The URL can be used to link to this page

Home My WebLink About3525 NORTH FORK AVE; ; AS110023; Permit7/19/22, 3:56 PM AS110023 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS110023 3525 NORTH FORK Job Address: AV Permit Type: SPRINK Parcel No: 1683726900 Lot #: 0 Status: ISSUED Applied 3/1/2011 Approved: 3/1/2011 Reference No.: Issued: 3/1/2011 PC #: Inspector: Project Title: ROCK ROSE SPRINKLER INSPECTION THREE FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: Owner: BROOKFIELD ROBERTSON P A 16 L L C 12865 POINTE DEL MAR WAY #200 DEL MAR CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 -195 0 0 about:blank 1/1 As u ous r-Auo03 Parsley Consulting 350 West 9th Avenue, Suite 206 Escondido, California 920255053 Telephone (760) 745-6181 Fa(760) 745-0537 February 24, 2011 Mr. James Weigand City of Carlsbad Fire Department Office of Fire Protection Services 1635 Faraday Avenue Carlsbad, California 92008 Subject: Plan Review for Rockrose At Robertson Ranch, Plans 1-3, Carlsbad, California Dear Mr Weigand: We have reviewed the submittal as prepared by Innovative Fire. Based on our review it is our opinion that the submittal is in substantial conformance with the applicable codes and standards in force at this time, including local adopted ordinances. Further submittal should not be required. Sincerely, Xenneth EYCONSULTJNG W agone, T Office Manager End (1) Working Drawings - 2 sets Hydraulic Calculations - 2 sets Review Comments - 1 set Note: A copy of this letter has been transmitted via fax to Innovative Fire on Febru Y 24, 2011 9577 CA ;t.-3 5I3 ii 1 it It 6/IO JO L/ 3 I' ft C4311 file:\C ni :\1)ocuents and Settings\Ken\Rev211128.001,wpd 031(7 611/ o1IO3f Rockrose At Robertson Ranch Review Comments. Page 2 Review Comments Rockrose At Robertson Ranch, Plans 1-3, Carlsbad, California On plan 1 there was a minor dimension error, which has been redlined. No resubmittal required. On plan 2 the second floor was mis-labeled, and this has been redlined. No resubmittal required. Revised hydraulic calculations for plan 2 resulted in revisions to the hydraulic sign, and these have been redlined. No resubmittal is required. The following comments are for your information and will appear on every residential sprinkler review. The alarm bell must be capable of being heard, above background noise, with doors closed, in all living areas of the residence. This will be checked at final acceptance. Pressure required at base of riser will be verified to be available at time of final acceptance. Sprinkler heads are omitted from bathroom areas under 55 SF in area with noncombustible plumbing fixtures. Fixtures will be verified at final acceptance. Sprinkler head blockage or pattern disruption caused by beams or other obstructions will be verified to not exist at final acceptance inspection. Sprinkler heads should be located the proper distance from heat sources (stoves, kitchen ranges, fireplaces, heat diffusers, etc.) This will be checked at final acceptance inspection. Sprinkler heads located in an unconditioned space (garage, water heater closet, etc.) should be fast response type with an appropriate temperature rating, commercial heads are acceptable in these areas. All exposed piping shall be black steel or copper. Concealed piping can be CPVC plastic. 