Snips Details In Wooden Roof DWG Detail for AutoCAD

Snips Details In Wooden Roof DWG Detail for AutoCAD

Details snips of wooden roof

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

Drawn by: ted berardinelli, bath, Resistance of the earth well should not, See table of national electricity code, Assumed ground resistivity is of ohms, Be greater than ohms, Copper rod, Sulfate, Mixed with, magnesium., Sieved earth, characteristics:, scale, of connection, Ground well detail, Efforts of the structural wood type flexion fm traction ft parallel compression fc ii compression perpendicular ‘c cutting effort elastic model in wood selection visuals wood should not present pudriccion should not present greater knots cm distance more should not present problems of Ornaments Should not present problems of curling curling arching drainage will allow scaling joints compression flaws. Cracks Existence of marrow. Neither hollow nor clustered. Insect perforation. Pudriccion cracks. of design. Light cover load sloping wood roof nails will be galvanized in default zinc plated bolts for joining the wood will be protected with anticorrosive paint before being placed carry washers nuts, Technical specifications of wood, Tijeral, both sides, Rods, Threaded, both sides, metal plate, thread, Anchorage, Detail of anchorage of tijeral, column, scale, Structural timber stresses, Flexion fm, Traction ft, Parallel compression fc ii, Perpendicular compression ‘c, Shear force, Elastic model in, Visual characteristics of wood selection, The wood should not present pudiculation, Must not present greater knots in distance more than, It should not present problems of orajaduras., Should not have curled warping problems, arching, Sifting, Will not be allowed, Acebolladuras scales, Compression faults., Cracks, Existence of marrow., Neither hollow nor clustered., Insect perforation. Pudriccion cracks., Load design., Light coverage, Overload, wood roof, Inclined, The nails will be galvanized in default zinc-coated, The joining bolts of the wood will be protected with anticorrosive paint, Before they were fitted they would have washers nuts, In wall and column, Detail of anchorage of tijeral, scale, In beam wall, Detail of anchorage of tijeral, scale, Technical specifications of wood, Pink anchor pin, griddle, column, Corridos, Vig., Coating Mixture c: ag, Fibrablock

Raw text data extracted from CAD file:

V-1 1.50 1.60 .90 1989 Drawn By: Ted Berardinelli 0.30 1.20 2.00 V-6 0.30 1.20 2.00 V-6 V-6 2.00 1.20 0.30 0.30 1.20 2.00 V-6 0.30 1.20 2.00 V-6 V-6 2.00 1.20 0.30 V-6 2.00 1.20 0.30 0.30 1.20 2.00 V-6 2.00 0.30 1.20 V-6 2.00 0.30 1.20 V-6 V-6 1.20 0.30 2.00 V-6 1.20 0.30 1.20 2.00 V-6 .90 1.60 1.50 V-1 1.20 0.30 V-6 2.00 2.00 0.30 1.20 V-6 1.50 V-1 1.60 .90 V-6 2.00 1.20 0.30 V-6 2.00 1.20 0.30 .90 1.60 V-1 1.50 1.50 V-1 1.60 .90 1.10 0.30 2.00 V-6 0.90 1.40 1.20 V-6 V-6 2.00 1.20 0.30 1.20 V-6 0.30 2.00 2.00 0.30 V-6 1.20 1.20 V-6 0.30 2.00 2.00 0.30 V-6 1.20 2.00 0.30 V-6 1.20 2.00 V-6 0.30 1.20 2.00 0.30 V-6 1.20 0.30 2.00 1.20 V-6 1.20 2.00 0.30 V-6 V-6 1.20 2.00 0.30 0.30 1.20 2.00 V-6 0.30 2.00 1.20 V-6 2.00 0.30 V-6 1.20 1.20 V-6 0.30 2.00 V-6 0.30 2.00 1.20 \A1;.15 \A1;1.10 \A1;.15 \A1;R1.82 7 1.0x2.10 -264.5838871498985 -264.5838871498985 1 2 3 4 5 6 -264.5838871498985 1.0x2.10 -264.5838871498985 BAÑO .70x2.10 8 9 10 2 P \A1;.20 \A1;.10 \A1;.60 \A1;.15 \A1;.15 - LA RESISTENCIA DEL POZO DE TIERRA NO DEBERA VER TABLA 3-II TOMO I DE CODIGO NACIONA DE ELECTRICIDAD - RESISTIVIDAD ASUMIDA DE TERRENO ES DE 100 OHMIOS SER MAYOR DE 10 OHMIOS ( R<10 ) VARILLA DE COBRE SULFATO DE MEZCLADA CON MAGNESIO. TIERRA CERNIDA CARACTERISTICAS: 31.39637967103764 .80 \A1;2.45 DE 1/2"d ESCALA 1/25 31.39637967103764 \A1;GRAMPA DE CONEXION 31.39637967103764 DETALLE DE POZO DE TIERRA \A1;CONDUCTOR 1x10mm2 .45 15mmdPVC-SAP 31.39637967103764 31.39637967103764 ESFUERZOS DE LA MADERA ESTRUCTURAL TIPO C 1 - FLEXION fm = 100kg/cm2 2 - TRACCION ft = 75 kg/cm2 3 - COMPRESION PARALELA fc II = 80 kg/cm2 4 - COMPRESION PERPENDICULAR f 'c l = 15 kg/cm2 5 - ESFUERZO DE CORTE f v = 8 kg/cm2 6 - MODELO DE ELASTICO Em = 90.000 kg/cm2 \H1.25x;CARACTERISTICAS VISUALES DE SELECCION DE MADERA \H0.8x;1 - LA MADERA NO DEBE PRESENTAR PUDRICCION 2 - NO DEBE PRESENTAR NUDOS MAYORES A 4 cm Y DISTANCIA A MAS DE 1mt. 3 - NO DEBE PRESENTAR PROBLEMAS DE DEGARRAMIENTO,FRACTURA ORAJADURAS. 4 - NO DEBE PRESENTAR PROBLEMAS DE ALABEO O ABARQUILLADO (1%) ARQUEO (0.30%) ESCOBADURA (0.33% L) \H1.25x;NO SE PERMITIRA \H0.8x;- ESCAMADURAS O ACEBOLLADURAS - FALLAS DE COMPRESION. - GRIETAS. - EXISTENCIA DE MEDULA. - NI DE HUECO NI ARRACIMADOS. - PERFORACIONES DE INSECTOS POR INSECTOS. PUDRICCION Y RAJADURAS. \H1.25x;CARGA DE DISEÑO. \H0.8x; COBERTURA LIVIANA = 40 kg/cm2 \H1.25x;SOBRE CARGA \H0.8x; TECHO DE MADERA = 30kg/cm2 INCLINADA Los clavos seran galvanizados o en su defecto bañados en zinc (zincados) los pernos para union de la madera seran protegidos con pintura anticorrosiva antes de ser colocados , llevaran arandelas y tuercas ESPECIFICACIONES TECNICAS DE MADERA \A1;0.30 \A1;0.60 \A1;1.20 \A1;0.40 \A1;1.20 \A1;0.60 \A1;R.10 \A1;.30 TIJERAL 3"x4" TIJERAL 3"x4" AMBOS LADOS VARILLAS ROSCADA \U+2205 1/2 AMBOS LADOS PLANCHA DE METAL 1/4" ROSCA d1/2" "U" DE ANCLAJE DETALLE DE ANCLAJE DE TIJERAL COLUMNA ESCALA 1/10 ESFUERZOS DE LA MADERA ESTRUCTURAL TIPO C 1 - FLEXION fm = 100kg/cm2 2 - TRACCION ft = 75 kg/cm2 3 - COMPRESION PARALELA fc II = 80 kg/cm2 4 - COMPRESION PERPENDICULAR f 'c l = 15 kg/cm2 5 - ESFUERZO DE CORTE f v = 8 kg/cm2 6 - MODELO DE ELASTICO Em = 90.000 kg/cm2 CARACTERISTICAS VISUALES DE SELECCION DE MADERA 1 - LA MADERA NO DEBE PRESENTAR PUDRICCION 2 - NO DEBE PRESENTAR NUDOS MAYORES A 4 cm Y DISTANCIA A MAS DE 1mt. 3 - NO DEBE PRESENTAR PROBLEMAS DE DEGARRAMIENTO,FRACTURA ORAJADURAS. 4 - NO DEBE PRESENTAR PROBLEMAS DE ALABEO O ABARQUILLADO (1 %) ARQUEO (0.30 %) ESCOBADURA (0.33 % L) NO SE PERMITIRA - ESCAMADURAS O ACEBOLLADURAS - FALLAS DE COMPRESION. - GRIETAS. - EXISTENCIA DE MEDULA. - NI DE HUECO NI ARRACIMADOS. - PERFORACIONES DE INSECTOS POR INSECTOS. PUDRICCION Y RAJADURAS. CARGA DE DISEÑO. COBERTURA LIVIANA = 40 kg/cm2 SOBRE CARGA TECHO DE MADERA = 30kg/cm2 INCLINADA Los clavos seran galvanizados o en su defecto bañados en zinc (zincados) los pernos para union de la madera seran protegidos con pintura anticorrosiva antes de ser colocados , llevaran arandelas y tuercas EN MURO YCOLUMNA DETALLE DE ANCLAJE DE TIJERAL ESCALA 1/10 EN MURO O VIGA DETALLE DE ANCLAJE DE TIJERAL ESCALA 1/10 \A1;0.20 0.15 6" 3" 0.15 0.07 0.30 ESPECIFICACIONES TECNICAS DE MADERA ESPIGA ROSADA DE ANCLAJE d3/8" PLANCHA \A1;VIGA O COLUMNA 0.60 1.20 0.40 1.20 0.60 2d1/2" 2d1/2" 2d1/2" 2d1/2" 1/4"d:1@0.05,Rto,@0.15 1/4"d:1@0.05,Rto,@0.15 \LARCO -1 (0.15xVAR) R.10 5 2d3/8" CORRIDOS S 1/4" @ 0.20 vig. 2"x8" Recub. 1" mezcla C:Ag Fibrablock 2" VS - 1(.15x.20) 1/4"d:1@0.20 4"d1/2"

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Wood
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, DETAIL, details, détails de construction en bois, DWG, holz tür, holzbau details, roof, Wood, wood construction details, wooden, wooden door, wooden house