[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"doc-seo-651265-105":3,"doc-detail-651265-en":81,"detail-sidebar-cat-0-en-105":97},{"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","stn_struc-uhnbc-pharmacy_144320228_ifc","stn_struc-UHNBC-Pharmacy_144320228_IFC","","Design load and delegated design requirements for structural steel, MEP/architectural supplemental supports, and seismic restraints for a pharmacy project. Specifies superimposed dead equipment loads and climatic loads including snow, rain, hourly wind pressure, and seismic parameters with site class assumed as C. Requires construction and design to align with British Columbia Building Code 2018 and City of Prince George by-law 8922 (2018), with contractor coordination, shop drawing submittals, and controlled renovations respecting tie-in dimensions, reinforcement bar avoidance, and slab/core hole restrictions.",{"@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/healthcare/","Healthcare",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/stn_struc-uhnbc-pharmacy_144320228_ifc/651265/",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/stn_struc-uhnbc-pharmacy_144320228_ifc/651265.png","ImageObject",300,407,{"name":42,"@type":43},"xXChrisXx","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-11-08","2026-10-24",true,{"@type":52,"interactionType":53,"userInteractionCount":55},"InteractionCounter",{"@type":54},"ViewAction",5,{"@type":57,"mainEntity":58},"FAQPage",[59,65,69],{"name":60,"@type":61,"acceptedAnswer":62},"What design loads and parameters are specified for the project?","Question",{"text":63,"@type":64},"The document lists superimposed dead equipment loads and climatic loads for snow and rain, plus wind hourly pressure and seismic parameters including Sa values and PGA/PGV. It also states an importance factor and an assumed site class C.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"Which parts of the design are delegated to the contractor?",{"text":68,"@type":64},"Detailed design portions are delegated to the contractor, including structural steel connections, supplemental steel support for MEP/architectural elements, and seismic restraint for MEP/architectural elements and mechanical equipment. Shop drawings must be submitted under the responsible engineer’s seal and signature.",{"name":70,"@type":61,"acceptedAnswer":71},"What restrictions apply to renovations involving openings and coring?",{"text":72,"@type":64},"Openings and core holes must not cut reinforcing bars and are prohibited through existing slab/slab bands. New openings or core holes must be clearly marked, reviewed by Stantec, and not proceeded with without review and acceptance. Contractor coordination and safety responsibilities are also emphasized.","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},651265,1792872820,{"code":4,"msg":82,"data":83},"success",{"doc_id":79,"user_id":84,"nickname":42,"user_avatar":85,"doc_module":4,"category_id":86,"category_name":29,"doc_title":10,"doc_description":12,"doc_content":87,"file_id":88,"file_url":89,"file_type":90,"file_size":91,"view_count":55,"is_deleted":4,"is_public":22,"is_downloadable":22,"audit_status":22,"page_count":30,"language":92,"language_code":8,"site_id":7,"html_lang":8,"table_of_contents":93,"faqs":94,"seo_title":95,"seo_description":12,"update_tm":80,"read_time":96,"preview_page_count":4},8796112263567,"https://ap-avatar.wpscdn.com/davatar_3d24733baf745e90a7e4bdd5f77d97b2",7,"| \u003CPick location in Project Information> | 4/9/2024 10 :35:00 AM | 1 2 3 4 5 D DESIGN