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 42/14/2011 C:\HASS74\c4519.SDF JOBrITLE: ROCKROSE PLAN 1X TWO HEAD CALC-2nd FLOOR As~toov;r-j *'WATER SUPPLY DATA Aioo SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 63.0 57.6 500.0 63.0 31.0 58.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.0 GPM TOTALHOSE STREAM ALLOWANCE AT SOURCE 00 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26:0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 SOURCE 58.7 31.0 2 47.6 2A -10 43.6 HOSE STREAM 42.5 5.0 R 20 40.4 - P - - : = - - - 20 - - - U.2 -1.0 - - -- 35.6 U.3 1.0 --- 33.6 U.4 1.0 --- 32.9 3 3.5 - - - 31.0 - - - 4 6.5 - --- 28.0 5 9.5 - - - 22.2 - - - 6 9.5 - 19.2 - - - 7 - - 9.5 - 1 16.1 - - - 8 - - 20.0 - - -- 9.6 BA 19.5 - - - - - - 9 20.0 - = -- 7.3 9A 195 K= 4.90 7.1 13 10A 19.5 K= 4.90 7.0 13:0 s have heer reviewed for apparent contpliaiice rretit applicable codes and staitdards in knee diction The owner or contraciol ma utilize Fwoh CIT'( OF CAR[_ BIAD in supportof an application w a building h the express uiidersiaiidiilg lint this FIRE DEPARTMENT relieves the owner or contractor oi ihcii APPR OVED priilessioflal engineer or architect tor sole responsibility for lull coinpb ance with said codes and standards, lincluding the building code or for any responsihilty boi Subject to ficd tnpctoi and quired Ideficiencies errors omissions or negligence in these tests, nota'iois 't cr • review , or not noted in his review correspondi 'cc rc :' 'i.L wth te /4//t Reviewer; regulac s. ii 'v. i9 of these plans shinn' I. . tj-cMMENl) APPROVAL A or ap tt e vioitoi of 0 RECOMMfNt) APlRO VAt.. AS NOTED P, y '' 4 ce75 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/14/2011 C:\HASS74\C4519.SDF JOB.TITLE: ROCKROSE PLAN 1X TWO HEAD CALC-2nd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.0 0.995 FL 35.00 PF 11.1 1 -1.0 SRCE 58.7 (N/A) 12.8 150 FTG TG FE 0.0 2 -1.0 0.0 47.6 0.0 0.251 TL 44.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -1.0 0.0 47.6 0.0 4.0 psi, 31.0 gprn 2A -1.0 0.0 43.6 0.0 Pipe: 3 31.0 1.025 PL 2.00 PF 1.1 2A -1.0 0.0 43.6 0.0 12.1 150 FTG E FE 0.0 U.1 -1.0 H.S. 42.5 5.0 0.217 TL 5.00 PV Pipe: 4 26.0 1.025 PL 2.00 PF 0.8 U.1 -1.0 H.S. 42.5 5.0 10.1 150 FTG E FE -1.3 R 2.0 0.0 40.4 0.0 0.157 TL 5.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 2.0 0.0 40.4 0.0 5.0 psi, 26.0 gpm P 2.0 0.0 35.4 0.0 Pipe: 6 26.0 1.590 FL 45.00 PF 1.2 F 2.0 0.0 35.4 0.0 4.2 150 FTG E4L FE 1.3 U.2 -1.0 0.0 35.6 0.0 0.018 TL 63.00 PV Pipe: 7 26.0 1.505 PL 10.00 PF 1.2 U.2 -1.0 0.0 35.6 0.0 4.7 150 FTG 3E2LC FE -0.9 U.3 1.0 0.0 33.6 0.0 0.024 TL 48.00 PV Pipe: 8 26.0 1.025 PL 1.00 PF 0.6 U.3 1.0 0.0 33.6 0.0 10.1 150 FTG E FE 0.0 U.4 1.0 0.0 32.9 0.0 0.157 TL 4.00 PV Pipe: 9 26.0 1.025 FL 2.50 PF 0.9 U.4 1.0 0.0 32.9 0.0 10.1 150 FTG E FE -1.1 3 3.5 0.0 31.0 0.0 0.157 TL 5.50 PV Pipe: 10 26.0 1.049 FL 3.00 PF 1.7 3 3.5 0.0 31.0 0.0 9.7 120 FTG C FE -1.3 4 6.5 0.0 28.0 0.0 0.212 TL 8.00 PV Pipe: 11 26.0 1.101 PL 16.50 PF 4.5 4 6.5 0.0 28.0 0.0 8.8 150 FTG 3E3R FE -1.3 5 9.5 0.0 22.2 0.0 0.111 TL 40.50 PV Pipe: 12 14.5 1.101 PL 50.00 PF 3.0 5 9.5 0.0 22.2 0.0 4.9 150 FTG E3TBR FE 0.0 6 9.5 0.0 19.2 0.0 0.037 TL 80.