Anchor Bolt Steel Structures DWG Block for AutoCAD

Anchor Bolt Steel Structures DWG Block for AutoCAD

Plane is a workshop to modify as required anchorage length by designing with diameter 1inch

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

threaded bolt in both gr, thick thread, two astm hex nuts with flat washer astm, thick thread, two astm hex nuts with flat washer astm, block wall see box of walls, ref. horizontal, to see armed in, picture, ref. vertical, to see armed in, wall box, block wall see box of walls, variable, variable, short light, long clear, short cut, long clear, presents:, draft:, Location:, owner:, content:, general areas:, medical clinic building, building clinics parking, Total area of ​​land:, built area:, roofed area:, green area:, Total area of ​​land:, built area:, roofed area:, green area:, project manager:, architectural design:, structural design:, electric design:, hydraulic design:, mechanical design:, esc:, date:, sheet:, signature seal of the responsible professional:, seals:, f.v. s.a. of c.v., street pte. bis san salvador tels:, building clinics medical building parking woman hospital, av. south street juan jose cañas colonia san salvador, real estate service escalon s.a. of c.v., ing. renne frank valdivieso, arq. evelyn carolina rico, ing. ricardo narvaez hinds, ing. edwin angel flamenco, ing. ricardo antonio andaluz, ing. rafael omar maldonado, indicated, channel of lime sheet., straight bar with thread at both ends, a hex nut with flat washer, two hex nuts with a flat washer, license plate, cap screw, description: bolt, bolt type: according to technical specification, anchorage, wall type, wall type, license plate, plant pedestal, plate placement plant, wall type, license plate, plant pedestal, license plate, wall type, shaft plate, a hex nut with flat washer, draft:, drawing:, draft:, owner:, revised:, presents:, sheet number, Location, content, design, draft, content, content:, content, date:, approved, design, content, pedestal, construmet, s. to. of c. v., pedestal, symbology, note:, it is proposed to use astm nut gr, in replacement of the astm nut, drawing:, draft:, owner:, revised:, presents:, sheet number, Location, content, design, draft, content, content:, content, date:, approved, design, content, construmet, s. to. of c. v., drawing:, draft:, owner:, revised:, presents:, sheet number, Location, content, design, draft, content, content:, content, date:, approved, design, content, construmet, s. to. of c. v., drawing:, draft:, owner:, revised:, presents:, sheet number, Location, content, design, draft, content, content:, content, date:, approved, design, content, construmet, s. to. of c. v., drawing:, draft:, owner:, revised:, presents:, sheet number, Location, content, design, draft, content, content:, content, date:, approved, design, content, pedestal, construmet, s. to. of c. v., pedestal, symbology, note:, it is proposed to use astm nut gr, in replacement of the astm nut

Raw text data extracted from CAD file:

0.04 t=PLACA 0.50 0.01 PERNO D=1" ROSCADO EN AMBOS EXTREMOS, ASTM F1554 Gr 36 ROSCA SERIE GRUESA (UNC/UNRC) DOS TUERCAS HEXAGONALES ASTM A563A CON ARANDELA PLANA ASTM F436 ROSCA SERIE GRUESA (UNC/UNRC) DOS TUERCAS HEXAGONALES ASTM A563A CON ARANDELA PLANA ASTM F436 DOS TUERCAS HEXAGONALES ASTM A563A CON ARANDELA PLANA ASTM F436 0.40 0.20 #3 a 0.20 ( )2#5; PARED DE BLOQUE VER CUADRO DE PAREDES REF. HORIZONTAL VER ARMADO EN CUADRO REF. VERTICAL VER ARMADO EN CUADRO DE PAREDES PARED DE BLOQUE VER CUADRO DE PAREDES \A1;0.70 \A1;0.80 - @ \A1;0.24 \A1;0.32 \A1;0.24 - @ \A1;0.80 \A1;0.80 \A1;0.063 \A1;0.24 \A1;0.32 \A1;0.24 \A1;0.85 \A1;0.075 \A1;0.50 \A1;0.35 - @ \A1;0.24 \A1;0.32 \A1;0.24 \A1;0.80 0.15 0.10 0.10 0.15 0.05 0.15 0.10 0.10 0.15 0.05 0.10 0.60 0.10 0.10 0.50 0.10 0.80 0.70 0.10 0.30 0.10 \A1;0.05 \A1;0.15 0.20 \A1;0.15 \A1;0.05 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.09 \A1;0.50 \A1;0.25 \A1;0.80-0.85 \A1;0.80 \A1;228.35 \A1;17.27 \A1;572.52 \A1;17.27 \A1;0.61 \A1;11.18 \A1;178.05 \A1;12.83 \A1;573.79 \A1;12.83 \A1;0.60 \A1;10.03 \A1;165.10 \A1;11.43 \A1;502.92 \A1;11.43 \A1;0.53 \A1;8.89 \A1;177.55 \A1;10.92 \A1;382.02 \A1;10.92 \A1;0.40 \A1;7.49 \A1;140.46 \A1;11.18 \A1;381.51 \A1;11.18 \A1;0.40 \A1;6.98 \A1;171.45 \A1;11.56 \A1;332.49 \A1;11.56 \A1;0.36 \A1;7.24 \A1;398.78 \A1;33.27 \A1;319.53 \A1;33.27 \A1;21.08 \A1;386.08 \A1;373.38 \A1;26.16 \A1;321.06 \A1;26.16 \A1;16.38 \A1;373.38 \A1;256.54 \A1;21.72 \A1;319.79 \A1;21.72 \A1;12.95 \A1;363.22 \A1;0.40 \A1;0.25 @ - \A1;0.50 \A1;0.25 \A1;0.40 \A1;0.20 ó \A1;0.15 \A1;0.64 \A1;0.15 \A1;0.34 \A1;0.15 0.20 VARIABLE 0.20 -0.30 @ - 0.20 VARIABLE 0.60 -0.50 \A1;LONGITUD DE CLARO CORTO @ \A1;0.14 \A1;LONGITUD DE CLARO LARGO @ @ \A1;0.14 \A1;0.14 \A1;LONGITUD CLARO CORTO @ \A1;LONGITUD CLARO LARGO @ @ \A1;0.14 PRESENTA: PROYECTO: UBICACION: PROPIETARIO: CONTENIDO: AREAS GENERALES: EDIFICIO CLINICAS MEDICAS EDIFICIO CLINICAS Y ESTACIONAMIENTOS AREA TOTAL DEL TERRENO: AREA CONSTRUIDA: AREA TECHADA: AREA VERDE: AREA TOTAL DEL TERRENO: AREA CONSTRUIDA: AREA TECHADA: AREA VERDE: DIRECTOR DEL PROYECTO: DISEÑO ARQUITECTONICO: DISEÑO ESTRUCTURAL: DISEÑO ELECTRICO: DISEÑO HIDRAULICO: DISEÑO MECANICO: ESC: FECHA: HOJA: FIRMA Y SELLO DEL PROFESIONAL RESPONSABLE: SELLOS: F.V. CONSTRUCTORES, S.A. DE C.V. 1ra CALLE PTE. BIS #925 SAN SALVADOR TELS: 2271-2000/FAX: 