1.75 \A1;1.20 \A1;.15 \A1;.15 \A1;.20 \A1;.25 \A1;.35 \A1;1.62 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.15 \A1;.25 (Tip.) \A1;.25 (Tip.) \A1;.40 \A1;1.00 \A1;.10 \A1;1.20 \A1;1.75 \A1;.20 \A1;1.20 \A1;1.75 \A1;.25 (Tip.) \A1;.25 \A1;.30 \A1;.27 \A1;±1.87 \A1;.15 \A1;.15 \A1;.15 \A1;±1.87 \A1;1.20 \A1;.75 \A1;1.10 \A1;1.25 \A1;.90 \A1;.90 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.65 \A1;.65 \A1;.65 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.60 \A1;.45 \A1;.45 \A1;.65 \A1;.65 \A1;.65 \A1;.45 \A1;.45 \A1;.45 \A1;1.40 \A1;.85 \A1;.25 \A1;.25 \A1;.15 \A1;.25 \A1;.15 \A1;.25 \A1;.15 \A1;.35 \A1;.20 \A1;.30 \A1;.40 \A1;.25 \A1;.15 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.25 \A1;.15 \A1;.25 \A1;.20 \A1;.25 \A1;.15 \A1;.25 \A1;.40 \A1;.25 \A1;.40 \A1;.25 \A1;.80 \A1;.50 \A1;.60 \A1;.10 \A1;.20 \A1;.15 \A1;2.40 \A1;.20 \A1;1.40 \A1;.10 \A1;.10 \A1;.20 \A1;.90 \A1;.15 \A1;2.40 \A1;.20 \A1;1.40 \A1;.10 \A1;.50 \A1;.60 \A1;.10 \A1;.20 \A1;.90 \A1;.50 \A1;.60 \A1;.10 \A1;.20 \A1;.80 \A1;.50 \A1;.60 \A1;.10 \A1;.20 \A1;.50 \A1;.15 \A1;2.40 \A1;.20 \A1;1.40 \A1;.10 \A1;.50 \A1;.60 \A1;.20 \A1;.60 \A1;.60 \A1;.10 \A1;.15 \A1;.20 \A1;.45 \A1;.10 \A1;.50 \A1;.60 \A1;.15 \A1;.15 \A1;.45 \A1;.20 \A1;.25 \A1;.10 \A1;.50 \A1;.60 \A1;.60 \A1;.20 \A1;.60 \A1;.60 \A1;.10 \A1;.15 \A1;.20 \A1;.45 \A1;.25 (Tip.) \A1;.45 \A1;.25 \A1;.25 \A1;.20 \A1;2.00 \A1;.25 \A1;.15 \A1;.25 (Tip.) \A1;.45 \A1;.25 \A1;.25 \A1;.20 \A1;2.00 \A1;.25 \A1;.15 \A1;.15 \A1;.25 \A1;1.40 \A1;.25 \A1;.25 \A1;.50 \A1;.25 \A1;.60 \A1;.20 \A1;.25 \A1;.15 \A1;.45 \A1;.25 \A1;.20 \A1;2.00 \A1;.25 \A1;.25 (Tip.) \A1;.45 \A1;.25 \A1;.20 \A1;.20 \A1;2.00 \A1;.25 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.10 \A1;.20 \A1;.40 \A1;.10 \A1;.375 \A1;.30 \A1;.40 \A1;.80 \A1;.20 \A1;.775 4" 3" 2" 2" 2" 4" V A R I A B L E 4" 2.40 2" 2" 2" 2" 2" 4" 4" 4" 4" \A1;.20 \A1;.20 4" 4" 4" \A1;4" \A1;.20 \A1;.25 \A1;2.01 \A1;2.01 \A1;1.20 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.20 \A1;.53 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.25 \A1;.72 \A1;.05 \A1;.36 \A1;1.20 \A1;.30 \A1;1.25 \A1;2.75 \A1;.05 \A1;.35 \A1;.30 \A1;.70 \A1;.40 \A1;.30 \A1;.15 \A1;.40 \A1;.25 \A1;.10 \A1;.10 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.25 \A1;.30 \A1;.25 \A1;.75 \A1;.20 \A1;.10 \A1;.25 \A1;.20 \A1;.40 \A1;.66 \A1;.55 \A1;.30 \A1;.60 \A1;.60 \A1;.10 \A1;.25 \A1;.20 \A1;.50 \A1;.75 \A1;1.40 \A1;1.80 \A1;1.15 \A1;1.20 \A1;.40 \A1;.15 \A1;.10 \A1;.80 \A1;1.95 \A1;.15 L/4 L/4 L/4 L/4 B A L/4 L/4 L/4 L/4 B \A1;.15 \A1;2.14 \A1;.15 \A1;.20 \A1;.20 \A1;1.95 \A1;2.54 PLOTEAR EN 1/50 ESC. 1/25 COLUMNA ELEVACION TIPICA DE ENLUCIDO, CIELO RASO Y PISO TERMINADO 100 Kg/m2 REGLAMENTO NACIONAL DE EDIFICACIONES NORMAS TECNICAS E-060, E-070 VIGAS PERALTADAS: 4.00 cm. COLUMNAS: 4.00 cm. CIMENTACION: 10.00, 7.50 cm. LOSA, VIGAS CHATAS, ESCALERA: 2.00 cm. NORMAS PERUANAS DE DISEÑO SISMORRESISTENTES E-030 MAXIMO DESPLAZAMIENTO RELATIVO DE ENTREPISO DESPLAZAMIENTO MAXIMO DEL ULTIMO NIVEL Y - Y =1.34 cm. X - X =0.47 cm. Y - Y = 0.62 cm. RECUBRIMIENTOS._ REGLAMENTOS.