Structural Plan DWG Detail for AutoCAD

Structural Plan DWG Detail for AutoCAD

Foundations Structural Plan; box columns; macizado slab; Constructive details

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

– bearing capacity of the floor, – overlaps and bends according to the cec, – level of foundation, – resistance of the concrete in chains, columns, stairs and slabs, – resistance of the concrete in plinths, – replantillo, – limit of yield of the steel, foundation plant, dimensions, plinth box, location, no., type, xx, yy, armor, level, armed mooring chains, x – x direction, niv :, ubic., column table, y – y direction, armed general of plinths, replant hs, reinforcement xx, reinforcement yy, distribution abutments – chain type, nv in plan, simbology, lower iron, upper iron, in beams, distribution of abutments, chain, slab, nc, detail of abutments, foundation, column, perimeter and beam anchor, column, beam, slab type, support brace tiles, inclined, empty, support beam, support beam, masonry, spiral column, a-a ‘cut, mezzanine slab, rungs simple concrete, step plant, spiral column reinforcement, longitudinal reinforcement, tie beam, support beam, collector channel, rain water, support brace, perimeter beam, reinforced hipped tile, reinforced slanted tile, channel detail, spiral step plinth, spiral tier, perimeter beam and ridge, main, plinth, spiral column, reinforced inclined slab, sheet of steel, long., desar., total, weight, observ., – the entire tier will be built as a solid slab with simple concrete steps, and in a spiral column, – the part of the curved harrow will rest on a spiral column making continuity with the support beam, the straight section, techniques :, specifications, material summary

Raw text data extracted from CAD file:

N+/-0.00 Y X \A1;3.00m. \A1;4.00m. \A1;5.10m. \A1;3.70m. \A1;2.00m. \A1;3.30m. \A1;3.05m. \A1;3.15m. \A1;3.00m. \A1;4.00m. \A1;5.10m. \A1;3.70m. \A1;2.00m. \A1;3.30m. \A1;3.05m. \A1;3.15m. \A1;2.70m. \A1;2.70m. 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 \A1;3.05m. 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,40 1,20 1,50 1,20 1,50 1,20 1,50 \A1;2.40m. \A1;3.25m. \A1;3.05m. \A1;.200 \A1;.400 \A1;.400 \A1;.400 \A1;.400 \A1;.025 \A1;.200 \A1;.025 \A1;.025 \A1;.025 \A1;.200 \A1;.025 \A1;.200 \A1;.025 \A1;.025 \A1;.025 1,00 1,00 1,00 1,00 1,00 \A1;.025 \A1;.025 \A1;.025 \A1;.025 \A1;.300 \A1;.200 \A1;.025 \A1;.025 \A1;.025 \A1;.025 \A1;.300 \A1;.200 \A1;Y \A1;H \A1;.075 \A1;X \A1;4.00m. \A1;5.10m. \A1;3.70m. \A1;3.00m. \A1;4.00m. \A1;5.10m. \A1;3.70m. \A1;2.40m. \A1;3.25m. \A1;2.00m. \A1;3.30m. \A1;3.05m. \A1;3.15m. \A1;2.70m. \A1;3.05m. \A1;2.00m. \A1;3.30m. \A1;3.05m. \A1;3.15m. \A1;2.70m. \A1;3.05m. \A1;\A1;\SL/4; \A1;\A1;\SL/4; \A1;.05 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;\A1;\SL/2; \A1;L \A1;\A1;\SL/4; \A1;\A1;\SL/4; \A1;.25 \A1;.55 \A1;.20 \A1;.05 \A1;1/4 \A1;1/2 \A1;1/4 \A1;.55 \A1;1.20 \A1;.55 \A1;2.40 \A1;.40 \A1;1.40 \A1;1/4 \A1;1/4 \A1;1/2 \A1;.60 \A1;1.20 \A1;.60 \A1;.80 \A1;.80 \A1;.80 \A1;.400 \A1;.050 \A1;.200 \A1;.150 \A1;.100 \A1;.100 \A1;.25 \A1;.30 \A1;.250 \A1;.250 \A1;.150 \A1;.40 \A1;.20 \A1;.20 \A1;4.00m. \A1;5.10m. \A1;3.70m. \A1;4.00m. \A1;5.10m. \A1;3.70m. \A1;3.05m. \A1;3.15m. \A1;3.05m. \A1;3.15m. \A1;.025 \A1;.025 \A1;.025 \A1;.025 \A1;.250 \A1;.200 \A1;.025 \A1;.025 \A1;.025 \A1;.025 \A1;.250 \A1;.200 \A1;Y \A1;H \A1;.075 \A1;X \A1;.25 \A1;3.00m. 1,00 1,50 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00 \A1;.40 \A1;.20 \A1;.05 \A1;.05 \A1;.20 \A1;.20 \A1;.20 \A1;.150 \A1;.20 \A1;.20 \A1;.20 \A1;.25 \A1;.20 \A1;.20 B C D E 3.0 4.0 5.100000000000022 3.699999999999818 A 2.0 3.300000000000011 3.05000090039374 3.15000000000009 1' 2 3 4 5 B C D E 3.0 4.0 5.100000000000022 3.699999999999818 A 2.0 3.300000000000011 3.05000090039374 3.15000000000009 2 3 4 5 2.699999099606259 1 2.699999099606429 1 -1.0 -1.0 P2 C2 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd1 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd2 Cd1 Cd1 Cd1 Cd2 Cd2 Cd1 Cd1 Cd1 -1.0 -1.0 P2 C2 -1.0 -1.0 P2 C2 -1.0 -1.0 P2 C2 -1.0 -1.0 P2 C1 -1.0 -1.0 P2 C1 -1.0 -1.0 P2 C2 -1.0 -1.0 P2 C2 -1.0 -1.0 P2 C2 -1.0 -1.0 P2 C2 -1.0 -1.0 P2 C2 -1.0 -1.0 P2 C2 3.04999999999984 6 1.400000000000034 1.399999999999977 1.399999999999977 1.399999999999977 1.400000000000034 1.40000000000009 P3 C3 P3 C3 P3 C3 1.399999999999977 1.399999999999977 P3 C3 1.399999999999977 1.40000000000009 P3 C3 1.40000000000009 1.399999999999977 P3 C3 1.40000000000009 1.40000000000009 P3 C3 1.200000000000045 1.5 P1 C1 1.200000000000045 1.5 P1 C1 1.200000000000045 1.5 P1 C1 N.P.T.+-0.00 N.P.T.+-0.00 N.P.T.+-0.00 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+-0.00 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+0.20 N.P.T.+0.20 - CAPACIDAD PORTANTE DEL SUELO - TRASLAPES Y DOBLECES DE ACUERDO AL CEC - NIVEL DE FUNDACION - RESISTENCIA DEL HORMIGON EN CADENAS, COLUMNAS, ESCALERAS Y LOSAS - RESISTENCIA DEL HORMIGON EN PLINTOS - REPLANTILLO Ps = 18.0 t/m² Mínimo 0,60 m N. = -1,20 m R = 10 cm = 0,10 m f'c = 210 kg/cm² f'c = 180 kg/cm² - LIMITE DE FLUENCIA DEL ACERO fy = 4 200 kg/cm² VIGA 20 x 20 CIM 40 x 40 VIGA 20 x 20 CIM 40 x 40 VIGA 20 x 20 CIM 40 x 40 VIGA 20 x 20 CIM 40 x 40 VIGA 20 x 20 CIM 40 x 40 VIGA 20 x 20 CIM 40 x 40 VIGA 20 x 20 CIM 40 x 40 VIGA 20 x 20 CIM 40 x 40 2.401381812600561 C' PLANTA DE CIMENTACION ESCALA___________________1:100 1.50 DIMENSIONES CUADRO DE PLINTOS UBICACION C6-C'6-D6 X No. TIPO 3 P1 X-X Y H 0.25 1.20 Y-Y ARMADURA NIVEL FUND.(Nf) -1.20 1d12mm @ .15 1.00 A1'-A2-A3-B1'-B2-B4-B5-B6- 17 P2 0.25 1.00 -1.20 30d12Mc100 1.40 B3-C3-C4-C5-D3-D4-D5 7 P3 0.25 1.40 -1.20 C1-C2-D1-D2-E2-E3 3.25 D 3.04999999999984 6 0.2 ARMADO CADENAS AMARRE \A1;HORMIGON CICLOPEO 0.4 0.4 \A1;HORMIGON CICLOPEO Estd8mm 1@10y20cm 0.4 0.4 5 0.2 0.025 0.0249999999999886 0.025 4d12mm CADENA 2 CADENA 1 ESCALA_________________________1:10 4d12Mc200 SENTIDO X - X 4d12Mc201 0.2 Estd8mm 1@10y20cm 5 0.2 0.025 0.0249999999999886 0.0250000000000114 4d12mm -1.0 -1.0 P2 C3 -1.0 -1.0 P2 C3 -1.0 -1.0 P2 C3 -1.0 -1.0 P2 C3 -1.0 -1.0 P2 C3 E4-E5-E6 (10d12mm @ .15) 1d12mm @ .20 18d12Mc101 (6d12mm @ .20) 1d12mm @ .20 85d12Mc102 (5d12mm @ .20) 1d12mm @ .20 85d12Mc102 (5d12mm @ .20) 1d12mm @ .20 49d12Mc103 (7d12mm @ .20) 1d12mm @ .15 63d12Mc103 (9d12mm @ .15) TIPO Nf=-1.20 Nv.