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/14/2011 C:\FIASS74\C4519.SDF JOBTITLE: ROCKROSE PLAN 1X TWO HEAD CALC-2nd FLOOR 41 'PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 26.0 1.101 FL 16.50 PP 3.2 6 9.5 0.0 19.2 0.0 6.8 150 FTG 2T2R FE 0.0 7 9.5 0.0 16.1 0.0 0.111 TL 28.50 PV Pipe: 14 26.0 1.101 FL 10.00 PF 1.9 7 9.5 0.0 16.1 0.0 8.8 150 FTG T2R FE -4.5 8 20.0 0.0 9.6 0.0 0.111 TL 17.00 PV Pipe: 15 0.0 1.101 FL 4.00 PF 0.0 8 20.0 0.0 9.6 0.0 0.0 150 FTG ETR FE 0.2 8A 19.5 0.0 9.9 0.0 0.000 TL 17.00 PV Pipe: 16 26.0 1.101 FL 15.00 PF 2.3 8 20.0 0.0 9.6 0.0 8.8 150 FTG TR FE 0.0 9 20.0 0.0 7.3 0.0 0.111 TL 21.00 PV Pipe: 17 13.0 1.101 FL 2.50 PF 0.5 9 20.0 0.0 7.3 0.0 4.4 150 FTG ETR FE 0.2 9A 19.5 4.9 7.1 13.0 0.031 TL 15.50 PV Pipe: 18 13.0 1.101 PL 7.00 PP 0.5 9 20.0 0.0 7.3 0.0 4.4 150 FTG E2R PE 0.2 10A 19.5 4.9 7.0 13.0 0.031 TL 16.00 PV Pipe: 19 -11.5 1.101 FL 101.50 PP 3.0 6 9.5 0.0 19.2 0.0 3.9 150 FTG ETSR FE 0.0 5 9.5 0.0 22.2 0.0 0.025 TL 121.50 PV NOTES (HASS): Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.088 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 1. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/14/2011 C:\HASS74\C4519.SDF JOB.TITLE: ROCKROSE PLAN 1X TWO HEAD CALC-2nd FLOOR (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: 11 MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 on 'Ii 80.0 70.0 60. G A U G 50. E LEGEND Available pressure 62.97 psi @ 31.0 gpm Required pressure 58.67 psi @ 31.0 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/14/2011 C:\HASS74\C4519.SDF JOB TITLE: ROCKROSE PLAN 1X TWO HEAD CALC-2nd FLOOR 'WATER SUPPLY ANALYSIS Static: 63.00 psi Resid: 57.60 psi Flow: 500.0 gpm A. Source Supply Curve P 40. 'Ii B. System Demand Curve R E 30. on S U R E 20. p 10. an S 1 I 20(300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/14//2011 C:\ntt,4\C45i9.SuF JOB TITLE: ROCKROSE PLAN 1X TWO HEAD CALC-2nd FLOOR WATER SUPPLY CURVE 72+ 66+ 60+ \\\\\ x \\\\ I * <-57.6 psi @ 500 gpm I Flow Test Point 54+ P 48+ R I E I S I S 42+ U R I E I 36+ ( I P S I 30+ 24+ 18+ 12+ LEGEND I I, X = Required Water Supply 58.67 psi @ 31.0 gpm 6+ I 0 = Available Water Supply 62.97 psi @ 31.0 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/14/2011 C:\HASS74\C4519.SDF JOBTITLE: ROCKROSE PLAN 1X ONE HEAD CALC-2nd FLOOR 'WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 63.0 57.6 500.0 63.0 25.0 55.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.0 SOURCE 55.4 25.0 2 -1.0 - - - - 48.0 - - - 2A -1.0 - - - - 44.0 U.1 -1.0 HOSE STREAM 43.3 5.0 R 2.0 - - - - 41.5 P 2.0 - - - - 36.5 - - - U.2 -1.0 - - - - 37.1 U.3 1.0 - - - - 35.5 U.4 1.0 - - - - 35.1 3 3.5 - - - - 33.5 - - - 4 6.5 - - - - 31.1 - - - 5 9.5 - - - - 27.1 6 9.5 - - - - 25.2 - - - 7 9.5 - - - - 23.3 - - - 8 20.0 - - - - 17.6 8A 19.5 K= 4.90 16.7 20.0 9 20.0 - - - - 17.6 - - - 9A 19.5 - - - - 17.8 10A 19.5 - - - - 17.