[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663139-105":59,"doc-detail-663139-en":130},{"code":4,"msg":5,"data":6},0,"success",[7,13,18,23,28,33,38,43,48,51,55],{"id":8,"doc_module":4,"doc_module_name":9,"category_name":10,"show_sort_weight":11,"slug":12},1,"Document","Story & Novel",90,"story-novel",{"id":14,"doc_module":4,"doc_module_name":9,"category_name":15,"show_sort_weight":16,"slug":17},2,"Literature",80,"literature",{"id":19,"doc_module":4,"doc_module_name":9,"category_name":20,"show_sort_weight":21,"slug":22},4,"Exam",70,"exam",{"id":24,"doc_module":4,"doc_module_name":9,"category_name":25,"show_sort_weight":26,"slug":27},5,"Comic",60,"comic",{"id":29,"doc_module":4,"doc_module_name":9,"category_name":30,"show_sort_weight":31,"slug":32},6,"Technology",50,"technology",{"id":34,"doc_module":4,"doc_module_name":9,"category_name":35,"show_sort_weight":36,"slug":37},7,"Healthcare",40,"healthcare",{"id":39,"doc_module":4,"doc_module_name":9,"category_name":40,"show_sort_weight":41,"slug":42},8,"Research & Report",30,"research-report",{"id":44,"doc_module":4,"doc_module_name":9,"category_name":45,"show_sort_weight":46,"slug":47},9,"Religion & Spirituality",20,"religion-spirituality",{"id":46,"doc_module":4,"doc_module_name":9,"category_name":49,"show_sort_weight":46,"slug":50},"World Cup","world-cup",{"id":52,"doc_module":4,"doc_module_name":9,"category_name":53,"show_sort_weight":52,"slug":54},10,"Lifestyle","lifestyle",{"id":56,"doc_module":4,"doc_module_name":9,"category_name":57,"show_sort_weight":24,"slug":58},19,"General","general",{"code":4,"msg":60,"data":61},"ok",{"site_id":62,"language":63,"slug":64,"title":65,"keywords":66,"description":67,"schema_data":68,"social_meta":123,"head_meta":125,"extra_data":127,"updated_unix":129},105,"en","typed-box-magazine-without-loading-platform-general-notes","Typed Box Magazine Without Loading Platform - General Notes","","General Notes and design-load requirements for a “Typed Box Magazine Without Loading Platform.” The document specifies concrete strength and density targets, reinforcing bar standards and detailing, structural steel material requirements, metal roofing and siding compliance, and structural welding/bolting practices. It also defines electrical bonding requirements for steel doors, embedded items, and the reinforcing cage. Design loads cover static roof/floor live and dead loads, forklift wheel loading based on a referenced model, seismic design parameters, wind data, and blast design assumptions using magazine separation distances and equivalent explosive weight, with deflection criteria and soil parameters.",{"@graph":69,"@context":122},[70,84,105],{"@type":71,"itemListElement":72},"BreadcrumbList",[73,77,79,82],{"item":74,"name":75,"@type":76,"position":8},"https://docshare.wps.com","Home","ListItem",{"item":78,"name":9,"@type":76,"position":14},"https://docshare.wps.com/document/",{"item":80,"name":40,"@type":76,"position":81},"https://docshare.wps.com/document/research-report/",3,{"item":83,"name":65,"@type":76,"position":19},"https://docshare.wps.com/document/typed-box-magazine-without-loading-platform-general-notes/663139/",{"url":83,"name":65,"@type":85,"image":86,"author":91,"headline":65,"publisher":94,"fileFormat":97,"inLanguage":63,"description":67,"dateModified":98,"datePublished":99,"encodingFormat":97,"isAccessibleForFree":100,"interactionStatistic":101},"DigitalDocument",{"url":87,"@type":88,"width":89,"height":90},"https://docshare.wps.com/thumbnails/typed-box-magazine-without-loading-platform-general-notes/663139.png","ImageObject",300,407,{"name":92,"@type":93},"（）","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-29","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":24},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What concrete strength and density requirements are specified?","Question",{"text":112,"@type":113},"Concrete must reach a minimum compressive strength of f'c = 4,000 psi at 28 days and a minimum density of 145 pcf.