Reinforced Concrete Foundation Stakeout Garage Ramps Multifamily DWG Block for AutoCAD

Paths and skateout armed concrete of basement of multifamily building.

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

room, Higher polytechnic school of Alicante technical architecture, subject:, final career project, student:, Rubén Romero vivancos, No. group, date, scale, flat number, flat:, stake out basement ramp, plumbing installation symbology, cold water tap, hot water faucet, pasatubos, a.c.s. pipeline, a.f. pipeline, general socket key, cold water faucet, hot water faucet, Heater, a.c.s. pipeline, anti-tightening device, plumbing installation symbology, divisional accountant, meter battery, anti-tightening device, filter, cold water tap, pasatubos, a.f. pipeline, take-up collar, general cutting key, cold water faucet, check valve, Pressure limiting valve, drain tap wrench, supply network, check valve, motorized pressure switch, distribution panel, pasatubos by basement wall, Feeding tube below forged, facilities, ramp, the ramp extends to wall screen, ramp starter, from brace with murete, the ramp extends to wall screen, axis, points, the ramp is not right should go up cm rises more., solution could be to reduce the length of the circumference of a section, with concrete making this length reduce is m., Another solution is to give more height to the basement to modify some slope., observations:, basement, the ramp extends to wall screen, ramp starter, from beam to low, axis, basement, pte, points, street elevation, street elevation, pire garcia, plant covers, ground floor, low level, basement, elevation in the area of water deposits, rungs of, cm., extinguisher, eff, lift pit, rungs of, cm., extinguisher, eff, rungs of, cm., extinguisher, eff, rungs of, cm., extinguisher, eff, rungs of, cm., extinguisher, eff, rungs of, cm., rungs of, cm., a.r.m. m., ramp, level in the area of rooms c.luz c.agua, extinguisher, eff, extinguisher, eff, ramp, section, facilities, ramp, basement, length of the evacuation route, effectiveness, length of the evacuation route, pedestrian exit, red extinguisher of kg., effectiveness, ramp, pressure group, drinking water tanks, basement, length of the evacuation route, pedestrian exit, effectiveness, red extinguisher of kg., effectiveness, length of the evacuation route, facilities, Higher polytechnic school of Alicante technical architecture, subject:, final career project, student:, Rubén Romero vivancos, No. group, date, scale, flat number, flat:, stake out basement ramp

Raw text data extracted from CAD file:

