One Family Housing, 2 Levels, Structural Plans DWG Plan for AutoCAD

One Family Housing, 2 Levels, Structural Plans DWG Plan for AutoCAD

STRUCTURAL PLANS OF A HOUSING 2 LEVELS; WITH DETAILS OF BEAMS AND CROSS BEAMS.

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

in house state of mexico, in house state of s.a. of c.v., Mexico state, feb, June, details, structural, paraiso rinconada lerma, av. no hidalgo cabbage. the, state of mexico state, cloth, threads, seal of authorization of, date:, scale:, dimensions:, meters, Location:, builder:, owner:, key:, localization map, urban Development, seal of authorization of, director responsible for construction, observations:, archive:, symbology, in jaus, in jaus … s.a. of c.v., facade cuts, architectural, av. Manuel Villada, Emiliano Zapata, av. independence, priv. of May, F. magon, imss, av. gentleman, cuahtemoc, abasol, ortega, isidro fabela, beyond, of March, corregidora, February, of March, av. reolin barejon, north, mezzanine floor, esc, empty, kind, kind, roof plant, esc, compression layer cm. with concrete with welded mesh, castle ending, under the slab, castle that continues, born on the slab, symbology, low wall in window, concrete slab of cm with var. both ways, only the block is indicated as placement criteria, esc., slab of tinacos, wall projection, plant, cut, armex, tinacos projection, block hollow of, viged, precolored, joist, esc, ribbing type, chain lock, leveling polin, pre-glazed beam, Wall, godmother, mesh, compression layer cm, polystyrene, precolored, joist, esc, precolored, joist, esc, addition, ribbing type, dala, esc, armex, tinaco projection, dala, esc, this wall is not a load. leave a separation of polystyrene filler, lock, esc, tray, lock, esc, lock, esc, lock, esc, tray, lock, esc, secc., secc. ii, lock, esc, lock, secc., esc, lock, secc. ii, esc, bath that does not put polystyrene, compression layer cm. with concrete with welded mesh, adjustment with concrete, adjustment with polystyrene, adjustment with polystyrene, adjustment with concrete, adjustment with polystyrene, additional reinforcement, in mezzanine joist, joist type mca. Similary, clear cloth, esc, ref. additional, precolored, trabes, joist, polystyrene bump, welded Mesh, compression layer, shot of trabedilla in chain trab, cramp for electrical installations, adjustments. chain brace, cm compression layer, polystyrene bump, threads, temporary polin for slab casting, waterproofing, polystyrene bump, adjustments with concrete chain support bolt cut, polystyrene bump, staple, luminaire box, wire, triplay, joist, cut type, esc, joist, support in dalas, esc, polystyrene, adjustment, esc, concrete, adjustment, esc, joist, roof cut, esc, inst. electrical, cramp, esc, empty, slab cto. washed, esc, secc., rec. cm, compression layer cm. with concrete with welded mesh, dala, esc, dressing that does not put polystyrene, wall that does not load, lock, esc, secc., secc. ii, lock, esc, secc., mesh hooks layer, note: the base of the tinaco is lack detail of to define armed dimensions

Raw text data extracted from CAD file:

00 \A1;735 \A1;296.67 \A1;92.17 \A1;281.21 \A1;718.00 \A1;46.83 \A1;1.98 \A1;1.00 \A1;1.60 \A1;9.69 \A1;2.81 \A1;7.18 \A1;7.35 \A1;75.00 \A1;75.00 \A1;75 NE-01 AA \A1;113.13 \A1;10 \A1;70 \A1;20 \A1;5 \A1;11.5 \A1;12 \A1;75 (TIPO) \A1;5 \A1;11.5 \A1;12 \A1;5 \A1;11.5 \A1;12 \A1;20 \A1;20 \A1;12 \A1;20 \A1;20 \A1;25 \A1;20 \A1;25 \A1;5 \A1;20 \A1;25 \A1;20 \A1;20 \A1;20 \A1;5 \A1;12 \A1;20 \A1;T-6 \A1;20 \A1;12 \A1;20 E# \A1;SECC. I \A1;SECC. II \A1;217.00 \A1;364.50 \A1;230.00 \A1;40 \A1;20 \A1;20 \A1;12 \A1;20 \A1;20 \A1;30 IN HOUSE ESTADO DE MÉXICO IN HOUSE ESTADO DE MÉXICO, S.A. DE C.V. LERMA, ESTADO DE MÉXICO 03-03-ESTRUCTURAL 02_18 FEB 08.DWG 12 JUNIO 2008 1:50 E-03 DETALLES ESTRUCTURAL PARAISO RINCONADA LERMA AV. HIDALGO No. 40, COL. LA MOTA, LERMA DE VILLADA, ESTADO DE MEXICO \A1;CLARO A PAÑO \A1;5 \A1;5 \A1;5 \A1;4 \A1; HILADAS \A1;15 \A1;20 \A1;12 \A1;2.98 \A1;1.60 \A1;0.50 \A1;1.80 \A1;1.92 \A1;SECC. I \A1;20 \A1;20 \A1;20 \A1;15 \A1;20 \A1;217.00 \A1;364.50 \A1;230.00 \A1;SECC. I \A1;SECC. I \A1;SECC. II \A1;40 \A1;20 \A1;1.39 SELLO DE AUTORIZACIÓN DE FECHA: ESCALA: ACOTACIONES: METROS UBICACION: CONSTRUCTOR: PROPIETARIO: CLAVE: P R O Y E C T O : P L A N O : E S P E C I F I C A C I Ó N: N O R T E CROQUIS DE LOCALIZACION DESARROLLO URBANO SELLO DE AUTORIZACIÓN DE DIRECTOR RESPONSABLE DE OBRA OBSERVACIONES: ARCHIVO: SIMBOLOGÍA IN JAUS IN JAUS ... S.A. DE C.V. 2007 1:100 AQ-01 CORTES Y FACHADAS ARQUITECTÓNICO AV. MANUEL VILLADA EMILIANO ZAPATA M O R E L O S AV. INDEPENDENCIA PRIV. 5 DE MAYO 5 D E M A Y O F. MAGON IMSS AV. HIDALGO CUAHTEMOC ABASOLO ORTEGA ISIDRO FABELA ALLENDE 29 DE MARZO CORREGIDORA 8 DE FEBRERO 2 DE MARZO AV. REOLIN BAREJON NORTE \A1;2.41 \A1;1.05 \A1;1.17 \A1;2.31 \A1;0.55 \A1;0.60 \A1;9.81 \A1;9.81 \A1;9.69 \A1;1.60 \A1;1.91 \A1;2.22 \A1;1.31 \A1;2.15 \A1;0.50 \A1;112.98 \A1;157 1 3 5 3' 4 B C E G B' H A 5 5 5 5 5 5 1 2' 3 5 A B C D E F' G 5 5 5 5 5 5 5 1 PLANTA DE ENTREPISO ESC 1:50 DL-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-3 K-1 K-2 K-1 DL-1 DL-1 V-1 V-1 V-1 V-3 T-1 V-3 T-2 V-3 V-3 T-4 T-4 VACIO DL-1 DL-1 DL-1 DL-1 DL-1 T-4 5 TIPO 5 TIPO DL-1 DL-2 DL-2 V-1 DL-1 DL-1 DL-1 DL-2 T-7 T-7 DL-2 V-1 V-1 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-1 DL-1 DL-1 DL-1 DL-1 2 PLANTA DE AZOTEA ESC 1:50 5 V-3 T-5 T-3 DL-1 T-4 K-2 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 KA KA KA CAPA DE COMPRESION DE 4 cm. CON CONCRETO f'c=200 kg/cm2 CON MALLA ELECTROSOLDADA 6x6-10/10 CASTILLO QUE TERMINA BAJO LA LOSA CASTILLO QUE CONTINUA O NACE EN LA LOSA SIMBOLOGIA KA KA KA MURO BAJO EN VENTANA K-1 KA DL-1 CHAROLA, LOSA DE CONCRETO DE 5 CM f'c=200 kg/cm2 CON VAR. d 1/4 @ 20 CM AMBOS SENTIDOS CHAROLA, LOSA DE CONCRETO DE 5 CM f'c=200 kg/cm2 CON VAR. d 1/4 @ 20 CM AMBOS SENTIDOS T-5 T-6 SOLO SE INDICA EL BLOCK COMO CRITERIO DE COLOCACION KA KA 3 ESC. 1:25 LOSA DE TINACOS #1/4"@20 PROYECCION MURO 5 #1/4"@20 PLANTA 5 5 5 CORTE A-A A A ARMEX 12x20-4 (TIPO) PROYECCION DE TINACOS (1100 lts.) #1/4"@20 BLOCK HUECO DE 12 X 20 VIGUETA Y BOVEDILLA DL-2 DL-2 2d1/4 d5mm 1d1/4 PRECOLADO VIGUETA V-1 ESC 1:10 1 NERVADURA TIPO 14-64 5 5 5 <> (TIPO) CADENA O TRABE POLIN DE NIVELACION LARGUERO PRECOLADO MURO MADRINA MALLA 