Structural Details Masonry DWG Detail for AutoCAD

Structural Details Masonry DWG Detail for AutoCAD

CONSTRUCTIVE DETAILS STRUCTURAL MASONRY REFORCED FOR ONE FLOOR

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

overlap, overlap, overlap, overlap, dilatation with icopor, non-structural wall, buildings group iii, anchor hilti kwik bolt ii equivalent, typical cut of facade no buildings group iii, in the penultimate gap, cell filled with grouting, cut, boot data, ram strings, floor board, cell filled with grouting, masonry block, floor cover plate, in filled cell, overlap, veneer, boot data, in filled cell, degree of behavior of non-structural elements: superior, degree of use iv, cement block standard ntc, f’c mortar filling masonry: psi, standard mortar handle ntc, ntc steel standard, seismic threat zone: intermediate, Usage group, degree of behavior of non-structural elements: good, must be properly anchored wall plates., all elements hanging like skies, of empty brick cells, every door window must have at least one point in its frame, capable of supporting a horizontal load equal to its weight., anchored anchored walls that are, Notes:, Whenever piping networks must go inside, a minimum of regattas in masonry must be reduced., provision should be made for an anchoring of metallic joinery elements, in addition to the non-structural elements here, skies by using stud bolts, design rules:, Specifications:, in filled cell, Colombian standards of construction design, electrowelded meshes, design features, corrugated steel, corrugated steel gr., structural scaffold scaffold scaffold scaffold scaffold scaffold, masonry block, non-structural wall, detail corona wall non-structural buildings group iii, cell filled with grouting, thread length, complete yarn, dilatation with icopor, cell filled with grouting, in the penultimate gap, in filled cell, anchorage length, threads, scale, beam, veneer, masonry block, scale, depth of anchorage, diameter drill, anchor hilti kwik bolt ii, cell filled with grouting, top view, scale, buildings group iii, cut typical dividers no buildings group iii, scale, masonry block, scale, boot data, floor cover plate, masonry block, cell filled with grouting, dilatation with icopor, floor board, in filled cell, roof, in filled cell, dilatation, raised, foundation beam, column, overlap, masonry block, boot data, floor plate projection, ram strings, boot data, in the penultimate gap, dilatation with icopor, cell filled with grouting, in filled cell, overlap, masonry block, cut, boot data, overlap, in filled cell, boot data, in filled cell, boot data, raised, floor board, in filled cell, dilatation with icopor, in the penultimate gap, cell filled with grouting, in filled cell, floor cover plate, mooring ribbon, scale, non-structural wall in hollow block of cement, dilatation, column, veneer, scale, facade sills, cell

Raw text data extracted from CAD file:

0.10 1.00 .10 TRASLAPO 0.40 1.00 1.00 1.00 1.00 TRASLAPO 0.40 0.40 0.20 .10/.15 .10/.15 .10 TRASLAPO 0.40 0.20 0.15 TRASLAPO 0.40 .10 0.40 0.20 .10/.15 1.00 .10/.15 0.20 0.20 0.15 0.15 0.14 0.40 0.40 1.00 1.00 h-VARIABLE .10 DILATACION CON ICOPOR h=1.5cm MURO NO ESTRUCTURALES EDIFICACIONES GRUPO III 0.10 ANCLAJE HILTI KWIK BOLT II 1/4"x 3-1/4" Ó EQUIVALENTE CORTE TIPICO (MUROS DE FACHADA NO ESTUCTURALES) EDIFICACIONES GRUPO III 1.00 RAM EN LA PENULTIMA BRECHA (VER DET.) CELDA RELLENA CON GROUTING CORTE DADO DE ARRANQUE RAM c/3 HILADAS (VER DETALLE) PLACA PISO CELDA RELLENA CON GROUTING DE c/METRO MAMPOSTERIA EN BLOQUE HUECO DE CEMENTO PLACA ENTREPISO CUBIERTA .10 1#4 L=VAR.c/METRO EN CELDA RELLENA 1#4 L=2.00m EN CELDA RELLENA TRASLAPO 0.40 ENCHAPE DADO DE ARRANQUE 1#4 c/METRO EN CELDA RELLENA GRADO DE COMPORTAMIENTO DE ELEMENTOS NO ESTRUCTURALES: SUPERIOR GRADO DE USO IV I=1.30 NORMA BLOQUE CEMENTO : NTC 4076 f'c= 6MPa (60 Kg/cm2) f'c MORTERO RELLENO MAMPOSTERIA: 2000 psi NORMA MORTERO PEGA : NTC 3546 NORMA ACERO : NTC 2289 ZONA DE AMENAZA SISMICA: INTERMEDIA GRUPO DE USO III, I=1.20 GRADO DE COMPORTAMIENTO DE ELEMENTOS NO ESTRUCTURALES: BUENO ductos, etc, deben ir adecuadamente anclados a placas o muros. 3 - Todos los elementos colgantes como cielos rasos, lámparas, de las celdas vacías de los ladrillos Toda ventana o puerta deberá tener en su marco al menos 6 puntos capaces de soportar una carga horizontal igual al 30% de su peso. anclaje o equivalentes, anclados a los muros o a la estructura, que sean NOTAS: Siempre que sea posible, tuberías y redes deben ir por ductos, dentro 2 - Se deberán reducir a un mínimo las regatas en mamposterías. preverse un adecuado anclaje de elementos de carpinterías metálicas 1 - Además de los elementos no estructurales aquí mostrados, deberá (puertas, ventanas, cielos rasos), mediante el uso de chazos, pernos de NORMAS DE DISEÑO: ESPECIFICACIONES: 1#4 c/METRO EN CELDA RELLENA LONG-VARIABLE NORMAS COLOMBIANAS DE DISEÑO Y CONSTRUCCION SISMO-RESISTENTE, NSR-98 MALLAS ELECTROSOLDADAS f'y=42MPa(4200Kg/cm2) CARACTERISTICAS DE DISEÑO SISMO-RESISTENTE ACERO CORRUGADO GRADO-60 #2 Y #3 ACERO CORRUGADO GR. 60 >#4 PLANTA EMPALME MURO NO ESTRUCTURAL BLOQUE HUECO DE CEMENTO - COLUMNA ESTRUCTURAL 0.15 MAMPOSTERIA EN BLOQUE HUECO DE CEMENTO e=0.15m MAMPOSTERIA EN BLOQUE HUECO DE CEMENTO e=15cm 1.00 MURO NO ESTRUCTURALES (FACHADA) 1/4" x 2-1/4" DETALLE CORONA MURO NO ESTRUCTURAL (FACHADA) EDIFICACIONES GRUPO III CELDA RELLENA CON GROUTING 3/4" 3/4" LONGITUD ROSCA HILADA COMPLETA DILATACION CON ICOPOR h=1.5cm CELDA RELLENA CON GROUTING c/METRO RAM EN LA PENULTIMA BRECHA 1#4 L=VAR.c/METRO EN CELDA RELLENA LONGITUD ANCLAJE 3-1/4" 2-1/4" 2#2 c/3 HILADAS 1.00 ESCALA 1 : 10 VIGA ENCHAPE MAMPOSTERIA EN BLOQUE HUECO DE CEMENTO e=15cm ESCALA 1 : 20 1#4 c/ 1.00m PROFUNDIDAD DE ANCLAJE DIAMETRO BROCA ANCLAJE HILTI KWIK BOLT II 2"-1/4" 1/4" 1/4" x 3-1/4" 1-3/8" 1/4" CELDA RELLENA CON GROUTING DE c/METRO VISTA SUPERIOR ESCALA 1 : 5 ESCALA 1 : 10 EDIFICACIONES GRUPO III 1#4 c/METRO 1.00 1.00 CORTE TIPICO (MUROS