[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-648761-105":3,"detail-sidebar-cat-0-en-105":79,"doc-detail-648761-en":129},{"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":72,"head_meta":74,"extra_data":76,"updated_unix":78},105,"en","nist-gcr-14-917-26-design-drawings-cost-analyses-and-benefit-studies-for-earthquake-resistant-construction-in-memphis-tennessee","NIST GCR 14-917-26 - Design Drawings - Cost Analyses and Benefit Studies for Earthquake-Resistant Construction in Memphis, Tennessee","","Cost Analyses and Benefit Studies for Earthquake-Resistant Construction in Memphis, Tennessee presents design drawing packages and supporting documentation for multiple building types under the NEHRP framework. The report documents preparation and permissions, scope limitations, and liability disclaimers, including use of photos, figures, and external sources. It specifies unit-system conventions that follow U.S. customary practice for earthquake engineering despite NIST metric policy. It also lists participating organizations and committees supporting the NEHRP Consultants Joint Venture effort.",{"@graph":14,"@context":71},[15,34,54],{"@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/nist-gcr-14-917-26-design-drawings-cost-analyses-and-benefit-studies-for-earthquake-resistant-construction-in-memphis-tennessee/648761/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":48,"encodingFormat":47,"isAccessibleForFree":49,"interactionStatistic":50},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/nist-gcr-14-917-26-design-drawings-cost-analyses-and-benefit-studies-for-earthquake-resistant-construction-in-memphis-tennessee/648761.png","ImageObject",300,407,{"name":42,"@type":43},"asba","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-23",true,{"@type":51,"interactionType":52,"userInteractionCount":4},"InteractionCounter",{"@type":53},"ViewAction",{"@type":55,"mainEntity":56},"FAQPage",[57,63,67],{"name":58,"@type":59,"acceptedAnswer":60},"What report and contract information does the document include?","Question",{"text":61,"@type":62},"It states the report was prepared for NIST’s Engineering Laboratory under the NEHRP Earthquake Structural and Engineering Research Contract SB134107CQ0019, Task Order 10251.","Answer",{"name":64,"@type":59,"acceptedAnswer":65},"How does the document address liability and warranties?",{"text":66,"@type":62},"It notes that the NEHRP Consultants Joint Venture, authors, and reviewers assume no liability and provide no express or implied warranty regarding the information used.",{"name":68,"@type":59,"acceptedAnswer":69},"Which unit system does the report use for the presented information?",{"text":70,"@type":62},"It follows U.S. Customary Units (inch-pound) for earthquake engineering industry preference, despite NIST’s general use of metric units.","https://schema.org",{"og:url":32,"og:type":73,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":75,"canonical":32},"index,follow",{"doc_id":77,"site_id":7},648761,1792794930,{"code":4,"msg":80,"data":81},"success",[82,86,90,94,99,104,109,113,118,121,125],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":83,"show_sort_weight":84,"slug":85},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":87,"show_sort_weight":88,"slug":89},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":91,"show_sort_weight":92,"slug":93},"Exam",70,"exam",{"id":95,"doc_module":4,"doc_module_name":25,"category_name":96,"show_sort_weight":97,"slug":98},5,"Comic",60,"comic",{"id":100,"doc_module":4,"doc_module_name":25,"category_name":101,"show_sort_weight":102,"slug":103},6,"Technology",50,"technology",{"id":105,"doc_module":4,"doc_module_name":25,"category_name":106,"show_sort_weight":107,"slug":108},7,"Healthcare",40,"healthcare",{"id":110,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":111,"slug":112},8,30,"research-report",{"id":114,"doc_module":4,"doc_module_name":25,"category_name":115,"show_sort_weight":116,"slug":117},9,"Religion & Spirituality",20,"religion-spirituality",{"id":116,"doc_module":4,"doc_module_name":25,"category_name":119,"show_sort_weight":116,"slug":120},"World Cup","world-cup",{"id":122,"doc_module":4,"doc_module_name":25,"category_name":123,"show_sort_weight":122,"slug":124},10,"Lifestyle","lifestyle",{"id":126,"doc_module":4,"doc_module_name":25,"category_name":127,"show_sort_weight":95,"slug":128},19,"General","general",{"code":4,"msg":80,"data":130},{"doc_id":77,"user_id":131,"nickname":42,"user_avatar":132,"doc_module":4,"category_id":110,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":4,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":138,"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":78,"read_time":143},3985747872567,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","NIST GCR 14-917-26  \nCost Analyses and Benefit Studies for Earthquake-Resistant Construction in Memphis, Tennessee  \nDesign Drawings  \nNEHRP Consultants Joint Venture  \nA partnership of the Applied Technology Council and the Consortium of Universities for Research in Earthquake Engineering  \nDisclaimers  \nThis report was prepared for the Engineering Laboratory of the National Institute of Standards and Technology (NIST) under the National Earthquake Hazards Reduction Program (NEHRP) Earthquake Structural and Engineering Research Contract SB134107CQ0019 , Task Order 10251. The contents of this publication do not necessarily reflect the views and policies of NIST or the U.S. Government.  \nThis report was produced by the NEHRP Consultants Joint Venture, a joint venture of the Applied Technology Council (ATC) and the Consortium of Universities for Research in Earthquake Engineering (CUREE) . While endeavoring to provide practical and accurate information, the NEHRP Consultants Joint Venture, the authors, and the reviewers assume no liability for, nor express or imply any warranty with regard to, the information contained herein. Users of information contained in this report assume all liability arising from such use.  \nUnless otherwise noted, photos, figures, and data presented in this report have been developed or provided by NEHRP Consultants Joint Venture staff or consultants engaged under contract to provide information as works for hire. Any similarity with other published information is coincidental. Photos and figures cited from outside sources have been reproduced in this report with permission. Any other use requires additional permission from the copyright holders.  \nCertain commercial software, equipment, instruments, or materials may have been used in the preparation of information contributing to this report. Identification in this report is not intended to imply recommendation or endorsement by NIST, nor is it intended to imply that such software, equipment, instruments, or materials are necessarily the best available for the purpose.  \nNIST policy is to use the International System of Units (metric units) in all its publications. In this report, however, information is presented in U.S. Customary Units (inch-pound), as this is the preferred system of units in the U.S. earthquake engineering industry.  \nCover image – U.S. Geological Survey 2008 National Seismic Hazard Map for 2% in 50 year Peak Ground Acceleration for the Central and Eastern U.S. Available from: [http://earthquake.usgs.gov/hazards/products/conterminous/2008/](http://earthquake.usgs.gov/hazards/products/conterminous/2008/) .  \nNIST GCR 14-917-26  \nCost Analyses and Benefit Studies for Earthquake-Resistant Construction in Memphis, Tennessee  \nDesign Drawings  \nPrepared for  \nU.S. Department of Commerce  \nNational Institute of Standards and Technology Engineering Laboratory Gaithersburg, MD 20899  \nBy  \nNEHRP Consultants Joint Venture  \nA partnership of the Applied Technology Council and  \nthe Consortium of Universities for Research in Earthquake Engineering  \nDecember 2013  \nU.S. Department of Commerce Penny Pritzker, Secretary  \nNational Institute of Standards and Technology  \nPatrick Gallagher, Under Secretary of Commerce for Standards and Technology and Director  \nNIST GCR 14-917-26  \nParticipants  \nNational Institute of Standards and Technology  \nJohn (Jack) R. Hayes, Jr. , Director, National Earthquake Hazards Reduction Program Steven L. McCabe, Deputy Director, National Earthquake Hazards Reduction Program Matthew Speicher, NIST Project Manager  \nNEHRP Consultants Joint Venture  \nApplied Technology Council  \n201 Redwood Shores Parkway, Suite 240 Redwood City, California 94065  \n[www.ATCouncil.org](www.ATCouncil.org)  \nConsortium of Universities for Research in Earthquake Engineering 1301 S. 46th Street, Building 420 Richmond, California 94804  \n[www.CUREE.org](www.CUREE.org)  \nJoint Venture Management Committee  \nJames R. Harris Robert Reitherman","cbCaifmvRlRN4deW","https://ap.wps.com/l/cbCaifmvRlRN4deW","pdf",15109735,100,"English","# Apartment Building Design Drawings\n## Office Building Design Drawings\n## Retail Building Design Drawings\n## Warehouse Building Design Drawings\n## Hospital Building Design Drawings\n## School Building Design Drawings","[{\"question\":\"What report and contract information does the document include?\",\"answer\":\"It states the report was prepared for NIST’s Engineering Laboratory under the NEHRP Earthquake Structural and Engineering Research Contract SB134107CQ0019, Task Order 10251.\"},{\"question\":\"How does the document address liability and warranties?\",\"answer\":\"It notes that the NEHRP Consultants Joint Venture, authors, and reviewers assume no liability and provide no express or implied warranty regarding the information used.\"},{\"question\":\"Which unit system does the report use for the presented information?\",\"answer\":\"It follows U.S. Customary Units (inch-pound) for earthquake engineering industry preference, despite NIST’s general use of metric units.\"}]","NIST GCR 14-917-26 - Design Drawings - Cost Analyses and Benefit Studies for Earthquake-Resistant Construction in Memphis, Tennessee | PDF",252]