+ 3.20 Niv: UBIC. CT1 (5) CUADRO DE COLUMNAS 30d12Mc300 B6-C6-C'6-D6-E6 \A1;145Eø8mm@10 cm Mc 301 6d12mm Mc300 6d12mm Mc300 A1'-A2-A3-B1'-B2- CT2 (10) \A1;290Eø8mm@10 cm Mc 302 60d12Mc300 5 5 \A1;EST.d8mm1@10y20cm 5 5 0.3 8d12mm Mc303 0.2 35Ed8Mc304 B3-B4-B5-C3-C4-C5- CT3 (12) \A1;564Eø8mm@10 cm Mc 304 96d12Mc303 8d12Mc202 12d12Mc203 552Ed8Mc208 4d12Mc204 SENTIDO Y - Y 4d12Mc205 8d12Mc206 12d12Mc207 396Ed8Mc208 Ø.200 ZUNCHO d8mm @.10 5 5 \A1;EST.d8mm1@10y20cm 5 5 0.3 0.2 29Ed8Mc302 C1-C2-D1-D2-E2 D3-D4-D5-E3-E4-E5 Y ARMADO GENERAL DE PLINTOS ESCALA 1______________________________________20 REPLANTILLO H.S. \A1;ARMADURA Y-Y 5 5 \A1;ARMADURA X-X 5 ARMADURA X-X ARMADURA Y-Y Nf=-1.20 TIPO 1,2 Y 3 VigaB1 VigaB1 VigaB1 VigaB1 VigaB1 Viga 2 Viga 2 Viga 2 Viga 2 Viga 2 Viga 2 Viga 2 Viga 2 Viga 2 Viga 2 Viga 1 Viga 1 Viga 1 Viga 1 Viga 1 Viga 1 Viga 1 Viga 1 Viga 1 Viga 1 Viga 2 Viga 2 Viga 2 Viga 2 VigaB1 VigaB1 7d12Mc417 (L=3,10) 5d12Mc416 (L=1,00) 3d12Mc415 (L=1,15) 2d12Mc413(L=2,35) 11d12Mc414 (L=1,40) 9d12Mc413 (L=2,35) 4d12Mc414 (L=1,40) 4d12Mc415 (L=1,15) 6d12Mc401 (L=4,20) 10d12Mc411 (L=9,00) 9d12Mc408 (L=13,00) 9d12Mc402 (L=5,30) 21d12Mc416 (L=1,00) 14d12Mc418 (L=1,70) 8d12Mc417 (L=3,10) 4d12Mc409 (L=9,70) 4d12Mc410 (L=11,70) 6d12Mc419(L=6,40) 11d12Mc412 (L=8,40) 6d12Mc501 (L=4,20) 12d12Mc502 (L=5,30) 12d12Mc508(L=13,00) 11d12Mc511 (L=9,00) 6d12Mc509 (L=9,70) 7d12Mc516 (L=7,90) 6d12Mc510 (L=11,70) 12d12Mc512 (L=8,40) 6d12Mc517 (L=6,40) B C D E 4.0 5.100000000000022 3.699999999999818 A B C D E 3.0 4.0 5.100000000000022 3.699999999999818 A 2.401381812600561 C' ARMADO DE LOSA Nv.+ 2,80 ESCALA___________________1:100 3.25 D 2.0 3.299999999999954 3.050000900393797 3.15000000000009 1' 2 3 4 5 2.699999099606259 1 3.04999999999984 6 2.0 3.299999999999954 3.050000900393797 3.149999999999977 2 3 4 5 2.699999099606429 1 3.04999999999984 6 Distribución Estribos - Cadena TIPO Escala _________________________________________________1:20 0.4000000000000228 0.2 5 @.10 5 @.10 \A1;\SL/2; @.20 0.0499999999976581 0.1 0.1 0.0999999999999773 0.1 0.0999999999999773 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.2000000000000227 0.099999999995157 0.1 0.1 0.1 0.0999999999999545 0.1 0.1 0.1 0.1 0.0499999999976353 2ø12mm 2ø12mm Nv en planta ø 8mm SIMBOLOGIA HIERRO INFERIOR HIERRO SUPERIOR EN VIGAS ESCALA____________________S/E @.20 5 DISTRIBUCION DE ESTRIBOS L 5 @.10 \A1;.05 5 @.10 \A1;.05 cadena cadena losa losa \A1;6Eø8mm@10 cm Mc 304 \A1;6Eø8mm@20 cm Mc 304 \A1;6Eø8mm@10 cm Mc 304 N.C. Detalle de Estribos en Columnas Tipo C1 N.-1.20 N.+0.20 N.