Warehouse of raw materials with administrative premises, located in the village of Yablonsky

General Instructions

1. The basis for the design are the following documents:

contract for performance of design works;

architectural and planning task agreed with the customer.

2. The technical solutions adopted in the working drawings comply with the requirements of environmental, sanitary, fire and other standards applicable in the territory of the Russian Federation, and ensure the operation of the facility without danger to life and health of people, subject to the measures provided for in the working drawings.

3. For the relative elevation of 0.000, the elevation of the clean floor of the first floor of the building is taken, which corresponds to an absolute elevation of 21.40 according to the general plan.

4. Natural and climatic characteristics of the construction area:

construction and climatic zone - III B

SNiP 230199 * "Construction climatology";

outside air temperature of coldest five days - minus 19 ° C

SNiP 230199 * "Construction climatology";

normative value of snow cover weight for II area 0.9 kPa

SNCC 203032002 "Loads and impacts. Wind and snow loads ";

standard value of wind pressure 0.45 kPa for the III district

SNCC 203032002 "Loads and impacts. Wind and snow loads ";

seismicity of the construction area - 7 points

SNiP II781 * "Construction in seismic areas";

design seismicity of the building - 8 points

SNiP II781 * "Construction in seismic areas";

standard ground freezing depth - 0.8 m

in accordance with engineering and geological surveys.

5. Building characteristics:

Building Responsibility Level - II

Fire resistance rating of the building - II

Building category by explosion and fire hazard - D

Building Class:

on constructive fire hazard - C1,

SNiP 210197 * "Fire safety of buildings and structures";

for functional fire hazard - F4.3, F5.2

SNiP 210197 * "Fire safety of buildings and structures."

6. External walls with thickness of 380 mm from slag block of grade not lower than 75 on solution of grade 50. Reinforcing of walls is made through 3 rows of a laying by reinforcing grids with longitudinal fittings of 3Ø5Bp1 in accordance with GOST 672780, Ø5Bp1 connected among themselves through 300 mm by cores.

7. Partitions 190 mm thick from slag block of grade not lower than 75 on solution of grade 50. Reinforcing of partitions is made through 3 rows of a laying by reinforcing grids with longitudinal fittings of 3Ø5Bp1 in accordance with GOST 672780, Ø5Bp1 connected among themselves through 300 mm by cores.

8. The masonry category is the second with normative axial tension resistance at unbound seams 180 kPa Rp 120 kPa. The value of Rp shall be subject to strict control in accordance with the "Guidelines for determining the strength of adhesion in brickwork" SNiP II781 * "Construction in seismic areas."

9. Door and window blocks shall be attached to construction structures in at least three places of the opening, on each side, in holes pre-drilled and sealed with elastic plugs.

10. The doors of the bathrooms should be equipped with self-closing devices.

11. Wooden structures in contact with masonry or concrete shall be unseptained and protected by stripes.

12. Paint carpentry with enamel of light tones in 2 times.

13. Fill for ramps and porches with local soil of optimum humidity with compaction up to compaction factor Kup. = 0.95.

14. Asphalt concrete pavement 700 mm wide shall be made around the building.

15. Fabrication and installation of structures shall be performed according to the work execution project developed taking into account the requirements of SNiP 3.03.0187 "Load-bearing and enclosing structures," as well as the requirements and instructions of this project and explanatory notes to the series applied in the project.

16. During construction works it is necessary to follow the requirements of Part 3 of SNiP "Organization, production and acceptance of works."

17. List of types of works for which it is necessary to draw up certificates of inspection of hidden works:

waterproofing of masonry;

reinforcement of stone structures;

arrangement of joints of door blocks with walls;

insulation, protective and finishing coatings;

arrangement of floor elements;

arrangement of roof elements.