- ESTRATO DE APOYO DE LA CIMENTACION: ROCA METAMORFICA AGRESION DEL SUELO A LA CIMENTACION : USAR CEMENTO TIPO I PARAMETROS DE DISEÑO: RESUMEN DE LAS CONDICIONES DE CIMENTACION: TIPO DE CIMENTACION : ZAPATAS AISLADAS Y CIMIENTOS CORRIDOS CONCRETO : f'c = 210 Kg/cm2 (TODOS LOS ELEMENTOS) ACERO : fy = 4,200 Kg/cm2 (TODOS LOS ELEMENTOS) LOSA ALIGERADA h=.25 m. 350Kg/m2, ESPECIFICACIONES GENERALES t = 2.67 Kg/cm2 (VER ESTUDIO DE SUELOS) 8mm. DETALLE TIPICO DE GANCHO DIRECCION Y-Y MIXTO (PORTICOS Y MUROS DE CORTE) SISTEMA ESTRUCTURAL SISMORRESISTENTE DIRECCION X-X MIXTO (PORTICOS Y MUROS DE CORTE) PARAMETROS PARA DEFINIR FUERZA SISMICA: S= FACTOR DE SUELO =1.2 (SUELO INTERMEDIO) Asentamiento Diferencial = 1.12 cm. DONDE : P ZUSC R = V U= FACTOR DE USO =1.3 Ry= 6.0 Rx= 6.0 Df= 1.20 mt. F.S. = 3.00 Qadm. = 2.67 Kg./cm2 (SOBRE ROCA) C= FACTOR DE AMPLIFICACION SISMICA=2.5 V= FUERZA CORTANTE TOTAL EN LA BASE Z= FACTOR DE ZONA =0.4 (PATAZ Z0NA 3) X - X = 0.19 cm. CARGAS MUERTAS._ TERRENO : ESFUERZO._ R L L 6 cm R min 2.0cm. 0 1/4" / 13cm 3.0cm. 3/8" 8 cm 2.5cm. x .075 .60 SOLADO e=.10 CONCRETO CICLOPEO 1;12 d ESPECIFICADO N.F.C-1.20 .80 3/4" .10 .60 PRIMER NIVEL A * ( ) (*) H/3 SE DEBERA TRASLAPAR COMO MAXIMO EL 50% N. INTERMEDIO A .40 .60 .50 0 / 3/8" 1/2" 5/8" EN UNA MISMA SECCION .05(TIP.) .30 N. SUPERIOR H d3/8 : 1@ .05, 4@ .10, 2@ .15, Rto.@ .25, c/e. .25 (Tip.) d3/8" : 1@ .05, 4@ .10, 2@ .15, Rto.@ .25, c/e. d3/8"a.15 .30 d3/8"a.15 N.F.P.+0.41 .30 DETALLE DE SARDINEL .10 CORTE X-X N.V.T+0.26 ESC. 1/25 .10 .15 2d3/8" (CORRIDOS) d1/4":1a.05,2a.10,1a.15,r.a.25,c/e. .15 .10 III 0 1/4": 1@ .05, 3@ .10, 2@ .15 , Rto. @.25, c/e. SOBRECIMIENTO N.F.C .10 / / .25 CIMIENTO III 0 1/4": 1@ .05, .25 Y Y 2 d3/8" .25 .25 NO FIGURA ARMADURA DE COLUMNA CORTE Y-Y ESC. 1/25 DETALLE DE MURO DENTADO PERIMETRICO ESC. 1/25 DETALLE TIPICO DE CERCO PLANTA DE CIMENTACION ESCALA : 1/50 NFP-0.05 NPT +8.54 NPT +6.56 NPT +6.56 NPT +6.56 NPT +6.56 NPT +8.54 NPT + 9.61 NPT + 9.61 NPT + 11.62 DISTRITO: DIBUJO CAD: PLANO: ESCALA: FECHA: DPTO: PROVINCIA: E-01 INDICADA N° DE LAMINA: TAYABAMBA PATAZ LA LIBERTAD PLANTA DE CIMENTACION, DETALLES 1 2 3 4 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 1 2 3 4 5 6 7 RAMPA 8% RAMPA 8% 1 2 1 2 3 4 5 6 7 1 2 3 3 4 6 5 5 5 5 1 2 3 4 5 6 5 5 5 5 5 5 PATIO 5 -VER CUADRO DE COLUMNAS Y CORTES DE -VER