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/14/2011 C:\HASS74\C4519.SDF JOB'TITLE: ROCKROSE PLAN 1X ONE HEAD CALC-2nd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 PL 35.00 PF 7.4 1 -1.0 SRCE 55.4 (N/A) 10.3 150 FTG TG PE 0.0 2 -1.0 0.0 48.0 0.0 0.169 TL 44.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -1.0 0.0 48.0 0.0 4.0 psi, 25.0 gprn 2A -1.0 0.0 44.0 0.0 Pipe: 3 25.0 1.025 PL 2.00 PF 0.7 2A -1.0 0.0 44.0 0.0 9.7 150 FTG E FE 0.0 U.1 -1.0 H.S. 43.3 5.0 0.146 TL 5.00 PV Pipe: 4 20.0 1.025 PL 2.00 PF 0.5 U.1 -1.0 H.S. 43.3 5.0 7.8 150 FTG E FE -1.3 R 2.0 0.0 41.5 0.0 0.096 TL 5.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 2.0 0.0 41.5 0.0 5.0 psi, 20.0 gpra P 2.0 0.0 36.5 0.0 Pipe: 6 20.0 1.590 FL 45.00 PF 0.7 P 2.0 0.0 36.5 0.0 3.2 150 FTG E4L FE 1.3 U.2 -1.0 0.0 37.1 0.0 0.011 TL 63.00 PV Pipe: 7 20.0 1.505 FL 10.00 PF 0.7 U.2 -1.0 0.0 37.1 0.0 3.6 150 FTG 3E2LC FE -0.9 U.3 1.0 0.0 35.5 0.0 0.015 TL 48.00 PV Pipe: 8 20.0 1.025 PL 1.00 FE' 0.4 U.3 1.0 0.0 35.5 0.0 7.8 150 FTG E FE 0.0 U.4 1.0 0.0 35.1 0.0 0.096 TL 4.00 PV Pipe: 9 20.0 1.025 FL 2.50 FE' 0.5 U.4 1.0 0.0 35.1 0.0 7.8 150 FTG E FE -1.1 3 3.5 0.0 33.5 0.0 0.096 TL 5.50 PV Pipe: 10 20.0 1.049 PL 3.00 PF 1.0 3 3.5 0.0 33.5 0.0 7.4 120 FTG C FE -1.3 4 6.5 0.0 31.1 0.0 0.130 TL 8.00 PV Pipe: 11 20.0 1.101 FL 16.50 PF 2.8 4 6.5 0.0 31.1 0.0 6.7 150 FTG 3E3R FE -1.3 5 9.5 0.0 27.1 0.0 0.068 TL 40.50 PV Pipe: 12 11.1 1.101 FL 50.00 PF 1.8 5 9.5 0.0 27.1 0.0 3.7 150 FTG E3TBR FE 0.0 6 9.5 0.0 25.2 0.0 0.023 TL 80.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/14/2011 C:\HASS74\C4519.SDF JOB'TITLE: ROCKROSE PLAN 1X ONE HEAD CALC-2nd FLOOR 'PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 r 20.0 1.101 FL 16.50 PF 1.9 6 9.5 0.0 25.2 0.0 6.7 10 FTG 2T2R Fr. 0.0 7 9.5 0.0 23.3 0.0 0.068 TL 28.50 PV Pipe: 14 20.0 1.101 FL 10.00 PF 1.2 7 9.5 0.0 23.3 0.0 6.7 150 FTG T2R FE -4.5 8 20.0 0.0 17.6 0.0 0.068 TL 17.00 PV Pipe: 15 20.0 1.101 PL 4.00 PF 1.2 8 20.0 0.0 17.6 0.0 6.7 150 FTG ETR FE 0.2 8A 19.5 4.9 16.7 20.0 0.068 TL 17.00 PV Pipe: 16 0.0 1.101 FL 15.00 PF 0.0 8 20.0 0.0 17.6 0.0 0.0 150 FTG TR FE 0.0 9 20.0 0.0 17.6 0.0 0.000 TL 21.00 PV Pipe: 17 0.0 1.101 PL 2.50 PF 0.0 9 20.0 0.0 17.6 0.0 0.0 150 FTG ETR PE 0.2 9A 19.5 0.0 17.8 0.0 0.000 TL 15.50 PV Pipe: 18 0.0 1.101 PL 7.00 PF 0.0 9 20.0 0.0 17.6 0.0 0.0 150 FTG E2R FE 0.2 10A 19.5 0.0 17.8 0.0 0.000 TL 16.00 PV Pipe: 19 -8.9 1.101 PL 101.50 PF 1.8 6 9.5 0.0 25.2 0.0 3.0 150 FTG ET6R FE 0.0 5 9.5 0.0 27.1 0.0 0.015 TL 121.50 PV NOTES (HASS) Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.089 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 1. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 / DATE: 2/14/2011 C:\HASS74\C4519.SDF JOB 'TITLE: ROCKROSE PLAN 1X ONE HEAD CALC-2nd FLOOR (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/14/2011 C:\HASS74\C4519.SDF JOB 'TITLE: ROCKROSE PLAN 1X ONE HEAD CALC-2nd FLOOR 'WATER SUPPLY ANALYSIS Static: 63.00 Psi Resid: 57.60 psi Flow: 500.0 gpm 80.0 70.0 ] 60. IN I G A 4 U G 50. II E P 40. DL R E S 30. III S U R E 20. Ii p 10. S 1 0. LEGEND Available pressure 62.96 psi @ 25.0 gpm Required pressure 55.40 psi @ 25.0 gpm Source Supply Curve System Demand