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=—=— =— Above Ground � � <br /> � �� �� � P.o. Box 1350 <br /> �.<,.z�i�� �=::� .:;�=;� <br /> � --� �� �- � ��`` Largo, Florida 33779-1350 <br /> ��- �� , � _ �y S p ri n k l:e r P i p i n g �-�727)_530-4521 50901100012004 <br /> CONIIN�RCIAL FIRE <br /> & COMMUNICATIONS SITE#: <br /> Operation � , <br /> ❑ Pneumatic ❑ Electric ❑ H draulic ' ,.r; <br />�'"� Piping supervised ❑Yes ❑ No Detecting media supervised ❑Yes ❑ No � <br />,: ;. <br />`;:r, � Does valve operate from the manual trip, remote or both ❑Yes ❑ No <br /> Deluge and control statioris? <br /> preaction Is there an accessible facility in each circuit If no, explain <br /> valves for testing? ❑Ye ❑ No <br /> b. �. NA <br /> N/A <br /> ' Does each circuit operate Does each circuit operate Maximum time to <br /> Make Model su ervision loss alarm? valve release? o erate release <br /> Yes No Yes No Minutes Seconds <br /> ' ❑ ❑ ❑ ❑ <br /> Pressure Location Make and Setting Static pressure Residual pressure Flow rate <br /> reducing and floor model flowin � - <br /> valv,�e test Inlet si Outlet si Inlet si Outlet si Flow m <br /> i� <br /> N/A� ❑ If checked, see attached listin for additional ressure reducin valves <br /> Hvdrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.6 bar)for 2 hours or 50 psi(3.4 bar)above <br /> _ static pressure in excess of 150 psi for 2 hours. Differential dry-pipe valve clappers shall be left open during the test to ' <br /> Test Prevent damage. All aboveground leakage shall be stopped. . <br /> description Pneumatic: Establish 40 psi air pressure and measure drop,which shall not exceed 1%psi(0.1 bar) in 24 hours. Test <br /> �, pressure tanks at normal water level and air pressure and measure air pressure drop,which shall not exceed 1'/psi <br /> 0.1 bar in 24 hours. . � <br />; All piping hydrostatically tested at �(�� psi ( bar)for hours If no, state reason ' <br /> '�, Dry piping pneumatically tested ❑Yes ❑ No ❑ NA <br />� �;. E ui ment o erates ro erl ❑Yes ❑ No <br />� ; Do you certify as the sprinkler contractor that additives and corrosive chemicals, sodium silicate or derivatives of sodium <br /> silicate, brine or other corrosive chemicals were not used for testing systems or stopping leaks? <br /> ❑ Yes ❑ No <br /> Drain Reading of gauge located near water supply Residual pressure with valve in test� <br /> Tests test test connection: si bar connection o en wide: si tf��3 bar <br />' Underground mains and lead-in connections to system risers flushed before connection made to <br />' sprinkler piping <br />' Verified by copy of the Contractor's Material and ❑Yes � No Other Explain <br /> Test Certificate for Underground Piping ' <br />� Flushed b installer of under round i in ❑Yes O,No ' <br />' If powder-driven fasteners are used in concrete, ❑Yes ❑ No If no, explain <br />' has representative sample testing been 'qNA <br /> satisfactoril com leted? <br />� Blank testing Number used Locations Number removed <br /> askets <br /> Welded i in � Yes ❑ No <br />, � If es... ' <br /> -Do you certify as the sprinkler contractor that welding procedures used complied with the �q Yes ❑ No , <br />� minimum requirements of AWS B2.1,ASME Section IX Welding and Brazing Qualifrcations, � - <br />� or other applicable qualification standard as required by the AHJ? <br />'� � <br />� Do you certify that all welding was performed by welders or welding operators qualified in 0 Yes ❑ No <br /> accordance with the minimum requirements of AWS B2.1,ASME Section IX Welding and '�, <br /> Welding Brazing Qualifications, or other applicable qualification standard as required by the AHJ? <br /> , \ <br /> � Do you certify that the.welding was conducted in accordance with a documented quality �� Yes ❑ No <br /> ' _ control procedure to ensure that(1)all discs are retrieved (2)that openings in piping are ��, <br /> smooth;that slag and other welding residue are removed, (3)the intemal diameters of � <br /> piping are not penetrated; (4)completed welds are free from cracks, incomplete fusion, <br /> surface porosity greater than 1/16 in.diameter, undercut deeper than the lesser of 25% of <br />; the wall thickness or1/32 in.; and (5)completed circumferential butt weld reinforcement does ; <br /> , not exceed 3/32 in.? <br />