Structural Housing DWG Block for AutoCAD

Structural Housing DWG Block for AutoCAD

STRUCTURAL PLANES

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

version., plane no., elaborate, date, observations, file.dwg, initials, at the beginning of the column, in the center of the column, improvement, granular material, plate, floor, ca, detail cantilever, cassette of guadua, detail mezzanine plate, variable, scale, plant of location of columns, -indicates type of column, plate, against floor, sense b, cant., type, dimension, sense a, box of shoes, reinforcement, note :, – indicates type of shoe, signature:, this plan is not valid without the signature, approval of the floor engineer., reinforcement detail mooring beam, subfloor plate, upper reinforcement, mooring beam, lower reinforcement, electrowelded mesh, in plate subfloor, details of dilatations, perpendicular to the joints, form dilatations, joints with forms on, mooring beam, details of joints, granular sub base, ref. sense b, ref. sense a, sense b, sense a, in supports, in the center of the light, the greater amount of reinforcement must go perpendicular, to the longer face of the column, typical shoe cut, foundation beam, compact recebo, expansion joint , depth of foundation is indicated, by the floor engineer, nevar., see note, detail is footings, detail a, raised wall in non-structural masonry, paneling, cut j – j cut k – k, raised forefoot in nonstructural masonry, j – j cut, k – k cut, specifications, styrofoam sheet or similar, styrofoam block, facade and interior elements, top detail of columneta, must be anchored in columns, mezzanine slab, g – g cut , for the sills, new walls, doors or windows, lintel beam detail, approval of the plate edge, of the designer architect., detail measures in mm, channel beam, detail, i hook, bar, lengths for hooks, additional length of, detail hooks, stirrups, e n cm, slabs, walls, and joists, columns, beams and, minimal coatings, in contact with, fill ground, earth, wall in, clay block, mortar, detail mooring, partition walls, wall, brick facade , facade walls, embedded in the glue, detail mooring parapets, detail mezzanine beam, mezzanine beam, column, cast beam detail, typical plate cut, parapets, embed in glue, moderate capacity, energy dissipation dmo, group of use i, notes :, -structure with moderate capacity of, -group of use i, -specific columns :, -specific beams :, -steel :, -screte shoes :, masonry wall, reinforced, vg-, floor of location and development, of columns, locacol.dwg, indicated scale, foundation foundational plant, cim.dwg, structural plant, covered level, cub.dwg, foundation details, dcim.dwg, indicated scales, broken foundation beams, structural plants , you cut beams, you cut out joists plate between floor, details plac a between floor, dtp.dwg, structural details, dte.dwg, non-structural details

Raw text data extracted from CAD file:

M- \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.150 \A1;.300 \A1;.125 \A1;.250 \A1;.125 \A1;.250 \A1;.125 \A1;.250 \A1;.125 \A1;.250 \A1;.125 \A1;.250 \A1;.125 \A1;.250 \A1;.125 \A1;.250 \A1;.125 \A1;.250 VERSION. PLANO No. Elaboro A M D Fecha O N OBSERVACIONES 2 1 3 ARCHIVO.DWG No No No No No No 10 INICIALES INICIALES INICIALES INICIALES INICIALES INICIALES 01 No INICIALES \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.30 \A1;1.00 \A1;1.60 \A1;1.20 \A1;1.60 \A1;1.20 \A1;1.60 \A1;2.10 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;.65 \A1;1.60 \A1;1.30 \A1;1.00 \A1;1.40 \A1;1.85 Z- (81.925) NF.