Wooden Deck – DWG Detail for AutoCAD

Wooden Deck – DWG Detail for AutoCAD

Structural details wooden deck. – Anchors – Installation in drywall – Cover Texas – Union wooden beam with concrete beam

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

roof tile, bolts, detail easel, easel, asphalt felt, roof tiles, cover of, machiembrado liner, the transfer of the layer, note:, in wood, with galvanized nails, head, felt fixing, plate, scale, in masonry wall, scale, facia, bolt length, screw thread, plate thickness, anchorage protrusion, scale, eave detail, full camera, expansive bolt, screw, full camera, expansive bolt, cap screw, does not scale, scale, detail of, cover, wood, machiembrado de, wood, beam, waterproofing, felt, expansive bolt, expansion, scale, felt, wooden joist, biliating, clay tiles, cover-up, embedded detail, steel, nail, full camera, anchor bolt, block wall, its T., beam, mooring, bolts, scale, bolts, union longitudinal beams, of beams, scale, union plane, fastening bolts, detail, scale, anchor bolt, concrete beam, scale, detail, block wall, anchor bolt, mooring, beam, variable, length, variable, variable, section, wooden beams board, beam, scheme, does not scale, the anchor bolts will be steel, the expansive bolts will be hilti type., for one type, the fools used in the connections will be steel, those who are exposed, to the saltpeter they will have a galvanized tolas., the angles used as a plate are: steel, the welding will be done with electrode, the wood connectors used will be the, patented by the timber engineering company, fastening bolts should develop the necessary, steel for wood connections, specific, scale, detail, bolts, scale, wood beam joining, with concrete beam, steel, ironing board, scale, through bolt, concrete beam, Characteristics of wood:, admissible:, parallel compression the grain:, parallel tension the vein, horizontal shear, perpendicular compression the grain, of elasticity, General notes, detail, cap screw, facia, scale, reinforced nails, easel, screw, expansive bolt, masonry wall, screw, screw, galvanized plate, screw, expansive bolt, detail, scale, embedded detail, joist, its T., scale, anchor bolt, anchor rod through, anchor rod beam, its T., its T., section, elevation, scale, wood beam, expansive, beam, wood, washer with, locking nut, bar of, anchorage, stand will be greater than cant, that joists that converge on the, detail, easel, scale, perspective, screwdrivers, bolts, screwdrivers, ironing board, bolts, scale, bolts, easel, section, scale, screwdrivers, easel, section, screwdriver, easel, detail, scale, easel, pl desolape, typical, screwdriver, joist, screwdriver, typical, easel, joist

Raw text data extracted from CAD file:

\A1;12" \A1;4" \A1;2" \A1;8" \A1;L \A1;0.30 \A1;T \A1;L \A1;H \A1;d \A1;d+1/4 \A1;8" \A1;0.60 \A1;H \A1;2" \A1;0.60 \A1;0.60 \A1;1" \A1;4" \A1;H \A1;H/2 \A1;H/2 \A1;12" \A1;8" \A1;2" \A1;4" \A1;.20 \A1;0.30 \A1;2" \A1;8" \A1;2" \A1;2" \A1;2" \A1;6" \A1;8" \A1;6" \A1;4" \A1;.20 \A1;.20 \A1;6" \A1;.30 \A1;4" \A1;6" \A1;8" \A1;6" CUBIERTA DE TEJAS 17.028 25.54200000000003 (PLANTA) 2 PERNOS d1/2" DETALLE CABALLETE (SECCION) CABALLETE DE FIELTRO ASFALTICO SERA E-4 7 E-4 6 E-4 TEJAS CUBIERTA DE DE 4" FORRO MACHIEMBRADO 17.028 EL TRASLADE DE LA CAPA NOTA: 16 EN MADERA 17.028 CON CLAVOS GALVANIZADOS DE CABEZA FIJACION DE FIELTRO E-4 4 PLACA DE 3/16" E-4 1 E-4 ESCALA 1=20 EN MURO MAMPOSTERIA ESCALA 1:20 FACIA 1(2"x6") L= LONGITUD DEL PERNO d= ROSCA A SUJETAR T= ESPESOR DE PLACA H= PROUNDIDAD DE ANCLAJE 25.54200000000003 ESCALA 1=20 L 2"x8"x1/4" 25.54200000000003 2(2"x8") 2(2"x10") 25.54200000000003 0.0 0.0 DETALLE ALERO 10 CAMARA LLENA PERNO EXPANSIVO d1/2" 2(2"x6") d1/2" TORNILLO CAMARA LLENA PERNO EXPANSIVO d1/2" E-4 PERNO d1/2" 2(2"x6") NO ESCALA ESCALA 1=20 DETALLE DE CUBIERTA MADERA MACHIEMBRADO DE MADERA VIGUETA DE IMPERMEABILIZANTE FIELTRO PERNO EXPANSIVO 17.80499999999998 17.80499999999998 17 17.80499999999998 17.80499999999998 17.80499999999998 EXPANSION 9 E-4 ESCALA 1=20 FIELTRO IMPERMEA- 17.028 17.028 VIGUETA DE MADERA 17.028 BILIZANTE TEJAS DE BARRO (IMPORTADA) 3d3/8" DE 1"x6" CUBREFALTA DETALLE EMPOTRAMIENTO ACERO CLAVO DE CAMARA LLENA \A1;0.20 d1/2" PERNO DE ANCLAJE MURO DE BLOQUES PL 6"x4"x3"x1/4" 2d3/8" EST. d3/8"@ 0.20 3d3/8" VIGA DE AMARRE \A1;6" \A1;3" 2 PERNOS d1/2" ESCALA 1=20 (TIPICO) 2 PERNOS d1/2" (TIPICO) -16.67399999999999 -16.67399999999999 -25.73392926358931 -25.73392926358931 UNION VIGAS LONGITUDINALES E-4 19 H=ALTURA DE VIGAS ESCALA 1=20 -25.73392926358931 PLANO DE UNION PERNOS DE SUJECION -0.3530000000000015 DETALLE F E-4 13 PL 4"x8"x4"x3/16" -0.3530000000000015 ESCALA 1=20 PERNO DE ANCLAJE VIGA DE HORMIGON d1/2" 2(2"x8") -0.2040000000000006 ESCALA 1=20 DETALLE E -0.2040000000000006 E-4 12 PL 4"x8"x4"x3/16" -0.2040000000000006 MURO DE BLOQUES PERNO DE ANCLAJE AMARRE VIGA DE d1/2" VM3 VARIABLE 1(2"x8") 11.02629223474403 11.02629223474403 LONGITUD VARIABLE (MTS) VARIABLE 11.02629223474403 2(2"x8") 1(2"x6") VM2 VM1 11.02629223474403 11.02629223474403 11.02629223474403 11.02629223474403 SECCION TABLA DE VIGAS DE MADERA VIGA E-4 24 ESQUEMA NO ESCALA 2.- LOS PERNOS DE ANCLAJE SERAN ACERO Fy=2,800 KG/CM2 3.- LOS PERNOS EXPANSIVOS SERAN TIPO HILTI. PARA UN TIPO A307. M= 1.- LAS TOLAS USADAS EN LAS CONEXIONES SERAN ACERO A36 (Fy=36,000 LBS/PULG2); Y LAS QUE ESTEN EXPUESTAS AL SALITRE TENDRAN UN GALVANIZADO, O TOLAS GALVANIZADAS. 