2221-8000. e-mail: fvconstructores@corporacionfv.com EDIFICIO CLINICAS MEDICAS Y EDIFICIO ESTACIONAMIENTOS HOSPITAL DE LA MUJER 81 Av. SUR Y CALLE JUAN JOSE CAÑAS COLONIA ESCALON, SAN SALVADOR SERVICIO INMOBILIARIOS ESCALON S.A. DE C.V. 531.96 m2 2050.36 m2 512.59 m2 19.37 m2 1725.12 m2 6900.48 m2 1725.12 m2 0.0 m2 Ing. RENNE FRANK VALDIVIESO Arq. EVELYN CAROLINA RICO Ing. RICARDO NARVAEZ HINDS Ing. EDWIN ANGEL FLAMENCO Ing. RICARDO ANTONIO ANDALUZ Ing. RAFAEL OMAR MALDONADO INDICADAS CANAL DE LAMINA CAL. 24 \A1;6.77 \A1;6.40 \A1;8.00 \A1;8.00 \A1;8.00 \A1;6.71 \A1;0.87 \A1;5.08 \A1;6.40 \A1;4.80 \A1;4.80 \A1;6.40 \A1;4.50 \A1;7.78 \A1;5.42 \A1;3.00 \A1;4.28 \A1;2.40 \A1;2.40 \A1;2.40 \A1;2.40 \A1;1.39 \A1;1.10 \A1;1.65 \A1;1.65 \A1;1.75 \A1;4.01 \A1;4.00 \A1;2.18 \A1;0.95 \A1;6.15 \A1;0.68 \A1;0.50 \A1;15.37 \A1;0.14 \A1;9.84 \A1;4.57 \A1;2.20 \A1;2.20 \A1;6.775 \A1;6.400 \A1;8.000 \A1;8.000 \A1;8.000 \A1;6.711 \A1;0.866 \A1;5.079 \A1;6.400 \A1;4.800 \A1;4.800 \A1;6.400 \A1;4.500 \A1;7.780 \A1;6.775 \A1;0.866 \A1;5.079 \A1;6.400 \A1;4.800 \A1;4.800 \A1;6.400 \A1;4.500 \A1;7.780 \A1;6.400 \A1;8.000 \A1;8.000 \A1;8.000 \A1;6.711 \A1;0.25 \A1;0.25 \A1;0.09 \A1;0.21 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.09 \A1;0.04 \A1;0.25 \A1;0.25 \A1;0.80 \A1;0.15 \A1;0.25 \A1;0.34 \A1;0.15 \A1;0.50 \A1;0.50 \A1;0.80 \A1;0.0015 \A1;0.80 \A1;0.21 \A1;0.55 \A1;0.25 \A1;0.80 \A1;0.09 \A1;0.50 \A1;0.21 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.80 \A1;0.80 \A1;0.25 BARRA LISA Ø 1" CON ROSCA Ø 1" EN AMBOS EXTREMOS UNA TUERCA HEXAGONAL CON ARANDELA PLANA DOS TUERCAS HEXAGONALES CON UNA ARANDELA PLANA PLACA t=1" PERNO N.F.=0 -2.30 N.F.=0 -2.30 N.F.=0 -4.25 N.F.=0 -4.20 N.F.=0 -4.10 \A1;9.84 N.F.=0 -4.25 N.F.=0 -4.20 N.F.=0 -4.10 N.F.=0 -4.05 \A1;15.37 CF-1 CF-1 CF-1 CF-1 CF-1 CF-1 CF-1 CF-1 CF-1 CF-1 CF-1 CF-1 CF-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-2 PD-2 PD-2 PD-2 PD-2 PD-4 PD-5 PD-2 PD-2 PD-2 PD-2 PD-2 PD-3 PD-3 PD-3 PD-2 PD-2 PD-2 PD-2 PD-2 PD-2 N=0+ 0.00 N=0+ 0.00 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 G F E D C B A S S S S DESCRIPCION: PERNO Ø 1"x L TIPO DE PERNO: SEGÚN ESPECIFICACION TECNICA \A1;Lr2 \A1;L \A1;Lr1 \A1;L anclaje 5 5 5 5 5 5 1 2 3 4 5 6 7 8 1' 5 5 5 5 5 5 5 5 S S S A B C D E F G W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X176 W14X176 W14X132 W14X132 W14X132 W14X132 W14X132 W14X132 N=0+ 0.00 N=0+ 0.00 PD-2 PD-2 PD-2 PD-2 PD-2 PD-2 PD-3 PD-3 PD-3 PD-2 PD-2 PD-2 PD-2 PD-2 PD-2 PD-2 PD-2 PD-2 PD-2 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 PD-1 \A1;15.37 N.F.