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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| CESMD |
| Information for Strong-Motion Station |
| Templeton - 1-story Hospital |
| CGS - CSMIP Station 36695 |
| Earthquakes recorded by this station |
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| (Station Photograph - click to enlarge) | (Sensor Layout - click to see PDF File) |
| Latitude | 35.5555 N |
| Longitude | 120.7200 W |
| Elevation (m) | 262 |
| Site Geology | Shallow alluvium over rock (shale) |
| Vs30 (m/sec) | 411 (inferred) |
| Site Class | C |
| Remarks/Notes | Site information sources |
| No. of Stories above/below ground | 1/0 |
| Plan Shape | Irregular |
| Base Dimensions | 336' x 277' |
| Typical Floor Dimensions | 336' x 277' |
| Design Date | 1975 |
| Instrumentation | 1994. 9 accelerometers, on 2 levels in the building. 3 accelerometers at a reference free-field site. |
| Vertical Load Carrying System | 1/2" plywood on wood joists (2x6 and 2x12) and truss joists (TJL) at 24" o.c. supported on bearing walls (2x6 studs at 16" o.c.). |
| Lateral Force Resisting System | Plywood sheathed shear walls in both directions. Shear walls are made of 2x6 studs at 16" o.c. sheathed with 1/2" plywood on one side. Roof diaphragms consist of 1/2" plywood sheating nailed to joists. |
| Foundation Type | Concrete grade beams under all shear walls. 5" concrete slab on grade. |
| Remarks | 1) The building was designed as per Titles 17, 19, and 24 of the State of California Administrative Code. 2) It was instrumented as part of the OSHPD/CSMIP Hospital Instrumentation Project. |