LOADS\u003Cbr>1. DESIGN PARAMETERS:\u003Cbr>SUPERIMPOSED DEAD EQUIPMENT WEIGHT AS SHOWN\u003Cbr>LOAD:\u003Cbr>CLIMATIC DATA: SNOW LOAD (1/50), Ss = 4.3 kPa\u003Cbr>RAIN LOAD (1/50), Sr = 0.2 kPa\u003Cbr>IMPORTANCE FACTOR, Is = 1.25\u003Cbr>WIND: HOURLY WIND PRESSURE (1/50) = 0.37 kPa\u003Cbr>Iw = 1.25\u003Cbr>SEISMIC DATA: Sa(0 .2) = 0.113\u003Cbr>Sa(0 .5) = 0.089\u003Cbr>PGA = 0.049\u003Cbr>PGV = 0.079\u003Cbr>Ie = 1.5 (POST DISASTER)\u003Cbr>SITE CLASS = C (ASSUMED)\u003Cbr>SEISMIC LOAD HAS BEEN DETERMINED USING THE FOLLOWING FACTORS FOR ELEMENT OF STRUCTURES, NON-STRUCTURAL\u003Cbr>COMPONENTS AND EQUIPMENT: Cp = 1.0, Ar = 2 .5, Rp = 2.5\u003Cbr>2. THE DESIGN AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH BRITISH COLUMBIA BUILDING CODE 2018 AND CITY OF PRINCE GEORGE\u003Cbr>BY-LAW NO. 8922 (2018) AND REFERENCED STANDARDS WITHIN.\u003Cbr>DELEGATED DESIGN\u003Cbr>1. PORTIONS OF THE DETAILED DESIGN ARE DELEGATED TO THE CONTRACTOR. RETAIN A PROFESSIONAL ENGINEER REGISTERED IN THE PROVINCE OF BRITISH COLUMBIA TO COMPLETE THE DESIGN.\u003Cbr>2. SUBMIT SHOP DRAWINGS FOR COMPONENTS REQUIRING DELEGATED DESIGN UNDER THE SEAL AND SIGNATURE OF THE ENGINEER RESPONSIBLE FOR THE DESIGN.\u003Cbr>3. THE FOLLOWING COMPONENTS REQUIRE DELEGATED DESIGN:\u003Cbr>3.1 STRUCTURAL STEEL CONNECTIONS\u003Cbr>3.2 SUPPLEMENTAL SUPPORT STEEL FOR MEP/ARCH ELEMENTS, INCLUDING PIPE SUPPORTS, PLATFORMS, STAIRS, AND ANCHORAGES\u003Cbr>3.3 SEISMIC RESTRAINT FOR MEP/ARCH ELEMENTS\u003Cbr>3.4 SEISMIC RESTRAINT AND CONNECTION FOR MECHANICAL EQUIPMENT\u003Cbr>4. THE ENGINEER RESPONSIBLE FOR THE DESIGN IS ALSO RESPONSIBLE FOR REVIEW OF FABRICATION AND INSTALLATION OF THE COMPONENTS. UPON COMPLETION OF THE WORK, PROVIDE SCHEDULES S-B's AND S-C's TO THE ENGINEER OF RECORD.\u003Cbr>RENOVATIONS\u003Cbr>1. THE CONTRACT DOCUMENTS ARE BASED ON ASSUMED AS-BUILT DIMENSIONS FOR THE EXISTING BUILDING STRUCTURE AND ASSUMPTIONS IN ACCORDANCE WITH DETAILING AND PLACING PRACTICE. THESE ASSUMPTIONS MAY VARY FROM THE ACTUAL ON-SITE CONDITIONS. THE CONTRACTOR SHALL IMMEDIATELY INFORM THE CONSULTANT OF ANY ACTUAL VARIATIONS FROM THE ASSUMED CONDITIONS.\u003Cbr>2. MINOR MODIFICATIONS WILL BE REQUIRED TO THE WORK INDICATED ON THESE DRAWINGS TO REFLECT ACTUAL SITE CONDITIONS. THE CONTRACTOR WILL COOPERATE WITH THE CONSULTANT AND STANTEC IN THIS REGARD. MINOR MODIFICATIONS WILL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND WILL NOT RESULT IN A CHANGE IN THE CONTRACT PRICE.\u003Cbr>3. ENSURE THAT ALL NECESSARY JOB DIMENSIONS ARE TAKEN AND ALL TRADES ARE COORDINATED FOR THE PROPER EXECUTION OF THE WORK. THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR THE ACCURACY AND COMPLETENESS OF SUCH DIMENSIONS, AND FOR COORDINATION.\u003Cbr>4. PRIOR TO FABRICATION OF ANY STRUCTURAL MEMBERS, THE CONTRACTOR SHALL COMPLETE THIS SITE REVIEW OF CRITICAL \"TIE-IN\" DIMENSIONS AND CONFIRM ALL DIMENSIONS TO ENSURE PROPER FIT OF NEW WORK TO EXISTING. REPORT ANY DISCREPANCIES TO STANTEC PRIOR TO STARTING WORK.\u003Cbr>5. COMMENCEMENT OF CONSTRUCTION OR ANY PART THEREOF CONSTITUTES ACCEPTANCE OF EXISTING CONDITIONS AND MEANS DIMENSIONS AND ELEVATIONS HAVE BEEN CONSIDERED, VERIFIED AND ARE ACCEPTABLE.\u003Cbr>6. DO NOT INSTALL OPENINGS, SET INSERTS, DRILL OR ATTACH TO THE STRUCTURAL BUILDING COMPONENTS, EXCEPT AS NOTED ON THE STRUCTURAL DRAWINGS, WITHOUT WRITTEN CONSENT OF THE STRUCTURAL ENGINEER.