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Brian & Kathleen Jones <br />October 30, 1998 <br />Plan Check #60171 <br />Page 3 of 3 <br />26.) Specify supports at point loads (either multiple studs or post). Show on plans. <br />27. Specify exterior siding or finish material. I�L <br />All footings for buildings and decks shall rest on undisturbed soil not lees than 18" below the <br />finished grade. r <br />2999Provide cross-section :tTt rear of house where lower floor projects out beyond upper floor. Show <br />how roof over lower floor is framed and how deck attaches to house at this location. <br />30. Provide lateral analysts, specific to this structure, for wind and seismic loading. Analysis shall <br />be signed and sealed by a licensed Washington State structural engineer. All requirements from <br />lateral analysis shalt be incorporated into the plan set. <br />- w l� l= 4-0 57- . \­ <br />31. Specify nailing and connectors of roof rafters at master bedroom and living room. Provide <br />cross -sections if necessary for clarity. <br />32�Show a;l roof frarrung incllydtng `girder trusses and stick framing on roof framing plan. Verify <br />point loads from roof framing, trace all loads to the foundation. <br />Prepare a response letter showine where each item in this correction letter is addressed on the plan set. <br />All details and section drawings shall be specific to this structure. <br />Upon resubmittal of the drawings, your application will be given priority and plan review will <br />recommence. <br />All required submittals shall be of sufficient detail and contain sufficient information to ensure that the <br />proposed structure will be constructed in compliance with all adopted codes. <br />Sincerely, <br />Jeff Heilman <br />Development Technician <br />JH:j cVo ct I lrs.d oc(ppSJ) <br />