000 ROOM \A1;3.00 \A1;3.00 \A1;2.00 \A1;2.00 R6,00 R6,00 \A1;3.00 \A1;2.00 \A1;2.00 R6,00 \A1;3.00 \W8.29792; ESCUELA \W4.69995; POLITÉCNICA \W4.45472; SUPERIOR DE \W8.13932; ALICANTE \W8.10125; \W2.64089; ARQUITECTURA \W8.89884; TÉCNICA ASIGNATURA: PROYECTO FINAL DE CARRERA ALUMNO: \W8.24773; RUBÉN ROMERO VIVANCOS 43 Nº GRUPO : FECHA : 08/03/12 ESCALA : 1/100 5 Nº PLANO : PLANO: REPLANTEO RAMPA SÓTANO 2 \A1;1.10 \A1;2.73 \A1;0.42 \A1;2.73 \A1;0.42 \A1;2.73 \A1;0.42 \A1;2.73 \A1;0.42 \A1;1.00 \A1;3.87 \A1;16.70 \A1;2.75 \A1;2.61 \A1;0.35 \A1;0.42 \A1;2.62 \A1;3.03 \A1;3.03 \A1;2.50 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.50 \A1;2.50 \A1;2.50 \A1;5.00 \A1;2.50 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.05 \A1;R6.00 \A1;R6.00 \A1;R6.00 \A1;0.40 \A1;3.21 \A1;0.15 \A1;0.47 \A1;0.20 \A1;1.60 \A1;0.15 \A1;1.97 \A1;0.20 \A1;6.60 \A1;0.42 \A1;R5.00 \A1;R5.00 \A1;0.20 \A1;3.13 \A1;0.15 \A1;2.13 \A1;0.10 \A1;0.30 \A1;0.23 \A1;3.26 \A1;0.15 \A1;1.85 \A1;0.15 \A1;4.10 \A1;0.40 \A1;1.00 \A1;1.00 \A1;0.28 \A1;1.00 \A1;2.96 \A1;1.00 \A1;0.15 \A1;1.29 \A1;0.20 \A1;4.20 \A1;0.96 \A1;1.01 \A1;2.50 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.30 \A1;2.50 \A1;2.50 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;2.50 \A1;5.00 \A1;2.50 \A1;5.00 \A1;2.50 \A1;5.00 \A1;0.40 \A1;3.21 \A1;0.15 \A1;0.47 \A1;0.20 \A1;1.60 \A1;0.15 \A1;1.97 \A1;0.20 \A1;6.60 \A1;3.13 \A1;0.15 \A1;2.13 \A1;0.10 \A1;0.30 \A1;0.23 \A1;3.26 \A1;0.15 \A1;1.85 \A1;0.15 \A1;4.10 \A1;1.00 \A1;1.00 \A1;0.28 \A1;1.00 \A1;2.68 \A1;1.28 \A1;0.15 \A1;1.29 \A1;0.20 \A1;0.55 \A1;0.91 \A1;1.44 \A1;3.91 \A1;0.20 SIMBOLOGÍA INSTALACIÓN FONTANERÍA GRIFO DE AGUA FRÍA GRIFO DE AGUA CALIENTE PASATUBOS TUBERÍA DE IDA/IMPULSIÓN DE A.C.S. TUBERÍA DE IDA/IMPULSIÓN DE A.F. LLAVE DE TOMA GENERAL LLAVE DE AGUA FRÍA LLAVE DE AGUA CALIENTE CALENTADOR TUBERÍA DE IDA/IMPULSIÓN DE A.C.S. DISPOSITIVO ANTIARIETE SIMBOLOGÍA INSTALACIÓN FONTANERÍA CONTADOR DIVISIONARIO BATERÍA DE CONTADORES DISPOSITIVO ANTIARIETE FILTRO GRIFO DE AGUA FRÍA PASATUBOS TUBERÍA DE IDA/IMPULSIÓN DE A.F. COLLARÍN DE TOMA LLAVE DE CORTE GENERAL LLAVE DE AGUA FRÍA VÁLVULA ANTIRRETORNO VÁLVULA LIMITADORA DE PRESIÓN LLAVE DE PASO, GRIFO DE VACIADO RED DE ABASTECIMIENTO Y VÁLVULA ANTIRRETORNO M Presostato Motorizado Cuadro Eléctrico pasatubos por muro sótano tubo de alimentación por debajo de forjado INSTALACIONES RAMPA PTE.= 16% PTE.= 12% PTE.