[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-649751-105":59,"doc-detail-649751-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","gr7-type-sheet-w100-floor-plan","GR7 Type - Sheet - W100 - Floor Plan","","Architectural floor plan sheet detailing GR7 type building elevations and layout, including front, back, and side elevation scales at 1:100 and a floor plan scale at 1:100. Provides general notes and specifications covering pit excavation inspection, surface compaction to specified density, concrete mix proportions for 25MPa at 28 days, mortar ratios, brickwork requirements, roof sheeting and timber/ceiling treatment, metalwork priming, plumbing connections to soakaway, glazing specifications, painting and compliance references, and door/window schedule data with frame, leaf, lock, and ironmongery details.",{"@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/gr7-type-sheet-w100-floor-plan/649751/",{"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/gr7-type-sheet-w100-floor-plan/649751.png","ImageObject",300,407,{"name":92,"@type":93},"Riley West","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-24",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 scale is used for the GR7 floor plan and elevations?","Question",{"text":112,"@type":113},"The document lists the floor plan at 1:100 and each elevation (front, back, and side) also at 1:100.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What requirements are specified for pit excavation and related inspections?",{"text":117,"@type":113},"All stages of pit excavation must be inspected and approved by the engineer, and pit lining must be inspected by EnviroLoo Services before slab casting.",{"name":119,"@type":110,"acceptedAnswer":120},"What concrete strength and mix proportions are required?",{"text":121,"@type":113},"Concrete throughout construction should be 25 MPa at 28 days, using a mix proportion of 1:2:2 by volume (cement:sand:stone), with specified mass/volume equivalents provided.","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},649751,1792805772,{"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":8,"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":129,"read_time":81},1099523885074,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","1026  \n\n|  | |  |  | |\n| --- | --- | --- | --- | --- |\n| | | 914 | |  |\n\n5875  \nENTRANCE DOOR  \nGR7 TYPE:  \nFRONT ELEVATION:  \nSCALE 1:100  \nGR7 TYPE:  \nBACK ELEVATION:  \nSCALE 1:100  \nGR7 TYPE:  \nSIDE ELEVATION:  \nSCALE 1:100  \n1000 8470  \n220  \n220 910 110 910 110 910 110 910 110 910 110 910 110 910 220  \nD2 D2 D2 D2 D2 D2 D2  \nG1 D1 HWB HWB HWB HWB HWB D1  \n813 813  \n1000  \n1000  \n1000  \nNE7  \nNE7  \nNE7  \nGR7 TYPE:  \nFLOOR PLAN:  \nSCALE 1:100  \nG1  \nGENERAL  \nNOTES AND SPECIFICATIONS:  \n1.  \n2.  \n3.  \n4.  \n5.  \n5.  \nUse dimensions provided and do not scale drawing. All work to comply with SANS, PW371 and SABS.  \nAll dimensions, levels and positions to be verified on site prior to  construction.  \nAll concrete work to be as per Engineer's details and  specifications.  \nAll pits to face North.  \nAll brickwork have brickforce at every 2nd course in pit lining and  3rd course in superstructure.   \nPIT EXCAVATION  \n1. All stages of pit excavation to be inspected and approved by  Engineer and signed off.   \n2. All pit lining to be inspected by EnviroLoo Services before slab  casting.   \nCOMPACTION OF SURFACES  \nAll ground surfaces receiving concrete floors / slab should  be compacted to 150mm layers 93% ModAASHTO density before casting concrete.   \nCONCRETE WORKS  \n1. All concrete to be as per Engineer's details and specifications.  \n2. 