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The document defines roof, wind, earthquake, and snow load inputs, including wind pressure coefficients, seismic analysis methodology, response modification factors, and site class parameters. It also states coordination and conflict-resolution requirements with architectural, mechanical, electrical, and civil disciplines, and clarifies drawing conventions for existing vs. new construction linework and field verification responsibilities.",{"@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/rta_drawings_vol1-general-structural-notes-structural-design-loads-and-requirements/648758/",{"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/rta_drawings_vol1-general-structural-notes-structural-design-loads-and-requirements/648758.png","ImageObject",300,407,{"name":92,"@type":93},"AfterMidnight","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-24","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},"Which codes and standards govern structural design and construction in the document?","Question",{"text":112,"@type":113},"The notes require structural design and construction to comply with UFC 1-200-01, UFC 3-301-01, IBC 2018, ASCE 7-16, and multiple ACI, AISC, AISI, AWS, and industry steel-deck/joi st institute documents listed in the general requirements.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What live, wind, and snow load values are specified for design inputs?",{"text":117,"@type":113},"Live load is given as 20 PSF. The document provides design wind pressure parameters including risk category and exposure, plus ultimate and nominal wind speeds, and internal pressure coefficients. Ground snow load is stated as 5 PSF.",{"name":119,"@type":110,"acceptedAnswer":120},"How are seismic loads calculated and what key seismic parameters are used?",{"text":121,"@type":113},"The analysis procedure uses an equivalent lateral force method per ASCE 7 (12.8). It expresses base shear as V = Sds x W / (R/I), using dead load W, response modification factor R=3, seismic importance factor I=1.0, and specifies risk category and spectral response accelerations.","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},648758,1792876266,{"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},962090896061,"https://ap-avatar.wpscdn.com/davatar_9964176cb1d06d4a9deccf72a44ae3dc","| C:\\Users\\hooks_a\\Documents\\[20002-S_adam.hooks@ssainc.com.rvt](20002-S_adam.hooks@ssainc.com.rvt)[ ](20002-S_adam.hooks@ssainc.com.rvt)6/28/202 1 2 :40 : 55 PM | A B C D E F G H I\u003Cbr>GENERAL STRUCTURAL NOTES\u003Cbr>A.  GENERAL REQUIREMENTS\u003Cbr>1. STRUCTURAL DESIGN IS AND CONSTRUCTION MUST BE IN ACCORDANCE WITH THE FOLLOWING.\u003Cbr>UFC 1-200-01 GENERAL BUILDING REQUIREMENTS, 8 OCTOBER 2019\u003Cbr>UFC 3-301-01 STRUCTURAL ENGINEERING, 1 OCTOBER 2019\u003Cbr>IBC 2018 2018 INTERNATIONAL BUILDING CODE (AS MODIFIED BY UFC 3-301-01)\u003Cbr>ASCE 7-16 MINIMUM DESIGN LOADS AND ASSOCIATED CRITERIA FOR BUILDINGS AND OTHER STRUCTURES ACI 301-10 SPECIFICATIONS FOR STRUCTURAL CONCRETE\u003Cbr>ACI 315-99 DETAILS AND DETAILING OF CONCRETE REINFORCEMENT\u003Cbr>ACI 318-14 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE\u003Cbr>AISC 303-16 CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES\u003Cbr>AISC 360-16 SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS (15TH EDITION MANUAL, LRFD)\u003Cbr>AISI S100-12 NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL\u003Cbr>MEMBERS\u003Cbr>AWS D1 .1 AMERICAN WELDING SOCIETY, STRUCTURAL WELDING CODE-STEEL\u003Cbr>SJI 100-2015 STEEL JOIST INSTITUTE STANDARD SPECIFICATIONS, LOAD TABLES AND WEIGHT TABLES FOR\u003Cbr>STEEL JOISTS AND JOIST GIRDERS, 44TH EDITION\u003Cbr>SDI MANUAL STEEL DECK INSTITUTE, DESIGN MANUAL FOR COMPOSITE DECKS, FORM DECKS, AND ROOF\u003Cbr>DECKS\u003Cbr>2. DESIGN LOADS:\u003Cbr>ROOF LOADS\u003Cbr>SUPERIMPOSED DEAD LOAD: AS CALCULATED\u003Cbr>LIVE LOAD: 20 PSF\u003Cbr>WIND LOADS\u003Cbr>DESIGN WIND PRESSURE, p = qGCp\u003Cbr>RISK