Several Detail Of Armed Concrete DWG Detail for AutoCAD

Several Detail Of Armed Concrete DWG Detail for AutoCAD

Details concrete – Technical specifications – Bolsters – Tank partitions

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

Tab., Pass gate basement, slab, axis, slab, Health pass, Heating pass, slab, axis, pass, slab, slab, Rainy pass, slab, slab, slab, Pass i. Gral, Heating pass, slab, Rainy pass, slab, slab, extractor, pass, slab, Pass the bell, slab, Rainy pass, slab, slab, Rainy pass, slab, slab, Health pass, Pass grill, slab, Rainy pass, slab, Double mesh, concrete, Natural soil, Excavate fill with, Selected soil, Compacted., Natural subfloor detail, Beam, Arm Transv., Arm Long, head, Cm., Piles, Det. Head piles, Diam. Cm., Arm Sup Transv., Arm Sup Long, Arm cancel., head, Arm cancel., Arm Sup Long, Arm Sup Transv., Arm Transv., Arm Long, Cm., pile, Det. Pile head, Diam. Cm., Det. Foundation beam., V.f. Cm., beam, Arm Sup, Cm., Estr., Of branches, masonry, Arm Inf., masonry, Arm Inf., Of branches, Estr., Arm Sup, beam, Cm., Det. Foundation beam., pile, Estr. helical, Arm Vert., Verify measures on site., Selected soil compacted., The foundation beam will rest on, Notes:, Air incorporator, For piles: concrete will be used with, Heads v., Air entraining additive for, You should use concrete with fluidizing agent, Coating Inf. Of heads v., concrete, steel, Do not take action on the plane., Cement a.r.s., Det. Tab. H.H. for, Tanks cm., Tab. Esp., Arm Sup, Arm Vert., Arm Inf., slab, Coating Of arm. Of piles, Coating Ext. Of arm. Of tab. H.H., Arm Horiz., slab, Arm Sup, Arm Inf., Coating, The quota of implantation of piles is of, Of the natural terrain level, Cm., head, Piles, Arm Long, Arm Transv., Arm Sup Long, Arm Sup Transv., Arm cancel., By the column, splice, Coating, V. Fund., Double mesh, concrete, Natural soil, Excavate fill with, Selected soil, Compacted., Beam, selected, Det. Underlayment

Raw text data extracted from CAD file:

00.00 00.00 ?? ?? ±0.00 V. 1 x 15 50 ±0.00 C. 1 x 20 20 C. 1 d 25 c / / c c / / c \A1;0.20m. ±0.00 TAB. 1 x 15 50 M. 1 x 15 50 T. 1 x 15 15 \A1;1.56m. \A1;0.325 \A1;0.325 \A1;0.65m. \A1;0.45m. \A1;0.33m. \A1;0.45m. \A1;0.33m. \A1;0.65m. \A1;0.325 \A1;0.325 \A1;0.65m. \A1;0.325 \A1;0.325 \A1;0.60 \A1;0.30m. \A1;0.30 \A1;0.30 \A1;0.30m. \A1;0.30m. \A1;0.35m. \A1;0.09m. \A1;0.15m. \A1;0.12m. \A1;1.56m. \A1;0.50m. \A1;0.33m. \A1;0.45m. \A1;0.45m. \A1;0.33m. \A1;50 \U+2205 pase puerta sotano 0.60x0.60 losa S/sotano 15/77 EJE X-X losa S/PB 0.25x0.50 pase I.sanitaria 15/77 Vi 213 0.15x0.28 pase calefac. losa S/PB C14 20/20 V229 12/30 V226 15/50 C8 C6 V220 15/50 EJE Y-Y sanit/vent pase pluvial/ losa S/1°piso losa S/PB 0.50x0.15 15/50 C1 20/20 Vi 216 15/77 Vi 215 15/77 C13 15/50 C11 15/50 M 214 V228 losa S/1°piso pase pluvial losa S/1°piso 0.15x0.15 losa S/PB V217 12/45 V218 Vi 201 15/77 C2 15/50 Vi 202 15/77 15/45 12/30 V219 V227 losa s/PB pase I. gral 0.11x0.20 pase calefac. losa S/PB 0.18x0.22 pase pluvial losa S/PB 0.15x0.15 losa S/1°piso C19 15/50 Vi 211 15/77 C10 15/50 Vi 212 15/77 0.15x0.30 extractor pase vent/ losa S/1°piso losa S/PB pase campana 0.48x0.50 losa S/PB losa S/1°piso pase pluvial 0.15x0.15 losa S/PB C18 15/50 Vi 210 15/77 C9 20/20 V225 15/45 15/30 C15 15/50 15/50 20/20 losa S/1°piso losa S/PB 0.15x0.15 pase pluvial pase pluvial 0.15x0.15 losa S/PB losa S/1°piso VB VB1 15/50 VB 15/50 C4 C3 15/50 Vi 203 15/117 VB1 15/50 C5 30/30 Vi 205 15/77 Vi 204 15/117 losa S/PB 0.25x0.50 pase I.sanitaria C16 20/20 C17 20/20 Vi 209 15/77 20/20 C7 20/20 V224 15/50 V222 12/50 V223 15/50 pase parrilla 0.50x0.26 losa S/PB losa S/1°piso Vi 208 15/77 26/30 V221 15/117 Vi 206 15/77 0.15x0.15 pase pluvial losa S/1°piso losa S/PB Vi 207 15/77 \A1;0.15 \A1;0.40 \A1;0.35 \A1;0.20 DOBLE MALLA Q-92 HORMIGON H-130 SUELO NATURAL EXCAVAR Y RELLENAR CON -92.48530929075442 -92.48530929075442 SUELO SELECCIONADO Y COMPACTADO. DETALLE DE CONTRAPISO S/TERRENO NATURAL -92.4883109719176 -92.411477412451 VIGA DE FUND.(V.F1) \A1;0.15 \A1;0.50 \A1;0.60 \A1;0.30 14 E-2 ARM. TRANSV. 11d10 ARM. LONG. 7d12 CABEZAL 126x65 D= 50 cm. 2 PILOTES d 35cm. DET. CABEZAL 2 PILOTES DIAM. d35 cm. 7d12 11d10 156 -0.1004119875738638 65 0.325 0.325 -0.1004119875738638 -0.1004119875738638 -0.1004119875738638 -0.1004119875738638 -0.1004119875738638 ARM. SUP. TRANSV. 11d8 ARM. SUP. LONG. 7d8 ARM. ANULAR. 2d8 CABEZAL 65x65 65 0.0 0.0 0.0 0.0 0.0 5d10 ARM. ANULAR. 2d8 ARM. SUP. LONG. 5d8 ARM. SUP. TRANSV. 5d8 ARM. TRANSV. 5d10 ARM. LONG. 5d10 D= 50 cm. 1 PILOTE d 35cm. 0.0000000000000018 65 5d10 DET. CABEZAL 1 PILOTE DIAM. d35 cm. 15 E-2 16 E-2 DET. VIGA DE FUND. V.F. 30x60 cm. VIGA 30x60 ARM. SUP. 4d16 0.30 0.30 0.60 D= 30 cm. 0.0 +0.52 ESTR. d8c./15 DE 4 RAMAS MAMPOSTERIA ARM. INF. 4d16 MAMPOSTERIA -1.642261957361786 -1.642261957361786 +0.52 ARM. INF. 2d12 DE 2 RAMAS ESTR. d6c./15 ARM. SUP. 2d12 VIGA 30x30 D= 30 cm. V.F.2 30x30 cm. DET. VIGA DE FUND. 17 E-2 -1.343490583270206 PILOTE d 35cm. ESTR. HELICOIDAL ARM. VERT. 5d12 d6c./15 * VERIFICAR MEDIDAS EN OBRA. SUELO SELECCIONADO Y COMPACTADO. * LA VIGA DE FUNDACION SE APOYARA SOBRE - NOTAS: FLUIDIFICANTE, INCORPORADOR DE AIRE Y * PARA PILOTES: SE UTILIZARA HORMIGON CON CABEZALES Y V.F. Y ADHITIVO INCORPORADOR DE AIRE PARA * SE DEBERA USAR HORMIGON CON FLUIDIFICANTE * RECUB. INF. DE CABEZALES Y V.F. 3cm. * HORMIGON H-21 ( r=175 Kg/cm2). * ACERO ADN-420 ( s=4200 Kg/cm2). * NO TOMAR MEDIDAS EN EL PLANO. CEMENTO A.R.S. b b 18 E-2 DET. TAB. S.S. PARA TANQUES ESP.12 cm. TAB. ESP. 12cm. ARM. SUP. 2d12 ARM. VERT. d8c./15 ARM. INF. 2d12 +0.52 LOSA L.S01 2.57 E1 -4.069874519088074 -4.069874519088074 -1.60 -4.069874519088074 * RECUB. DE ARM. DE PILOTES 3cm. * RECUB. EXT. DE ARM. DE TAB. S.S. 2.5cm. ARM. HORIZ. d6c./20 LOSA L.S02 ARM. SUP. d10c./15 ARM. INF. d10c./15 (AMBAS DIR.) RECUB. 3cm. RECUB. 3cm. * LA COTA DE IMPLANTACION DE PILOTES ES DE -4.50m. DEL NIVEL DE TERRENO NATURAL -0.4765482587822873 -0.4765482587822873 50 156 -0.4765482587822873 -0.4765482587822873 -0.4765482587822873 -0.4765482587822873 D= 50 cm. CABEZAL 126x65 d 35cm. 2 PILOTES ARM. LONG. 7d12 ARM. TRANSV. 11d10 ARM. SUP. LONG. 7d8 ARM. SUP. TRANSV. 11d8 ARM. ANULAR. 2d8 PELOS COLUMNA EMPALME 50d 0.0854218278735459 +0.52 RECUB. 3cm. V. FUND. 60x30cm. DOBLE MALLA Q-92 HORMIGON H-130 SUELO NATURAL EXCAVAR Y RELLENAR CON 5 0.50 SUELO SELECCIONADO Y COMPACTADO. 5 5 VIGA DE FUND.(V.F) +0.52 S/TERRENO SELECCIONADO DET. LOSA CONTRAPISO 19 E-2 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	armed, autocad, béton armé, concrete, DETAIL, details, DWG, formwork, partitions, reinforced concrete, schalung, specifications, stahlbeton, tank, technical