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� <br /> P <br /> �a m.yµ <br /> i � <br /> � <br /> . k <br /> �"� � .,, ..N _,._...,..: <br /> O�M a <br /> g�� �.., M,: <br /> M M <br /> � � • <br /> ��� <br /> � <br /> �x <br /> �b Plan Check No. : 92/35681 <br /> �ta i March 23, 1992 <br /> �p g Page 1Wo of Four <br /> H <br /> i <br /> ��� � <br /> ��� <br /> �� I <br /> 3. Provide structural drawings and calculations for the <br /> y yO� ; foundation and any retaining �walls or rockeries exceeding <br /> � 4'-0" in height. <br /> II <br /> i The drawings and calculations must be stamped by an engineer �� <br /> , currently licensed to practice in the State of Washington. , <br /> jI ' <br /> � 4. Provide energy calculations based on the 1991 Washington State � <br /> Energy Code. 1 <br /> i <br /> i <br /> � The calculations must include a completed energy code I <br /> compliance form (available at the counter, second floor, 3200 i <br /> iCedar Street) . , <br /> i � <br /> � All conflicting references to heat sources must be removed �� <br /> �• from the drawings. You must choose either "electric" or other � { <br /> � "fuel sources" and drawings must reflect this choice. <br /> � � � � � <br /> � j All remove incorrect northwest energy code references. . � <br /> i i <br /> � C� , S. Indicate on the plans compliance with the 1991 Washington ' <br /> � State Ventilation and Indoor Air Quality Code. <br /> � � Notes on plans will not Se accepted as compliance. Specific , <br /> I _ � compliance methods must be indicated on the plans. i <br /> � <br /> ���� 6. Provide 11.70 square feet (5.85 square feet if 509 of � <br /> � _ : ventilation is located 3 feet above eave vents) of attic ! <br /> �. �� �i ventilation. � <br /> � <br /> . Indicate on the plans the specific vent types, their net free � <br /> ' air, and their specific locations. <br /> i �� ' <br /> , � 7. A masonry veneer arch is shown on the front elevation. � <br /> � <br /> I ' <br /> This veneer must comply with the requirements of Chapter 30 of , <br /> � ` the 1988 U?G. Provide details of backing, anchors and �� <br /> ��t calculations demonstrating adequate structural supporc. <br /> � <br /> I <br /> I <br /> � <br />