Structures DWG Detail for AutoCAD

Structures plane – Two plants – Details

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

planter, garden, lift gate, cl., first floor, new roof projection, study, projection of the old roof, bedroom, living room, dinning room, yard, kitchen, cl., bath, bedroom, car port, dinning room, cl., TV., s.s.h.h., cl., garden, balcony, dinning room, kitchen, bedroom, s.s.h.h., kitchen, bedroom, s.s.h.h., star, bedroom, star.tv., second, bedroom, wood glass, wood glass, counterplate, of lifting iron, counterplate, counterplate, wood glass, wood glass, wood glass, wood glass, width, height, ledge, vain box, windows, kind, wood glass, glazed, vain box, width, doors, high, kind, iron door, Mr. augusto hidalgo flowers. Mrs. dina obregón verayendi, mz lt. asoc magisterial of July pamplona baja s.j.m., lightened ceiling, double mesh, double mesh, lightened ceiling, edge, esc, beam of, esc, esc, esc, color, color, reinforcement of the lintel beam, typical detail of, scale, tempd, Detail of the lightened slab, these values are in accordance with current regulations, design resistant earthquake, knot, displacement: load game knot ax, Permissible lateral displacement, of the analysis:, height between floors, in both are, case: more unfavourable, reinforced concrete, rule, seismic coefficient, soil factor, ductility factor, zone factor, for obtaining the given values, the following has been considered:, building of apartments multifamily housing in, the current national building regulations, braced with reinforced concrete columns beams., the present value of agreement has been considered as indicated in, building with structural system of masonry confined, use factor, notes:, settings, intermediate floor profile, lima iii, seismic parameters, value, cutting anchor, delivery of joists, auction of columns, second, first floor

Raw text data extracted from CAD file:

NPT.±0.00 NPT+2.90 V1 \A1;24.18 \A1;1.85 \A1;3.00 \A1;.15 \A1;3.10 \A1;3.20 \A1;.80 \A1;.15 \A1;3.68 \A1;21.16 \A1;24.18 \A1;6.25 \A1;3.20 \A1;.15 \A1;.95 \A1;.80 \A1;.15 \A1;4.66 \A1;3.65 \A1;.15 \A1;1.30 \A1;9.40 \A1;.25 \A1;4.08 \A1;3.07 \A1;3.02 \A1;3.12 \A1;.15 \A1;.15 \A1;.81 \A1;2.62 \A1;.16 \A1;6.42 \A1;2.97 \A1;.16 \A1;.18 \A1;.15 \A1;7.40 \A1;.25 \A1;.25 \A1;.70 \A1;.25 \A1;.25 \A1;.15 \A1;4.35 \A1;4.25 \A1;6.40 \A1;R1.25 \A1;1.25 \A1;1.25 \A1;1.99 \A1;1.09 \A1;.15 \A1;R1.84 \A1;.18 \A1;.12 \A1;.25 \A1;.25 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;2.98 \A1;.15 \A1;.15 \A1;.15 \A1;2.30 \A1;9.68 \A1;1.63 \A1;.15 \A1;2.17 \A1;.15 \A1;.81 \A1;.15 \A1;2.62 \A1;.16 \A1;21.16 \A1;4.15 \A1;.15 \A1;.15 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 V7 V6 V7 V5 V4 V3 V2 JARDINERA 02 01 NPT+0.20 V1 JARDIN JARDIN Puerta levadiza P4 NPT+0.20 NPT+0.20 NPT+0.20 NPT+0.20 NPT+0.20 NPT+0.20 NPT+0.20 NPT+0.20 NPT±0.00 NPT+0.20 15 14 13 12 11 10 09 08 07 06 05 04 03 02 01 P4 P4 P4 P4 P2 P4 P3 P1 P2 P2 P1 CL. -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 PRIMER PISO -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 proyeccion del techo nuevo -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 ESTUDIO -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 proyeccion del techo ANTIGUO DORMITORIO DORMITORIO SALA COMEDOR PATIO COCINA CL. BAÑO DORMITORIO DORMITORIO CAR PORT -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 COMEDOR V2 V13 V12 V13 V14 V7 V6 V5 V11 V2 V11 V1 V10 V9 V8 P2 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 NPT+2.80 15 14 13 12 11 10 09 08 07 06 05 04 03 02 01 P4 P4 P4 P4 P4 P5 P7 P4 P4 P6 P5 P4 P4 CL. TV. -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 S.S.H.H. -659.7674333498596 -659.7674333498596 -659.7674333498596 CL. -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 JARDIN BALCON -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 COMEDOR COCINA DORMITORIO -659.7674333498596 S.S.H.H. COCINA DORMITORIO DORMITORIO S.S.H.H. STAR DORMITORIO STAR.TV. SEGUNDO PISO-TIPICO DORMITORIO DORMITORIO -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 -659.7674333498596 0.80 1.88 1.20 1.20 1.20 1.20 MADERA Y VIDRIO MADERA Y VIDRIO V13 V14 MADERA Y VIDRIO MADERA Y VIDRIO 2.00 2.00 0.40 0.40 0.38 0.50 V12 V13 CONTRAPLACADA DE FIERRO LEVADIZA P7 0.88 2.10 CONTRAPLACADA CONTRAPLACADA P6 0.75 2.40 CONTRAPLACADA P5 0.70 2.10 MADERA Y VIDRIO V12 1.20 2.12 1.20 V11 V10 V9 MADERA Y VIDRIO 0.50 0.50 1.20 1.00 2.90 1.90 1.90 1.20 1.20 MADERA Y VIDRIO MADERA Y VIDRIO MADERA Y VIDRIO MADERA Y VIDRIO MADERA Y VIDRIO 1.90 2.19 1.20 1.85 0.50 1.20 V8 V7 V5 V6 1.20 1.20 2.04 1.20 1.90 1.20 V4 V3 V2 V1 MADERA Y VIDRIO 1.20 0.50 0.50 0.50 1.80 3.00 1.20 1.90 0.57 1.90 