Tenders Are Invited For Load-Bearing Structure Design Services - Measure B52he152000109 - Georg-Simon-Ohm University Of Technology Renovation Of The Administration Buildings Ks And Kr At Prinzregentenumfer 41 And 45, Specialist Planning - Structural Planning

Load-Bearing Structure Design Services - Measure B52he152000109 - Georg-Simon-Ohm University Of Technology Renovation Of The Administration Buildings Ks And Kr At Prinzregentenumfer 41 And 45, Specialist Planning - Structural Planning. Performance Of Structural Planning According To Hoai Part 4, Section 1. Structural Planning For The Renovation Of The Listed Administrative Buildings Villa Ks And Kr Of The Georg-Simon-Ohm Technical University At Prinzregentenufer 41 And 45. (See: Https://Geoportal.Bayern.De/Denkmalatlas/?Search=2# Monument Number: D-5-64-000-1578 And D-5-64-000-1579) The Villa Ks (Built In 1922) And The Villa Kr (Built In 1928) Are Two Detached Buildings On A Plot Of 3,497 M². The Net Floor Area (Nrf) Of Both Buildings Amounts To A Total Of 1,296 M². Both Buildings Are Completely Empty. They Are Primarily For Administrative Use. In Addition, The Villas, As The Heart Of The Campus, Are To Be Made Available To Other User Groups Of The University. The Plan Is To Create Office And Administrative Spaces As Well As Co-Working Areas, Meeting Rooms And Multifunctional Areas, Including For Smaller Events. The Free State Of Bavaria, Represented By The Erlangen-Nuremberg State Building Authority, Intends To Renovate The Administrative Buildings Villa Ks And Villa Kr Of The Georg-Simon-Ohm Technical University At Prinzregentenufer 41 And 45. The Two Villas Are Listed Buildings. Apart From Individual Conversions And Repairs As Part Of Building Maintenance, No Renovations Have Been Carried Out On The Buildings For Over 45 Years. Villa Kr In Particular Is In A Very Dilapidated Condition With Extensive Facade, Masonry And Moisture Damage. Although Villa Ks Is In Better Condition, It Also Has Cracks And Plaster Flaking On The Outer Walls As Well As Rising Damp All Around In The Base Area Of ​​The Basement Floors. The Buildings No Longer Meet The Functional, Technical And Hygienic Requirements. The Building Structure Requires A Thorough Renovation, Which Also Includes The Associated Technical Facilities. In June Of This Year 2026, Expert Opinions On The Damage To The Ks And Kr Buildings Were Prepared. The Reports Are Included As An Appendix. Immediate Measures To Ensure Traffic Safety Are Initiated And Implemented By The Client As Preparatory Measures. The Spatial Program Specified By The Users Must Be Implemented In The Two Existing Buildings. Space Requirement: Nuf 1-6: 1,143 M² Nuf 7: 109 M² Tf: 44 M² The Construction Project Turns Out To Be Complex Because It Must Simultaneously Meet The Fire Protection Requirements, The Accessibility Requirements And The Monument Protection Requirements. Monument Preservation Concerns Must Be Coordinated And Taken Into Account To The Greatest Extent During Planning And Implementation. In Order To Ensure Accessibility, The Feasibility Of An Elevator Per Villa Will Have To Be Examined And Implemented Accordingly. In Terms Of Building Physics, The Energy Standard In State Building Construction Egb 55 (Efficiency Buildings Federal Government 55) Should Be Aimed For. The Renovation Work For Both Buildings Should Be Carried Out At The Same Time. The Order Includes: