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Includes key plan references for B2 and T2 layers, roof-level plan notation at 944.000, and scale guidance (e.g., 1:100, 1:500, 1:50). Provides multiple “HOLE TRIM DETAIL” sheets (A–D) with specified bar sets, links, and UBARS, plus typical rebate and section 1-1 views. Drawing notes define reading requirements, level assumptions, and abbreviation expansions.",{"@graph":69,"@context":116},[70,84,99],{"@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/reservoir-rc-reinforcement-and-hole-trim-details/651153/",{"url":83,"name":65,"@type":85,"author":86,"headline":65,"publisher":89,"fileFormat":92,"inLanguage":63,"description":67,"dateModified":93,"datePublished":93,"encodingFormat":92,"isAccessibleForFree":94,"interactionStatistic":95},"DigitalDocument",{"name":87,"@type":88},"Riley West","Person",{"url":74,"name":90,"@type":91},"DocShare","Organization","application/pdf","2026-10-24",true,{"@type":96,"interactionType":97,"userInteractionCount":4},"InteractionCounter",{"@type":98},"ViewAction",{"@type":100,"mainEntity":101},"FAQPage",[102,108,112],{"name":103,"@type":104,"acceptedAnswer":105},"What is included in the reinforcement listings for APT, AS, and B layers?","Question",{"text":106,"@type":107},"The document lists specific rebar types and counts using callouts like C16/C20/C25 with spacing and layer tags (e.g., APT1, AS T2, AP B1/B2). It also shows quantities for different zones within the plan/section layout.","Answer",{"name":109,"@type":104,"acceptedAnswer":110},"Where are the hole trim details located and how are they referenced?",{"text":111,"@type":107},"Hole trim details are presented as separate “HOLE TRIM DETAIL” sheets labeled A, B, C, and D. Each detail includes a scale (notably 1:50) and the specified reinforcement components for that hole condition.",{"name":113,"@type":104,"acceptedAnswer":114},"What general drawing notes and abbreviations does the document provide?",{"text":115,"@type":107},"The notes instruct reading the drawing with relevant architects/services/mechanical drawings and state that levels are structural unless noted otherwise. It also includes a reference that bending schedule sheets 1–16 contain the reinforcement list, along with expanded abbreviation definitions (e.g., B, B1/B2, T, NF/FF/EF/IF, AP/AS/UB, and bar position terms).","https://schema.org",{"og:url":83,"og:type":118,"og:title":65,"og:site_name":90,"og:description":67},"article",{"robots":120,"canonical":83},"index,follow",{"doc_id":122,"site_id":62},651153,1792866187,{"code":4,"msg":5,"data":125},{"doc_id":122,"user_id":126,"nickname":87,"user_avatar":127,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":128,"file_id":129,"file_url":130,"file_type":131,"file_size":132,"view_count":4,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":8,"language":133,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":134,"faqs":135,"seo_title":136,"seo_description":67,"update_tm":123,"read_time":81},1099523885074,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","| \u003Cbr>3\u003Cbr>5 C25-13(a~e)-150 + 4 C25-14(a~d)-150 APT1\u003Cbr>14 C25-15(a~p)-150 +\u003Cbr>10 C25-17(a~e)-150 + 10 C25-18(a~e)-150 