Structure Of House Plan Room DWG Plan for AutoCAD

Structure Of House Plan Room DWG Plan for AutoCAD

File consisting of 3 structural levels; which they are 01 floors and foundation walls rudeness; structural cuts and development of columns. 02 mezzanine floors; rudeness plant walls and roof; development of columns and beams; details of service stairs. 03 Details of main stairs; building fences and wall slab Hebel

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

up, down, scale :, content :, plan :, project :, client :, architectural project :, structural project :, revision :, comment, location :, variable, details of main stairs, enclosures and construction of slab hebel and wall hebel, as indicated, without scale, isometric schematic of recessed steps, vertical reinforcement, panel slab hebel perimeter ring, slab of firm, contratrabe, variable to modulation, note: while it is filled the side exposed to the ground prop up on opposite end until that the firm has been cast and contratrabe., constructive strut, mezzanine floors, rebar of walls and roof plant, development of columns and beams, details of service stairs., for overlap, mortar, cement-sand, firm, vertical , reinforcement, nsf, wall hebel, anchor rod with, to foundations, anchor reinforcement, reinforcement anchor reinforced masonry, polystyrene, hebel, block, with concrete, hebel connector sheet, concrete block, connection is machine of wall hebel with concrete wall, connectors, lamellae, constructive, procedure, foundation or, mezzanine slab, lamellae connectors, in alternate form, placing lamillas conectoras, connection wall hebel to reinforced castles, bend, lamella, connector, column , fix laminilla with, for concrete, adhesive layer, minimum, block wall, compressible material, polystyrene or similar, connection hebel wall concrete columns, gasket, adhesive in, connector strip, backer rod, and seal, wall hebel- hebel, wall hebel-concrete wall, typical connections with other systems, rebar, surface of, rebar of walls, and fill with, concrete or mortar cement-sand, esp, spacing of vertical reinforcement in exterior walls, horizontal in joint, interrupt reinforcement , sealant, compressible filler, fill with concrete, ref. vertical, or cement-sand mortar, control joints, finishing., in thickness, embedded glass, fiber mesh, finishing, slab, window, door, continuous enclosure, castle, installations, slots for, electrical installation, control, joint, thickness of slab, central third, location of glass meshes in walls, overlapping walls with connector sheet, exterior wall, interior wall, overlapping walls with reinforced masonry, corner overlap of reinforced masonry wall, walls hebel, non-loading wall, slab panel, non-loading wall insulation under slab panel, variable overlap, slab panel, perimeter ring, in plan, see dimensions, female or male side, perimeter ring in lateral panel support on masonry, ring, perimeter, overlap, length of, joint between panel, floor, perimeter ring in corner and joint between panel, minimum support length :, joint rod, between panel, reinforcement :, panel support on masonry in wall exterior, panel support on masonry in interior wall or loading element, male side, thickness of, fiberglass mesh, embedded in thickness of, female side, in joint between panel, joint between slab panels, hebel slab panels, variable column, standard hooks, shoe table, name, type, isolated, combined, dimensions, quantity, assembly, thickness, counter-bar chart, central, boundary, slab, boundary counter, central counter-contraction, contra-shrunk detail to footing, structural cut a-a ‘, structural cut b-b’, structural cut c-c ‘, foundation and wall reinforcement plants, details, structural cuts and column development

