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.t <br />Ltr. B. Blair (C0304-018) <br />May 1, 2003 <br />Page 2 <br />3. At least one handrail at the front stairs must continue in the direction of travel <br />(and between 34"- 38") a minimum of 12" past the top riser and 23" past the <br />bottom riser. Section 1003.33.6 <br />4. All structural exterior wood should be specified to be either pressure treated or of <br />natural resistance to decay. Section 2306.8 <br />5. The beam calculations shown are not complete: <br />a. 'The beam must be checkedfor momen., chear and deflection. <br />b. The Floor loading for the second floor is S�J psf per Table 16-A. <br />c. The tributary load area should be shown graphically (second floor <br />framing). <br />d. The grade and species of the beam must be shown. <br />e. The loads must be traced to the foundation. <br />f. The calculations must be provided by a lumber yard (which provides in- <br />house engineering), licensed contractor, architect or engineer. <br />6. The plans should note that the basement will not be used for any purpose <br />(including storage) unless a second, caie-complying exit is consWcted (under <br />permit). Section 1004.2.3.2 <br />Please prepare a response letter showing where each item in this cotrection letter is <br />addressed on the plan set. <br />Upon resubmission of the drawings, your application will be given priority and plan <br />review will recommence. <br />All required � �mittals shall be of sufficient detail and contain sufficient information to <br />ensure that ,�ie proposed structure will be constructed in compliance with all adopted <br />codes. <br />Sincerely, <br />�ii��' <br />Tony R. L.ee <br />Plans Examiner <br />