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KYLE D DUMBLETON Page 3 9/5/2008 • IBC 1609.5.1 Roof deck shall be designed to withstand wind pressures of ASCE 7. • IBC 2902.1/Comm 62.2902(1)(a)2.-Drinking facilities are required based on the type of occupancy and in the minimum number shown in Table 2902.1,unless water is served in restaurants or where other acceptable arrangements are made to provide drinking water. Reminders • IBC 803.5-Interior wall&ceiling finishes shall have a flame spread index not greater than Table 803.5. • IBC 906.1 -Provide fire extinguishers per IFC 906. • Fire extinguishers shall be selected, installed and maintained in accordance with IFC 906 and NFPA 10. • IBC 1011.1 -Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. Access to exits shall be marked by readily visible exit signs in cases where the exit or the path of egress travel is not immediately visible to the occupants. Exit sign placement shall be such that no point in an exit access corridor is more than 100 feet from the nearest visible exit sign. Address the need for 90 minute continued illumination in case of power loss. • IBC 1210.2-Walls within 2 feet of urinals and water closets shall have a smooth,hard,nonabsorbent surface, to a height of 4 feet above the floor,and except for structural elements,the materials used in such walls shall be of a type that is not adversely affected by moisture. • IBC 1405.3.2-Provide flashing and weepholes in the first course of masonry above grade and above supports. • IBC 1507.2.8.2-Provide ice dam protection for the roof assembly as required per this section. Designer to indicate requirement and assembly on plans. • IBC 1609.1 -Buildings,structures and parts thereof shall be designed to withstand the minimum wind loads prescribed herein.Decreases in wind loads shall not be made for the effect of shielding by other structures. • IBC 1907.7-Minimum concrete covering of reinforcing is required. • IBC 2104.1.8-Weep holes provided in the outside wythe of masonry walls shall be at a maximum spacing of 33 inches on center. Weep holes shall not be less than 3/16 inch in diameter. • IBC 2304.9.1-Connections for wood members shall be at least the number and size of nails or fasteners in wood members as set forth in Table 2304.9.1,unless more are required by design method. • IBC 2603.4.1.3 No thermal barrier or sprinkler shall be required where foam plastic insulation in walk-in coolers or freezers does not exceed 4 inches,has a covering of at least 0.032 inch aluminum or 0.016 inch corrosion-resistant steel,a maximum 75 flame spread index and the coolers and freezers are under 400 sf in aggregate floor area. The foam plastic may be up to 10 inches thick with a thermal barrier. • IBC 2603.9 Provide test data per FM 4880,UL 1040 or UL 1715 in the end-use configuration performed on finished material,including joints. Acceptance of the large scale test data shall permit the use of foam plastic insulation to skip the requirements associated with sections 2603.4 through 2603.6. • ICC/ANSI A117.1 Sec.601.1 -Plumbing elements and facilities in this building shall be accessible,unless meeting an exception to the scoping provisions of this code,and shall be designed to provide required minimum wheelchair turning space, fixture positioning,clearances and heights,grab bars,accessible accessories and controls. • Comm 62.1101(2)/ANSI A117.1 602,305,306&309-Provide required accessible drinking fountains and water coolers with the required clear floor space,heights and controls. • Comm 62.1101.2/ANSI A117.1 604.5-Provide a grab bar behind the water closet which is a minimum of 24" (36"when possible)and offset 12"to the open side of the water closet. The grab bar beside the water closet shall be at least 42"and shall extend a minimum 54" from the wall behind the water closet.The height of the grab bar shall be between 33"-36"above the finished floor per 609.4. A vertical grab bar 18"minimum in