Raw text data extracted from CAD file:

NPT 0.00-0.10 NPT 1.13 NPT 0.10 A B G D C 1 A 2 3 4 7 10 8 9 B D F G 1 2 3 3 5 6 5 6 A B C E G 1 6 6 3 4 7 6 B D G B D D LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=4.55M LOSA AAC-6 E=20CCM L=4.55M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=4.85M LOSA AAC-6 E=25.0CM L=4.85M LOSA AAC-6 E=25.0CM L=4.85M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=6.30M LOSA AAC-6 E=25.0CM L=6.30M LOSA AAC-6 E=25.0CM L=4.60M LOSA AAC-6 E=25.0CM L=4.60M LOSA AAC-6 E=25.0CM L=4.60M LOSA AAC-6 E=25.0CM L=4.60M LOSA AAC-6 E=25.0CM L=4.90M LOSA AAC-6 E=25.0CM L=2.00M LOSA AAC-6 E=25.0CM L=2.00M LOSA AAC-6 E=25.0CM L=2.00M LOSA AAC-6 E=20.0CM L=4.55M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=25.0CM L=2.19M LOSA AAC-6 E=25.0CM L=2.19M LOSA AAC-6 E=25.0CM L=1.59M LOSA AAC-6 E=25.0CM L=1.59M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=4.85M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=4.25M LOSA AAC-6 E=17.5CM L=4.25M LOSA AAC-6 E=17.5CM L=4.25M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.94M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=2.19M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=4.85M LOSA AAC-6 E=17.5CM L=4.85M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20CCM L=4.55M LOSA AAC-6 E=20CCM L=4.55M LOSA AAC-6 E=20CCM L=4.55M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.94M LOSA AAC-6 E=17.5CM L=4.94M LOSA AAC-6 E=17.5CM L=4.94M SUBE BAJA \W5.65157; A \W5.60395; B \W5.61586; C \W5.60395; D \W5.61586; E \W5.61586; F \W5.61586; G \W5.60395; H \W5.77062; I \W5.69919; J \W5.65157; A \W5.60395; B \W5.61586; C \W5.60395; D \W5.61586; E \W5.61586; F \W5.61586; G \W5.60395; H \W5.77062; I \W5.69919; J \W1.26432; 1 \W1.19289; 2 \W1.19289; 3 \W1.16908; 4 \W1.19289; 5 \W1.16908; 6 \W1.19289; 7 \W1.19289; 8 1 2 3 4 5 6 7 8 ESCALA: CONTENIDO: PLANO: PROYECTO: CLIENTE: PROYECTO ARQUITECTONICO: PROYECTO ESTRUCTURAL: REVISION: \W1.12813; FECHA \W0.89004; DIBUJO \W0.93766; REVISO COMENTARIO UBICACION: 4608 2 447 7 167 2000 1148 461 2000 9 304 390 444 6 29 360 6 379 190 7 360 745 675 4898 75 75 6120 75 7 447 6150 75 456 6 5250 200 175 175 175 175 175 175 175 175 2588 2020 350 175 125 150 150 300 175 175 175 300 175 175 275 175 175 4925 175 200 200 200 200 87 200 200 1250 2340 2368 4750 800 800 425 500 500 750 850 4695 1695 4608 1710 5957 2000 4102 5200 2148 3850 4898 4550 1407 3500 1750 1875 1125 750 6575 1825 1052 75 75 1250 2340 960 1600 1216 832 200 1160 1245 200 2150 1450 88 1650 1225 750 11 150 1145 1220 358 150 102 1343 500 1222 1220 1220 1390 1050 200 1120 780 1500 950 540 968 2783 1000 825 1777 73 1558 1220 1220 1220 1134 200 1522 1220 1220 1220 1220 750 1850 900 1430 1145 150 1750 150 1750 1750 4748 525 2000 595 1500 1190 800 800 1582 3083 1350 575 2885 850 805 1240 75 75 75 75 101 188 631 409 623 188 213 188 631 597 630 188 106 611 587 611 587 209 VARIABLE 200 200 VARIABLE VARIABLE 25 75 130 Ld Ld 200 VARIABLE VARIABLE 200 25 25 VARIABLE 200 100 100 VARIABLE 100 100 200 200 25 25 1900 1900 1700 1700 850 850 2250 1900 950 950 1775 800 800 14525 1000 1000 1000 1000 500 175 200 250 200 300 DETALLES DE ESCALERAS PRINCIPALES, CERRAMIENTOS Y CONSTRUCTIVOS DE LOSA HEBEL Y MURO HEBEL COMO SE INDICA CM-S03 3/3 CM-S03 4 / DETALLES CONSTRUCTIVOS DE PANEL LOSA HEBEL SIN ESCALA #3@150mm #3@150mm 5 5 5 \W3.57336; K-4 150X175mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 #3@150mm #3@150mm 5 5 5 \W3.57336; K-5 150X175mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 5 5 5 \W3.69238; VIGA 100X300mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W3.57336; K-1 150X150mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 #32@150mm 5 5 5 \W3.57336; K-4 150X175mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 #3@150mm 5 5 5 \W3.69238; VIGA 150X300mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 5 5 5 \W3.69238; VIGA 150X300mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 5 5 5 \W3.69238; VIGA 150X300mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 5 5 5 \W3.57336; K-4 150X175mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 5 5 5 \W3.57336; K-4 150X175mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 5 5 5 \W3.57336; K-5 150X175mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 #3@150mm #3@150mm #3@150mm 5 5 5 5 150 ó 100 5 5 5 5 4#3 <#3@50mm \W0.85907; PELDAÑO 100X400X1200 \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² ISOMÉTRICO ESQUEMÁTICO DE EMPOTRADO DE PELDAÑOS VARIABLE 5 5 <#3@50mm 2#3 2#3 1 / DETALLES Y DESARROLLO DE ESCALERA PRINCIPAL NF=1.13M NF1=5.1M NF=0.10M 5 5 5 5 5 ESC. 1:40 5 5 5 5 5 5 5 5 4#4 \W1.47646; VIGA 150X350mm \W2.42884; f'c=250kg/cm² \W2.23831; fy=4200kg/cm² 5 5 5 NF=1.13M NF=1.13M NF=1.13M 5 2350-ALTURA DE VENTANAS Y PUERTAS >50 5 5 CERRAMIENTO CONTINUO CE-1 BLOCK "U" 150-175X200X610 \W7.36810; CERRAMIENTO CONTINUO CE-1 \W8.16571; BLOCK "U" 150-175X200 \W6.85651; f'c=250kg/cm² \W6.79302; fy=4200kg/cm² 5 5 5 5 5 5 150 ó 175 2#4 GRAPA #3 CERRAMIENTO CONTINUO CE-1 BLOCK "U" 150-175X200X610 CERRAMIENTO CONTINUO CE-1 BLOCK "U" 150-175X200X610 CERRAMIENTO CONTINUO CE-1 BLOCK "U" 150-175X200X610 CERRAMIENTO VENTANA CE-2 BLOCK "U" 150X200 CERRAMIENTO VENTANA CE-2 BLOCK "U" 150X200 \W7.29667; CERRAMIENTO CONTINUO CE-2 \W9.18952; BLOCK "U" 150X200 \W6.85651; f'c=250kg/cm² \W6.79302; fy=4200kg/cm² 5 5 5 5 5 5 150 2#3 GRAPA #2 REFUERZO VERTICAL REFUERZO VERTICAL 3 / DETALLES DE CERRAMIENTOS 5 2350-ALTURA DE VENTANAS Y PUERTAS >50 PANEL LOSA HEBEL ANILLO PERIMETRAL PANEL LOSA HEBEL ANILLO PERIMETRAL 5 / DETALLES CONSTRUCTIVOS DE MURO HEBEL ESC. 1:20 2 / MURO DE CONTENCION NF=1.13M NF=0.10M 5 5 5 5 MURO DE BLOQUE DE CONCRETO 200X200X400mm #4@3CELDAS #4@3CELDAS LOSA DE FIRME CONTRATRABE 5 #4@600mm 3#4 5 ZAPATA CORRIDA 200X900mm f'c=250kg/cm2 - fy=4200 kg/cm VARIABLE A MODULACION 175 5 5 5 TERRENO CONSOLIDADO Y COMPACTADO AL 95% DE LA PRUEBA PROCTOR, CON CAPACIDAD DE CARGA MÍNIMA DE 10 TON/M2 NOTA: MIENTRAS ES RELLENADO EL LADO EXPUESTO AL SUELO APUNTALAR EN EXTREMO OPUESTO HASTA QUE SE HAYA COLADO EL FIRME Y CONTRATRABE. PUNTAL CONSTRUCTIVO 2000 4175 5200 2075 3850 3500 6500 5325 1250 1825 360 346 1710 5957 570 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 165 610 610 610 610 610 610 610 610 1325 610 610 610 610 610 610 610 610 320 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 215 613 1220 1220 6 500 1190 575 1220 1220 1706 904 1023 750 75 1535 200 850 1220 1220 2150 417 2000 493 1084 1220 1220 1220 1220 1220 1220 1425 89 1590 748 2250 1600 2250 830 1440 72 2100 2410 2100 980 1514 3144 5256 3570 905 781 5325 5125 694 900 1319 1825 1225 500 1231 1850 2175 817 1563 5275 1000 75 2050 666 2590 1133 875 1173 800 75 1350 1502 1500 826 1220 2000 3050 3144 5256 1420 3188 1710 5466 285 2025 50 3533 1000 150 100 