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What are the key requirements for reinforcing bars and detailing?",{"text":117,"@type":113},"Reinforcing bars must conform to ASTM A615 Grade 60 deformed billet billet steel bars. Bars must be continuous in any one direction unless otherwise shown, with clear cover provided per ACI 318 recommendations.",{"name":119,"@type":110,"acceptedAnswer":120},"Which design loads are included and how are blast loads defined?",{"text":121,"@type":113},"The document includes static dead/live loads, seismic design data, and wind design data. Blast loads are defined using original blast design based on inter-magazine separation distances for an equivalent explosive weight of 350,000 lbs (W), with donor/acceptor magazine distances specified for roof and headwall design.","https://schema.org",{"og:url":83,"og:type":124,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":126,"canonical":83},"index,follow",{"doc_id":128,"site_id":62},663139,1793225341,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":133,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":24,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":139,"language":140,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":141,"faqs":142,"seo_title":143,"seo_description":67,"update_tm":129,"read_time":144},5909898202386,"https://ap-avatar.wpscdn.com/davatar_29158cc5080c5b710cf443261637dec0","GENERAL NOTES                                      \nMATERIALS AND CONSTRUCTION  \n1.  ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF f'c =4,000 psi AT 28 DAYS ANDSHALL HAVE A MINIMUM DENSITY OF 145 PCF.  \n2.ALL REINFORCING BARS SHALL CONFORM TO THE SPECIFICATION FOR DEFORMED BILLET STEEL BARS FORCONCRETE REINFORCEMENT,ASTM A615,GRADE 60  \n3.CONCRETE AGGREGATE SHALL HAVE A MAXIMUM SIZE OF 1 INCH.  \n4.  ALL REINFORCING BARS SHALL BE CONTINUOUS IN ANY ONE DIRECTION EXCEPT WHERE OTHERWISESHOWN ON THE DRAWINGS.PROVIDE CLEAR COVER IF NOT SHOWN PER ACI 318 RECOMMENDATIONS.  \n5.  EXCEPT AS NOTED,ALL CONCRETE CONSTRUCTION AND DETAILING SHALL CONFORM TO THE LATESTSTANDARDS OF THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETESTRUCTURES(ACI 315),AND BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI 318).  \n6.  EXCEPT FOR WELDED WIRE FABRIC,NO WELDING OF REINFORCING BARS SHALL BE PERMITTED UNLESSINDICATED ON DRAWINGS.  \n7.  STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE STANDARD SPECIFICATION FOR STRUCTURAL STEELSHAPES,ASTM A-992.  \n8.  ALL STRUCTURAL STEEL PLATES AND BARS SHALL CONFORM TO THE STANDARD SPECIFICATION FORCARBON STRUCTURAL STEEL ASTM A36.  \n9.  METAL ROOFING AND SIDING SHALL CONFORM TO THE NORTH AMAERICAN SPECIFICATION FOR THE DESIGN  \nOF COLD-F0RMED STEEL MEMBERS BY THE AMERICAN IRON AND STEEL INSTITUTE(AISI),LATEST EDITION.  \n10.FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE SPECIFICATIONS FORSTRUCTURAL STEEL BUILDINGS BY THE AMERICAN INSTITUTE OF STEEL CONSTUCTION(AISC),LATESTEDITION.  \nC  \n11.WELDING FOR STRUCTURAL STEEL SHALL CONFORM TO THE STRUCTURAL WELDING CODE,AWS D1.1,LATEST EDITION.  \n12.BOLTS,NUTS,AND WASHERS SHALL CONFORM TO THE STANDARD SPECIFICATION FOR CARBON STEELBOLTS AND STUDS,ASTM A307,GRADE A,AND HIGH STRENGTH BOLTS FOR STRUCTURAL STEEL JOINTS,ASTM A325.ALL BOLTS SHALL HAVE THREADS EXCLUDED FROM THE SHEAR PLANE.  \n13.ALL STRUCTURAL STEEL SHALL BE CLEANED AND PAINTED IN ACCORDANCE WITH THE COATING ANDPAINTING SPECIFICATIONS.  \n14.TOP 12 INCHES OF SUBGRADE SHALL BE COMPACTED TO 95 PERCENT OF MAXIMUM DENSITY INACCORDANCE WITH ASTM STANDARD D1557  \n15.UNLESS NOTED ON DRAWINGS,SPLICE LENGTH OF REINFORCING BARS SHALL BE IN ACCORDANCE WITHTHE REQUIREMENTS OF ACI 318(LATEST EDITION)FOR CLASS B SPLICES.  \n16.FOR FILLET WELD SIZES NOT SHOWN ON DRAWINGS,PROVIDE MINIMUM SIZE FILLET WELDS INACCORDANCE WITH WELDING CODE AWS D1.1,LATEST EDITION.  \n17.UNLESS SHOWN OTHERWISE,ALL REINFORCING BAR HOOKS SHALL BE STANDARD HOOKS IN ACCORDANCEEWITH BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE ACI 318,LATEST EDITION.  \nB  \n18.  \nELECTRICAL BONDING  \n1.  ALL STEEL DOORS AND FRAMES SHALL BE ELECTRICALLY BONDED TO THE MAGAZINE REINFORCING CAGE.  \n2.ALL STRUCTURAL AND MISCELLANEOUS ITEMS EMBEDDED IN CONCRETE SHALL BE ELECTRICALLY BONDEDTO THE REINFORCING CAGE BY WIRE TIES.  \n3.  THE REINFORCING CAGE SHALL BE MADE ELECTRICALLY CONTINUOUS BY WIRE TIES AT A MINUMUM OF4'-0”ON CENTERS IN ANY DIRECTION.  \n4.  ALL WALL AND CONSTRUCTION JOINTS SHALL BE ELECTRICALLY BONDED.SEE THE ELECTRICAL DRAWINGSFOR DETAILS.  \nA  \n3  \nDESIGN LOADS                            \n1.STATIC LOADS:  \nA.ROOF DEAD LOAD(1%FT.EARTH FILL +6”GRAVEL)=200 PSF  \nB.FLOOR LOADS  \na)UNIFORM STORAGE LIVE LOAD  \n=2000 PSF  \nb)FORKLIFT WHEEL LOAD:  \nBASED ON DREXEL MODEL NO.SL-88-ESS =8000 LB MAX LOAD  \nMAXIMUM WHEEL LOAD  \n=26,000 LBS  \n=65 SQ.IN.  \nWHEEL CONTACT AREA  \nC.ROOF LIVE LOAD  \n=100 PSF  \n2.SEISMIC DESIGN DATA:  \nA.  OCCUPANCY CATEGORY --------Ⅲ  \nB.IMPORTANCE FACTOR ---------1.25  \nC.SEISMIC DESIGN CATEGORY -----\"D\"  \nD.SITE SEISMICITY ------------S=1.95gS1=0.75g  \nE.SITE CLASS ---------------“D”  \n3.WIND DESIGN DATA:  \nA.  DESIGN WIND SPEED --------132 MPH  \nB.EXPOSURE ---------------\"C\"  \nC.  OCCUPANCY CATEGORY -------  Ⅲ  \nD.IMPORTANCE FACTOR ---------1.15  \n4.  BLAST LOADS:  \nORIGINAL BLAST DESIGN BASED ON INTERMAGAZINE SEPARATION DISTANCES FOR NET EQUIVALENT WEIGHT EXPLOSIVEEQUAL TO 350,000 LBS(W)AS FOLLOW","cbCaiuUaVRa7RomW","https://ap.wps.com/l/cbCaiuUaVRa7RomW","pdf",7303905,37,"English","# Materials and Construction\n## Electrical Bonding\n# Design Loads\n## Static Loads\n## Seismic Design Data\n## Wind Design Data\n## Blast Loads","[{\"question\":\"What concrete strength and density requirements are specified?\",\"answer\":\"Concrete must reach a minimum compressive strength of f'c = 4,000 psi at 28 days and a minimum density of 145 pcf.\"},{\"question\":\"What are the key requirements for reinforcing bars and detailing?\",\"answer\":\"Reinforcing bars must conform to ASTM A615 Grade 60 deformed billet billet steel bars. Bars must be continuous in any one direction unless otherwise shown, with clear cover provided per ACI 318 recommendations.\"},{\"question\":\"Which design loads are included and how are blast loads defined?\",\"answer\":\"The document includes static dead/live loads, seismic design data, and wind design data. Blast loads are defined using original blast design based on inter-magazine separation distances for an equivalent explosive weight of 350,000 lbs (W), with donor/acceptor magazine distances specified for roof and headwall design.\"}]","Typed Box Magazine Without Loading Platform - General Notes | PDF",93]