Tenders Are Invited For Metalworking – Metal And Steel Construction Work - Structural Steel Construction in Germany

Work Detail

Metalworking – Metal And Steel Construction Work - Structural Steel Construction. Xxmetal And Steel Construction Work In The Area Of ​​Structural Steel Construction As Part Of The Renovation Of The Otfried-Müller-Haus - Junges Theater - Hospitalstraße 6 / 37073 Göttingen ##The Construction Project Envisages The Renovation Of The Otfried-Müller-Haus, Which Is Partly Listed, And The Hall Building, Which Is Also Partly Listed. The Newer, Unprotected Extension Will Be Demolished And Replaced With A New Extension. The Building Has Been Empty Since Summer 2019, It Is No Longer In Use And Is In Significant Need Of Renovation. The Villa Otfried-Müller-Haus Component Was Built Using A Mixture Of Masonry Construction (Basement And Ground Floor) And Half-Timbered Construction (Upper And Attic Floors) And Has A Roof Structure Made Mostly Of Wooden Beams From The Same Period As The Building. The Ceilings Above The Basement Are Brick Vaulted Ceilings And, In Small Areas, Wooden Beam Ceilings. The Hall Building Consists Of Solid Outer Walls With A Wooden Beam Ceiling Leading To The Roof Space. The Roof Construction Is A Truss Construction Made Of Wooden Beams From The Period Of Construction. The Basement Below The Hall Has A Brick Vaulted Ceiling. The Villa Consists Of 2 Floors Above The Basement And Is Accessed In The Middle With A Staircase That Runs Through The Floors. The Hall Building Consists Of A High Floor Above The Basement, Which Is Approximately The Height Of Two Floors Of The Villa. ##Soil Load Capacity: #I. Villa: The Villa In Particular Only Has Limited Load-Bearing Capacity Of The Ceilings. A Surface Load Of 250 Kg / M² May Not Be Exceeded On The Upper Floors. Point Loads Must Be Reduced By Suitable Load-Distributing Measures So That The Above-Mentioned Surface Load Is Maintained. On The Ground Floor, A Surface Load Of 500 Kg/M² Must Not Be Exceeded. Point Loads As Before. #Ii. Hall And Existing Old Extension: In The Hall And Extension, A Ceiling Load Capacity Of 500 Kg/M² Must Not Be Exceeded, Point Loads As Before. When Installing Heavy Equipment (Elevators, Etc.) On The Basement Ceiling, Mounting Supports For The Ceiling Are Required. #Iii. Ceiling Over The Hall: The Wooden Ceiling Above The Hall Is Partly Still From The Construction Period. It Is Only Suitable For One Person To Access In The Area Of ​​Traffic Routes. Temporary Storage Loads Of Up To 100 Kg/M² May Be Applied. When Entering The Ceiling Itself Outside The Traffic Routes #Annex: The New Extension Will Be Rebuilt As A Solid Construction, Mainly With Prestressed Concrete Hollow Floorboards As A Ceiling Construction And With A Usual Wooden Roof Truss. This Extension Will Consist Of A Basement And 2 Upper Floors, Accessed By A Staircase That Extends From The Basement To The 2Nd Floor. The Floor Heights In The Rooms Of The Building Are Different. The Heights Of The Building Can Be Found In The Surveyors Plans From The 3D Laser Measurements In The System. The Buildings Lighting And Heating Systems Are No Longer Functional. ##The Building Is In Orts

Contact Information