APT1\u003Cbr>\u003Cbr>\u003Cbr>25 C16-52(a~e)-150 +\u003Cbr>25 C16-53(a~f)-150 AP T2\u003Cbr>25 C16-52(a~e)-150 +\u003Cbr>25 C16-53(a~f)-150 AP B2\u003Cbr>128 C16-51-150 AS T2\u003Cbr>128 C16-50-150 AS B2\u003Cbr>23 C16-54(a~s)-150 +\u003Cbr>22 C16-55(a~s)-150 AP T2\u003Cbr>23 C16-54(a~s)-150 +\u003Cbr>22 C16-55(a~s)-150 AP B2\u003Cbr>95 C16-56-150 AS T2\u003Cbr>95 C16-56-150 AS B2 (DISPLACED AT HOLE)\u003Cbr>13 C16-57(a~n)-150 +\u003Cbr>13 C16-58(a~n)-150 AP T2\u003Cbr>13 C16-57(a~n)-150 +\u003Cbr>13 C16-58(a~n)-150 AP B2\u003Cbr>6 C16-59(a~f)-150 T2\u003Cbr>6 C16-59(a~f)-150 B2\u003Cbr>1\u003Cbr>-\u003Cbr>122 C16-60-150 AS T2\u003Cbr>122 C16-60-150 AS B2\u003Cbr>13 C16-61(a~n)-150 +\u003Cbr>13 C16-62(a~n)-150 AP T2\u003Cbr>13 C16-61(a~n)-150 +\u003Cbr>13 C16-62(a~n)-150 AP B2\u003Cbr>95 C16-56-150 AS T2\u003Cbr>95 C16-56-150 AS B2 (DISPLACED AT HOLE)\u003Cbr>23 C16-63(a~s)-150 +\u003Cbr>23 C16-64(a~s)-150 AP T2\u003Cbr>23 C16-63(a~s)-150 +\u003Cbr>23 C16-64(a~s)-150 AP B2\u003Cbr>25 C16-65(a~f)-150 +\u003Cbr>25 C16-66(a~f)-150 AP T2\u003Cbr>25 C16-65(a~f)-150 +\u003Cbr>25 C16-66(a~f)-150 AP B2\u003Cbr>102 C16-51-150 AS T2\u003Cbr>102 C16-50-150 AS B2\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>(37)\u003Cbr>33 C25-0 1(a~j )-150 + 32 C25-02(a~j )-150 APT1\u003Cbr>60 C20-25-150 +\u003Cbr>61 C20-26-150 AP B1\u003Cbr>65 C25-06-150 AST1\u003Cbr>14 C25-07(a~p)-150 +\u003Cbr>102 C20-29-150 AS B1 ( D ISPLACED AT HOLE)\u003Cbr>4 C25-100-150 +\u003Cbr>3 C25-5 1-10 1 APT1\u003Cbr>2x6 C20-34-150 T1\u003Cbr>2x6 C20-34-150 B1\u003Cbr>115 C25-12-150 AST1\u003Cbr>3 C25-100-150 +\u003Cbr>4 C25-101-150 APT1\u003Cbr>102 C20-30-150 AS B1 ( D ISPLACED AT HOLE)\u003Cbr>10 C20-35(a~k)-150 + 10 C20-36(a~k)-150 AP B1\u003Cbr>14 C25-16(a~p)-150 APT1\u003Cbr>65 C25-06-150 AST1\u003Cbr>20 C25-05-150 AST1\u003Cbr>60 C20-25-150 +\u003Cbr>61 C20-26-150 AP B1\u003Cbr>51 C20-37(a~t )-150 + 51 C20-38(a~t )-150 AP B1\u003Cbr>33 C25-19(a~j )-150 + 32 C25-20(a~j )-150 APT1\u003Cbr>t .\u003Cbr>a .\u003Cbr>c . a .\u003Cbr>p .\u003Cbr>33 C25-1 15(a~j )-150 +\u003Cbr>32 C25-1 16(a~j )-150 APT1\u003Cbr>5 C25-1 13(a~c)-150 +\u003Cbr>5 C25-1 14(a~c)-150 APT1\u003Cbr>51 C20-104(a~t )-150 +\u003Cbr>51 C20-105(a~t )-150 AP B1\u003Cbr>47 C20-25-150 +\u003Cbr>48 C20-26-150 AP B1\u003Cbr>10 C25-1 19-150 AST1\u003Cbr>5 C25-120-150 +\u003Cbr>5 C25-121-150 APT1\u003Cbr>65 C25-06-150 AST1\u003Cbr>14 C25-07(a~p)-150 +\u003Cbr>14 C25-08(a~p)-150 APT1\u003Cbr>102 C20-29-150 AS B1 ( D ISPLACED AT HOLE)\u003Cbr>4 C25-100-150 +\u003Cbr>3 C25-5 1-10 1 APT1\u003Cbr>10 C20-106(a~k)-150 +\u003Cbr>10 C20-107(a~k)-150 AP B1\u003Cbr>6 C25-1 1(a~f)-150 T1 f.\u003Cbr>6 C20-33(a~f)-150 B1 2x6 C20-34-150 T1 2x6 C20-34-150 B1\u003Cbr>107 C25-12-150 AST1\u003Cbr>8 C25-1 10-150 AST1\u003Cbr>3 C25-100-150 +\u003Cbr>4 C25-101-150 APT1\u003Cbr>102 C20-30-150 AS B1 ( D ISPLACED AT HOLE)\u003Cbr>10 C20-108(a~k)-150 +\u003Cbr>10 C20-109(a~k)-150 AP B1\u003Cbr>14 C25-15(a~p)-150 +\u003Cbr>14 C25-16(a~p)-150 APT1\u003Cbr>65 C25-06-150 AST1\u003Cbr>5 C25-120-150 +\u003Cbr>5 C25-121-150 APT1\u003Cbr>10 C25-1 19-150 AST1\u003Cbr>47 C20-25-150 +\u003Cbr>48 C20-26-150 AP B1\u003Cbr>51 C20-102(a~t )-150 +\u003Cbr>51 C20-103(a~t )-150 AP