DESARROLLO DE ESCALERA EN LAMINA E-04 NOTAS ; C-1 C-2 C-8 C-1 C-7 C-3 C-9 C-4 C-5 C-5 C-6 C-6 C-10 C-5 C-5 C-7 C-9' C-7' C-8 C-3 C-2 C-1 C-5 C-4 C-1 Vecino e=3.00 cms Junta Sismica con Vecino e=3.00 cms Junta Sismica con Vecino e=3.00 cms Junta Sismica con DISTRITO: DIBUJO CAD: PLANO: ESCALA: FECHA: DPTO: PROVINCIA: E-03 INDICADA N° DE LAMINA: TAYABAMBA PATAZ LA LIBERTAD PLANTA DE 1er y 2do PISO, VIGAS, DETALLES 1 2 3 4 5 5 5 C-1 C-2 C-8 C-1 C-7 C-3 C-9 C-4 C-5 C-5 C-6 C-6 C-5 C-5 C-7 C-7' C-8 C-3 C-2 C-1 C-5 C-4 C-1 PLACA 1 5 5 5 5 5 5 5 5 5 5 5 C-5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 ALIGERADO h=0.25, S/C=250 Kg/m2 TECHO DEL PRIMER PISO -VER ESPECIFICACIONES GENERALES EN LAMINA E-01 NOTAS ; DETALLE TIPICO DE ALIGERADO h=0.25 5 5 ESCALA: 1/10 5 5 5 d 1/4"@.25 (TEMPERATURA) 5 5 5 5 5 C L 2d5/8" 2d5/8" d3/8":1@.05, 8@.10, 3@.15, Rto. @.25 c/e VA-6 (.25 x .55) ESC. 1/25 VIGA .20 .20 (ELEVACION) (PLANTA) (PLANTA) (PLANTA) ENTREGAS TIPICAS DE VIGAS NO ESPECIFICADAS EN LAMINAS .05(TIP.) COLUMNA VIGA (ADICIONAL) 2 s VIGA VIGA .20 .20 .20 (ADICIONAL) .20 VIGA (ADICIONAL) VIGA VIGA 2 s d1/2" (.40 x .25) d1/2" d1/2" d1/2" V-1 (.15 x .55) (.40 x .25) V-1 (.15 x .55) d1/2" d1/2" d1/2" d1/2" (.40 x .25) V-1 (.15 x .55) (.40 x .25) V-1 (.15 x .55) V-2 (.15 x .55) V-6 (.15 x .55) V-2 (.15 x .55) (.40 x .25) V-1 (.15 x .55) (.40 x .25) V-1 (.15 x .55) (.40 x .25) V-1 (.15 x .55) (.40 x .25) V-1 (.15 x .55) V-4 (.40 x .25) V-4 (.40 x .25) V-3 (.20 x .35) V-2 (.15 x .55) d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d3/8" d1/2" d1/2" d1/2" d1/2" d3/8" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d3/8"@.20 d3/8"@.20 V-5 (.35 x .25) V-7 (.25 x .55) V-7 (.25 x .55) V-7 V-R (.10 x .25) V-R (.10 x .25) V-R (.10 x .25) V-R (.10 x .25) V-8 (.25 x .55) V-8(.25 x .55) V-8 C-10 1 2 3 4 5 5 5 C-1 C-2 C-1 C-7 C-3 C-9 C-5 C-5 C-6 C-6 C-5 C-5 C-7 C-9' C-7' C-3 C-2 C-1 C-5 C-1 PLACA 1 5 5 5 5 5 5 5 5 5 5 5 C-5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 ALIGERADO h=0.25, S/C=250 Kg/m2 TECHO DEL SEGUNDO PISO d1/2" (.40 x .25) d1/2" d1/2" d1/2" 2V-1 (.15 x .55) (.40 x .25) 2V-1 (.15 x .55) d1/2" d1/2" d1/2" d1/2" (.40 x .25) 2V-1 (.15 x .55) (.40 x .25) 2V-1 (.15 x .55) 2V-5 (.15 x .55) (.40 x .25) 2V-1 (.15 x .55) (.40 x .25) 2V-1 (.15 x .55) (.40 x .25) 2V-1 (.15 x .55) (.40 x .25) 2V-1 (.15 x .55) 2V-3 (.40 x .25) 2V-3 (.40 x .25) 2V-2 (.20 x .35) d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d3/8" d1/2" d1/2" d1/2" d1/2" d3/8" d1/2" d1/2" d1/2" d1/2" d1/2" d1/2" d3/8"@.20 d3/8"@.20 2V-4 (.35 x .25) 2V-6 (.25 x .55) 2V-6 (.25 x .55) V-R (.10 x .25) V-R (.10 x .25) V-R (.10 x .25) V-R (.10 x .25) 2V-8 (.25 x .55) 2V-8 (.25 x .55) C-10 V-7 (.25 x .55) V-7 