Curve -1.4.71 1 I 1 1 1 I I I I 20(300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 ' DATE: 2/14j'2011 C:\HASS74\C4519.0'DF JOB 'TITLE: ROCKROSE PLAN 1X ONE HEAD CALC-2nd FLOOR 'WATER SUPPLY CURVE 72+ 66+ 0\\\\ I \\\\ 60+ * <-57.6 psi @ 500 gpm X Flow Test Point 54+ P 48+ R I E S I S 42+ U I R I E I 36+ P I S I 30+ ) I 24+ 18+ 12+ LEGEND I X = Required Water Supply I 55.40 Psi @ 25.0 gpm 6+ I 0 = Available Water Supply 62.98 psi @ 25.0 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/24/2011 C:\NASS74\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 TWO HEAD CALC-2nd FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQD NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) )GPM( (PSI) 1 63.0 57.6 500.0 63.0 31.2 50.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER NOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE )FT) (PSI) )GPM) 1 -1.0 SOURCE 50.3 31.2 2 -1.0 - - - - 39.2 2A -1.0 - - - - 35.2 U.1 -1.0 HOSE STREAM 34.1 5.0 R 2.0 - - - - 32.0 - - - P 2.0 - - - - 27.0 U.2 -1.0 - - - - 27.1 - - - U.3 1.0 - - - - 25.1 - - - U.4 1.0 - - - - 24.4 - - - 3 3.5 - - - - 22.5 4 6.5 - - - - 19.5 - - - 5 9.5 - - - - 14.7 - - - 6 20.0 - - - - 9.2 - - - 7 20.0 - - - - 7.7 8 20.0 - - - - 7.5 - - - 8A 19.5 K= 4.90 7.3 13.2 9 20.0 - - - - 7.6 - - - 9A 19.5 - - - - 7.8 10 20.0 - - - - 7.6 - - - 11 20.0 - - - - 7.5 - - - hA 19.5 14= 4.90 7.0 13.0 12 9.5 - - - - 12.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/24/2011 C:\HASS7I\C4519-92.SDF JOB TITLE: ROCKROSE PLAN 2 TWO HEAD CALC-2nd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HM(C) )FT( SUM. NODES )FT( (K) (PSI) (GPM( FL/FT (PSI) Pipe: 1 31.2 0.995 PL 35.00 PF 11.2 1 -1.0 SRCE 50.3 (N/A) 12.9 150 FTG TG PE 0.0 2 -1.0 0.0 39.2 0.0 0.254 TL 44.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -1.0 0.0 39.2 0.0 4.0 psi, 31.2 gpm 2A -1.0 0.0 35.2 0.0 Pipe: 3 31.2 1.025 PL 2.00 PF 1.1 2A -1.0 0.0 35.2 0.0 12.1 150 FTG E PE 0.0 U.1 -1.0 N.S. 34.1 5.0 0.219 TL 5.00 PV Pipe: 4 26.2 1.025 PL 2.00 PF 0.8 U.1 -1.0 H.S. 34.1 5.0 10.2 150 FTG E PE -1.3 R 2.0 0.0 32.0 0.0 0.159 TL 5.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 2.0 0.0 32.0 0.0 5.0 psi, 26.2 gpm P 2.0 0.0 27.0 0.0 Pipe: 6 26.2 1.590 PL 45.00 PF 1.2 P 2.0 0.0 27.0 0.0 4.2 150 FTG E4L PE 1.3 11.2 -1.0 0.0 27.1 0.0 0.019 TL 63.00 PV Pipe: 7 26.2 1.505 PL 10.00 PF 1.2 U.2 -1.0 0.0 27.1 0.0 4.7 150 FTG 3E2LC PE -0.9 U.3 1.0 0.0 25.1 0.0 0.024 TL 48.00 PV Pipe: 8 26.2 i.025 PL 1.00 PF 0.6 11.3 1.0 0.0 25.1 0.0 10.2 150 FTG S PE 0.0 U.4 1.0 0.0 24.4 0.0 0.159 TL 4.00 PV Pipe: 9 26.2 1.025 PL 2.50 PF 0.9 U.4 1.0 0.0 24.4 0.0 10.2 150 FTG E PE -1.1 3 3.5 0.0 22.5 0.0 0.159 TL 5.50 PV Pipe: 10 26.2 1.049 PL 3.00 PF 1.7 3 3.5 0.0 22.5 0.0 9.7 120 FTG C PE -1.3 4 6.5 0.0 19.5 0.0 0.214 TL 8.00 PV Pipe: 11 26.2 1.101 PL 14.50 PF 3.4 4 6.5 0.0 19.5 0.0 8.8 150 FTG 2E2R PE -1.3 5 9.5 0.0 14.7 0.0 0.112 TL 30.50 PV Pipe: 12 14.7 1.101 PL 10.50 PF 0.9 5 9.5 0.0 14.7 0.0 4.9 150 FTG ET2R PE -4.5 6 20.0 0.0 9.2 0.0 0.038 TL 24.50 PV Pipe: 13 14.7 1.101 PL 27.00 PF 1.5 6 20.0 0.0 9.2 0.0 4.9 150 FTG 2T2R PE 0.0 7 20.0 0.0 7.7 0.0 0.038 TL 39.