Warehouse project 7x23 m

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Warehouse project 7x23 m

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Price $1,250.00
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Price $1,250.00
Index: 31012204
Data Sheet: Working documentation including estimates
Sections: All sections
Data volume: 102 MB
File Format: editable formats
Working documentation including estimates for the construction of a warehouse 7x23 m with an overhead crane 1 t (span 6 m)
Technical and economic indicators
Total mass of metal: 19,052 t
Building area: 218,70 m2
Floors of the building: 2rd floor.
Total area: 269,40 m2
Number of floors: 2 fl.
Building volume: 1524,90 m3
Standard weight of snow cover (region-2): 1,0 kPa
Standard wind pressure (area-0,38): XNUMX kPa
Normative depth of soil freezing -1,0 m
Climatic area of ​​construction - III in
According to seismicity, the site is non-hazardous
The level of responsibility of the building according to GOST27751-2014: normal
Building class according to GOST27751-2014: KS-2
Building fire resistance rating: III
Building constructive fire hazard class: C1
Building class for functional fire hazard: F 5.1, F 4.3

General information.

The load-bearing structures of the warehouse are metal. Enclosing structures: external walls - three-layer wall panels, thickness. 100 mm with steel cladding and insulation made of polyisocyanurate foam (E145), according to TU 5284-001-70679525-2010, internal partitions - three-layer wall panels of thickness. 60 mm according to TU 5284-001-70679525-2010, insulation - polyisocyanurate foam with a density of 45 kg / m3, overlapping of the 1st floor at el. +3,500 - monolithic w / concrete thickness. 180mm, roofing - three-layer roofing panels, thickness. 120 mm with steel lining and polyisocyanurate foam insulation (E145), according to TU 5284-002-70679525-2010. The drain from the roof is external, organized with the discharge of precipitation onto the blind area. Electric heating of drain funnels and pipes is provided. External doors - steel, insulated according to GOST 31173-2003. Metal gates, roller shutters, windows made of PVC profiles GOST 30674-99. Along the perimeter of the building, make a blind area, with a slope away from the building of 2% along the compacted local soil up to U = 1,65 t/m3.

Authorization