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   "key": "plan",
   "n0": 0,
   "n1": 23,
   "pt": "Projeto · sondagem e implantação no terreno",
   "en": "Design · soil survey and site layout",
   "sub_pt": "3 furos SPT até 20,5 m · lote fictício de 2.400 m² · 40 apartamentos de 2 dormitórios",
   "sub_en": "3 SPT boreholes to 20.5 m · fictional 2,400 m² lot · 40 two-bedroom flats"
  },
  {
   "key": "site",
   "n0": 24,
   "n1": 29,
   "pt": "Canteiro · tapume, limpeza e locação",
   "en": "Site setup · hoarding, clearing, setting out",
   "sub_pt": "Tapume de 2,20 m · escritório e almoxarifado fora da área de queda · gabarito nos eixos 1–8 / A–D",
   "sub_en": "2.20 m hoarding · site office and store outside the fall zone · batter boards on grid 1–8 / A–D"
  },
  {
   "key": "earth",
   "n0": 30,
   "n1": 35,
   "pt": "Terraplenagem · platô na cota 100,00",
   "en": "Earthworks · pad at level 100.00",
   "sub_pt": "Corte 274 m³ · aterro compactado 347 m³ · raspagem 480 m³",
   "sub_en": "Cut 274 m³ · compacted fill 347 m³ · topsoil strip 480 m³"
  },
  {
   "key": "piles",
   "n0": 36,
   "n1": 45,
   "pt": "Fundação · 62 estacas hélice contínua Ø50 cm",
   "en": "Foundations · 62 continuous flight auger piles Ø50 cm",
   "sub_pt": "930 m de estaca (comprimento útil 15 m) · 182,6 m³ teóricos de concreto C30 · carga admissível de 1.100 kN por estaca · prova de carga estática prevista (NBR 16903)",
   "sub_en": "930 m of pile (15 m useful length) · 182.6 m³ theoretical C30 concrete · 1,100 kN allowable load per pile · static load test specified (NBR 16903)"
  },
  {
   "key": "caps",
   "n0": 46,
   "n1": 53,
   "pt": "Blocos de coroamento e vigas baldrame",
   "en": "Pile caps and ground beams",
   "sub_pt": "21 blocos, um deles sob o núcleo · 139,3 m³ · baldrames 20×50 cm · 10,1 m³ · laje de piso estrutural de 12 cm",
   "sub_en": "21 caps, one under the core · 139.3 m³ · 20×50 cm ground beams · 10.1 m³ · 12 cm structural ground slab"
  },
  {
   "key": "ground",
   "n0": 54,
   "n1": 59,
   "pt": "Térreo · grua e primeiros pilares",
   "en": "Ground floor · tower crane, first columns",
   "sub_pt": "Grua de lança 40 m, altura sob gancho 42 m · 26 pilares C35",
   "sub_en": "40 m jib tower crane, 42 m under hook · 26 C35 columns"
  },
  {
   "key": "frame",
   "n0": 60,
   "n1": 119,
   "pt": "Estrutura · fôrma, armação e concretagem por pavimento",
   "en": "Structure · formwork, rebar and pour, floor by floor",
   "sub_pt": "Laje maciça 12 cm · 2,88 m de piso a piso · núcleo de escada e elevadores em concreto · bandejas NR‑18",
   "sub_en": "12 cm solid slabs on beams · 2.88 m floor to floor · concrete stair and lift core · NR-18 safety fans"
  },
  {
   "key": "masonry",
   "n0": 88,
   "n1": 129,
   "pt": "Alvenaria · blocos cerâmicos 14 e 9 cm",
   "en": "Masonry · 14 and 9 cm ceramic blocks",
   "sub_pt": "57.800 blocos · 4.626 m² de vedação · prumadas nos shafts",
   "sub_en": "57,800 blocks · 4,626 m² of infill walls · risers in the shafts"
  },
  {
   "key": "roof",
   "n0": 120,
   "n1": 129,
   "pt": "Cobertura · reservatório e platibanda",
   "en": "Roof · water tank and parapet",
   "sub_pt": "Reservatório superior de 40,0 m³ (consumo + reserva de incêndio) · cisterna de 38,4 m³ · platibanda 1,10 m",
   "sub_en": "40.0 m³ upper tank (supply + fire reserve) · 38.4 m³ cistern · 1.10 m parapet"
  },
  {
   "key": "facade",
   "n0": 130,
   "n1": 141,
   "pt": "Fachada · reboco, pintura e esquadrias",
   "en": "Facade · render, paint and windows",
   "sub_pt": "Chapisco, emboço e textura de cima para baixo em balancins · alumínio e vidro laminado",
   "sub_en": "Spatterdash, render and textured finish top-down from cradles · aluminium and laminated glass"
  },
  {
   "key": "demob",
   "n0": 142,
   "n1": 149,
   "pt": "Desmobilização · grua, cremalheira e bandejas",
   "en": "Demobilisation · crane, hoist and fans",
   "sub_pt": "Estrutura e fundação: 1.222 m³ de concreto · cerca de 98 t de aço CA-50/60, estimadas por taxas",
   "sub_en": "Structure and foundations: 1,222 m³ of concrete · about 98 t of CA-50/60 steel, estimated from rates"
  },
  {
   "key": "handover",
   "n0": 150,
   "n1": 161,
   "pt": "Entrega · paisagismo e acabamento",
   "en": "Handover · landscaping and finishes",
   "sub_pt": "3.820 m² construídos · 40 apartamentos de 60,74 m² de área útil + varanda",
   "sub_en": "3,820 m² built · 40 flats of 60.74 m² usable floor area + balcony"
  }
 ],
 "sheets": [
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   "pt": "Planta do pavimento tipo · 1:100",
   "en": "Typical floor plan · 1:100",
   "sub_pt": "Estudo fictício da N6C · 4 apartamentos por andar · 60,74 m² de área útil + varanda · núcleo de escada e elevadores em concreto",
   "sub_en": "Fictional N6C study · 4 flats per floor · 60.74 m² usable floor area + balcony · concrete stair and lift core · sheets in Portuguese, as issued in Brazil"
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   "pt": "Corte AA e quantitativos · 1:200",
   "en": "Section AA and quantities · 1:200",
   "sub_pt": "Térreo + 10 pavimentos · 1.222 m³ de concreto levantados do modelo · cerca de 98 t de aço, estimadas por taxas",
   "sub_en": "Ground + 10 upper floors · 1,222 m³ of concrete taken off the model · about 98 t of steel, estimated from rates"
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   "en": "Pile and cap setting-out · 1:100",
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   "sub_en": "62 CFA piles Ø50 cm in 21 caps, one under the core · minimum spacing of 3 diameters"
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   "pt": "Implantação · 1:300",
   "en": "Site plan · 1:300",
   "sub_pt": "Lote fictício de 2.400 m² · 41 vagas · cisterna de 38,4 m³",
   "sub_en": "Fictional 2,400 m² lot · 41 parking spaces · 38.4 m³ cistern"
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