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Provides general construction notes for materials, sheathing thickness, loads, footing requirements, drainage, interior wall constraints near property lines, and design responsibilities under the building code.",{"@graph":14,"@context":73},[15,34,56],{"@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 & 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detached garage?","Question",{"text":63,"@type":64},"The document provides maximum clear span tables for roof snow load 1.0 kPa and 1.5 kPa for different rafter/joist sizes and spacings.","Answer",{"name":66,"@type":61,"acceptedAnswer":67},"How does the document guide lintel selection for brick veneer and solid masonry?",{"text":68,"@type":64},"It lists lintel options for specified support conditions (supporting vs not supporting the roof) and span ranges, distinguishing brick veneer from solid masonry.",{"name":70,"@type":61,"acceptedAnswer":71},"What general requirements and responsibility statements are listed in the notes?",{"text":72,"@type":64},"It states material quality and thickness requirements, roof load design values, footing-bearing guidance on undisturbed soil, drainage direction, and that lintels and beams must be designed by a qualified person where spans exceed the stated threshold, under applicable building code 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PLAN串SECTIONSSTANDARDG02aDETAILSOF THE OWNER/DESIGNER TO ENSURE THAT ALL DESIGNS SUBMITTED FOR A PERMIT ARE INACCORDANCE WITH THE BUILDING CODE ACT,BUILDING CODE AND ANY OTHER APPLICABLE LAN.  \nROOF尺AFTERS  \n(FLAT ROOF-WHERE NO CEILING IS INSTALLED)  \n\n| MAXIMUM CLEAR SPAN(M)   |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n| RAFTER  \u003Cbr>SIZE   | ROOF SNOW LOAD I.OkPa   |  |  | ROOF SNOW LOAD 1.5kPa   |  |  |\n|  | RAFTER SPACING(mm)O.C.   |  |  | RAFTER SPACING(mm)O.C.   |  |  |\n|  | 305   | 406   | 61O   | 305   | 406   | 61O   |\n| 38×89   | 3.II   | 2.83   | 2.47   | 2.72   | 2.47   | 2.16   |\n| 38×14O   | 4.90   | 4.45   | 3.89   | 4.28   | 3.89   | 3.40   |\n| 38x184   | 6.44   | 5.85   | 5.II   | 5.62   | 5.II   | 4.41   |\n| 38×235   | 8.22   | 7.47   | 6.38   | 7.18   | 6.52   | 5.39   |\n\n# ROOF JOISTS(FLAT ROOF-WHERE CEILING IS INSTALLED)\n\n\n| MAXIMUM CLEAR SPAN(M)   |  |  |  |  |  |  |\n| --- | --- | --- | --- | --- | --- | --- |\n| 12ST   | ROOF SNOW LOAD I.OkPa   |  |  | ROOF SNOW LOAD 1.5kPa   |  |  |\n|  | JOIST SPACING(mm)O.c.   |  |  | JOIST SPACING(mm)Oc.   |  |  |\n|  | 305   | 406   | 61O   | 305   | 406   | 61O   |\n| 38×14O   | 3.89   | 3.53   | 3.08   | 3.40   | 3.08   | 2.69   |\n| 38×184   | 5.II   | 4.64   | 4.05   | 4.46   | 4.05   | 3.54   |\n| 38×235   | 6.52   | 5.93   | 5.18   | 5.70   | 5.18   | 4.52   |\n| 38×286   | 7.94   | 7.21   | 6.30   | 6.94   | 6.30   | 5.50   |\n\nLINTELS  \n\n| oR   | L5AMi₆   |  | LINTELS FOR  \u003Cbr>BRICK VENEER qOmm   |  | LINTELS FOR  \u003Cbr>5OLID MASONRY 20Omm   |  |\n| --- | --- | --- | --- | --- | --- | --- |\n|  | NOT  \u003Cbr>SUPPORTING  \u003Cbr>THE ROOF   | SUPPORTING  \u003Cbr>THE  \u003Cbr>ROOF   | NOT  \u003Cbr>SUPPORTING  \u003Cbr>THE ROOF   | SUPPORTING  \u003Cbr>THE  \u003Cbr>ROOF   | NOT  \u003Cbr>SUPPORTING  \u003Cbr>THE ROOF   | SUPPORTING  \u003Cbr>THE  \u003Cbr>ROOF   |\n| UP TO  \u003Cbr>300Omm   | 2/38×184   | 2/38×286   | 2/38x184+  \u003Cbr>ANGLE I25×9Ox8|   | 2/38×286+  \u003Cbr>ANGLE 125×9Ox8   | 2 ANGLES  \u003Cbr>15Ox10Ox1O   | WI5O×22 +  \u003Cbr>PLATE 200xlo   |\n| UP TO  \u003Cbr>49OOmm   | 2/38×286   | 4/38×286 OR  \u003Cbr>2-45×300  \u003Cbr>1.9E LVL   | W2OO×27 +  \u003Cbr>PLATE 200xl0   | W2OO×27 +  \u003Cbr>PLATE 200xlO   | MUST BE  \u003Cbr>DESIGNED   | MUST BE  \u003Cbr>DESIGNED   |\n\n# GENE尺AL NOTES\n\nI.    