Standard project 1Mg-601D

https://proekt.sx

Online store for reuse projects

Cart is empty

Did not you find what you were looking for? Ask us! We have archives of 140 TB. We have all modern reuse projects and renovation projects for Soviet standard buildings. Write to us: info@proekt.sx


Standard project 1Mg-601D

Base price with VAT
Discount price
Price $1,450.00
Discount
Price $1,450.00
Index: 01062400
Data Sheet: Working documentation including estimates
Sections: AR, OV, POKR, TZK, KR, EOM, VK, estimates, OPP, APS (SOUE)
Data volume: 540 MB
File Format: *.pdf, *.xlsx
Hotel-type dormitory, standard project 1Mg-601D
Working documentation including estimates for major repairs of the dormitory (standard project 1Mg-601D).
Technical and economic indicators.
Floors: 6nd floor
Year of construction: 1968
Number of sections: 1 pcs.
Number of apartments: 111 pcs.
Total area: 16094.0m2
Total facade area: 5629.14 m2
Building area: 569.8 m2
Construction volume of the building: 26980.0 m3

General information.

The building is rectangular in plan, 16-storey, single-entrance, with a basement and a walk-through cold attic, built in 1968, according to a standard design of the MG-601D series. The external walls of the façade panels are lined with factory-ready ceramic tiles and painted. The basement is covered with ceramic tiles and painted. The stiffening diaphragms are prefabricated reinforced concrete, 140 mm thick. Gypsum concrete partitions. The general condition of the walls according to GOST 31937-2011 is assessed as serviceable. In accordance with table. 13, VSN 53-86(r) the walls have 30% physical wear. The floors above the basement are made of prefabricated reinforced concrete solid panels with prestressed reinforcement, 140 mm thick, supported by precast reinforced concrete crossbars 450 mm high, located along the longitudinal axes of the building. The interfloor floors are made of prefabricated reinforced concrete solid panels with pre-stressed reinforcement, 140 mm thick, supported by prefabricated reinforced concrete crossbars 450 mm high, located along the longitudinal axes of the building. The general condition of the floors according to GOST 31937-2011 is assessed as serviceable. In accordance with VSN 53-86(r), table. 30, floors have physical wear of 20%. There are no balconies. Stairs - 2 flights, made of prefabricated reinforced concrete platforms and flights supported on the walls of the stairwells. The general condition of the stairs according to GOST 31937-2011 is assessed as operational. In accordance with VSN 53-86(r), table. 35, stairs have 20% physical wear. The roof is low-slope, with a “soft” guided waterproofing coating, with a semi-passable cold attic space and internal organized drainage. Roofing - 3 layers of roofing felt over a cement-sand screed. In accordance with VSN 53-86(r) table. 39, 41, physical wear of reinforced concrete elements of roof structures is 30%, physical wear of the roof is 65%. The general condition of the roof according to GOST 31937-2011 is assessed as operational. The general condition of the roof according to GOST 31937-2011 is assessed as being of limited serviceability.

Authorization