V-7 (.25 x .55) V-7 V-7 V-7 (.25 x .55) V-7 V-7 (.25 x .55) 2V-7 (.25 x .55) 2V-7 2V-7 (.25 x .55) 2V-7 2V-7 2V-7 (.25 x .55) 2V-7 2V-7 (.25 x .55) DISTRITO: DIBUJO CAD: PLANO: ESCALA: FECHA: DPTO: PROVINCIA: E-04 INDICADA N° DE LAMINA: TAYABAMBA PATAZ LA LIBERTAD PLANTA DE 3er PISO, VIGAS, DETALLES -VER ESPECIFICACIONES GENERALES EN LAMINA E-01 NOTAS ; VIGA .20 .20 (ELEVACION) (PLANTA) (PLANTA) (PLANTA) ENTREGAS TIPICAS DE VIGAS NO ESPECIFICADAS EN LAMINAS .05(TIP.) COLUMNA VIGA (ADICIONAL) 2 s VIGA VIGA .20 .20 .20 (ADICIONAL) .20 VIGA (ADICIONAL) VIGA VIGA TRASLAPES DE VIGAS NO ESPECIFICADAS EN LAMINAS .50 .60 5/8" .40 .50 A B .40 .40 1/2" 0 3/8" / C L A 2 s 2 3 4 5 5 C-7 C-3 C-9 C-5 C-5 C-6 C-6 C-5 C-5 C-7 C-7' C-5 C-5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA : 1/50 ALIGERADO h=0.25, S/C=150 Kg/m2 TECHO DEL TERCER PISO VA-4 (.15 x .55) (.40 x .25) VA-1 (.15 x .55) (.40 x .25) VA-1 (.15 x .55) (.40 x .25) VA-1 (.15 x .55) (.40 x .25) VA-1 (.15 x .55) VA-3 (.40 x .25) VA-2 (.25 x .55) d1/2" d1/2" d3/8" d1/2" d1/2" d1/2" d3/8" d3/8" d1/2" d3/8" d1/2" d3/8" d1/2" d1/2" VA-3 (.40 x .25) V-R (.10 x .25) V-R (.10 x .25) VA-6 (.25 x .55) VA-6 (.25 x .55) C-10 VA-5 (.25x.55) VA-5 VA-5 (.25 x .55) VA-5 VA-5 (.25 x .55) 5 d3/8" VA-5 (.25x.55) DETALLE TIPICO DE ALIGERADO h=0.25 5 5 ESCALA: 1/10 5 5 5 d 1/4"@.25 (TEMPERATURA) 5 5 5 5 5 5 5 5 5 5 5 2d5/8" 2d5/8" 5 ±4.90 5 ±<> 5 d3/8":1@.05, 8@.10, 3@.15, Rto. @.25 c/e 1d5/8" 1d1/2" 1 1 2 2 3 3 5 4d5/8"+1d1/2" 5 CORTE 1-1 ESC. 1/25 5 1d1/2" 5 5d5/8" 5 CORTE 2-2 ESC. 1/25 5 5 4d5/8" 5 CORTE 3-3 ESC. 1/25 5 5 VA-1 ESC. 1/25 7d1/2" (CORRIDOS) 2 d1/4":1@.05, 4@.10, 2@.15, Rto.@.25 c/e 5 5 VA-3 ESC. 1/25 6d1/2" (CORRIDOS) d1/4":1@.05, 4@.10, 2@.15, Rto.@.25 c/e 5 5 5 5 VA-2 5 4d5/8" (CORRIDOS) d3/8":1@.05, 8@.10, 3@.15, Rto.@.25 c/e ESC. 1/25 5 VA-4 ESC. 1/25 4d5/8"(CORRIDOS) d3/8":1@.05, 8@.10, 3@.15, Rto.@.25 c/e 5 5 5 5 5 VA-5 ESC. 1/25 5 4d5/8"(CORRIDOS) d3/8":1@.05, 6@.10, Rto.@.15 c/e -VER ESPECIFICACIONES GENERALES EN LAMINA E-01 5 NSL-3.24 d3/8"@.25 CORTE 16-16 NFP-1.84 5 5 CORTE 6-6 5 NFC-0.89 5 5 5 5 CORTE 19-19 2d3/8" (CORRIDOS) d1/4"@.20 ESCALA 1/25 V-R 5 5 2d3/8" (CORRIDOS) d1/4"@.20 ESCALA 1/25 V-R 5 5 5 2V-1 ESC. 1/25 4d5/8"+3d1/2" (CORRIDOS) 1 d3/8"+1 d1/4":1@.05, 6@.10, 2@.15, Rto.@.25 c/e 5 5 5 d5/8" d1/4" V-1 V-2 ESC. 1/25 4d1/2"(CORRIDOS) d1/4":1@.05, 6@.10, 2@.15, Rto.@.25 c/e 5 5 5 5 4d5/8"(CORRIDOS) d3/8":1@.05, 5@.10, 2@.15, Rto.@.20 c/e 2V-2 ESC. 1/25 V-3 5 4d5/8"+2d1/2" (CORRIDOS) d3/8":1@.05, 4@.10, 2@.15, Rto.@.25 c/e 5 5 d1/2" 2V-3 ESC. 1/25 V-4 5 5 d1/2" 4d5/8"+2d1/2" (CORRIDOS) d3/8":1@.05, 4@.10, 2@.15, Rto.@.25 c/e 2V-4 ESC. 1/25 V-5 4d5/8"(CORRIDOS) d3/8":1@.05, 8@.10, 3@.15, Rto.