=0 -4.05 N.F.=0 -4.10 N.F.=0 -4.20 N.F.=0 -4.25 N.F.=0 -4.10 N.F.=0 -4.20 N.F.=0 -4.25 N.F.=0 -2.30 N.F.=0 -2.30 5 5 5 5 5 5 1 2 3 4 5 6 7 8 1' 5 5 5 5 5 5 5 5 PD-2 PD-2 PD-3 PD-3 5 5 W14X176 PD-2 1 5 5 5 5 G PARED TIPO PC1 PARED TIPO PC1 PLACA PL1 5 5 PLANTA PEDESTAL PD5 5 PLANTA DE UBICACION DE PLACAS W14X176 5 5 5 5 PD-4 5 5 5 PARED TIPO PC1 G 2 PLACA PL1 5 5 PLANTA PEDESTAL PD4 5 0.0015 5 5 W14X132 G 3 PD-2 5 5 PLACA PL1 5 5 5 5 5 5 5 5 PARED TIPO PC1 PLACA PL1 EN EJE 3/G UNA TUERCA HEXAGONAL CON ARANDELA PLANA 5 5 PROYECTO: DIBUJO: PROYECTO: PROPIETARIO: REVISO: PRESENTA: Nº HOJA : UBICACION : 10 CONTENIDO DISEÑO PROYECTO CONTENIDO CONTENIDO: CONTENIDO CONTENIDO CONTENIDO FECHA: APROBO: DISEÑO DISEÑO CONTENIDO PEDESTAL PD1 CONSTRUMET S. A. DE C. V. PEDESTAL PD3 PEDESTAL PD2 SIMBOLOGIA NOTA: SE PROPONE USAR TUERCA ASTM A194 GR 2H, EN SUSTITUCION DE LA TUERCA ASTM A563A DIBUJO: PROYECTO: PROPIETARIO: REVISO: PRESENTA: Nº HOJA : UBICACION : 10 CONTENIDO DISEÑO PROYECTO CONTENIDO CONTENIDO: CONTENIDO CONTENIDO CONTENIDO FECHA: APROBO: DISEÑO DISEÑO CONTENIDO CONSTRUMET S. A. DE C. V. DIBUJO: PROYECTO: PROPIETARIO: REVISO: PRESENTA: Nº HOJA : UBICACION : 10 CONTENIDO DISEÑO PROYECTO CONTENIDO CONTENIDO: CONTENIDO CONTENIDO CONTENIDO FECHA: APROBO: DISEÑO DISEÑO CONTENIDO CONSTRUMET S. A. DE C. V. DIBUJO: PROYECTO: PROPIETARIO: REVISO: PRESENTA: Nº HOJA : UBICACION : 10 CONTENIDO DISEÑO PROYECTO CONTENIDO CONTENIDO: CONTENIDO CONTENIDO CONTENIDO FECHA: APROBO: DISEÑO DISEÑO CONTENIDO CONSTRUMET S. A. DE C. V. DIBUJO: PROYECTO: PROPIETARIO: REVISO: PRESENTA: Nº HOJA : UBICACION : 10 CONTENIDO DISEÑO PROYECTO CONTENIDO CONTENIDO: CONTENIDO CONTENIDO CONTENIDO FECHA: APROBO: DISEÑO DISEÑO CONTENIDO PEDESTAL PD4 CONSTRUMET S. A. DE C. V. PEDESTAL PD5 SIMBOLOGIA NOTA: SE PROPONE USAR TUERCA ASTM A194 GR 2H, EN SUSTITUCION DE LA TUERCA ASTM A563A

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Parking, Garden / Park
Tags	anchor, anchorage, autocad, base, block, bolt, designing, diameter, DWG, FOUNDATION, foundations, fundament, inch, length, plane, required, steel, structures, workshop