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Seismic data includes So and Sa values and derived coefficients Fa and Fv, along with soil site class and importance factor. The document further lists design criteria compliance statements and notes that builder/contractor coordination, approvals, interface responsibilities, and safety/OSHA requirements govern erection execution.",{"@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/toro-steel-buildings-design-loading-roof-dead-load-snow-load-wind-load-seismic-data/663115/",{"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/toro-steel-buildings-design-loading-roof-dead-load-snow-load-wind-load-seismic-data/663115.png","ImageObject",300,407,{"name":92,"@type":93},"Malam Tenang","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":102,"interactionType":103,"userInteractionCount":81},"InteractionCounter",{"@type":104},"ViewAction",{"@type":106,"mainEntity":107},"FAQPage",[108,114,118],{"name":109,"@type":110,"acceptedAnswer":111},"Which load types are specified for the design loading section?","Question",{"text":112,"@type":113},"The document specifies roof dead load, superimposed collateral (lights) load, roof live load, snow load (including ground snow load), and wind load. It also provides seismic data parameters used for design checks.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What does the builder/contractor have to confirm regarding applied loads?",{"text":117,"@type":113},"The builder must confirm that the loads indicated and applied comply with the requirements of the local building department. The document also emphasizes that design criteria are supplied under applicable code provisions and that later changes can void the supporting calculations.",{"name":119,"@type":110,"acceptedAnswer":120},"What responsibilities does the builder/contractor assume during steel erection and coordination?",{"text":121,"@type":113},"The builder/contractor is responsible for overall project coordination, erection of steel and related work per the Toro Steel Buildings drawings, provision and installation of required interface compatibility items, securing approvals and permits, and notifying authorities of changes that affect the order documents.","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},663115,1793225177,{"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":81,"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":129,"read_time":144},962093532863,"https://ap-avatar.wpscdn.com/davatar_276721f389ce27ea32af1340a28f341c","| TORO STEEL BUILDINGS  \u003Cbr>1405 DENISON STREET  \u003Cbr>MARKHAM,ON L3R 5V2 CA   |  |  |  |  |  | DESIGN LOADING  \u003Cbr>THIS STRUCTURE IS DESIGNED UTILIZING THE LOADS  \u003Cbr>INDICATED AND APPLIED AS REQUIRED BY:  \u003Cbr>NBC  \u003Cbr>10/BCBC 12  \u003Cbr>THE BUILDER IS TO CONFIRM THAT THESE LOADS  \u003Cbr>COMPLY WITH THE REOUIREMENTS OF THE LOCAL  \u003Cbr>BUILDING DEPARTMENT.  \u003Cbr>ROOF DEAD LOAD  \u003Cbr>2.000 PSF  \u003Cbr>SUPERIMPOSED  \u003Cbr>4.5  \u003Cbr>PSF  \u003Cbr>COLLATERAL(LIGHTS)  \u003Cbr>20.90  \u003Cbr>PSF  \u003Cbr>ROOF LIVE LOAD  \u003Cbr>SNOW LOAD  \u003Cbr>GROUND SNOW LOAD(Ss)  \u003Cbr>33.6218 PSF  \u003Cbr>PSF  \u003Cbr>RAIN LOAD(Sr)  \u003Cbr>2.0900  \u003Cbr>BASIC ROOF SNOW LOAD FACTOR(Cb)0.8000  \u003Cbr>ROOF SLOPE FACTOR(Cs)  \u003Cbr>1.0000  \u003Cbr>IMPORTANCE FACTOR(Is)  \u003Cbr>1.0000  \u003Cbr>SHAPE FACTOR(Co)  \u003Cbr>1.0000  \u003Cbr>EXPOSURE FACTOR(Cw)  \u003Cbr>1.0000  \u003Cbr>SLOPED ROOF SNOW(S)  \u003Cbr>PSF  \u003Cbr>29.02  \u003Cbr>WIND LOAD  \u003Cbr>WIND LOAD'1/50  \u003Cbr>PSF  \u003Cbr>12.3  \u003Cbr>0  \u003Cbr>WIND EXPOSURE(Ce)  \u003Cbr>WIND CATEGORY  \u003Cbr>2  \u003Cbr>WIND IMPORTANCE FACTOR(Iw)  \u003Cbr>1.00  \u003Cbr>SEISMIC DATA  \u003Cbr>So(0.2)  \u003Cbr>0.28  \u003Cbr>Sa(0.5)  \u003Cbr>0.181  \u003Cbr>0.11  \u003Cbr>Sa(1.0)  \u003Cbr>Sa(2.0)  \u003Cbr>0.066  \u003Cbr>Fa=  \u003Cbr>1.2872  \u003Cbr>Fv=  \u003Cbr>1.3870  \u003Cbr>SOILS SITE CLASS  \u003Cbr>D  \u003Cbr>1.00  \u003Cbr>IMPORTANCE FACTOR(le)  \u003Cbr>1.5000  \u003Cbr>TDANSMEPCE RFSDONCE MnnIFICATION Rn  \u003Cbr>LONGITUDINAL RESPONSE MODIFICATION RD 1.0000  \u003Cbr>OVERSTRENGTH FACTOR RO  \u003Cbr>1.3000  \u003Cbr>DESIGN CRITERLA AS NDTED s As CMFN WTHN nRnFR nnciMFNTS   in  \u003Cbr>iS APPUED IN GENERAL ACCORDANCE WTH THE APPLICABLE PROVSICNS  \u003Cbr>OF THE MOOEL CODE AND/OR SPECIFICATION INDICATED.NETHER THE  \u003Cbr>scn设稳MnR HE cEBTIENc FNcsCER DEA AREs 0P ATESTS THA  \u003Cbr>TH i⁰ns AS DESiCNATFDARE PROPFR FOR ineA PROvisinNC THAT AY  \u003Cbr>APPLY OR FOR STE SPECIFIC PARAMETER5.THE DESIGN CRITERA iS  \u003Cbr>SUPPLED BY THE BUILDER,PROJECT OWNER,OR AN ARCHITECT AND/OR  \u003Cbr>ENCINEER OF RECORD FOR THE CVERALL CONSTRUCTON PROJECT.  \u003Cbr>25%of the roof snow load has been included in the seismic  \u003Cbr>weight calculotions  \u003Cbr>i   |  |  |  |  | DRAWING INDEX  \u003Cbr>PAGE  \u003Cbr>DESCRIPTION  \u003Cbr>SSUE  \u003Cbr>0  \u003Cbr>COVER SHEET  \u003Cbr>C1  \u003Cbr>1  \u003Cbr>ANCHOR BOLT PLAN  \u003Cbr>F1  \u003Cbr>1  \u003Cbr>F2  \u003Cbr>ANCHOR BOLT REACTIONS  \u003Cbr>F3  \u003Cbr>ANCHOR BOLT DETAILS  \u003Cbr>1  \u003Cbr>E1  \u003Cbr>0  \u003Cbr>ROOF FRAMING PLAN  \u003Cbr>0  \u003Cbr>ROOF SHEETING PLAN  \u003Cbr>E2  \u003Cbr>E3  \u003Cbr>0  \u003Cbr>FRONT SIDEWALL  \u003Cbr>E4  \u003Cbr>0  \u003Cbr>BACK SIDEWALL  \u003Cbr>0  \u003Cbr>E5  \u003Cbr>LEFT ENDWALL  \u003Cbr>0  \u003Cbr>E6  \u003Cbr>RIGHT ENDWALL  \u003Cbr>E7-E9  \u003Cbr>0  \u003Cbr>FRAME CROSS SECTION  \u003Cbr>DET1-9  \u003Cbr>GENERAL DETAILS  \u003Cbr>0  \u003Cbr>0  \u003Cbr>R1-R4  \u003Cbr>INSTALLATION SHEETS  \u003Cbr>DRAWING STATUS  \u003Cbr>FOR APPROVAL  \u003Cbr>THESE DRAWINGs BEING EDR APPRONAL.ARE B  \u003Cbr>DEFINITION NOT FINAL,AND ARE FOR CONCEPTUAL  \u003Cbr>REPRESENTATION ONLY.THEIR PURPOSE IS TO  \u003Cbr>CONFIRM PROPER INTERPRETATION OF THE PROJECT  \u003Cbr>DOCUMENTS.ONLY DRAWINGS ISSUED  \u003Cbr>\"FOR CONSTRUCTION\"CAN BE CONSIDERED  \u003Cbr>AS COMPLETE  \u003Cbr>FOR CONSTRUCTION PERMITS  \u003Cbr>THESE DRAWINGS.BEING FOR PERMIT,ARE BY  \u003Cbr>DEEINTDN NOT EINAL.DNILY DRAWINCs ISSUED  \u003Cbr>\"FOR CONSTRUCTION\"CAN BE CONSIDERED  \u003Cbr>AS COMPLETE  \u003Cbr>FOR ERECTOR INSTALLATION  \u003Cbr>FINAL DRAWINGS.  \u003Cbr>FOR QUESTIONS OR ASSISTANCE  \u003Cbr>CONCERNING ERECTION CALL:  \u003Cbr>905-477-1894  \u003Cbr>MONDAY-FRIDAY 7:30AM TO 5:00PM  \u003Cbr>THE ENGINEER WHOSE SEAL APPEARS HEREON IS  \u003Cbr>AN EMPLOYEE FOR THE MANUFACTURER,NCI GROUPS,  \u003Cbr>INC.OR ONE OF ITS AFFILIATES,FOR THE MATERIALS  \u003Cbr>DESCRIBED HEREIN.SAID SEAL OR CERTIFICATION IS  \u003Cbr>LIMITED TO THE PRODUCTS DESIGNED AND  \u003Cbr>MANUFACTURED BY MANUFACTURER ONLY.THE  \u003Cbr>UNDERSIGNED ENGINEERIS NOT THE OVERALL  \u003Cbr>ENGINEER OF RECORD FOR THIS PROJECT.   |  |\n| --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- | --- |\n| BUILDER/CONTRACTOR RESPONSIBILITIES  \u003Cbr>THE MANUFACTURER's STANDARD PRODUCT SPECIFICATIONS APPLY AND UNLESS STIPULATED  \u003Cbr>OTHERWISE IN THE ORDER DOCUMENTS,DESIGN,FABRICATION,QUALITY CRITERIA STANDARDS AND  \u003Cbr>TOLERANCES WILL GOVERN.  \u003Cbr>THE RUII DFR/CONTRACTOR OR A/E FIRM IS RESPONSIBLE FOR OVERALL PROJECT  \u003Cbr>co0RDINATION.THE BUILDER/CONTRACTOR IS RESPONSIBLE FOR ER","cbCaifK5CruN8poY","https://ap.wps.com/l/cbCaifK5CruN8poY","pdf",4018557,52,"English","# Design Loading\n## Roof Dead Load and Superimposed Loads\n## Snow Load Parameters\n## Wind Load and Seismic Data\n# Drawing Index and Drawing Status\n# Builder/Contractor Responsibilities","[{\"question\":\"Which load types are specified for the design loading section?\",\"answer\":\"The document specifies roof dead load, superimposed collateral (lights) load, roof live load, snow load (including ground snow load), and wind load. It also provides seismic data parameters used for design checks.\"},{\"question\":\"What does the builder/contractor have to confirm regarding applied loads?\",\"answer\":\"The builder must confirm that the loads indicated and applied comply with the requirements of the local building department. The document also emphasizes that design criteria are supplied under applicable code provisions and that later changes can void the supporting calculations.\"},{\"question\":\"What responsibilities does the builder/contractor assume during steel erection and coordination?\",\"answer\":\"The builder/contractor is responsible for overall project coordination, erection of steel and related work per the Toro Steel Buildings drawings, provision and installation of required interface compatibility items, securing approvals and permits, and notifying authorities of changes that affect the order documents.\"}]","TORO STEEL BUILDINGS - Design Loading - Roof Dead Load, Snow Load, Wind Load, Seismic Data | PDF",131]