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/24/2011 C:\HASS74\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 TWO HEAD CALC-2nd FLOOR PIPE TAG Q(GPM) DIA(IN( LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW)C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 9.8 1.101 PL 9.50 SF 0.3 7 20.0 0.0 7.7 0.0 3.3 150 FTG T PE 0.0 8 20.0 0.0 7.5 0.0 0.018 TL 14.50 PV Pipe: 15 13.2 1.101 PL 1.10 PF 0.4 8 20.0 0.0 7.5 0.0 4.4 150 FTG ETR PE 0.2 8A 19.5 4.9 7.3 13.2 0.032 TL 14.00 PV Pipe: 16 -3.4 1.101 PL 32.50 PF 0.1 8 20.0 0.0 7.5 0.0 1.1 150 FTG 2E2R SE 0.0 9 20.0 0.0 7.6 0.0 0.003 TL 48.50 PV Pipe: 17 0.0 1.101 PL 0.50 SF 0.0 9 20.0 0.0 7.6 0.0 0.0 150 FTG TR PE 0.2 9A 19.5 0.0 7.8 0.0 0.000 TL 6.50 PV Pipe: 18 -3.4 1.101 PL 7.50 SF 0.0 9 20.0 0.0 7.6 0.0 1.1 150 FTG R SE 0.0 10 20.0 0.0 7.6 0.0 0.003 TL 8.50 PV Pipe: 19 8.1 1.101 PL 5.00 SF 0.1 10 20.0 0.0 7.6 0.0 2.7 150 FTG T SE 0.0 11 20.0 0.0 7.5 0.0 0.013 TL 10.00 SV Pipe: 20 13.0 1.101 PL 8.00 SF 0.7 11 20.0 0.0 7.5 0.0 4.4 150 FTG ET2R SE 0.2 hA 19.5 4.9 7.0 13.0 0.031 IL 22.00 PV Pipe: 21 -4.9 1.101 PL 31.00 SF 0.2 11 20.0 0.0 7.5 0.0 1.6 150 FTG 2E5R SE 0.0 7 20.0 0.0 7.7 0.0 0.005 TL 50.00 PV Pipe: 22 -11.5 1.101 PL 10.00 SF 0.3 10 20.0 0.0 7.6 0.0 3.9 150 FTG 2R SE 4.5 12 9.5 0.0 12.5 0.0 0.024 IL 12.00 PV Pipe: 23 -11.5 1.101 PL 57.50 SF 2.3 12 9.5 0.0 12.5 0.0 3.9 150 FTG 2E4TR SE 0.0 5 9.5 0.0 14.7 0.0 0.024 TL 92.50 PV NOTES (HASS) Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.010 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/24/2011 C:\HASS74\C4519-52.SDF JOB TITLE: ROCKROSE PLAN 2 TWO HEAD CALC-2nd FLOOR Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: P55.515 SAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A 0 Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B 0 A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40SVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B 0 A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HNC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B 0 A 0 Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/24/2011 C:\HASS74\C4519-P2.SDF JON TITLE: ROCKROSE PLAN 2 TWO HEAD CALC-2nd FLOOR WATER SUPPLY ANALYSIS Static: 63.00 psi. Resid: 57.60 psi Flow: 500.0 gpm 80.0 70.0 60.0 0 A U G 50207- E P 40.0 - R E 30.0 - S U R E 20.0 p 10.0 5 1 0.0B- -14 .7 LEGEND Available pressure 62.97 psi 8 31.2 gpm Required pressure 50.33 psi 8 31.2 gpm Source Supply Curve System Demand Curve 200300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/24/2011 C:\HASS74\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 TWO HEAD CALC-2nd FLOOR WATER SUPPLY CURVE 72+ 66+ I \\\\ 60+ \\\\\ I \\\\ I * <-57.6 psi 8 500 gpm I Flow Test Point 54 + x P 48+ R I E I S I 5 42+ U R I E 36+ P I S I I 30+ 24+ 18+ ---------------- 12+ LEGEND I X = Required Water Supply I 50.33 psi @ 31.2 gpm 6+ I 0 = Available Water Supply 62.97 psi 9 31.2 gpm 0++-+---+----+-----+------+ --------+--------+---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/24/2011 C:\HASS74\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 ONE HEAL CALC-2nd FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 9 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 63.0 57.6 500.0 63.0 25.0 51.