±0.00 N. 2,80 0.25 0.55 0.2 0.05 11Eø8mm@10 cm Mc 304 5 5 5 0.55 1.2 0.5500000000000229 2.4 cimiento cimiento 0.4 1.4 N.-0.40 N. 5,20 5 5 5 0.5999999999999774 1.200000000000022 0.5999999999999774 \A1;6Eø8mm@10 cm Mc 304 \A1;6Eø8mm@10 cm Mc 304 \A1;6Eø8mm@10 cm Mc 304 0.0499999999999773 0.2 \A1;2d12mm 5 ANCLAJE COLUMNA ESCALA_________________S/E PERIMETRAL Y VIGA \A1;2d12mm COLUMNA 5 5 COLUMNA VIGA ESCALA_________________________1:10 0.4000000000000228 LOSA TIPO 0.05 0.2 0.15 \A1;NERVIO ESTRUCTURAL 0.0999999999999773 \A1;BLOQUE ALIVIANAMIENTO \A1;HIERRO INFERIOR \A1;HIERRO SUPERIOR \A1;LOSETA DE COMPRESION 0.1 SIMBOLOGIA HIERRO INFERIOR HIERRO SUPERIOR VIGA TIPO 1 Escala 1:25 0.200000000000017 0.2499999999999716 2d12Mc400 L=3,20 21Ed8Mc513 3d12Mc500 L=3,20 2d12Mc404 (L=5,60) 3d12Mc504 (L=5,60) 4d12Mc400 (L=3,20) 6d12Mc500 (L=3,20) 8d12Mc406 (L=5,00) 6d12Mc506 (L=5,00) 2d12Mc405 (L=2,30) 3d12Mc505 (L=2,30) 2d12Mc407 (L=3,60) 3d12Mc507 (L=3,60) 2d12Mc403 (L=3,90) 3d12Mc503 (L=3,90) SENTIDO X - X 2d12Mc401 L=4,20 30Ed8Mc513 3d12Mc501 L=4,20 2d12Mc402 L=5,30 36Ed8Mc513 3d12Mc502 L=5,30 2d12Mc403 L=3,90 27Ed8Mc513 3d12Mc503 L=3,90 2d12Mc404 L=5,60 33Ed8Mc513 3d12Mc504 L=5,60 SENTIDO Y - Y 2d12Mc405 L=1,70 12Ed8Mc513 3d12Mc505 L=1,70 2d12Mc406 L=4,00 27Ed8Mc513 3d12Mc506 L=4,00 2d12Mc407 L=3,60 27Ed8Mc513 3d12Mc507 L=3,60 VIGA TIPO 2 Escala 1:25 0.2000000000000455 0.2999999999999829 2d12Mc402 L=5,30 36Ed8Mc514 3d12Mc502 L=5,30 \A1;EST.d8mm1@10y20cm SENTIDO X - X 2d12Mc408 L=13,00 93Ed8Mc514 3d12Mc508 L=13,00 2d12Mc409 L=9,70 63Ed8Mc514 3d12Mc509 L=9,70 SENTIDO Y - Y 2d12Mc410 L=11,70 78Ed8Mc514 3d12Mc510 L=11,70 2d12mm 3d12mm \A1;EST.d8mm1@10y20cm 2d12mm 3d12mm Viga 2 0.25 0.15 0.25 0.15 VIGA BANDA 1 Escala 1:25 0.200000000000017 0.4000000000000057 \A1;EST.d8mm1@10y20cm 3d12mm 4d12mm 3d12Mc408 L=2,60 93Ed8Mc515 4d12Mc508 L=2,60 SENTIDO X - X 3d12Mc411 L=9,00 63Ed8Mc515 4d12Mc511 L=9,00 3d12Mc412 L=8,40 57Ed8Mc515 4d12Mc512 L=8,40 SENTIDO Y - Y 19d10 @ 20 Mc420 52d10 @ 20 Mc420 38d10 @ 20 Mc501 20d10 @ 20 Mc501 19d10 @ 20 Mc501 RIOSTRA DE APOYO LOSETAS Escala: 1-----25 0.2000000000000455 0.200000000000017 \A1;EST.d8mm1@10y20cm 2d10mm 2d10mm 2d10Mc605 L=4,20 29Ed8Mc613 2d10Mc624 L=5,30 SENTIDO X - X 2d10Mc606 L=5,30 40Ed8Mc613 2d10Mc625 L=5,30 2d10Mc600 L=2,60 19Ed8Mc613 2d10Mc608 L=2,60 SENTIDO Y - Y 2d10Mc601 L=2,00 13Ed8Mc613 2d10Mc609 L=2,00 2d10Mc600 (L=2,60) 2d10Mc601 (L=2,00) 2d10Mc602 (L=3,60) 4d10Mc603 (L=1,00) 4d10Mc604 (L=2,30) 4d10Mc605 (L=4,20) 4d10Mc606 (L=5,30) 4d10Mc607 (L=3,90) 2d10Mc608 (L=2,60) 2d10Mc609 (L=2,00) 2d10Mc610 (L=3,60) 4d10Mc612 (L=2,30) 2d10Mc611 (L=1,00) 4d10Mc624 (L=4,20) 4d10Mc625 (L=5,30) 4d10Mc626 (L=3,90) 2d10Mc607 L=3,90 26Ed8Mc613 2d10Mc626 L=3,90 2d10Mc602 L=3,60 27Ed8Mc613 2d10Mc610 L=3,60 2d10Mc603 L=1,00 5Ed8Mc613 2d10Mc611 L=1,00 2d10Mc604 L=2,30 17Ed8Mc613 2d10Mc612 L=2,30 INCLINADAS PORTICO 2 PORTICO 1 PORTICO 1 4d12Mc614 (L=3,30) 6d12Mc623 (L=3,30) PORTICO 1 Y 2 Escala: 1-----25 0.1999999999999886 