= 12% -2.90 -5.86 -2.90 1 1' 1'' 2' 2 2'' 3 3' 3'' 4' 4 4'' 5 5' 5'' 6 6' 6'' 7 7' 7'' 8' 8 8'' 5 5 La rampa se prolonga hasta muro pantalla 5 5 Arranque rampa desde riostra con murete 5 R6,00 La rampa se prolonga hasta muro pantalla EJE Y EJE X \W5.14841; Y \W5.14583; X \W5.19866; Z 1 1' 1'' 2 2' 2'' 3 3' 3'' 4 4' 4'' 5 5' 5'' 6 6' 6'' 7 7' 7'' 8 8' 8'' \W6.92310; +1.34 \W6.91795; +0.33 \W6.91924; +0.67 \W6.92310; +1.00 \W6.92310; +0.00 \W6.91795; +2.53 \W6.91537; +3.09 \W7.16666; +2.81 \W6.92310; +0.40 \W6.93212; +8.82 \W6.91795; +1.86 \W6.92310; +9.20 \W6.92310; +8.44 \W7.41279; -1.06 \W6.90893; +0.35 \W5.91537; +11.58 \W6.93212; +1.82 \W5.91537; +11.28 \W7.66150; -1.11 \W5.91537; +11.88 \W6.92310; +1.54 \W6.92310; +2.70 \W6.91537; +0.38 \W6.16666; +14.11 \W5.91537; +13.19 \W5.93212; +15.02 \W7.16666; +3.71 \W6.92310; +4.34 \W6.91537; +3.08 \W5.91537; +15.88 \W5.91795; +14.53 \W5.93212; +17.22 \W7.16666; +6.41 \W6.91537; +6.38 \W6.90893; +6.45 \W5.93212; +16.52 \W5.93212; +15.02 \W5.93212; +18.02 \W5.93212; +13.82 \W5.91924; +13.77 \W5.91537; +13.88 \W5.91795; +16.46 \W5.91795; +14.96 \W5.91795; +17.96 \W6.16666; +16.11 \W5.91537; +15.48 \W5.91795; +16.73 \W5.91537; +15.98 \W5.92310; +14.60 \W5.91795; +17.36 \W6.16666; +18.01 \W6.16666; +16.91 \W6.16666; +19.11 \W5.90893; +14.65 \W5.92310; +13.60 \W5.92310; +15.70 \W6.92310; +0.00 \W6.92310; +0.00 \W7.16666; +0.31 \W6.90893; +0.35 \W6.90893; +0.65 \W6.91537; +0.69 \W6.91537; +0.98 \W6.93212; +1.02 \W6.93212; +1.32 \W6.91795; +1.36 \W7.16666; +2.51 \W6.90893; +2.55 \W6.91537; +2.79 \W6.91795; +2.83 \W6.91924; +3.07 \W7.16666; +3.11 \W5.81872; Puntos A B \W6.92310; +0.00 \W6.91537; +6.29 \W6.16666; +13.61 \W5.90893; +10.45 \W5.91795; +10.46 \W6.92310; +0.00 La rampa no está bien diseñada, debería subir 2,96 m y sube 13 cm más. Solución podría ser reducir la longitud de arco de circunferencia de un tramo con pte.12%., en concreto haciendo cálculos, esta longitud a reducir es 1,03 m. Otra solución es dar más altura al sótano o modificar alguna pendiente. OBSERVACIONES: PLANTA SOTANO 2 5 La rampa se prolonga hasta muro pantalla 5 5 Arranque rampa desde viga con murete R6,00 EJE Y EJE X PLANTA SOTANO 1 PTE. = 16% PTE. = 12% -2.90 +0.20 9 9' 9'' 10' 10 10'' 11 11' 11'' 12' 12 12'' 13 13' 13'' 14 14' 14'' 5 9 9' 9'' 10 10' 10'' 11 11' 11'' 12 12' 12'' 13 13' 13'' 14 14' 14'' \W6.91537; +2.99 \W6.92310; +1.34 \W6.91795; +0.33 \W6.91924; +0.67 \W6.92310; +1.00 \W6.92310; +0.00 \W6.92310; +0.40 \W6.93212; +8.82 \W6.91795; +1.86 \W6.92310; +9.20 \W6.92310; +8.44 \W7.41279; -1.06 \W6.90893; +0.35 \W5.91537; +11.58 \W6.93212; +1.82 \W5.91537; +11.28 \W7.66150; -1.11 \W5.91537; +11.88 \W6.92310; +1.54 \W6.92310; +2.70 \W6.91537; +0.38 \W6.16666; +14.11 \W5.91537; +13.19 \W5.93212; +15.02 \W7.16666; +3.71 \W6.92310; +4.34 \W6.91537; +3.08 \W5.91537; +15.88 \W5.91795; +14.53 \W5.93212; +17.22 \W7.16666; +6.41 \W6.91537; +6.38 \W6.90893; +6.45 \W5.93212; +16.52 \W5.93212; +15.02 \W5.93212; +18.02 \W5.91795; +16.73 \W5.91537; +16.68 \W5.91537; +16.78 \W5.92310; +16.44 \W5.92310; +14.94 \W5.92310; +17.94 \W6.92310; +0.00 \W6.92310; +0.00 \W7.16666; +0.31 \W6.90893; +0.35 \W6.90893; +0.65 \W6.91537; +0.69 \W6.91537; +0.98 \W6.93212; +1.02 \W6.93212; +1.32 \W6.91795; +1.36 \W6.91924; +2.97 \W7.16666; +3.01 \W5.14841; Y \W5.14583; X \W5.19866; Z \W5.81872; Puntos A \W6.92310; +0.00 \W6.91537; +6.29 \W5.90893; +10.45 A P=+1.50 ±0.00 F=+1.42 +1.07 P=+0.65 +0.22 P=+0.16 -0.27 F=+0.57 F=+0.08 F= -2.90 F= -5.86 F= -3.25 +0.20 \A1;2.52 ALZADO A CALLE 2 ±0.00 ±0.01 ALZADO A CALLE 1 C/.ENRIQUE PIRE GARCIA ±0.00 +0.20 PLANTA CUBIERTAS PLANTA PISO 3º PLANTA PISO 4º PLANTA PISO 1º PLANTA PISO 2º +0.25 PLANTA BAJA PLANTA SOTANO 1 PLANTA SOTANO 2 -2.90 -5.86 -6.50 COTA EN LA ZONA DE LOS DEPOSITOS DE AGUA +0.65 +1.50 +0.16 -2.90 -5.85 17 PELDAÑOS DE 28+2 x 18.5 cm. 1 EXTINTOR EF. 21A-113B 5 FOSO ASCENSOR 17 PELDAÑOS DE 28+2 x 18.5 cm. 1 EXTINTOR EF. 21A-113B 17 PELDAÑOS DE 28+2 x 18.5 cm. 1 EXTINTOR EF. 21A-113B 17 PELDAÑOS DE 28+2 x 18.5 cm. 1 EXTINTOR EF. 21A-113B 24 PELDAÑOS DE 28+2 x 18.5 cm. 1 EXTINTOR EF. 21A-113B 17 PELDAÑOS DE 28+2 x 18.5 cm. 16 PELDAÑOS DE 28+2 x 18.5 cm. 2.73 0.42 2.73 0.42 2.73 0.42 2.73 0.42 5 ±0.00 ±0.14 5 16.70 5 2.61 0.35 0.42 5 A.R.M. =17.60 m. RAMPA 5 5 COTA EN LA ZONA DE CUARTOS DE C.LUZ Y C.AGUA 1 EXTINTOR EF. 21B 1 EXTINTOR EF. 21B RAMPA SECCIÓN 2 1 6 7 8 9 10 INSTALACIONES RAMPA PTE.= 16% PTE.= 12% PTE.= 12% -2.90 -2.90 PLANTA SOTANO 1 3 4 5 -2.90 LONGITUD DEL RECORRIDO DE EVACUACION 14.05m. EFICACIA 21A-113B LONGITUD DEL RECORRIDO DE EVACUACION 15.15m. SALIDA PEATONAL EXTINTOR ROJO DE 6 KG. EFICACIA 21A-113B 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 2 1 3 4 5 6 7 8 9 11 RAMPA PTE.= 16% PTE.= 12% -5.86 6.000l. 6.000l. 6.000l. Grupo de presión y depósitos de agua potable 10 PLANTA SOTANO 2 LONGITUD DEL RECORRIDO DE EVACUACION 14.05m. SALIDA PEATONAL EFICACIA 21A-113B EXTINTOR ROJO DE 6 KG. EFICACIA 21A-113B LONGITUD DEL RECORRIDO DE EVACUACION 15.15m. -5.85 -6.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 INSTALACIONES 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 \W8.29792; ESCUELA \W4.69995; POLITÉCNICA \W4.45472; SUPERIOR DE \W8.13932; ALICANTE \W8.10125; \W2.64089; ARQUITECTURA \W8.89884; TÉCNICA ASIGNATURA: PROYECTO FINAL DE CARRERA ALUMNO: \W8.24773; RUBÉN ROMERO VIVANCOS 43 Nº GRUPO : FECHA : 08/03/12 ESCALA : 1/100 6 Nº PLANO : PLANO: REPLANTEO RAMPA SÓTANO 2

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots	Missing Attachment
File Type	dwg
Materials	Concrete, Other
Measurement Units
Footprint Area
Building Features	Garage
Tags	apartment, armed, autocad, basement, block, building, concrete, condo, DWG, eigenverantwortung, Family, FOUNDATION, garage, group home, grup, mehrfamilien, multi, multifamily, multifamily housing, ownership, partnerschaft, partnership, paths, ramps, reinforced, stakeout

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