Geotechnical/Geologic site condition: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Structural damage: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Non-structural damage: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Contents and furnishings damage: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Post-earthquake inspection tag: xxxxxxxxxxxx Estimated down time: xxxxxxxxxxxx Estimated repair costs: xxxxxxxxxxxx Estimated repair time: xxxxxxxxxxxx Table 5- 3 Photo No. Item Description Type* No. Gravity Load System Deficiencies: Split ring Slipping or do not satisfy calculations connections: Truss Top Un-Braced Chords: Bolted Slipping or do not satisfy calculations connections: Plywood Insufficient nailing gusset plates: web Cut or missing members Truss Type 1: Overstressed due to snow loads Wood splitting at the connections Truss top and bottom chords: Steeple Inadequate connection support connection: Suspended Inadequate connection ceiling support framing:
Geotechnical/Geologic site condition: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Structural damage: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Non-structural damage: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Contents and furnishings damage: xxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx Post-earthquake inspection tag: xxxxxxxxxxxx Estimated down time: xxxxxxxxxxxx Estimated repair costs: xxxxxxxxxxxx Estimated repair time: xxxxxxxxxxxx Table 5- 3 No. Item Description Photo No. Type* Gravity Load System Deficiencies: Split ring connections: Slipping or do not satisfy calculations Truss Top Chords: Un-Braced Bolted connections: Slipping or do not satisfy calculations Plywood gusset plates: Insufficient nailing web members Cut or missing Truss Type 1: Overstressed due to snow loads Truss top and bottom chords: Wood splitting at the connections Steeple support connection: Inadequate connection Suspended ceiling support framing: Inadequate connection
SER-T-Seminaries-and-Institutes-US.docx