Laserfiche WebLink
�h <br /> *•r'. <br /> H �� Plan Check No. : 92/3�656, 35851, 35852, 35855, 35857, & 35854 <br /> � ^� Page Four of Four <br /> a �? <br /> A ax <br /> Ci H <br /> 9 H V� <br /> i <br /> N � :`C <br /> r3 7' H <br /> fc c� 29. Submit engineering calculations to jus[ify lateral bracing and 1/ " <br /> �M � thecmoply nailing oi comply with Seccion 2517(g)3. <br /> �a N C Please note that these are large houses with large expanses of glass <br /> z which could contribute to building fuilure under high wind or <br /> 0 H d seismic conditions. <br /> �� � 30. Per:meter foundation walls as shown cannot exceed 4'-0" from base of <br /> z H footing to grade with additional reinforcement the foundation could <br /> � H� be used in u braced condition to a maximum of B'-0" height. <br /> gNy <br /> H Other foundation configurations (pony wall or unbraced foundations <br /> ��❑y over 4'-0") or greater than 8' -0" height will require engineering . <br /> ��1� calculations stamped by a structural engineer licensed in the State <br /> x y y of Washington. , <br /> �-3 O u� <br /> �� ?n order Por the processing of your application to continue, it will be <br /> necessary to provide the BuilSing Depnrtment with two complete new sets of <br /> i drawings teflecting the corrections requested. • <br /> I �� Upon re-submittal of the drawings, y��sr application will be given priority <br /> �,� and plan review �aill recommence. <br /> All required submittals shall be of sufficient detail and contain sufficient <br /> ' , '�... information to ensure that the proposed structure will be constructed in <br /> i �,� compliance with all adopted codes. <br /> Since ely�� . <br /> ' ��' �fre S. McF <br /> ' 1=' Ass iate Engineer/Suilding <br /> JM:cg/siai i.ze <br /> v��� <br /> � <br /> .• <br />