{"id":149,"date":"2014-03-03T20:06:43","date_gmt":"2014-03-03T20:06:43","guid":{"rendered":"http:\/\/www.albrechtengineering.com\/wordpress\/?page_id=149"},"modified":"2014-11-26T21:46:09","modified_gmt":"2014-11-26T21:46:09","slug":"durrett-sheppard-steel","status":"publish","type":"page","link":"https:\/\/www.albrechtengineering.com\/index.php\/recent-projects\/durrett-sheppard-steel\/","title":{"rendered":"Durrett Sheppard Steel"},"content":{"rendered":"<p>Design of a 7,500 square foot addition to a steel fabrication plant. Addition is an architecturally exposed structural steel building with interior and exterior steel, requiring reduction and prevention of a thermal bridge. Use of painted, galvanized, and weathering steel. Poor soil conditions required the use of helical piers and grade beam design. Part of the existing building was demolished and foundation required underpinning.<\/p>\n<p>Photographs courtesy of John Srygley, JRS Architects<\/p>\n<div id='gallery-2' class='gallery galleryid-149 gallery-columns-2 gallery-size-thumbnail'><figure class='gallery-item'>\n\t\t\t<div class='gallery-icon landscape'>\n\t\t\t\t<a href='https:\/\/www.albrechtengineering.com\/wp-content\/uploads\/2014\/03\/IMG_0133.jpg' target=\"_self\"><img width=\"150\" height=\"150\" src=\"https:\/\/www.albrechtengineering.com\/wp-content\/uploads\/2014\/03\/IMG_0133-150x150.jpg\" class=\"attachment-thumbnail size-thumbnail\" alt=\"\" loading=\"lazy\" aria-describedby=\"gallery-2-132\" \/><\/a>\n\t\t\t<\/div>\n\t\t\t\t<figcaption class='wp-caption-text gallery-caption' id='gallery-2-132'>\n\t\t\t\t<b>Project Title 2 <\/b><br> Client 2 <\/b>\n\t\t\t\t<\/figcaption><\/figure><figure class='gallery-item'>\n\t\t\t<div class='gallery-icon portrait'>\n\t\t\t\t<a href='https:\/\/www.albrechtengineering.com\/wp-content\/uploads\/2014\/03\/IMG_0144.jpg' target=\"_self\"><img width=\"150\" height=\"150\" src=\"https:\/\/www.albrechtengineering.com\/wp-content\/uploads\/2014\/03\/IMG_0144-150x150.jpg\" class=\"attachment-thumbnail size-thumbnail\" alt=\"\" loading=\"lazy\" \/><\/a>\n\t\t\t<\/div><\/figure>\n\t\t<\/div>\n\n<p>[vslider name=&#8221;vslider_options&#8221;]<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Design of a 7,500 square foot addition to a steel fabrication plant. Addition is an architecturally exposed structural steel building with interior and exterior steel, requiring reduction and prevention of a thermal bridge. Use of painted, galvanized, and weathering steel. Poor soil conditions required the use of helical piers and grade beam design. Part of [&hellip;]<\/p>\n","protected":false},"author":2,"featured_media":0,"parent":108,"menu_order":0,"comment_status":"open","ping_status":"open","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/pages\/149"}],"collection":[{"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/comments?post=149"}],"version-history":[{"count":9,"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/pages\/149\/revisions"}],"predecessor-version":[{"id":523,"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/pages\/149\/revisions\/523"}],"up":[{"embeddable":true,"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/pages\/108"}],"wp:attachment":[{"href":"https:\/\/www.albrechtengineering.com\/index.php\/wp-json\/wp\/v2\/media?parent=149"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}