ANCHO ALTURA 1.51 1.90 ALFEIZAR CUADRO DE VANOS VENTANAS TIPO MADERA Y VIDRIO MADERA Y VIDRIO MADERA Y VIDRIO MADERA Y VIDRIO APANELADA 2.10 0.80 P4 CUADRO DE VANOS P1 P3 P2 ANCHO 3.00 0.86 0.90 PUERTAS 2.60 2.10 2.10 ALTO TIPO PUERTA DE FIERRO VP104 VP104 P4 \A1;0.20 \A1;0.15 \A1;1.45 \A1;.90 \A1;.65 \A1;1.05 \A1;.65 \A1;1.05 \A1;1.60 \A1;.95 \A1;.60 \A1;.95 \A1;3.10 \A1;1.05 \A1;.65 \A1;1.05 \A1;.65 \A1;.50 \A1;.48 \A1;4.42 \A1;.90 \A1;.90 \A1;3.10 \A1;.65 \A1;1.05 \A1;1.59 \A1;.34 \A1;.55 \A1;.50 \A1;.80 \A1;.48 \A1;.65 \A1;1.05 \A1;3.61 \A1;1.21 \A1;.75 \A1;.65 \A1;1.05 \A1;3.10 \A1;1.05 \A1;.65 \A1;1.21 \A1;.75 \A1;.50 \A1;.65 \A1;1.05 \A1;.65 \A1;1.05 \A1;.95 \A1;1.45 \A1;.90 \A1;.65 \A1;1.05 \A1;.75 \A1;1.16 \A1;.75 \A1;1.16 \A1;0.25 \A1;0.50 \A1;0.20 \A1;0.50 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.50 \A1;0.15 \A1;2.99 \A1;3.00 \A1;.60 \A1;1.00 \A1;.90 \A1;.60 \A1;3.00 \A1;1.00 \A1;2.06 \A1;.70 \A1;.42 \A1;1.50 \A1;.50 \A1;3.00 \A1;.60 \A1;.60 \A1;1.00 \A1;4.22 \A1;1.45 \A1;.85 \A1;.38 \A1;.15 \A1;.18 \A1;.43 \A1;4.63 \A1;1.55 \A1;.65 \A1;1.05 \A1;.50 \A1;.50 \A1;3.00 \A1;1.00 \A1;.60 \A1;2.68 \A1;.54 \A1;.54 \A1;4.25 \A1;0.30 \A1;0.30 \A1;0.70 a 1.00 \A1;0.05 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 SR. AUGUSTO HIDALGO FLORES. Y Sra. DINA OBREGÓN VERAYENDI MZ L Lt. 5 ASOC. MAGISTERIAL 6 DE JULIO PAMPLONA BAJA S.J.M. \A1;H \A1;.15 \A1;.15 \A1;.15 \A1;H-.06 \A1;.02 \A1;.13 \A1;.20 \A1;.20 \A1;.57 \A1;.57 6 10 8 7 9 5 4 3 2 1 11 6 10 8 7 9 5 4 3 2 1 11 6 10 8 7 9 5 4 3 2 1 11 6 10 8 7 9 5 4 3 2 1 11 TECHO ALIGERADO VB VP102 VP102 VP110 VB VB VB VB VB VB VP101 VP101 VP103 VP103 VP104 VP104 VP105 VP105 VP105 VP105 VP106 VP106 VP107 VP107 VP107 VP108 VP108 VP108 VP108 VP109 VP110 VP110 VP110 VP110 VP110 VP110 VP112 VP112 VP112 VP111 VP112 VP112 VP115 VB VP113 VP114 VP117 VP117 VP117 VP117 VP117 VP117 VP201 VP201 VP212 VP202 VB VP203 VP203 VP202 VB VP217 VP217 VP204 VP204 VP212 VP215 VP217 VP205 VP205 VP205 VP217 VP212 VP210 VP206 VP206 VP212 VP217 VP207 VP207 VP207 VP214 VB VB VP212 VP217 VP208 VP208 VP208 VP208 VP213 VP209 VP204 VP212 VP210 VP210 VP210 VP210 VP210 VP210 VP205 A B C D E F G H I J A B C D E F G H I J K C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C3 C4 C5 C4 P1 C4 C5 C4 C3 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 P1 C2 C1 C1 C1 C1 DOBLE MALLA Ø1/2" @.20 h=.20 DOBLE MALLA Ø1/2" @.20 h=.20 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 1 Ø3/8" 1 Ø1/2" 1 Ø3/8" 1 Ø1/2" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 1 Ø1/2" 1 Ø3/8" 1 Ø3/8" 1 Ø1/2" 1 Ø3/8" 1 Ø3/8" 1 Ø1/2" 1 Ø3/8" h=0.20 s/c=200 kg/m2 h=0.20 s/c=200 kg/m2 TECHO ALIGERADO 5 2ø1/2" 2ø1/2" 5 d1/4" R@0.20 C/E 1@0.05,4@0.10 BORDE (.15x.20) ESC 1/25 VIGA DE 