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4814 VIEW DR 2019-04-17
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4814 VIEW DR 2019-04-17
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Last modified
4/17/2019 2:45:34 PM
Creation date
4/17/2019 2:45:30 PM
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Address Document
Street Name
VIEW DR
Street Number
4814
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/V <br /> I <br /> EXIST. 2460 WDW. <br /> (SFTY) <br /> SPAN OF BUILDING WIDTH IS LESS THAN <br /> 20'. HEADER SIZE IS GREATER TAN THAT <br /> _`11 <br /> 9 CALLED OUT IN IRC TABLE 502.5 <br /> Tt <br /> NEW 5°STORE DR. <br /> o 1- ,' (SFTY) <br /> T <br /> X� <br /> NI- —— EXIST. 2460 WDW. <br /> (SFTY) <br /> y/ <br /> NEWDOOR DETAIL TABLE R502.5(2)GIRDER SPANS'AND HEADER SPANSa FOR INTERIOR BEARING WALLS <br /> 1 1/4"=1-0" (Maximum spans for Douglas fir-larch,hem fir,southern pine and spruce-pine-fir"and <br /> required number of jack studs) <br /> BUILDING Width`(feet) <br /> HEADERS AND GIRDERS 20 28 36 - <br /> SUPPOR1]NG SIZE Span N3d Span Ind Span N3d <br /> 2-2x4 3-1 1 2-8 1 2-5 1 <br /> 2-2x6 4-6 1 3-11 1 3-6 1 <br /> 2-2x8 5-9 1 5-0 2 4-5 2 <br /> 2-250.0 7-9 2 6-1 2 5-5 2 <br /> 2-2x12 8-1 2 7-0 2 6-3 2 <br /> One floor only 3-258 7-2 1 6-3 1 5-7 2 <br /> 3-2x10 8-9 1 7-7 2 6-9 2 <br /> 3-2x12 10-2 2 8-10 2 7-10 2 <br /> 4-2x8 9-0 1 7-8 1 6-9 1 <br /> 4-2x10 10-1 1 8-9 1 7-19 2 <br /> 4-2512 11-9 1 10-2 2 9-1 2 <br /> 3-2x4 2-2 1 1-10 1 1-7 1 <br /> 2-2x6 3-2 2 2-9 2 2-5 2 <br /> 2-2x8 4-1 2 3-6 2 3-2 2 <br /> 2-2x10 4-11 2 4-3 2 3-10 3 <br /> 2-2x12 5-9 2 5-0 3 4-5 3 <br /> Two floors 3-2x0 5-1 2 4-5 2 3-11 2 <br /> 3-2x10 6-2 2 5-4 2 4-10 2 <br /> 3-2x12 7-2 2 6-3 2 5-7 3 <br /> 4-2x8 6-1 1 5-3 2 4-8 2 <br /> 4-2x10 7-2 2 6-2 2 5-6 2 <br /> 4-2x12 8-4 2 7-2 2 6-5 2 <br /> vs.5978 REGISTERED el.' <br /> „. R H1.CT ( 1 ,�- For SI' 1 inch=25.4 mm, 1 foot=204.8 mm. <br /> 7. a.Spans are given in feet and inches. <br /> /". ' <br /> / /...„,,,,.;15-4..,1,---.,,/1s,,�,./,5::(:* --,-e..— b.Tabulated values assume#2 grade lumber. <br /> iA......... <br /> ROBERT VBOZORTH c.Building width is measured perpendicular to the ridge.For widths between those shown,spans are <br /> STATE OF WASHINGTON permitted to be interpolated. <br /> d.N]-Number of jack studs required to support each end.Where the number of required jack studs <br /> equals one,the header is permitted to be supported by an approved framing anchor attached to the <br /> full-height wall stud and to the header. <br /> DESIGNERS RESPONSIBILITY TERMINATES <br /> UPON ISSUANCE OF BUILDING PERMIT OR Remodel For: ,i <br /> COMMENCEMENT OF CONSTRUCTION AND Dale Larson IS LIMITED TO DRAFTING AND/OR po 0 N <br /> REDRAFTING OF WORKING DRAWINGS IN <br /> REGARDS TO ERRORS AND/OR OMISSIONS. 4814 View Drive POINT Or VISION <br /> CONTENT OF WORKING DRAWINGS ARE TO ARCHITeCTUKnL senVICCS <br /> BE VERIFIED PRIOR TO CONSTRUCTION BY Everett, WA 98203 1628 46th Street SE, Everett, WA 98203 <br /> CONTRACTOR.WRITTEN DIMENSIONS point_of_vision @comcast.net <br /> HAVE PRECEDENCE OVER SCALED. ( 4 2 5 ) 7 7 2 -8 2 0 7 <br />
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