Laserfiche WebLink
3. Engineering Review of Tanks & Equipment Covered by CalARP Program <br />C:\TRICH\Jobs\4515582 Leprino Tracy\Report\Leprino Tracy CalARP 040221.docx 3-5 <br />Equipment in the Main Engine Room was manufactured between 1973 and 2002. <br />Therefore, all the equipment is not accepted purely based on date of installation per <br />CalARP guidelines. Calculations indicate that floor mounted equipment in this room <br />would be designed for 43% of gravity if anchorage were designed to the current code <br />based on factors associated with pressure vessels without skirts at grade. This applies <br />to all the compressors. Based on analyses of the compressors, they have adequate <br />anchorage with a maximum demand-to-capacity ratio (DCR) of 0.70. <br />The suction trap tank (SA-1) is supported by two pipe columns that are anchored to the <br />floor and adjacent wall. However, no u-bolts were observed at the support points <br />indicating that the columns only provide vertical support for the tank (Figure 3-27). A <br />positive connection to the supports is required to provide lateral support to the tank. <br />Additional lateral bracing or restraint may be necessary. <br />Piping in the Main Engine Room appears inadequately braced (Figure 3-28). Only <br />vertical support hangers were observed. Vertical hangers appear to be either directly <br />welded to roof framing members or attached to roof framing using compression clamps <br />without restraining straps, which would prevent them from falling off the beam if they <br />become loose (Figure 3-29). Without lateral bracing, the piping may sway excessively <br />resulting in damage to the piping or connections to the equipment. <br />Roof above the Main Engine Room <br />There are six evaporative condensers (cooling towers) with ammonia supported by the <br />roof over the Main Engine Room including EC-1, EC-2, EC-3, EC-4, EC-6 and EC-7. <br />Condenser EC-5 does not utilize ammonia. <br />Condensers EC-1 and EC-2 are adequately welded directly to the support framing with <br />approximately thirty ¼-inch welds that are each approximately 4 to 6 inches long. The <br />resulting DCR ratio is 0.02. As recommended by the previously evaluation, angle <br />snubbers welded to the support framing were provided at the corners of <br />condensers EC-3 and EC-4 (Figures 3-30 and 3-31). The calculated DCR ratio for the <br />snubbers is 0.21. The restraint for condenser EC-6 has been updated with snubber <br />angles welded to the support framing as recommended by the previous evaluation <br />(Figures 3-32 and 3-33). The resulting DCR ratio is 0.38. EC-7 is adequately secured