Foundations Run Detached Houses DWG Detail for AutoCAD

Home Foundation; on foundation unassembled; on reinforced foundations; foundation; shoes; columns including construction details .

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

shoe detail, ugly, steps in filling, ugly, ugly, ugly, section, ugly, stretch ii, ugly, ugly, cm., n.p.t., observation: projected structure for four floors, stairway detail, scale, blkoul, slab cm, recommendation, shoes cm, the columns will be indented in the walls., ltex, Technical specifications, fc, concrete: column, tarragon, mortar:, concrete: lightened beams, steel:, foundation, coatings, overdrive without p.m., beams cm, capac. bearing the ground, columns cm, armed uprising, c., overdrive without p.m., armed uprising, foundation p.m., n.p.t., single family Home, foundation, existing columns that will be reinforced, use stirrups as, ltex, ltex, existing columns that will not be reinforced, scale, element, column table, kind, stirrups, racing foundation detail, scale, n.p.t., rest, mmø, n.p.t., n.p.t., rest, mmø, n.p.t., mmø, rest, n.p.t., rest, mmø, n.p.t., rest, mmø, n.p.t., n.p.t., rest, mmø, n.p.t., rest, mmø, n.p.t., mmø, rest, n.p.t., secc., mmø, n.p.t., rest, n.p.t., secc.

Raw text data extracted from CAD file:

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N.P.T. +0.10 CR CE 5 5 5 5 5 5 OBSERVACION: Estructura proyectada para cuatro pisos C C3 5 5 G 5 5 5 5 5 5 1 5 5 5 5 4 3 5 C4 C4 E 5 04 05 11 C3 C4 05 11 C4 C2 1.68 5 C4 A C4 C4 B 5 1.30 0.15 5 5 5 5 5 5 5 5 C3 C1 01 01 04 C3 C1 05 0.30 5 11 11 05 2 1 4 C3 CR 5 5 5 DETALLE DE ESCALERA 5 5 5 5 5 6 7 Escala 1/25 5 5 5 5 9 8 5 C2 11 11 C3 C3 C2 C2 11 C3 02 02 C3 11 C2 12 12 C2 CE C3 C2 04 04 5 11 5 5 5 5 10 01 5 5 12 C2 08 07 07 11 11 CR CE C3 11 C2 CR 02 11 11 CR 01 CR 12 11 02 CR 5 5 5 5 C3 5 Z-1 C3 03 03 5 Z-1 6 8 5 CE 5 01 01 C3 08 Z-1 5 5 C4 CR 5 11 10 0.15 0.10 \fSwis721 BlkOul BT|b0|i0|c0|p82;C-1 Z-1 – LOSA : 2.0 cm RECOMENDACIÓN – ZAPATAS : 7.5 cm – Las columnas seran endentadas en los muros. \fSwis721 LtEx BT|b0|i0|c0|p34;1/50 \fSwis721 LtEx BT|b0|i0|c0|p34;ESCALA: ESPECIFICACIONES TÉCNICAS 2.20 0.25 – f’c = 175 Kg/cm2 – f’c = 210 Kg/cm2 CONCRETO: Columna TARRAJEO – Mortero: cemento-arena 1:5 CONCRETO: Zapatas, Vigas y Aligerado ACERO: – fy = 4200 Kg/cm2 CIMENTACION RECUBRIMIENTOS – 1.00 Kg/cm2 (A) Sobrecimiento sin armar f’c=100 K.g/cm2 + 25% P.M. – VIGAS : 3.0 cm Capac. Portante del Terreno : – COLUMNAS : 3.0 cm (B) Sobrecimiento armado f’c=175 K.g/cm2 (C) Cimiento f’c=100 K.g/cm2 + 30% P.G. (D) Sobrecimiento sin armar f’c=100 K.g/cm2 + 25% P.M. (E) Sobrecimiento armado f’c=175 K.g/cm2 (F) Cimiento f’c=175 K.g/cm2 + 25% P.M. 0.25 0.50 N.P.T. +0.10 0.25 VIVIENDA UNIFAMILIAR CIMENTACIÓN COLUMNAS EXISTENTES QUE SI SERAN REFORZADAS USAR 2Ø5/8″ Y COLOCAR ESTRIBOS COMO C2 \fSwis721 LtEx BT|b0|i0|c0|p34;PROYECTO : \fSwis721 LtEx BT|b0|i0|c0|p34;PLANO : 0.10 0.25 C-R \fSwis721 LtEx BT|b0|i0|c0|p34;LÁMINA: RESTO@ 0.20 C/L. 3/8″1@0.05, 2Ø3/4″ 2Ø3/4″ 4 Ø 3/8″ COLUMNAS EXISTENTES QUE NO SERAN REFORZADAS 4 Ø 1/2″” 4 Ø 3/8″ 0.25 0.13 0.25 0.25 C-4 C-3 0.25 0.10 0.25 C-E 0.15 1/4″1@0.05, RESTO@ 0.20 C/L. Ø3/8″ 1@0.05,3@0.10, 3@.15Resto @0.20 C/L. 1/4″1@0.05, RESTO@ 0.20 C/L. 5 5 5 5 5 5 5 5 5 15 5 5 10 5 5 5 5 14 13 Escala 1/25 5 10 5 5 16 C1 C3 11 11 C5 10 C3 C3 C3 05 11 11 C2 12 C3 CR C5 11 11 10 C3 C4 C3 C3 06 05 G 5 4Ø5/8″ 3Ø1/2″ 3Ø1/2″ ELEMENTO CUADRO DE COLUMNAS 0.25 0.15 0.10 0.30 C-2 C-1 TIPO Ø3/8″ 1@0.05,4@0.10, 3@.15Resto @0.20 C/L. Ø3/8″1@0.05,6@0.10, 5@0.15,Resto@0.20 C/L. ESTRIBOS D F 06 5 5 5 5 5 C4 5 5 C4 C4 0.15 16 A DETALLE DE CIMENTACIÓN CORRIDA Escala 1/25 0.10 0.10 1.15 C N.P.T. +0.10 4Ø3/8″ RESTO @ 0.25 6 mmØ 1@0.05,3@0.10 A N.P.T. +0.10 B 0.10 0.10 0.40 0.80 0.25 0.50 0.15 C 0.45 0.15 C A 0.50 0.45 0.80 0.80 A 0.90 0.90 0.25 N.P.T. +0.10 C RESTO @ 0.25 4Ø3/8″ 6 mmØ 1@0.05,3@0.10 N.P.T. +0.10 N.P.T. +0.10 0.40 C 0.10 0.10 0.40 0.10 0.10 0.80 0.80 A B 6 mmØ 1@0.05,3@0.10 RESTO @ 0.25 4Ø3/8″ N.P.T. +0.10 N.T.N.+0.00 4Ø3/8″ RESTO @ 0.25 6 mmØ 1@0.05,3@0.10 B A 0.25 N.P.T. +0.10 0.40 0.80 C A B 1.00 0.25 0.25 1.30 F RESTO @ 0.25 6 mmØ 1@0.05,3@0.10 4Ø1/2″ N.P.T. +0.10 Ø3/8″ @ 0.25 5Ø3/8″ D E N.P.T. +0.10 0.10 0.10 0.40 0.80 N.T.N.+0.00 4Ø3/8″ RESTO @ 0.25 6 mmØ 1@0.05,3@0.10 – 0.25 0.80 0.40 0.10 0.10 N.P.T. +0.10 A B 0.95 C RESTO @ 0.25 6 mmØ 1@0.05,3@0.10 4Ø3/8″ C 0.80 0.40 0.10 0.10 A N.P.T. +0.10 B 0.25 N.T.N.+0.00 6 mmØ 1@0.05,3@0.10 4Ø1/2″ RESTO @ 0.25 Ø3/8″ @ 0.25 – N.P.T. +0.10 0.40 0.80 0.10 0.10 5Ø3/8″ E F D 0.25 SECC. 03 5 0.95 1.25 6 mmØ 1@0.05,3@0.10 Ø3/8″ @ 0.25 5Ø3/8″ N.P.T. +0.10 RESTO @ 0.25 4Ø1/2″ F 0.80 0.40 0.10 0.10 N.P.T. +0.10 E D 0.25 SECC. 02 SECC. 01 SECC. 04 SECC. 05 SECC. 10 SECC. 09 SECC. 06 SECC. 07 SECC. 08 SECC. 11