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. . :...;._�: pUBt/C WO�� <br /> . � . <br /> PC q48226 <br /> May 25, 1995 <br /> Page 2 <br /> ✓3. <br /> Floor dra►°S 1° t►�e p�T�ng g�ge must drain ro an aPProved oillwater <br /> separator. acent <br /> �4 Guardcails on the p <br /> ublic exit balcony must be 42" minimum height if adj <br /> grade is 30" o[ more below the floor sutface. <br /> � provide conswction details for the glass guardrails. <br /> �6 gtairs from the exit balcony <br /> must have handrails b�°nd the topOnethe dirdectionsof <br /> extend 23" beyond the bottom riser and 12" bey <br /> Styir travel. <br /> ��, provide a seccion through the stair from the balcony to Grand Avenue. <br /> �g Icoof downspouts must be tightlined to the storm sewer. <br /> ��q, Provide access to ezch attic area• lans. <br /> ✓10. Provide attic ventilation calculations and illuort ael'ive lo d of 100 p•s.f. <br /> �11. The exit balconies must be designed to supp <br /> i/lZ, provide details to show how roof and floor diaphrag <br /> m shears will be transferred <br /> to vertical <br /> sheaz'-resisting elements and to show how shears in vertical shear" <br /> resisting liance with the allowable values. <br /> elements will be traasferred from level to level. Connections must <br /> justified with structural calculations for comp <br /> ✓13. <br /> Re-detail sec• DIS-S. Show clearances. Call out all bar sizes and spacings. <br /> Develop all tension steel• <br /> CIT <br /> Y OF EVERETT• 3200 Cedar Street• Everett,WA 98201 • (2�6) 259"8800 • Fax (206) 259•8856 <br />