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Precipitation amount at property location: 1,258㎜/ Year
National average precipitation: 1,590㎜/ Year
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■Property details information
| Property name | LIVONE Higashimachi 1-chome A home where you can live comfortably | Number of floors | floor (3floors) | |||
|---|---|---|---|---|---|---|
| Floor plan | 2LDK+S (storage room) | Year of construction | 2026/4 | |||
| Structure | Three-story wooden building | Format | Newly built detached house | |||
| Equipment | Suitable for Flat 35S / Soil survey completed / LDK 18 tatami mats or more / Supermarket within 10 minutes' walk / Close to city center / South-facing / System kitchen / Bathroom dryer / Good sunlight / Storage in all rooms / Flat to station / South-facing road / Quiet residential area / Regular lot / Vanity with shower / Countertop kitchen / Two toilets / Bathroom 1 tsubo or larger / South-facing balcony / Double-glazed glass / Heated toilet seat / Window in bathroom / Intercom with TV monitor / Water-saving toilet / Urban area / Good ventilation / Flooring in all rooms / Pantry (storage for dishes and food) / Walk-in closet / 3 or more stories / Staircase in living room / Double-glazed glass or double-glazed sashes in all rooms / City gas / Shoe storage / Within 10 minutes' walk of elementary school / Flat ground / Dishwasher / Low traffic in the area / Water purifier / Smart Key / This is a detached house with a total floor area of 120m2, which is located in one of six regions classified as thermal insulation zones under the Energy Conservation Standards (2015). *1 This is a wooden detached house with insulation levels equivalent to the 1980 Energy Conservation Standards. *2 This house features high insulation performance, meeting energy conservation standards even in colder regions than the construction zone. / It comes standard with a residential seismic control unit made with Sumitomo Rubber's "special high-damping rubber," which was also used in the restoration of Kumamoto Castle, which was damaged by the earthquake. It dampens vibrations from aftershocks as well as the main earthquake, reducing the risk of repair costs. / The metalwork method replaces the "joints" and "joints" of wooden frameworks (such as dovetail joints, mortise and tenon joints) with metal fittings such as riveting brackets, and fastens them with bolts and drift pins. Conventional framework construction results in less wood loss and is more durable and dimensionally accurate than conventional framework joints. We use it to connect beams and through columns, as well as some beams. The foundation is made of cypress OP dry scale, which has been incised (insulated) and impregnated with insecticide, resulting in virtually no dimensional expansion or contraction. A foundation packing is sandwiched between the foundation and the foundation, preventing direct contact between the foundation and the foundation. This prevents the foundation from decaying, efficiently ventilates underfloor space, and protects the foundation and joists from moisture. Our company uses structural plywood for the braces in traditional post-and-beam construction, improving the building's earthquake resistance, insulation, airtightness, soundproofing, and fire resistance. Furthermore, instead of applying waterproofing sheets directly to gaps in pillars and braces, we install a paper-like waterproofing sheet on the plywood surface, achieving high waterproofing from the wall surface. Our company uses a "solid foundation," a foundation (pressure-resistant plate) in which the entire bottom plate of the building is supported by reinforced concrete. Compared to the "strip footing" used in conventional wooden houses, the area of the base of the foundation is larger, which allows the load to be distributed and transmitted to the ground, making it possible to increase durability against uneven settlement and earthquake resistance. The entire floor area is reinforced concrete, which also serves as a moisture-proofing measure. In addition, after excavation and compaction, a moisture-proof sheet is installed to further prevent moisture. | |||||
| Scheduled move-in date | Insurance | |||||
| Estimated rent |
32,800,000 Yen |
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| Information publication date | 2026/1/15 | Next update date | 2026/1/20 | |||
| Important Notices | High altitude area, semi-fire prevention area |
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