[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-650516-105":3,"detail-sidebar-cat-0-en-105":81,"doc-detail-650516-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":74,"head_meta":76,"extra_data":78,"updated_unix":80},105,"en","cold-formed-metal-framing-section-05-40-00","COLD-FORMED METAL FRAMING - Section 05 40 00","","Exterior non-load-bearing wall framing and exterior soffit framing requirements for Project 08044 specify delegated design by a qualified professional engineer and structural performance to resist indicated loads. Performance limits include deflection criteria (e.g., horizontal deflection of 1/720 of wall height) and allowances for member movement outside the insulated envelope under maximum ambient temperature change of 120°F (67°C). Cold-formed steel design standards and applicable AISI, ASTM E119 fire-resistance testing, and UL marking requirements are defined, with detailed submittal and quality assurance expectations.",{"@graph":14,"@context":73},[15,34,56],{"@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/cold-formed-metal-framing-section-05-40-00/650516/",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/cold-formed-metal-framing-section-05-40-00/650516.png","ImageObject",300,407,{"name":42,"@type":43},"Mary Man","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-29","2026-10-24",true,{"@type":52,"interactionType":53,"userInteractionCount":55},"InteractionCounter",{"@type":54},"ViewAction",5,{"@type":57,"mainEntity":58},"FAQPage",[59,65,69],{"name":60,"@type":61,"acceptedAnswer":62},"What types of framing are included in this section?","Question",{"text":63,"@type":64},"The section includes exterior non-load-bearing wall framing and exterior soffit framing.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"What delegated design requirement applies to cold-formed steel framing?",{"text":68,"@type":64},"A qualified professional engineer must design the cold-formed steel framing in accordance with the project’s quality requirements section.",{"name":70,"@type":61,"acceptedAnswer":71},"What fire-resistance testing and marking requirements are specified?",{"text":72,"@type":64},"Fire-resistance ratings must comply with ASTM E119, with testing by a qualified agency and products identified using appropriate markings from UL’s Fire Resistance Directory or equivalent qualified agency listings.","https://schema.org",{"og:url":32,"og:type":75,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":77,"canonical":32},"index,follow",{"doc_id":79,"site_id":7},650516,1792857213,{"code":4,"msg":82,"data":83},"success",[84,88,92,96,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":85,"show_sort_weight":86,"slug":87},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":89,"show_sort_weight":90,"slug":91},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":93,"show_sort_weight":94,"slug":95},"Exam",70,"exam",{"id":55,"doc_module":4,"doc_module_name":25,"category_name":97,"show_sort_weight":98,"slug":99},"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":55,"slug":129},19,"General","general",{"code":4,"msg":82,"data":131},{"doc_id":79,"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":55,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":115,"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},7421720224475,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","Project 08044 COLD-FORMED METAL FRAMING  \nSection 05 40 00 Page 1  \nPART 1 GENERAL  \n1.1 RELATED DOCUMENTS  \nA. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section.  \n1.2 SUMMARY  \nA. This Section includes:  \n1. Exterior non-load-bearing wall framing.  \n2. Exterior Soffit framing.  \nB. Related Requirements:  \n1. Division 1 Section “Sustainable Design Requirements”.  \n2. Division 5 Section \"Metal Fabrications\" for masonry shelf angles and connections.  \n3. Division 9 Section \"Gypsum Board Shaft Wall Assemblies\" for interior non-load-bearing, metal-stud-framed, shaft-wall assemblies.  \n4. Division 9 Section \"Non-Structural Metal Framing\" for interior non-load-bearing, metal-stud framing and ceiling-suspension assemblies.  \n1.3 QUALITY ASSURANCE  \nA. The work of this section shall be performed by a company which specializes in the type of cold-formed metal framing work required for this Project, with a minimum of 5 years of documented successful experience and shall be performed by skilled workmen thoroughly experienced in the necessary crafts.  \n1. Work shall be performed in compliance with Owner's insurance underwriters' requirements and UL approvalsand testing for materials, assemblies and procedures.  \nB. Manufacturer shall specialize in manufacturing the type of cold-formed metal framing specified in this section, with a minimum of 5 years of documented successful experience, and have the facilities capable of meeting all requirements of Contract Documents as a single-source responsibility and warranty.  \nC. Testing Agency Qualifications: Qualified according to ASTM E329 for testing indicated.  \nD. Product Tests: Mill certificates or data from a qualified independent testing agency indicating steel sheet complies with requirements, including base-metal thickness, yield strength, tensile strength, total elongation, chemical requirements, and metallic-coating thickness.  \nE. Welding Qualifications: Qualify procedures and personnel according to the following:  \n1. AWS D1.1/D1.1M, \"Structural Welding Code-Steel.\"  \n2. AWS D1.3/D1.3M, \"Structural Welding Code-Sheet Steel.\"  \nF. Comply with LGSEA Research Note: “Behavior and Design Self-Drilling Screw Connections”.  \nG. Manufacturer’s identification tags or marks are not acceptable on surfaces which will remain exposed to view after installation.  \n1. Evidence of “patching” after removal of tags or marks is not acceptable.  \n1.4 PERFORMANCE REQUIREMENTS  \nA. Delegated Design: Engage a qualified professional engineer, as defined in Section 014000 \"Quality Requirements,\" to design cold-formed steel framing.  \nB. Structural Performance: Provide cold-formed steel framing capable of withstanding design loads within limits and under conditions indicated.  \n1. Design Loads: As indicated on the Structural Drawings.  \n2. Deflection Limits: Design framing systems to withstand design loads without deflections greater than the following:  \na. Exterior Non-Load-Bearing Framing: Horizontal deflection of 1/720 of the wall height.  \nTRANSBAY TOWER  \nSAN FRANCISCO, CALIFORNIA  \nISSUED FOR GMP 02 MAY 2014  \nProject 08044 COLD-FORMED METAL FRAMING  \nSection 05 40 00 Page 2  \n3. Design framing systems to provide for movement of framing members located outside the insulated building envelope without damage or overstressing, sheathing failure, connection failure, undue strain on fasteners and anchors, or other detrimental effects when subject to a maximum ambient temperature change of 120 deg F (67 deg C) .  \n4. Design framing system to maintain clearances at openings, to allow for construction tolerances, and to accommodate live load deflection of primary building structure as follows:  \na. Upward and downward movement of 1/2 inch (13 mm) .  \n5. Design exterior non-load-bearing wall framing to accommodate horizontal deflection without regard for contribution of sheathing materials.  \nC. Design exterior soffits frami","cbCaip3veQvnwVTy","https://ap.wps.com/l/cbCaip3veQvnwVTy","pdf",59917,"English","# PART 1 GENERAL\n## 1.1 RELATED DOCUMENTS\n## 1.2 SUMMARY\n## 1.3 QUALITY ASSURANCE\n## 1.4 PERFORMANCE REQUIREMENTS\n## 1.5 SUBMITTALS","[{\"question\":\"What types of framing are included in this section?\",\"answer\":\"The section includes exterior non-load-bearing wall framing and exterior soffit framing.\"},{\"question\":\"What delegated design requirement applies to cold-formed steel framing?\",\"answer\":\"A qualified professional engineer must design the cold-formed steel framing in accordance with the project’s quality requirements section.\"},{\"question\":\"What fire-resistance testing and marking requirements are specified?\",\"answer\":\"Fire-resistance ratings must comply with ASTM E119, with testing by a qualified agency and products identified using appropriate markings from UL’s Fire Resistance Directory or equivalent qualified agency listings.\"}]","COLD-FORMED METAL FRAMING - Section 05 40 00 | PDF",1792830754,23]