Snack Bar – Structural Details DWG Detail for AutoCAD

Snack Bar – Structural Details DWG Detail for AutoCAD

Snack Bar – Structural Details

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

of wall, This is the crown of every wall and it will be used where indicated., detail, Wall, polystyrene, welded Mesh, fourth pool equipment, goes up, walls of cms., note:, minimum diameter, fold, sup bed trabs, columns, concrete specifications, all bending must be done unless the supervising engineer authorizes otherwise., no more than the reinforcement should be spliced ​​within an overlap length., The overlap length for individual rods should be increased in bundles of rods in bundles of rods., the individual joints within a package should not coincide in the same length of overlap. Whole packages should not overlap., overlap length for individual rod joints, inf bed trabs, min, min, min, fold, min, fold, fold, minimum diameter, no less than cm, members exposed to the ground, members exposed to the weather, members not exposed, for larger rods see previous table, fold, standard hooks for main reinforcement, standard hooks for staples stirrups, fold, concrete coating for steel, until rods cm cm., The constructor must comply with the regulations of the aci regulations except where this code conflicts with the legally adopted local code., goes up, ogm, ing. a.c.m., a.c.m., cimentacion plant, General Review, a.c.m., cimentacion plant, details, general dimensions in centimeters, the dimensions govern the drawing, General notes:, high strength steel, Check levels levels on site, reinforcing steel, concrete, materials:, check axis tracing of walls columns, levels given in meters, lock, concrete wall, with architectural plans, full slab, symbology:, concrete, section, npt basement, basement slab, concrete, section, npt basement, of partition, of the castle, stairs, armex, armex, tracing plant, wood, retaining wall, of wall, This is the crown of every wall, and it will be used where indicated., detail, Wall, polystyrene, welded Mesh, ogm, ing. a.c.m., a.c.m., slab floor slab, General Review, a.c.m., tracing plant, slab basement, ground floor, basement details of armed, see concrete specifications in lam., general dimensions in centimeters, the dimensions govern the drawing, General notes:, high strength steel, Check levels levels on site, reinforcing steel, concrete, materials:, check axis tracing of walls columns, levels given in meters, lock, concrete wall, with architectural plans, full slab, symbology:, detail, Wall, full slab, column, camber, base, stirrup, contraflecha, retaining wall, peraltar up, castle that moves from this level

Raw text data extracted from CAD file:

