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They specify compliance with relevant SAA/NZS codes, outline references to architectural drawings for block wall thickness and slab falls, and provide design basis elements including durability exposure classification, live load design per NZS 4203, wind load per AS 1170 Part 2, and earthquake design per NZ 4203:1992 with Z=0.9.",{"@graph":14,"@context":73},[15,34,56],{"@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/structural-drawings-structural-general-notes-g1-g10/664966/",4,{"url":32,"name":10,"@type":35,"image":36,"author":41,"headline":10,"publisher":44,"fileFormat":47,"inLanguage":8,"description":12,"dateModified":48,"datePublished":49,"encodingFormat":47,"isAccessibleForFree":50,"interactionStatistic":51},"DigitalDocument",{"url":37,"@type":38,"width":39,"height":40},"https://docshare.wps.com/thumbnails/structural-drawings-structural-general-notes-g1-g10/664966.png","ImageObject",300,407,{"name":42,"@type":43},"McQueen","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-29",true,{"@type":52,"interactionType":53,"userInteractionCount":55},"InteractionCounter",{"@type":54},"ViewAction",6,{"@type":57,"mainEntity":58},"FAQPage",[59,65,69],{"name":60,"@type":61,"acceptedAnswer":62},"How should the structural drawings be used with other project documents?","Question",{"text":63,"@type":64},"Read the structural drawings together with architectural and other consultants’ drawings, specifications, and any written instructions issued during the contract. Any discrepancy must be referred to the Superintendent for decision before proceeding.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"What are the rules for dimensions and levels on the structural drawings?",{"text":68,"@type":64},"All dimensions are in millimetres and must not be obtained by scaling the drawings. Levels shown are to the top of structural concrete or structural steelwork unless noted otherwise.",{"name":70,"@type":61,"acceptedAnswer":71},"Which standards govern live, wind, and earthquake load design?",{"text":72,"@type":64},"Live loads are designed in accordance with NZS 4203. Wind load follows AS 1170 Part 2. Earthquake loads follow NZ 4203:1992 with a zone factor Z = 0.9.","https://schema.org",{"og:url":32,"og:type":75,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":77,"canonical":32},"index,follow",{"doc_id":79,"site_id":7},664966,1793283145,{"code":4,"msg":82,"data":83},"success",[84,88,92,96,101,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":85,"show_sort_weight":86,"slug":87},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":89,"show_sort_weight":90,"slug":91},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":93,"show_sort_weight":94,"slug":95},"Exam",70,"exam",{"id":97,"doc_module":4,"doc_module_name":25,"category_name":98,"show_sort_weight":99,"slug":100},5,"Comic",60,"comic",{"id":55,"doc_module":4,"doc_module_name":25,"category_name":102,"show_sort_weight":103,"slug":104},"Technology",50,"technology",{"id":106,"doc_module":4,"doc_module_name":25,"category_name":107,"show_sort_weight":108,"slug":109},7,"Healthcare",40,"healthcare",{"id":111,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":112,"slug":113},8,30,"research-report",{"id":115,"doc_module":4,"doc_module_name":25,"category_name":116,"show_sort_weight":117,"slug":118},9,"Religion & Spirituality",20,"religion-spirituality",{"id":117,"doc_module":4,"doc_module_name":25,"category_name":120,"show_sort_weight":117,"slug":121},"World Cup","world-cup",{"id":123,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":123,"slug":125},10,"Lifestyle","lifestyle",{"id":127,"doc_module":4,"doc_module_name":25,"category_name":128,"show_sort_weight":97,"slug":129},19,"General","general",{"code":4,"msg":82,"data":131},{"doc_id":79,"user_id":132,"nickname":42,"user_avatar":133,"doc_module":4,"category_id":111,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":134,"file_id":135,"file_url":136,"file_type":137,"file_size":138,"view_count":55,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":55,"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":80,"read_time":143},5909890329169,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","GENERAL  \nG1 .  \nThese drawings shall be read in conjunction with all Architectural and other Consultants' drawings, Specifications and with such other written instructions as may be issued during the course of the Contract. Any discrepancy shall be referred to the Superintendent for decision before proceeding with the work.  \nG2 .  \nAll dimensions are in millimetres. Dimensions shall NOT be obtained by scaling the Structural Drawings. Levels shown on the Structural Dwgs are to the top of structural conc. or structural steelwork unless noted otherwise.  \nG3 .  \nSetting out dimensions shown on the drawings shall be verified by the Builder.  \nG4 .  \nDuring construction the structure shall be maintained in a stable condition & no part shall be overstressed. Temporary bracing shall be provided by the Builder as required.  \nG5 .  \nAll workmanship and materials shall be in accordance with the requirements of the SAA and NZS Codes and the By-Laws and ordinances of the relevant building authorities.  \nG6 .  \nRefer to Architectural Drawings for block wall thicknesses where not mentioned on these Dwgs & for falls in slabs, extra packings, waterproofing membranes, contraction joint filling materials and all other architectural features such as drip grooves, pour breaks in off-form concrete, fillets and the like.  \nG7 .  \nThe structural work shown on these dwgs has been designed for the following exposure classification for durability.  \n\n| ELEMENT | FIRE-RESISTANCE RATING |\n| --- | --- |\n|  |  |\n\nG8 .  \nThe structural work shown on these dwgs has been designed for the following live loads in accordance with NZS 4203.  \n\n| FLOOR USAGE | LIVE LOAD (Kpa) |\n| --- | --- |\n|  |  |\n\nNOTE:  \nA superimposed dead load of 1.0kPa has been allowed for partitions & services.  \nG9 .  \nThe structural work shown on these drawings has been designed for the follwing wind load in accordance with AS 1170 Part 2.  \n\n| BASIC WIND VELOCITY | TERRAIN CATEGORY |\n| --- | --- |\n| 57m/s | Vp = 2 |\n\nG10 .  \nThe structural work shown on these dwgs has been designed for Earthquake loads in accordance with NZ 4203:1992 with Zone factor Z = 0.9.  \nFOUNDATION  \nF1 .  \nFootings have been designed for an allowable intensity or bearing pressure of:  \n\n| ELEMENT | STRATA | BEARING PRESSURE |\n| --- | --- | --- |\n| ALL | NATURAL GROUND | 150 kPa |\n\nCONCRETE  \nC1 .  \nAll workmanship and materials shall be in accordance with NZS 3109 PART 1 current edition with amendments, except where varied by the Contract Documents.  \nC2 . Concrete Quality:-  \n\n| ELEMENT | SLUMP | CONC. TYPE | MAX. AGG. SIZE | MIN. CONC.\u003Cbr>STRENGTH F'c MPa |\n| --- | --- | --- | --- | --- |\n| Footings | 80 | A | 20 | 25 MPa |\n| Slabs on grd. | 80 | A | 20 | 25 MPa |\n| Columns | 80 | A | 20 | 30 MPa |\n| Suspended flr. | 80 | A | 20 | 30 MPa |\n\nC3 .  \nClear concrete cover to reinforcement shall be as indicated on drawings or the table below (U. N.O)  \nSLAB SYMBOL  \n150  \n20  \n150  \n-Denotes slab thickness  \n-Denotes cover to T.& B reinf.  \n-Denotes slab thickness  \n-Denotes cover to top reinf.  \n-Denotes cover to btm. reinf.  \nCONCRETE CONT.  \nRefer to slab notes for general slab thickness and covers. This symbol applies elsewhere.  \n\n| ELEMENT |  | CONCRETE COVER |  |  |\n| --- | --- | --- | --- | --- |\n|  |  | Cast against\u003Cbr>& exposed to earth | Exposed\u003Cbr>to earth or weather | Not exposed to weather or earth |\n| a) Pad footings |  | 75 | - | - |\n| b) Strip footings |  | 75 | - | - |\n| c) | Slabs, walls, & ribs 20mm bars or wire and smaller | 75 | 35 | 20 |\n| d) Longitudinal reinf. |  | 80 | 50 | 40 |\n| Beams Ties and stirrups |  | 65 | 40 | 25 |\n| e) Longitudinal reinf. |  | 80 | 50 | 40 |\n| Columns Ties and stirrups |  | 65 | 40 | 25 |\n\nC4 .  \nSizes of conc. elements do not include thkness of applied finishes.  \nC5 .  \nConstruction joints where shown on the Structural Dwgs shall be well scabbled and painted with epoxy prior to pouring of fresh conc.  \nC6 .  \nConstruction joints where not shown shall be locat","cbCaimQ7XV7cooFV","https://ap.wps.com/l/cbCaimQ7XV7cooFV","pdf",748596,"English","# General Notes\n## G1 Coordination and discrepancies\n## G2 Dimensions and levels\n## G3 Verification by the builder\n## G4 Construction stability and bracing\n## G5 Code compliance\n## G6 Architectural references for thickness and slab details\n## G7 Durability exposure classification\n## G8 Live loads per NZS 4203\n## G9 Wind loads per AS 1170 Part 2\n## G10 Earthquake loads per NZ 4203:1992\n# Foundation\n# Concrete\n# Reinforcement","[{\"question\":\"How should the structural drawings be used with other project documents?\",\"answer\":\"Read the structural drawings together with architectural and other consultants’ drawings, specifications, and any written instructions issued during the contract. Any discrepancy must be referred to the Superintendent for decision before proceeding.\"},{\"question\":\"What are the rules for dimensions and levels on the structural drawings?\",\"answer\":\"All dimensions are in millimetres and must not be obtained by scaling the drawings. Levels shown are to the top of structural concrete or structural steelwork unless noted otherwise.\"},{\"question\":\"Which standards govern live, wind, and earthquake load design?\",\"answer\":\"Live loads are designed in accordance with NZS 4203. Wind load follows AS 1170 Part 2. Earthquake loads follow NZ 4203:1992 with a zone factor Z = 0.9.\"}]","STRUCTURAL DRAWINGS - Structural General Notes (G1-G10) | PDF",15]