[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-648888-105":59,"doc-detail-648888-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-notes-foundation-and-concrete-notes","Structural Notes - Foundation and Concrete Notes","","Structural Notes and continuation content provide coordination and verification requirements for contractors, including handling of discrepancies, waterproofing timing, and backfill sequencing behind cantilevered and restrained retaining walls. The document specifies typical construction detail applicability, trade-name equivalence, standards, and geotechnical certifications prior to foundation work. It defines concrete requirements such as minimum 4500 psi compressive strength at 28 days, normal weight criteria, water-cement ratio limits, ASTM material standards, special inspections, live loads, testing procedures, placement quality, and workmanship warranty.",{"@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-notes-foundation-and-concrete-notes/648888/",{"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-notes-foundation-and-concrete-notes/648888.png","ImageObject",300,407,{"name":92,"@type":93},"Jasmine","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-26","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 coordination and discrepancy steps must the contractor follow?","Question",{"text":112,"@type":113},"The contractor must verify all dimensions and site conditions, coordinate all work and materials, and inform the engineer in writing about discrepancies or omissions that do not conform to codes or requirements. The engineer then issues instructions to all concerned.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"When can backfill be placed behind retaining walls?",{"text":117,"@type":113},"Backfill must not be placed behind cantilevered retaining walls until at least 7 days after completion of wall construction. Backfill behind restrained walls must not be placed until walls are supported by restraining elements, and partial backfilling may begin only after instructions from the Engineer of Record.",{"name":119,"@type":110,"acceptedAnswer":120},"What are the key concrete requirements for strength and materials?",{"text":121,"@type":113},"Concrete must meet a minimum ultimate compressive strength of 4500 psi at 28 days unless noted otherwise, with a maximum water-cementitious material ratio of 0.45. Cement must conform to ASTM C150-09 Type V and aggregate to ASTM C33-08, with mix design supported by approved testing.","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},648888,1792978536,{"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":14,"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":144,"read_time":145},2336478487870,"https://ap-avatar.wpscdn.com/davatar_085a072bc5b1113ac321206ff7593b45","GENERAL STRUCTURAL NOTES,  \nFOUNDATION NOTES CONTD. ,  \n1. Coordination: The Contractor shall verify all dimensions and conditions at   \nthe job site and shall be responsible for coordination of all work and  \nmaterials including those furnished by subcontractors. 1. Backfill: Back fill shall not be placed behind cantilevered retaining walls until  \nat least 7 days after completion of wall construction. Backfill shall .nQ1 be  \n2. Discrepancies: The Contractor shall inform the Engineer in writing, of any placed until ofter completion and inspection of waterproofing where  \ndiscrepancies or omissions noted on the drawings that do not conform to waterproofing occurs. Backfill behind restrained walls shall  not be placed  \ncodes, rules and regulations. Upon receipt of such information, the Engineer until after the walls are supported by the restraining elements unless shown  \nwill send instructions to all concerned. Any such discrepancy, omission, or or noted otherwise. Do not proceed with backfill until (7) days as a  \nvariation not reported shall be the responsibility of the contractor. minimum after the completion of interior floor systems unless restrained  \nwalls are adequately braced.  \n3. Typical Details and Notes on the SN and ST sheets shall apply unless  \nspecifically shown or noted otherwise. Construction details not fully shown 1. Backfill: Partial backfilling of retaining walls may commence only with  \nor noted shall be similar to details shown for similar conditions. All written direction from the Engineer of Record (EOR) .  \nconstruction work shall comply with all applicable building codes, regulations  \nand safety requirements. 2. Waterproofing: All retaining walls of the building shall be waterproofed in  \naccordance with approved Architectural Drawings and Specifications.  \n4. Trade Names: Where an item is identified by a trade name the suffix \"or  \napproved equivalent\" shall be implied unless specifically noted otherwise. 3. Inspections: A Geotechnicol Engineer shall certify in writing the adequacy of  \nsoil beneath foundations prior to placement of forms or reinforcing. A  \n5. Standards: Except where more stringent requirements are noted or shown in Geotechnical Engineer or his authorized representative shall inspect all  \nthe plans or specifications, all phases of work shall conform to the subgrade preparation prior to the placement of any reinforcing steel or  \nminimum standards of the 2019 CBC adopted by the City of Newport concrete and shall perform test as necessary to verify that such work is in  \nBeach. conformance with the recommendations given in the soils report or building  \ncode.  \n6. Building Live Loads:  \nRoof - 20 psf**  \nFloor - 40 psf*  \nDeck - 60 psf*  \nCONCRETE NOTES,  \nSolar - 5 psf ( where occurs)  \n*Reducible depending upon tributary area  \n1. Compressive Strength: The minimum ultimate compressive strength of all  \n**Reducible depending upon tributary area, and slope  \nconcrete shall be 4500 psi min at 28 days, unless noted otherwise. Refer to plans and table below for the design strength of concrete for specific  \n7. Inspection: Wherever special and/or continuous inspection is called for in structural elements. Design of mixes shall be by on approved testing  \nthese notes or the building codes, such inspection shall be performed by a laboratory and signed by a registered engineer.  \nTesting Laboratory employed by the owner. Job site visits by the Engineer  \nshall not constitute an official inspection. 2. Weight: All concrete shall be \"normal weight\" unless noted otherwise.  \n8. Other Trades: See architectural and consultant drawings for size and 3. Concrete shall have a maximum water-cementitious material ratio, by  \nlocation of pipe, other openings, anchor bolt requirements for equipment weight, of 0.45  \nand other details not shown on these structural drawings. All dimensions  \nare to be checked and verified with the architectural drawings. 4. Cement: Cement shall conform to the ASTM C","cbCaiaGl7O2pjEgS","https://ap.wps.com/l/cbCaiaGl7O2pjEgS","pdf",9195603,29,"English","# General Structural Notes\n# Foundation Notes (Continued)\n## Coordination and Discrepancies\n## Backfill and Waterproofing\n## Standards and Live Loads\n# Concrete Notes\n## Compressive Strength and Weight\n## Cement and Aggregate Standards\n## Inspections, Testing, and Placement Quality\n## Warranty and Other Requirements","[{\"question\":\"What coordination and discrepancy steps must the contractor follow?\",\"answer\":\"The contractor must verify all dimensions and site conditions, coordinate all work and materials, and inform the engineer in writing about discrepancies or omissions that do not conform to codes or requirements. The engineer then issues instructions to all concerned.\"},{\"question\":\"When can backfill be placed behind retaining walls?\",\"answer\":\"Backfill must not be placed behind cantilevered retaining walls until at least 7 days after completion of wall construction. Backfill behind restrained walls must not be placed until walls are supported by restraining elements, and partial backfilling may begin only after instructions from the Engineer of Record.\"},{\"question\":\"What are the key concrete requirements for strength and materials?\",\"answer\":\"Concrete must meet a minimum ultimate compressive strength of 4500 psi at 28 days unless noted otherwise, with a maximum water-cementitious material ratio of 0.45. Cement must conform to ASTM C150-09 Type V and aggregate to ASTM C33-08, with mix design supported by approved testing.\"}]","Structural Notes - Foundation and Concrete Notes | PDF",1792795907,73]