0.200000000000017 \A1;EST.d8mm1@10y20cm 2d12mm 3d12mm 2d12Mc408 L=13,00 88Ed8Mc613 3d12Mc508 L=13,00 SENTIDO X - X 2d12Mc614 L=3,30 21Ed8Mc613 3d12Mc615 L=3,30 SENTIDO Y - Y B D E 4.0 5.099999999999909 3.699999999999818 C B D E 4.0 5.099999999999909 3.699999999999818 C 3.050000900393797 3.149999999999977 3 4 5 3.050000900393797 3.149999999999977 3 4 5 2d12Mc702 (L=1,80) 2d12Mc701 (L=6,40) 2d12Mc700 (L=7,90) 3d12Mc705 (L=7,90) 3d12Mc703 (L=1,80) 3d12Mc704 (L=6,40) 2d12Mc706 (L=4,20) 2d12Mc707 (L=9,00) 2d12Mc708 (L=6,60) 2d12Mc709 (L=13,00) 3d12Mc710 (L=4,20) 3d12Mc711 (L=6,60) 3d12Mc712 (L=9,00) 3d12Mc713 (L=13,00) 131d10 @ 20 Mc714 22d10 @ 20 Mc714 ARMADO DE LOSETA INCLINADA Nv.+ 5,20 ESCALA___________________1:100 VACIO VACIO ESPESOR DE LOSETA= 15CM MACISA ARMADA CON .d10mm@y20cm A LOS 2 SENTIDOS 2d12Mc616 (L=2,20) 5 5 5 5 0.2499999999998636 0.2 VIGA DE APOYO DE GRADA Escala 1:10 \A1;EST.d8mm1@10 por toda la longitud 4d10mm 5d12mm 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 Viga apoyo 1 1 MAMPOSTERIA VIGA DE APOYO 25CM X 20CM 1d12@20cm Mc808 1d12@20cm Mc807 1d12@20cm Mc809 1d12@20cm Mc810 5 5 5 5 0.2499999999998636 0.2 COLUMNA EN ESPIRAL Escala 1:10 \A1;EST.d8mm1@10 por toda la longitud 6d12mm MC 800 CORTE A-A' Escala 1:20 CORTE GRADA 1-1' 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 LOSA DE ENTREPISO 1d12@20cm Mc809 GRADA EN VOLADO APOYO EN VIGA -COLUMNA (20CM X 25CM) 1d12@20cm Mc810 LOSA MACISA ESPESOR 18CM PELDAÑOS DE HORMIGON SIMPLE 1d12@20cm Mc807 1d12@20cm 1d12@20cm COLUMNA EN ESPIRAL A A' N.-1.00 N.+0.20 PLANTA GRADA ESCALA_______1:50 ARMADURA COLUMNA ESPIRAL ESCALA___________________1:25 LOSA DE ENTREPISO 2d12mm MC 803 2d12mm MC 802 3d12mm MC 802 1 E d8mm @ 20cm 2d10mm MC 802 cada/lado (Acero de torsión) 2d12mm MC 804 36 E d8mm MC 805 1 @ 10 cm y 20 cm ARMADURA LONGITUDINAL ESCALA___________________1:25 DE VIGA DE APOYO DE GRADA 6d10 Mc724 1d10@20cm Mc724 VIGA DE APOYO 180d10Mc620 (L=1,20) 91d10Mc619 (L=1,60) 27d10Mc618 (L=1,05) CANAL RECOLECTOR 1d10@20cm Mc715 AGUA LLUVIA RIOSTRA DE APOYO (20cm x 20cm) VIGA TIPO 2 (20cm x 30cm) PORTICO 2 (20cm x 20cm) 1d10@20cm Mc703 1d10@20cm Mc703 L / 3 L / 3 L MAMPOSTERIA 1d10@20cm Mc703 1d10@20cm Mc703 (VER DETALLE) CANAL RECOLECTOR 1d10@20cm AGUA LLUVIA VIGA PERIMETRAL 1d10@20cm 1d10@20cm LOSA MACISA E= 15CM (VER DETALLE) 1d10@20cm CANAL RECOLECTOR 1d10@20cm AGUA LLUVIA VIGA PERIMETRAL 1d10@20cm 1d10@20cm LOSA MACISA E= 15CM (VER DETALLE) 1d10@20cm ARMADO LOSETA INCLINADA LIMATESA ESCALA___________________1:50 ARMADO LOSETA INCLINADA ESCALA___________________1:50 DETALLE DE CANAL ESCALA___________________1:25 \A1;.12 \A1;.15 \A1;.16 \A1;COLUMNA EN ESPIRAL 1d10@20cm 1d10@20cm 1d12 Mc617 (L=1,20) 2d12 Mc622 L=3,30 3d12 Mc623 L=3,30 L L / 3 L / 3 3d12 Mc621 L=0,90 1d12 Mc617 (L=1,20) 2d12 Mc408 L=13,00 3d12 Mc508 L=13,00 2d12 Mc616 (L=2,20) 1d12 Mc617 (L=1,20) \A1;L L / 3 L / 3 \A1;L L / 3 L / 3 \A1;L L / 3 L / 3 \A1;L L / 3 L / 3 ARMADO PORTICO 2 