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM( 1 -1.0 SOURCE 51.0 25.0 2 -1.0 - - - - 43.6 - - - 2A -1.0 - - - - 39.6 U.1 -1.0 HOSE STREAM 38.9 5.0 R 2.0 - - - - 37.1 - - - P 2.0 - - - - 32.1 - - - U.2 -1.0 - - - - 32.7 - - - U.3 1.0 - - - - 31.1 - - - U.4 1.0 - - - - 30.7 - - - 3 3.5 - - - - 29.1 4 6.5 - - - - 26.7 - - - 5 9.5 - - - - 23.4 6 20.0 - - - - 18.3 7 20.0 - - - - 17.4 - - - 8 20.0 - - - - 17.3 - - - 8A 19.5 - - - - 17.5 - - - 9 20.0 - - - - 16.9 - - - 9A 19.5 K= 4.90 16.7 20.0 10 20.0 - - - - 17.2 - - - 11 20.0 - - - - 17.2 - - - hA 19.5 - - - - 17.4 - - - 12 9.5 - - - - 21.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/24/2011 C:\HASS7I\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 ONE HEAL CALC-2nd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA)IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL)FPS) HW)C) )FT) SUM. NODES )FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 PL 35.00 PF 7.4 1 -1.0 SRCE 51.0 (N/A) 10.3 150 FTG TO PE 0.0 2 -1.0 0.0 43.6 0.0 0.169 TL 44.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -1.0 0.0 43.6 0.0 4.0 psi, 25.0 gpm 2A -1.0 0.0 39.6 0.0 Pipe: 3 25.0 1.025 PL 2.00 PF 0.7 2A -1.0 0.0 39.6 0.0 9.7 150 FTG E PE 0.0 U.1 -1.0 H.S. 38.9 5.0 0.146 TL 5.00 PV Pipe: 4 20.0 1.025 PL 2.00 PF 0.5 U.1 -1.0 H.S. 38.9 5.0 7.8 150 FTG E PE -1.3 R 2.0 0.0 37.1 0.0 0.096 TL 5.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 2.0 0.0 37.1 0.0 5.0 psi, 20.0 gpm P 2.0 0.0 32.1 0.0 Pipe: 6 20.0 1.590 PL 45.00 PF 0.7 P 2.0 0.0 32.1 0.0 3.2 150 FTG E41, PE 1.3 U.2 -1.0 0.0 32.7 0.0 0.011 TL 63.00 PV Pipe: 7 20.0 1.505 PL 10.00 PF 0.7 U.2 -1.0 0.0 32.7 0.0 3.6 150 FTG 3E2LC PE -0.9 U.3 1.0 0.0 31.1 0.0 0.015 TL 48.00 PV Pipe: 8 20.0 1.025 PL 1.00 PF 0.4 U.3 1.0 0.0 31.1 0.0 7.8 150 FTG E PE 0.0 U.4 1.0 0.0 30.7 0.0 0.096 TL 4.00 PV Pipe: 9 20.0 1.025 PL 2.50 PF 0.5 U.4 1.0 0.0 30.7 0.0 7.8 150 FTG E PE -1.1 3 3.5 0.0 29.1 0.0 0.096 TL 5.50 PV Pipe: 10 20.0 1.049 PL 3.00 PF 1.0 3 3.5 0.0 29.1 0.0 7.4 120 FTG C FE -1.3 4 6.5 0.0 26.7 0.0 0.130 TL 8.00 PV Pipe: 11 20.0 1.101 PL 14.50 PF 2.1 4 6.5 0.0 26.7 0.0 6.7 150 FTG 2E2R PE -1.3 5 9.5 0.0 23.4 0.0 0.068 TL 30.50 PV Pipe: 12 10.9 1.101 PL 10.50 PF 0.5 5 9.5 0.0 23.4 0.0 3.7 150 FTG ET2R PE -4.5 6 20.0 0.0 18.3 0.0 0.022 TL 24.50 PV Pipe: 13 10.9 1.101 PL 27.00 PF 0.9 6 20.0 0.0 18.3 0.0 3.7 150 FTG 2T2R PE 0.0 7 20.0 0.0 17.4 0.0 0.022 TL 39.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/24/2011 C:\HASS74\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 ONE HEAD CALC-2nd FLOOR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW)C) )FT) SUM. NODES )FT) (K) (PSI) )GPM) FL/FT (PSI) Pipe: 14 6.5 1.101 PL 9.50 PF 0.1 7 20.0 0.0 17.4 0.0 2.2 150 FTG T PE 0.0 8 20.0 0.0 17.3 0.0 0.008 TL 14.50 PV Pipe: 15 0.0 1.101 PL 1.00 PF 0.0 8 20.0 0.0 17.3 0.0 0.0 150 FTG ETR PE 0.2 8A 19.5 0.0 17.5 0.0 0.000 TL 14.00 PV Pipe: 16 6.5 1.101 PL 32.50 PF 0.4 8 20.0 0.0 17.3 0.0 2.2 150 FTG 2E2R PE 0.0 9 20.0 0.0 16.9 0.0 0.008 TL 48.50 PV Pipe: 17 20.0 1.101 PL 0.50 PF 0.4 9 20.0 0.0 16.9 0.0 6.7 150 FTG TR PE 0.2 9A 19.5 4.9 