25 MPa strength concrete to be used throughout construction: Trial  Concrete Mixes: Proportions Concrete Strenght at 28 Days 25Mpa:   \n1 : 2 : 2 (mix proportion by volume) 1 bag cement : 0.08m3 Sand :  0.09m3 Stone (Volume/Bag) 385 kg cement : 820 kg sand : 960 kg  stone (Mass/m3)  \n3. Pre-cast concrete lintols to be used as support under top slab of pit.  \n4. All concrete aprons to be 1000mm wide.. MORTAR  Mixed proportions to be: 1 cement : 3 sand (i.e.1 bag cement : 3  wheelbarrows (37 litres) sand)   \nBRICKWORK Sub-structure  \n1. All pit lining / foundation brickwork to be solid NFP clay brick.  \n2. All internal surface of pit lining to be painted with two coats black  expoxy paint installing Enviro-Loo units.  \nSuper-structure  \n1. All external walls / partitions to be of clay face brick to SABS quality.  \n2. All cubicle partition walls to be 3 courses above door height.  \n3. All brickwork above door openings should have brickforce on every course at least 3 courses.  \n4. Air bricks: Standard 230X152mm terra-colts vermin proofed lourvedair grating to be used above all window openings.   \nROOF SHEETING  \n1. 0. 6mm kliplock chromadek roof sheeting.   \nROOF TIMBER / CEILING  \n1. All roof timbers to be machined SABS treated wood with three coats of approved wood preservative.  \n2. Timber connections (Hurricane Clips) are required all  intercessions between timber rafters and purlins.  \n3. Sisalation is to be applied interval under all roof surfaces.   \nMETALWORK  \n1. All metalwork should be primed before installation.  \n2. All steel window should have 6x20mm flat bar burglar proofing.   \nPLUMBING  \n1. Double concrete wash trough to be used.  \n2. All wash troughs should be connected to the school's water supply  system and the waste water should be piped to a soakaway.  \n3. The soakaway should be as per Engineer's detail and position to be  determined on site.  \n4. Only 20mm and galvanised pipework should be used as connection from wall to the discharge points.   \nGLAZING  \n1. 6.28mm obscure safety glass  \n2. Stainless steel mirrors size 350x450mm high.   \nPAINTING  \n1. All paintwork to comply with SABS and PW371 specification.  \n2. All steel window and door frames including doors and fascia / barge boards to be discharge points.  \nTYPE D1:  \n2 OFF:  \n2064  \n2032  \nFRAME TYPE:  \nFRAME FINISH:  \nDOOR LEAF:  \nLEAF FINISH:  \nLOCK:  \nIRONMONGERY:  \nSINGLE REBATE STEEL FRAME TO FIT 220mm WALL (D1)  \nPRIME AND PAINT UNDERCOAT AND 2no.  \nFINISHING COATS IN GLOSS ENAMEL COLOUR TBC  \n44mm FRAMED LEDGED AND BRACED DOOR SIZE 813x2032mm INCLUDING EXTERNAL WEATHER BAR  \nUNDER COAT AND MINIMUM 2 COATS GLOSS ENA","cbCairYLfBpQQKsY","https://ap.wps.com/l/cbCairYLfBpQQKsY","pdf",1122678,"English","# General Notes and Specifications\n## Pit Excavation\n## Compaction of Surfaces\n## Concrete Works\n## Brickwork\n## Roof Sheeting and Timber/Ceiling\n## Metalwork, Plumbing, Glazing, Painting\n## Door and Window Schedule","[{\"question\":\"What scale is used for the GR7 floor plan and elevations?\",\"answer\":\"The document lists the floor plan at 1:100 and each elevation (front, back, and side) also at 1:100.\"},{\"question\":\"What requirements are specified for pit excavation and related inspections?\",\"answer\":\"All stages of pit excavation must be inspected and approved by the engineer, and pit lining must be inspected by EnviroLoo Services before slab casting.\"},{\"question\":\"What concrete strength and mix proportions are required?\",\"answer\":\"Concrete throughout construction should be 25 MPa at 28 days, using a mix proportion of 1:2:2 by volume (cement:sand:stone), with specified mass/volume equivalents provided.\"}]","GR7 Type - Sheet - W100 - Floor Plan | PDF"]