Single Housing DWG Plan for AutoCAD

Single Housing DWG Plan for AutoCAD

Single housing – Plans – Sections – Views

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

openings, sill type, high width, bedroom, s. h., study, receipt, bar, carport, living room, pantry, kitchen, patio, dining room, terrace, corridor, hall, gazebo, laundry, first floor, second floor, storage, hall, p -, m -, garden , v var., plant, first section, cut, nfp, tank tank, second section, slabs and plates, foundation, overflow, rest of elements, overlaps in beams, free coverings, reinforced concrete, steel, technical specifications, masonry, columns and beams, detail of stairs, running foundations, sardinel – s, shoe detail, flooring, var., according to plant, detail of columns, type of reinforcing bending, beam, expansion joint, detail of footings, foundations, meeting of beams, goes, roof

Raw text data extracted from CAD file:

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H. DORMITORIO S. H. DORMITORIO ESTUDIO RECIBO BAR CAR - PORT ESTAR DORMITORIO DESPENSA SH COCINA PATIO COMEDOR S. H. TERRAZA PASILLO SALA COMEDOR GLORIETA LAVANDERIA 5 PRIMERA PLANTA ESC. 1/50 SEGUNDA PLANTA ESC. 1/50 DORMITORIO S. H. DEPOSITO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 HALL 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 P - 0.90 2.40 P - 0.70 2.40 P - 0.90 2.40 P - 0.90 2.40 P - 0.70 2.40 P - 0.90 2.40 P - 0.90 2.40 P - 2.90 2.40 P - 1.00 2.40 P - 0.90 2.40 P - 0.70 2.40 P - 0.90 2.40 P - 0.70 2.40 P - 0.90 2.40 P - 0.90 2.40 P - 0.90 2.40 P - 0.70 2.40 P - 0.90 2.40 P - 0.70 2.40 M - 2.00 2.40 2.25 2.40 M - 1.85 2.40 M - 2.40 2.40 M - V 0.80 0.80 1.60 V 0.80 2.40 1.60 V 2.00 0.80 0.40 V 0.80 2.45 1.60 V 0.80 1.00 1.60 V 2.00 1.90 0.60 V 0.60 2.15 1.80 V 0.60 1.80 1.80 V 0.60 1.70 1.80 V 0.60 1.45 1.80 V 0.60 1.35 1.80 V 0.60 1.35 1.80 V 0.80 2.60 1.60 V 0.80 1.90 1.60 V 0.80 2.15 1.60 V 0.80 1.80 var. V 0.60 2.00 1.80 V 2.00 0.80 0.40 V 1.00 1.20 1.40 V 1.80 1.20 0.80 V 2.00 1.10 0.40 V 0.80 1.20 1.60 M - 1.80 2.40 5 B D 5 5 A 5 5 F 5 11 5 12 5 10 9 5 5 8 7 5 6 5 5 4 5 5 5 2 1 5 1 5 5 5 5 5 5 5 5 12 5 5 5 5 .80 3.70 5 5 5 E 5 D C A F A A A A A A B B B B B B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 17 18 19 20 21 22 23 24 16 15 14 13 12 11 10 9 32 31 30 29 28 27 26 25 24 23 22 21 20 19 18 18 JARDIN JARDIN JARDIN JARDIN 0.70 2.40 P - 5 5 5 5 5 1.10 2.40 V 0.00 0.50 0.50 V var. V 0.80 1.00 1.60 V 0.80 1.00 1.60 2.00 1.80 V 0.60 NPT + 3.10 NPT + 5.90 NPT + 0.30 NPT +- 0.00 NPT + 0.30 5 5 5 5 5 .80 5 5 0.35 var. V 0.80 5 0.35 var. V 0.80 5 Ø 1/4" 5 5 5 .80 5 Ø 3/8" @ 0.20 5 5 .175 5 5 5 5 5 5 5 Ø 3/8" @ .25 5 Ø 3/8" @ .20 Ø3/8" @ 0.25 2Ø3/8" Ø3/8" @ 0.25 Ø3/8" @ 0.25 Ø3/8" @ 0.25 2Ø3/8" 5 5 PLANTA 5 5 5 Ø 3/8" @ .20 5 Ø 3/8" @ .25 4 3 Ø 3/8" @ 0.20 e = 0.15 Ø 3/8" @ 0.20 Ø 3/8" @ 0.15 Primer Tramo 2 1 5 .80 5 5 5 5 5 CORTE 5 5 Rto @ 0.25 1 @ 0.05 2 @ 0.15 5 5 CC-2 nfp CC-1 5 nfp 5 5 5 5 nfp CC-3 ESC 1/25 5 5 5 5 5 TANQUE CISTERNA nfp 5 5 5 5 CC-5 5 Segundo Tramo 6 5 5 Ø 3/8" @ 0.20 .80 7 2.5 cm PLACAS Y LOSAS Ø 5/8" = 0.70 m Ø 1/2" = 0.55 m Ø 3/8" = 0.45 m 2.5 cm CIMIENTO CORRIDO SOBRECIMIENTO RESTO DE ELEMENTOS TRASLAPES EN VIGAS 1 : 8 CEMENTO HORMIGON + 25 % PM. - MAX - 3" 1 : 10 CEMENTO HORMIGON + 30 % PG. - MAX - 6" CONCRETO (resto de elementos) f´c = 210 kg/cm2 16 5 8 5 14 13 15 Ø 3/8" @ 0.15 12 11 Ø 3/8" @ 0.20 9 10 e = 0.15 .175 Ø 3/8" @ 0.20 .80 f´c = 175 kg/cm2 f´y = 4,200 kg/cm2 f´ b = 35 kg/cm2 t = 2.00 kg/cm2 3.0 cm RECUBRIMIENTOS LIBRES CONCRETO ARMADO ACERO ESPECIFICACIONES TECNICAS CONCRETO (en cimientos) MAMPOSTERIA COLUMNAS Y VIGAS SUELO (Verificar en obra) 5 5 DETALLE DE ESCALERAS 4 Ø 1/2" CIMIENTOS CORRIDOS ESC 1/25 ESC 1/25 ESC 1/25 SARDINEL - S 5 5 5 5 5 5 ESC 1/25 DETALLE DE ZAPATA solado 5 5 adicional @ 0.15 5 var. nfp 5 5 segun planta 5 17 ESC 1/20 DETALLE DE COLUMNAS 2 Ø 3/8" 4 Ø 1/2" + 4 Ø 5/8" + 2 Ø 3/8" 2 Ø 3/8" 5 5 5 5 C-3 3 @ 0.10 1 @ 0.05 Ø 1/4" Ø 1/4" 1 @ 0.05 3 @ 0.10 2 @ 0.15 Rto @ 0.20 Rto @ 0.20 Ø 3/8" 1 @ 0.05 4 @ 0.10 2 @ 0.15 C-1 5 C-2 Rto @ 0.20 0.30m 0.25m TIPO DE DOBLADO DE REFUERZO EN VIGA .30 L .20 .30 .10 L Ø 1/2" 3/8" L .30 .10 .05 .15 L L NOTA: Las varillas (o) son bastones. ESC 1/20 DETALLE DE VIGAS (2ª Planta y Azotea) LOSA ALIGERADA (Tipico) ESC: 1/10 5 5 2 Ø 3/8" Rto @ 0.10 1 @ 0.05 Ø 1/4" Vb Acero de temperatura Ø 1/4 @ 0.25 8 5 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-3 Z-3 Z-3 Z-4 Z-4 Z-4 Z-4 Z-4 Z-4 Z-5 Z-6 Z-7 Z-8 Z-7 Z-5 Z-5 Z-6 Z-6 CC-5 CC-2 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-6 C-6 C-6 C-6 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-1 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-2 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-3 CC-4 CC-4 CC-1 CC-3 CC-3 CC-5 CC-5 CC-5 CC-5 CC-5 CC-5 CC-3 CC-2 CC-5 5 5 5 5 5 5 nfp CC-4 5 5 5 CC-2 CC-3 S S S S S S S S S S S S S S 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 7 6 8 9 10 11 12 5 4 2 1 A C D C E F 1 3 4 6 7 8 8 9 F D B A CC-5 CC-5 CC-5 CC-5 CC-5 CC-5 10 11 12 5 Junta de dilatación de .025 de .025 Junta de dilatación de .025 Junta de dilatación de .025 Junta de dilatación 5 5 Ø1/2" @ 0.15 5 5 5 5 5 4 Ø 1/2" 5 Ø 3/8" C-4 6 Ø 1/2" 5 5 C-6 Rto @ 0.125 1 @ 0.05 Zuncho: Ø 1/4" 5 Ø 3/8" C-5 4 Ø 3/8" 4 Ø 1/2" + Rto @ 0.15 1 @ 0.05 3 @ 0.10 Rto @ 0.20 1 @ 0.05 3 @ 0.10 5 5 Ø1/2" @ 0.15 5 5 Ø1/2" @ 0.20 5 Ø1/2" @ 0.20 5 5 Ø1/2" @ 0.20 5 5 5 Ø1/2" @ 0.20 5 Ø1/2" @ 0.20 5 5 5 Ø1/2" @ 0.20 DETALLE DE ZAPATAS ESC 1/25 Z - 1 Z - 2 Z - 4 Z - 6 Z - 8 Z - 3 Z - 7 Z - 5 ESC. 1/50 CIMENTACION 5 11 5 