Losa Zero – Suspended Ceiling – Shoe Foundation DWG Block for AutoCAD

Losa Zero – Suspended Ceiling – Shoe Foundation DWG Block for AutoCAD

Losa Zero – Suspended Ceiling – Shoe Foundation

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

var. with, stirrups of, detail of castle., sursum, versus, ipr beam, galvanized steel pendant, plasterboard with tied with galvanized wire, load channel each cm channel for distribution of each cm, concrete, ipr beam, mortar, clay tile, cold waterproofing, grout, chamfer, the cm square, roof truss, cm cm ceiling, main tee, tee connector, perimeter angle, detail of ceiling in floor, steel column ipr, cm castle, cm block wall, round smooth rod of cm, union detail, mallalac, concrete, the section section, beam, the section section, concrete, connectors: mm bolts mm diameter with head, detail of losacero, welded column, ipr beam, ipr column, detail of column joint with beam, detail of union of beam losacero, both senses., vars, concrete, detail of adjoining insulated shoe, concrete, detail of adjoining insulated shoe, vars, both senses., concrete template, vars, dice, vars, cms., vars, cms., vars, both senses., vars cms., both senses., cms., vars, vars, isolated shoe type detail, concrete, concrete template, both senses., vars, concrete template, vars, cms., vars, dice, vars, cms., vars, both senses., vars, cms., vars, cms., vars, dice, stirrups of, detail of dala desante., var. with, detail of dala enclosure., concrete, stirrups of, var. with, concrete, false ceiling detail, galvanized steel pendant, plasterboard with tied with galvanized wire, load channel each cm channel for distribution of each cm, concrete, ipr beam, mortar, clay tile, cold waterproofing, grout, chamfer, the cm square, roof truss, Museum, adviser, matter, two, symbology, June of, meters, dimensioning:, scale:, student, name sheet, date:, orientation:, constructive details, Location:, key:, semester:

Raw text data extracted from CAD file:

4 Var. 3/8" con F´c=200 Kg/Cm2 Estribos de 1/4"@20cms. DETALLE DE CASTILLO. \A1;0.15 0.15 0.03 0.40 0.03 U SURSUM S N V I E U R D I A A D VERSUS A A N O T M O O A N L S D I VIGA IPR 18" 0.0269999999999868 0.3958999999999264 0.0269999999999868 \A1;1.00 \A1;100 \A1;1.00 \A1;0.05 \A1;0.4 \A1;0.2 \A1;1.1 COLGANTE DE ACERO GALVANIZADO #16 TELA YESERA #800 CON 1.5CM DE YESO, AMARRADA CON ALAMBRE GALVANIZADO #18 Canaleta de carga \S3/4;" a cada 30 cm y canaleta para distribucion de \S1/2;"a cada 40 cm CONCRETO f''c= 200 kg/cm2 VIGA IPR DE 18" MORTERO CAL-ARENA LOSETA DE BARRO IMPERMEABILIZANTE EN FRIO LECHADA DE CEMENTO CHAFLAN LOSACERO DE 6.35 CM 0.4000000000000057 0.213499999999982 1.090000081161037 PRETIL DE AZOTEA \A1;0.3 \A1;0.1 \A1;0.7 \A1;0.6100 \A1;0.6100 Plafon de 61 cm x 61 cm x 9mm. Tee principal Tee conector Angulo perimetral DETALLE DE PLAFON EN PLANTA 0.6099999999999 5 COLUMNA DE ACERO IPR CASTILLO DE 15X15 CM CASTILLO DE 15X15 CM MURO DE BLOCK DE 0.15x0.20x0.40 CM MURO DE BLOCK DE 0.15x0.20x0.40 CM VARILLA LISA REDONDA DE 3/8 @40 CM VARILLA LISA REDONDA DE 3/8 @ 40 CM DETALLE DE UNION DE COLUMNA-CASTILLO-MURO MALLALAC 6-6/10-10 CONCRETO LOSACERO SECCIÓN 4 VIGA LOSACERO SECCIÓN 4 CONCRETO CONECTORES: PERNOS DE 19 mm DE DIAMETRO X 100 mm DE LONGITUD CON CABEZA DETALLE DE LOSACERO ELECTROSOLDADA A LA COLUMNA VIGA IPR 18" COLUMNA IPR 18" DETALLE DE UNION DE COLUMNA CON VIGA DETALLE DE UNION DE VIGA Y LOSACERO 0.05 AMBOS SENTIDOS. VARS. 3/8" @ 15CMS. CONCRETO F'C=200/CM2 DETALLE DE ZAPATA AISLADA COLINDANTE TIPO Z3 CONCRETO F'C=200/CM2 DETALLE DE ZAPATA AISLADA COLINDANTE TIPO Z2 VARS. 3/8" @ 15CMS. AMBOS SENTIDOS. 1.00 1.00 PLANTILLA DE CONCRETO F'C=100 KG/CM2 0.05 0.25 1.00 0.30 8 VARS. 1/2" DADO VARS. 3/8" @ 15 CMS. VARS. 3/8" @ 15 CMS. 1.00 8 VARS. 1/2" 0.35 0.45 1.00 AMBOS SENTIDOS. VARS. 3/8" @ 15 CMS. AMBOS SENTIDOS. @ 15 CMS. VARS. 3/8" 1.00 VARS. 3/8" @ 15CMS. DETALLE DE ZAPATA AISLADA TIPO Z1 CONCRETO F'C=200/CM2 PLANTILLA DE CONCRETO 100 @ 15CMS. AMBOS SENTIDOS. VARS. 3/8" 1.00 F'C=100 KG/CM2 PLANTILLA DE CONCRETO F'C=100 KG/CM2 8 VARS. 1/2" 0.25 @ 15 CMS. VARS. 3/8" 1.00 0.30 0.05 0.25 DADO 0.30 VARS. 3/8" @ 15 CMS. 8 VARS. 1/2" AMBOS SENTIDOS. VARS. 3/8" @ 15 CMS. 0.45 8 VARS. 1/2" 0.35 @ 15 CMS. VARS. 3/8" 0.45 8VARS. 1/2" 0.35 DADO Estribos de 1/4"@20cms. DETALLE DE DALA DESPLANTE. 4 Var. 3/8" con F´c=200 Kg/Cm2 DETALLE DE DALA CERRAMIENTO. 0.20 \A1;0.15 0.20 \A1;0.15 Concreto F´C=200 kg/cm2 Estribos de 1/4"@20cms. 4 Var. 3/8" con F´c=200 Kg/Cm2 Concreto F´C=200 kg/cm2 DETALLE DE FALSO PLAFON COLGANTE DE ACERO GALVANIZADO #16 TELA YESERA #800 CON 1.5CM DE YESO, AMARRADA CON ALAMBRE GALVANIZADO #18 Canaleta de carga \H0.70000x;\S3/4;" a cada 30 cm y canaleta para distribucion de \FCityBlueprint;\H0.70021x;\S1/2;"a cada 40 cm CONCRETO f''c= 200 kg/cm2 VIGA IPR DE 18" MORTERO CAL-ARENA LOSETA DE BARRO IMPERMEABILIZANTE EN FRIO LECHADA DE CEMENTO CHAFLAN LOSACERO DE 6.35 CM 5 5 5 PRETIL DE AZOTEA MUSEO N ASESOR : MATERIA : DUA SIMBOLOGIA : 18 de Junio de 2007 Metros S/E ACOTAMIENTO: ESCALA: ALUMNA : NOMB. LAMINA : FECHA: ORIENTACION: Detalles Constructivos UBICACION: CLAVE: C6 SEMESTRE: 8vo.

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, ceiling, dach, dalle, DWG, escadas, escaliers, FOUNDATION, lajes, losa, mezanino, mezzanine, platte, reservoir, roof, shoe, slab, slab zero, stair, suspended, suspended ceiling, telhado, toiture, treppe