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L\u2019ajout de deux \u00e9tages a cr\u00e9\u00e9 un espace unique de plus 30 000 pi2 \u00e0 DC. L&#39;Army Corp of Engineers, qui supervise la construction dans les voies navigables am\u00e9ricaines, a exig\u00e9 que la jet\u00e9e en b\u00e9ton existante, l\u2019auvent et la Head House soient conserv\u00e9s, et que toute nouvelle structure ne d\u00e9passe pas l\u2019empreinte de la canop\u00e9e existante.  Cette forme allong\u00e9e avec des coins incurv\u00e9s, a g\u00e9n\u00e9r\u00e9 la forme du projet tel que le nouveau d\u00e9bord de toit qui couvre le dernier \u00e9tage.  Si la conservation de la structure existante a permis de pr\u00e9server les ressources mat\u00e9rielles et l&#39;\u00e9nergie int\u00e9gr\u00e9e, elle a \u00e9galement cr\u00e9\u00e9 des d\u00e9fis techniques importants. Pour limiter la r\u00e9ing\u00e9nierie, l&#39;\u00e9tayage durant la construction ou le remplacement de la structure d&#39;origine, la charge suppl\u00e9mentaire des 2 \u00e9tages a \u00e9t\u00e9 transf\u00e9r\u00e9e au auvent, au pilier en b\u00e9ton existants jusqu\u2019aux pieux de bois sous-marins. En raison de l&#39;emplacement du b\u00e2timent dans la zone d&#39;inondation centennale, les murs au niveau de la jet\u00e9e ont \u00e9t\u00e9 construit en parpaings remplis et les ouvertures des fen\u00eatres ont \u00e9t\u00e9 plac\u00e9es au-dessus de l&#39;\u00e9l\u00e9vation de la crue nominale prot\u00e9geant le RDC contre la mont\u00e9e du niveau de la mer et les inondations dues \u00e0 des ph\u00e9nom\u00e8nes m\u00e9t\u00e9orologiques.<\/p>\n","en":"<p>Extending 300 feet into the Washington Channel, Pier 4 has been an active pier since the 1950\u2019s.  This project at the southernmost end of the District Wharf development maintains the original use providing modernized cruise operations space at the first floor while adding two additional stories of commercial office above, creating 30,000 sf of the most unique space in the District of Columbia.  The Army Corp of Engineers, who oversee construction within US waterways, required the existing concrete pier, canopy and Head House be retained, and any new structure could not exceed the outline of the existing canopy.  This elongated, slender shape with gently curved corners became the form generator for the project and inspired the design for the new canopy which tops the third floor.  While this approach conserved material resources and embedded energy, it also created significant engineering challenges. The added load of two stories had to be transferred to the existing concrete canopy and pier and down to underwater timber piles to limit re-engineering, shoring, and replacement of original structure. Due to the building\u2019s location within the 100 year floodplain, a resilient design strategy needed to be developed to protect against rising sea levels and severe weather flood events.  By constructing the pier level walls out of fully grouted concrete block and locating window openings above the design flood elevation, the exterior structure.<\/p>\n","original":""},"jury_text":[{"category":380,"fr":"<p>S&#39;\u00e9tendant sur 300 pieds dans le canal de Washington, \u00e0 l&#39;extr\u00e9mit\u00e9 sud du d\u00e9veloppement du District Wharf, le Pier4 a conserv\u00e9 son usage original au rez-de-chauss\u00e9e tout en fournissant un espace modernis\u00e9 pour les op\u00e9rations de croisi\u00e8re au premier \u00e9tage. L\u2019ajout de deux \u00e9tages a cr\u00e9\u00e9 un espace unique de plus 30 000 pi2 \u00e0 DC. L&#39;Army Corp of Engineers, qui supervise la construction dans les voies navigables am\u00e9ricaines, a exig\u00e9 que la jet\u00e9e en b\u00e9ton existante, l\u2019auvent et la Head House soient conserv\u00e9s, et que toute nouvelle structure ne d\u00e9passe pas l\u2019empreinte de la canop\u00e9e existante.  Cette forme allong\u00e9e avec des coins incurv\u00e9s, a g\u00e9n\u00e9r\u00e9 la forme du projet tel que le nouveau d\u00e9bord de toit qui couvre le dernier \u00e9tage.  