12 5 8 7 5 5 5 9 10 5 5 4 5 5 6 5 5 E 5 C D 5 4 5 5 6 3 8 7 5 5 9 5 11 10 5 B D 5 5 A 5 8 7 5 5 4 5 5 6 5 E C D 5 4 5 5 6 3 7 5 8 7 5 5 6 5 5 6 8 7 5 5 5 5 5 A 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A D 12 5 5 A 5 5 ENCUENTRO DE VIGAS 1 Ø 3/8" 4 Ø 1/2" + 5 Ø 5/8" + 1 Ø 1/2" Rsto @ 0.10 1 @ 0.05 Ø 1/4" VS-1 5 5 1 @ 0.05 VP-1 Ø 3/8" 4 @ 0.10 3 @ 0.15 5 Rto @ 0.20 5 5 Rto @ 0.10 1 @ 0.05 Ø 1/4" V-A 1 @ 0.05 Rto @ 0.10 1 @ 0.05 Ø 1/4" VCH-2 VCH-1 1 @ 0.05 Ø 1/4" Vb Ø 1/4" 4 Ø 1/2" 4 Ø 3/8" 6 Ø 3/8" 2 Ø 3/8" 5 5 5 5 5 5 5 5 VP-3 Rsto @ 0.15 1 @ 0.05 3 @ 0.10 Ø 1/4" Ø 1/4" VP-4 5 5 5 Rsto @ 0.15 1 @ 0.05 VP-2 3 @ 0.10 Ø 3/8" 5 5 DETALLE DE VIGAS (1ª Panta) ESC 1/20 5 5 5 5 5 5 .25 5 E D C A D C A 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 Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8"@.30 Ø 3/8"@.30 Ø 3/8"@.30 Ø 3/8"@.30 Ø 3/8"@.30 Ø 3/8"@.30 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" 5 5 VP-1 VP-1 VP-1 VP-1 VP-1 VP-2 VP-2 VP-2 VP-3 VCH-1 VCH-1 VCH-2 VCH-2 VCH-2 VCH-2 VCH-2 VCH-2 VCH-2 V-A VCH-1 VCH-1 VCH-1 VCH-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VS-1 VP-2 VP-2 VP-2 VP-2 VP-2 VP-2 VCH-1 VP-4 VP-4 VP-4 VP-4 VP-4 Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Ø 3/8" @ .15 VCH-1 VCH-1 VCH-1 VCH-1 VP-2 VS-1 Vb VS-1 VS-1 VP-1 VP-3 VS-1 VS-1 VS-1 VP-1 VS-1 VS-1 VS-1 V-A VS-1 VP-2 Vb Vb VP-2 VP-2 VP-2 VP-2 VP-2 VP-1 Ø 3/8" Ø 3/8" VP-1 VP-2 VS-1 VS-1 VP-1 VP-1 VP-1 5 5 Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb Vb VP-1 VP-3 VP-3 VP-1 5 Ø 3/8" Ø 3/8" 5 5 Ø 3/8" 5 Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" 5 5 Ø 3/8" Ø 3/8" 5 5 5 5 Ø 3/8" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" VP-2 VP-2 VP-2 Vb Vb VS-1 Ø 3/8" Ø 3/8" VS-1 V-A Ø 3/8" 5 Ø 3/8" VP-1 Ø 1/2" 5 5 Ø 3/8" Ø 3/8" 5 VP-3 VS-1 VP-3 VS-1 VS-1 VS-1 Vb Vb VS-1 VP-1 1 Ø 1/2" 4 Ø 5/8" + 4 Ø 1/2" + 1 Ø 3/8" 2 Ø 3/8" 4 Ø 1/2" + Rsto @ 0.15 3 @ 0.10 1 @ 0.05 Rsto @ 0.10 Rsto @ 0.10 1 @ 0.05 Rto @ 0.10 Ø 1/4" 1 @ 0.05 Ø 1/4" 1 @ 0.05 Ø 1/4" 1 @ 0.05 Ø 1/4" Rsto @ 0.10 Rsto @ 0.10 Rsto @ 0.10 VCH-2 VS-1 V-A VCH-1 5 5 5 5 5 5 5 5 4 Ø 1/2" + 2 Ø 3/8" 4 Ø 1/2" 4 Ø 3/8" 6 Ø 3/8" 6 Ø 1/2" 5 1 @ 0.05 VP-1 Ø 1/4" 4 @ 0.10 3 @ 0.15 5 Rto @ 0.20 5 1 @ 0.05 Ø 1/4" 5 1 @ 0.05 Ø 1/4" 5 5 5 6 Ø 1/2" 4 Ø 1/2" 3 @ 0.10 Rsto @ 0.15 3 @ 0.10 Rsto @ 0.15 VP-2 VP-3 1 Ø 3/8" Ø 1/4" 5 Rsto @ 0.15 3 @ 0.10 1 @ 0.05 VP-4 4 Ø 1/2" + PRIMERA PLANTA ESC. 1/50 SEGUNDA PLANTA ESC. 1/50 ESC. 1/50 AZOTEA 5 V-A VP-1 Ø 3/8" Ø 3/8"

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park, Deck / Patio
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, dwelling unit, DWG, haus, house, Housing, logement, maison, plan, plans, residên, residence, sections, single, unidade de moradia, views, villa, wohnung, wohnung einheit