100 100 150 100 100 150 100 100 100 150 1420 3188 1710 5466 360 2000 3050 1975 1169 5256 37 37 520 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 610 520 610 610 610 610 610 610 610 610 145 4895 5959 A' \W0.22283; A B' \W0.15140; C C' 3800 3800 3850 6575 1825 225 75 300 200 50 150 225 75 300 200 75 125 850 850 1700 925 75 1000 2225 325 1825 75 3600 200 3350 450 3350 450 3350 450 3500 6450 1450 8100 3800 4898 5955 150 75 200 100 150 75 4723 200 1075 150 2190 150 2215 150 1250 2340 2365 3800 3600 200 4898 1000 75 1000 500 300 200 25 #3@200mm 300 200 #3@200mm 475 400 225 300 200 25 300 200 25 #3@200mm 400 225 #3@200mm 200 150 25 325 225 325 175 3400 #3@150mm 200 200 3800 #3@150mm 3350 450 200 150 25 150 200 25 325 175 #3@150mm 3350 450 200 250 3550 250 3350 150 200 25 #3@150mm 3400 400 200 200 450 150 220 35 35 #3@175mm 2650 450 150 220 35 35 250 175 #3@175mm 5150 2150 2250 600 8100 150 200 6450 1447 #3@75mm 3500 #3@75mm 150 200 4723 #3@75mm #3@75mm #3@75mm 1075 2190 2215 150 200 200 250 150 200 #3@75mm #3@150mm #3@150mm #3@150mm #3@150mm 2000 2000 #3@150mm #3@150mm #3@750mm #3@750mm #3@150mm #3@150mm 150 150 20 150 150 20 150 150 20 150 100 20 150 150 20 200 200 350 150 35 100 250 175 150 900 750 75 1025 900 75 1925 150 100 100 150 150 175 7 3800 2245 2393 450 11 900 77 2873 1220 1 / PLANTA DE ENTREPISO 3 / PLANTA CUBIERTA 2 / PLANTA DE DESPLANTE DE MUROS SEGUNDO NIVEL 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 5 610 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 \W3.42037; VIGA-1 150X450mm VIGA-2 150x450mm \W3.42037; VIGA-4 150X200mm \W3.42037; VIGA-4 150X200mm \W3.42037; VIGA-3 150X200mm \W3.42037; VIGA-5 150X200mm \W5.08704; CERR. 150X200mm \W5.08704; CERR. 150X200mm \W4.51561; VIGA 150X350mm 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 BLOCK HEBEL 17.5CM BLOCK HEBEL 15CM BLOCK HEBEL 17.5CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK CRT 10CM BLOCK CRT 15CM BLOCK CRT 10CM BLOCK HEBEL 15CM BLOCK CRT 15CM BLOCK CRT 15CM BLOCK CRT 10CM 5 5 5 5 5 BLOCK CRT 15CM BLOCK CRT 10CM 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 A' \W0.22283; A B B' \W0.15140; C C' PLANTAS DE ENTREPISO, DESPLANTE DE MUROS Y PLANTA DE AZOTEA, DESARROLLO DE COLUMNAS Y VIGAS, DETALLES DE ESCALERAS DE SERVICIO. COMO SE INDICA CM-S02 2/3 CM-S02 DESARROLLO COLUMNA C-5/C-6 150X200mm \W0.17428; C-5/C-6 150X200mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² 5 5 5 4VARS#4 NF1=5.1M NF=1.3M 5 5 #3@150mm 5 5 5 5 \W0.17428; C-7/C-8 150X200mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² 5 5 5 4VARS#4 DESARROLLO COLUMNA C-7/C-8 150X200mm #3@150mm 5 5 5 5 DESARROLLO VIGA V-1 150X200mm 5 5 5 5 5 \W2.41238; V-1 150X450mm \W3.34098; f'c=300kg/cm² \W3.15048; fy=4200kg/cm² #3@175mm 2#6 1#6 5 2#6 1#6 NF2=5.1M DESARROLLO VIGA V-2 150X450mm / V-3 150X200mm 5 5 5 5 5 \W2.41238; V-2 150X450mm \W3.34098; f'c=300kg/cm² \W3.15048; fy=4200kg/cm² 5 5 #3@175mm 2#6 1#6 5 5 5 5 2#6 1#6 1#6 5 5 5 5 5 #3@75mm 2#4 2#4 5 \W2.41238; V-3 150X200mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² 5 5 #3@75mm 2#4 2#4 5 \W2.41238; V-4 150X200mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² DESARROLLO VIGA V-4 150X200mm #3@75mm #3@75mm #3@75mm 5 5 5 2#4 2#4 2#4 2#4 5 5 NF1=5.1M 5 NF1=5.1M 5 5 5 \W2.41238; V-5 150X200mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² #3@75mm 2#4 2#4 DESARROLLO VIGA V-5 150X200mm 4 / DESARROLLO DE COLUMNAS Y VIGAS CONTRAFLECHA AL CENTRO DEL CLARO 8mm CONTRAFLECHA AL CENTRO DEL CLARO 15mm #3@150mm #3@150mm #3@150mm #3@150mm 5 5 #3@150mm #3@150mm #3@750mm #3@750mm #3@150mm #3@150mm #4@VUELO 4#4 3#4 #4@450mm 5 5 5 \W2.26952; K-1 150X150mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² 4#4 5 5 5 \W2.26952; K-1 150X150mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² 4#4 4#4 3#4 #4@450mm 5 5 5 \W3.57336; K-1 150X150mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 5 5 5 \W2.26952; K-2 150X100mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² 4#4 5 5 5 \W3.57336; K-1 150X150mm \W4.64476; f'c=250kg/cm² \W4.45431; fy=4200kg/cm² 4#4 NF1=5.1M NF1=5.1M NF=1.3M NF=1.3M 5 5 5 5 5 5 5 4#4 \W1.47646; VIGA 150X350mm \W2.42884; f'c=250kg/cm² \W2.23831; fy=4200kg/cm² \W1.47646; VIGA 150X175mm \W2.42884; f'c=250kg/cm² \W2.23831; fy=4200kg/cm² 4#4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 / DETALLES Y DESARROLLO DE ESCALERAS DE SERVICIO ESC. 1:75 ESC. 1:40 ESC. 1:75 ESC. 1:40 ESC. 1:75 \W5.76216; CT-05 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE SUBE VISTA 2 VISTA 1 VISTA 1 VISTA 1 VISTA 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1825 100 2245 2387 173 3800 1555 285 2588 1179 150 2723 150 879 274 176 450 #3@150mm #3@150mm 175 150 20 1175 150 1293 175 1515 150 #3@150mm #3@150mm 175 100 20 100 100 20 300 300 1487 496 1817 1200 177 2008 622 165 175 7 150 150 20 #32@150mm 175 150 20 #3@150mm 150 100 25 150 300 25 150 300 25 175 150 20 175 150 20 175 100 20 #3@150mm #3@150mm #3@150mm 300 100 400 1200 150 ó 100 400 100 20 20 VARIABLE 100 1200 <#3@50mm 3800 1130 1300 165 165 1983 1683 1825 350 150 35 100 250 4272 150 1071 500 500 PARA TRASLAPE MORTERO CEMENTO-ARENA FIRME 5 VERTICAL 5 REFUERZO N.S.F. MURO HEBEL ANCLAR VARILLA CON GANCHO STD. 90° A CIMENTACION ANCLAR REFUERZO ANCLAJE DE REFUERZO DE MAMPOSTERÍA REFORZADA POLIESTIRENO HEBEL BLOCK HEBEL BLOCK CON CONCRETO 1 #3 Y RELLENAR f'c=150 kg/cm2 5 LAMINA CONECTORA HEBEL @ 2 HILADAS (DOBLADA) BLOCK DE CONCRETO 5 CONEXION ESQUINA DE MURO HEBEL CON MURO DE CONCRETO CONECTORAS LAMINILLAS CONCRETO f'c = 200 KG/CM2 CONSTRUCTIVO PROCEDIMIENTO 5.- CIMBRADO CIMENTACION O LOSA DE ENTREPISO LAMINILLAS CONECTORAS 6.- COLADO DE CONCRETO 4.- COLOCACION DE ARMADO PARA CASTILLOS EN FORMA ALTERNADA COLOCANDO LAMILLAS CONECTORAS 3.- DESPLANTE DE HILADAS SUPERIORES 1a. HILADA DE BLOCK 2.- DESPLANTE Y NIVELACION DE DE CASTILLOS EN LA CIMENTACION/LOSA 1.- DEJAR BARBAS DE ANCLAJE CONEXION MURO HEBEL A CASTILLOS REFORZADOS DOBLAR LAMINILLA CONECTORA COLUMNA DE CONCRETO FIJAR LAMINILLA CON 2 CLAVOS HILTI PARA CONCRETO LAMINILLAS CONECTORAS @ 2 HILADAS CAPA DE ADHESIVO HEBEL MINIMO 5 MURO DE BLOCK MATERIAL COMPRESIBLE POLIESTIRENO O SIMILAR N.S.F./L HEBEL Y EN BLOCK "U" CONEXION MURO HEBEL COLUMNAS DE CONCRETO JUNTA ADHESIVO EN MURO HEBEL LAMINILLA CONECTORA @ 40 @ 40 LAMINILLA CONECTORA BLOCK DE CONCRETO BACKER ROD Y SELLO MURO HEBEL MURO HEBEL-HEBEL MURO HEBEL-MURO CONCRETO CONEXIONES TÍPICAS CON OTROS SISTEMAS 5 DESPLANTE SUPERFICIE DE HEBEL BLOCK (PARA NIVELAR) MORTERO CEMENTO-ARENA 1:4 DESPLANTE DE MUROS BLOCK "O" HEBEL 1 VAR. #4 @125cm Y RELLENAR CON CONCRETO O MORTERO CEMENTO-ARENA f'c=200kg/cm2 5 ESP ESPACIAMIENTO DE REFUERZO VERTICAL EN MUROS EXTERIORES HORIZONTAL EN JUNTA INTERRUMPIR REFUERZO SELLADOR 5 BLOCK "U" HEBEL RELLENO COMPRESIBLE BLOCK "O" HEBEL RELLENAR CON CONCRETO REF. VERTICAL (TIPO) BLOCK "O" HEBEL 5 SELLADOR RELLENO COMPRESIBLE (BACKER ROD) (JUNTA APARENTE) (JUNTA APARENTE) O MORTERO CEMENTO-ARENA JUNTAS DE CONTROL DEL ACABADO. EN EL ESPESOR VIDRIO EMBEBIDA MALLA FIBRA DE ACABADO 5 DE LOSA