@.25 c/e 5 5 5 2V-5 ESC. 1/25 V-6 C L 2d5/8" 2d5/8" d3/8":1@.05, 8@.10, 3@.15, Rto. @.25 c/e V-8 (.25 x .55) ESC. 1/25 5 5 5 5 2d5/8" 2d5/8" 5 ±4.15 5 1d5/8" 1d1/2" 1 1 4 4 3 3 5 5 4d5/8"(CORRIDOS) d3/8":1@.05, 6@.10, Rto.@.15 c/e 5 2V-7 ESC. 1/25 V-7 C L 2d5/8" 2d5/8" d3/8":1@.05, 8@.10, 3@.15, Rto. @.25 c/e 2V-6 (.25 x .55) ESC. 1/25 5 5 5 5 5 5 2d5/8" 2d5/8" 5 5 5 d3/8":1@.05, 8@.10, 3@.15, Rto. @.25 c/e 1d5/8" 1d1/2" 1 1 2 2 3 3 5 5 5 5 5 5 d3/8":1@.05, Rto. @.10 c/e d3/8":1@.05, Rto. @.10 c/e 5 5 C L 2d5/8" 2d5/8" d3/8":1@.05, 8@.10, 3@.15, Rto. @.25 c/e 2V-8 (.25 x .55) ESC. 1/25 5 5 5 5 5 2d5/8" 2d5/8" 5 ±4.90 5 ±<> d3/8":1@.05, 8@.10, 3@.15, Rto. @.25 c/e 1d5/8" 1d1/2" 1 1 2 2 3 3 5 4d5/8"+1d1/2" 5 CORTE 1-1 ESC. 1/25 5 1d1/2" 5 5d5/8" 5 CORTE 2-2 ESC. 1/25 5 5 4d5/8" 5 CORTE 3-3 ESC. 1/25 5 .05 (TIP.) .25 .60 DE COLUMNA DETALLE DE REDUCCION (ADICIONAL) 3 d3/8" VIGA CP CP CP CP CP CP DISTRITO: DIBUJO CAD: PLANO: ESCALA: FECHA: DPTO: PROVINCIA: E-02 INDICADA N° DE LAMINA: TAYABAMBA PATAZ LA LIBERTAD CUADRO DE COLUMNAS, CORTES CIMENTACION 5 5 5 d3/8"@.30 5 5 (EN RELLENO) ESC. 1/25 ESCALERA N°1 .15 5 PRINCIPAL ESC. 1/25 1er TRAMO S/C=250 Kg/m2 .15 d3/8"@.20 d3/8"@.20 d3/8"@.25 NFP+0.41 <> (Tip.) <> (Tip.) 5 5 5 5 5 d3/8"@.20 d3/8"@.25 d3/8"@.25 5 V-3 3er y 6to TRAMO 5 5 5 .15 <> (Tip.) d3/8"@.20 d3/8"@.20 d3/8"@.25 d3/8"@.20 1.20 5 V-3 .15 5 5 5 d3/8"@.20 d3/8"@.20 4to TRAMO 5 1.20 .15 d3/8"@.25 d3/8"@.20 2V-2 .15 5 2V-4 V-5 ó 5 5 V-5 5 ±<> 5 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.25 d3/8"@.25 d3/8"@.20 d3/8"@.20 2do y 5to TRAMO ESCALERA ±<> CP-1 CP-1 CP-1 CP-2 CP-2 CP-2 CP-2 CP-2 CP-1 CP-1 CP-1 CA CA CA CA CA CA CA CC CC CC CC CC CA CA-1 NFP+0.41 NFP-0.67 NFP+0.41 NFP+0.41 NFP+0.31 NFP+0.31 NFP+0.26 NFP+0.41 NFP+0.35 NFP+0.01 d5/8"@.20 d5/8"@.20 d5/8"@.20 5 5 5 1.25 5 5 Z-1 h=0.60 Z-2 h=0.60 Z-3 h=0.60 Z-1 h=0.60 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 d5/8"@.20 Z-4 h=0.60 d5/8"@.20 Z-5 h=0.60 d5/8"@.20 5 5 1 1 1 1 1 1 6 6 6 6 2 2 3 3 4 4 3 3 3 3 5 5 5 5 5 5 5 5 3 3 2 2 4 4 3 3 6 6 6 6 7 7 9 9 7 7 7 7 7' 7' 7 7 7 7 8 8 5 11 11 14 14 12 12 12 12 16 16 11 11 16 16 5 5 d5/8"@.20 Z-6 h=0.60 12 12 12 12 ESCALERA CIMENTACION 4 4 4 4 NFP+0.41 10 10 d3/8"@.20 LOSA h=0.15 N.S.L.-3.20 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 LOSA h=0.15 N.S.L.-1.84 Junta 1" Junta 1" 5 5 CP 4d1/2" 3@.15, Rto.@.25 c/e 1/4":1@.05, 5@.10, 5 5 CP-1 4d1/2" 3@.15, Rto.@.25 c/e 1/4":1@.05, 5@.10, 5 5 CA 4d3/8" 2@.15, Rto.@.25 c/e 1/4":1@.05, 3@.10, 5 5 CA-1 5 5 CP-2 4d1/2" 3@.15, Rto.@.25 c/e 1/4":1@.05, 5@.10, 4d3/8" 2@.15, Rto.@.25 c/e 1/4":1@.05, 3@.10, C U A D R O D E C O L U M N A S ESCALA : 1/25 5 5 4d5/8"+2d1/2" + d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e (1er y 2do PISO) d1/2" C-1 5 5 4d1/2" 3@.15, Rto.