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18-999 <br />Item 36: <br />a. By others. <br />b. Noted. See details 3/S 1 and 4/S 1 <br />c. By others. <br />d. By others. <br />e. By others. <br />f. By others. <br />Structural: <br />Item 2 <br />a. Noted. The detail has been revi <br />framing. <br />b. Noted. A sill plate connection l <br />C. Noted. A detail has been added <br />existing floor joists. See Detail X <br />Item 3. Noted. See 31 c above. <br />to show a direct connection to the existing floor <br />been added to the detail. <br />show the condition of walls running parallel to the <br />l <br />Item 4. Noted. Balcony walls have been esi <br />sheet 1 & shear wall schedule on sheet S 1. <br />Item 5. Noted. Balcony guard have been <br />1 & detail 6/S 1. <br />Item 6. Noted. Special inspection notes <br />of the general notes. See Sheet S 1. <br />If there are any questions about this report <br />call me at the above number between 8 M <br />with you in the future. <br />Sincerely, <br />Thomas J. Pitzer, PE <br />cc: <br />1— File —18-999 <br />for 50 psf wind load. See attached calculations, <br />for 200 lb load. See attached calculations, sheet <br />been added to the Inspections and Concrete sections <br />pr if I can be of any further assistance, please feel free to <br />and 5 PM Monday — Friday. I look forward to working <br />Page.2,of-2f <br />. EXPIRES 12-02-20 <br />