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. . � � <br /> 2. 1'he flush conVols should be shown on the side of the toilet fazthest from the wall (wide side <br /> of room). Section ] 106.11.5.4. <br /> 3. Two drinking fountains should be provided, one accessible per Section 1105.4.1, and the <br /> other at normal mounting heights. Section 2903.4. <br /> Structural <br /> 1. The Engineer of Record should seal the structural drawings. <br /> 2. For an expeditious future mechanical plan review, the location of the rooftop mechanical <br /> units should be sh��wn. Units weighing over 400 pounds will require verification that the <br /> point loads effecting the roof support membecs have been accounted for. <br /> 3. A section showing the dimensions, anchor bolt placement and rebaz reinforcement within the ? <br /> footing supporting the interior shear wall (SWl) should be provided. Section 1806.7 and <br /> Table 18-I-C. <br /> 4. It should be verified that the expansion anchors have been re-evaluated for cyclic loading <br /> capability(post Northridge). The evaluation report should be noted. • <br /> 5. The !russ to truss strap connection detail at the interior wall line should be provided. Section <br /> 1633.2.9. <br /> 6. The quick-bolt embedment depth should be justified based on Section 1632.2 for shallow <br /> expansion anchor bolts where RP=3.0 and up= 1.5. Section 1633.2.8.1. <br /> Prepare a response letter showing where each item in this wrrection letter is add*.essed on the <br /> plan set. <br /> Upon submittal 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 /> ��6 Lee <br /> Plans Examiner <br /> TL:jt:B9907-02I <br /> 2 � <br />