Tenders Are Invited For Construction Of An Office Building - Forestry Office Window, Moczkowo With The Techn ... in Poland

Work Detail

The Subject Of The Investment Is The Construction Of An Office Building Of An Independent Forestry Office Window And Moczkowo Together With The Necessary Technical Infrastructure And Land Development On Plot No. 39/1, Precinct: Krzynka. Construction And Material Development Of The Main Load-Bearing Elements And Elements Relevant To The Proper Operation And Safety Of The Building . The Foundations Were Designed In The Form Of A Foundation Plate Made Of Reinforced Concrete. 20Cm. The Basic Reinforcement Is A Hot Mesh And A Bottom With Bars Fi10-20X20cm. Additional Reinforcement In Places Heavily Loaded With F10 And Fi12 Bars (According To Detailed Figures). The Plate Should Be Made On A Layer Of Primary -Class Concrete Class B10 Gr. 10Cm. The Thickness Of The Buffer Zone Should Be Not Less Than 2Cm According To Pn-En 1992-1-1: 2008 (Environmental Class Xc1). The Slab And The Adopted Cross-Sections And Reinforcement Scheme Are Shown In Fig. K-01. Loading Walls Designed As Multi -Layer Skeletal Made Of Solid Pine Or Spruce C24 Class. Wall Posts Spacing Max. 40Cm With A Cross -Section Of 50X180mm. Fastening The Walls To The Foundation Slab Using System Carpentry And Chemical Anchor Angles. Wooden Ceiling Made Of Solid Class C24. The Ceiling Is A Bottom Belt Of Prefabricated Roof Girders. The Roof In The Building Was Designed In The Form Of Prefabricated Lattice Girders, Where Individual Elements Are Combined On Spiky Tiles. Wood For Roof Truss Planed Four -Sided, Solid Class Min. C24. Wood Should Be Protected To The Nro Class.

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