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Specifies lumber grades and weather protection, minimum bearing for joists, beams and lintels, moisture barrier placement near ground-contact concrete, and slab concrete strength with air entrainment. Includes requirements for drainage discharge location, allowable support conditions for smaller garages, insulation-related roof ventilation, foundation footing dimensions and frost protection depth, plus typical roof and wall section details, elevations, and engineering submittal points for pre-engineered framing components.",{"@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/detached-garage-full-foundation-footings-building-services-drawings/650349/",{"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/detached-garage-full-foundation-footings-building-services-drawings/650349.png","ImageObject",300,407,{"name":92,"@type":93},"Blitz","Person",{"url":74,"name":95,"@type":96},"DocShare","Organization","application/pdf","2026-10-30","2026-10-24",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},"What lumber grades and weather protection are required for the detached garage drawings?","Question",{"text":112,"@type":113},"All lumber must be No. 2 Spruce or better. Lumber exposed to weather must be pressure treated and painted or stained.","Answer",{"name":115,"@type":110,"acceptedAnswer":116},"What are the concrete slab and footing requirements mentioned?",{"text":117,"@type":113},"Floor slab on grade must be 32 MPa with 5% to 8% air entrainment, and typical construction includes 4-inch 32 MPa concrete slab and 16-inch by 6-inch poured concrete footings bearing on undisturbed soil, with specified frost protection fill depth.",{"name":119,"@type":110,"acceptedAnswer":120},"What conditions apply to drainage and moisture barriers?",{"text":121,"@type":113},"Moisture barrier is required between lumber in direct contact with or within 6 inches of concrete that is in direct contact with the ground. Floor drains within detached garages must not connect to municipal sewer services and must discharge to a proper drainage swale or ditch.","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},650349,1792824962,{"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":19,"language":139,"language_code":63,"site_id":62,"html_lang":63,"table_of_contents":140,"faqs":141,"seo_title":142,"seo_description":67,"update_tm":129,"read_time":52},24464137899374,"https://us-avatar.wpscdn.com/davatar_3d24733baf745e90a7e4bdd5f77d97b2","# General Notes:\n\n1)All lumber to be No.2 Spruce or better.All lumber exposed to weather conditionsmust be pressure treated,painted or stained.  \n2)Technical Design Data for all Pre-engineeredFraming Components must be submitted atthe Framing inspection for gable end roofs.Provide Technical Design Data for all otherPre-engineered framing component types(ie.Cottage Style)at Building Permit Application  \n3)Mininum Bearing of all joists &double lintelsto be min.11/2”.Minimum Bearing of allBeams &Lintels with more than 2 ply to bemin.31/2”.  \n4)Moisture Barrier is required between alllumberin direct contact with or within 6”of concretewhich is in direct contact with the ground.Floor drains within Detached Garages shall notbe connected to Municipal Sewer Services.Discharge to a proper drainage swale or ditch.All Concrete for Floor Slab to be 32 Mpa andshall have air entrainment of 5%to 8%.  \n7)Detached Garages of less than 55 m²(592 ft²floor area and not more than 1 storey inheight may be supported on wood mud sillsprovided the garage is not of masonry ormasonry veneer construction.Garage Door WidthLintel Size12'_   -__--___----_3-2×10's14'-__--------------3-2×12's  \nMax.16'-1”supported length  \n\n| NOTE:  \u003Cbr>It is the Contractor's responsibilty to ensure that  \u003Cbr>all construction conforms to the requirements of  \u003Cbr>the Ontario Building Code latest addition.  \u003Cbr>Nototions made on these drawings are for your  \u003Cbr>information and assistance only and do not  \u003Cbr>necessarily comment on all areas of construction   | www.greatersudbury.ca  \u003Cbr>BUILDING SERVICES   | Detached Garage   | DRAWN BY:E.P.   |\n| --- | --- | --- | --- |\n|  |  |  | DATE:02/2017 REVISED   |\n|  |  | with Full Foundation &Footing  \u003Cbr>FLOOR LAYOUT  \u003Cbr>SCALE:NTS   | SHEET   |\n\nTechnical Design Data for all Pre-engineered  \nFraming Components must be submitted at  \nthe Framing inspection.  \nIf detached garage is insulated,  \nprovide roof ventilation of 1/300  \nof insulated ceiling area.  \n3 courses of 6”concrete block.  \nNote:Less courses or no concrete  \nblocks is also acceptable.  \nClearance of not less than 8”shall  \nbe provided between fin.ground &  \ncladding.9.27.2.4(1)  \n4”32 Mpa concrete slab on grade  \n# Typical Roof Construction:\n\nc/w full coverage 6”×6”welded  \nAsphalt shingles  \n2'-0”  \nwire mesh.  \n# Roof sheathing\n\nEngineered roof trusses  \n(Min)  \nc/w bracing as per manufacturers  \nspecifications.  \nEave projections are not permitted  \ncloser than 2'-0”to any lot line.  \n2×4 or 2×6 sill plate c/w foam  \ngasket &2”dia.anchor bolts  \n◎ 8'-0”o.c.  \n4”32 Mpa concrete slab on grade  \nc/w full coverage 6”x6”welded  \nSurface Drpinage must  \nwire mesh.  \n16”×6”deep Poured Conc.Footing  \nfrom Building  \nbearing on Undisturbed Soil.  \n18”to 24”clean compacted Granular  \n(Min.4'-6”Frost Protection)  \nFill material compacted at 12”lifts  \nor Site Specific.  \n16”×6”deep Poured Conc.Footing  \nbearing on Undisturbed Soil.  \n(Min.4'-6\"Frost Protection)  \nor Site Specific.  \n# SECTION DETAIL sCALE:NTS\n\nWALL SECTION sCALE:NTS  \n\n| JOTE:  \u003Cbr>t is the Contractor's responsibilty to ensure that  \u003Cbr>ll construction conforms to the requirements of  \u003Cbr>he Ontario Building Code latest addition.  \u003Cbr>Jotations made on these drawings are for your  \u003Cbr>nformation and assistance only and do not  \u003Cbr>ecessarily comment on all areas of construction   | www.greatersudbury.ca  \u003Cbr>BUILDING SERVICES   | Detached Garage   | DRAWN BY:E.P.   |\n| --- | --- | --- | --- |\n|  |  |  | DATE:03/2015   |\n|  |  | with FullFoundation &Footing  \u003Cbr>SECTION and DETAIL  \u003Cbr>SCALE:NTS   |  |\n\n# BUILDING ELEVATION MAYNOT APPEAR AS BUILT\n\nLn '0io t  \nStructure.  \n\n| NOTE:  \u003Cbr>It is the Contractor's responsibilty to ensure that  \u003Cbr>all construction conforms to the requirements of  \u003Cbr>the Ontario Building Code latest addition.  \u003Cbr>Notations made on these drawings are for your  \u003Cbr>information and assistance only and do not  \u003Cbr>necessarily comment on all areas of construction   | BUILDING SERVICES  ","cbCainrSBuZTgMHq","https://ap.wps.com/l/cbCainrSBuZTgMHq","pdf",185434,"English","# General Notes\n## Materials and Design Data Requirements\n## Concrete, Moisture Barrier, and Drainage\n# Typical Roof Construction\n## Roof Sheathing and Trusses\n# Section and Detail\n## Wall Section\n# Building Elevations","[{\"question\":\"What lumber grades and weather protection are required for the detached garage drawings?\",\"answer\":\"All lumber must be No. 2 Spruce or better. Lumber exposed to weather must be pressure treated and painted or stained.\"},{\"question\":\"What are the concrete slab and footing requirements mentioned?\",\"answer\":\"Floor slab on grade must be 32 MPa with 5% to 8% air entrainment, and typical construction includes 4-inch 32 MPa concrete slab and 16-inch by 6-inch poured concrete footings bearing on undisturbed soil, with specified frost protection fill depth.\"},{\"question\":\"What conditions apply to drainage and moisture barriers?\",\"answer\":\"Moisture barrier is required between lumber in direct contact with or within 6 inches of concrete that is in direct contact with the ground. Floor drains within detached garages must not connect to municipal sewer services and must discharge to a proper drainage swale or ditch.\"}]","Detached Garage - Full Foundation & Footings - Building Services Drawings | PDF"]