Si la conservation de la structure existante a permis de pr\u00e9server les ressources mat\u00e9rielles et l&#39;\u00e9nergie int\u00e9gr\u00e9e, elle a \u00e9galement cr\u00e9\u00e9 des d\u00e9fis techniques importants. Pour limiter la r\u00e9ing\u00e9nierie, l&#39;\u00e9tayage durant la construction ou le remplacement de la structure d&#39;origine, la charge suppl\u00e9mentaire des 2 \u00e9tages a \u00e9t\u00e9 transf\u00e9r\u00e9e au auvent, au pilier en b\u00e9ton existants jusqu\u2019aux pieux de bois sous-marins. En raison de l&#39;emplacement du b\u00e2timent dans la zone d&#39;inondation centennale, les murs au niveau de la jet\u00e9e ont \u00e9t\u00e9 construit en parpaings remplis et les ouvertures des fen\u00eatres ont \u00e9t\u00e9 plac\u00e9es au-dessus de l&#39;\u00e9l\u00e9vation de la crue nominale prot\u00e9geant le RDC contre la mont\u00e9e du niveau de la mer et les inondations dues \u00e0 des ph\u00e9nom\u00e8nes m\u00e9t\u00e9orologiques.<\/p>\n","en":"<p>Extending 300 feet into the Washington Channel, Pier 4 has been an active pier since the 1950\u2019s.  This project at the southernmost end of the District Wharf development maintains the original use providing modernized cruise operations space at the first floor while adding two additional stories of commercial office above, creating 30,000 sf of the most unique space in the District of Columbia.  The Army Corp of Engineers, who oversee construction within US waterways, required the existing concrete pier, canopy and Head House be retained, and any new structure could not exceed the outline of the existing canopy.  This elongated, slender shape with gently curved corners became the form generator for the project and inspired the design for the new canopy which tops the third floor.  While this approach conserved material resources and embedded energy, it also created significant engineering challenges. The added load of two stories had to be transferred to the existing concrete canopy and pier and down to underwater timber piles to limit re-engineering, shoring, and replacement of original structure. Due to the building\u2019s location within the 100 year floodplain, a resilient design strategy needed to be developed to protect against rising sea levels and severe weather flood events.  By constructing the pier level walls out of fully grouted concrete block and locating window openings above the design flood elevation, the exterior structure.<\/p>\n","original":""}],"different_jury_text":false,"different_category_text":false},"laureats":[{"cat_id":380,"cat_id_laureat":1035,"laureat":"Certification Or"}],"contest_id":"1180","contest_title":"GRANDS PRIX DU DESIGN - 14e \u00e9dition","firms":[{"name":"StudioMB","website":"www.studiombdc.com","category":"Architect","category_tax":false,"category_label":null},{"name":"Ehlert Bryan Engineers","website":"www.ehlertbryan.com","category":"Engineering","category_tax":false,"category_label":null},{"name":"MC Engineers","website":"www.mce-dc.com","category":"Engineering","category_tax":false,"category_label":null},{"name":"Whiting Turner Construction","website":"www.whiting-turner.com","category":"General Contractor","category_tax":false,"category_label":null},{"name":"AMT Engineers","website":"http:\/\/amt-llc.com","category":"Engineering","category_tax":false,"category_label":null},{"name":"Hoffman Madison Waterfront","website":"www.hoffman-dev.com","category":"","category_tax":false}],"user":{"email":"dbagnoli@studiombdc.com","first_name":"David","last_name":"Bagnoli"},"doc_texts_web":{"fr":"","en":""},"permalinks":{"fr":"https:\/\/int.design\/fr\/projets\/pier-4\/","en":"https:\/\/int.design\/en\/projects\/pier-4\/"},"titles":{"fr":"Pier 4","en":"Pier 4"},"wp_fields":[],"laravel_id":""},"_links":{"self":[{"href":"https:\/\/int.design\/fr\/wp-json\/wp\/v2\/project\/31189","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/int.design\/fr\/wp-json\/wp\/v2\/project"}],"about":[{"href":"https:\/\/int.design\/fr\/wp-json\/wp\/v2\/types\/project"}],"wp:attachment":[{"href":"https:\/\/int.design\/fr\/wp-json\/wp\/v2\/media?parent=31189"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}