{"id":2284,"date":"2014-01-17T10:21:17","date_gmt":"2014-01-17T15:21:17","guid":{"rendered":"http:\/\/www.constructionspecifier.com\/?p=2284"},"modified":"2017-01-17T15:41:59","modified_gmt":"2017-01-17T20:41:59","slug":"durability-of-brick-veneer-remediation-helical-anchors","status":"publish","type":"post","link":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/","title":{"rendered":"Durability of Brick Veneer: Remediation of helical anchors"},"content":{"rendered":"<p>For improper original brick tie placement, remediation of the veneer system is possible through the use of helical anchors in lieu of complete replacement of the cladding. The anchors are installed through the mortar joints into the structural framing members through the process outlined below. (Other types of helical anchors are available beyond the type used in the project shown.)<\/p>\n<figure id=\"attachment_2262\" aria-describedby=\"caption-attachment-2262\" style=\"width: 360px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-2262 \" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud-1000x750.jpg\" alt=\"A. Structural framing member is located by removing a masonry unit and drilling holes until structural member is located. Pilot holes should be sealed before reinstalling masonry unit. (In steel stud framing, the structural member can be located using a metal detector.)\" width=\"360\" height=\"270\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud-1000x750.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud-300x225.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud-624x468.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud.jpg 2048w\" sizes=\"auto, (max-width: 360px) 100vw, 360px\" \/><\/a><figcaption id=\"caption-attachment-2262\" class=\"wp-caption-text\"><span style=\"font-family: arial,helvetica,sans-serif; font-size: small;\">A) Structural framing member is located by removing a masonry unit and drilling holes until structural member is located. Pilot holes should be sealed before reinstalling masonry unit. (In steel stud framing, the structural member can be located using a metal detector.)<\/span><\/figcaption><\/figure>\n<figure id=\"attachment_2285\" aria-describedby=\"caption-attachment-2285\" style=\"width: 361px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/21.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-2285 \" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/21.jpg\" alt=\"B) Remedial anchor spacing is measured and marked on the face of the masonry.\" width=\"361\" height=\"270\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/21.jpg 627w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/21-300x224.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/21-624x466.jpg 624w\" sizes=\"auto, (max-width: 361px) 100vw, 361px\" \/><\/a><figcaption id=\"caption-attachment-2285\" class=\"wp-caption-text\"><span style=\"font-family: arial,helvetica,sans-serif; font-size: small;\">B) Remedial anchor spacing is measured and marked on the face of the masonry.<\/span><\/figcaption><\/figure>\n<figure id=\"attachment_2263\" aria-describedby=\"caption-attachment-2263\" style=\"width: 360px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/3.-Drill-pilot-hole.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-2263 \" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/3.-Drill-pilot-hole-1000x750.jpg\" alt=\"C) The pilot hole is drilled through the mortar joint using a drill bit one size smaller than the diameter of the helical anchor. If it fails to be located at framing member, helical anchor should be installed to seal the hole; this anchor is installed for waterproofing purposes and should be considered as a veneer anchor.\" width=\"360\" height=\"270\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/3.-Drill-pilot-hole-1000x750.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/3.-Drill-pilot-hole-300x225.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/3.-Drill-pilot-hole-624x468.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/3.-Drill-pilot-hole.jpg 2048w\" sizes=\"auto, (max-width: 360px) 100vw, 360px\" \/><\/a><figcaption id=\"caption-attachment-2263\" class=\"wp-caption-text\"><span style=\"font-family: arial,helvetica,sans-serif; font-size: small;\">C) The pilot hole is drilled through the mortar joint using a drill bit one size smaller than the diameter of the helical anchor. If it fails to be located at framing member, helical anchor should be installed to seal the hole; this anchor is installed for waterproofing purposes and should be considered as a veneer anchor.<\/span><\/figcaption><\/figure>\n<figure id=\"attachment_2264\" aria-describedby=\"caption-attachment-2264\" style=\"width: 360px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/4.-Install-anchor.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-2264 \" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/4.-Install-anchor-1000x750.jpg\" alt=\"D) Helical anchor is installed using specialized drill bit as recommended by the manufacturer. Embed anchor a minimum of 51 mm (2 in.) into framing member or as recommended by the manufacturer.\" width=\"360\" height=\"270\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/4.-Install-anchor-1000x750.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/4.-Install-anchor-300x225.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/4.-Install-anchor-624x468.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/4.-Install-anchor.jpg 2048w\" sizes=\"auto, (max-width: 360px) 100vw, 360px\" \/><\/a><figcaption id=\"caption-attachment-2264\" class=\"wp-caption-text\"><span style=\"font-family: arial,helvetica,sans-serif; font-size: small;\">D) Helical anchor is installed using specialized drill bit as recommended by the manufacturer. Embed anchor a minimum of 51 mm (2 in.) into framing member or as recommended by the manufacturer.<\/span><\/figcaption><\/figure>\n<figure id=\"attachment_2265\" aria-describedby=\"caption-attachment-2265\" style=\"width: 360px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/5.-Cover-helical-tie..jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-2265 \" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/5.-Cover-helical-tie.-1000x750.jpg\" alt=\"E) Helical anchor is covered using mortar to match surrounding.\" width=\"360\" height=\"270\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/5.-Cover-helical-tie.-1000x750.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/5.-Cover-helical-tie.-300x225.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/5.-Cover-helical-tie.-624x468.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/5.-Cover-helical-tie..jpg 1280w\" sizes=\"auto, (max-width: 360px) 100vw, 360px\" \/><\/a><figcaption id=\"caption-attachment-2265\" class=\"wp-caption-text\"><span style=\"font-family: arial,helvetica,sans-serif; font-size: small;\">E) Helical anchor is covered using mortar to match surrounding.<\/span><\/figcaption><\/figure>\n<figure id=\"attachment_2266\" aria-describedby=\"caption-attachment-2266\" style=\"width: 360px\" class=\"wp-caption aligncenter\"><a href=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/6.-Testing.jpg\"><img loading=\"lazy\" decoding=\"async\" class=\"wp-image-2266 \" src=\"http:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/6.-Testing-1000x750.jpg\" alt=\"F) Tensile testing is performed by manufacturer to confirm adequate pullout strength.\" width=\"360\" height=\"270\" srcset=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/6.-Testing-1000x750.jpg 1000w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/6.-Testing-300x225.jpg 300w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/6.-Testing-624x468.jpg 624w, https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/6.-Testing.jpg 2048w\" sizes=\"auto, (max-width: 360px) 100vw, 360px\" \/><\/a><figcaption id=\"caption-attachment-2266\" class=\"wp-caption-text\"><span style=\"font-family: arial,helvetica,sans-serif; font-size: small;\">F) Tensile testing is performed by manufacturer to confirm adequate pullout strength.<\/span><\/figcaption><\/figure>\n<p>To read the full article, click <a href=\"http:\/\/www.constructionspecifier.com\/masterformat\/durability-of-brick-veneer-a-deeper-look-at-masonry-anchors\/\">here<\/a>.<\/p>\n<p>&nbsp;<\/p>\n","protected":false},"excerpt":{"rendered":"<p>A well-defined selection and layout of masonry veneer anchors can improve performance and durability of enclosures using masonry veneer cladding. Often, the masonry veneer is shown on architectural drawings and the anchors are included in the specifications.<\/p>\n","protected":false},"author":4,"featured_media":2262,"comment_status":"open","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_acf_changed":false,"footnotes":""},"categories":[520,179,449,184,489,460],"tags":[659,658,656,657],"class_list":["post-2284","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-features","category-masterformat","category-uniformat","category-04-00-00-masonry","category-b2010exterior-walls","category-b20exterior-vertical-enclosures","tag-04-05-19masonry-anchorage-and-reinforcing","tag-durability","tag-masonry-veneer-ties","tag-spacing","entry"],"acf":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.8 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Durability of Brick Veneer: Remediation of helical anchors - The Construction Specifier<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Durability of Brick Veneer: Remediation of helical anchors - The Construction Specifier\" \/>\n<meta property=\"og:description\" content=\"A well-defined selection and layout of masonry veneer anchors can improve performance and durability of enclosures using masonry veneer cladding. Often, the masonry veneer is shown on architectural drawings and the anchors are included in the specifications.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/\" \/>\n<meta property=\"og:site_name\" content=\"The Construction Specifier\" \/>\n<meta property=\"article:published_time\" content=\"2014-01-17T15:21:17+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2017-01-17T20:41:59+00:00\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud.jpg\" \/>\n\t<meta property=\"og:image:width\" content=\"2048\" \/>\n\t<meta property=\"og:image:height\" content=\"1536\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/jpeg\" \/>\n<meta name=\"author\" content=\"Molly Doyle\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:label1\" content=\"Written by\" \/>\n\t<meta name=\"twitter:data1\" content=\"Molly Doyle\" \/>\n\t<meta name=\"twitter:label2\" content=\"Est. reading time\" \/>\n\t<meta name=\"twitter:data2\" content=\"1 minute\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"Article\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/#article\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/\"},\"author\":{\"name\":\"Molly Doyle\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#\\\/schema\\\/person\\\/2fe1805293ddcc967e4bd9e8afc50294\"},\"headline\":\"Durability of Brick Veneer: Remediation of helical anchors\",\"datePublished\":\"2014-01-17T15:21:17+00:00\",\"dateModified\":\"2017-01-17T20:41:59+00:00\",\"mainEntityOfPage\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/\"},\"wordCount\":283,\"commentCount\":0,\"publisher\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#organization\"},\"image\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/www.constructionspecifier.com\\\/wp-content\\\/uploads\\\/2014\\\/04\\\/1.-Remove-brick-to-confirm-stud.jpg\",\"keywords\":[\"04 05 19?Masonry Anchorage and Reinforcing\",\"Durability\",\"Masonry Veneer Ties\",\"Spacing\"],\"articleSection\":[\"Features\",\"MasterFormat\",\"UniFormat\",\"04 00 00 Masonry\",\"B2010\u2212Exterior Walls\",\"B20\u2212Exterior Vertical Enclosures\"],\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"CommentAction\",\"name\":\"Comment\",\"target\":[\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/#respond\"]}]},{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/\",\"url\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/\",\"name\":\"Durability of Brick Veneer: Remediation of helical anchors - The Construction Specifier\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/#primaryimage\"},\"image\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/www.constructionspecifier.com\\\/wp-content\\\/uploads\\\/2014\\\/04\\\/1.-Remove-brick-to-confirm-stud.jpg\",\"datePublished\":\"2014-01-17T15:21:17+00:00\",\"dateModified\":\"2017-01-17T20:41:59+00:00\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/#primaryimage\",\"url\":\"https:\\\/\\\/www.constructionspecifier.com\\\/wp-content\\\/uploads\\\/2014\\\/04\\\/1.-Remove-brick-to-confirm-stud.jpg\",\"contentUrl\":\"https:\\\/\\\/www.constructionspecifier.com\\\/wp-content\\\/uploads\\\/2014\\\/04\\\/1.-Remove-brick-to-confirm-stud.jpg\",\"width\":2048,\"height\":1536,\"caption\":\"A. Structural framing member is located by removing a masonry unit and drilling holes until structural member is located. Pilot holes should be sealed before reinstalling masonry unit. (In steel stud framing, the structural member can be located using a metal detector.)\"},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/durability-of-brick-veneer-remediation-helical-anchors\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/www.constructionspecifier.com\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Durability of Brick Veneer: Remediation of helical anchors\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#website\",\"url\":\"https:\\\/\\\/www.constructionspecifier.com\\\/\",\"name\":\"The Construction Specifier\",\"description\":\"Solutions for the Construction Industry\",\"publisher\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/www.constructionspecifier.com\\\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"},{\"@type\":\"Organization\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#organization\",\"name\":\"The Construction Specifier\",\"url\":\"https:\\\/\\\/www.constructionspecifier.com\\\/\",\"logo\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#\\\/schema\\\/logo\\\/image\\\/\",\"url\":\"https:\\\/\\\/www.constructionspecifier.com\\\/wp-content\\\/uploads\\\/2017\\\/09\\\/CS_Logo_BW_LR.jpg\",\"contentUrl\":\"https:\\\/\\\/www.constructionspecifier.com\\\/wp-content\\\/uploads\\\/2017\\\/09\\\/CS_Logo_BW_LR.jpg\",\"width\":288,\"height\":70,\"caption\":\"The Construction Specifier\"},\"image\":{\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#\\\/schema\\\/logo\\\/image\\\/\"}},{\"@type\":\"Person\",\"@id\":\"https:\\\/\\\/www.constructionspecifier.com\\\/#\\\/schema\\\/person\\\/2fe1805293ddcc967e4bd9e8afc50294\",\"name\":\"Molly Doyle\",\"image\":{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/secure.gravatar.com\\\/avatar\\\/b9db24e2e72277a0449a8b18be06d377923ec2d6246b36613db304f58b586baf?s=96&d=mm&r=g\",\"url\":\"https:\\\/\\\/secure.gravatar.com\\\/avatar\\\/b9db24e2e72277a0449a8b18be06d377923ec2d6246b36613db304f58b586baf?s=96&d=mm&r=g\",\"contentUrl\":\"https:\\\/\\\/secure.gravatar.com\\\/avatar\\\/b9db24e2e72277a0449a8b18be06d377923ec2d6246b36613db304f58b586baf?s=96&d=mm&r=g\",\"caption\":\"Molly Doyle\"},\"url\":\"https:\\\/\\\/www.constructionspecifier.com\\\/author\\\/molly\\\/\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Durability of Brick Veneer: Remediation of helical anchors - The Construction Specifier","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/","og_locale":"en_US","og_type":"article","og_title":"Durability of Brick Veneer: Remediation of helical anchors - The Construction Specifier","og_description":"A well-defined selection and layout of masonry veneer anchors can improve performance and durability of enclosures using masonry veneer cladding. Often, the masonry veneer is shown on architectural drawings and the anchors are included in the specifications.","og_url":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/","og_site_name":"The Construction Specifier","article_published_time":"2014-01-17T15:21:17+00:00","article_modified_time":"2017-01-17T20:41:59+00:00","og_image":[{"width":2048,"height":1536,"url":"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud.jpg","type":"image\/jpeg"}],"author":"Molly Doyle","twitter_card":"summary_large_image","twitter_misc":{"Written by":"Molly Doyle","Est. reading time":"1 minute"},"schema":{"@context":"https:\/\/schema.org","@graph":[{"@type":"Article","@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/#article","isPartOf":{"@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/"},"author":{"name":"Molly Doyle","@id":"https:\/\/www.constructionspecifier.com\/#\/schema\/person\/2fe1805293ddcc967e4bd9e8afc50294"},"headline":"Durability of Brick Veneer: Remediation of helical anchors","datePublished":"2014-01-17T15:21:17+00:00","dateModified":"2017-01-17T20:41:59+00:00","mainEntityOfPage":{"@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/"},"wordCount":283,"commentCount":0,"publisher":{"@id":"https:\/\/www.constructionspecifier.com\/#organization"},"image":{"@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/#primaryimage"},"thumbnailUrl":"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud.jpg","keywords":["04 05 19?Masonry Anchorage and Reinforcing","Durability","Masonry Veneer Ties","Spacing"],"articleSection":["Features","MasterFormat","UniFormat","04 00 00 Masonry","B2010\u2212Exterior Walls","B20\u2212Exterior Vertical Enclosures"],"inLanguage":"en-US","potentialAction":[{"@type":"CommentAction","name":"Comment","target":["https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/#respond"]}]},{"@type":"WebPage","@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/","url":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/","name":"Durability of Brick Veneer: Remediation of helical anchors - The Construction Specifier","isPartOf":{"@id":"https:\/\/www.constructionspecifier.com\/#website"},"primaryImageOfPage":{"@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/#primaryimage"},"image":{"@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/#primaryimage"},"thumbnailUrl":"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud.jpg","datePublished":"2014-01-17T15:21:17+00:00","dateModified":"2017-01-17T20:41:59+00:00","breadcrumb":{"@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/#breadcrumb"},"inLanguage":"en-US","potentialAction":[{"@type":"ReadAction","target":["https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/"]}]},{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/#primaryimage","url":"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud.jpg","contentUrl":"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2014\/04\/1.-Remove-brick-to-confirm-stud.jpg","width":2048,"height":1536,"caption":"A. Structural framing member is located by removing a masonry unit and drilling holes until structural member is located. Pilot holes should be sealed before reinstalling masonry unit. (In steel stud framing, the structural member can be located using a metal detector.)"},{"@type":"BreadcrumbList","@id":"https:\/\/www.constructionspecifier.com\/durability-of-brick-veneer-remediation-helical-anchors\/#breadcrumb","itemListElement":[{"@type":"ListItem","position":1,"name":"Home","item":"https:\/\/www.constructionspecifier.com\/"},{"@type":"ListItem","position":2,"name":"Durability of Brick Veneer: Remediation of helical anchors"}]},{"@type":"WebSite","@id":"https:\/\/www.constructionspecifier.com\/#website","url":"https:\/\/www.constructionspecifier.com\/","name":"The Construction Specifier","description":"Solutions for the Construction Industry","publisher":{"@id":"https:\/\/www.constructionspecifier.com\/#organization"},"potentialAction":[{"@type":"SearchAction","target":{"@type":"EntryPoint","urlTemplate":"https:\/\/www.constructionspecifier.com\/?s={search_term_string}"},"query-input":{"@type":"PropertyValueSpecification","valueRequired":true,"valueName":"search_term_string"}}],"inLanguage":"en-US"},{"@type":"Organization","@id":"https:\/\/www.constructionspecifier.com\/#organization","name":"The Construction Specifier","url":"https:\/\/www.constructionspecifier.com\/","logo":{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/www.constructionspecifier.com\/#\/schema\/logo\/image\/","url":"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2017\/09\/CS_Logo_BW_LR.jpg","contentUrl":"https:\/\/www.constructionspecifier.com\/wp-content\/uploads\/2017\/09\/CS_Logo_BW_LR.jpg","width":288,"height":70,"caption":"The Construction Specifier"},"image":{"@id":"https:\/\/www.constructionspecifier.com\/#\/schema\/logo\/image\/"}},{"@type":"Person","@id":"https:\/\/www.constructionspecifier.com\/#\/schema\/person\/2fe1805293ddcc967e4bd9e8afc50294","name":"Molly Doyle","image":{"@type":"ImageObject","inLanguage":"en-US","@id":"https:\/\/secure.gravatar.com\/avatar\/b9db24e2e72277a0449a8b18be06d377923ec2d6246b36613db304f58b586baf?s=96&d=mm&r=g","url":"https:\/\/secure.gravatar.com\/avatar\/b9db24e2e72277a0449a8b18be06d377923ec2d6246b36613db304f58b586baf?s=96&d=mm&r=g","contentUrl":"https:\/\/secure.gravatar.com\/avatar\/b9db24e2e72277a0449a8b18be06d377923ec2d6246b36613db304f58b586baf?s=96&d=mm&r=g","caption":"Molly Doyle"},"url":"https:\/\/www.constructionspecifier.com\/author\/molly\/"}]}},"views":7196,"publishpress_future_workflow_manual_trigger":{"enabledWorkflows":[]},"_links":{"self":[{"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/posts\/2284","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/users\/4"}],"replies":[{"embeddable":true,"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/comments?post=2284"}],"version-history":[{"count":16,"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/posts\/2284\/revisions"}],"predecessor-version":[{"id":25301,"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/posts\/2284\/revisions\/25301"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/media\/2262"}],"wp:attachment":[{"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/media?parent=2284"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/categories?post=2284"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.constructionspecifier.com\/wp-json-v2\/wp\/v2\/tags?post=2284"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}