Tenders Are Invited For Architectural, Engineering And Planning Services – Flat Roof Renovation Of A Double Gymnasium Including Pv System, Heinrich-Braun-Weg 11, 80933 Munich. Property Planning According To 34 Hoai Lph 1-8

Architectural, Engineering And Planning Services – Flat Roof Renovation Of A Double Gymnasium Including Pv System, Heinrich-Braun-Weg 11, 80933 Munich. Property Planning According To 34 Hoai Lph 1-8. Object Planning In Accordance With 34 Hoai Lph 1-8 For A Roof Renovation Of A Double Gymnasium, Including Pv System Heinrich-Braun-Weg.11, 80933 Munich Flat Roof Renovation (Secondary Support Structure, Sealing, Insulation, Etc.) Of A Double Gymnasium Including New Construction Of A Pv System . A Shed Roof Is Attached To The Long Side Of The Gymnasium For Natural Lighting And For Smoke And Heat Exhaust (Rwa). Planning And Implementation Of Dismantling Measures (Description In The Text Below) Roof Area Approx. 710 M² • The Double Gymnasium At Heinrich-Braun-Weg 11 Is Directly Adjacent To The Associated School Building. Due To This Spatial Situation, A Cramped Area Must Be Taken Into Account When Setting Up The Construction Site. The Measure Will Have To Take Place During School Operations, I.E. During School Lessons. However, There Will Be No School Operations In The Sports Halls During The Entire Construction Phase. • The Existing Roof Construction Consists Of Aerated Concrete Panels (Thickness Approx. 17.5 Cm), An Unknown Insulation Layer And Bitumen Welding Sheets, Which Must Be Dismantled. The Gravel Fill Was Already Removed In An Earlier Measure Because The Load-Bearing Capacity Of The Roof Was No Longer Guaranteed. As Part Of This Measure, Longitudinal And Transverse Beams Were Placed Under The Roof From The Inside To Ensure The Load-Bearing Capacity. • The Flat Roof Has A Shed Roof Which Is Arranged Over The Long Side Of The Gymnasium (See Plans), Which Is Part Of The Flat Roof And Is Used For Natural Lighting And For Smoke And Heat Exhaust (Rwa). As Part Of The Measure, The Shed Roof Including The Glazing Is To Be Renewed. • It Is Assumed That There Is A Load-Bearing Structure Made Of Precast Concrete Trusses, Which Still Needs To Be Checked For Its Load-Bearing Capacity. These Precast Concrete Trusses Are To Be Reused To Rebuild The Roof Structure. The Trusses Are Stretched Across The Building And Have A Span Of Around 19 Meters.