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It specifies product fabrication requirements, acceptable manufacturers, steel grade requirements, minimum yield strength, thickness tolerances, and galvanized or phosphatized painted finishes.",{"@graph":14,"@context":72},[15,34,55],{"@type":16,"itemListElement":17},"BreadcrumbList",[18,23,27,31],{"item":19,"name":20,"@type":21,"position":22},"https://docshare.wps.com","Home","ListItem",1,{"item":24,"name":25,"@type":21,"position":26},"https://docshare.wps.com/document/","Document",2,{"item":28,"name":29,"@type":21,"position":30},"https://docshare.wps.com/document/research-report/","Research & Report",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/section-05-31-13-steel-floor-decking-master-construction-specifications/650898/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/section-05-31-13-steel-floor-decking-master-construction-specifications/650898.png","ImageObject",300,407,{"name":42,"@type":43},"Mafia Boss","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-24",true,{"@type":52,"interactionType":53,"userInteractionCount":33},"InteractionCounter",{"@type":54},"ViewAction",{"@type":56,"mainEntity":57},"FAQPage",[58,64,68],{"name":59,"@type":60,"acceptedAnswer":61},"What responsibilities do the supplier and erector have for steel floor decking?","Question",{"text":62,"@type":63},"The supplier must furnish all metal deck materials and accessories shown on the project drawings. The subcontractor/erector must provide labor and equipment to place all deck components and accessories as described.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"Which standards and codes must the work comply with?",{"text":67,"@type":63},"The section requires compliance with listed standards including the Steel Deck Institute design manual, AISI provisions for cold formed steel, and AWS sheet steel welding code, unless otherwise noted.",{"name":69,"@type":60,"acceptedAnswer":70},"What steel grade and minimum yield strength requirements apply to the composite metal deck?",{"text":71,"@type":63},"The composite metal deck must be cold formed from steel sheets meeting ASTM A611 Grade Cor D or ASTM A653 structural grade, with a minimum yield strength as shown on the drawings but not less than 33 ksi.","https://schema.org",{"og:url":32,"og:type":74,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":76,"canonical":32},"index,follow",{"doc_id":78,"site_id":7},650898,1792876248,{"code":4,"msg":81,"data":82},"success",[83,87,91,95,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":84,"show_sort_weight":85,"slug":86},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":88,"show_sort_weight":89,"slug":90},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":92,"show_sort_weight":93,"slug":94},"Exam",70,"exam",{"id":96,"doc_module":4,"doc_module_name":25,"category_name":97,"show_sort_weight":98,"slug":99},5,"Comic",60,"comic",{"id":101,"doc_module":4,"doc_module_name":25,"category_name":102,"show_sort_weight":103,"slug":104},6,"Technology",50,"technology",{"id":106,"doc_module":4,"doc_module_name":25,"category_name":107,"show_sort_weight":108,"slug":109},7,"Healthcare",40,"healthcare",{"id":111,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":112,"slug":113},8,30,"research-report",{"id":115,"doc_module":4,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},9,"Religion & Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World Cup","world-cup",{"id":123,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":123,"slug":125},10,"Lifestyle","lifestyle",{"id":127,"doc_module":4,"doc_module_name":25,"category_name":128,"show_sort_weight":96,"slug":129},19,"General","general",{"code":4,"msg":81,"data":131},{"doc_id":78,"user_id":132,"nickname":42,"user_avatar":133,"doc_module":4,"category_id":111,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":33,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":101,"language":139,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":12,"update_tm":143,"read_time":144},962090760730,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","University of Houston Master Construction Specifications Insert Project Name  \nSECTION 05 31 13 – STEEL FLOOR DECKING  \nPART 1-GENERAL  \n1.1 RELATED DOCUMENTS  \nDrawings and general provisions of the contract, including General and Supplementary Conditions and Division 01-Specification sections, apply to work of this section.  \n1.2 SCOPE OF WORK  \nA. Supplier: The metal deck supplier shall furnish all metal deck materials and accessories indicated on the Architectural, Structural, and Mechanical Drawings required to produce a complete job including but not necessarily limited to deck units, cover plates, pour stops, hanger slots or clips, metal deck edge closures, cell closures, and all related accessories.  \nB. Erector: The Subcontractor responsible for erecting the metal deck shall provide all labor and equipment as required to place all metal deck components and accessories as described above.  \n1.3 QUALIFICATIONS  \nThe metal deck supplier shall be a manufacturer with a minimum of two years successful experience and with a minimum of two successful jobs of a comparable size and scope to this project.  \n1.4 QUALITY ASSURANCE  \nThe Contractor is responsible for quality control, including workmanship and materials furnished by his subcontractors and suppliers.  \nA. Codes and Standards: Comply with provisions of the following codes and standards except as otherwise indicated or specified:  \n1. \"Design Manual for Composite Decks, Form Decks, and Roof Decks\", as published by the Steel Deck Institute (SDI) .  \n2. \"Specification for the Design of Cold Formed Steel Structural Members\", as published by the American Iron and Steel Institute (AISI) .  \n3. \"Structural Welding Code – Sheet Steel\", D1 .3, as published by the American Welding Society (AWS) .  \nB. Qualification of Field Welding: Qualify welding processes and welding operators in accordance with AWS procedures.  \nC. Underwriters Label: Provide metal deck units which are listed and conform to Underwriters Laboratories \"Fire Resistance Directory\", with each deck unit bearing the UL label and marking for specific system detailed.  \nD. Cellular Decks: Provide cellular floor deck units complying with UL 209 and listed in UL\"Electrical Construction Equipment Directory\" with each cellular metal floor deck unit  \nAE Project Number: Steel Floor Decking 05 31 13 – 1  \nRevision Date: 1/29/2014  \nUniversity of Houston Master Construction Specifications Insert Project Name  \nbearing UL labels and marking. Provide units which will permit use of standard header ducts and outlets for electrical distribution systems.  \n1.5 SUBMITTALS  \nA. Product Certification: Submit manufacturer's specifications and installation instructions for each type of deck specified. Also submit a certificate of product compliance with SDI Standards as specified.  \nB. Shop Drawings: Submit detailed shop drawings showing type of deck, complete layout, attachment details, closures, edge strips, pans, deck openings, special jointing, supplementary framing, and all other accessories.  \nC. Calculations: If the submitted deck does not comply with the minimum properties shown on the drawings, the metal deck manufacturer shall submit design calculations sealed by a registered professional engineer in the state where the project is located verifying compliance with the specifications for all load and span conditions shown on the drawings.  \nD. Welding Certificates: Submit Copies of certificates for welding procedures and personnel.  \nPART 2-PRODUCTS  \n2.1 GENERAL REQUIREMENTS  \nA. See the drawings for location of metal deck types and for depth of deck, design deck properties, design deck yield strength, concrete type, total slab thickness, slab reinforcing, and design superimposed loads. The average rib width to depth of deck ratio shall be greater than or equal to 2.0. The deck properties specified are the values used for the design of the deck shown on the drawings. Provide deck with the depth as noted and other properties","cbCaikZtlDKEpczL","https://ap.wps.com/l/cbCaikZtlDKEpczL","pdf",31411,"English","# SECTION 05 31 13 - STEEL FLOOR DECKING\n## PART 1 - GENERAL\n## PART 2 - PRODUCTS","[{\"question\":\"What responsibilities do the supplier and erector have for steel floor decking?\",\"answer\":\"The supplier must furnish all metal deck materials and accessories shown on the project drawings. The subcontractor/erector must provide labor and equipment to place all deck components and accessories as described.\"},{\"question\":\"Which standards and codes must the work comply with?\",\"answer\":\"The section requires compliance with listed standards including the Steel Deck Institute design manual, AISI provisions for cold formed steel, and AWS sheet steel welding code, unless otherwise noted.\"},{\"question\":\"What steel grade and minimum yield strength requirements apply to the composite metal deck?\",\"answer\":\"The composite metal deck must be cold formed from steel sheets meeting ASTM A611 Grade Cor D or ASTM A653 structural grade, with a minimum yield strength as shown on the drawings but not less than 33 ksi.\"}]","SECTION 05 31 13 - STEEL FLOOR DECKING - Master Construction Specifications | PDF",1792850215,15]