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. � � <br /> 5. Bwldings over 6,000 sq. ft. and undergoing a change in occupancy or an addrtion �n <br /> ��. �. floor area are required to be provided with monitored fire detection system (Ciry <br /> �"��p��' Ordinance 1902-91). The plans should indicate this requirement. <br /> ��1� 6. A one-hour occupancy separation is required between the apartments and the tavem <br /> ��� ��`'�+�• and or retail space. Provide a cross section for any wall or floor/ceiling describing all <br /> construction materials and methods along with the justifying ICBO, UL, GYP. <br /> S�,`��� a Assoc., etc. assembly identification number. If doors will be included as part of the <br /> ����y� _ o�;, � occupancy scparation, they must alse have a rating of one-hour. UBC 302. <br /> �}. <br /> �,ul,Q���'� 7. Walls and all other structural members (beams, columns, etc.) that support the <br /> va occupancy separation from item k6 are required to be protected with one-hour fire- <br /> oQ . resistive construction. Provide cross sections and agency assembly identification <br /> �� numbers. UBC 30?.2. Fire blocking per section 708.2 must be indicated as well. <br /> �p �y,�' 8. Walls that separate the residential units are required to be of one-hour fire-resistive <br /> ��� ��,�'' construction. Provide cross sections and agency assembly I.D. numbers. UBC <br /> L^ 310.2.2. <br /> 0� <br /> 9. Provide a more accurate depiction of the stainvay. The tloor plans must cleady show <br /> �( the continuation of the occupancy separation between the tavern and the exit path <br /> �J`���c'��,�5 from the apariments. <br /> � S,�q�� s. 10. Handrail requirements should bc shown. The top handrails should be placed not less <br /> �{. �w�' ��� than 34 inches (86a mm) or more than 38 inches (965 mm) above the nosing of <br /> ��� k5 treads. (Section 1003.3.3.6). <br /> �y. <br /> �� 1 I. Handrails projecting from a a�all should ha��e a space of not less than 1-I/2 inches (38 <br /> / mm) bea�ren the wall and the handrail. (Section 10033.3.6). <br /> 12. Tlte handerip portion of handrails shoufd not be less than 1-1/�4 inches (32 mm) or <br /> more than 2 inches (51 mm) in cros�:sectional dimension or the shape should provide S7��k <br /> an equivalcnt eripping surface. 'fhc handerip portion should have a smooth surface p <br /> ��•ith no s!iaip comcrs. (Section 10033...6). /� 'vf l <br /> 13. 1landrail cnds shall be retumed or shall ha��e rounded terminations or bends. (Section ; <br /> 1003.3.3.6). <br /> 1 <br /> Id. ;\t Icast onc handrail should extend at Ieast 12 inches (30� mm) beyond the top and a <br /> � tread depth plus 1? inches beyond die bottom riser. (Section 1003.3.3.6). <br /> l�. Guardrails 1'or stairs, balconies and landings should cunform to Section �09. Note <br /> that maximum clearance between intermediate rails should be d inches (102 mm) and <br /> guardrail height should be at Ieast �� inches (1067 mm), 36 inches (91a mm). <br /> Section i09. <br /> 16. :\II e�its are required to discharge to_a public�v:i}Thunsiica ' exit does not. <br /> � UI3C 1006.1. f\II exus must b� �vheelchair accessible per Se,:tion 1104.1. <br /> C\���\��� uo-r �}pnrt�scc.� --- � �`� <br /> 5� <br />