ESCALA___________________1:50 ARMADO PORTICO 1 ESCALA___________________1:50 Y REPLANTILLO H.S. \A1;ARMADURA X-X 5 5 \A1;ARMADURA Y-Y 5 ARMADURA X-X ARMADURA Y-Y PLINTO GRADA EN ESPIRAL 5 d 12mm Mc 102 @ .20 10 d 12mm Mc 100 @ .15 ESCALA 1______________________________________20 GRADA EN ESPIRAL P4 1.50 7 0.25 1.00 -1.00 1d12mm @ .15 10d12Mc100 (10d12mm @ .15) 1d12mm @ .20 5d12Mc102 (5d12mm @ .20) 0.2499999999999716 0.2000000000000455 VIGA PERIMETRAL Y CUMBRERO Escala 1:25 0.2000000000000455 0.25 \A1;EST.d8mm1@10y20cm 2d12mm 3d12mm PRINCIPAL 2d12Mc409 L=13,00 91Ed8Mc722 3d12Mc713 L=13,00 SENTIDO X - X 2d12Mc700 L=7,90 51Ed8Mc722 3d12Mc705 L=7,90 SENTIDO Y - Y 3.0 C D \A1;3\A0;d12mm \A1;2\A0;d12mm \A1;1\A0;d12mm \A1;1\A0;d12mm VigaTIPO1 EJE 1 - 1' Escalas: x 1:50, y 1:25 B C D E \A1;2\A0;d12mm \A1;2\A0;d12mm \A1;2\A0;d12mm \A1;2\A0;d12mm \A1;2\A0;d12mm \A1;3\A0;d12mm Viga TIPO 2 EJE 5-5' Escalas: x 1:50, y 1:25 C D \A1;3\A0;d12mm \A1;2\A0;d12mm \A1;2\A0;d12mm \A1;2\A0;d12mm Viga CUMBRERO PRINCIPAL EJE 4-4' Escalas: x 1:50, y 1:25 4d12Mc715 (L=1,15) 4d12Mc715 (L=1,15) 4d12Mc715 (L=1,15) 4d12Mc716 (L=2,20) 4d12Mc716 (L=2,20) 2d12Mc717 (L=1,40) 2d12Mc718 (L=2,50) 2d12Mc719 (L=1,00) 4d12Mc720 (L=1,70) 4d12Mc719 (L=1,00) 217d12Mc721 (L=1,20) 2d12Mc616(L=2,20) 2d12Mc616(L=2,20) 1d12Mc617 (L=1,20) 1d12Mc617 (L=1,20) 2d12Mc708 L=6,60 53Ed8Mc722 3d12Mc711 L=6,60 2d12Mc706 L=4,20 28Ed8Mc722 3d12Mc710 L=4,20 2d12Mc707 L=9,00 63Ed8Mc722 3d12Mc712 L=9,00 2d12Mc702 L=1,80 11Ed8Mc722 3d12Mc703 L=1,80 2d12Mc701 L=6,40 40Ed8Mc722 3d12Mc704 L=6,40 P4 PLINTO COLUNMA ESPIRAL -1.0 1.5 3d12 Mc621 L=0,90 3d12 Mc621 L=0,90 3d12 Mc621 L=0,90 3d12 Mc621 L=0,90 3d12 Mc621 L=0,90 3d12 Mc621 L=0,90 3d12 Mc621 L=0,90 2d12 Mc616 (L=2,20) 2d12 Mc616 (L=2,20) 1d12 Mc617 (L=1,20) ESCALA 1------20 3d12 Mc621 L=0,90 3d12 Mc621 L=0,90 ARMADO LOSA INCLINADA 1d10mm MC 723 @ 20cm en los 2 sentidos PLANILLA DE ACEROS MARCAS 100 200 300 400 500 600 700 800 Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. a b c g Marca 100 100 I 12 40 1.50 0.00 0.00 .10 1.70 68.00 60.38 101 I 12 18 1.20 0.00 0.00 .10 1.40 25.20 22.38 102 I 12 175 1.00 0.00 0.00 .10 1.20 210.00 186.48 103 I 12 112 1.40 0.00 0.00 .10 1.60 179.20 159.13 Marca 200 201 C 12 4 3.20 .10 0.00 0.00 3.40 13.60 12.08 202 C 12 8 16.00 .10 0.00 0.00 16.20 129.60 115.08 203 C 12 12 13.00 .10 0.00 0.00 13.20 158.40 140.66 204 C 12 4 5.60 .10 0.00 0.00 5.80 23.20 20.60 205 C 12 4 14.80 .10 0.00 0.00 15.00 60.00 53.28 206 C 12 8 16.40 .10 0.00 0.00 16.60 132.80 117.93 207 C 12 4 12.80 .10 0.00 0.00 13.00 52.00 46.18 208 O 8 948 .15 .15 0.00 .05 .70 663.60 262.12 209 C 12 4 5.30 .10 0.00 0.00 5.50 22.00 19.54 Marca 300 300 L 12 90 4.00 .30 0.00 .10 4.40 396.00 351.65 301 O 8 145 .15 .15 0.00 .05 .70 101.50 40.09 302 O 8 290 .15 .25 0.00 .05 .90 261.00 103.10 303 L 12 96 6.60 .30 0.00 .10 7.00 672.00 596.74 304 O 8 564 .15 .25 0.00 .10 1.00 564.00 222.78 Marca 400 400 C 12 4 3.20 .10 0.00 0.00 3.40 13.60 12.08 