Details Metallic Structure DWG Detail for AutoCAD

Details Metallic Structure DWG Detail for AutoCAD

Construction roof in metallic structure over existent slab

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

N.p.t., N.t.p., N.l.b., Classrooms, See roofing system in architectural plans., N.t.p., N.l.b., Sacramental hall, See roofing system in architectural plans., Pt stringer mount to hang ceiling fans, Pt stringer mount to hang ceiling fans, Pt stringer mount to hang ceiling fans, license plate, Festergrount nm expander, Plate, N.t.c., Proy. thread, Screws, Motherboard, Counter nut for leveling, Plate, Plate, Grout, Anchors, I read long., column, Wall, strut, Cv support bracket, kind, Anchor holes, Sac., kind, Two screws with washer nut standard, Li long, scale, section, section, scale, section, scale, scale, section, section, Connection, Sac., kind, kind, do not. Of plan:, key:, scale:, flat:, draft:, Location:, date:, Edo. from Mexico, Source of pyramids no., Floor c. P., neighborhood:, stake:, do not. proprietary:, owner:, date, draft:, Project leader, construction manager, Architectural consultants, Arq. Martin zepeda l., Ing. Oscar briones martinez, Ing. Israel trujeque, Arq. Jose merino d., Property manager, Ing. Guillermo torres s., do not. Project bsw:, Ing. will cease. Priego, Technical support services mexico area, treasure, Puerto coatzacoalcos, av. Block, Paraiso ver., Indicated, At the meeting of January, Note: the project contemplates the observed changes, Column axes, Counter shaft, Axle, Axle, Counter shaft, Column axis, Counter shaft s, Counter shaft s, Column axis, Counter shaft s, Counter shaft s, Counter shaft, Detail in flown column connection, Esc:, Ref:, canceled, Esc:, Strut detail, Esc:, Ref:, Base plate, Esc:, Ref:, Strut detail, Esc:, Ref:, cut, Esc:, Ref:, strut, Esc:, Ref:, Spars, Esc:, Ref:, Spars, Esc:, Ref:, Counterflush detail, Esc:, Ref:, Isometric plate support, Esc:, Ref:, Counterflambe of smooth rod of mm., Alternately on the stringers. Ref, Of diameter with thread in both ends placed, Standard thread with, Length of mm., at each end, typical, Spider spacing, description, Smooth round with rope at its ends, Profile table, element, Smooth round with rope at its ends, kind, Connection plate, Stiffener for fixing cv, Connection plate table, description, Support plate clip, Anti-collapse clip, Connection plate, element, Li mm, dimensions, Connection plate, Li mm, Clip for securing spars, Beams, Ridge connection plate, Of beams, kind, Marks, It should be considered the application of primary in the whole structure poles of metal gate gates., The items will be placed according to needs on site., Tubular profile, flat:, draft:, At the meeting of January, Note: the project contemplates the observed changes, Column axis, Counter shaft s, Counter shaft s, Counter shaft, N.t.p., N.l.b., Sacramental hall, See roofing system in architectural plans., Pt stringer mount to hang ceiling fans, Pt stringer mount to hang ceiling fans, Lifting frames type, Esc:, Ref:

Raw text data extracted from CAD file:

-76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 N.P.T. ±0.00 2 E-3.2 N.T.P. +5.80 C-1 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 T-1 -76.6108527680147 -76.6108527680147 N.L.B.T. +3.20 M-1 P-1 4 E-3.2 AULAS 1 E-3.1 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 C-1 -76.6108527680147 -76.6108527680147 -76.6108527680147 P-1 -76.6108527680147 M-1 T-1 -76.6108527680147 VER SISTEMA DE CUBIERTA EN PLANOS ARQUITECTONICOS. -76.6108527680147 2 E-3.2 N.T.P. +5.80 C-1 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 T-1 -76.6108527680147 N.L.B.T. +3.20 M-1 -76.6108527680147 P-1 SALON SACRAMENTAL 4 E-3.2 1 E-3.1 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 -76.6108527680147 C-1 -76.6108527680147 -76.6108527680147 -76.6108527680147 P-1 M-1 T-1 VER SISTEMA DE CUBIERTA EN PLANOS ARQUITECTONICOS. -76.6108527680147 -76.6108527680147 -76.6108527680147 PT LARGUERO MONTE DE 3" PARA COLGAR LAMPARAS, PLAFON Y VENTILADORES A B C D PT LARGUERO MONTE DE 3" PARA COLGAR LAMPARAS, PLAFON Y VENTILADORES G H PT LARGUERO MONTE DE 3" PARA COLGAR LAMPARAS, PLAFON Y VENTILADORES J I M-1 7 E-3.2 PLACA e=6 -54.26584346085586 -54.26584346085586 -54.38544480931672 -54.38544480931672 FESTERGROUNT NM EXPANSOR PLACA DE 400x250x13 N.T.C. +3.60 PROY. = 115, ROSCA = 50 M-1 TORNILLOS d13x25 5 5 5 E-3.2 PLACA BASE DE 400x250x16 CONTRATUERCA PARA NIVELACION PLACA DE 10 %%126 PLACA DE 10 GROUT -54.38544480931672 T-1 -54.38544480931672 4 ANCLAS DE d19 C-1 -54.38544480931672 -54.38544480931672 -54.38544480931672 PL-5 LI 152x102x8 x120 DE LONG. COLUMNA L C MURO L C PL-2 P 237x120x8 L PL-2 PUNTAL P-1 3 5 5 102 M-1 SOPORTE PARA SUJETAR CV 5 -1.0 -1.0 -1.0 5 -1.0 -1.0 -1.0 5 5 4 6 E-3.2 TIPO 4 AGUJEROS d22 PARA ANCLAS d19 5 5 10 5 5 4 254 p/Salon Sac. 261 p/Aulas 16 TIPO 5 H/3 H/3 H DOS TORNILLOS d 13 x 165 CON RONDANA Y TUERCA ESTANDAR 3 100-300 PL-5 LI 152x102x8 x120 LONG. 5 5 5 -1.0 5 5 30 -1.0 ESCALA 1:5 SECCION 5 5 5 5 5 5 5 5 5 SECCION L-1 ESCALA 1:5 SECCION L-3 ESCALA 1:5 5 5 5 5 5 -1.0 5 d/2 d/2 5 5 5 5 5 5 5 5 5 -1.0 ESCALA 1:5 ESCALA 1:5 5 5 SECCION L-2 5 5 SECCION L-4 d/2 d/2 CONEXION CX-1 CONEXION CX-4 CONEXION CX-3 CONEXION CX-2 \A1;55 \A1;48 \A1;102 \A1;125 \A1;250 \A1;60 \A1;130 \A1;60 \A1;400 \A1;240 \A1;80 \A1;80 \A1;250 \A1;10 \A1;10 \A1;10 \A1;254 p/Salon Sac. 261 p/Aulas \A1;130 TIPO \A1;400 \A1;16 TIPO \A1;H/3 \A1;H/3 \A1;H \A1;51 \A1;51 \A1;60 \A1;30 \A1;42 \A1;102 \A1;60 \A1;d \A1;bf \A1;3043 lt \A1;64 \A1;64 \A1;64 \A1;152 \A1;x-1 \A1;27 \A1;d \A1;x1 \A1;bf \A1;27 \A1;3043 lt \A1;x2 \A1;72 \A1;40 \A1;64 \A1;64 \A1;64 \A1;152 \A1;72 \A1;27 \A1;x2 \A1;x-1 \A1;40 \A1;d \A1;c \A1;bf \A1;3046 lt \A1;x1 \A1;110 \A1;121 \A1;400 \A1;50 \A1;150 \A1;400 \A1;400 \A1;PROY= 115 \A1;120 No. DE PLANO: CLAVE: ESCALA: PLANO: PROYECTO: UBICACION: FECHA: TECAMACHALCO, EDO. DE MEXICO FUENTE DE PIRAMIDES No. 1 10o. PISO C. P. 53950 BARRIO: ESTACA: No. DE PROPIEDAD: PROPIETARIO: FECHA PROYECTO: LIDER DE PROYECTO GERENTE DE CONSTRUCCION ASESORES DE ARQUITECTURA ARQ. MARTIN ZEPEDA L. ING. OSCAR BRIONES MARTINEZ ING. ISRAEL TRUJEQUE ARQ. JOSE MERINO D. GERENTE DE PROPIEDADES ING. GUILLERMO TORRES S. R E V I S I O N E S No. PROYECTO BSW: ING. CESAR A. PRIEGO TECHNICAL SUPPORT SERVICES MEXICO AREA TESORO PUERTO COATZACOALCOS 549-3145-75 81001020 " T E S O R O " AV. PALMAS, MANZANA B, LOTES 20, 21 Y 22, FRACCIONAMIENTO PARAISO COATZACOALCOS, COATZACOALCOS, VER. 00S-170-13 8/FEB./02 INDICADA EN LA REUNION DEL 30 DE ENERO DE 2002 NOTA: EL PROYECTO CONTEMPLA LOS CAMBIOS OBSERVADOS \A1;10180 A EJES DE COLUMNAS \A1;2550 \A1;2010 A EJE DE CONTRATRABES \A1;2090 \A1;1060 \A1;1030 \A1;1020 \A1;2050 \A1;400 \A1;2060 \A1;4390 DE EJE DE COLUMNAS A EJE DE CONTRATRABES \A1;1030 \A1;980 \A1;2550 \A1;2090 \A1;1030 \A1;1030 \A1;1060 \A1;75 \A1;75 \A1;1020 \A1;1030 \A1;2050 \A1;3600 \A1;3780 DE EJE DE COLUMNAS A EJE DE CONTRATRABES \A1;2060 \A1;1030 \A1;1030 \A1;1030 \A1;980 \A1;2710 \A1;3 590 A EJE DE CONTRATRABES \A1;75 \A1;75 \A1;10 790 A EJE DE COLUMNAS \A1;1015 \A1;400 \A1;3 600 DE EJE DE CONTRATRABE A EJE DE COLUMNA \A1;2060 \A1;1030 \A1;2045 \A1;1030 \A1;980 \A1;2710 \A1;2060 \A1;1030 \A1;1030 \A1;1030 \A1;260 \A1;1015 \A1;3600 \A1;3 600 DE EJE DE CONTRATRABE A EJE DE COLUMNA \A1;1030 \A1;2060 \A1;1030 \A1;2060 \A1;1030 \A1;260 \A1;1030 \A1;2045 \A1;1030 \A1;980 \A1;10 790 A EJE DE COLUMNAS \A1;980 \A1;3 600 DE EJE DE CONTRATRABE A EJE DE COLUMNA \A1;980 \A1;3 600 DE EJE DE CONTRATRABE A EJE DE COLUMNA \A1;3 590 A EJE DE CONTRATRABES \A1;5420 \A1;2060 \A1;4120 \A1;2060 \A1;2060 \A1;5420 \A1;4120 \A1;1015 \A1;2060 \A1;2045 \A1;800 \A1;2060 \A1;260 \A1;2060 \A1;4120 \A1;2060 \A1;75 \A1;260 \A1;75 \A1;7200 \A1;2045 \A1;1015 \A1;2060 \A1;4120 \A1;2060 \A1;2060 2 DETALLE EN VOLADO Y CONEXION DE COLUMNA ESC: 1:10 REF: 1/E-3.2 3 ANULADO ESC: 1:10 4 DETALLE DE PUNTAL ESC: 1:10 REF: 1/E-3.2 5 PLACA BASE ESC: 1:10 REF: 3/E-3.2 7 DETALLE DE PUNTAL ESC: 1:10 REF: 1/E-3 6 CORTE ESC: 1:10 REF: 3/E-3.2 8 PUNTAL P-1 ESC: S/E REF: 1/E-3 9 LARGUEROS L-1 Y L-3 ESC: S/E REF: 1/E-3 10 LARGUEROS L-2 Y L-4 ESC: S/E REF: 1/E-3 11 DETALLE DE CONTRAFLAMBEO