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� , <br /> l� � <br /> I <br /> Plan Check No. 56795 <br /> October 29, 1997 <br /> Page 2 of 2 <br /> 6. Provide detail of attic ventilation type, size and location. Show the required net area <br /> calculations assuming approximately 75% of the vent area is net area unless the actual net <br /> area is given from the manufacturer. The required ventilation area ratio is 1/150 of the attic <br /> azea or 1/300 of attic area if at least half of the vent area is more than 3' above eave vents <br /> (providing the remaining portion of tl�e vent area). Opening to have �/�" (6.4mm) coaosion, <br /> resistant metal mesh covering. (1505.3) Vented blocking shall not compromise the structural <br /> integrity of sheaz transfer,roof diaphragm to shear wall. <br /> 7. Provide continuous handrail at winding stairs. <br /> 8. Provide detail of interior/exterior guazdrail construction complying with UBC. <br /> 9. Provide detail(s) of stepped foundation and footings. Show placement of reinforcing steel. <br /> 10. Dctail connection of deck joists where joists hang off of double rim. <br /> I I. Handrails shall satisfy the following: <br /> a. Provide continuous handrail for stairways with 4 or more risers. <br /> b. Handrails shall be 34"-38" (864mm to 965mm) above the tread nosings. <br /> c. Intermediate balusters shall be spaced such that a sphcre 4" (]02mm) in diameter cannot <br /> pass through. <br /> d. The hand grip portion of handrails shall be not less than 1'/a" (32mm), not more than 2" <br /> (S l mm) in cross sectional dimension. <br /> e. Return handrail to newel post, safety terminal or wall. <br /> l2. Plans prepazed by a licensed architect are requimd to bear the seal of that a�chitect, the seal <br /> with the registrant's counter signawre shall appeaz on every drawing filed with public <br /> authorities. (WAC 308-12-081) <br /> 13. The soils report requires foundation excavations to be reviewed by soils engineec Note on <br /> the foundation plan: "Prior to requesting a building department fo�o�dation inspection, the <br /> soils engineer shal!rr�spect and approve t/ie foundution excavations". <br /> Upon resubmittal of the drawings, your application will bc given priority and plan review will <br /> recommencc. <br /> All required submittals shall Ue 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 /> � ���— <br /> Jeff Heilman <br /> Dcvelopment Technician <br /> nc��a.r�i�.��i<a nr <br />