@.25 c/e 1/4":1@.05, 5@.10, (1er y 2do PISO) C-2 5 5 6d5/8" + d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e (1er y 2do PISO) C-3 5 5 4d5/8" d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e (1er PISO) C-4 5 5 4d5/8" d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e (1er, 2do y C-5 (3er PISO) 5 5 6d5/8" + d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e (1er, 2do y C-6 (3er PISO) 5 5 4d5/8"+2d1/2" + d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e d1/2" (1er, 2do y C-7 (3er PISO) 5 5 CC 4d1/2" 3/8"@.20 ESC. 1/25 ESC. 1/25 ESC. 1/25 ESC. 1/25 ESC. 1/25 ESC. 1/25 5 5 4d1/2" 3@.15, Rto.@.25 c/e 1/4":1@.05, 5@.10, HASTA N.+4.66 C-8 5 5 4d1/2" 3@.15, Rto.@.25 c/e 1/4":1@.05, 5@.10, C-9 (1er, 2do y (3er PISO) 5 5 4d1/2" 3/8"@.20 5 5 4d1/2" 3@.15, Rto.@.25 c/e 1/4":1@.05, 5@.10, C-9' (1er, 2do y (3er PISO) (CUARTO DE BOMBAS) 5 5 4d3/4" + 2d5/8" + d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e 5 5 4d3/4 + 8d5/8" 3 d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e (1er PISO) (2do y 3er PISO) C-10 NFC-1.19 5 5 5 CORTE 1-1 N.F.P.+0.31 5 30% P.G. (T.Max. 6") CIMIENTO : CONCRETO C:H=1:10+ 25% P.M. (T.Max. 3") SOBRECIMIENTO : CONCRETO C:H=1:8+ 5 N±0.00 (TIPICO) (TIPICO) 5 2.40 5 1.40 5 2d3/8" (CORRIDOS) 1/4"@.20 4d3/8" (CORRIDOS) 1@.15, Rto.@.25 c/e 1/4":1@.05, 3@.10, NFC-1.19 5 5 5 CORTE 2-2 N.F.P.+0.41 5 30% P.G. (T.Max. 6") CIMIENTO : CONCRETO C:H=1:10+ 25% P.M. (T.Max. 3") SOBRECIMIENTO : CONCRETO C:H=1:8+ 5 N±0.00 (TIPICO) (TIPICO) 5 2.40 5 1.40 5 2d3/8" (CORRIDOS) 1/4"@.20 4d3/8" (CORRIDOS) 1@.15, Rto.@.25 c/e 1/4":1@.05, 3@.10, NFC-1.19 5 5 5 CORTE 3-3 N.F.P.+0.41 5 30% P.G. (T.Max. 6") CIMIENTO : CONCRETO C:H=1:10+ 25% P.M. (T.Max. 3") SOBRECIMIENTO : CONCRETO C:H=1:8+ 5 N±0.00 (TIPICO) (TIPICO) NFC-1.19 5 5 5 CORTE 4-4 N.F.P.+0.31 5 30% P.G. (T.Max. 6") CIMIENTO : CONCRETO C:H=1:10+ 25% P.M. (T.Max. 3") SOBRECIMIENTO : CONCRETO C:H=1:8+ 5 N±0.00 (TIPICO) (TIPICO) NFC-1.87 5 5 5 CORTE 5-5 N.F.P.-0.67 5 30% P.G. (T.Max. 6") CIMIENTO : CONCRETO C:H=1:10+ 25% P.M. (T.Max. 3") SOBRECIMIENTO : CONCRETO C:H=1:8+ 5 N.T.N. (TIPICO) (TIPICO) 5 2.40 5 1.40 5 2d3/8" (CORRIDOS) 1/4"@.20 4d3/8" (CORRIDOS) 1@.15, Rto.@.25 c/e 1/4":1@.05, 3@.10, 5 30% P.G. (T.Max. 6") CIMIENTO : CONCRETO C:H=1:10+ (TIPICO) (TIPICO) 25% P.M. (T.Max. 3") SOBRECIMIENTO : CONCRETO C:H=1:8+ 5 5 5 5 5 5 NFC-0.89 NFP+0.41 NFP+0.41 CORTE 7-7 5 5 CORTE 8-8 NFC-1.81 d3/8"@.30 5 NFP-0.67 5 NFP+0.41 5 5 5 5 5 CORTE 9-9 NFC-1.87 d3/8"@.30 5 NFP-0.67 5 5 5 GRADAS 5 5 5 5 5 5 NFC-0.89 NFP+0.31 CORTE 10-10 NFP+0.41 <> (Tip.) CORTE 11-11 .15 d3/8" 5 5 5 5 5 .25 4d1/2"(CORRIDOS) d3/8"@.25 d3/8"@.25 4d1/2"(CORRIDOS) d3/8"@.25 NFP-1.84 <> (Tip.) CORTE 12-12 .15 d3/8" 5 5 5 5 5 .25 4d1/2"(CORRIDOS) d3/8"@.25 d1/2"@.25 4d1/2"(CORRIDOS) d3/8"@.25 N+0.41 NSL-1.84 N+0.41 13 13 CORTE 13-13 d1/2"@.25 NFP-1.84 5 5 5 5 5 5 5 5 5 CORTE 14-14 d1/2"@.25 NSL-1.84 5 5 5 5 5 5 5 4d1/2"(CORRIDOS) d3/8"@.25 NS.L.