VENTANA PUERTA Y/O 5 5 CERRAMIENTO CONTINUO CONCRETO CASTILLO DE INSTALACIONES RANURAS PARA INSTALACION ELECTRICA CONTROL JUNTA DE ESPESOR DE LOSA + 12 CM 400x400 400x400 500x500 500x500 TERCIO CENTRAL x 30 CM DE ANCHO (BLOCK "U") LOCALIZACIÓN DE MALLAS DE VIDRIO EN MUROS 150 @ 2 HILADAS LAMINILLA HEBEL CONECTORA CONECTORA LAMINILLA HEBEL HEBEL BLOCK MUROS MAYORES A 150 MUROS DE 100 Y 125 100 150 (MINIMO) TRASLAPE DE MUROS CON LÁMINA CONECTORA REFUERZO VERTICAL MURO EXTERIOR HEBEL MURO INTERIOR HEBEL TRASLAPE DE MUROS CON MAMPOSTERÍA REFORZADA BLOCK "O" HEBEL REFUERZO VERTICAL TRASLAPE DE ESQUINA DE MURO DE MAMPOSTERÍA REFORZADO MUROS HEBEL 10 ó L/300 (EL MAYOR) MURO NO CARGADOR L = LONGITUD DEL PANEL HEBEL (POLIESTIRENO O SIMILAR) MATERIAL COMPRESIBLE PANEL LOSA AISLAMIENTO DE MURO NO CARGADOR BAJO PANEL DE LOSA TRASLAPE VARIABLE HEBEL PANEL DE LOSA (MINIMO) ANILLO PERIMETRAL EN PLANTA VER DIMENSIONES LADO HEMBRA O MACHO ANILLO PERIMETRAL EN APOYO LATERAL DE PANEL SOBRE MAMPOSTERÍA 5 HEBEL PANEL LOSA ANILLO PERIMETRAL 5 TRASLAPE LONGITUD DE (TIPO) PERIMETRAL ANILLO JUNTA ENTRE PANEL PLANTA ANILLO PERIMETRAL EN ESQUINA Y JUNTA ENTRE PANEL VER DIMENSIONES EN PLANTA LONGITUD DE APOYO MINIMA: A= A Ó L/80 (EL MAYOR) 70 mm (SOBRE HEBEL) 50 mm (SOBRE CONCRETO) VARILLA DE JUNTA ENTRE PANEL HEBEL PANEL LOSA (MINIMO) L = LONGITUD DEL PANEL (TIPO) ANILLO PERIMETRAL Y 1 #2 @ 400 REFUERZO: 2 VAR. #3 CORRIDAS APOYO DE PANEL SOBRE MAMPOSTERÍA EN MURO EXTERIOR L = LONGITUD DEL PANEL 50 mm (SOBRE CONCRETO) 70 mm (SOBRE HEBEL) Ó L/80 (EL MAYOR) A= LONGITUD DE APOYO MINIMA: A A EN PLANTA ENTRE PANEL VARILLA DE JUNTA PANEL LOSA HEBEL 5 5 VER DIMENSIONES HEBEL PANEL LOSA APOYO DE PANEL SOBRE MAMPOSTERÍA EN MURO INTERIOR O ELEMENTO CARGADOR LADO MACHO 5 HEBEL ESPESOR DE ACABADO PANEL LOSA HEBEL MALLA DE FIBRA DE VIDRIO EMBEBIDA EN ESPESOR DEL PANEL LOSA ACABADO ARMADO CON 1 VAR. #3 CORRIDA MORTERO CEMENTO-ARENA 1:4 LADO HEMBRA EN JUNTA ENTRE PANEL JUNTA ENTRE PÁNELES DE LOSA PANELES DE LOSA HEBEL 50mm Y 1 #2 @ 400 REFUERZO: 2 VAR. #3 CORRIDAS 95000 2350-ALTURA DE VENTANAS Y PUERTAS >50 400 400 200 38 75 38 55 145 150 ó 175 150 200 38 75 38 55 145 95000 2350-ALTURA DE VENTANAS Y PUERTAS >50 900 200 200 4 139 75 VARIABLE A MODULACION 175 200 200 500 LP \A1;10 \A1;120 POLIESTIRENO HEBEL BLOCK HEBEL BLOCK CON CONCRETO 1 #3 Y RELLENAR f'c=150 kg/cm2 -80.03377629864184 LAMINA CONECTORA HEBEL @ 2 HILADAS (DOBLADA) BLOCK DE CONCRETO -80.03377629864184 150 100 -57.85007412834238 @ 2 HILADAS LAMINILLA HEBEL CONECTORA CONECTORA LAMINILLA HEBEL HEBEL BLOCK MUROS MAYORES A 150 MUROS DE 100 Y 125 -57.85007412834238 150 (MINIMO) 150 100 150 \A1;20 10 100 150 12 CM ESPESOR DE VARIABLE \A1;1250 \A1;ESP \A1;10 \A1;10 \A1;MIN. 65 cm \A1;10 \A1;120 \A1;3.8251 \A1;5.9575 \A1;4.9500 \A1;3.43 \A1;5.72 \A1;5.07 \A1;5.95 \A1;5.95 \A1;1.95 \A1;6.62 \A1;1.83 \A1;3.65 \A1;4.03 \A1;2.15 \A1;2.35 \A1;5.38 \A1;4.30 \A1;5.23 \A1;3.06 \A1;4.61 \A1;3.40 \A1;1.75 \A1;4.60 \A1;3.60 \A1;1.70 \A1;4.70 \A1;1.70 \A1;1.65 \A1;0.72 \A1;4.89 5857 4400 8550 11018 5048 2050 2050 1970 903 4738 1990 2445 2105 6200 5300 3000 1300 1200 8700 A 1 2 A 1 2 A 1 2 G 3 4 G LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=4.55M LOSA AAC-6 E=20CCM L=4.55M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=4.85M LOSA AAC-6 E=25.0CM L=4.85M LOSA AAC-6 E=25.0CM L=4.85M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=5.55M LOSA AAC-6 E=25.0CM L=6.30M LOSA AAC-6 E=25.0CM L=6.30M LOSA AAC-6 E=25.0CM L=4.60M LOSA AAC-6 E=25.0CM