Plano Staking Structures DWG Block for AutoCAD

Plano Staking Structures DWG Block for AutoCAD

is a plane Metal structures, with wooden bases and H ° A °

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

broad wings profile, each, ridge belts, intermediate straps, straps edges, cut, detail, straps, truss, cut, ipn beam, ipn beam, cut, tonillo, sec. ipn, ipn, sec. ipn, ipn, sec. ipn, territorial contribution, new building plan, single family Home, property of: antu tupac, street: white white, circ., section, Apple, plot, esc .:, location sketch, district, sup ground, sup build, sup free, the appropriation of the plans does not, exempt from the obligation to possess, home…………………………………………, name of the construction manager clarifies., home…………………………………………, name of the designer clarifies, home ………………………………………., name of the calculator clarifies., home…………………………………………, name of the executor of the structure, home…………………………………………, signature of the executor, calculator signature, signature of the designer, signature of the construction manager, owner’s signature, ………………………………………….. .., permission to use., clarifies, stairway detail, union between base column, mezzanine union, column beam joining, beam, kind, long, ipn, ipn, ipn, ipn, ipn, ipn, ipn, ipn, v. sec., kind, long, ipn, vs.sec, vs.sec, ipn, colum., kind, long, perf. wide wings, reinforced concrete bases, profile wide wings column, ipn beam, profile column wide wings, steps of, ipn, screw, ipn beam, ipn, tonillo, license plate, broad-winged column

Raw text data extracted from CAD file:

2.50 2.50 \A1;2.35 \A1;2.30 \A1;1.15 \A1;2.3 \A1;2.3 \A1;9.60 \A1;10.73 \A1;4.5 \A1;4.6 \A1;5.4 \A1;1.6 \A1;1.5 \A1;0.7 \A1;0.7 \A1;3.9 \A1;1.3 \A1;3.3 \A1;1.1 \A1;0.9 C1 PERFIL 20 ALAS ANCHAS C2 C3 C4 C5 C6 C7 C8 C9 C10 C11 C12 C13 C1 C2 C3 C4 +2.70 +2.80 +0.10 +/-0.00 +1.45 +7.00 cabios cada 0.50m correas cumbreras correas intermedias correas bordes Corte A-A 6"X12" 3"X3" Detalle 3 Detalle 1 Detalle 2 Detalle 4 Detalle 5 4 5 1 2 3 2.50 2.50 2.35 2.30 1.15 2.3 2.3 3"x5" c/u a 0.50 c/u a 2.25 5 5 +0.10 +1.45 +7.00 +/-0.00 correas cercha CORTE A-A VIGA IPN 120 (EXISTENTE) VIGA DE IPN 80 CORTE B-B TONILLO 5/8"d x 4" d 30 V1 V2 V3 V4 V5 V6 V7 V9 V8 V10 V12 VIGA SEC. 2 IPN 80 c/50 VIGA SEC. 3 IPN 80 c/50 VIGA SEC. 4 IPN 100 c/50 VIGA SEC. 5 IPN 80 c/50 V11 V 13 IPN 80 V 14 IPN 80 VIGA SEC. 6 IPN 80 c/50 \A1;72 3"X3" 3"X3" 3"X3" 3"X3" 3"X3" IPN 120 IPN 120 IPN 200 IPN 120 IPN 120 IPN 120 IPN 120 IPN 120 IPN 120 IPN 120 IPN 120 IPN 200 VIGA SEC. 3 IPN 80 c/50 PARTIDA DE CONTRIBUCION TERRITORIAL Nº1565034 PLANO DE : OBRA NUEVA VIVIENDA UNIFAMILIAR PROPIEDAD DE: IBALDI, ANTU TUPAC CALLE: BLANCO ENCALADA 1770 CIRC. 15 SECCION 49 MANZANA 126 PARCELA 30a ESC.: 1:50 CROQUIS DE UBICACION DISTRITO SUP. TERRENO SUP. A CONSTRUIR SUP. LIBRE La apropiacion de los planos no exime de la obligacion de poseer Domicilio................................................ Nombre del Director de Obra aclara. Domicilio................................................ Nombre del Proyectista aclara Domicilio .............................................. Nombre del Calculista aclara. Domicilio................................................ Nombre del Ejecutor de la Estructura Domicilio................................................ U 2 3 Firma del Ejecutor Firma del Calculista Firma del Proyectista Firma del Director de Obra Firma del Propietario .................................................... .................................................... .................................................... .................................................... .................................................... permiso de uso. aclara. DETALLE DE ESCALERA UNION ENTRE BASE Y COLUMNA UNION DEL ENTREPISO UNION DE VIGA Y COLUMNA VIGA TIPO LARGO V 1 V 2 V 3 V 4 V 5 V 6 V 7 V 8 V 9 V 10 V 11 V 12 IPN 120 IPN 120 IPN 120 5 m 5 m IPN 120 IPN 120 2.3 m 2.3 m IPN 120 IPN 120 4 m 4 m IPN 200 6.2 m IPN 120 IPN 120 2.5 m 2.5 m IPN 200 6.2 m IPN 120 3.7 m 3.7 m V 13 V 14 IPN 160 IPN 160 2.5 m 2.5 m V. sec. TIPO LARGO IPN 80 c/50 IPN 80 c/50 IPN 80 c/50 IPN 100 c/50 IPN 100 c/50 V.sec 1 V.sec 2 V.sec 3 V.sec 4 V.sec 5 3.7 m 3.9 m 2.3 m 3.8 m 3.9 m V.sec 6 IPN 100 c/50 2.3 m COLUM. TIPO LARGO C 1 C 2 C 3 C 5 C 4 C 11 C 7 C 6 C 8 C 9 C 10 C 12 C 13 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m 5.2 m PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 PERF. ALAS ANCHAS 20 5 5 5 5 5 5 5 5 BASES DE HORMIGON ARMADO COLUMNA DE 20 ALAS ANCHAS PERFIL VIGA DE IPN 80 COLUMNA DE 10 PERFIL ALAS ANCHAS ESCALONES DE 1" X 10" IPN 80 TORNILLO DE 5/4"X 1" VIGA DE IPN 120 IPN 120 TONILLO 5/8"d x 4" PLACA 20 x 60 1/2" COLUNNA 20 DE ALAS ANCHAS 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, bases, block, DWG, erdbebensicher strukturen, metal, plane, plano, seismic structures, staking, structures, strukturen, wooden