=0.50 \A1;5 \A1;20 \A1;25 \A1;ESPESOR DE MURO ESTA T-0 ES LA CORONA DE TODO MURO DE CARGA, ADEMAS SE USARA DONDE SE INDIQUE. -150.9817308801223 -150.9817308801223 -150.9817308801223 ~ DETALLE T-0 \A1; T-0 4#4 E#3@20 MURO POLIESTIRENO MALLA ELECTROSOLDADA 6x6-10/10 -150.9817308801223 \A1;80 \A1;80 \A1;40 \A1;80 B B B B \A1;25 \A1;5 \A1;80 \A1;85 \A1;270 \A1;12 NPT+7.50 \A1;20 \A1;20 \A1;25 \A1;5 \A1;150 \A1;85 \A1;300 \A1;30 \A1;40 \A1;20 \A1;85 \A1;15 \A1;15 \A1;20 \A1;15 \A1;R250 \A1;R230 \A1;R380 \A1;45° \A1;45° \A1;68° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;19° \A1;3° \A1;27° \A1;19° \A1;8° \A1;R510 \A1;R530 \A1;R390 \A1;R370 \A1;R520 \A1;R380 \A1;R240 \A1;R2.50 \A1;R2.30 \A1;R3.80 \A1;45° \A1;45° \A1;68° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;19° \A1;3° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;19° \A1;8° \A1;4° \A1;4° \A1;4° \A1;27° \A1;R5.10 \A1;R5.30 \A1;R3.90 \A1;R3.70 \A1;R5.20 \A1;R3.80 \A1;R2.40 CUARTO EQUIPO ALBERCAS 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SUBE -504.7473710906775 -504.747371090676 -504.7473710906771 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906775 -504.7473710906771 -504.7473710906771 -504.7473710906776 -504.7473710906778 -504.7473710906778 -504.7473710906776 MUROS DE 20 CMS. NOTA: -504.7473710906773 \A1;d = 20 DIAMETRO MINIMO DE DOBLEZ (DB) 40 30 40 50 b d 2.5 3 LECHO SUP. TRABES (cm) COLUMNAS Y ESPECIFICACIONES DE CONCRETO TODO DOBLEZ DEBERA HACERSE EN FRIO, A MENOS QUE EL INGENIERO SUPERVISOR AUTORICE LO CONTRARIO. NO MAS DEL 50% DEL REFUERZO DEBERA EMPALMARSE DENTRO DE UNA LONGITUD DE TRASLAPE. LA LONGITUD DE TRASLAPE PARA VARILLAS INDIVIDUALES EN PAQUETE, DEBERA INCREMENTARSE 20% EN PAQUETES DE 3 VARILLAS Y 33% EN PAQUETES DE 4 VARILLAS. LOS EMPALMES INDIVIDUALES DENTRO DE UN PAQUETE NO DEBERAN COINCIDIR EN UNA MISMA LONGITUD DE TRASLAPE. PAQUETES ENTEROS NO DEBERAN TRASLAPARSE. LONGITUD DE TRASLAPE PARA EMPALMES DE VARILLAS INDIVIDUALES LECHO INF. TRABES (cm) 1 b 4 d min 65 75 160 130 b b 2418.92932833429 6 d min (DB) (DB) 2418.92932833429 6 d min b Doblez 180° 12 d min 2418.92932833429 2418.92932833429 2418.92932833429 Doblez 135° 2418.92932833429 80 100 200 160 5 6 10 8 DE DOBLEZ (DB) DIAMETRO MINIMO (DB) (DB) 10 d 8 d 4 d 2 b b b 6 d b d 1 d b 14 & 18 3 TO 8 9, 10 & 11 3, 4 & 5 b no menos que 6.5 cm 7.5 cm MIEMBROS EXPUESTOS AL SUELO MIEMBROS EXPUESTOS AL CLIMA MIEMBROS NO EXPUESTOS para varillas mayores ver tabla anterior 2 Doblez 90° GANCHOS ESTANDAR PARA REFUERZO PRINCIPAL 2418.92932833429 GANCHOS ESTANDAR PARA ESTRIBOS Y GRAPAS Doblez 90° 2418.92932833429 RECUBRIMIENTO DE CONCRETO PARA EL ACERO HASTA VARILLAS #5; 4 cm .#6 Y MAYORES; 5 cm. GENERAL; 4 cm, CASCARONES; 2 cm EL CONSTRUCTOR DEBERA SUJETARSE A LAS NORMAS Y ESPECIFICACIONES DEL REGLAMENTO ACI 318-02, EXCEPTO DONDE ESTE CODIGO ENTRE EN CONFLICTO CON EL CODIGO LOCAL LEGALMENTE ADOPTADO. 4 65 50 MC-1 5 5 5 5 \A1;MURO MC-1 \A1;MURO MC-2 \A1;MURO MC-2 \A1;MURO MC-1 \A1;MURO MC-1 1 1 2 2 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 SUBE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A E-SV-01 OGM ING. A.C.M A.C.M 15/AGO/08 PLANTA DE CIMENTACION 15/08/08 A REVISION GENERAL A.C.M \A1;ESC. 1:50 PLANTA DE CIMENTACION Y DETALLES 1.- ACOTACIONES GENERALES EN CENTIMETROS 2.- LAS COTAS RIGEN AL DIBUJO NOTAS GENERALES: 3.- ACERO DE ALTA RESISTENCIA fy=5000 Kg/cm² 4.- CHECAR COTAS Y NIVELES EN OBRA 2.- ACERO DE REFUERZO fy=4200 kg/cm² 1.- CONCRETO f'c=200 kg/cm² MATERIALES: 5.- CHECAR TRAZO DE EJES DE MUROS Y COLUMNAS 3.