L=4.60M LOSA AAC-6 E=25.0CM L=4.60M LOSA AAC-6 E=25.0CM L=4.60M LOSA AAC-6 E=25.0CM L=4.90M LOSA AAC-6 E=25.0CM L=2.00M LOSA AAC-6 E=25.0CM L=2.00M LOSA AAC-6 E=25.0CM L=2.00M LOSA AAC-6 E=20.0CM L=4.55M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=25.0CM L=2.19M LOSA AAC-6 E=25.0CM L=2.19M LOSA AAC-6 E=25.0CM L=1.59M LOSA AAC-6 E=25.0CM L=1.59M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=4.85M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=4.25M LOSA AAC-6 E=17.5CM L=4.25M LOSA AAC-6 E=17.5CM L=4.25M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.94M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=5.90M LOSA AAC-6 E=25.0CM L=2.19M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=5.90M LOSA AAC-6 E=17.5CM L=4.85M LOSA AAC-6 E=17.5CM L=4.85M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=17.5CM L=5.52M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=4.87M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20.0CM L=5.95M LOSA AAC-6 E=20CCM L=4.55M LOSA AAC-6 E=20CCM L=4.55M LOSA AAC-6 E=20CCM L=4.55M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.65M LOSA AAC-6 E=17.5CM L=4.94M LOSA AAC-6 E=17.5CM L=4.94M LOSA AAC-6 E=17.5CM L=4.94M SUBE BAJA G D C 1 A 2 3 4 7 10 8 9 B D F G 1 2 3 3 5 6 5 6 A B C E G 1 6 6 3 4 7 6 B D G B D D NPT 0.00-0.10 NPT 1.13 NPT 0.10 A B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOSA E=10CM f'c=250 KG/CM2 REFUERZO 1 PARRILLA DE VARILLAS #3@30CM (SE PUEDE SUSTITUIR POR MALLA DE INGENIERÍA 7.5X7.5-30X30) 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 5 200 200 5 5 5 5 5 5 5 ZAPATA ZA-02 800X800X275mm ZAPATA ZA-03 1000X1000X275mm 5 5 ZAPATA ZA-01 500X500X275mm ZAPATA ZA-02 800X800X275mm ZAPATA ZA-04 1700x1700X275mm ZAPATA ZC-01 1900X2250X375mm CT-01 CT-01 CT-01 CT-01 CT-01 CT-01 CT-01 CT-01 CT-01 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-02 CT-03 CT-04 CT-02 CT-02 CT-02 CT-02 CT-03 BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM BLOCK HEBEL 17.5CM BLOCK HEBEL 17.5CM BLOCK HEBEL 17.5CM BLOCK HEBEL 15CM BLOCK HEBEL 15CM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BLOCK CRT 10CM 5 5 BLOCK CRT 15CM BLOCK CRT 15CM BLOCK CRT 15CM BLOCK CRT 15CM BLOCK CRT 15CM BLOCK CRT 15CM BLOCK CRT 15CM 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 BLOCK HEBEL 15CM 5 5 5 5 5 5 5 BLOCK CRT 15CM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BLOCK HEBEL 15CM BLOCK HEBEL 15CM 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 MURO DE BLOCK E=10CM REFORZADO INTERNAMENTE 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO DE BLOCK E=10CM REFORZADO INTERNAMENTE 5 5 5 5 5 COLUMNA VARIABLE VARIABLE 5 NPT=1.13M 5 VARIABLE VARIABLE 5 5 5 GANCHOS ESTÁNDAR Ld TABLA DE ZAPATAS NOMBRE ZA-01 ZA-02 ZA-03 ZA-04 ZC-01 TIPO AISLADA AISLADA AISLADA AISLADA COMBINADA DIMENSIONES 500X500mm 1000X1000mm CANTIDAD 2 2 2 1 1 ARMADO DOBLE PARRILLA #4@20CM A.D. DOBLE PARRILLA #4@20CM A.D. ABAJO #4@20CM A.D. / ARRIBA #4@25CM A.D. ABAJO #5@25CM A.D. / ARRIBA #5@22.5CM A.D. ESPESOR 275mm CT (CONTRATRABE) CT (CONTRATRABE) TABLA DE CONTRATRABES NOMBRE CT-01 CT-02 CT-03 CT-04 TIPO CENTRAL LINDERO CENTRAL CENTRAL DIMENSIONES 200X200mm 175X200mm 300X200mm 350X200mm ARMADO 4VAR#4 ESTRIBOS #3@15CM Ld NPT=1.13M 5 VARIABLE VARIABLE 5 4VAR#4 ESTRIBOS #3@15CM 4VAR#4 ESTRIBOS #3@15CM 4VAR#4 ESTRIBOS #3@15CM GANCHOS ESTÁNDAR 5 25 CT (CONTRATRABE) VARIABLE 5 #3@15CM 4#4 NPT=1.13M 5 5 LOSA VARIABLE LOSA LOSA 5 5 5 5 CONTRATRABE LINDERO CONTRATRABE CENTRAL 5 5 DETALLE DE CONTRATRABE A ZAPATA \W1.10702; COLUMNA C-01 \W2.20226; 150X200mm \W1.10702; COLUMNA C-01 \W2.20226; 150X200mm \W1.74988; CASTILLO K-1 \W2.20226; 150X150mm 5 5 \W1.74988; CASTILLO K-1 \W2.20226; 150X150mm \W1.74988; CASTILLO K-1 \W2.20226; 150X150mm CASTILLO DE MODULACIÓN KM-1 CT-02 1 / PLANTA DE CIMENTACIÓN 2 / PLANTA DE DESPLANTE DE MUROS 3 / DETALLES DE CIMENTACIÓN 4 / DETALLES DE CONTRATRABES 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.10702; COLUMNA C-01 \W2.20226; 150X200mm \W0.96416; COLUMNA C-02 \W2.27369; 200X300mm \W1.10702; COLUMNA C-01 \W2.20226; 150X200mm \W0.96416; COLUMNA C-02 \W2.27369; 200X300mm 5 5 5 275mm 275mm 275mm 375mm 800X800mm 1700X1700mm 1900X2250mm DOBLE PARRILLA #4@20CM A.D. A' \W0.22283; A B B' 5 5 5 5 5 \W0.15140; C C' ESC. 1:75 ESC. 1:75 ESC. 1:100 ESC. 1:100 NF=1.13M NF1=5.1M NF2=8.96M 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 V-01 150X450mm V-02 150X450mm V-03 150X200mm C-1 200X300mm C-1 200X300mm C-3 200X300mm C-2 200X300mm C-3 150X200mm C-4 150X200mm 5 / CORTES ESTRUCTURALES ESC. 1:10 ZAPATA ZA-04 1700x1700X275mm ZAPATA ZC-01 1900X2250X375mm ZAPATA ZA-03 1000X1000X275mm NF=1.13M NF1=5.1M 5 5 5 5 5 5 5 5 5 CORTE ESTRUCTURAL A-A' 5 5 5 5 5 5 5 5 5 5 5 V-04 150X200mm V-04 150X200mm C-1 200X300mm C-5 150X200mm C-6 150X200mm K-1 150X150mm K-1 150X150mm CORTE ESTRUCTURAL B-B' ZAPATA ZA-04 1700x1700X275mm ZAPATA ZA-02 800X800X275mm ZAPATA ZA-02 800X800X275mm CORTE ESTRUCTURAL C-C' C-4 150X200mm C-7 150X200mm V-05 150X200mm NF=1.13M NF1=5.1M 5 5 5 5 ZAPATA ZA-03 1000X1000X275mm 5 5 5 5 6 / DESARROLLO DE COLUMNAS \W2.29336; C-1 200X300mm \W3.34098; f'c=300kg/cm² \W3.15048; fy=4200kg/cm² 5 5 5 #3@200mm 4VARS#5 NF1=5.1M 5 5 6VARS#6 \W2.29336; C-1 200X300mm \W3.34098; f'c=300kg/cm² \W3.15048; fy=4200kg/cm² NF2=8.9M #3@200mm NF=1.3M 5 5 5 DESARROLLO COLUMNA C-1 200X300mm DESARROLLO COLUMNA C-2 200X300mm \W2.29336; C-2 200X300mm \W3.34098; f'c=300kg/cm² \W3.15048; fy=4200kg/cm² 5 5 5 4VARS#5 \W2.29336; C-2 200X300mm \W3.34098; f'c=300kg/cm² \W3.15048; fy=4200kg/cm² 5 5 5 8VARS#6 #3@200mm 5 5 #3@200mm DESARROLLO COLUMNA C-3 150X200mm DESARROLLO COLUMNA C-4/C-7 150X200mm \W2.29336; C-3 150X200mm \W3.34098; f'c=300kg/cm² \W3.15048; fy=4200kg/cm² 5 5 5 4VARS#5 NPT1=5.1M NPT=1.3M 5 5 5 5 5 #3@150mm 5 5 5 #3@150mm 5 5 \W2.29336; C-4 150X200mm \W3.34098; f'c=250kg/cm² \W3.15048; fy=4200kg/cm² 5 5 5 4VARS#4 PLANTAS DE CIMENTACIÓN Y DESPLANTE DE MUROS, DETALLES, CORTES ESTRUCTURALES Y DESARROLLO DE COLUMNAS COMO SE INDICA CM-S01 1/3 CM-S01 5 5 5 5 CT-05 CENTRAL 450X200mm 6VAR#4 ESTRIBOS #3@15CM CT-05 DETALLE DE ESCALERAS EN CM-S01/4 5 5 5 5 5 5 \W2.20226; 100X150mm \W1.60702; CASTILLO K-3 5 DETALLE DE ESCALERAS EN CM-S01/4 DETALLE DE ESCALERAS EN CM-S03/1 \W2.20226; 100X175mm \W1.60702; CASTILLO K-5 \W2.20226; 100X175mm \W1.58321; CASTILLO K-4 \W1.74988; CASTILLO K-1 \W2.20226; 150X150mm \W2.20226; 150X175mm \W1.58321; CASTILLO K-4 5 5 5 5 5 5 5 5 ZAPATA ZA-01 500X500X275mm TERRENO CONSOLIDADO Y COMPACTADO AL 95% DE LA PRUEBA PROCTOR, CON CAPACIDAD DE CARGA MÍNIMA DE 10 TON/M2 LOSA E=10CM f'c=250 KG/CM2 REFUERZO 1 PARRILLA DE VARILLAS #3@30CM (SE PUEDE SUSTITUIR POR MALLA DE INGENIERÍA 7.5X7.5-30X30) 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

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, consisting, cuts, dwelling unit, DWG, Family, file, floors, FOUNDATION, haus, house, Housing, levels, logement, maison, plan, residên, residence, room, single, structural, structure, unidade de moradia, villa, walls, wohnung, wohnung einheit