401 C 12 6 4.20 .10 0.00 0.00 4.40 26.40 23.44 402 C 12 9 5.30 .10 0.00 0.00 5.50 49.50 43.96 403 C 12 2 3.90 .10 0.00 0.00 4.10 8.20 7.28 404 C 12 2 5.60 .10 0.00 0.00 5.80 11.60 10.30 405 C 12 2 2.30 .10 0.00 0.00 2.50 5.00 4.44 406 C 12 8 4.00 .10 0.00 0.00 4.20 33.60 29.84 407 C 12 2 3.60 .10 0.00 0.00 3.80 7.60 6.75 408 C 12 9 13.00 .10 0.00 0.00 13.20 118.80 105.49 409 C 12 4 9.70 .10 0.00 0.00 9.90 39.60 35.16 410 C 12 4 11.70 .10 0.00 0.00 11.90 47.60 42.27 411 C 12 10 9.00 .10 0.00 0.00 9.20 92.00 81.70 412 C 12 11 8.40 .10 0.00 0.00 8.60 94.60 84.00 413 C 12 11 2.35 .10 0.00 0.00 2.55 28.05 24.91 414 C 12 15 1.40 .10 0.00 0.00 1.60 24.00 21.31 415 C 12 7 1.15 .10 0.00 0.00 1.35 9.45 8.39 416 C 12 26 1.00 .10 0.00 0.00 1.20 31.20 27.71 417 C 12 15 3.10 .10 0.00 0.00 3.30 49.50 43.96 418 C 12 14 1.70 .10 0.00 0.00 1.90 26.60 23.62 419 C 12 6 6.40 .10 0.00 0.00 6.60 39.60 35.16 420 V 10 148 .10 .20 .20 .00 .60 88.80 54.79 Marca 500 500 I 12 6 3.20 0.00 0.00 .10 3.40 20.40 18.12 501 I 12 6 4.20 0.00 0.00 .10 4.40 26.40 23.44 502 I 12 12 5.30 0.00 0.00 .10 5.50 66.00 58.61 503 I 12 3 3.90 0.00 0.00 .10 4.10 12.30 10.92 504 I 12 3 5.60 0.00 0.00 .10 5.80 17.40 15.45 505 I 12 3 2.30 0.00 0.00 .10 2.50 7.50 6.66 506 I 12 6 4.00 0.00 0.00 .10 4.20 25.20 22.38 507 I 12 3 3.60 0.00 0.00 .10 3.80 11.40 10.12 508 I 12 12 13.00 0.00 0.00 .10 13.20 158.40 140.66 509 I 12 6 9.70 0.00 0.00 .10 9.90 59.40 52.75 510 I 12 6 11.70 0.00 0.00 .10 11.90 71.40 63.40 511 I 12 11 9.00 0.00 0.00 .10 9.20 101.20 89.87 512 I 12 12 8.40 0.00 0.00 .10 8.60 103.20 91.64 513 O 8 261 .15 .20 0.00 .05 .80 208.80 82.48 514 O 8 447 .15 .25 0.00 .05 .90 402.30 158.91 515 O 8 213 .35 .15 0.00 .05 1.10 234.30 92.55 516 I 12 7 7.90 0.00 0.00 .05 8.00 56.00 49.73 517 I 12 6 6.40 0.00 0.00 .05 6.50 39.00 34.63 - TODA LA GRADA SE ARMARA COMO LOSA MACISA CON PELDAÑOS DE HORMIGON SIMPLE - LA LOSA DE GRADA EN SU TRAMO RECTO SE APOYARA EN UNA VIGA LATERAL DE SECCION 20 X 25CM DISEÑADA AL FLEXO-TORSION Y EN UNA COLUMNA EN ESPIRAL - LA PARTE DE GRADA CURVA SE APOYARA EN UNA COLUMNA EN ESPIRAL HACIENDO CONTINUIDAD CON LA VIGA DE APOYO DEL TRAMO RECTO TECNICAS: ESPECIFICACIONES PLANILLA DE ACEROS MARCAS 100 200 300 400 500 600 700 800 RESUMEN DE MATERIALES Mc TIPO d mm No. DIMENSIONES LONG. Desar. (m) LONG. TOTAL m PESO (Kg) Observ. d (mm) 8 10 12 14 16 18 20 22 25 28 32 W (Kg/m) 0.395 0.617 0.888 1.208 1.578 2.000 2.466 2.984 3.853 4.834 6.310 L (m) PESO (Kg) a b c g Wtot (Kg) = Marca 600 600 C 10 2 2.60 .10 0.00 0.00 2.80 5.60 3.46 601 C 10 2 2.00 .10 0.00 0.00 2.20 4.40 2.71 602 C 10 2 3.60 .10 0.00 0.00 3.80 7.60 4.69 603 C 10 4 1.00 .10 0.00 0.00 1.20 4.80 2.96 604 C 10 4 2.30 .10 0.00 0.00 2.50 10.00 6.17 605 C 10 4 4.20 .10 0.00 0.00 4.40 17.60 10.86 606 C 10 4 5.30 .10 0.00 0.00 5.50 22.00 13.57 607 C 10 4 3.90 .10 0.00 0.00 4.10 16.40 10.12 608 I 10 2 2.60 0.00 0.00 .00 2.60 5.20 3.21 609 I 10 2 2.00 0.00 0.00 .00 2.00 4.00 2.47 610 I 10 2 3.60 0.00 