ALL LUMBER TO BE NO.I42 SPRUCE OR BETTER  \n2.   ALL PLYWOOD SHALL BE STAMPED EXTERIOR GRADE  \n3.   ROOF LOAD DESIGN 1.O kPa OR 1.5 kPa  \n4.   ALL FOOTINGS TO BEAR ON UNDISTURBED SOIL.  \n5.    IF GARAGE WALL IS LESS THAN 60Omm TO THE PROPERTY LINE PROVIDE  \nI5.9mm TYPE'×'DRYWALL INTERIOR SHEATHING.NO WINDOWS AREPERMITTED IN GARAGE WALLS LESS THAN I2OOmm FROM PROPERTY LINE.  \n6.   FOR ONE STOREY WOOD FRAME DETACHED GARAGES LESS THAN 55M2.AN ALTERNATE FOOTING MAY BE USED,SEE DETAIL SHEET G02c  \n7.  GARAGE SLAB SHALL BE 32 Mpa CONCRETE W/5%-8%AIR ENTRAINMENTSLOPED TO DRAIN TO THE OUTSIDE.  \n8.   ROOF SHEATHING SHALL BE MIN.9.5mm PLYWOOD PROVIDE 'H'CLIPSIF RAFTERS OR JOISTS ARE SPACED GREATER THAN 40Omm O.C.  \nq.   PROVIDE A LIGHT FIXTURE IN THE GARAGE.  \nIO.  STEEL BEAMS TO BE SUPPORTED BY SOLID MASONRY(19Omm BEARING ONMASONRY OR 73mm DIA.STEEL COLUMN).  \nII.   LINTELS AND BEAMS TO BE DESIGNED BY A QUALIFIED PERSON FORSPANS GREATER THAN 490Omm  \nTITLE  \nDETACHED GARAGE  \nTABLES 4 NOTES  \nNOTE:UNDERTHE BUILDING CODE ACT.THE LOCAL MUNICIPALITY IS THE_AUTHORITYHAVING  \nJURISDICTION FOR ENFORCING THE ACT AND IT'S REGULATIONS.IT IS THE RESPONSIBILITY  \nOF THE OWNER/DESIGNER TO ENSURE THAT ALL DESIGNS SUBMITTED FOR A PERMIT ARE IN  \nACCORDANCE WITH THE BUILDING cODE ACT,BUILDING cODE AND ANY OTHER APPLICABLE LAW.  \nTITLEDWG.NO.LMCBODETACHED GARAGEBRICK VENEER DETAILSSTANDARD|NOTE:UNDER THE BUILDING CODE ACT,THE LOCAL MUNICIPALITY IS THE AUTHORITY HAVINGJURISDICTION FOR ENFORCING THE ACT AND IT'S REGULATIONS.IT IS THE RESPONSIBILTYG02d  \nDETAILS  \nOF THE OWNER/DESIGNER TO ENSURE THAT ALL DESIGNS SUBMITTED FOR A PERMIT ARE IN  \nACCORDANCE NITH THE BUIL","cbCaif7MSXqts3Iy","https://ap.wps.com/l/cbCaif7MSXqts3Iy","pdf",589917,"English","# Roof Plan\n## Roof Joists (Flat Roof With Ceiling)\n## Lintels\n# General Notes","[{\"question\":\"What roof snow loads and span tables are included for the detached garage?\",\"answer\":\"The document provides maximum clear span tables for roof snow load 1.0 kPa and 1.5 kPa for different rafter/joist sizes and spacings.\"},{\"question\":\"How does the document guide lintel selection for brick veneer and solid masonry?\",\"answer\":\"It lists lintel options for specified support conditions (supporting vs not supporting the roof) and span ranges, distinguishing brick veneer from solid masonry.\"},{\"question\":\"What general requirements and responsibility statements are listed in the notes?\",\"answer\":\"It states material quality and thickness requirements, roof load design values, footing-bearing guidance on undisturbed soil, drainage direction, and that lintels and beams must be designed by a qualified person where spans exceed the stated threshold, under applicable building code authority.\"}]","DETACHED GARAGE - G02d - Details - Roof Load and Framing Tables | PDF",13]