[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-663053-105":3,"detail-sidebar-cat-0-en-105":81,"doc-detail-663053-en":130},{"code":4,"msg":5,"data":6},0,"ok",{"site_id":7,"language":8,"slug":9,"title":10,"keywords":11,"description":12,"schema_data":13,"social_meta":74,"head_meta":76,"extra_data":78,"updated_unix":80},105,"en","rondovel-construction-notes-and-specifications","RONDOVEL - Construction Notes and Specifications","","Construction and materials specifications for a building, covering trench excavation depth and foundation wall footings, hardcore filling and minimum concrete strength, mix design submission, reinforcement cover, and foundation level agreement with the engineer. Includes brickwork mortar class and reinforcement spacing, ground floor slab preparation and vegetation removal, DPC requirements, and construction joint timing. Provides drainage and plumbing requirements, plastering and paint systems, ceiling board installation, guttering and downpipe details, plus general compliance with NHBRC and S.A. standards and onsite verification instructions.",{"@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/rondovel-construction-notes-and-specifications/663053/",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/rondovel-construction-notes-and-specifications/663053.png","ImageObject",300,407,{"name":42,"@type":43},"Guten tag","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",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},"What are the minimum foundation excavation and footing requirements?","Question",{"text":63,"@type":64},"Trenches must be at least 700mm deep, and the foundation wall must rest on a 700x250mm foundation footing. A minimum 200mm hardcore filling is required, compacted before works proceed.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"What reinforcement and concrete strength requirements apply to the structure?",{"text":68,"@type":64},"All mass concrete must reach a minimum compressive strength of 20MPa, with reinforcement cover of 50mm. Reinforcement must be kept in position during concreting and plastic cover clips should be used. Reinforcement and excavations require engineer inspection and approval.",{"name":70,"@type":61,"acceptedAnswer":71},"What do the drainage and DPC requirements specify?",{"text":72,"@type":64},"DPC must be provided to all walls at floor level, under all windows vertically, and at any change of floor level, meeting SABS standards. Drains must comply with NHBRC regulations, include correct fall to achieve minimum slopes, use reseal traps, and ensure drains under the building are encased in concrete and do not carry load.","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},663053,1793224818,{"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":22,"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":30},687212321768,"https://ap-avatar.wpscdn.com/avatar/a0010bdbe886d2fe77?x-image-process=image/resize,m_fixed,w_180,h_180&k=1789897067658708522","| \u003Cbr>3 ~~ ~~E1L:~~ ~~1EV~~00~~ATION~~ ~~1~~ ~~\u003Cbr>\u003Cbr>\u003Cbr>4 ~~ ~~E1L:~~ ~~1EV~~00~~ATION~~ ~~2~~ ~~\u003Cbr>\u003Cbr>\u003Cbr>5 ~~ ~~E1L:~~ ~~1EV~~00~~ATION~~ ~~3~~ ~~\u003Cbr>\u003Cbr>\u003Cbr>6 ~~ ~~E1L:~~ ~~1EV~~00~~ATION~~ ~~4~~ ~~\u003Cbr>|  |  | FOUNDATIONS\u003Cbr>1. TRENCHES TO BE MINIMUM 700MM DEEP\u003Cbr>2. FOUNDATION WALL TO REST ON 700X250MM FOUNDATION FOOTING.\u003Cbr>3. BRICK REIFORCEMENT TO BE USED IN EVERY COURSE OF BRICKWORK UP DAMP PROOF MEMBRANE .\u003Cbr>4. MINIMUN OF 200MM HARDCORE FILLING TO BE FILLED AND COMPACTED\u003Cbr>5. ALL MASS CONCRETE TO HAVE MINIMUM COMPRESSIVE STRENGTH 20 Mpa\u003Cbr>6. PROPOSED MIX DESIGN IS TO BE SUBMITTED AND ACCEPTED BY THE ENGINEER PRIOR TO ANY CONCRETE BEING CAST.\u003Cbr>7. REINFORCEMENT COVER IS TO BE 50 mm 8. 50mm CONCRETE BLINDING.\u003Cbr>9. FOUNDATION LEVELS ARE TO BE AGREED WITH THE ENGINEER ON SITE .\u003Cbr>10.THE DESIGN ENGINEER IS TO BE NOTIFIED AND GIVEN THE OPPORTUBITY TO INSPECT THE EXCAVATIONS AND FIXED REINFORCEMENT PRIOR CONCRETING.\u003Cbr>BRICKWORK\u003Cbr>1. CLASS II CEMENT MORTAR\u003Cbr>2. WALL MUST BE REINFORCED EVERY THIRD COURSE.\u003Cbr>3. BRICK REIFORCEMENT TO BE USED IN EVERY THIRD COURSE UP TO FIRST FLOOR LINTOL LEVEL.\u003Cbr>4. BRICK REIFORCEMENT TO BE USED IN EVERY COURSE BETWEEN LINTEL LEVEL.\u003Cbr>5. BRICKS ARE TO BE HAVE A NOMINAL STRENGTH OF 7 MpA.\u003Cbr>GROUND FLOOR SLAB\u003Cbr>1. ALL VEGETION MATERIAL BELOW SLAB IS TO BE REMOVED.\u003Cbr>2. FILL MATERIAL FOR GRANULAR FILL BELOW BEARING SLAB IS TO BE (G7 OR BETTER MATERIAL ) ENGINEER TO CHECK AND APROVE PRIOR TO ANY CONCRETE BEING CAST.\u003Cbr>DPC\u003Cbr>1. DPC TO ALL WALLS AT FLOOR LEVEL , UNDER ALL WINDOWS VERTICAL, DPC TO ANY CHANGE OF FLOOR LEVEL, ALL DPC TO MEET SABS STANDARDS.\u003Cbr>CONSTRUCTION JOINTS\u003Cbr>1. SAW-CUT JOINTS IN GROUND FLOORS SLABS ARE TO BE CUT WITHIN 24HOURS OF POURING THE SLAB.\u003Cbr>GUTTERS AND DOWNPIPES\u003Cbr>1.150 X150 DOMESTIC GUTTERS\u003Cbr>2. GAL. S. I gutter with 75i Rx Wp fixd to wall.\u003Cbr>PLASTERING & WALLS\u003Cbr>1.ALL WALL SHALL BE PLASTERED 15mm THICK PLASTER WITH STEEL FLOAT FINISH INTERNALLY AND EXTERNALLY.\u003Cbr>2. INTERNAL EXTERNAL WALLS TO BE SMOOTH PLASTERED.\u003Cbr>3. PRIMED AND PAITED WITH HIGH-GRADE INTERNAL EXTERNAL PAINT.\u003Cbr>4. COLOUR AS PER CLIENT'S APPROVAL.\u003Cbr>PAINTWORK\u003Cbr>1. ALL WALLS SHALL BE PAINTED INTERNALLY WITH 1 UNIVERSAL ALKYD UNDERCOAT SEALER AND TWO COATS PVA ACRYLIC PAINT.\u003Cbr>CEILING \u003Cbr>1.ALL ROOMS TO HAVE CEILING, 4mm NuTEC BOARD PAINTED WITH ONE COATS OF WATER PAINT AND ONE COAT HIGH GRADE INTERNAL QUALITY PVA EMULSION PAINT COMPLETE WITH CORNICES ALONG THE WALL.\u003Cbr>2. 4MM BOARD NAILED TO BRANDERINGS 38X38 SA PINE GRADE 6) AT 400MM C/C OWNERS CHOICE.\u003Cbr>DRAINAGE NOTES\u003Cbr>1. REGISTERED PLUMBER AND DRAIN LAYER TO WORK TO STRICT CODES AND REGULATIONS OF LOCAL AUTHORITY.