\u003Cbr>7. UNLESS NOTED OTHERWISE ON THE STRUCTURAL DRAWINGS, THE CORING OR CUTTING OF OPENINGS AND HOLES SHOWN ON THE STRUCTURAL DRAWINGS\u003Cbr>THROUGH THE EXISTING STRUCTURE SHALL NOT CUT ANY REINFORCING BARS. THE CONTRACTOR SHALL LOCATE THE POSITION OF EXISTING REINFORCING BARS IN THE VICINITY OF THE HOLES AND SLEEVES TO BE CUT OR CORED, AND THE HOLES AND SLEEVES SHALL BE LOCATED TO AVOID CUTTING OF\u003Cbr>REINFORCING BARS. WHERE THIS IS NOT POSSIBLE, IT SHALL BE REPORTED TO STANTEC FOR REVIEW.\u003Cbr>8. NO OPENINGS OR CORE HOLES WILL BE PERMITTED THROUGH EXISTING SLAB / SLAB BANDS.\u003Cbr>9. NEW OPENINGS OR HOLES TO BE CUT OR CORED THROUGH EXISTING FLOOR SLAB OR WALLS SHALL BE CLEARLY MARKED OUT BY THE CONTRACTOR","cbCaipZTwtpx7yYk","https://ap.wps.com/l/cbCaipZTwtpx7yYk","pdf",849709,"English","# Design Loads\n## Design Parameters\n# Delegated Design\n## Scope and Submittals\n# Renovations\n## Assumed Dimensions and Site Review\n## Openings, Coring, and Reinforcement Bar Control\n# Shop Drawings\n## Submittal Requirements","[{\"question\":\"What design loads and parameters are specified for the project?\",\"answer\":\"The document lists superimposed dead equipment loads and climatic loads for snow and rain, plus wind hourly pressure and seismic parameters including Sa values and PGA/PGV. It also states an importance factor and an assumed site class C.\"},{\"question\":\"Which parts of the design are delegated to the contractor?\",\"answer\":\"Detailed design portions are delegated to the contractor, including structural steel connections, supplemental steel support for MEP/architectural elements, and seismic restraint for MEP/architectural elements and mechanical equipment. Shop drawings must be submitted under the responsible engineer’s seal and signature.\"},{\"question\":\"What restrictions apply to renovations involving openings and coring?\",\"answer\":\"Openings and core holes must not cut reinforcing bars and are prohibited through existing slab/slab bands. New openings or core holes must be clearly marked, reviewed by Stantec, and not proceeded with without review and acceptance. Contractor coordination and safety responsibilities are also emphasized.\"}]","stn_struc-UHNBC-Pharmacy_144320228_IFC | PDF",8,{"code":4,"msg":82,"data":98},[99,103,107,111,115,120,123,127,132,135,139],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":100,"show_sort_weight":101,"slug":102},"Story & Novel",90,"story-novel",{"id":26,"doc_module":4,"doc_module_name":25,"category_name":104,"show_sort_weight":105,"slug":106},"Literature",80,"literature",{"id":33,"doc_module":4,"doc_module_name":25,"category_name":108,"show_sort_weight":109,"slug":110},"Exam",70,"exam",{"id":55,"doc_module":4,"doc_module_name":25,"category_name":112,"show_sort_weight":113,"slug":114},"Comic",60,"comic",{"id":116,"doc_module":4,"doc_module_name":25,"category_name":117,"show_sort_weight":118,"slug":119},6,"Technology",50,"technology",{"id":86,"doc_module":4,"doc_module_name":25,"category_name":29,"show_sort_weight":121,"slug":122},40,"healthcare",{"id":96,"doc_module":4,"doc_module_name":25,"category_name":124,"show_sort_weight":125,"slug":126},"Research & Report",30,"research-report",{"id":128,"doc_module":4,"doc_module_name":25,"category_name":129,"show_sort_weight":130,"slug":131},9,"Religion & Spirituality",20,"religion-spirituality",{"id":130,"doc_module":4,"doc_module_name":25,"category_name":133,"show_sort_weight":130,"slug":134},"World Cup","world-cup",{"id":136,"doc_module":4,"doc_module_name":25,"category_name":137,"show_sort_weight":136,"slug":138},10,"Lifestyle","lifestyle",{"id":140,"doc_module":4,"doc_module_name":25,"category_name":141,"show_sort_weight":55,"slug":142},19,"General","general"]