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HomeMy WebLinkAbout250 NUTMEG ROAD SOUTHON C Z I —I E 1 7-0 - Sprinkler Head Schedule Symbol Count Thread K—Factor Description Note �i 28 1 /2" 5.6 RELIABLE F1 FR QUICK RESPONSE CHROME RECESSED PENDENT © 155 DEGRESS (2) PIECE CHROME RESSED ESCUTION C 15 1 /2" 5.6 RELIABLE F1 FR QUICK RESPONSE CHROME RECESSED PENDENT (5 286 DEGRESS (2) PIECE CHROME RESSED ESCUTION 81 1 /2" 5.6 RELIABLE F1 FR56 BRASS UPRIGHT SPRINKLER @ 286 DEGREES 124 = Toto' Number of Heads SYMBOL LEGEND s-o CEILING HEIGHT' CiX HYDRAULIC REFERENCE NODE 8 -0 PIPE CLABOVE FINISH FLOOR (AFF) Main A MAIN FABRICATION TAG # L01 BRANCHLINE FABRICATION TAG 0 LONGITUDINAL SEISMIC BRACE (IF REQUIRED) X LATERAL SEISMIC BRACE (IF REQUIRED) 4-WAY SEISMIC BRACE (IF REQUIRED) N D - z EXIST SPRINKLER RISER UNIT A UNIT B GENERAL NOTES: KEY PLAN - NTS 1.) OCCUPANCY: OFFICE/LIGHT MANUFACTURING 2.) THE SPRINKLER SYSTEM IS AN EXISTING HYDRAULICALLY CALCULATED SYSTEM. THE NEW FIRE SPRINKLERS ARE SPACED IN ACCORDANCE w/ NFPA 13 2010 EDITION FOR ORDINARY HAZARD GROUP II OCCUPANCY FOR MACHINE SHOP/LIGHT HAZARD OCCUPANCY IN OFFICE AREAS. 3.) NEW PIPE SIZING IS BASED ON THE EXISTING PIPE SIZING. NO HYDRAULIC CALCULATIONS ARE PROVIDED. 4.) ALL NEW 2 2" AND LARGER PIPING SHALL BE SCH 10 BLACK PIPE W/ROLL GROOVED ENDS AND GROOVED FITTINGS, MECH TEES OR WELDED OUTLETS. ALL 1" THRU 2" PIPING TO BE SCH 40 BLACK PIPE w/BCI SCREWED FITTINGS. 5.) ALL HANGERS SHALL BE FURNISHED & INSTALLED IN ACCORDANCE w/ NFPA #13 2010 6.) STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED COMPONENTS HAS NOT BEEN INCLUDED AS PART OF THIS CONTRACT. 7.) THIS AREA IS TO BE ADEQUATELY HEATED (ABOVE 40°F), PIPE IS FILLED WITH WATER AND MUST BE KEPT FROM FREEZING. THIS DRAWING IS PREPARED BY RED HAWK FIRE & SECURITY FOR USE IN CONJUNCTION WITH THIS PROJECT AND IS FOR USE SOLELY WITH RESPECT TO RED HAWK WORK ON SUCH PROJECT. RED HAWK FIRE & SECURITY RETAINS ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING COPYRIGHT. THIS DRAWING AND ASSOCIATED CALCULATIONS SI-DELL NOT BE USED BY OTHERS ON OTHER PROJECTS OR FOR PERFORMANCE, COMPLETION, OR ADDITION TO THIS PROJECT BY OTHERS EXCEPT BY AGREEMENT OF RED HAWK IN WRITING AND WITH APPROPRIATE COMPENSATION TO SUCH. 1 17/23/11 CHANGES PER FIELD CHECK IPJU REV.# I DATE I REVISION IDR. BY RED HAWK www.RcdHawkTJS.com FIRE & SECURITY MA SC#5864, CT FRP#0040818-F] 55 ROBINSON BOULEVARD RI FPM#374, MA FA#607C ORANGE, CT 06477 RI FA##9065, CT ELC##105916-L5 TEL 203-672-9699 FAX 203-891-8858 OXFORD PERFORMANCE MATERIALS 250 NUTMEG ROAD SOUTH SOUTH WINDSOR, CT FIRE SPRINKLER PLAN DRAWN BY: CHECKED BY: UNDERWRITER: JOB Pi -Li 071416/ SCALE: DATE: SHEET 3/16" = 1'-0" 2/25/16 NO- FP1 of 1 M M M z � C Z_ L 1 7-o _ EXIST SPRINKLER RISER GENERAL OCCUPANCY: OFFICE/LIGHT MANUFACTURING THE SPRINKLER SYSTEM IS AN EXISTING HYDRAULICALLY CALCULATED SYSTEM. THE NEW FIRE SPRINKLERS ARE SPACED IN ACCORDANCE w/ NFPA 13 2010 EDITION FOR ORDIINARY HAZARD GROUP II OCCUPANCY FOR MACHINE SHOP/LIGHT HAZARD OCCUPANCY IN OFFICE AREAS. NEW PIPE SIZING IS BASED ON THE EXISTING PIPE SIZING. NO HYDRAULIC CALCULATIONS ARE PROVIDED. ALL NEW 2 1" AND LARGER PIPING SHALL BE SCH 10 BLACK PIPE W/ROLL GROOVED ENDS AND GROOVED FITTINGS. MECH TEES OR WELDED OUTLETS. ALL 1" THRU 2" PIPING TO BE SCH 40 BLACK PIPE w/BCI SCREWED FITTINGS. ALL HANGERS SHALL BE FURNISHED & INSTALLED IN ACCORDANCE w/ NFPA #13 2010 STRUCTURAL LOAD BEARING ANALYSIS OF THE FIRE SPRINKLER SYSTEM AND ITS RELATED COMPONENTS HAS NOT BEEN INCLUDED AS PART OF THIS CONTRACT. THIS AREA IS TO BE ADEQUATELY HEATED (ABOVE 40°F), PIPE IS FILLED WITH WATER AND MUST BE KEPT FROM FREEZING. Sprinkler read Schedule Symbol Count Thread K—Factor Description Note 28 1 /2" 5.6 RELIABLE F1 FR QUICK RESPONSE CHROME RECESSED PENDENT @ 155 DEGRESS (2) PIECE CHROME RESSED ESCUTION C 15 1 /2" 5.6 RELIABLE F1 FR QUICK RESPONSE CHROME RECESSED PENDENT @ 286 DEGRESS (2) PIECE CHROME RESSED ESCUTION 81 1 /2" 5.6 RELIABLE F1 FR56 BRASS UPRIGHT SPRINKLER @ 286 DEGREES 124 = Total Number of Heads