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It covers guidance on design, detailing, and construction practices, including acceptable connection types such as screw connections and alternatives like welds, bolts, and other fasteners. The document emphasizes cost-effective detail selection and notes that further coordination with other materials is required for construction 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and contractors use the information in this publication?",{"text":121,"@type":113},"The materials provide general information and should not replace competent professional assistance; application to a specific project should be reviewed by a qualified individual, and additional design and detailing is required before incorporation into construction 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Alliance1726 M Street,NWSuite 601Washington,DC 20036-4523202-785-2022Fax:202-785-38561-800-79-STEELwww.SteelFramingAlliance.com  \nPublication NT6-00  \nFirst Printing-March 2000Copyright 2000  \n# Introduction\n\nThese details were developed by the Light Gauge Steel EngineersAssociation (LGSEA)for the North American Steel Framing Alliance(NASFA).They are intended to provide designers and contractors with guid-ance on design,detailing,and construction of low-rise residential buildings thatutilize cold-formed steel framing members.Details contained in this documentwere selected based on their cost effectiveness at the time of this publication.Efforts have been made to present accurate,reliable,and useful information.The connections between members are shown as screw connections;othertypes of connections such as welds,bolts,powder-actuated fasteners,clinches,or pneumatically driven fasteners are acceptable.Although it is common forcold-formed steel framing members to have web “punchouts”for passing brac-ing or utilities,punchouts are shown in some details only.Punchouts areacceptable and vary in size,configuration,and spacing depending on the manu-facturer and/or design.NASFA acknowledges Nader Elhajj,P.E.,for assem-bling and drafting the details.Special appreciation is extended to Kevin Bielatof the American Iron and Steel Institute(AISI)and Tim Waite of NASFA fortheir assistance and guidance.NASFA recognizes the following LGSEA com-mittee members who helped select the details contained in this document:  \nDon AllenBLB ConsultingTim WaiteNorth American Steel Framing AllianceScott ShaddixNicholas Lane ContractorsMike WhitticarEnertech Systems,Inc.Pat FordMatsen Ford Design Associates,Inc.Don WilnauIndependent Contractor  \nThe materials set forth herein are for general information only.They are nota substitute for competent professional assistance.Application of any informa-tion contained in this document to a specific project or setting should bereviewed by a qualified individual.NASFA believes that the information con-tained in this publication substantially represents industry practice and relatedscientific and technical information,but the information is not intended to rep-resent an official position of NASFA or to restrict or exclude any other con-struction or design technique.Additional design and detailing(i.e.,coordinat-ing with other materials,material specifications)is required for many of thedetails before they can be incorporated into construction documents.Anyonemaking use of the information set forth herein does so at his or her own riskand assumes any resulting liability.  \nTable of Contents  \nIntroduction ……  …  …  …  …  …  …  …  ………iTable of Contents ………  …  …  …  …  …  …  ………iList of Details ……………………………………………………………………………iiDefinitions …  …………     ……  ………………  …  ……………   ……iv  \nList of Details  \nGeneral  \nSchematic of Typical Steel-Framed House …………………………1  \nDetail G1  \nDetail G2  \nC-Shape Configuration ………………………………………………………………………2  \nDetail G3  \nTrack Configuration…………………………………………………………………………2  \nJoist Web Holes ………………………………………………………………………………3  \nDetail G4  \nStud Web Holes ………………………………………………………………………………3  \nDetail G5  \nJoist Web Hole Patch……………………………………………………………………………4  \nDetail G6  \nDetail G7  \nStud Web Hole Patch………………………………………………………………………4  \nDetail G8  \nIn-Line Framing Detail…………………………………………………………………5  \nDetail G9  \nWeb Stiffener Detail 1……………………………………………………………………………6  \nWeb Stiffener Detail 2…………………………………………………………6  \nDetail G10  \nDetail G11  \nWeb Stiffener Detail 3……………………………………………………………………7  \nDetail G12  \nTrack Splice Detai………………………………………………………………………………8  \nDetail G13  \nScrew Attachment Detail…………………………………………………………………………9  \nFloors  \nDetail F1  \nFloor Framing ……………………………………………………………………………………10  \nDetail F2  \nFloor to Foundation Connection ………………………………………………………11  \nFloor to Wood Sill Connection……………………………………………12  \n","cbCaimuJaZauy6zx","https://ap.wps.com/l/cbCaimuJaZauy6zx","pdf",4450772,104,"English","# Introduction\n## Table of Contents\n## List of Details\n### General\n### Floors\n### Load-Bearing Walls","[{\"question\":\"Who developed the low-rise residential construction details and for which organization?\",\"answer\":\"The details were developed by the Light Gauge Steel Engineers Association (LGSEA) for the North American Steel Framing Alliance (NASFA).\"},{\"question\":\"What types of connections does the document describe as acceptable?\",\"answer\":\"Connections are shown as screw connections, and other connection types such as welds, bolts, powder-actuated fasteners, clinches, or pneumatically driven fasteners are acceptable.\"},{\"question\":\"How should designers and contractors use the information in this publication?\",\"answer\":\"The materials provide general information and should not replace competent professional assistance; application to a specific project should be reviewed by a qualified individual, and additional design and detailing is required before incorporation into construction documents.\"}]","Low-Rise Residential Construction Details | PDF",1792830767,262]