DIVISORIOS NO ESTUCTURALES) EDIFICACIONES GRUPO III ESCALA 1 : 10 MAMPOSTERIA EN BLOQUE HUECO DE CEMENTO e=15cm 1.00 (DIVISORIOS) ESCALA 1 : 20 1#4 c/ 1.00m 1#4 c/METRO h-VARIABLE DADO DE ARRANQUE PLACA ENTREPISO ó CUBIERTA MAMPOSTERIA EN BLOQUE HUECO DE CEMENTO CELDA RELLENA CON GROUTING DE c/METRO DILATACION CON ICOPOR h=1.5cm PLACA PISO 1#4 L=VAR.c/METRO EN CELDA RELLENA VIGA ENTREPISO o CUBIERTA 1.00 1#4 L=VAR.c/METRO EN CELDA RELLENA 1#4 L=2.00m EN CELDA RELLENA DILATACION e=2cm (ICOPOR) ALZADA VIGA CIMENTACION COLUMNA TRASLAPO 0.40 MAMPOSTERIA EN BLOQUE HUECO DE CEMENTO e=15cm DADO DE ARRANQUE PROYECCION PLACA PISO RAM c/3 HILADAS 0.40 0.20 .10/.15 .10/.15 DADO DE ARRANQUE RAM EN LA PENULTIMA BRECHA DILATACION CON ICOPOR h=1.5cm CELDA RELLENA CON GROUTING c/METRO .10 1#4 c/METRO EN CELDA RELLENA TRASLAPO 0.40 MAMPOSTERIA EN BLOQUE HUECO DE CEMENTO e=15cm CORTE 0.20 DADO DE ARRANQUE 0.15 TRASLAPO 0.40 1#4 c/METRO EN CELDA RELLENA DADO DE ARRANQUE 1#4 L=2.00m EN CELDA RELLENA 1#4 L=VAR.c/METRO EN CELDA RELLENA DADO DE ARRANQUE .10 0.40 0.20 ALZADA PLACA PISO 1#4 L=2.00m EN CELDA RELLENA .10/.15 1.00 DILATACION CON ICOPOR h=1.5cm 2#2 EN LA PENULTIMA BRECHA CELDA RELLENA CON GROUTING c/METRO 1#4 L=VAR.c/METRO EN CELDA RELLENA PLACA ENTREPISO ó CUBIERTA CINTA AMARRES (0.15x0.15) ESCALA 1 : 10 MURO NO ESTRUCTURAL EN BLOQUE HUECO DE CEMENTO DILATACION e=0.02m(ICOPOR) COLUMNA ENCHAPE ESCALA 1 : 10 ANTEPECHOS DE FACHADA 1#4 c/METRO CELDA RELLENA CON GROUTING DE c/METRO .10 PLACA NCPB-ES-NE-003 1#4 c/METRO EN CELDA RELLENA LONG-VARIABLE 1#2 c/2HILADAS L=VARIABLE 0.20 Ver detalle en plano DILATACION CON ICOPOR h=1.5cm milimetrica d6.5mm en chipa GR. 60 (Norma NTC 2289) DETALLE CORONA MURO NO ESTRUCTURAL (FACHADA) EDIFICACIONES GRUPO III .10/.15 0.20 0.20 ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE 1#4 L=0.60m C/1.0m ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE 1#4 L=0.80m C/1.0m 1#4 L=0.80m C/1.0m 1#4 L=0.80m C/1.0m 1#4 L=0.80m C/1.0m ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE 1#4 L=0.60m C/1.0m 1#4 L=0.60m C/1.0m 1#4 L=0.60m C/1.0m ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE 1#4 L=0.60m C/1.0m ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE 1#4 L=0.60 C/1.00m 1#4 L=0.60 C/1.00m 1#4 L=0.60 C/1.00m 1#4 L=0.60 C/1.00m 1#4 L=0.60m C/1.00m ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE 0.15 ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/ EQUIVALENTE ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/ EQUIVALENTE ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/ EQUIVALENTE 0.14 0.40 0.40 2d4.5mm d4.5mm C/0.40 DETALLE REFUERZO HORIZONTAL MURO FACHADA TIPO RAM 1#4 L=0.60m C/1.0m ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE 1#4 L=0.60m C/1.0m ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE ANCLAJE QUIMICO UTILIZAR HILTI HIT-RE-500/EQUIVALENTE 1#4 L=0.60

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, constructive, DETAIL, details, DWG, erdbebensicher strukturen, floor, masonry, reforced, seismic structures, structural, strukturen