C***@ch2m.com
2016-11-14 17:01:25 UTC
Iâve been hunting the answer to this question and so far have come up short.
I have a case where there are drops off the bottom of 2â branch lines down to sprinklers in a ceiling 15 feet below. They are hard piped to within 2-3 ft of the ceiling with a flex drop from that point to the ceiling.
This is seismic design cat. B, so no EQ bracing required.
Iâve been trying to find rules on bracing of vertical drops but find only info on unsupported armovers, which this is not.
Also the pump rated pressure is 150 psi so the system will see pressures over 100 psi.
Any help on locating that elusive one line or paragraph on bracing requirements for vertical drops would be appreciated.
Craig L. Prahl
Fire Protection Group Lead/SME
CH2M
200 Verdae Blvd.
Greenville, SC 29607
Direct - 864.920.7540
Fax - 864.920.7129
CH2MHILL Extension 77540
***@ch2m.com
I have a case where there are drops off the bottom of 2â branch lines down to sprinklers in a ceiling 15 feet below. They are hard piped to within 2-3 ft of the ceiling with a flex drop from that point to the ceiling.
This is seismic design cat. B, so no EQ bracing required.
Iâve been trying to find rules on bracing of vertical drops but find only info on unsupported armovers, which this is not.
Also the pump rated pressure is 150 psi so the system will see pressures over 100 psi.
Any help on locating that elusive one line or paragraph on bracing requirements for vertical drops would be appreciated.
Craig L. Prahl
Fire Protection Group Lead/SME
CH2M
200 Verdae Blvd.
Greenville, SC 29607
Direct - 864.920.7540
Fax - 864.920.7129
CH2MHILL Extension 77540
***@ch2m.com