Warehouse project for paint and varnish materials 24x48 m

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Warehouse project 15x60 m

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Price $1,400.00
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Price $1,400.00
Index: 04082301
Data Sheet: Working documentation including estimates
Sections: All sections
Data volume: 480 MB
File Format: editable formats
Expert opinion: a positive
Design, working documentation including estimates for the construction of a warehouse 15x60 m
Technical and economic indicators.
Building 2 class of responsibility
Building fire resistance rating: IV
Constructive fire hazard class: CO.
Class of functional fire hazard: F5.2.
Building category for explosion and fire hazard: D.
Building area: 1080,0m2.
Building volume:
Fire compartment: 4046, OmZ;
Fire compartment: 4301,1 m3;
Total building area: 1200,0 m2

General information.

The gates shall be made with a height of H=4800mm according to the type of Gates VRS48x54-UHL1. For the relative mark of 0.000, the mark of the finished floor of the industrial part of the building is taken, which corresponds to the absolute mark of 116.60. Partitions are designed according to the series 1.031.9-3.07 "Knauf complex systems. Partitions of element-by-element assembly from gypsum-fiber sheets on metal and wooden frames for residential, public and industrial buildings." Partitions 150 mm thick, made N = 3,025 m high with a fire resistance degree of E115, see sheet 19. The basement is designed from brick KR-r-according to 1NF / 100 / 2.0 / 35 / G0ST530-2012 on a mortar M50 250 mm thick. Brick consumption is 44,9 m3. Type 1 fire wall Made of "sandwich" type panels with fire resistance PE1 150. See sheet 20 for the layout of the panels. Provide expansion joints in the floorboards, spaced perpendicular to each other at a distance of 12 m, 20 mm thick. The construction of the seam should be made with tarred tow, filled with sealant based on thiokol mastic (pour height - 35 mm). Road plates are accepted according to the series 3.503.1-91 Issue 1 (73 pieces). Look at the layout of the plates on the sheet. Connect the mounting loops of the slabs with reinforcement 01OA1 and seal the slabs with concrete V12.5, G150. Monolithic sections should be made of B15 concrete reinforced with a 5Вр1 mesh with a cell of 100x100 mm. Consumption: concrete B15 - 25.0 m3; fittings 5Vr! - 380.0kg.

Authorization