±0.00 \A1;.025 \A1;.10 \A1;.10 \A1;.10 \A1;SENTIDO B \A1;SENTIDO A \A1;.20 \A1;.40 \A1;.40 \A1;.30 \A1;.40 \A1;.10 \A1;.075 \A1;.10 \A1;.40 \A1;Aprox 1.10 \A1;.05 \A1;.05 Columna en concreto 3000 PSI Viga de amarre en concreto 3000 PSI 0,30 x 0,30 Estribos Ø 3/8" c./0,10 0,30 x 0.40 4 Ø 5/8" Base en concreto 2000 PSI Parrilla en Ø 4/8" c./15 cm. Al inicio de Columna Estribos Ø 3/8" c./0,15 En el centro de la Columna Estribos Ø 3/8" c./0,10 0.70 MEJORAMIENTO MATERIAL GRANULAR VARIABLE^JREVISAR ESTUDIO^J SUELOS .25 5 H Placa Piso 0.70 VARIABLE^JREVISAR ESTUDIO^J SUELOS .25 ,05 H C-A \A1;S \A1;S \A1;VARIABLE \A1;S=±1.50 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;.125 \A1;.10 \A1;.125 \A1;.10 \A1;.20 \A1;.125 \A1;.10 \A1;.10 \A1;.10 \A1;.125 \A1;.10 \A1;.15 \A1;.15 \A1;.10 \A1;.125 \A1;3.55 \A1;3.65 \A1;3.16 \A1;3.14 \A1;4.30 \A1;2.70 \A1;5.10 \A1;.15 \A1;.82 \A1;.30 \A1;.75 \A1;.12 \A1;.75 \A1;.12 \A1;.75 \A1;.12 \A1;.75 \A1;.30 \A1;.62 \A1;.12 \A1;.62 \A1;.12 \A1;.62 \A1;.12 \A1;.62 \A1;.30 \A1;.62 \A1;.12 \A1;.62 \A1;.12 \A1;.62 \A1;.12 \A1;.61 \A1;.30 \A1;.70 \A1;.12 \A1;.70 \A1;.12 \A1;.70 \A1;.12 \A1;.70 \A1;.12 \A1;.70 \A1;.30 \A1;.46 \A1;.12 \A1;.15 \A1;.83 \A1;.25 \A1;2.57 \A1;.15 \A1;2.16 \A1;.25 \A1;.15 \A1;.83 \A1;.25 \A1;2.57 \A1;.15 \A1;2.16 \A1;.25 \A1;.70 \A1;.12 \A1;.70 \A1;.30 \A1;.46 \A1;.12 \A1;.12 \A1;.62 \A1;.30 \A1;.62 \A1;.12 \A1;.62 \A1;.12 \A1;.62 \A1;.12 \A1;.61 \A1;.30 \A1;.70 \A1;.12 \A1;.70 \A1;.12 \A1;.70 \A1;.12 \A1;.15 \A1;.82 \A1;.30 \A1;.75 \A1;.12 \A1;.75 \A1;.12 \A1;.75 \A1;.12 \A1;.75 \A1;.30 \A1;.62 \A1;.12 \A1;.62 \A1;.12 \A1;.62 \A1;.50 \A1;13.55 \A1;.50 \A1;.20 \A1;4.98 \A1;.20 \A1;1.50 \A1;.35 \A1;.40 \A1;2.80 \A1;3.00 \A1;.20 \A1;.35 \A1;2.85 \A1;1.50 \A1;.35 \A1;.40 \A1;2.80 fl.d 3/8" 6#5 DETALLE VOLADIZO .35 Concreto 1:2:3/3000 P.S.I. \A1;VIGA DE ENTREPISO CASETON DE GUADUA CASETON DE GUADUA .15 .30 .35 CASETON DE GUADUA DETALLE PLACA DE ENTREPISO #4 ó #5 fl.d 3/8" .30 CASETON DE GUADUA VARIABLE .12 .30 .05 .12 \A1;VARIABLE \A1;.12 \A1;.30 \A1;.05 \A1;.35 \A1;.12 \A1;.15 \A1;.15 \A1;.15 \A1;.30 \A1;.35 \A1;.35 \A1;.15 \A1;.18 \A1;.27 \A1;11x0.27=2.97m \A1;16x0.18=2.90 \A1;.1 \A1;.35 \A1;.15 \A1;4x0.27=1.08 \A1;.567 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.667 \A1;.733 \A1;.18 \A1;.18 \A1;.783 \A1;.18 \A1;.35 \A1;.30 \A1;VARIABLE \A1;.12 \A1;.30 \A1;.05 \A1;.12 4,5 ESCALA * 0 1,5 3,0 6,0 7,5 1,5 ESCALA * 0 0,5 1,0 2,0 2,5 3,0 2,0 1,0 0 ESCALA * 5,0 4,0 0,6 0 ESCALA * 0,4 0,2 1,0 0,8 1,2 ESCALA * 0 0,4 0,8 1,6 2,0 A B C D E F A B C D E F 1 2 3 1 2 3 C1 5 5 C1 5 5 C1 5 5 C1 5 5 C1 5 5 C1 5 5 C1 5 5 C1 5 5 C1 5 5 C1 5 5 C2 5 5 C2 5 5 C2 5 5 C2 5 5 C2 5 5 C2 5 5 C2 5 5 C2 5 5 ESC 1:75 PLANTA DE LOCALIZACION DE COLUMNAS C -INDICA TIPO DE COLUMNA A B C D E F A B C D E F 2 3 2 3 PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. PLACA CONTRA PISO e=0.10 m. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7#4-13c/.20 Sentido B 8 CANT. H .30 1 TIPO B 1.30 A 1.00 DIMENSION Sentido A CUADRO DE ZAPATAS REFUERZO 6#4-16c/.20 2 .40 1" 1.30 1.00 2 .40 2 1.60 1 .40 3 2.10 1.60 1 .40 4 1.85 1.40 1.20 6#5-14c/.20 5#5-17c/.25 5 5 5 5 7#5-16c/.25 5#5-20c/.25 5 5 9#5-20c/.25 7#5-25c/.25 8#5-18c/.25 6#5-23c/.25 3 .40 5 1.70 1.70 9#5-21c/.20 9#5-21c/.20 3 .40 6 1.60 1.60 9#5-20c/.20 9#5-20c/.20 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA DE CIMENTACION NE+0.10 ESC 1:75 NOTA: Ver placa contra pico en el plano No 05 Ver detalle de cimentacion en el plano No 05 Ver detalle de RC en el plano No 05 - INDICA TIPO DE ZAPATA Z- Ver cuadro zapatas en el plano No 05 Ver detalle viga 001 en el plano No 05 FIRMA: NOTA: ESTE PLANO NO ES VALIDO SIN LA FIRMA DE APROBACION DEL INGENIERO DE SUELOS. ESC 1:25 DETALLE DE REFUERZO VIGA DE AMARRE 10fl#3 C/15 10fl#3 C/15 resto fl#3 C/30 Placa de Contrapiso e=0.10m 10fl#3 C/15 10fl#3 C/15 NE 0.00 Refuerzo superior Viga de amarre Refuerzo inferior Viga de amarre PLACA DE CONTRAPISO e=.10 ESC 1:25 Malla electrosoldada d 5.5 mm C/15 ESC 1:25 EN PLACA DE CONTRAPISO DETALLES DE DILATACIONES perpendiculares a las juntas separadas máx c/3.00m Conformar dilataciones con disco de corte e=4mm .025 las vigas separadas máx c/4.00m Juntas con formaletas sobre Viga de Amarre DETALLES DE JUNTAS EN PLACA DE CONTRAPISO 5 5 Malla electrosoldada d 5.5 mm C/15 Sub Base granular Malla electrosoldada d 5.5 mm C/15 NE 0.00 5 REF. SENTIDO B REF. SENTIDO A SENTIDO B SENTIDO A RC S=20X40 ESC 1:25 .10 .30 .07 FL#3c/.20 L=.94m .20 2#4 Traslapo min.0.70 2#4 traslapo min.0.70 en apoyos en centro de la luz 5 .22 .07 5 5 ESC 1:25 .32 VIGA DE CIMENTACION 001 S=30x40 3#5 Corridas Traslapo FL#3 L= 1.30 min 0.70m 3#5 Corridas Traslapo min 0.70m 10c/.10 resto c/.20 10c/.10 NOTA: La mayor cuantia de refuerzo debe ir perpendicular a la cara mas larga de la columna Sub Base granular Sub Base granular .40 5 .07 .075 Placa de Contrapiso e=0.10m .20 ESC: 1:25 L=Variable .20 CORTE TIPICO ZAPATA Viga de cimentación Recebo Compacto Junta de dilatacion e=.01m NOTA: La profundidad de cimentacion es la indicada por el ingeniero de suelos 5 .40 Aprox 1.10 \A1;0.25 NE 0.10 NE -0.40 NE- Var. Ver Nota .05 .05 NE 0.00 \A1;H \A1;0.40 D E T A L L ES Z A P A T A S ESC.1:20 R5 DETALLE A d1 R1 R2 d2 R4 S S VARIABLE C1 C1 d2 R2 R2 R1 R1 R3 R3 R3 R4 R4 ALZADO MURO EN MAMPOSTERIA NO ESTRUCTURAL ESC 1:50 PAÑETADOS ANTEPECHOS Y PARAPETOS EN BLOQUE N°5 CORTE J - J CORTE K - K V2 R6 R7 ALZADO ANTEPECHO EN MAMPOSTERIA NO ESTRUCTURAL ESC 1:20 R7 S=±1.50 C2 C2 5 5 5 5 2d3/8" Ganchos d1/4" c/.25 CORTE J - J 3cm 5 5 Bloque N°5 7cm ESC 1:20 CINTA .125 X .10 ESC 1:10 5 5 Bloque N°5 CORTE K - K ESC 1:20 5 4d1/4" 5 fleje d1/4"c/.30 2 d 3/8" R6 R7 2 d 1/4" Cinta de 12.5x10 V2 Columneta S=10x12.5 C2 ESPECIFICACIONES PAÑETADOS EN BLOQUE N°5 Bloque N°5 R1 C1 Lámina de icopor o similar Bloque de Icopor ELEMENTOS DE FACHADA E INTERIORES Junta 1cm DETALLE A ESC 1:20 Detalle superior de columneta NOTA: con bloque de icopor h=10cm 5 5 Bloque N°5 COLUMNETA C1 ESC 1:20 5 R3 .125 Deben anclarse en columnetas .05 .05 .10 FL #2 L=0.20 c/.20 2d1/4" Placa entrepiso 5 5 1d3/8" c/1.00 .05 .05 .08 FL #2 L=0.18 c/.20 5 .05 .05 .08 FL #2 L=0.18 c/.20 cada 0.30 Gancho d1/4" V1 CORTE G - G ESC 1:10 5 5 2d3/8" Son 2d 4mm c / 4 Hiladas. S R1 ±1.50m Separación máxima entre columnetas. 1 d 1/2" L=luz libre -5cm. Dilatacion 1cm (dejar icopor o similar de 1cm). Dilatación 1.5cm (dejar icopor o similar de 1.5cm). Nota aplica tambien 1 d 1/2" L=30cm anclados 10cm con resina epóxica. R4 R3 d2 d1 R2 ESPECIFICACIONES 2 d 3/8" Amarrados a las columnetas de confinamiento R5 1 d 1/2" L=50cm anclada 10cm con resina epóxica. para los antepechos MUROS NUEVOS PUERTAS O VENTANAS ESC 1:20 DETALLE VIGA DINTEL MUROS NUEVOS G G K K J J A B C D E F A B C D E F 1 2 3 1 2 3 1 1 A B C D E F A B C D E F 2 3 1 2 3 1 PLANTA ENTRE PISO NE+3.35 ESC 1:75 NOTA: Ver placa contra pico en el plano No 05 Ver detalle de cimentacion en el plano No 05 Ver detalle de RC en el plano No 05 Ver cuadro zapatas en el plano No 05 Ver detalle viga 001 en el plano No 05 FIRMA: NOTA: ESTE PLANO NO ES VALIDO SIN LA FIRMA DE APROBACION DE LOS BORDE DE PLACA DEL ARQUITECTO DISEÑADOR. PLANTA ENTRE PISO NE+6.70 ESC 1:75 NOTA: Ver placa contra pico en el plano No 05 Ver detalle de cimentacion en el plano No 05 Ver detalle de RC en el plano No 05 Ver cuadro zapatas en el plano No 05 Ver detalle viga 001 en el plano No 05 FIRMA: NOTA: ESTE PLANO NO ES VALIDO SIN LA FIRMA DE APROBACION DE LOS BORDE DE PLACA DEL ARQUITECTO DISEÑADOR. A B C D E F A B C D E F 2 3 1 2 3 1 PLANTA DE CUBIERTA NE+9.75 ESC 1:75 NOTA: Ver placa contra pico en el plano No 06 Ver detalle de cimentacion en el plano No 06 Ver detalle de RC en el plano No 06 Ver cuadro zapatas en el plano No 06 Ver detalle viga 001 en el plano No 06 FIRMA: NOTA: ESTE PLANO NO ES VALIDO SIN LA FIRMA DE APROBACION DE LOS BORDE DE PLACA DEL ARQUITECTO DISEÑADOR. 