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� r�y w �j � � <br /> BI�IO-0O p076 TuWlip Ave) <br /> NovemM 1],2010 <br /> 7. Provide cross-section (elevation submitted) of guard construction that ciearly shows <br /> construction of the guard and how hoy wire is held in place. Guard in-fill <br /> components shall be designed to withstand a i;nrizontally applied normal load of 50 <br /> pounds on an area equal to 1 sq. ft. per Table R3J1.5 IRC. <br /> S. Provide note on drawing, "guards shall not have o�.enings from the walking surface <br /> to the required guard height which allow passage of� sphere 4 inches in diameter". <br /> 9. Provide elevation view of at least two sides of the proposed deck. Show post <br /> locations on both elevations (long side and short side). <br /> 10. Specify attachment of solid blocking supporting 4x4 guard posts to the joists. <br /> 11. Specify length of all lag bolts (3 locations). <br /> 12. Specify connector material or coating when in contact with pressure treated �vood. <br /> Piease prepare a response letter showing where each item in this correction letter is <br /> addressed on the plan set. <br /> Upon resubmittal of the drawings, yeur 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 <br /> that the proposed structure will be constructed in compliance with all adopted codes. <br /> Sincerely, <br /> %�`�� ,� <br /> )eff Heilman <br /> Developmer,t Technician <br /> 425-257-8976 <br /> Email: 'heii Inian r.i.everett.wa.us <br /> �U� <br /> �cr�.;�an�•��,.���1 n ia i o on��3o,c iwi�n n.ci <br />