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(� <br />I°Y/BL/C it�ORK'S <br />rc aass� <br />June 21, 1995 <br />Page 2 <br />B. Bcacing of eacterior walls st►all conform with methads and locations u <br />specifiod for conventional construction or provide a lateral dacign. <br />I. Spacify, on the drawings, the shear wall maWisl, thiclTess, siu and <br />spacing of fasteners, sole plate fastenings, and holddowns. <br />II. Cross refermce all calculadons for shear walls to fcaming/floor plans. <br />3. If required by structural calculation show siu, loca6on and embedment length <br />of hold down anchors on foundafion plan. Note on plans that hold down <br />hardwarc must be secured in piace prior W foundation inspaction. <br />4. Foundadon walls enclosing basements below finished grade are required to be <br />damp proofed. <br />DeCul (and referencx location on foundadon plans) rypical foundadon secdons <br />for: perimeter walls, interior bearing walls, depressed slabs, foundation <br />common to dwelling and garage, garage entrance, spread and/or post pads. <br />In order for the praxssing of your applica6on to condnue, it will be neassary W <br />provide the Building Division with two complete new sets of drawings nflacting the <br />corrections requested. <br />Upo�� msubmittal of the diawings, your applicadon will be given priority and plan <br />review will recommence. <br />All requirad submittals shall be of sufficient detail and contain sufficient information to <br />ensure that the proposed structute will be oonstructed in compliance with all adopced <br />codes. <br />Sincerely, <br />�N �� <br />7eff Heilman <br />Development Technician <br />��� <br />L <br />CITY OF EVERETT• 3200 Cedar Street • Everett, WA 98201 •(206) 259-8800 • Fax (206) 259-8856 <br />