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Ltr. A. Clark it <br />July 27, 2001 <br />Page 2 <br />9. The dead weight of the walls must be included when calculating V in the seismic <br />calculations. <br />10. The seismic calculations do not include vertical force distribution. (EQ 30-15) <br />II. Provide connectivity or verification of connectivity for the southwest corner of the <br />house to the shear panels at the northwest corner. (Both roof and floor levels). (Line <br />R-3 in Calcs) <br />12. Provide detail of concrete porch at laundry room, show how it is attached to the new <br />foundation to resist differential settling. <br />13. Show on plans how new foundation will he attached to the existing foundation. <br />14. Provide header size carrying roof load at bay in kitchen. Bay roof is required to have <br />R-30 insulation. <br />15. Verify that existing window headers are adequate for new roof loading. <br />16. All footing shall rest on undisturbed soil. Show how the foundation at the bay in the <br />kitchen meets this requirement. <br />17. All nailing shall comply with table 23.11-B-1 or as specified by strucmrai enairecr <br />18. The space designated on the plans as storage would require a one -hour tire--esistite <br />assembly. The exception in Section 302.4 is specific to she occupan:y separation <br />between Group R, Division 3 and Group U occupancies. In either case, the window <br />within the storage (garage) is not allowed. <br />19. The detail for the slab on grade does not show a minimum width at the footing of 12" <br />or (2) #4 rebar continuous, in the footing. This would be required if the space were to <br />be enclosed with exterior walls. <br />20. Glue -laminated beams that are expoFed to the weather shall be exterior grade beams. <br />21. Provide detail of flashing at deck connection. <br />Please prepare a response letter showing where each item in this correction letter is addressed <br />on the plan set. <br />Upon resubmittal of the drawings, your application will be given priority and plan review will <br />recommence. <br />All required submittals shall be of sufficient detail and contain sufficient information to ensure <br />that the proposed structure will be constructed in compliance with all adopted codes. <br />Sincerely, <br />Jeff Heilman <br />Development TechniciarL DEDUPLNCKMSTR/NEILMAN/C0RW021 U330 W MUK ILTEO BLVDI <br />