+0.41 4d1/2"(CORRIDOS) d3/8"@.25 <> (Tip.) CORTE 15-15 .10 d3/8" 5 5 5 5 5 .25 4d1/2"(CORRIDOS) d3/8"@.25 d3/8"@.20 4d1/2"(CORRIDOS) d3/8"@.25 NFP-1.84 N+0.41 d3/8"@.20 NFC-0.75 5 NFP-0.05 5 CORTE 17-17 5 5 5 5 NFP+0.41 NFC-1.37 5 NFP-0.67 5 CORTE 18-18 5 5 5 5 d3/8"@.20 d3/8"@.20 VARIABLE N. RAMPA NOTA 1 ; 5 .375 5 5 5 5 .775 N+0.41 d3/8"@.20 17 17 19 19 18 18 C-5 DETALLE DE ENCUENTRO C O R R E A 2" x 4" 2" 4" 3" DE CORREA Y TIJERAL 2" CLAVOS LANCEROS 3" LANCEROS 3" CLAVOS 2" 2" 2" 2" 2" D I A G O N A L E S 2" x 3" (BRIDA INFERIOR) 2" x 4" 2" x 4" (BRIDA SUPERIOR) M O N T A N T E S 2" x 4" 2" 4" V A R I A B L E 4" CORTE TIPICO DE TIJERALES 2.40 ESPECIFICACIONES GENERALES DE MADERA E =90,000Kg/cm2 f =15Kg/cm2 f =8Kg/cm2 E =55,000Kg/cm2 f =100Kg/cm2 f =75Kg/cm2 f =80Kg/cm2 TODA LA MADERA DEBERA SER TRATADA CON PRODUCTO ANTIPOLILLA DE RECONOCIDA CALIDAD Y SE APLICARA DE ACUERDO A LAS INSTRUCCIONES promedio t v I c m DEL FABRICANTE. NOTA._ MADERA: GRUPO "C": / / c mín. SOBRE TECHO DE CONCTRETO 4" 4" 4" 4" TECHO EXISTENTE .20 .20 TER HILTI R-500 d3/8" EM - 1 PER d1/4" 2" x 4" (BRIDA INFERIOR) DETALLE DE APOYO DE BRIDA INFERIOR 4" 4" 4" 4" DETALLE DE ELEMENTO PER d1/4" PER HILTI R-500 d3/8" L e=1/4" cada/1.00mt. P EM-1 C-9' CC CC CC CC CC d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 VCH-1 (.25x.20) VCH-1 C-7 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 ESCALA : 1/50 h=0.20, S/C=250 Kg/m2 LOSA SUPERIOR DE CISTERNA 5 5 4d1/2" (CORRIDOS) d1/4":1@.05, Rto.@.10 c/e ESC. 1/25 VCH-1 DISTRITO: DIBUJO CAD: PLANO: ESCALA: FECHA: DPTO: PROVINCIA: E-05 INDICADA N° DE LAMINA: JPCC TAYABAMBA PATAZ LA LIBERTAD JULIO 2014 TECHOS DE MADERA, TIJERALES, DETALLES ESCALA : 1/50 COBERTURA LIVIANA, S/C=30 Kg/m2 TECHO DEL SEGUNDO PISO ESCALA : 1/50 COBERTURA LIVIANA, S/C=30 Kg/m2 TECHO DEL TERCER PISO TIJERAL 1 VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" TIJERAL 1 TIJERAL 1 TIJERAL 2 TIJERAL 1 TIJERAL 1 TIJERAL 1 TIJERAL 2 VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" VIGUETA 2"x6" CUMBRERA EJE DE CUMBRERA EJE DE 5 5 ESCALA : 1/50 TIJERAL 1 ESCALA : 1/50 TIJERAL 2 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE-"1" DETALLE-"1" DETALLE-"2" DETALLE-"2" DETALLE-"7" DETALLE-"2" DETALLE-"2" DETALLE-"6" DETALLE-"8" DETALLE-"4" DETALLE-"3" 2" x 4" 2" x 4" DETALLE -"1" 2" x 4" 2" x 4" 2" x 4" LANCEROS 3" CLAVOS (BRIDA SUPERIOR) (BRIDA SUPERIOR) (DIAGONAL) (MONTANTE) (DIAGONAL) 2" x 4" 2"x4" 