| | Department Issues | Signed Off | Intl |
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Review of the truss engineering submitted with the documents shows the following discrepancies (we went through this same problem with the truss engineering at the time of the original plan review for permitting):
1. The following roof trusses have uplift reaction loads which exceed capacity of the specified hangers: R02,R101, R28, R72 and R93. Provide corrected hanger specs for these trusses, signed, sealed and dated by the truss system engineer.
2. The following roof trusses are lacking specs for the required truss-to-truss connectors: R04, R04A, R05, R05A, R06, R06A, R07, R39, R40, R41, R42, R43, R49, and R94. Provide connector specs for these trusses, signed, sealed and dated by the truss system engineer.
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11/18/2003
| TEW |