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 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 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 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 5 001 S=30x40 001 S=30x40 002 S=20x40 003 S=20x40 004 S=30x40 004 S=30x40 004 S=30x40 004 S=30x40 004 S=30x40 101 S=25x35 S=20x20 102 S=25x35 103 S=20x20 104 S=30x35 105 S=30x35 105 S=30x35 105 S=30x35 105 S=30x35 106 S=20x20 201 S=25x35 201 S=25x35 202 S=30x35 202 S=30x35 202 S=30x35 202 S=30x35 202 S=30x35 VG-102 0.25mx0.35m 113\U+03B5 #3 L=1.08m CANT 1 120 100 120 127\U+03B5#3 L=680mm 200 200 Detalle medidas en mm A B C D E F VG-103 0.20mx0.20m 127 \U+03B5 #3 L=0.68m CANT 2 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 5\U+03B5#3 c/.20 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 7\U+03B5#3 c/.20 3\U+03B5#3 c/.20 3\U+03B5#3 c/.20 9\U+03B5#3 c/.20 170 100 270 113\U+03B5#3 L=1080mm 250 350 Detalle medidas en mm 2#4L=6.00m 2#4L=4.21m 2#4L=3.95m 2#4L=6.00m 2#4L=4.80m 2#4L=6.00m 2#4L=5.60m 2#4L=4.10m 0.25m 3.30m .20mx.20m 0.25m 0.25m 0.25m 0.25m 0.25m 3.40m .20mx.20m 2.91m .20mx.20m 2.89m .20mx.20m 4.05m .20mx.20m B C D E F 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 12\U+03B5#3 c/.15 3#4L=3.25m 3#4L=4.21m 3#4L=3.95m 3#4L=2.20m 3#4L=6.00m 3#4L=5.60m 170 100 270 113\U+03B5#3 L=1080mm 250 350 Detalle medidas en mm A 2#4L=3.35m 120 100 120 15\U+03B5#3 L=680mm 200 200 Detalle medidas en mm 5\U+03B5#3 c/.10 5\U+03B5#3 c/.10 5\U+03B5#3 c/.20 7\U+03B5#3 c/.10 .20mx.20m 0.30m 0.30m 0.30m 0.30m 3.35m .25mx.35m 2.86m .25mx.35m 2.84m .25mx.35m 4.00m .25mx.35m 2.30m 0.30m 0.30m 0.30m 0.30m 3.35m 2.86m 2.84m 4.00m 0.25m VG-101 0.25mx0.35m CANT 1 0.15m .25mx.35m .80m 7\U+03B5#3 c/.10 10\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 8\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 16\U+03B5#3 c/.15 2#4L=3.35m 3#5L=4.10m 3#4L=4.65m 3#4L=2.70m 4\U+03B5#3 c/.10 .30m .46m .25mx.35m .12m B C D E F 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 12\U+03B5#3 c/.15 3#4L=3.25m 3#4L=4.21m 3#4L=3.95m 3#4L=2.20m 3#4L=6.00m 3#4L=5.60m 7\U+03B5#3 c/.10 0.30m 0.30m 0.30m 0.30m 3.35m .25mx.35m 2.86m .25mx.35m 2.84m .25mx.35m 4.00m .25mx.35m 0.30m 0.30m 0.30m 0.30m 3.35m 2.86m 2.84m 4.00m 0.15m .25mx.35m .80m 7\U+03B5#3 c/.10 10\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 8\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 16\U+03B5#3 c/.15 3#4L=4.10m 3#4L=4.65m 3#4L=2.70m 4\U+03B5#3 c/.10 .30m .46m .25mx.35m .12m 1 2 3 VG-104 0.30mx0.35m 58 \U+03B5 #3 L=1.18m CANT 1 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 23\U+03B5#3 c/.15 7\U+03B5#3 c/.15 220 100 270 58\U+03B5#3 L=1180mm 300 350 Detalle medidas en mm 3#5L=3.15m 3#5L=5.70m 3#5L=4.80m 3#5L=3.90m 1 2 VG-105 0.30mx0.35m 44 \U+03B5 #3 L=1.18m CANT 4 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 23\U+03B5#3 c/.15 220 100 270 44\U+03B5#3 L=1180mm 300 350 Detalle medidas en mm 3#5L=3.15m 3#5L=4.00m 3#5L=4.80m 3#5L=2.20m 1 2 3 VG-106 0.20mx0.20m 58 \U+03B5 #3 L=1.18m CANT 1 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 23\U+03B5#3 c/.15 7\U+03B5#3 c/.15 2#4L=3.15m 2#4L=5.70m 2#4L=4.80m 2#4L=3.90m 120 100 120 127\U+03B5#3 L=680mm 200 200 Detalle medidas en mm 0.30m 4.78m .30mx.35m 0.30m 4.83m 30mx.35m 0.25m 4.85m .20mx.20m 0.25m 0.25m 2.43m .20mx.20m 0.30m 0.15m .83m 30mx.35m 0.30m 0.25m 2.43m .30mx.35m VG-201 0.25mx0.35m 113\U+03B5 #3 L=1.08m CANT 2 170 100 270 113\U+03B5#3 L=1080mm 250 350 Detalle medidas en mm B C D E F 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 