0.00 .00 3.60 7.20 4.44 611 I 10 2 1.00 0.00 0.00 .00 1.00 2.00 1.23 612 I 10 4 2.30 0.00 0.00 .00 2.30 9.20 5.68 613 O 8 423 .15 .15 0.00 .05 .70 296.10 116.96 616 C 12 6 2.20 .20 0.00 0.00 2.60 15.60 13.85 617 C 12 2 1.20 .20 0.00 0.00 1.60 3.20 2.84 618 I 10 27 1.05 0.00 0.00 .10 1.25 33.75 20.82 619 I 10 91 1.60 0.00 0.00 .10 1.80 163.80 101.06 620 I 10 180 1.20 0.00 0.00 .10 1.40 252.00 155.48 621 I 12 30 .90 0.00 0.00 .10 1.10 33.00 29.30 622 C 12 4 3.20 .10 0.00 0.00 3.40 13.60 12.08 623 C 12 4 3.30 .10 0.00 0.00 3.50 14.00 12.43 624 I 10 4 4.20 0.00 0.00 .10 4.40 17.60 10.86 625 I 10 4 5.30 0.00 0.00 .10 5.50 22.00 13.57 626 I 10 4 3.90 0.00 0.00 .10 4.10 16.40 10.12 Marca 700 700 C 12 2 7.90 .10 0.00 0.00 8.10 16.20 14.39 701 C 12 2 6.40 .10 0.00 0.00 6.60 13.20 11.72 702 C 12 2 1.80 .10 0.00 0.00 2.00 4.00 3.55 703 I 12 3 1.80 0.00 0.00 .10 2.00 6.00 5.33 704 I 12 3 6.40 0.00 0.00 .10 6.60 19.80 17.58 705 I 12 3 7.90 0.00 0.00 .10 8.10 24.30 21.58 706 C 12 2 4.20 .10 0.00 0.00 4.40 8.80 7.81 707 C 12 2 9.00 .10 0.00 0.00 9.20 18.40 16.34 708 C 12 2 6.60 .10 0.00 0.00 6.80 13.60 12.08 709 C 12 2 13.00 .10 0.00 0.00 13.20 26.40 23.44 710 I 12 3 4.20 0.00 0.00 .10 4.40 13.20 11.72 711 I 12 3 6.60 0.00 0.00 .10 6.80 20.40 18.12 712 I 12 3 9.00 0.00 0.00 .10 9.20 27.60 24.51 713 I 12 3 13.00 0.00 0.00 .10 13.20 39.60 35.16 714 V 10 153 .10 .20 .20 .00 .60 91.80 56.64 715 I 12 12 1.15 0.00 0.00 .10 1.35 16.20 14.39 716 I 12 8 2.20 0.00 0.00 .10 2.40 19.20 17.05 717 I 12 2 1.40 0.00 0.00 .10 1.60 3.20 2.84 718 I 12 2 2.50 0.00 0.00 .10 2.70 5.40 4.80 719 I 12 6 1.00 0.00 0.00 .10 1.20 7.20 6.39 720 I 12 4 1.70 0.00 0.00 .10 1.90 7.60 6.75 721 C 10 217 1.20 .10 0.00 0.00 1.40 303.80 187.44 722 O 8 337 .15 .20 0.00 .05 .80 269.60 106.49 723 I1 10 1 2718.00 0.00 0.00 .10 2718.20 2718.20 1677.13 724 V 10 551 .10 .17 .30 .26 1.78 980.78 605.14 725 I 10 6 42.10 0.00 0.00 .10 42.30 253.80 156.59 726 I 10 6 25.00 0.00 0.00 .10 25.20 151.20 93.29 727 I 10 6 43.30 0.00 0.00 .10 43.50 261.00 161.04 Marca 800 800 L 12 6 2.65 .30 0.00 .10 3.05 18.30 16.25 801 V 12 5 .10 .32 1.20 2.85 5.47 27.35 24.29 802 V 10 4 .10 .32 1.20 2.85 5.47 21.88 13.50 803 V 12 2 .10 1.10 .90 .10 2.20 4.40 3.91 804 V 12 2 .10 .95 1.00 .10 2.15 4.30 3.82 805 O 8 59 .15 .20 0.00 .05 .80 47.20 18.64 807 C 12 27 1.05 .10 0.00 0.00 1.25 33.75 29.97 808 C 12 27 .40 .10 0.00 0.00 .60 16.20 14.39 809 I 12 5 2.55 0.00 0.00 .10 2.75 13.75 12.21 810 I 12 27 1.10 0.00 0.00 .10 1.30 35.10 31.17 3048.40 5492.81 4216.55 0 0 0 0 0 0 0 0 1204.12 3389.06 3744.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 8337.48

Language	Spanish
Drawing Type	Detail
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, box, casa, chalet, columns, constructive, constructive details, DETAIL, details, dwelling unit, DWG, foundations, haus, house, laying of foundations, logement, maison, plan, residên, residence, slab, structural, unidade de moradia, villa, wohnung, wohnung einheit