Playroom Barn DWG Block for AutoCAD

Playroom barn; structure for entertainment; where gambling activities are performed; barn etc .

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

intersection of beams, additional above, upper reinforcement, lower reinforcement, additional, solid slab, cuts of beams, cut a’-a ‘, only in the section in which it is, gives the intersection of beams, use this type of footboard, cut b’-b ‘, beams frame, section, reinforcement, abutments, type, vc, partitioning, girder beam, splices, slab or beam on each side of the support column, longitudinal joints shall not be allowed will be located in the central third, of the, armor, one, same, section, overlaps and joints, colum, beams, slabs, columns, slabs and beams, box of standard hooks in rods, corrugated steel, note :, reinforcement for negative moment in a continuous or cantilever element or in any element of a gantry, shall be anchored in, or through the elements, of support by anchoring lengths, hooks or mechanical anchors., the reinforcement that arrives until the end of, a flown will end in a standard hook, the standard hooks will be n the, concrete with the dimensions, specified in the table shown, ldg, with, coating, on the sides, stirrups, inside, knot, length, development, overlap, roof, surface-foundations, footings, -concrete armed in :, -steel, -current flows, -breaks, -recognitions :, general specifications, roof, -cement, super-structure, -zapatas, -loses, -columns, -beams, portico, —— -, ———, confinement, brick king kong industrial clay, -walls, -tabiques, fences, game room, roof game room

Raw text data extracted from CAD file:

1.30 1.30 1.30 1.15 1.15 1.00 1.30 1.30 1.00 1.15 1.15 1.15 1.15 Ø3/8" :1@0.05+8@0.10+R@0.20c/e Ø3/8" :1@0.05+8@0.10+R@0.20c/e 0.30 0.30 0.30 0.30 0.30 0.30 Ø6mm :1@0.05+5@0.10+R@0.25c/e Ø6mm :1@0.05+5@0.10+R@0.25c/e 3.50 0.10 2.30 0.20 0.90 Ø3/8" :1@0.05+8@0.10+R@0.20c/e Ø3/8" :1@0.05+8@0.10+R@0.20c/e 0.30 0.30 0.30 0.30 0.30 0.30 3.50 0.10 2.30 0.20 0.90 Intersección de vigas a' a' b' b' 0.25 0.25 0.25 0.25 0.35 0.25 0.25 0.35 Ø8mm :1@0.05 +R@0.10c/e Ø8mm :1@0.05 +R@0.10c/e Ø8mm :1@0.05 +R@0.10c/e Ø8mm :1@0.05 +R@0.10c/e 0.35 0.25 0.35 0.25 0.20 0.35 0.15 0.15 0.15 0.10 C1 C1 C1 C2 C2 C2 C2 C3 C3 C1 Ø 8 mm. @ .20 Adicional Arriba Ø 8 mm. @ .20 Adicional Arriba Refuerzo Superior Refuerzo Inferior Malla Ø 8 mm. @ .20 Malla Ø 8 mm. @ .20 Ø 8 mm. @ .20 Adicional Arriba Ø 8 mm.@ .20 Adicional Arriba Ø 8 mm. @ .20 Adicional Arriba Ø 8 mm. @ .20 Adicional Arriba Ø 8 mm. @ .20 Adicional Arriba Ø 8 mm. @ .20 Adicional Arriba Ø 8 mm. @ .20 Adicional Arriba 2 Ø 3 /8 " 2 Ø 3 /8 " 2 Ø 3 /8 " 2 Ø 3 /8 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " Adicionales 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 1 / 2 " Adicionales 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 12 mm 2 Ø 12 mm 2 Ø 1 / 2 " 2 Ø 1 / 2 " 2 Ø 12 mm 2 Ø 12 mm 2 Ø 3/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" Losa Macisa e = 0.10 m Losa Macisa e = 0.10 m 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" 2 Ø 3/8" Losa Macisa e = 0.10 m Losa Macisa e = 0.10 m 45° \A1;de 45° \A1;a \A1;G \A1;G \A1;ldg \A1;ldg \A1;Traslape \A1;Traslape \A1;r \A1;0.8750 \A1;0.6250 \A1;0.6250 \A1;0.8750 Y3 Y2 Y1 X1 X2 X3 X4 Y3 Y2 Y1 X1 X2 X3 X4 V-110 V-111 VB-2 V-111 V-101 V-110 V-111 VB-2 V-111 V-110 VB-2 VB-2 VB-1 VB-1 VB-1 VB-1 VB-1 VB-1 VB-1 VB-1 V-111 V-111 V-110 V-110 V-110 V-111 V-111 V-110 V-102' V-101' V-102' V-102' V-102' V-102' V-101' V-101' V-101' V-102' V-102' V-102' 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø3/8" :1@0.05+8@0.10+R@0.20c/e Ø3/8" :1@0.05+8@0.10+R@0.20c/e 5 5 5 5 5 5 Ø6mm :1@0.05+5@0.10+R@0.25c/e Ø6mm :1@0.05+5@0.10+R@0.25c/e VB-1 VB-1 V-101' 5 5 5 -1.0 -1.0 Ø3/8" :1@0.05+8@0.10+R@0.20c/e Ø3/8" :1@0.05+8@0.10+R@0.20c/e 5 5 5 5 5 5 VB-1 VB-1 V-101' 5 5 5 -1.0 -1.0 V-102' V-102' V-102' V-102' 1 1' 1 1' 1 1' 1 1' 2 2' 2 2' 5 -1.0 CORTE 1-1' 5 CORTES DE VIGAS Escala: 1/20 -1.0 CORTE 2-2' 5 CORTE a'-a' sólo en el tramo en que se da la intersección de vigas Usar este tipo de estribo -1.0 DETALLE "A" (Detalle de estribaje en intersección de vigas) 5 -1.0 CORTE b'-b' ESCALA 1:20 VER DETALLE "A" VER DETALLE "A" Ø8mm :1@0.05^J+R@0.10c/e Ø8mm :1@0.05^J+R@0.10c/e Ø8mm :1@0.05^J+R@0.10c/e Ø8mm :1@0.05^J+R@0.10c/e N.P.T. +0.20 N.P.T. +0.20 CUADRO DE VIGAS Escala: 1/25 SECCION REFUERZO ESTRIBOS TIPO 4 Ø 1/2" V-101' 1@5+6@10 +R@20 cm/ Lado Ø 8mm : -1.0 -1.0 V-C 2 Ø 3/8" Ø 6mm : 1@5+R@15 5 de Tabiqueria Viga de Arriostre 4 Ø 1/2" V-102' 1@5+6@10 +R@20 cm/ Lado Ø 8mm : -1.0 5 -1.0 VB-1 4 Ø 3/8" -1.0 1@5+6@10 +R@ 20 cm/ Lado Ø 6mm : VB-2 4 Ø 3/8" -1.0 1@5+6@10 +R@ 20 cm/ Lado Ø 6mm : 5 5 N.P.T. +0.20 No se permitiran empalmes del refuerzo superior (Negativo) en una longitud de 1/4 de la luz de la losa o viga a cada lado de la columna de apoyo Los empalmes longitudinales se ubicarán en el tercio central No se empalmaran más del 50% de la armadura en una misma sección TRASLAPES Y EMPALMES COLUM 90 120 1" 60 70 3/4" - 50 40 30 60 50 40 30 5/8" 1/2" 3/8" 8 mm 6 mm (cm) (cm) VIGAS LOSAS Ø ESTRIBOS 38 24 r (mm) 95 60 a (mm) 3/8" 6mm Øe COLUMNAS LOSAS Y VIGAS 45° de 45° a CUADRO DE GANCHOS STANDARD EN VARILLAS DE ACERO CORRUGADAS G NOTA: 6mm 65 36 1/2" 76 76 3/4" 114 114 3/8" 65 57 5/8" 95 95 ø G(mm) G D D(mm) 12mm 72 72 1" 152 152 D 6mm 72 36 1/2" 152 76 3/4" 228 114 3/8" 114 57 5/8" 190 95 ø G(mm) D(mm) 12mm 144 72 1" 304 152 El refuerzo por momento negativo en un elemento continuo o en voladizo o en cualquier elemento de un pórtico, deberá anclarse en, o a través de los elementos de apoyo por longitudes de anclaje, ganchos o anclajes mecánicos. El refuerzo que llega hasta el extremo de un volado terminará en gancho estándar Los ganchos standar se alojaran en el concreto con las dimenciones especificadas en el cuadro mostrado ldg ldg ldg(mm) 150 280 420 210 350 265 560 ldg(mm) 150 195 290 150 245 185 390 con recub. en los costados ldg(mm) 150 225 335 150 280 215 450 con estribos al interior del nudo Longitud de desarrollo Traslape Traslape r TECHO -CIMENTACION SUPERFICIAL 3.CIMENTACIÓN 4.SOBRECARGAS COLUMNAS ZAPATAS f'c=210 kg/cm² -CONCRETO ARMADO EN: LOSAS VIGAS fy=4200 kg/cm² ASTM A706 CEMENTO : HORMIGÓN :: 1 : 10 + 30% PIEDRA GRANDE 6" MÁXIMO 25% PIEDRA MEDIANA 3" MÁXIMO CEMENTO : HORMIGÓN :: 1 : 8 + -ACERO -CIMIENTOS CORRIDOS 2.MAMPOSTERÍA -SOBRECIMIENTOS -RECUBRIMIENTOS: 1.CONCRETO ESPECIFICACIONES GENERALES Techo 50 kg/cm2 (Techo Inclinado) f'c=210 kg/cm² f'c=210 kg/cm² f'c=210 kg/cm² -CEMENTO Cemento tipo 1 Super-estructura -ZAPATAS -LOSAS 7.0 cm 2.0 cm 4.0 cm 4.0 cm -COLUMNAS -VIGAS Portico -------- --------- 2.0 cm 2.0 cm Confinamiento Ladrillo de Arcilla King Kong Industrial 24cm x 13cm x 9cm -MUROS Bloque Concreto (Pared 9, Pader 14, y Pared 24) -TABIQUES, CERCOS f´b = 145 kg/cm² f´m = 65 kg/cm² v´m=8.10 kg/cm² ó similar Mortero tipo P2 proporción 1:4 cemento arena f´b = 50 kg/cm² Mortero tipo NP proporción 1:5 cemento arena 3.2.1.2 NTE E.020 SALA DE JUEGOS TECHO SALA DE JUEGOS ESCALA 1/50 DESARROLLO DE VIGAS - V-110 ESCALA 1/25 DESARROLLO DE VIGA - V-111 ESCALA 1/25

Language	Spanish
Drawing Type	Block
Category	Utilitarian Buildings
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	activities, adega, armazenamento, autocad, barn, block, cave, celeiro, cellar, DWG, entertainment, grange, keller, le stockage, performed, scheune, speicher, storage, structure

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