[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-1-en-105":3,"doc-seo-565671-105":53,"doc-detail-565671-en":120},{"code":4,"msg":5,"data":6},0,"success",[7,14,19,24,29,34,39,44,49],{"id":8,"doc_module":9,"doc_module_name":10,"category_name":11,"show_sort_weight":12,"slug":13},11,1,"Template","Presentations",90,"presentations",{"id":15,"doc_module":9,"doc_module_name":10,"category_name":16,"show_sort_weight":17,"slug":18},12,"Resumes",80,"resumes",{"id":20,"doc_module":9,"doc_module_name":10,"category_name":21,"show_sort_weight":22,"slug":23},14,"Invoices",70,"invoices",{"id":25,"doc_module":9,"doc_module_name":10,"category_name":26,"show_sort_weight":27,"slug":28},15,"Posters",60,"posters",{"id":30,"doc_module":9,"doc_module_name":10,"category_name":31,"show_sort_weight":32,"slug":33},16,"Social Media",50,"social-media",{"id":35,"doc_module":9,"doc_module_name":10,"category_name":36,"show_sort_weight":37,"slug":38},17,"Forms",40,"forms",{"id":40,"doc_module":9,"doc_module_name":10,"category_name":41,"show_sort_weight":42,"slug":43},18,"Letters",30,"letters",{"id":45,"doc_module":9,"doc_module_name":10,"category_name":46,"show_sort_weight":47,"slug":48},21,"Paper Templates",5,"papers-templates",{"id":50,"doc_module":9,"doc_module_name":10,"category_name":51,"show_sort_weight":4,"slug":52},158,"General","general-158",{"code":4,"msg":54,"data":55},"ok",{"site_id":56,"language":57,"slug":58,"title":59,"keywords":60,"description":61,"schema_data":62,"social_meta":113,"head_meta":115,"extra_data":117,"updated_unix":119},105,"en","fasteners-nails-fasteners-installation-and-specification-guide","Fasteners - Nails Fasteners - Installation and Specification Guide","","Nails and structural fasteners guidance for wood frame connector installations, emphasizing proper nail selection and MiTek’s structurally-rated nails. Covers hot-dip galvanized corrosion resistance, packaging for NA16D-RS/NA20D nails, and finish/material references. Provides installation rules for allowable shear based on nail embedment depth, load reduction using reduced-load equations, and substitution factors via optional-nail charts, including pneumatic-installation notes. Includes nail specification tables with sizes, MiTek stock numbers, steel gauges, shear capacities, withdrawal loads, and corrosion finish.",{"@graph":63,"@context":112},[64,80,95],{"@type":65,"itemListElement":66},"BreadcrumbList",[67,71,74,77],{"item":68,"name":69,"@type":70,"position":9},"https://docshare.wps.com","Home","ListItem",{"item":72,"name":10,"@type":70,"position":73},"https://docshare.wps.com/template/",2,{"item":75,"name":46,"@type":70,"position":76},"https://docshare.wps.com/template/paper-templates/",3,{"item":78,"name":59,"@type":70,"position":79},"https://docshare.wps.com/template/fasteners-nails-fasteners-installation-and-specification-guide/565671/",4,{"url":78,"name":59,"@type":81,"author":82,"headline":59,"publisher":85,"fileFormat":88,"inLanguage":57,"description":61,"dateModified":89,"datePublished":89,"encodingFormat":88,"isAccessibleForFree":90,"interactionStatistic":91},"DigitalDocument",{"name":83,"@type":84},"Cart","Person",{"url":68,"name":86,"@type":87},"DocShare","Organization","application/pdf","2026-10-13",true,{"@type":92,"interactionType":93,"userInteractionCount":4},"InteractionCounter",{"@type":94},"ViewAction",{"@type":96,"mainEntity":97},"FAQPage",[98,104,108],{"name":99,"@type":100,"acceptedAnswer":101},"What nail embedment and shear assumptions are used for allowable shear values?","Question",{"text":102,"@type":103},"Allowable shear values assume the nail is embedded into wood of the entire