CATEGORY II, EXPOSURE C\u003Cbr>ULTIMATE DESIGN WIND SPEED (3-SEC. GUST): 107 MPH\u003Cbr>NOMINAL DESIGN WIND SPEED = 83 MPH\u003Cbr>INTERNAL PRESSURE COEFFICIENT: +/-0 .18\u003Cbr>EARTHQUAKE LOADS\u003Cbr>ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7, 12.8\u003Cbr>SEISMIC BASE SHEAR, V = Sds x W / (R/I)\u003Cbr>W = DEAD LOAD\u003Cbr>RESPONSE MODIFICATION FACTOR R=3\u003Cbr>STEEL SYSTEMS NOT SPECIFICALLY DETAILED FOR SEISMIC RESISTANCE\u003Cbr>SEISMIC IMPORTANCE FACTOR, I = 1.0\u003Cbr>RISK CATEGORY: II\u003Cbr>MAPPED SPECTRAL RESPONSE ACCELERATIONS: Ss = 0 .244g, S1 = 0 .093g\u003Cbr>SPECTRAL RESPONSE ACCELERATIONS: Sds = 0 .26g, Sd1 = 0 . 15g\u003Cbr>SITE CLASS: D\u003Cbr>SEISMIC DESIGN CATEGORY: C\u003Cbr>SNOW LOADS-GROUND SNOW LOAD = 5 PSF\u003Cbr>FUTURE LOADS-NONE\u003Cbr>3. THESE GENERAL NOTES APPLY TO ALL STRUCTURAL WORK EXCEPT WHERE THEY CONFLICT WITH DETAILS OR NOTES SPECIFICALLY SHOWN.\u003Cbr>4. RESOLVE CONFLICTS ON DRAWINGS AND SPECIFICATIONS WITH THE CONTRACTING OFFICER BEFORE PROCEEDING WITH CONSTRUCTION.\u003Cbr>5. THE STRUCTURAL DRAWINGS SHOW ONLY THE BASIC STRUCTURE. THEREFORE, REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND CIVIL DRAWINGS FOR NON-STRUCTURAL ITEMS WHICH REQUIRE SPECIAL PROVISIONS DURING CONSTRUCTION.\u003Cbr>6. TYPICAL CONDITIONS: WHERE A SECTION OR DETAIL IS SHOWN FOR ONE CONDITION, IT MUST APPLY TO ALL LIKE OR SIMILAR CONDITIONS EVEN THOUGH NOT SPECIFICALLY MARKED ON THE PLANS.\u003Cbr>7. REFER TO ARCHITECTURAL DRAWINGS FOR DIMENSIONS NOT SHOWN ON STRUCTURAL PLANS.\u003Cbr>8. REFER TO ARCHITECTURAL, MECHANICAL, PLUMBING, TELECOMMUNICATIONS, AND ELECTRICAL DRAWINGS FOR SLEEVES, OPENINGS, ANCHOR BOLTS AND INSERTS, EMBEDDED ITEMS OTHER THAN REINFORCING STEEL, AND ANCHORAGES FOR ATTACHMENT OF NON-STRUCTURAL ITEMS WHICH ARE NOT SHOWN ON STRUCTURAL DRAWINGS.\u003Cbr>9. THE SIZES AND LOCATIONS OF ALL EQUIPMENT FOUNDATIONS AND PADS, AND PENETRATIONS THROUGH THE STRUCTURE, MUST BE COORDINATED BY THE GENERAL CONTRACTOR WITH THE MECHANICAL, ELECTRICAL, TELECOMMUNICATIONS, AND PLUMBING CONTRACTORS.\u003Cbr>10. SIZES AND LOCATIONS OF PENETRATIONS SHOWN FOR UTILITIES ARE APPROXIMATE. COORDINATE NUMBER, SIZES, AND LOCATIONS OF OPENINGS WITH THE CORRESPONDING TRADES.\u003Cbr>11. REFER TO CIVIL DRAWINGS FOR UTILITY STRUCTURES, PAVEMENT, WALKS, AND OTHER\u003Cbr>STRUCTURES OUTSIDE THE BUILDING LINE NOT SHOWN ON STRUCTURAL DRAWINGS THAT REQUIRE\u003Cbr>REINFORCED CONCRETE WORK.\u003Cbr>12. THE CONTRACTOR MUST VERIFY ALL CONDITIONS AND DIMENSIONS OF EXISTING CONSTRUCTION PRIOR TO FABRICATION OF STRUCTURAL AND REINFORCING STEEL ITEMS ATTACHED ","cbCaibSlfSQ5H1Pd","https://ap.wps.com/l/cbCaibSlfSQ5H1Pd","pdf",41301724,215,"English","# GENERAL STRUCTURAL NOTES\n## GENERAL REQUIREMENTS\n## FOUNDATIONS AND SLABS-ON-GROUND","[{\"question\":\"Which codes and standards govern structural design and construction in the document?\",\"answer\":\"The notes require structural design and construction to comply with UFC 1-200-01, UFC 3-301-01, IBC 2018, ASCE 7-16, and multiple ACI, AISC, AISI, AWS, and industry steel-deck/joi st institute documents listed in the general requirements.\"},{\"question\":\"What live, wind, and snow load values are specified for design inputs?\",\"answer\":\"Live load is given as 20 PSF. The document provides design wind pressure parameters including risk category and exposure, plus ultimate and nominal wind speeds, and internal pressure coefficients. Ground snow load is stated as 5 PSF.\"},{\"question\":\"How are seismic loads calculated and what key seismic parameters are used?\",\"answer\":\"The analysis procedure uses an equivalent lateral force method per ASCE 7 (12.8). It expresses base shear as V = Sds x W / (R/I), using dead load W, response modification factor R=3, seismic importance factor I=1.0, and specifies risk category and spectral response accelerations.\"}]","RTA_DRAWINGS_VOL1 - General Structural Notes - Structural Design Loads and Requirements | PDF",1792794918,542]