ESC: 1:5 REF: 1/E-3 12 ISOMETRICO PLACA DE APOYO ESC: S/E REF: 3/E-3.2 CONTRAFLAMBEO DE VARILLA LISA DE 12.7 mm. EN FORMA ALTERNADA EN LOS LARGUEROS. REF 1/ES-3 DE DIAMETRO CON ROSCA EN AMBOS EXTREMOS Y COLOCADA L-1 ROSCA ESTANDARD CON LONGITUD DE 100 mm. EN CADA EXTREMO TIPICO CF L-1 ESPACIAMIENTO DE LARGUERO = 2060mm. \A1;64 \A1;152 \A1;76 DESCRIPCION 1CF 152 x 50 x 4.00 kg/m REDONDO LISO d1.6 CON CUERDA EN SUS EXTREMOS 2CF 102 x 50 x 3.31 Kg/m TABLA DE PERFILES L3 y L4 P-1 ELEMENTO CV CF L1 y L2 2CF 152 x 50 x 4.00 kg/m REDONDO LISO d1.3 CON CUERDA EN SUS EXTREMOS TIPO PLACA DE CONEXION CX-4 PLACA DE CONEXION CX-3 ATIESADOR PARA FIJAR P-1 Y CV TABLA DE PLACAS DE CONEXION DESCRIPCION PLACA DE APOYO P/FIJAR CLIP DE "CV" CLIP DE CONTRAVENTEO PLACA DE CONEXION CX-1 PL-3 PL-4 CX ELEMENTO PL-2 250 X 130 X 10 380 X 261 a 114 X 10 (Aulas) 250 X 254 X 10 (S.Sac.) 400 X 250 X 16 LI 76 X 76 X 6.4(70 mm LONG.) 120 X 120 X 10 DIMENSIONES (mm) 237 X 120 X 8 PLACA DE CONEXION CX-2 250 X 261 X 10 (Aulas) 380 X 254 a 114 X 10 (S.Sac) PL-5 LI 152 x 102 x 8 (120 mm LONG) CLIP PARA FIJAR LARGUEROS A VIGAS M-1 274 X 160 X 10 PLACA DE CONEXION EN CUMBRERA PL-1 DE VIGAS M-1 2-6CF14 L-4 3 046 P-1 2-CF14 3 043 L-3 L-2 L-1 TIPO 3 043 6CF14 2-6CF14 6CF14 3 043 3 046 MARCAS mm lt 50 1 498 152 300 100 102 ---- 102 --- ----- 50 152 152 152 ---- ---- 300 100 50 d mm mm c bf mm 50 1 496.5 50 50 1 496.5 1 498 mm mm x1 x2 M-1 IR 254 x 17.9 Kg/m \C7;NOTA: SE DEBERA CONSIDERAR LA APLICACION DE PRIMARIO RP-4 EN TODA LA ESTRUCTURA METALICA, POSTES DE ALUMBRADO, REJAS Y PORTONES METALICOS. \C7;NOTA: LOS ELEMENTOS PT, SE COLOCARAN DE ACUERDO A NECESIDADES EN OBRA. PT PERFIL TUBULAR DE 3" R-200 PLANO: PROYECTO: EN LA REUNION DEL 30 DE ENERO DE 2002 NOTA: EL PROYECTO CONTEMPLA LOS CAMBIOS OBSERVADOS 10 790 A EJE DE COLUMNAS 980 3 600 DE EJE DE CONTRATRABE A EJE DE COLUMNA 980 3 600 DE EJE DE CONTRATRABE A EJE DE COLUMNA 3 590 A EJE DE CONTRATRABES 5 5 5 5 2 E-3.2 N.T.P. +5.80 C-1 5 5 5 1015 5 2045 T-1 5 N.L.B.T. +3.20 M-1 5 P-1 SALON SACRAMENTAL 4 E-3.2 1 E-3.1 260 5 5 5 75 260 75 5 C-1 2045 1015 5 P-1 M-1 T-1 VER SISTEMA DE CUBIERTA EN PLANOS ARQUITECTONICOS. 5 5 5 PT LARGUERO MONTE DE 3" PARA COLGAR LAMPARAS, PLAFON Y VENTILADORES G H PT LARGUERO MONTE DE 3" PARA COLGAR LAMPARAS, PLAFON Y VENTILADORES J I 1 ELEVACION MARCOS TIPO ESC: 1:50 REF: 1/E-3

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, construction, construction details section, cut construction details, DETAIL, details, DWG, existent, metallic, roof, slab, structure