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S3.0 <br />2 <br />369SCALE: 1"=1'-0" <br />17 <br />11 SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0"SCALE: 1"=1'-0"4SCALE: 1"=1'-0" <br />SHEAR TRANSFER AT RAKE END <br />SHEAR TRANSFERAT EAVES <br />SCALE: 1"=1'-0" <br />SCALE: 1"=1'-0"12SCALE: 1"=1'-0" <br />Sheet <br />03/03/25Date <br />Scale <br />PROJECT: <br />Job <br />Drawn M.G. <br />Sheet Title <br />BYREVISIONS <br />AS SHOWN <br />DE <br />T <br />A <br />C <br />H <br />E <br />D <br /> <br />A <br />C <br />C <br />E <br />S <br />S <br />O <br />R <br />Y <br /> <br />D <br />W <br />E <br />L <br />L <br />I <br />N <br />G <br /> <br />U <br />N <br />I <br />T <br />20 <br />0 <br />2 <br /> <br />S <br /> <br />P <br />A <br />R <br />T <br />O <br />N <br /> <br />S <br />T <br />. <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />CA <br /> <br />9 <br />2 <br />7 <br />0 <br />7 <br />- <br />2 <br />6 <br />2 <br />1 <br />DATESUBMITTAL <br />12/30/2024PLAN CHECK SUBMITTAL <br />03/03/2025PC SUBMITTAL #2 <br />10SCALE: 1"=1'-0" <br />WOOD BEAM(S) AT WOOD POST <br />5SCALE: 1"=1'-0" <br />SHEAR TRANSFER AT FLOOR LEVELSHEAR TRANSFER AT FLOOR LEVEL <br />SECTION AT 'MST' HOLDOWN <br />HOLDOWN SCHEDULE <br />HOLDOWN <br />TYPE <br />CLEAR SPAN FASTENERS (ESR-2105)MAX. ALLOW. TENSION <br />LOAD <br />STRUCTURAL <br />DETAILS <br />CONNECTION AT RIDGE BEAM <br />8SCALE: 1"=1'-0" <br />WOOD BEAM TO HDR CONNECTION <br />FRAMING CONNECTIONPOST TO BEAM CONNECTION FRAMING CONNECTION <br />MST @ BEAM TO COLUMN <br />UN <br />I <br />T <br />3 <br />