2.- LOS ANGULARES UTILIZADOS COMO PLETINA SERAN: ACERO 3.- LA SOLDADURA SE REALIZARA CON ELECTRODO E-60-XX 4.- LOS CONECTORES PARA MADERA A USARSE SERAN LOS PATENTIZADOS POR LA TIMBER ENGINEERING COMPANY (TECO). 1.- LOS PERNOS DE SUJECION DEBERAN DESARROLLAR LA CAPACIDAD A36 (Fy=36,000 LBS/PULG2). C.-PERNOS B.- ACERO PARA CONEXIONES MADERA 3.-PESO ESPECIFICO 40 LBS/PIE3 ESCALA 1=20 -17.02799999999998 -17.02799999999998 DETALLE D (LIMA-HOYA) E-4 8 -17.02799999999998 2 PERNOS d1/2" ESCALA 1=20 2(2"x10") -17.02799999999998 2(2"x8") L 2"x8"x1/4" UNION DE VIGA MADERA CON VIGA HORMIGON ACERO t=3/16" PLANCHUELA DE E-4 11 1(2"x10") ESCALA 1=20 PERNOd1/2" PERNO PASANTE VIGA DE HORMIGON DE 1/2" C=1,200 Libras/Pulg2 f=1,200 Libras/Pulg2 fv=120 Libras/Pulg2 fc=390 Libras/Pulg2 E=1,760,000 Libras/Pulg2 A.- CARACTERISTICAS DE LA MADERA: 1.-ESFUERZOS ADMISIBLES: 1.1- COMPRESION PARALELA A LA VETA: 1.2- TRACCION PARALELA A LA VETA 1.3- CORTANTE HORIZONTAL 1.4- COMPRESION PERPENDICULAR A LA VETA 2.-MODULO DE ELASTICIDAD NOTAS GENERALES 2(2"x6") DETALLE SV-3 0.0 PERNO 14 E-4 FACIA ESCALA 1=20 3 CLAVOS REFORZADOS d 3/16" 0.0 CABALLETE DE 2"X10" TORNILLO d 3/8" PERNO EXPANSIVO d1/2" MURO DE MAMPOSTERIA TORNILLO d1/2" 2"X6" TORNILLO PLACA GALVANIZADA d 3/8" TORNILLO d1/2" PERNO EXPANSIVO d1/2" 2"X6" 2"X6" DETALLE 1 SV-3 ESCALA 1=20 15 E-4 DETALLE EMPOTRAMIENTO VIGUETA MURO MAMPOSTERIA E-4 18 \A1;0.20 EST. d 1/4"@.20 ESCALA 1:20 PERNO DE ANCLAJE d1/2" \A1;6" BARRA DE ANCLAJE PASANTE 2d3/8" BARRA DE ANCLAJE VIGA 2d3/8" 2d3/8" EST. d1/4"@0.20 EST. d1/4"@0.20 5.062000000000019 5.062000000000019 EST. d 1/4"@.20 SECCION ELEVACION ESCALA 1:20 ESCALA 1:20 VIGA MADERA d 3/8"@.80 EXPANSIVO d1/2" VIGUETA DE MADERA ARANDELA CON TUERCA DE FIJACION BARRA DE ANCLAJE d1/2" 4.-EL CABALLETE SERA DE 2" MAYOR DE PERALTE QUE LAS VIGUETAS QUE CONVERGEN EN EL DETALLE B (PLANTA) CABALLETE SV-4 ESCALA 1:20 PERPECTIVA 2 TIRAFONDOS d3/8" 2 PERNOS d1/2" TIRAFONDOS PLANCHUELA 2 PERNOS d1/2" t=3/8" 2(2"x10") 2(2"x10") ESCALA 1:20 PL 4"x12"x 3/16" 2 PERNOS d1/2" SV-4 CABALLETE SECCION 1-1' E-4 2 ESCALA 1:20 4 TORNILLOSd 1/2" SV-4 CABALLETE SECCION 2-2' E-4 3 18.002 18.002 PL 6"X6"X3/10" 18.002 PL 4"x12"x 3/16" 3 TIRAFONDO d 3/8" CABALLETE DETALLE A (PLANTA) E-4 5 ESCALA 1=20 CABALLETE PL DESOLAPE TIPICO TIRAFONDO d 3/8" VIGUETA TIRAFONDO d 3/8" TIPICO CABALLETE VIGUETA VIGUETA VIGUETA 1' 1 2' 2

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	anchors, autocad, cover, deck, DETAIL, details, détails de construction en bois, drywall, DWG, holz tür, holzbau details, installation, structural, texas, union, Wood, wood construction details, wooden, wooden door, wooden house