6x6-10/10 CAPA DE COMPRESION 4 CM BOVEDILLA POLIESTIRENO d5mm 1d1/4 PRECOLADO VIGUETA V-2 ESC 1:10 2 5 5 5 d5mm 1d1/4 PRECOLADO VIGUETA V-3 ESC 1:10 3 5 5 5 2d1/4 +d1/4 ADIC 2d1/4 +2d1/4 ADIC NERVADURA TIPO 14-64 NERVADURA TIPO 14-64 20 20 12 DALA DL-1 ESC 1:10 7 ARMEX 12X20-4 PROYECCION TINACO 20 <> DALA DL-2 ESC 1:10 8 3#4 DL-1 ESTE MURO NO ES DE CARGA. DEJAR UNA SEPARACION DE 1.5 CM, CON RELLENO DE POLIESTIRENO K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 5 20 5 TRABE T-1 ESC 1:10 4 4#4 3#4 E#2@15 5 CHAROLA 20 5 TRABE T-2 ESC 1:10 5 4#4 4#4 E#2@20 20 5 TRABE T-3 ESC 1:10 6 2#3 3#4 E#2@15 20 5 TRABE T-5 ESC 1:10 14 2#4 2#4 E#2@20 5 CHAROLA 5 T-6 20 5 TRABE T-6 ESC 1:10 15 4#4 2#4 E#2@20 5 2 @15 10@7 10@7 @15 SECC. I SECC. II B C G I 5 5 5 TRABE T-4 ESC 1:50 11 \A1;4#4 6#4 3#4 5 5 20 5 TRABE T-4 SECC. I ESC 1:10 12 4#4 4#4 5 20 5 TRABE T-4 SECC. II ESC 1:10 13 4#4 3#4 E#2@20 \A1;MURO DE BAÑO QUE NO CARGA, COLOCAR POLIESTIRENO CAPA DE COMPRESION DE 4 cm. CON CONCRETO f'c=200 kg/cm2 CON MALLA ELECTROSOLDADA 6x6-10/10 AJUSTE CON CONCRETO AJUSTE CON POLIESTIRENO V-1 V-1 AJUSTE CON POLIESTIRENO T-6 V-1 V-1 AJUSTE CON CONCRETO V-1 V-1 AJUSTE CON POLIESTIRENO ARMADO ADICIONAL EN VIGUETA DE ENTREPISO VIGUETA TIPO 14-64 MCA. ARMAX-60 O SIMILAR CLARO A PAÑO ESC 1:25 4 REF. ADICIONAL 2d1/4" 1d1/4" 5 5 PRECOLADO 5 DL-1, TRABES VIGUETA BOVEDILLA DE POLIESTIRENO MALLA ELECTROSOLDADA 6x6-10/10 CAPA DE COMPRESION f'c=200kg/cm2 REMATE DE BOVEDILLA EN CADENA O TRABE CIMBRA PARA INSTALACIONES ELECTRICAS AJUSTES. APOYO EN CADENA O TRABE DE BOVEDILLA RECORTADA CAPA DE COMPRESION DE 4 cm 5 BOVEDILLA DE POLIESTIRENO HILADAS 5 POLIN PROVISIONAL PARA COLADO DE LOSA IMPERMEABILIZANTE 5 12 BOVEDILLA DE POLIESTIRENO AJUSTES CON CONCRETO APOYO EN CADENA O TRABE DE BOVEDILLA RECORTADA BOVEDILLA DE POLIESTIRENO GRAPA d5/32" @25 2d1/4" CAJA DE LUMINARIA ALAMBRE TRIPLAY VIGUETA CORTE TIPO ESC 1:10 5 VIGUETA APOYO EN DALAS ESC 1:10 6 POLIESTIRENO AJUSTE ESC 1:10 7 CONCRETO AJUSTE ESC 1:10 8 VIGUETA CORTE AZOTEA ESC 1:10 9 INST. ELECTRICA CIMBRA ESC 1:10 10 K-1 K-1 K-1 K-1 KA DL-1 T-1 V-1 DL-1 K-1 K-0 K-0 K-0 K-0 K-0 DL-1 DL-1 V-1 K-1 K-1 K-1 K-1 K-1 K-1 DL-1 VACIO DL-1 DL-1 V-1 V-1 DL-1 DL-1 DL-1 DL-1 11 LOSA CTO. LAVADO ESC 1:50 1 3 5 B C E B' A 5 5 5 5 A 3#4 SECC. I DL-1 REC. DE 1.5 CM CAPA DE COMPRESION DE 4 cm. CON CONCRETO f'c=200 kg/cm2 CON MALLA ELECTROSOLDADA 6x6-10/10 T-7 T-7 20 <> DALA DL-3 ESC 1:10 9 2#4 3#4 E#2@10 \A1;MURO DE VESTIDOR QUE NO CARGA, COLOCAR POLIESTIRENO MURO QUE NO CARGA MURO QUE NO CARGA 1#4 \A1; 6#4 @10 20 5 TRABE T-7 ESC 1:10 16 4#4 3#4 E#2@20 5 2 @20 @20 10@7 10@7 SECC. I SECC. II B C G I 5 5 5 TRABE T-7 ESC 1:50 17 \A1;4#4 3#4 5 5 A SECC. I DL-2 @20 @20 D 4 5 H V-3 V-1 V-3 V-1 V-1 KA KA KA KA KA KA KA KA KA KA GANCHOS DE 20cm MALLA 6-6/6-6 1 CAPA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 KA V-2 KA KA KA 5 K-1 KA KA KA V-1 KA KA KA KA 5 NOTA: LA BASE DEL TINACO ES CIRCULAR, FALTA DETALLE DE OBRA, PARA DEFINIR ARMADO Y DIMENSIONES

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, construction details section, cross, cut construction details, details, DWG, Family, Housing, levels, plan, plans, residence, structural