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Existing roof diaphragm <br />A35 per shear wall schedule <br />(2) Full height studs at each end <br />of window minimurn, connect new <br />stud to existing per structural <br />notes if required <br />header <br />�*rovide horizontal CMSTC16 strap <br />from existing <br />side of <br />opening 4'long minimum. <br />Contractor to verify existing <br />sheathing is in good condition <br />from existing plate to solid 4x_ <br />blocking in wall at each side of <br />opening 4'long minimum. <br />SCALE:1, = 11-01, <br />Solid blocking over shear wall <br />Existing bottom platet <br />nailing per the shear wall <br />schedule <br />New 2x6 plate, (3) 16d <br />nails to each existing <br />roof joist & A35 to <br />each new roof joist Overbuilt roof <br />Existing rc <br />sheathii <br />Existing r <br />R1 Roof Overbuild <br />SCALE:1, = 11-01, <br />r: <br />a ,.,k Connection <br />n i� £ <br />LL f <br />Foundationew <br />Existing <br />ii <br />Foundation <br />SCALE:1, = 11-01, <br />1 411 x m1 /2" / If <br />SCALE: V = 1 0 <br />2x— ledger to match <br />deck framing <br />Edge nailing per shear <br />wall schedule <br />SCALE:1, = 11-01, <br />Studs @ 1 " <br />s Via, t + ` <br />SCALE:1, = 11-01, <br />bottom plate <br />Sheathing and nailing <br />Sheathing and <br />per shear wall schedule <br />nailing per shear <br />wall schedule <br />Edge nailing into <br />- <br />post <br />(3) 2x� stud post w/ 4 <br />Strap hold down per plan, <br />SDS Screws 6„ o.c. to tie <br />for <br />see structural notes Sur <br />posts together as shown <br />nailing specifications <br />Strap bold Down Configuration <br />Sheathing 6�iaYnd <br />(� gy y+p; �j <br />Bottom plate <br />nailing per shear <br />--- <br />wall schedule <br />Sheathing and nailing <br />per shear wall schedule <br />HDU hold down per <br />plan <br />(3) 2x� stud post w/ -1" x3"'� Edge nailing into <br />SIDS Screws 6" o.c, to tie post <br />posts together as shown <br />HDU Configuration <br />102) SCALE. 1' <br />® 1 -0" <br />.LL,a. B k EM A L <br />ADDITON <br />PROJECT <br />,tRY <br />J. FRIDAY AVE, <br />DATE <br />f� <br />9 <br />STR. DESIGN BY: <br />APCLIS <br />DESIGNED BY: <br />APCLIS <br />DRAWN BY: <br />##CAD Technician Full Name <br />CHECKED BY: <br />APQLIS <br />PRINTED ON DATE: 1/7/2020 <br />J <br />GEBREMARIAM ADDITION 20 DECEMSER 2019.pin; S 102 STRUCTURAL DETAILS, 100%;117/202012:36 PM; NEW PLAN SET <br />