12\U+03B5#3 c/.15 3#4L=3.25m 3#4L=4.21m 3#4L=3.95m 3#4L=2.20m 3#4L=6.00m 3#4L=5.60m 7\U+03B5#3 c/.10 0.30m 0.30m 0.30m 0.30m 3.35m .25mx.35m 2.86m .25mx.35m 2.84m .25mx.35m 4.00m .25mx.35m 0.30m 0.30m 0.30m 0.30m 3.35m 2.86m 2.84m 4.00m 0.15m .25mx.35m .80m 7\U+03B5#3 c/.10 10\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 8\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 16\U+03B5#3 c/.15 3#4L=4.10m 3#4L=4.65m 3#4L=2.70m 4\U+03B5#3 c/.10 .30m .46m .25mx.35m .12m 1 2 VG-202 0.30mx0.35m 44 \U+03B5 #3 L=1.18m CANT 5 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 23\U+03B5#3 c/.15 220 100 270 44\U+03B5#3 L=1180mm 300 350 Detalle medidas en mm 3#5L=3.15m 3#5L=4.00m 3#5L=4.80m 3#5L=2.20m 0.30m 4.83m 30mx.35m 0.30m 0.15m .83m 30mx.35m A B C D E F VC-002 0.30mx0.40m 127 \U+03B5 #3 L=0.88m CANT 1 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 5\U+03B5#3 c/.20 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 7\U+03B5#3 c/.20 3\U+03B5#3 c/.20 3\U+03B5#3 c/.20 9\U+03B5#3 c/.20 120 100 320 127\U+03B5#3 L=880mm 200 400 Detalle medidas en mm 2#4L=6.00m 2#4L=4.21m 2#4L=3.95m 2#4L=6.00m 2#4L=4.80m 2#4L=6.00m 2#4L=5.60m 2#4L=4.10m A B C D E F VC-001 0.30mx0.40m 127 \U+03B5 #3 L=1.28m CANT 2 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 5\U+03B5#3 c/.20 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 7\U+03B5#3 c/.20 3\U+03B5#3 c/.20 3\U+03B5#3 c/.20 9\U+03B5#3 c/.20 220 100 320 127\U+03B5#3 L=1280mm 300 400 Detalle medidas en mm 3#5L=6.00m 3#5L=4.21m 3#5L=3.95m 3#5L=6.00m 3#5L=4.80m 3#5L=6.00m 3#5L=5.60m 3#5L=4.10m 0.25m 3.25m .30mx.40m 0.25m 3.30m .20mx.40m 0.30m 0.30m 0.30m 0.30m 0.30m 3.35m .30mx.40m 2.86m .30mx.40m 2.84m .30mx.40m 4.00m .30mx.40m 0.25m 3.40m .20mx.40m 0.25m 0.25m 0.25m 0.25m 2.91m .20mx.40m 2.89m .20mx.40m 4.05m .20mx.40m 1 2 3 0.25m 4.85m .20mx.40m 0.25m 0.25m 2.48m .20mx.40m 2#4L=3.10m 2#4L=5.75m 2#4L=3.10m VC-003 0.20mx0.40m 54 \U+03B5 #3 L=0.88m CANT 1 2#4L=3.95m 220 100 320 54\U+03B5#3 L=1280mm 300 400 Detalle medidas en mm 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 14\U+03B5#3 c/.20 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 1 2 3 0.30m 4.83m .30mx.40m 0.25m 0.30m 2.45m .30mx.40m 2#5L=3.10m 2#5L=5.75m 2#5L=3.10m VC-004 0.30mx0.40m 54 \U+03B5 #3 L=1.28m CANT 5 2#5L=3.95m 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 14\U+03B5#3 c/.20 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 120 100 320 54\U+03B5#3 L=880mm 200 400 Detalle medidas en mm VTA-101 VTA-104 VTA-101 VTA-101 VTA-101 VTA-101 VTA-101 VTA-101 1 2 VTA-101 0.12mx0.35m 54 \U+03B5 #3 L=0.46m CANT 7 1#5L=6.30m 1#5L=6.30m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 4\U+03B5#3 c/.15 7\U+03B5#3 c/.15 7\U+03B5#3 c/.10 42\U+03B5#3 L=460mm 120 350 Detalle medidas en mm 2 VTA-102 0.12mx0.35m 29 \U+03B5 #3 L=0.46m CANT 3 1#5L=4.10m 1#5L=4.10m VTA-102 VTA-102 VTA-102 VTA-103 VTA-103 VTA-103 2 VTA-103 0.12mx0.35m 36 \U+03B5 #3 L=0.46m CANT 3 1#5L=4.10m 1#5L=4.10m 9\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 6\U+03B5#3 c/.15 29\U+03B5#3 L=460mm 120 350 Detalle medidas en mm 36\U+03B5#3 L=460mm 120 350 Detalle medidas en mm 9\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 6\U+03B5#3 c/.15 VTA-105 2 1 VTA-104 0.15mx0.35m 39 \U+03B5 #3 L=0.46m CANT 1 1#5L=6.30m 1#5L=6.30m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 4\U+03B5#3 c/.15 7\U+03B5#3 c/.15 0.25m 2.16m .12mx.35m 2.58m .12mx.35m 0.83m .12mx.35m .15m .25m .15m .12m 1.03m .12mx.35m 2.53m .12mx.35m 2 1 VTA-105 0.15mx0.35m 39 \U+03B5 #3 L=0.92m CANT 1 2#4L=6.30m 2#4L=6.30m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 4\U+03B5#3 c/.15 7\U+03B5#3 c/.15 39\U+03B5#3 L=920mm 90 50 270 150 350 Detalle medidas en mm 39\U+03B5#3 L=460mm 