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It includes steel grading, shot blasting and priming targets, stanchion fixing and encasement to ground floor level, fire-rating cross-references, and foundation design assumptions with verification steps.",{"@graph":14,"@context":72},[15,34,55],{"@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/research-report/","Research & Report",3,{"item":32,"name":10,"@type":21,"position":33},"https://docshare.wps.com/document/structural-drawings-sample-sme-ltd/662998/",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/structural-drawings-sample-sme-ltd/662998.png","ImageObject",300,407,{"name":42,"@type":43},"Jordan Avery","Person",{"url":19,"name":45,"@type":46},"DocShare","Organization","application/pdf","2026-10-30","2026-10-28",true,{"@type":52,"interactionType":53,"userInteractionCount":26},"InteractionCounter",{"@type":54},"ViewAction",{"@type":56,"mainEntity":57},"FAQPage",[58,64,68],{"name":59,"@type":60,"acceptedAnswer":61},"What approvals and consultations are required before starting work?","Question",{"text":62,"@type":63},"A method statement must be issued prior to commencement of all work for approval. If on-site findings differ from what is shown on the drawing, the contractor must consult the engineer immediately.","Answer",{"name":65,"@type":60,"acceptedAnswer":66},"What are the key steelwork requirements listed in the notes?",{"text":67,"@type":63},"All steelwork must be grade S275, shot blasted and primed with 75 microns of zinc phosphate before delivery to site. Fire rating requirements are referenced to the architect’s drawings.",{"name":69,"@type":60,"acceptedAnswer":70},"What foundation and excavation controls must the contractor follow?",{"text":71,"@type":63},"Foundation depth must comply with NHBC standards chapter 4.2, and foundations should extend a minimum of 300mm below any trace of tree/shrub roots with desiccated clay. Excavations for new foundations must not occur below the level of existing walls without listed precautions, such as underpinning or permanent trench sheeting.","https://schema.org",{"og:url":32,"og:type":74,"og:title":10,"og:site_name":45,"og:description":12},"article",{"robots":76,"canonical":32},"index,follow",{"doc_id":78,"site_id":7},662998,1793224232,{"code":4,"msg":81,"data":82},"success",[83,87,91,95,100,105,110,114,119,122,126],{"id":22,"doc_module":4,"doc_module_name":25,"category_name":84,"show_sort_weight":85,"slug":86},"Story & 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\u003Cbr>of 1m below ground to LABC approval.  \u003Cbr>TO PROP AND BRACE DURING CONSTRUCTION  \u003Cbr>Bottom plate to be  \u003Cbr>Provide min 300mm end  \u003Cbr>New foundaions to extend minimum to  \u003Cbr>1.HEALTH &SAFETY CONSULTANT SHOULD BE  \u003Cbr>continuous for full length  \u003Cbr>adjacent pipe/manhole invert level.  \u003Cbr>bearing.Beam to be bedded  \u003Cbr>EMPLOYED.CONTRACTOR TO ISSUE METHOD  \u003Cbr>onto a dry /level mortar bed  \u003Cbr>of beam and bear on  \u003Cbr>STATEMENT(PRIOR TO COMMENCEMENT OF ALL  \u003Cbr>inner and outer leaf at  \u003Cbr>B6-250×150×8 RHS  \u003Cbr>WORK)FOR APPROVAL.  \u003Cbr>and strapped down to wall with  \u003Cbr>2.IF FINDINGS ON SITE DIFFER FROM WHAT IS SHOWN  \u003Cbr>each end  \u003Cbr>2No restrain straps at each end  \u003Cbr>with 10mm thick galvanized bottom plate  \u003Cbr>ON THS DRAWVING,CONTRACTOR TO CONSULT  \u003Cbr>to support outer leaf  \u003Cbr>ENGINEER IMMEDIATELY.  \u003Cbr>STELWORK NOTES  \u003Cbr>Existing foundation in this area to be  \u003Cbr>Trim roof lights with_  \u003Cbr>ALL STEELWORK TO BE GRADE S275.  \u003Cbr>2  \u003Cbr>checked by MC.If existing foundation is  \u003Cbr>ALL STEELWORK TO BE SHOT BLASTED AND PRIMED  \u003Cbr>double rafters  \u003Cbr>in good condition and has appropriate  \u003Cbr>WITH 75 MICRONS OF ZINC PHOSPHATE BEFORE  \u003Cbr>DELIVERY TO SITE.  \u003Cbr>size can be re-used to LABC approval.  \u003Cbr>STEEL FABRICATOR TO SUBMIT FABRICATION  \u003Cbr>3.  \u003Cbr>DRAWINGS FOR CHECKING BEFORE FABRICATION  \u003Cbr>Arcbitect to confirm existing  \u003Cbr>BEGINS.  \u003Cbr>wall will be built up to  \u003Cbr>FOR ALLDIMENSIONS SEE ARCHITECTS DRAWINGS.  \u003Cbr>5  \u003Cbr>Existing party wall to be shared for  \u003Cbr>STANCHIONS TO BE MECHANICALLY FIXED TO  \u003Cbr>required level.Existing wall  \u003Cbr>MASONRY AT 450 c/c VERTICALLY,WITH ANCON PPB  \u003Cbr>proposed extension.Subject to party  \u003Cbr>and foundation to be  \u003Cbr>150mm RESTRAINT FIXINGS WITH DEBONDED SLIEVE,  \u003Cbr>wall agreementt  \u003Cbr>checked by MC for suitability  \u003Cbr>OR EQUALAND APPROVED.  \u003Cbr>6.STANCHIONS TO BE ENCASED IN CONCRETE UP TO  \u003Cbr>GROUND FLOOR LEVEL.  \u003Cbr>7.  \u003Cbr>FOR FIRE RATING OF STEELWORK SEE ARCHITECT'S  \u003Cbr>2No 200×50mm C24 within  \u003Cbr>3No.200×50 C24 @200mm c/c  \u003Cbr>DRAWINGS.  \u003Cbr>_rafters with perpendicular timber  \u003Cbr>Box Frame  \u003Cbr>blocking to support external  \u003Cbr>away from existing lintels  \u003Cbr>1.COMPRESSIVE STRENGTH OF 5N/mm²HAS BEEN  \u003Cbr>COL1-203×203×71 UC  \u003Cbr>chimney at this position  \u003Cbr>ASSUMED FOR EXISTING MASONRY,THIS SHOULD  \u003Cbr>BE CONFIRMED BY MAIN COMTRACTOR DPlo To  \u003Cbr>COMMENCING WORK.  \u003Cbr>Box Frame  \u003Cbr>2.  \u003Cbr>M.C.TO EXCAVATE TRIAL AND PROVIDE DETAILS OF  \u003Cbr>B8-Top:305×305×97 UC  \u003Cbr>440x100×150mm  \u003Cbr>Box Frame  \u003Cbr>EXISTING FOUNDATIONS,AND_EXISTING_WALL,  \u003Cbr>Denotes 200x50mm  \u003Cbr>Bottom:305×305×97 UC  \u003Cbr>FLOOR ANDROOF_CONSTRUCTION TO ENABLE  \u003Cbr>Provide 100mm end  \u003Cbr>COL1-203×203×71 UC  \u003Cbr>RC padstone  \u003Cbr>C24 rafters @400 c/c  \u003Cbr>ASSUMPTIONS TO BE CONFIRMED AND TO ENABLE  \u003Cbr>200×50mm C24  \u003Cbr>bearing.Beam to be_  \u003Cbr>VERIFICATION OF EXISTING FOUNDATIONS FOR  \u003Cbr>floor joists  \u003Cbr>SUITABILITY UNDER PROPOSED LOADINGS.  \u003Cbr>Assumed existing  \u003Cbr>Existing chimney to  \u003Cbr>bedded onto a dry/  \u003Cbr>WE HAVE ASSUMED THAT EXISTING MASONRY IS IN  \u003Cbr>3.  \u003Cbr>@400 c/c  \u003Cbr>be retained.Architect  \u003Cbr>foundation  \u003Cbr>level mortar bed  \u003Cbr>GOOD STRUCTURAL CONDITION,THIS SHOULD BE  \u003Cbr>CHECKED BY MC PRIOR TOEXECUTING WORKS.  \u003Cbr>to confirm  \u003Cbr>4.  \u003Cbr>PADSTONES AND SPREADERS ARE TO BE MORTAR  \u003Cbr>Assumed Existing  \u003Cbr>Assumed Existing  \u003Cbr>200×50mm C24  \u003Cbr>BEDDED ONTO EXISTING WALLS  \u003Cbr>Joists Span  \u003Cbr>Joists Span  \u003Cbr>B3-203×102×23UB  \u003Cbr>3 No.200×50 C24  \u003Cbr>floor joists  \u003Cbr>STRIP FOUNDATION NOTES  \u003Cbr>B7-203×133×30 UB  \u003Cbr>@300 c/c  \u003Cbr>B2-178×102×19 UB  \u003Cbr>FOUNDATION CONCRETE TO BE GEN 1.  \u003Cbr>2  \u003Cbr>2 No.200×50 C24  \u003Cbr>FOUNDATIONS TO BE LOCATEDONFIRM BEARING  \u003Cbr>Trimmer  \u003Cbr>TO THE SATISFACTION OF LOCAL AUTHORITY.  \u003Cbr>3.  \u003Cbr>DEPTH OF FOUNDATIONS TO BE IN ACCORDANCE  \u003Cbr>80×80×5 SHS Post  \u003Cbr>WITH NHBC STANDARDS CHAPTER 4.2  \u003Cbr>above to support ridge_  \u003Cbr>A  \u003Cb","cbCaigAzhhvODffN","https://ap.wps.com/l/cbCaigAzhhvODffN","pdf",1824451,"English","# Steelwork Notes\n## Foundation and Excavation Notes\n## Wall Propping, Bracing, and Temporary Works\n## Steel Fabrication and Compliance References","[{\"question\":\"What approvals and consultations are required before starting work?\",\"answer\":\"A method statement must be issued prior to commencement of all work for approval. If on-site findings differ from what is shown on the drawing, the contractor must consult the engineer immediately.\"},{\"question\":\"What are the key steelwork requirements listed in the notes?\",\"answer\":\"All steelwork must be grade S275, shot blasted and primed with 75 microns of zinc phosphate before delivery to site. Fire rating requirements are referenced to the architect’s drawings.\"},{\"question\":\"What foundation and excavation controls must the contractor follow?\",\"answer\":\"Foundation depth must comply with NHBC standards chapter 4.2, and foundations should extend a minimum of 300mm below any trace of tree/shrub roots with desiccated clay. Excavations for new foundations must not occur below the level of existing walls without listed precautions, such as underpinning or permanent trench sheeting.\"}]","Structural Drawings Sample - SME Ltd | PDF"]