[{"data":1,"prerenderedAt":-1},["ShallowReactive",2],{"detail-sidebar-cat-0-en-105":3,"doc-seo-663116-105":59,"doc-detail-663116-en":134},{"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":127,"head_meta":129,"extra_data":131,"updated_unix":133},105,"en","building-drawings-construction-engineering-plans","BUILDING DRAWINGS - Construction Engineering Plans","","Engineering plan set for a steel building envelope, providing design criteria, loading assumptions, lateral-force system basis, and structural member/connection guidance. Governing code is IBC 2021 with risk category II, wind and snow load parameters, soil bearing pressure, and seismic design category values. Includes component diagram notes, deflection limit targets for purlins, girts, wall panels, and typical member schedules for openings (doors and windows) with details for jambs, headers, and framing requirements. Provides construction package references and installation guidance.",{"@graph":69,"@context":126},[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/building-drawings-construction-engineering-plans/663116/",{"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/building-drawings-construction-engineering-plans/663116.png","ImageObject",300,407,{"name":92,"@type":93},"Dusta123","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-29","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":24},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118,122],{"name":109,"@type":110,"acceptedAnswer":111},"What governing code and risk category are used for the project design criteria?","Question",{"text":112,"@type":113},"The governing code is IBC 2021, and the risk category is II.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What wind and snow load parameters are specified?",{"text":117,"@type":113},"Wind enclosure is enclosed with a wind speed of 109 mph and exposure C. Ground snow load is 30 psf (Ct=1.2), roof snow load is listed as 25.2 psf.",{"name":119,"@type":110,"acceptedAnswer":120},"What deflection limits are stated for structural components?",{"text":121,"@type":113},"Purlins have a limit of L/150, girts L/90, eave wind columns L/120, and wall panels L/60 (STD).",{"name":123,"@type":110,"acceptedAnswer":124},"How is the wall opening schedule information organized and what door/window types are listed?",{"text":125,"@type":113},"The schedule lists doors and windows with width/height and type, including roll up doors, personnel doors, and windows, along with guidance for header girt, jamb members, and opening framing notes.","https://schema.org",{"og:url":83,"og:type":128,"og:title":65,"og:site_name":95,"og:description":67},"article",{"robots":130,"canonical":83},"index,follow",{"doc_id":132,"site_id":62},663116,1793225179,{"code":4,"msg":5,"data":135},{"doc_id":132,"user_id":136,"nickname":92,"user_avatar":137,"doc_module":4,"category_id":39,"category_name":40,"doc_title":65,"doc_description":67,"doc_content":138,"file_id":139,"file_url":140,"file_type":141,"file_size":142,"view_count":24,"is_deleted":4,"is_public":8,"is_downloadable":8,"audit_status":8,"page_count":143,"language":144,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":145,"faqs":146,"seo_title":147,"seo_description":67,"update_tm":133,"read_time":148},962093541925,"https://ap-avatar.wpscdn.com/davatar_085a072bc5b1113ac321206ff7593b45","| IMPORTANT: IN ADDITION TO THESE ENGINEERING PLANS (WHICH ALWAYS TAKE PRECEDENCE), YOU SHOULD HAVE THE FOLLOWING FROM ACT BUILDING SYSTEMS:\u003Cbr>-CONSTRUCTION PACKAGE\u003Cbr>-INSTALLATION MANUALS\u003Cbr>-CONSTRUCTION VIDEOS\u003Cbr>PLEASE CONTACT YOUR SALES REP IF YOU HAVE NOT RECEIVED THESE PRIOR TO STARTING CONSTRUCTION. |  |\n| --- | --- |\n|  |  |\n\n\n| PROJECT DESIGN CRITERIA |\n| --- |\n|  |\n| GOVERNING CODE: IBC 2021\u003Cbr>RISK CATEGORY: II\u003Cbr>ROOF DEAD LOAD: 3 psf\u003Cbr>ROOF COLLATERAL LOAD: 2 psf\u003Cbr>GROUND SNOW LOAD: 30 psf Ct = 1.2\u003Cbr>ROOF SNOW LOAD: 25.2 psf\u003Cbr>ROOF LIVE LOAD: 20 psf (REDUCIBLE)\u003Cbr>WIND ENCLOSURE: ENCLOSED\u003Cbr>WIND SPEED: 109 mph\u003Cbr>WIND EXPOSURE: C\u003Cbr>SOIL BEARING PRESSURE: 1500 psf\u003Cbr>Ss: 0.153 Sds: 0.163\u003Cbr>S1: 0.048 Sd1: 0.076\u003Cbr>SEISMIC DESIGN CATEGORY: AR=3, OMEGA=3, Cd=3\u003Cbr>WIND DESIGN OF LATERAL FORCE-RESISTING SYSTEMS IS BASED ON THE DIRECTIONAL DESIGN PROCEDURE OF ASCE 7-16, CHAPTER 27.\u003Cbr>SEISMIC DESIGN OF LATERAL FORCE-RESISTING SYSTEMS AREAS FOLLOWS:\u003Cbr>--TRANSVERSE & LONGITUDINAL: NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE (ASCE 7, TABLE:12. 2-1)\u003Cbr>DESIGN BASE SHEAR: IS SHOWN ON CALCULATION SHEET M2. |\n\n\n| COMPONENT DIAGRAM |\n| --- |\n|  |\n\n| | ZEE FLANGE\u003Cbr>|  |  | CHANNEL\u003Cbr>FLANGE\u003Cbr>|\n| --- | --- | --- | --- | --- |\n|  | STIFFENER | LIP | |  |\n| TYP. = TYPICAL U. N. O. = UNLESS NOTED OTHERWISE |  |  |  |  |\n\nDEFLECTION LIMITS  \nPURLINS: L/150  \n(STD)  \nGIRTS: L/90 (STD)  \nEW WIND COLUMNS: L/120 (STD)  \nWALL PANEL: L/60 (STD)  \nWALL OPENING SCHEDULE  \nDOOR  \n1-2  \n3  \n4-8  \nWIDTH HEIGHT TYPE  \n10'-0\" 10'-0\" ROLL UP DOOR  \n3'-7ï\" 7'-6\" PERSONNEL DOOR  \n4'-0\" 4'-0\" WINDOW  \nHEADER GIRT  \nSINGLE  \nSINGLE  \nSEE NOTE \\#4  \nJAMBS  \nC4X3.5 X16  \nCHN6X 2.57X14  \nNOTES:  \n1) JAMB MEMBERS SHOWN AS \"CHN\" ARE CHANNEL MEMBERS (WITHOUT STIFFENER LIPS) AND THOSE SHOWN AS \"C\" ARE CEE MEMBERS. FIRST NUMBER IS WEB DEPTH IN INCHES, SECOND NUMBER IS FLANGE WIDTH IN INCHES, AND THIRD NUMBER IS MATERIAL THICKNESS (GAUGE) .  \n2) SEE DETAILS J/9 AND K/9 FOR OPENING FRAMING INFORMATION.  \n3) SIZE OF HEADER GIRT MEMBER TO BE SAME AS SIDEWALL OR ENDWALL GIRT, AS APPROPRIATE, PER ELEVATIONS. AT WINDOWS, INSTALL HEADER GIRT SPECIFIED ABOVE AND BELOW WINDOWS, U. N. O.  \n4) AT OPENINGS NOTED, INSTEAD OF ATTACHING DOOR JAMBS TO HEADER GIRT PER DETAIL L1/10 ATTACH DOOR JAMBS TO UNDERSIDE OF EAVE PURLIN PER DETAIL L2/10 .  \n5) ALL OPENINGS AND ACCESSORIES SHALL BE CAPABLE OF SUPPORTING ALL WIND PRESSURES PERPENDICULAR TO THE SURFACE (GENERATED BY WINDS AT THE SPEED AND EXPOSURE INDICATED ABOVE) BY SPANNING BETWEEN THE JAMBS.  \nWEB  \nWEB  \nWEB  \n6/12/2026  \n\n|  |\n| --- |\n| Struc rt ural E ig neer ngineer ngi by:\u003Cbr>Ma B ilduild Eng iineer ngeer ng, LLLC\u003Cbr>Fun an a Innn , SC 9444 engsupport@actbull di gs s emgs s ms .coom |\n|  |\n| DISTRIBUTOR:\u003Cbr>ClearSpan\u003Cbr>JOB NAME:\u003Cbr>JOB ADDRESS: 7955721\u003Cbr>7298 Lake Rd E, Madison, OH 44057 Madison, OH 44057 |\n| DRAWN\u003Cbr>AO |\n| CHECKED\u003Cbr>KM |\n| DATE\u003Cbr>6/11/2026 |\n| JOB NO.\u003Cbr>ESOU1040322725 |\n| SHEET\u003Cbr>1\u003Cbr>OF\u003Cbr>14 |\n\nNOTE: USE ï\" X 3\" DEWALT 'SCREW-BOLT+'ANCHOR IN 3ï\" DEEP HOLES AT ANCHOR LOCATIONS PER BASE DETAIL F/9,  \nNOTE: SEE \"TYP. FRAME CROSS-SECTION\"DETAIL ON SHEET 12 FOR SPECIFIC FRAME DETAIL INFORMATION.  \nINSTALLED PER ICC REPORT ESR-3889, SECTION 4.3.  \n100'-0\" (SIDEWALL B)  \n\n| | |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- | --- |\n|  |  |  |  | |  |  | X-BRACING |\n\n| \u003Cbr>| \u003Cbr>| \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>|  | \u003Cbr>\u003Cbr>|  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n|  | \u003Cbr>1 |  | | | |  |\n|  | \u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>\u003Cbr>|  |  |  |  |  |\n|  |  |  |  | |  | |\n\n2  \n3  \nX-BRACING  \n1 3  \n1 FOUNDATION PLAN  \n1  \n2  \n3  \n4  \n5  \n6  \n7  \n8  \nA  \nD  \n1 4  \n1 3' -10\"  \nX-BRACING  \nX-BRACING  \n40' -0\" (ENDWALL A)  \n1 3' -10\" 1 2' -4\"  \n\n|  |\n| --- |\n| Struc rt ural E ig neer ngineer ngi by:\u003Cbr>Ma B ilduild Eng iineer ngeer ng, LLLC\u003Cbr>Fun an a Innn , SC 9444 engsupport@actbull di gs s emgs s ms .coom |\n|  |\n| DISTRIBUTOR:\u003Cbr>ClearSpan\u003Cbr>JOB NAME:\u003Cbr>JOB ADDRESS: 7955721\u003Cbr>7298 Lake","cbCaiuVXIYJ9a0gE","https://ap.wps.com/l/cbCaiuVXIYJ9a0gE","pdf",1851228,44,"English","# Project Design Criteria\n## Loads, Risk, and Design Codes\n## Deflection Limits and Component Notes\n## Wall Opening Schedule\n## Bracing and Foundation References","[{\"question\":\"What governing code and risk category are used for the project design criteria?\",\"answer\":\"The governing code is IBC 2021, and the risk category is II.\"},{\"question\":\"What wind and snow load parameters are specified?\",\"answer\":\"Wind enclosure is enclosed with a wind speed of 109 mph and exposure C. Ground snow load is 30 psf (Ct=1.2), roof snow load is listed as 25.2 psf.\"},{\"question\":\"What deflection limits are stated for structural components?\",\"answer\":\"Purlins have a limit of L/150, girts L/90, eave wind columns L/120, and wall panels L/60 (STD).\"},{\"question\":\"How is the wall opening schedule information organized and what door/window types are listed?\",\"answer\":\"The schedule lists doors and windows with width/height and type, including roll up doors, personnel doors, and windows, along with guidance for header girt, jamb members, and opening framing notes.\"}]","BUILDING DRAWINGS - Construction Engineering Plans | PDF",111]