120 350 Detalle medidas en mm .15m .30m .12m .15m .30m .15m .12mx.35m .12mx.35m 1.03m 2.53m .12mx.35m .83m .25m .12mx.35m 2.16m .12mx.35m 2.58m .15m .25m .25m .15mx.35m 2.16m .15mx.35m 2.58m .25m .15m 7\U+03B5#3 c/.10 R-101 R-102 R-103 0.15mx0.35m 113\U+03B5 #3 L=0.92m CANT 1 B C D E F 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 12\U+03B5#3 c/.15 2#4L=3.25m 2#4L=4.21m 2#4L=3.95m 2#4L=2.20m 2#4L=6.00m 2#4L=5.60m 7\U+03B5#3 c/.10 0.30m 0.30m 0.30m 0.30m 3.35m .15mx.35m 2.86m .15mx.35m 2.84m .15mx.35m 4.00m .15mx.35m 0.30m 0.30m 0.30m 0.30m 3.35m 2.86m 2.84m 4.00m 0.15m .15mx.35m .80m 7\U+03B5#3 c/.10 10\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 8\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 16\U+03B5#3 c/.15 2#4L=4.10m 2#4L=4.65m 2#4L=2.70m 4\U+03B5#3 c/.10 .30m .46m .15mx.35m .12m 113\U+03B5#3 L=920mm 90 50 270 150 350 Detalle medidas en mm R-103 R-104 R-103 R-103 F E B C D R-101 0.15mx0.35m 50\U+03B5 #3 L=0.92m CANT 1 50\U+03B5#3 L=920mm 90 50 270 150 350 Detalle medidas en mm 2#4L=5.75m 2#4L=2.10m 2#4L=3.45m 2#4L=4.45m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 12\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 10\U+03B5#3 c/.15 R-102 0.15mx0.35m 30\U+03B5 #3 L=0.92m CANT 1 30\U+03B5#3 L=920mm 90 50 270 150 350 Detalle medidas en mm 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 16\U+03B5#3 c/.15 2#4L=4.60m 2#4L=4.60m .30m .15mx.35m 3.35m .15mx.35m 2.86m .30m .30m .30m .15mx.35m 4.00m .30m R-104 0.12mx0.35m 46\U+03B5 #3 L=0.92m CANT 1 2#4L=6.60m 2#4L=6.60m 7\U+03B5#3 c/.10 0.30m 0.30m 0.30m 2.86m .12mx.35m 2.84m .12mx.35m 0.30m 0.30m 0.30m 2.86m 2.84m 7\U+03B5#3 c/.10 10\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 8\U+03B5#3 c/.15 C D E VTA-201 VTA-201 VTA-201 VTA-201 VTA-201 VTA-201 VTA-201 2 1 VTA-201 0.12mx0.35m 46 \U+03B5 #3 L=0.46m CANT 7 1#5L=6.30m 1#5L=6.30m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 4\U+03B5#3 c/.15 7\U+03B5#3 c/.15 7\U+03B5#3 c/.10 46\U+03B5#3 L=460mm 120 350 Detalle medidas en mm 0.25m 2.16m .12mx.35m 2.58m .12mx.35m 0.83m .12mx.35m .15m .25m .15m VTA-202 VTA-202 VTA-202 2 1 VTA-202 0.12mx0.35m 39 \U+03B5 #3 L=0.46m CANT 3 1#5L=5.35m 1#5L=5.35m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 4\U+03B5#3 c/.15 7\U+03B5#3 c/.15 39\U+03B5#3 L=460mm 120 350 Detalle medidas en mm 0.25m 2.16m .12mx.35m 2.58m .12mx.35m .15m .25m VTA-203 VTA-203 VTA-204 2 VTA-203 0.12mx0.35m 37 \U+03B5 #3 L=0.46m CANT 2 37\U+03B5#3 L=460mm 120 350 Detalle medidas en mm 1#5L=5.10m 1#5L=5.10m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 9\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.15 .15m .12m .25m .15m 1.03m .12mx.35m 2.58m .12mx.35m .83m .12mx.35m 2 VTA-204 0.12mx0.35m 28 \U+03B5 #3 L=0.46m CANT 1 28\U+03B5#3 L=460mm 120 350 Detalle medidas en mm 1#5L=3.90m 1#5L=3.90m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.15 .15m .25m .15m 2.58m .12mx.35m .83m .12mx.35m VTA-205 VTA-206 2 1 VTA-205 0.15mx0.35m 39 \U+03B5 #3 L=0.46m CANT 1 1#5L=6.30m 1#5L=6.30m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 4\U+03B5#3 c/.15 7\U+03B5#3 c/.15 2 1 VTA-206 0.15mx0.35m 39 \U+03B5 #3 L=0.92m CANT 1 2#4L=6.30m 2#4L=6.30m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 4\U+03B5#3 c/.15 7\U+03B5#3 c/.15 39\U+03B5#3 L=920mm 90 50 270 150 350 Detalle medidas en mm 39\U+03B5#3 L=460mm 120 350 Detalle medidas en mm .25m .12mx.35m 2.16m .12mx.35m 2.58m .15m .25m .25m .15mx.35m 2.16m .15mx.35m 2.58m .25m .15m R-201 R-202 R-203 R-203 R-204 R-203 0.15mx0.35m 113\U+03B5 #3 L=0.92m CANT 1 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 12\U+03B5#3 c/.15 2#4L=3.25m 2#4L=4.21m 2#4L=3.95m 2#4L=2.20m 2#4L=6.00m 2#4L=5.60m 7\U+03B5#3 c/.10 0.30m 0.30m 0.30m 0.30m 3.35m .15mx.35m 2.86m .15mx.35m 2.84m .15mx.35m 4.00m .15mx.35m 0.30m 0.30m 0.30m 0.30m 3.35m 2.86m 2.84m 4.00m 0.15m .15mx.35m .80m 7\U+03B5#3 c/.10 10\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 8\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 16\U+03B5#3 c/.15 2#4L=4.10m 2#4L=4.65m 2#4L=2.70m 4\U+03B5#3 c/.10 .30m .46m .15mx.35m .12m 113\U+03B5#3 L=920mm 90 50 270 150 350 Detalle medidas en mm F E B C D R-201 0.15mx0.35m 50\U+03B5 #3 L=0.92m CANT 1 50\U+03B5#3 L=920mm 90 50 270 150 350 Detalle medidas en mm 2#4L=5.75m 2#4L=2.10m 2#4L=3.45m 2#4L=4.45m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 12\U+03B5#3 c/.15 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 10\U+03B5#3 c/.15 R-202 0.15mx0.35m 30\U+03B5 #3 L=0.92m CANT 1 30\U+03B5#3 L=920mm 90 50 270 150 350 Detalle medidas en mm 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 16\U+03B5#3 c/.15 2#4L=4.60m 2#4L=4.60m .30m .15mx.35m 3.35m .15mx.35m 2.86m .30m .30m .30m .15mx.35m 4.00m .30m B C D E F D 46\U+03B5#3 L=460mm 120 350 Detalle medidas en mm 17\U+03B5#3 L=460mm 120 350 Detalle medidas en mm R-204 0.12mx0.35m 17\U+03B5 #3 L=0.46m CANT 1 2#4L=2.25m 2#4L=2.25m 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 3\U+03B5#3 c/.15 301 S=20x20 301 S=20x20 120 100 120 102\U+03B5#3 L=680mm 200 200 Detalle medidas en mm B C D E F VG-301 0.20mx0.20m 102 \U+03B5 #3 L=0.68m CANT 2 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 10\U+03B5#3 c/.10 7\U+03B5#3 c/.20 3\U+03B5#3 c/.20 3\U+03B5#3 c/.20 9\U+03B5#3 c/.20 2#4L=4.21m 2#4L=3.95m 2#4L=6.00m 2#4L=6.45m 2#4L=5.60m 2#4L=4.10m 0.30m 0.30m 0.30m 0.30m 0.30m 3.40m .20mx.20m 2.91m .20mx.20m 2.89m .20mx.20m 4.05m .20mx.20m 2#4L=2.35m 302 302 VIGA CANAL VIGA CANAL 1 2 VG-302 0.70mx0.70m 37 \U+03B5 #3 L=1.76m CANT 2 7\U+03B5#3 c/.10 7\U+03B5#3 c/.10 23\U+03B5#3 c/.15 2#4L=5.25m 4#4L=5.25m 0.30m 4.83m 30mx.35m 0.30m 700 500 100 100 700 400 620 320 620 100 100 37\U+03B5#3 L=1760mm Detalle medidas en mm 0.30 DETALLE ESC:1:20 0.30mx0.30m 0.30mx0.30m 9E#3c/.15 N. 0.00 5 5 5 0.30 9E#3c/.15 9E#3c/.15 3#5L=4.55m 1B=1C=1D=1E=1F 2B=2C=2D=2E=2F 5 5 8E#3c/.10 5 0.30mx0.30m C1 N. 9.75 81E#3 L=1.08m 0.30x0.30 0.22x0.22 A A 1 1 5 8E#3c/.10 8E#3c/.10 9E#3c/.15 6E#3c/.10 6E#3c/.10 9E#3c/.15 5 3#4L=4.70m 3#4L=4.25m 0.30 0.30 3#5L=4.55m 3#4L=4.70m 3#4L=4.25m 0.30 DETALLE ESC:1:20 0.25mx0.25m 9E#3c/.15 N. 0.00 5 5 5 0.30 8E#3c/.15 9E#3c/.15 2#4L=5.20m 1A=2A=3A=3B 3C=3D=3E=3F 5 8E#3c/.10 C2 N. 3.35 34E#3 L=0.88m 0.25x0.25 0.17x0.17 A A 1 1 0.30 0.30 2#4L=5.20m .10 .10 .22 81#3L=.42 I GANCHO 15.0 12.5 76 89 57 67 205 169 154 131 25.0 20.0 17.5 133 115 95 111 134 155 350 286 240 176 210 244 D C B A BARRA(Cm) 3 4 5 6 7 65 65 9.5 12.7 76 89 65 15.9 19.1 22.2 # BARRA E d Fy=420 Mpa ESTANDAR A 180 LONGITUDES PARA GANCHOS 8 27.5 152 178 381 279 102 25.4 2 GANCHOS 30 25 35 40 50 LONGITUD ADICIONAL DE 55 2 GANCHOS I GANCHO 25 35 60 50 45 12.5 17.5 171 128 22.5 25.0 30.0 300 258 215 LONGITUD ADICIONAL DE BARRA(Cm) A 3 4 7 6 5 166 222 57 76 12.7 9.5 152 114 44 33 278 334 388 95 115 133 22.2 19.1 15.9 191 266 229 78 67 56 BARRA # B C D d E Fy=420 Mpa ESTANDAR A 90 LONGITUDES PARA GANCHOS 8 70 35.0 343 444 152 25.4 305 89 Dd DETALLE GANCHOS L ESTRIBOS 8.0 6.0 En cm Dd 5.0 4.0 #4 #3 d #11 #14 y #18 20 mm 40 mm 40 mm LOSAS, MUROS Y VIGUETAS COLUMNAS VIGAS Y (CONCRETO VACIADO EN SITIO) C.7.7.1 RECUBRIMIENTOS MINIMOS d #5 >#5 - #18 40 mm 50 mm 70 mm EN CONTACTO CON EN CONTACTO CON SUELO DE RELLENO LA TIERRA MURO EN BLOQUE DE ARCILLA 1 d3/8 MORTERO DETALLE AMARRE MUROS DIVISORIOS MURO DE FACHADA EN LADRILLO 1 d3/8 MORTERO DETALLE AMARRE MUROS DE FACHADA GRAFIL Q4 EMBEBIDO EN LA PEGA DETALLE AMARRE ANTEPECHOS DETALLE VIGA DE ENTREPISO VIGA DE ENTREPISO refuerzo=VARIABLE COLUMNA COLUMNA EØ3/8" C/0.10M EØ3/8" C/0.15M DETALLE VIGA FUNDICION 6d5/8" fld3/8"cada 0.07 bordes CASETON DE GUADUA VARIABLE CORTE TIPICO DE PLACA .12 .30 .05 .35 .12 GRAFIL d 4.5mm-.15c/c 1#2- .20c/c ó ANTEPECHOS .15 .15 1 1 INCRUSTAR EN PEGA CAPACIDAD MODERADA DE ESPECIFICACIONES DISIPACION DE ENERGIA DMO C.M. 6.90 KN/m² C.V. 1.8 KN/m² Fy = 420 MPa > 3/8'' GRUPO DE USO I Fc = 21 MPa _ Fy = 420 MPa = 1/4'' NOTAS: -ESTRUCTURA CON CAPACIDAD MODERADA DE DISIPACION DE ENERGIA (DMO) -GRUPO DE USO I -CARGA VIVA= 2.0 KN/m² (200 kgf/m²) VIVIENDA -CONCRETO COLUMNAS: F´c = 21 MPa (210 kgf/cm²) -CONCRETO VIGAS: F´c = 21 MPa (210 kgf/cm²) -ACERO: Fy = 420 MPa (4200 kgf/cm²) PARA #4 Y MAYORES Fy = 240 MPa (2400 kgf/cm²) PARA #3 Y #2 ESC. 1:25 y 20 cm centro ESC.1:25 ESC.1:25 -CONCRETO ZAPATAS: F´c = 21 MPa (210 kgf/cm²) -MEDIDAS EN METROS (m) Y MILIMETROS (mm) 1 2 3 4 6 7 8 9 10 11 12 13 16 14 5 4 3 1 2 5 6 7 8 9 10 11 12 13 14 15 16 \A1;NOTA: -CONCRETO DE ESCALERA= 21MPa (210kg/cm\S2^ ;) 3000psi -Secuencia Constructiva: -Preveer hierros para escalera -Levantar muro en mamposteria -Fundir columnetas -Fundir losa de escalera #4 c/.20 MURO EN MAMPOSTERIA REFORZADA .35 VG- NE+3.35 .30 3.30 1#4 L=3.80m-.20c/c. .20 1.00 1#4 L=1.20m-.20c/c. .20 1 16 5 5 5 11x0.27=2.97m 16x0.18=2.90 5 ESCALERA TIPO 1: ESC.1:25 15 MURO EN MAMPOSTERIA REFORZADA .35 VG- NE+3.35 5 #4 c/.20 2.20 1#4 L=3.60m-.20c/c. .20 .60 1.35 1#4 L=1.85m-.20c/c. .20 .30 .40 .20 MURO EN MAMPOSTERIA REFORZADA #4 c/.20 4x0.27=1.08 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .10 2.80 1#4 L=3.70m-.20c/c. .60 .20 .20 1#4 L=1.10m - .20c/c. .90 ESCALERA TIPO 2: ESC.1:25 .12m .15mx.35m 4.00m .30m ESC 1:25 ESC 1:10 ESC 1:10 ESC 1:10 ESC. 1:25 ESC. 1:25 \A1;NOTA: -CONCRETO DE ESCALERA= 21MPa (210kg/cm\S2^ ;) 3000psi -Secuencia Constructiva: -Preveer hierros para escalera -Levantar muro en mamposteria -Fundir columnetas -Fundir losa de escalera PLANTA DE LOCALIZACION Y DESARROLLO DE COLUMNAS LOCACOL.DWG ESCALA INDICADA 02 01 PLANTA ESTRCUTURAL DE CIMENTACION NIVEL +0.10m CIM.DWG ESCALA INDICADA 03 01 PLANTA ESTRUCTURAL NIVEL +3.35m PISO2.DWG ESCALA INDICADA 04 01 PLANTA ESTRUCTURAL NIVEL +6.70m PISO3.DWG ESCALA INDICADA 05 01 PLANTA ESTRUCTURAL NIVEL CUBIERTA CUB.DWG ESCALA INDICADA 06 01 DETALLLES DE CIMENTACION DCIM.DWG ESCALAS INDICADAS 07 01 DESPIECES VIGAS CIMENTACION DVIG1.DWG ESCALA 1:75 LA MISMA DE LAS PLANTAS ESTRUCTURALES 08 01 DESPIECES VIGAS NIVEL +3.35m DVIG2.DWG ESCALA 1:75 LA MISMA DE LAS PLANTAS ESTRUCTURALES 09 01 DESPIECES VIGAS NIVELES +3.35m, +6.70m & +9.75m DVIG3.DWG ESCALA 1:75 LA MISMA DE LAS PLANTAS ESTRUCTURALES 10 01 DESPIECES VIGUETAS PLACA ENTRE PISO NIVEL +3.35m DVTA1.DWG ESCALA 1:75 LA MISMA DE LAS PLANTAS ESTRUCTURALES 11 01 DESPIECES VIGUETAS PLACA ENTRE PISO N+3.35m & N+6.70m DVIG1.DWG ESCALA 1:75 LA MISMA DE LAS PLANTAS ESTRUCTURALES 12 01 DESPIECES VIGUETAS PLACA ENTRE PISO N+6.70m DVIG1.DWG ESCALA 1:75 LA MISMA DE LAS PLANTAS ESTRUCTURALES 13 01 DESPIECES COLUMNA TIPO 1 DC1.DWG ESCALA INDICADA 14 01 DESPIECES COLUMNA TIPO 2 DC2.DWG ESCALA INDICADA 15 01 DETALLES PLACA ENTRE PISO DTP.DWG ESCALA INDICADA 16 01 1:75 1:75 1:75 1:75 1:75 1:25 1:75 1:75 1:75 1:75 1:75 1:50 1:50 1:10 1:75 DETALLES ESTRUCTURALES DTE.DWG ESCALA INDICADA 17 01 1:25 DETALLES ESTRUCTURALES ESCALERA TIPO 1 ESC1.DWG ESCALA INDICADA 18 01 DETALLES ESTRUCTURALES ESCALETA TIPO 2 ESC2.DWG ESCALA INDICADA 19 01 DETALLES NO ESTRUCTURALES NOEST1.DWG ESCALA INDICADA 20 01 DETALLES NO ESTRUCTURALES NOEST2.DWG ESCALA INDICADA 21 01 1:25 1:25 1:25 1:10 1:20 1:50 1:20

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, barn, block, cover, dach, details, DWG, hangar, Housing, lagerschuppen, PLANES, roof, shed, structural, structurals, structure, terrasse, toit