2" x 4" 2"x4" 2"x4" 2"x4" 2"x4" 2"x4" 2"x4" 2" x 4" 2"x4" 2"x4" 2"x4" 2"x4" 2"x4" 2"x4" 2" x 4" 2" x 4" 2" x 4" 2"x4" 2" x 4" 2"x4" 2"x4" 2" x 4" 2"x4" 2"x4" 2"x4" 2"x4" 2"x4" CLAVOS LANCEROS 3" DETALLE -"2" 2" x 4" 2" x 4" (BRIDA SUPERIOR) (MONTANTE) DETALLE -"3" LANCEROS 3" CLAVOS 2" x 4" 2" x 4" 2" x 4" (BRIDA SUPERIOR) (MONTANTE) (DIAGONAL) 2" x 4" (BRIDA INFERIOR) 2" x 4" (MONTANTE) LANCEROS 3" CLAVOS DETALLE -"4" DETALLE-"5" 2" x 4" (BRIDA INFERIOR) 2" x 4" (MONTANTE) 2" x 4" (DIAGONAL) LANCEROS 3" CLAVOS DETALLE -"5" DETALLE -"6" LANCEROS 3" CLAVOS 2" x 4" 2" x 4" 2" x 4" 2" x 4" (DIAGONAL) (BRIDA INFERIOR) (MONTANTE) (DIAGONAL) DETALLE -"7" 2" x 4" (BRIDA INFERIOR) (MONTANTE) LANCEROS 3" CLAVOS 2" x 4" (BRIDA INFERIOR) 2" x 4" (MONTANTE) 2" x 4" (DIAGONAL) DETALLE -"8" 2" x 4" LANCEROS 3" CLAVOS DETALLE-"3" DETALLE-"4" DETALLE-"6" DETALLE-"7" V-1 (.20xVar.) ESCALA : 1/50 TECHO INGRESO V-1 (.20xVar.) V-1 (.20xVar.) V-1 (.20xVar.) V-1 (.20xVar.) X X V-2 (.30x.70) V-2 (.30x.70) V-2 (.30x.70) .05 .36 5 5 5 .05 .35 5 5 5 6d5/8"+2d3/8" (CORRIDOS) d3/8":1@.05, 6@.10, 4@.15, Rto.@.30 c/e V-2 d3/8" ESC. 1/25 V-1 (.20xVar.) ESC. 1/25 2d5/8" 2d1/2" d3/8":1@.05, 4@.10, R.@.15 d3/8":1@.05, 4@.10, R.@.15 CORTE X-X ESC. 1/25 d3/8"@.25 d3/8"@.25 V-2 5 DOBLA .40 HACIA ARRIBA (Tip.) JUNTA 1" X X JUNTA 1" CIMENTACION EN LAMINA E-02 5 5 5 5 6d3/4" + d3/8":1@.05, 5@.10, 3@.15, Rto.@.25 c/e (1er, 2do y C-7' (3er PISO) VCH-1 5 NFP-1.84 d3/8" d3/8" NFP-1.84 5 d3/8"@.25 -LOS NIVELES DE CIMENTACION INDICADOS EN LOS NOTA 2 ; CORTES DEBERAN RESPETARSE, ADEMAS DEBERAN ENCONTRARSE EN TERRENO INDICADO EN EL ESTUDIO DE MECANICA DE SUELOS. 5 1d5/8"+1d3/4" LOSA ESCALERA 5 1d5/8" 5 2d3/4" 5 1d5/8" 5 5d5/8"+1d1/2" 5 CORTE 4-4 ESC. 1/25 5 1d1/2" 1d5/8" 5 CORTE 20-20 5 5 5 5 5 5 5 N+0.01 d3/8"@.20 N-0.65 5 20 20 5 5 5 5 5 5 NFC-0.89 CORTE 10'-10' NFP+0.41 30% P.G. (T.Max. 6") CIMIENTO : CONCRETO C:H=1:10+ (TIPICO) 25% P.M. (T.Max. 3") SOBRECIMIENTO : CONCRETO C:H=1:8+ (TIPICO) 10' 10' 10' 10' 5 5 5 5 5 PLACA 1 PLACA 1 5 5 5 5 5 CORTE 7'-7' d 3/8" @0.25 d1/2"@.20 NFP+0.41 NFC-0.89 5 TRASLAPE EN LA ZONA CENTRAL R @ .15 d5/8"@.20 15 15 C-9' C-9' d3/8"@.25 d3/8"@.25 L/4 L/4 L/4 L/4 B TRASLAPES DE VIGAS NO ESPECIFICADAS EN LAMINAS .50 .60 5/8" .40 .50 A B .40 .40 1/2" 0 3/8" / A L/4 L/4 L/4 L/4 B 4d3/4" 4d3/4" (1er y 2do PISO) PLACA 1 d3/8"@.25 5 5 5 d 3/8" @0.25 5 5 d1/2"@.20 PLACA 1 PLACA 1 5 5 JPCC JPCC JULIO 2014 JPCC JPCC JULIO 2014 JPCC JULIO 2014 JPCC JULIO 2014

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, béton armé, block, building, concrete, corporate, development, district, DWG, formwork, freedom, PERU, province, reinforced concrete, schalung, slab, stahlbeton, structural, structure