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Existing roof diaphragm <br />A35 per shear mall schedule <br />(2) Full height studs at each end <br />of window minimum, connect new <br />stud to existing per structural <br />notes if required <br />from existing header to <br />blocking in wall at each side of <br />opening <br />Contractor to verify existing <br />sheathing is in good condition <br />from - s plate <br />blocking in wall at each side of <br />I� <br />opening 4'long minimum. <br />Shear <br />Or)en'lna Detail <br />SCALE: 1' = 11-01, <br />....w.. r.. . <br />Existing window header <br />Existing ' II <br />te wl p ate <br />nailing per - shearschedule <br />1 j �� i <br />e <br />� 4. r 4 <br />j <br />SCALE: V == 1'-01, <br />SCALE: 1' = 1 0 <br />Existing wall, l '\- New wall, sheathing <br />sheathing net shorn not shown <br />AM <br />Existing New <br />NEW TO PLATE C"ONNECTION DETAIL <br />SCALE: 1' m 1-09, <br />New 2x6 plate, (3) 16d <br />nails to each existing <br />roof joist & A35 to Overbuilt reef <br />each new roof joist <br />Existing ro <br />sheathii <br />Existing r, <br />Exterior wall of house <br />Floor framing r plan - <br />SCALE: 11 = 11-0" <br />ledger <br />deck framing <br />Wood frameditl�l <br />r r <br />ill r fir 1 <br />illscheduleWall <br />per plan <br />plan <br />bevy framing per plan <br />Anchor bolts per <br />shear wall schedule <br />Floor framing <br />(2) bars at top <br />V4 <br />Vertical tr of <br />down per plan <br />resin. <br />311 rain, <br />�® Min. <br />Strap end length, <br />�761e max. <br />e <br />.. <br />I®� <br />' Exterior grade <br />nailing per <br />_ <br />12" o.c. <br />Wood t r <br />structural li t <br />Interior grade <br />® •®. <br />1Q°' horizontal <br />plea <br />511 811 <br />511 1 8" o.c. <br />(3) #4 bars continuous <br />vertical, hook into <br />footing <br />xter <br />SCALE: V = 1 `41 <br />Studs @ 1l " <br />ill own ner nian refer F o c <br />7 <br />to ri irrizf f,-imnQnn <br />HDI Retrofit HDU Hold Down Detail <br />SCALE: 11 m 11 01. <br />tionorn plaTe <br />Sheathing and nailing Sheathing and <br />per shear wall schedule nailing per shear <br />wall schedule <br />Edge nailing into <br />— - — - post <br />() Zx� stud post/''x3" Strap hold down per plan, <br />SDS Screws 6" o.c. to tie see structural notes for <br />posts together as shown nailing specifications <br />Strap Hold Down Configuration <br />Sheathing and <br />Bottom plate nailing per shear <br />Sheathing and nailing a wall schedule <br />per shear wall schedule <br />HDU hold down per <br />plan <br />() Zx stud post w/"x Edge nailing into <br />SIDS Screws 6" o.c. to tie post <br />posts together as shown <br />HDU Configuration <br />GEBREMARIAM <br />ADDITON PROJECT <br />4015 FRIDAY AVE, <br />DATE <br />M <br />'t <br />b <br />1 <br />. <br />tuf� i4ih <br />61 K. ULNUN BY: <br />APOLIS <br />DESIGNED BY: <br />APOLIS <br />DRAWN BY: <br />#CAD Technician Full Name <br />CHECKED BY: <br />APOLIS <br />PRINTED ON DATE: <br />1/7/2020 <br />SHEET TITLE <br />HD2 Corner Hold Down Detail REVIEVVED "�-7)'R PEr�?VqT <br />1 SCALE: 1 ° = V-0" <br />GEBREMARIAM ADDITION 20 DECEMBER 2019.pin; S 102 STRUCTURAL DETAILS; 100%; 117/2020 12:36 PM; NEW PLAN SET <br />