B1\u003Cbr>5 C25-1 1 1(a~c)-150 +\u003Cbr>5 C25-1 12(a~c)-150 APT1\u003Cbr>33 C25-1 17(a~j )-150 +\u003Cbr>32 C25-1 18(a~j )-150 APT1\u003Cbr>\u003Cbr>\u003Cbr>~~ ~~~~ ~~  104  25  104\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr> PLAN AT ROOF LEVEL 944.000 (400thk) -\u003Cbr>SCALE 1:100\u003Cbr>\u003Cbr>3\u003Cbr>4\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>A\u003Cbr>\u003Cbr> KEY PLAN FOR B2 & T2 LAYERS-\u003Cbr>SCALE 1:500\u003Cbr>\u003Cbr>REINFORCEMENT REPEATS (2No. SCHEDULED)\u003Cbr>REINFORCEMENT AS DETAILED REFER TO PLAN\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>2x6 C20-503-6EF\u003Cbr>\u003Cbr> HOLE TRIM DETAIL B\u003Cbr>-\u003Cbr>SCALE 1:50-1 No.THUS, 1 No. HANDED\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>6 C20-507-150 UBARS\u003Cbr>6 C16-501-150 UBARS\u003Cbr>\u003Cbr>(3) (3)\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>6 C16-506-150 UBARS\u003Cbr>4 C20-502-2EF3\u003Cbr>\u003Cbr>4 C20-502-2EF3\u003Cbr> HOLE TRIM DETAIL C\u003Cbr>-\u003Cbr>SCALE 1:50-1 No.THUS, 1 No. HANDED\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>6 C16-500-150 UBARS\u003Cbr>6 C16-506-150 UBARS\u003Cbr>\u003Cbr>6 C16-500-150 UBARS\u003Cbr>6 C16-506-150 UBARS\u003Cbr>\u003Cbr>\u003Cbr>6 C16-511-150 LINKS\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>2x12 C20-509-12EF\u003Cbr>(3)\u003Cbr>(6)\u003Cbr>\u003Cbr>(3)\u003Cbr>2x6 C20-510-6EF\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr> HOLE TRIM DETAIL D\u003Cbr>-\u003Cbr>SCALE 1:50-1 No.THUS, 1 No. HANDED\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr> HOLE TRIM DETAIL A\u003Cbr>- SCALE 1:50-2 No.THUS\u003Cbr>\u003Cbr>\u003Cbr>507. 501.\u003Cbr>500.\u003Cbr>506.\u003Cbr>\u003Cbr>6 C16-501-150 UBARS\u003Cbr>\u003Cbr>\u003Cbr>4 ","cbCailHstxFMs54B","https://ap.wps.com/l/cbCailHstxFMs54B","pdf",251058,"English","# Plan at roof level 944.000\n## Key plan for B2 & T2 layers\n## Hole trim detail A\n## Hole trim detail B\n## Hole trim detail C\n## Hole trim detail D\n## Typical rebate detail\n## Section 1-1","[{\"question\":\"What is included in the reinforcement listings for APT, AS, and B layers?\",\"answer\":\"The document lists specific rebar types and counts using callouts like C16/C20/C25 with spacing and layer tags (e.g., APT1, AS T2, AP B1/B2). It also shows quantities for different zones within the plan/section layout.\"},{\"question\":\"Where are the hole trim details located and how are they referenced?\",\"answer\":\"Hole trim details are presented as separate “HOLE TRIM DETAIL” sheets labeled A, B, C, and D. Each detail includes a scale (notably 1:50) and the specified reinforcement components for that hole condition.\"},{\"question\":\"What general drawing notes and abbreviations does the document provide?\",\"answer\":\"The notes instruct reading the drawing with relevant architects/services/mechanical drawings and state that levels are structural unless noted otherwise. It also includes a reference that bending schedule sheets 1–16 contain the reinforcement list, along with expanded abbreviation definitions (e.g., B, B1/B2, T, NF/FF/EF/IF, AP/AS/UB, and bar position terms).\"}]","Reservoir - RC - Reinforcement and Hole Trim Details | PDF"]