[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-648890-105":59,"doc-detail-648890-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","structural-drawings-structural-notes","Structural Drawings - Structural Notes","","Structural drawings general notes specify design actions, load combinations, and code-based checks for gravity and seismic provisions, including snow loads and associated velocity pressure assumptions. The document also details concrete requirements (foundations bearing on treated timber piles, reinforcing steel placement, rebar chairs, and construction practices) and structural steel design rules (standards compliance, welding, galvanized exterior bolts, beam connection design, and shop drawing submission). Additional sections cover sheathing, lumber framing, blocking, glulam beam manufacturing and coordination, and anchoring/adhesive installation instructions.",{"@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/structural-drawings-structural-notes/648890/",{"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/structural-drawings-structural-notes/648890.png","ImageObject",300,407,{"name":92,"@type":93},"4398046744996","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-25","2026-10-23",true,{"@type":102,"interactionType":103,"userInteractionCount":14},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"What design load considerations are included in the general notes?","Question",{"text":112,"@type":113},"The notes include gravity loads with snow drift, seismic provisions, and associated velocity pressure assumptions used for snow-load calculations.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"How are foundations specified to bear on substructure materials?",{"text":117,"@type":113},"Foundations are recommended to bear on treated timber piles with stated minimum dimensions and allowable axial and lateral loads per pile.",{"name":119,"@type":110,"acceptedAnswer":120},"What are the key requirements for glulam beams and their installation?",{"text":121,"@type":113},"Glulam beams must be manufactured by an approved plant meeting CSA requirements, with shop drawings submitted for review; beams are also coordinated with structural concrete anchors and installed using specified drilling and Hilti injection adhesive procedures.","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},648890,1792911141,{"code":4,"msg":5,"data":131},{"doc_id":128,"user_id":132,"nickname":92,"user_avatar":66,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":133,"file_id":134,"file_url":135,"file_type":136,"file_size":137,"view_count":14,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":138,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":143,"read_time":144},4398046744996,"GENERAL NOTES  \n   \nDESIGN LOADS  \nTHIS ADDITION HAS BEEN DESIGNED IN ACCoRDANCE WITH  \nINCLUDING SEISMIC PROVISIONS.  \n\n| GRAVITY LOADS(kPa)+SNOWDRIFTING   |  |  |\n| --- | --- | --- |\n| AREA   | LIVE   | SUPERIMPOSED DEAD   |\n| ROOFS   | 2.35 +SNOW DRIFT   | 1.①   |\n| GROUND FLOOR   | 4.8   | 1.①   |\n| uPPER FLOORS   | 4.8   | 1.①   |\n| NEW LIBRARY FLOOR   | 7.2   | ②0   |\n| CORRIDORS 4STAIRS   | 4.8   | ②の   |\n| MECHANICAL ROOMs   | 6.0   | ②0   |\n|  |  |  |\n\n# 2.SNOW LOADS\n\nSPECIFIED SNOW LOAD S =Is(Ss(CbCwCsCa)+Sr)  \nSr =ASSOCIATED RAIN LOAD =02 kPa  \nILBRESCE VELOCItY PRESSURE FOR 150=②47kPa  \nS三ISHI 5三MDC LO△DSHAVE BEEN  \nCALCULATED IN ACCORDANCE WITH  \nTHE B.C.BUILDING CODE 2006  \nVf=067(S②2)*leW)  \nRo*Ro  \nle =1.3(HIGH IMPORTANCE FACTOR)  \nW=ASSOCIATED WEIGHT  \nSITE CLASS 'F'  \nRd =3.0,Ro =1.3  \n(MODERATELY DUCTILE CONCENTRICALLY  \nBRACED FRAME)  \nCALCULATED Vf=の.267W  \nRd =3.,Ro =1.7  \n(NAILED wOOD SHEAR WALLS)  \nCALCULATED Vf=の.2⑦4W  \n# 5.LEED REQUIREMENTS:REFER TO SPECIFICATIONS FOR LEED REQuIREMENTS\n\nCONCRETE  \nCONCRETE,CONCRETE MATERIALS AND METHODS OF CONSTRUCTION  \nREVEALS,DRIPS,RECESSES AND OTHER ADDITIONAL FEATURES.  \nFOUNDATIONS  \nRECOMMENDATIONS IN THE SOILS REPORTs PREPARED BY:TROu  \nFOUNDATIONS TO BEAR ON TREATED TIMBER PILES MINIMUM SIZE 12\"WITHAN(MINIMUM 8\"TIP)WITH AN ALLOWABLE A×IAL LOAD OF 178kN(4の KIPS)AND AN ALLOWABLE LATERAL LOAD OF 3kN PER PILE.  \nUNDER W  \nUNLESS NOTED  \nn ru①5E SCHEDLE FoR FooTN  \nREINFORCING STEEL  \n——INDICATE TOP REINFORCING STEEL.  \nBARS SHOUN THUS:  \nBE AS FOLLOWS:(UNLESS NOTED OTHERWISE)  \n3のM -11₂\"  \n35M -2\"  \nCHAIRING OF REINFORCEMENT  \nPROVIDE SPACE尺BARS FOR BEAMS WITH MULTIPLE LAYERS OF  \nREINFORCMENT AT MA×IMUM 4'-の\"ON CENTRE.  \nUSE 15M suPPORT BARS AT 4'-②\"MA×IMUM ON CENTRE AS WELL AS ONE  \n15M EACH SIDE OF SuPPORTING WALL OR BEAMS.  \nCHAIR suPPORT BARS AT 4'-⑦\"O.C.MA×IMUM.  \nCHAIR BOTTOM REINFORCING AT 4'-②\"O.C.MA×IMUM EACH WAY.  \nCHAIRS AND BOLSTERS TO BE NON-METALLIC.  \nPOSITION CHAIRS FOR E×POSED CONCRETE SLAB AND BEAM SOFFITS IN  \n# 9.PROVIDE REBAR CHAIRS FOR TOP BARS IN FOOTINGS.\n\nAREA TO THAT TERMINATED,ON EACH SIDE OF OPENING IN ADDITION  \nSIZE AND SPACING OF REINFORCEMENT IN WALLS,UNLESS NOTED  \nOTHERWISE.REFER TO TYPICAL DETAIL ON THIS SHEET.  \nSTRUCTURAL STEEL  \n# 1.DESIGN OF STRUcTURAL STEEL MEMBERS AND CONNECTIONS TO BE IN\n\nACCORDANCE WITH CAN/CSA S16-Ø1.(R-5)  \nWORKMANSHIP AND FABRICATION TO BE IN ACCoRDANCE WITH  \nCAN/CSA S16-の1.(R-の5)  \n# 3.WELDING TO CONFORM TO CSA W59.FABRICATOR AND ERECTOR TO BE\n\nALL EXTERIOR EXPOSED BOLTS,NUTS,AND WASHERS TO BE HOT-DIPPEDGALYANIZED.  \n10.  \nBEAM CONNECTIONS TO BE DESIGNED FOR 50 PERCENT OF THE TOTAL  \nLATERALLY-suPPORTED BEAM AT THE SPAN SHOWN.NO A×IAL  \nFORCE IS ASSUMED TO OccuR WITH THIS SHEAR.  \nBEAM CONNECTIONS TO BE DESIGNED FOR 35 PERCENT OF THE TOTAL  \nUNIFORM DISTRIBUTED FACTORED LOAD FOR A LATERALLY-suPPORTED  \nPROVIDE POSITIVE DEAD LOAD CAMBER TO ALL SIMPLE SPAN FLOOR  \nSPLICES SHALL BE AT THE LOCATIONS INDICATED ON THE DRAWINGS  \nSHALL BE HOT-DIPPED GALVANIZED UN.O.  \n# 22.SHOP DRAWINGS OF STRUCTURAL STEELWORK TO BE suBMITTED FOR\n\nREVIEW PRIOR TO F△BRICATION.SHOP DR△WINGS SH△LL BE SIGNED  \nSELEDIBH CoLFOESSIRNCLENGITEEN REGISTERBDI DESIGNINCE  \nSHOP TEST ALL NELSON STuDs APPLIED TO BEAMS OR PLATES IN THE SHOP  \n23.  \n24.GROUT UNDER ALL BASE PLATES OF COLUMNS WITH A NON-SHRINK  \nFLOWABLE,HIGH-STRENGTH GROUT.ENSURE FULL AREA IS GROUTED.  \nPROVIDE 1\"UN.O.ON THE DRAWINGS.  \n# 25.ALL 'STANDARD'AND 'TYPICAL DETAILS'SHOWN ON THE DRAWINGS\n\nAPPLY TO ALL STEELWORK WHETHER SPECIFICALLY REFERENCED  \nAS DETAILED ON THE DRAWINGS.  \nSHEATHING  \n1.ROOF:DFIR SHEATHING GRADE(UNSANDED)PLYwOOD  \n2.WALL:DoUGLAS FIR SHEATHING GRADE(UNSANDED)PLYWoOD L₂\"THICK  \n3.SH三△THINGIRNINYSIDEE△CE OFPARAPET WALLS SHALL BEV²\"PRSERVATIVE  \n4.SHEATH ALL E×TERIOR WALLS WITH DouGLAS FIR SHEATHING GRADE  \nPERPENDICULAR TO JOISTS.STAGGER PANEL JOINTS.  \nLUMBER FRAMING  \n# 6.ANCHOR WALLS AND FLOORS TO FOUNDATION WALLS WITH34\"\n\nBLOCKING IN THE JOIS","cbCaiu69jXniA3A6","https://ap.wps.com/l/cbCaiu69jXniA3A6","pdf",13001326,22,"English","# GENERAL NOTES\n## DESIGN LOADS\n## SNOW LOADS\n## LEED REQUIREMENTS\n## CONCRETE\n## FOUNDATIONS\n## REINFORCING STEEL\n## STRUCTURAL STEEL\n## SHEATHING\n## LUMBER FRAMING\n## GLULAM BEAMS\n## ANCHORS AND ADHESIVES","[{\"question\":\"What design load considerations are included in the general notes?\",\"answer\":\"The notes include gravity loads with snow drift, seismic provisions, and associated velocity pressure assumptions used for snow-load calculations.\"},{\"question\":\"How are foundations specified to bear on substructure materials?\",\"answer\":\"Foundations are recommended to bear on treated timber piles with stated minimum dimensions and allowable axial and lateral loads per pile.\"},{\"question\":\"What are the key requirements for glulam beams and their installation?\",\"answer\":\"Glulam beams must be manufactured by an approved plant meeting CSA requirements, with shop drawings submitted for review; beams are also coordinated with structural concrete anchors and installed using specified drilling and Hilti injection adhesive procedures.\"}]","Structural Drawings - Structural Notes | PDF",1792795932,55]