Structures – Coffee DWG Section for AutoCAD

Structures – Coffee DWG Section for AutoCAD

Constructive detail of slabsteel and sections by facade

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

losacero, losacero, ipr ipr, variable, adjust to the skate, area of, warehouse, area of, access, office, adobe walls, aisle, block walls, architectural plant, Actual state, scale, new construction, low level, block walls, aisle, block walls, area of, warehouse, colinance, sidewalk, cl axis, shaft wall, access ppl., c. Carmen Salinas, street abasolo, area of, warehouse production, bathrooms, of administrative offices, area of, shaft wall, cl axis, block walls, top floor, new construction, scale, Existing construction area, lock, current facade, street abasolo, scale, main facade, street abasolo, scale, departure, main facade, street abasolo, scale, closing dala, castle, window, door, window, parapet, demolition area, d.r.o. do not., lot:, Location, owner, jesus salvador valdes valdes, street ocampo, Apple:, street abasolo, street carmen salinas, street magdalena mondragon, sketch of, location, draft:, firm.:, longitudinal cut, street abasolo, scale, losacero, losacero, parapet, access, metal ipr, The typical steel roof, scale, roof slab, scale, new construction, cimentacion plant, since, division:, cl axis, cps, shaft wall, in both ways, cps, ipr, cl axis, shaft wall, ipr, license plate, detail, cut, metal column ipr, license plate, aps., ipr ipr, cut, metal column ipr, license plate, aps., shaft wall, of anchor astm type of, ipr, ipr, aps, cps, detail, cps, cut, ipr, license plate, b.a.p., standard washer, shoe, anchor type, plant, motherboard, dice, stirrups, in both ways, shoe, plant, in both ways, shoe, plant, floor, Mortar sheet leveling receive floor, the mezzanine steel, welded Mesh, mca imsa section, the roofing steel, welded Mesh, mca imsa section, variable, filling with inherte material. If the client so wishes, a slope of the steel can be given to evacuate the precipitation, Mortar sheet leveling receive waterproofing, waterproofing, The steel connectors detail, interior beam cps, ASTM Screw Base Connector for Full Length Valleys, mca imsa section, see detail, ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, aps., ipr, adjust to the skate, fill with concrete, solder rods of mostly the length of the skate, Wall, detail, see detail, solder rods of mostly the length of the skate, detail, fill with concrete, closing dala, stirrups, see detail, detail, perimeter dentellon, armex, thickness of concereto, armed type castle, vr. welded, goes up, low, pend., castle type, stirrups

Raw text data extracted from CAD file:

1230 82 82 30 102 195 102 148 102 195 102 30 480 30 399 312 399 30 30 119 195 106 30 420 1230 480 472 15 284 66 68 20 150 160 201 15 95 40 130 202 210 27,5 15 27,5 20 150 160 201 15 95 40 130 202 210 27,5 467 300 409 27,5 27,5 415 409 300 467 650 280 15.5 280 15.5 650 60 35 101 15 200 15 130 15 150 15 180 15 200 15 109 35 200 130 150 200 240 20 275 20 95 120 120 240 175 120 115 280 LOSACERO 280 LOSACERO 590 60 15 15 240 20 275 20 95 480 1230 20 165 145 216 135 122 217 195 27,5 409 300 467 7,5 1200 409 300 467 410 409 300 467 75 160 55 160 100 160 60 40 60 410 27,5 3.5 28 3.5 35 3.5 13 3.5 20 160 160 160 160 160 160 160 160 159 410 465 27,5 27,5 27,5 27,5 410 27,5 60 20 50 50 20 110 410 102,5 102,5 102,5 102,5 1.3 1.3 90 2.5 10cm/ 6x4 IPR 15cm/ 8x4 IPR 2.5 10cm 120 28 1.3 1.3 1.3 1.3 2.5 7.5 28 2.5 11cm 34cm r=5.7cm 10cm 55 40 75 160 55 160 160 60 40 60 55 75 160 55 160 160 100 60 55 105 3.81 6 2 2.5 3.81 6 variable 3.81 6 < 3.8cm @ 3 VALLES= 45cm @ 3 VALLES= 45cm 3" 15 27.5 AJUSTAR AL PATIN 25 20 20cm 15cm 30cm 20cm 12cm 45° 15cm 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 AREA DE ALMACEN ALMACEN AREA DE ACCESO OFICINA MUROS DE ADOBE 30cm PASILLO MUROS DE BLOCK 15cm PLANTA ARQUITECTONICA ESTADO ACTUAL (A DEMOLER) ESCALA 1:75 ESCALA 1: 75 NUEVA CONSTRUCCION (A EDIFICAR) PLANTA BAJA MUROS DE BLOCK 15cm PASILLO MUROS DE BLOCK 15cm AREA DE ALMACEN 2 1 5 D C B A 5 COLINANCIA BANQUETA BANQUETA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 eje CL eje CL eje MURO eje MURO ACCESO PPL. C. CARMEN SALINAS CALLE ABASOLO AREA DE ALMACEN Y PRODUCCION BAÑOS BAÑOS DE OFICINAS ADMINISTRATIVAS AREA DE eje MURO eje MURO eje CL eje CL 5 <> 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D 1 2 MUROS DE BLOCK 15cm PLANTA ALTA NUEVA CONSTRUCCION (A EDIFICAR) ESCALA 1:75 AREA DE CONSTRUCCION EXISTENTE TRABE TRABE TRABE TRABE FACHADA ACTUAL CALLE ABASOLO ESCALA 1:75 5 FACHADA PRINCIPAL CALLE ABASOLO ESCALA 1:75 SALIDA 5 5 5 5 FACHADA PRINCIPAL CALLE ABASOLO ESCALA 1:75 5 15.5 5 15.5 5 5 DALA DE CERRAMIENTO DALA DE CERRAMIENTO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO CASTILLO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VENTANA VENTANA VENTANA PUERTA VENTANA VENTANA PRETIL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA A DEMOLER A M P L I A C I O N D.R.O. No. LOTE: UBICACION PROPIETARIO JESUS SALVADOR VALDES VALDES CALLE OCAMPO MANZANA: CALLE ABASOLO CALLE CARMEN SALINAS CALLE MAGDALENA MONDRAGON CROQUIS DE LOCALIZACION PROYECTO: FIRMA.: CORTE LONGITUDINAL X-X CALLE ABASOLO ESCALA 1:75 5 LOSACERO 5 LOSACERO 5 5 5 5 PRETIL PRETIL 5 5 5 5 5 ACCESO IPR METALICO IPR METALICO IPR METALICO IPR METALICO IPR METALICO IPR METALICO IPR METALICO IPR METALICO X X X X LOSACERO TIPICA P/ENTREPISO Y AZOTEA ESCALA 1:75 LOSA DE AZOTEA ESCALA 1:75 ESCALA 1:75 NUEVA CONSTRUCCION (A EDIFICAR) PLANTA DE CIMENTACION 5 D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 LA T R O P I C A L DESDE 1980 <> FRACCIONAMIENTO: 5 2 1 D C B A eje CL eje CL 5 5 5 CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) 2 1 5 D C B A eje MURO eje MURO 5 5 5 75 160 VR.#4 @12.5cm EN AMBOS SENTIDOS 55 160 100 160 60 40 60 5 5 3.5 28 3.5 35 3.5 13 3.5 20 ESPESOR=35cm 5 5 5 ESPESOR=25cm ESPESOR=35cm ESPESOR=35cm ESPESOR=35cm ESPESOR=35cm ESPESOR=25cm ESPESOR=25cm CPS 4" (8.04) 5 5 5 5 5 5 5 IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 8"x4"(19.40) IPR 8"x4"(19.40) 5 5 5 5 5 5 eje CL eje MURO 5 5 5 5 5 5 5 IPR 6"x4"(13.40) IPR 6"x4"(13.40) 5 5 5 5 5 6"x4" IPR(13.40) 5 A A B B 1.3 5 \A1;CARTABON PL ACA .