nail or up to 10 nail diameters, whichever is less. Otherwise, the nail must be embedded at least 6 nail diameters, with load reduced using the reduced-load equation.","Answer",{"name":105,"@type":100,"acceptedAnswer":106},"How is reduced load calculated when nail penetration differs from the published condition?",{"text":107,"@type":103},"Reduced Load = Published Load x Actual Penetration Nail Diameter x 10. This applies when embedment does not match the stated assumptions.",{"name":109,"@type":100,"acceptedAnswer":110},"Can nails be substituted, and how are load reductions handled for replacements?",{"text":111,"@type":103},"Load reductions may occur if nails are used other than those specified. The document provides adjustment factor charts for optional nails and notes that further reductions may not be required after applying the correct substitution factor in the example.","https://schema.org",{"og:url":78,"og:type":114,"og:title":59,"og:site_name":86,"og:description":61},"article",{"robots":116,"canonical":78},"index,follow",{"doc_id":118,"site_id":56},565671,1791856989,{"code":4,"msg":5,"data":121},{"doc_id":118,"user_id":122,"nickname":83,"user_avatar":123,"doc_module":9,"category_id":45,"category_name":46,"doc_title":59,"doc_description":61,"doc_content":124,"file_id":125,"file_url":126,"file_type":127,"file_size":128,"view_count":4,"is_deleted":4,"is_public":9,"is_downloadable":9,"audit_status":9,"page_count":76,"language":129,"language_code":57,"site_id":56,"html_lang":57,"table_of_contents":130,"faqs":131,"seo_title":132,"seo_description":61,"update_tm":119,"read_time":9},18829141979164,"https://eur-avatar.wpscdn.com/davatar_6f874abed73319feea01a86fa6f0fab8","Fasteners  \nN / NA Nails Fasteners  \nProper fasteners are a critical component in a sound wood frame structure. To ensure successful installations of its connectors, MiTek offers a full range of structurally-rated nails. All galvanized nails supplied by MiTek are Hot-dipped for greater corrosion resistance. Any MiTek connector requiring a NA16D-RS or NA20D nail is shipped with the nails attached to the connector in convenient poly bags.  \nFinish: See Nail Specification Table on page 23.  \nMaterials: ASTM A 123; ASTM A 153 (HDG)  \nInstallation:  \n• Allowable shear values assume nail embedment into the wood of the entire nail or 10 nail diameters (whichever is less) . Otherwise, the nail must be embedded at least 6 nail diameters, with the load reduced using the equation below:  \nReduced Load =  \nPublished Load x Actual Penetration Nail Diameter x 10  \n• Load reductions may occur if nails are used other than those specified. See the chart Optional Nails for Face Mount Hangers below for load reduction factors regarding nail substitutions.  \n• For pneumatic nail use, see Installation Notes on page 19 and reference MiTek’s technical bulletins.  \nOptional Nails for Face Mount Hangers and Straight Straps Reductions are taken from appropriate DF value found in the load chart.  \n(excludes slant nail hangers)  \n\n| Catalog\u003Cbr>Nail | Replacement\u003Cbr>Fastener1 | Allowable Load\u003Cbr>Adjustment Factor |  |  |\n| --- | --- | --- | --- | --- |\n|  |  | DF | SP | S-P-F |\n| 8d x 1-1/2\u003Cbr>(0.131\" x 1-1/2\") | 8d x 1-1/2 (0.131\" x 1-1/2\") | 1.00 | 1.00 | 0.87 |\n|  | No. 8 (0 . 164\") x 1-1/2 Wood Screw | 0.96 | 1.00 | 0.83 |\n| 8d common (0.131\" x 2-1/2\") | 8d Box (0 . 113\" x 2-1/2\") | 0.77 | 0.83 | 0.67 |\n|  | 8d x 1-1/2 (0.131\" x 1-1/2\") | 1.00 | 1.00 | 0.87 |\n|  | No. 8 (0 . 164\") x 1-1/2 Wood Screw | 0.96 | 1.00 | 0.83 |\n| 10d x 1-1/2 (0.148\" x 1-1/2\") | 8d x 1-1/2 (0.131\" x 1-1/2\") | 0.83 | 0.90 | 0.72 |\n|  | No. 8 (0 . 