\u003Cbr>2. SOIL WATER DRAINS OF 100 PVC PITCH FIBRE PIPES LAID TO FALL 1:40\u003Cbr>3. WASTE PIPES TO BE FITTED WITH RESEAL TRAPS .\u003Cbr>4. DRAIN TO FALL MINIMUM 1;6 OVER FULL LENGHT WITH I. E 1200MM OF CONSEVANCY TANK CONNECTION.\u003Cbr>5.ALL DRAIN UNDER BUILDING TO BE ENCASED IN CONCRETE AND NOT CARRY LOAD.\u003Cbr>6. PROVIDE CLEARING AT EVERY CHANGE OF DIRECTION AND AT 20M STRAIGHT SEWER PIPES.\u003Cbr>7. PROVIDE INSPECTION PIPES TO BENDS AND JUNCTIONS MARKED COVER AT\u003Cbr>8. PROVIDE 50MM ANTI-SYPHON PIPES WHERE REQUIRED AND WHERE DROP EXCEED 1200MM.\u003Cbr>9. ALL 38MM WASTE FITTINGS TO HAVE HAVE RESEAL TRAP AND TO BE FULLY ACCESSIBLES INCLUDING ALL BENDS.\u003Cbr>10.ALL DRAINS TO COMPLY WITH NHBRC REGULATIONS.\u003Cbr>PATFORM CONSTRUCTION PROCEDUCE:\u003Cbr>1.SITE CLEARANCE OF ALL ORGANIC MAITERIAL ON FOOTPRINT\u003Cbr>2. EXCAVATE TO THE DEPTH SPECIFIED IN FOUNDATION DRAWING.\u003Cbr>3. CREATE PLATFORM TO UNDERSIDE OF FLOOR LEVEL.\u003Cbr>4. EXCAVATE FOOTING AND PLACE REINFORCEMENT.\u003Cbr>5.WET FOOTING TRENCHES AND PLATFORM BEFORE POURING CONCRETE.\u003Cbr>WINDOWS\u003Cbr>CHARCOAL ALLUMINIUM RANGE WINDOWS. WINDOW SIZE AS PER PLAN. |  |  |\n| --- | --- | --- | --- | --- | --- |\n|  |  |  |  | GENERAL NOTES\u003Cbr>1. ALL WORK TO COMPLY WITH THE NHBRC AND S.A. B.S 10400 STANDARDS.\u003Cbr>2. ALL EXCAVATIONS & REINFORCEMENT MUST BE INSPECTED AND APPROVED BY THE ENGINEER.\u003Cbr>3. CONCRETE COVER ","cbCailCSJTnWYebk","https://ap.wps.com/l/cbCailCSJTnWYebk","pdf",438759,"English","# Foundations\n## Brickwork\n## Ground Floor Slab\n## DPC\n## Construction Joints\n## Gutters and Downpipes\n## Plastering & Walls\n## Paintwork\n## Ceiling\n## Drainage Notes\n## Platform Construction Procedure\n## Windows\n# General Notes\n# Standards and Specifications","[{\"question\":\"What are the minimum foundation excavation and footing requirements?\",\"answer\":\"Trenches must be at least 700mm deep, and the foundation wall must rest on a 700x250mm foundation footing. A minimum 200mm hardcore filling is required, compacted before works proceed.\"},{\"question\":\"What reinforcement and concrete strength requirements apply to the structure?\",\"answer\":\"All mass concrete must reach a minimum compressive strength of 20MPa, with reinforcement cover of 50mm. Reinforcement must be kept in position during concreting and plastic cover clips should be used. Reinforcement and excavations require engineer inspection and approval.\"},{\"question\":\"What do the drainage and DPC requirements specify?\",\"answer\":\"DPC must be provided to all walls at floor level, under all windows vertically, and at any change of floor level, meeting SABS standards. Drains must comply with NHBRC regulations, include correct fall to achieve minimum slopes, use reseal traps, and ensure drains under the building are encased in concrete and do not carry load.\"}]","RONDOVEL - Construction Notes and Specifications | PDF"]