\S3#8;" 1.3 5 5 6"x4" IPR(13.40) DETALLE No.3 SIN/ESCALA CORTE A - A SIN/ESCALA 5 COLUMNA METALICA IPR 8"x5" (PLANTA) (ELEVACION) 5 5 PLACA 90x150x13mm APS. 3"x¼" 2.5 10cm/ 6x4 IPR 15cm/ 8x4 IPR CORTE B - B SIN/ESCALA COLUMNA METALICA IPR 8"x5" (ELEVACION) 45 5 PLACA ½" APS. 3"x¼" 2.5 10cm 5 eje MURO 5 \A1;BARRENOS DE \S7#8;"Ø P/ ANCLA ASTM A-307 TIPO AB-1 DE \S3#4;"Ø \A1;PLACA DE \S7#8;" 8 IPR 8"x4" (19.40) 1.3 IPR 6"x4" (13.40) o 1.3 5 APS 3"x¼" 5 CPS 4" (8.04) C C DETALLE No.4 SIN/ESCALA (PLANTA) 1 A 1.3 1.3 CPS 4" (8.04) 2.5 7.5 CORTE C - C SIN/ESCALA (ELEVACION) IPR 8"x4" (19.40) IPR 6"x4" (13.40) o PLACA ½" 5 1 B 5 B.A.P. B.A.P. B.A.P. B.A.P. 2.5 11cm ARANDELA STANDARD 34cm r=5.7cm 10cm SIN/ESCALA ZAPATA Z-3 25cm Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-3 Z-3 SIN/ESCALA ANCLA TIPO AB-1 (3/4"Ø) SIN/ESCALA PLANTA SIN/ESCALA PLACA BASE SIN/ESCALA DADO 55 40 6 vr#8 ESTRIBOS #3 @30cm 75 160 VR.#4 @12.5cm EN AMBOS SENTIDOS 55 160 160 60 40 60 SIN/ESCALA ZAPATA Z-2 35cm SIN/ESCALA PLANTA 55 75 160 VR.#4 @12.5cm EN AMBOS SENTIDOS 55 160 160 100 60 SIN/ESCALA ZAPATA Z-1 35cm SIN/ESCALA PLANTA 55 105 3.81 6 2 2.5 PISO (VITROPISO o SIMILAR) PLANILLA DE MORTERO P/ NIVELAR Y RECIBIR PISO LOSACERO DE ENTREPISO SIN/ESCALA MALLA ELECTRO SOLDADA 6x6-6/6 \A1;LOSACERO MCA. IMSA SECCION \S36#15; 3.81 6 LOSACERO DE AZOTEA SIN/ESCALA MALLA ELECTRO SOLDADA 6x6-6/6 \A1;LOSACERO MCA. IMSA SECCION \S36#15; variable RELLENO CON MATERIAL INHERTE. (OPCIONAL, SI EL CLIENTE ASI LO DESEA SE PODRA DAR UNA PENDIENTE DE 2.5cm/m A LA LOSACERO PARA LOGRAR DESALOJAR LA PRECIPITACION PLUVIAL) PLANILLA DE MORTERO P/ NIVELAR Y RECIBIR IMPERMEABILIZANTE IMPERMEABILIZANTE 3.81 6 LOSACERO DETALLE DE CONECTORES SIN/ESCALA VIGA INTERIOR CPS 4" (8.04) < 3.8cm @ 3 VALLES= 45cm @ 3 VALLES= 45cm 3" CONECTOR DE CORTE A BASE DE TORNILLO ASTM A-307 DE 3/4" Ø x3" DE LONGITUD TOTAL @ 3 VALLES 6 E-70xx \A1;LOSACERO MCA. IMSA SECCION \S36#15; VER DETALLE .No.3 VER DETALLE .No.4 IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 6"x4" APS. 3"x¼" IPR 6"x4" 15 27.5 1 A AJUSTAR AL PATIN AJUSTAR AL PATIN RELLENAR DE CONCRETO SOLDAR VARILLAS DE ½"Ø @ 30cm SOBRE TODO LA LONGITUD DEL PATIN SOLDAR VARILLAS DE ½"Ø @ 30cm SOBRE TODO LA LONGITUD DEL PATIN MURO MURO DETALLE No.1 SIN/ESCALA (PLANTA) VER DETALLE .No.1 VER DETALLE .No.2 B 1 SOLDAR VARILLAS DE ½"Ø @ 30cm SOBRE TODO LA LONGITUD DEL PATIN 25 20 DETALLE No.2 SIN/ESCALA (PLANTA) RELLENAR DE CONCRETO DALA DE CERRAMIENTO SIN/ESCALA (PLANTA) \A1;4vr \S3#8;"Ø ESTRIBOS DE ¼" @ 25cm 20cm 15cm VER DETALLE .No.5 30cm 20cm DETALLE No.5 SIN/ESCALA DENTELLON PERIMETRAL 12cm ARMEX 20x15-4 FIRME DE CONCERETO 12cm DE ESPESOR ARMADO DE CASTILLO TIPO VR. ½" SOLDADAS @ 30cm 5 SUBE BAJA PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2% CASTILLO TIPO SIN/ESCALA (PLANTA) \A1;4vr \S3#8;"Ø ESTRIBOS DE ¼" @ 25cm 15cm 15cm

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, coffee, constructive, dach, dalle, DETAIL, DWG, escadas, escaliers, facade, lajes, mezanino, mezzanine, platte, reservoir, roof, section, sections, slab, stair, structures, telhado, toiture, treppe