164\") x 1-1/2 Wood Screw | 0.80 | 0.87 | 0.69 |\n| 10d common\u003Cbr>(0.148\" x 3\") | 8d Box (0 . 113\" x 2-1/2\") | 0.64 | 0.69 | 0.55 |\n|  | 10d Sinker (0.120\" x 2-7/8\") | 0.71 | 0.76 | 0.61 |\n|  | 8d common (0.131\" x 2-1/2\") | 0.83 | 0.90 | 0.72 |\n|  | 10d Box (0 . 128\" x 3\") | 0.80 | 0.87 | 0.69 |\n|  | 8d x 1-1/2 (0.131\" x 1-1/2\") | 0.83 | 0.90 | 0.72 |\n|  | 10d x 1-1/2 (0.148\" x 1-1/2\") | 1.00 | 1.00 | 0.87 |\n|  | 16d Sinker (0.148\" x 3-1/4\") | 1.00 | 1.00 | 0.87 |\n|  | No. 8 (0 . 164\") x 1-1/2 Wood Screw | 0.80 | 0.87 | 0.69 |\n| 12d common (0.148\" x 3-1/4\") | 10d x 1-1/2 (0.148\" x 1-1/2\") | 1.00 | 1.00 | 0.87 |\n|  | 16d Sinker (0.148\" x 3-1/4\") | 1.00 | 1.00 | 0.87 |\n|  | No. 8 (0 . 164\") x 1-1/2 Wood Screw | 0.80 | 0.87 | 0.69 |\n| 16d common (0.162\" x 3-1/2'') | 8d common (0.131\" x 2-1/2\") | 0.70 | 0.76 | 0.61 |\n|  | 10d Box (0 . 128\" x 3\") | 0.67 | 0.73 | 0.58 |\n|  | 10d common (0.148\" x 3\") | 0.84 | 0.91 | 0.73 |\n|  | 12d common (0.148\" x 3-1/4\") | 0.84 | 0.91 | 0.73 |\n|  | 10d x 1-1/2 (0.148\" x 1-1/2\") | 0.84 | 0.91 | 0.73 |\n|  | 10d Sinker (0.148\" x 2-7/8\") | 0.60 | 0.65 | 0.52 |\n|  | 16d Box (0 . 135\" x 3-1/2\") | 0.74 | 0.80 | 0.65 |\n|  | 16d Sinker (0.148\" x 3-1/4\") | 0.84 | 0.91 | 0.73 |\n|  | 16d x 2-1/2 (0.162\" x 2-1/2\") | 1.00 | 1.00 | 0.86 |\n|  | No. 8 (0 . 164\") x 1-1/2 Wood Screw | 0.67 | 0.73 | 0.58 |\n\n1) No. 8 x 1-1/2 Wood Screw shall conform to ANSI/ASME Standard B18 .6.1-1981.  \n2) This chart does not apply to HUS, JDS, JH, JPF, JUS, MSH, MUS or THDH slant nail hangers.  \nNA11 .131 x 1-1/2\"  \nN8-GC.131 x 1-1/2\"  \nHow to Use:  \nThe base value is the catalog listed nail in Douglas Fir-Larch and the adjustment factor is the multiplier for the applicable replacement nail and wood combination.  \n• Adjustment factors may vary with some custom hangers or steel thicker than 10 gauge. Contact MiTek for exceptions.  \n• Roofing nails shall not be substituted for any nail size or type.  \n!  Optional Nails Example: JL210 – listed load is 1650 lbs. @ 100% for 10d common nails.  \nIf substituting:  \n8d common nails with DF-L or LVL:  \n","cbCaih0FmL1rgukV","https://ap.wps.com/l/cbCaih0FmL1rgukV","pdf",899140,"English","# N / NA Nails Fasteners\n## Proper Fasteners and Corrosion Finish\n## Installation Requirements and Load Reduction\n## Optional Nails for Face Mount Hangers and Straight Straps\n## Nail Adjustment Factors and Substitution Examples\n## Nail Specification Table","[{\"question\":\"What nail embedment and shear assumptions are used for allowable shear values?\",\"answer\":\"Allowable shear values assume the nail is embedded into wood of the entire nail or up to 10 nail diameters, whichever is less. Otherwise, the nail must be embedded at least 6 nail diameters, with load reduced using the reduced-load equation.\"},{\"question\":\"How is reduced load calculated when nail penetration differs from the published condition?\",\"answer\":\"Reduced Load = Published Load x Actual Penetration Nail Diameter x 10. This applies when embedment does not match the stated assumptions.\"},{\"question\":\"Can nails be substituted, and how are load reductions handled for replacements?\",\"answer\":\"Load reductions may occur if nails are used other than those specified. The document provides adjustment factor charts for optional nails and notes that further reductions may not be required after applying the correct substitution factor in the example.\"}]","Fasteners - Nails Fasteners - Installation and Specification Guide | PDF"]