- NIVELES DADOS EN METROS T= TRABE = MURO DE CONCRETO CON PLANOS ARQUITECTONICOS (ELECTROFORJADOS) L= LOSA LLENA SIMBOLOGIA: \A1; 5 5 5 5 5 5 \A1;1#3@25 \A1;1#4@15 \A1;PLANTILLA DE CONCRETO f'c=100 kg/cm² \A1;ESC. 1:20 SECCION 1-1 \A1;MURO MC-1 NPT SOTANO LOSA SOTANO 5 \A1;1#3@15 \A1;1#3@30 5 5 5 5 5 \A1;1#3@15 \A1;1#4@15 \A1;PLANTILLA DE CONCRETO f'c=100 kg/cm² \A1;ESC. 1:20 SECCION 2-2 \A1;MURO MC-2 NPT SOTANO 5 \A1;1#4@15 \A1;1#3@30 5 \A1;MURO DE TABIQUE \A1;ANCLAJE DEL CASTILLO \A1;MURO MC-2 \A1;MURO MC-1 5 5 ESCALERAS 5 ARMEX 15x15-4 5 <> K-0 ARMEX 15x20-4 5 <> K-1 \A1;ESC. 1:50 PLANTA DE TRAZO C-1 d = <> MADERA \A1;L-4, L-5 MC= MURO DE CONTENCION \A1;68° \A1;20 \A1;20 \A1;140 \A1;140 \A1;17 \A1;19 \A1;151 \A1;19 \A1;65 \A1;20 \A1;20 \A1;17 \A1;151 \A1;65 \A1;68° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;4° \A1;19° \A1;3° \A1;25° \A1;5° \A1;10° \A1;30° \A1;20° \A1;10° \A1;10° \A1;R250 \A1;R250 \A1;20 \A1;20 \A1;20 \A1;140 \A1;140 \A1;17 \A1;19 \A1;151 \A1;19 \A1;R30 \A1;65 \A1;65 \A1;45° \A1;45° \A1;10° \A1;30° \A1;20° \A1;10° \A1;10° \A1;25° \A1;5° \A1;R210 \A1;R270 \A1;R380 \A1;R240 \A1;R370 \A1;R390 \A1;R250 \A1;R230 \A1;R510 \A1;R530 \A1;20 \A1;200 \A1;120 \A1;120 \A1;20 \A1;20 \A1;45° \A1;45° \A1;39° \A1;39° \A1;6° \A1;6° \A1;17 \A1;151 \A1;70 \A1;10 \A1;R30 \A1;21° \A1;80 \A1;220 \A1;40 \A1;140 \A1;40 \A1;140 \A1;100 \A1;380 \A1;140 \A1;15 \A1;15 \A1;105 \A1;105 \A1;105 \A1;85 \A1;105 \A1;85 \A1;135 \A1;135 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 =0.50 \A1;160 \A1;160 \A1;480 \A1;160 \A1;40 \A1;40 \A1;270 \A1;60 \A1;150 \A1;60 \A1;120-185 \A1;140-250 \A1;120-235 \A1;240-275 \A1;140 \A1;190-210 \A1;250-270 \A1;5 \A1;20 \A1;25 \A1;ESPESOR DE MURO ESTA T-0 ES LA CORONA DE TODO MURO DE CARGA, ADEMAS SE USARA DONDE SE INDIQUE. -150.9817308801223 -150.9817308801223 -150.9817308801223 ~ DETALLE T-0 \A1; T-0 4#4 E#3@20 MURO POLIESTIRENO MALLA ELECTROSOLDADA 6x6-10/10 -150.9817308801223 \A1;20 \A1;12 \A1;15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L-5 L-4 L-4 L-3 T-7 T-5 T-6 T-3 T-4 MC-2 MC-1 MC-2 MC-1 MC-1 MC-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L-2 L-1 L-1 K-1 K-1 K-1 K-1 K-1 K-1 C-1 C-1 C-1 C-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-1 T-2 T-2 K-1 K-1 K-1 K-1 K-1 K-1 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-0 K-1 K-1 T-1 A E-SV-02 OGM ING. A.C.M A.C.M 15/AGO/08 LOSA PLANTA BAJA, LOSA 15/08/08 A REVISION GENERAL A.C.M \A1;ESC. 1:50 PLANTA DE TRAZO 5 T-1 h=25 b=15 E#3 5 @20 5 5 @10 @10 @12 @16 5 5 5 T-5 h=50 b=15 5 @12 E#3 5 5 \A1;2#4 5 T-2 h=20 b=15 E#3 5 @15 5 5 @15 @15 \A1;2#3 5 5 5 T-3 h=20 b=15 E#3 5 @15 \A1;2#3 50 T-4 h=20 b=15 E#3 50 @15 50 50 @15 @15 \A1;2#3 50 50 50 50 @15 50 50 @15 \A1;2#4 \A1;2#6 =1.00 @12 @20 5 5 5 T-7 h=60 b=15 5 @12 E#3 5 \A1;2#3 =1.00 5 \A1;4#5 \A1;2#8 \A1;2#5 5 T-6 h=30 b=15 E#3 5 @12 \A1;2#4 5 5 @12 @20 (LLENA) h=12 L-4 120-<> 140-<> (LLENA) h=10 L-1 120-<> \A1;1#3@35 \A1;1#3@24 (LLENA) h=10 L-2 240-<> \A1;1#3@35 \A1;1#3@20 (LLENA) h=12 L-3 5 \A1;1#3@30 \A1;1#3@20 \A1;1#3@30 \A1;1#3@20 (LLENA) h=12 L-5 190-<> 250-<> \A1;1#3@30 \A1;1#3@20 \A1;ESC. 1:50 LOSA PLANTA SOTANO \A1;ESC. 1:50 LOSA PLANTA BAJA SOTANO Y DETALLES DE ARMADOS 6.- VER ESPECIFICACIONES DE CONCRETO EN LAM. E-SV-01 1.- ACOTACIONES GENERALES EN CENTIMETROS 2.- LAS COTAS RIGEN AL DIBUJO NOTAS GENERALES: 3.- ACERO DE ALTA RESISTENCIA fy=5000 Kg/cm² 4.- CHECAR COTAS Y NIVELES EN OBRA 2.- ACERO DE REFUERZO fy=4200 kg/cm² 1.- CONCRETO f'c=200 kg/cm² MATERIALES: 5.- CHECAR TRAZO DE EJES DE MUROS Y COLUMNAS 3.- NIVELES DADOS EN METROS T= TRABE = MURO DE CONCRETO CON PLANOS ARQUITECTONICOS (ELECTROFORJADOS) L= LOSA LLENA SIMBOLOGIA: 5 5 ~ DETALLE T-0 \A1; T-0 4#3 E#2@20 MURO LOSA LLENA 5 \A1;2#5 C= COLUMNA h= PERALTE b= BASE E= ESTRIBO = CONTRAFLECHA MC= MURO DE CONTENCION = PERALTAR HACIA ARRIBA = CASTILLO QUE SE DESPLANTA DE ESTE NIVEL

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, BAR, béton armé, concrete, DETAIL, details, DWG, formwork, reinforced concrete, schalung, snack, stahlbeton, structural