🇩🇪 Garmisch
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322 m² luxury alpine residence engineered for extreme snow loads (3.5 kN/m²), prüffähige Eurocode Statik (DIN EN 1993), and GEG Passivhaus energy envelope.
Strict Bavarian snow load regulations (Schneelastzone 3, sk = 3.5 kN/m²) and stringent German building authority scrutiny (Prüfstatiker verification) required rigorous structural verification without allowing bulky heavy columns.
SerVilla engineered cold-formed double C-studs and multi-ply steel roof trusses in Vertex BD with finite-element node verification. The complete prüffähige statische Berechnung was approved by the German Prüfstatiker without revisions on first submission.
From initial 3D BIM engineering in Istanbul to jobsite handover in Garmisch.
3D FEA structural analysis strictly formatted to DIN EN 1993-1-3 and DIN EN 1991. Cold bridge elimination analysis for German GEG 2024 compliance and approval by local Prüfstatiker.
Heavy gauge S350GD structural profiles manufactured on CNC roll-formers with 0.5 mm tolerance. High alpine heavy trusses bundled and labeled for sequential unloading.
Dispatched under A.TR movement certificate (0% duty). 5-day direct road transit across Austria into Upper Bavaria directly to the building plot.
Erection completed in 11 days by local Zimmerer carpentry team under SerVilla on-site engineering supervision, ready for exterior wood-fiber WDVS.
Transparent delineation between factory-engineered elements and local on-site trade coordination.
As an architect in Bavaria, I was skeptical about importing light steel from Turkey. But SerVilla's statics package was more complete than what we usually get locally, and the dimensional precision was within 1 millimeter.
Frequently asked engineering, customs, and assembly questions regarding the Garmisch delivery.
Yes. The complete 3D FEA structural calculation was strictly prepared according to DIN EN 1993-1-3 with German National Annexes, including node stiffness proofs and foundation load reaction schedules, passing Prüfstatiker review on first submission.
SerVilla engineered doubled cold-formed C-profiles and triangulated web trusses with Simpson Strong-Tie high-capacity hold-downs, resisting 3.5 kN/m² snow loads without requiring bulky concrete columns.
By combining 140 mm dense mineral wool inside the stud cavity with 100 mm continuous external wood-fiber WDVS cladding, completely eliminating thermal bridging and achieving a certified U-value of 0.12 W/m²K.
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Upload your architectural drawings (PDF/DWG/IFC) or select a SerVilla design to receive an itemized budgetary quotation, Eurocode statics review, and direct shipping estimate.