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 1 Ø1/2" 1 Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 1 Ø1/2" 1 Ø3/8" 1 Ø3/8" 1 Ø1/2" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 5 5 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 5 1 Ø1/2" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 5 1 Ø3/8" 5 1 Ø3/8" 5 1 Ø1/2" 5 1 Ø1/2" 5 1 Ø3/8" 1 Ø3/8" 1 Ø1/2" 1 Ø1/2" 1 Ø3/8" 5 5 1 Ø3/8" 1 Ø1/2" 5 1 Ø1/2" 5 1 Ø1/2" 5 5 5 5 VP 103 2ø1/2" 1ø1/2" 2ø5/8" ESC 1/20 2ø5/8" 5 VP 104 VP 204 5 5 5 5 5 2ø5/8" ESC 1/20 VP 102 VP 202 2ø5/8" 1ø1/2" 2ø1/2" 5 5 2ø1/2" 2ø5/8" 1ø1/2" VP 201 ESC 1/20 VP 101 2ø5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 Ø3/8" 1 Ø3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COLOR 171----0.35 COLOR 8----0.2 AMARILLO------0.20 MAGENTA------0.3 RESTO------0.1 NEGRO------0.4 CYAN--------0.3 ROJO--------0.2 COLOR 9------0.10 AZUL--------0.6 VERDE------0.2 2d1/2"+1d3/8" 2d1/2"+1d3/8" 0.30 0.30 0.70 a 1.00 a REFUERZO DE LA VIGA DINTEL a DETALLE TIPICO DE ESCALA 1/25 5 0.15 0.20 5 5 d Tempd 1/4@.25 DETALLE DE LA LOSA ALIGERADA 5 5 ESC:1/12.5 5 2.- Estos valores estan deacuerdo a las normas vigentes DE DISEÑO SISMO RESISTENTE E - 0.30 - NUDO 1 27.24 x 10 28.18 x 10 - NUDO 4 18.44 x 10 23.08 x 10 DESPLAZAMIENTO: JUEGO DE CARGA N°4 NUDO 1,4 AX ( 27.24x10 - 18.48x10) x6=0.0023 ( 28.18x10 - 23.08x10) x6=0.00000013 DESPLAZAMIENTO LATERAL PERMISIBLE he he ( Ax -A y4) ( Ax 1 - Ax4 -4 -4 R = R = dx = dy = DEL ANALISIS: ALTURA ENTRE PISO h=2.30 EN AMBOS SON 2.30 Y 0.007 CASO: MAS DESFABORABLE R = 6 CONCRETO ARMADO 0.0007 NORMA Di/hei -4 -4 2.30 -4 -4 -8 -8 2.30 COEFICIENTE SISMICO FACTOR DE SUELO FACTOR DE DUCTIBILIDAD FACTOR DE ZONA 1.- Para la obtencion de los valores dados se ha considerado lo siguiente: U= EDIFICACION DE 3 PISOS VIVIENDA MULTIFAMILIAR EN R-4 EL REGLAMENTO NACIONAL DE CONSTRUCIONES VIGENTE E-0.30 ARRIOSTADA CON VIGAS Y COLUMNAS DE CONCRETO ARMADO. C= SE HA CONSIDERADO EL PRESENTE VALOR DE ACUERDO A LO INDICADO EN RY= EDIFICACION CON SISTEMA ESTRUCTURAL DE ALBAÑILERIA CONFINADA FACTOR DE USO U C S Ry Notas: Z PARAMETROS S= PERFIL S2 SUELOS INTERMEDIOS Z= LIMA (ZONA - III ) PARAMETROS SISMICOS 1.0 6.0 1.2 2.5 VALOR 0.4 ANCLAJE DE CORTES H .15 ENTREGA DE VIGUETAS \A1;.05 \A1;Resto s/cuadro 6@.10 .15 .15 H-.06 .02 .13 REMATE DE COLUMNAS .20 .20 SEGUNDO PISO-TIPICO PRIMER PISO VP 203 VP 105 VP 106 VP 107 VP 205 VP 109 VP 210 VP 206 VP 207 VP 201 VP 206 VP 108 VP 110 VP 112 VP 113 VP 212 VP 214 VP 114 VP 115 VP 117 5 5 VP 213 VP 215 VP 217

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	autocad, barn, cover, dach, DETAIL, details, DWG, hangar, lagerschuppen, plane, plants, roof, shed, structure, structures, terrasse, toit

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