16.7 20.0 0.068 TL 6.50 PV Pipe: 18 -13.5 1.101 PL 7.50 PF 0.3 9 20.0 0.0 16.9 0.0 4.6 150 FTG R PR 0.0 10 20.0 0.0 17.2 0.0 0.033 TL 8.50 PV Pipe: 19 -4.4 1.101 PL 5.00 PF 0.0 10 20.0 0.0 17.2 0.0 1.5 150 FTC T PR 0.0 11 20.0 0.0 17.2 0.0 0.004 TL 10.00 PV Pipe: 20 0.0 1.101 PL 8.00 PF 0.0 11 20.0 0.0 17.2 0.0 0.0 150 FTG ET2R PR 0.2 hA 19.5 0.0 17.4 0.0 0.000 TL 22.00 PV Pipe: 21 -4.4 1.101 PL 31.00 PF 0.2 11 20.0 0.0 17.2 0.0 1.5 150 FTC 2E5R PE 0.0 7 20.0 0.0 17.4 0.0 0.004 TL 50.00 PV Pipe: 22 -9.1 1.101 PL 10.00 PF 0.2 10 20.0 0.0 17.2 0.0 3.1 150 FTG 2R PR 4.5 12 9.5 0.0 21.9 0.0 0.016 TL 12.00 PV Pipe: 23 -9.1 1.101 PL 57.50 PF 1.5 12 9.5 0.0 21.9 0.0 3.1 150 FTG 2E4TR PE 0.0 5 9.5 0.0 23.4 0.0 0.016 TL 92.50 PV NOTES (HASS) Calculations were performed by the NASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.009 gpm and a maximum imbalance at any node of 0.177 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/24/2011 C:\HASS74\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 ONE HEAD CALC-2nd FLOOR Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCHIO HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B 0 A D Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HVJC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T N K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L NMC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HMC: 150 Diameter Equivalent Fitting Lengths in Feet (in) K T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-}< HMC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 70.0 60.0 G A U 502) E P 40.0 R E 30.0 S U R 8 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/24/2011 C:\}-{ASS74\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 ONE HEAD CALC-2nd FLOOR WATER SUPPLY ANALYSIS Static: 63.00 psi Resid: 57.60 psi Flow: 500.0 gpm 80.0 LEGEND Available pressure 62.98 psi @ 25.0 gpm Required pressure 51.02 psi 8 25.0 gpm Source Supply Curve System Demand Curve -14.71 1 I I I I 1 1 I I 200300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/24/2011 C:\HASS74\C4519-P2.SDF JOB TITLE: ROCKROSE PLAN 2 ONE HEAD CALC-2nd FLOOR WATER SUPPLY CURVE 72+ 66+ I \\\\ 60+ \\\\\ I \\\\ I * <-57.6 psi 8 500 gpm I Flow Test Point 54+ x P 48+ H I E I S S 42+ U I H I 8 I 36+ P I S I I 30+ 24+ 18+ ------------- 12+ LEGEND I X = Required Water Supply I 51.02 psi 8 25.0 gpm 6+ I 0 = Available Water Supply I 62.98 psi 9 25.0 gpm 0++-+---+----+-----+------+--------+ --------+---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 4 DATE: '2/14/2011 C:\HASS74\C4519-P3.SDF JOA TITLE: ROCKROSE PLAN 3 TWO HEAD CALC-2nd FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 63.0 57.6 500.0 63.0 31.7 52.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.0 SOURCE 52.1 31.7 2 -1.0 - - - - 40.6 2A -1.0 - - - - 36.6 - - - U.1 -1.0 HOSE STREAM 35.5 5.0 R 2.0 - - - - 33.4 P 2.0 - - - - 28.4 U.2 -1.0 - - - - 28.4 U.3 1.0 - - - - 26.4 U.4 1.0 - - - - 25.7 3 3.5 - - - - 23.7 4 6.5 - - - - 20.6 - - - 5 9.5 - - - - 15.4 6 20.0 - - - - 9.5 - - - 7 20.0 - - - - 8.5 - - - 8 20.0 - - - - 7.8 - - - 8A 19.5 K= 4.90 7.0 13.0 9 20.0 - - - - 7.8 - - - 9A 19.5 K= 4.90 7.8 13.7 10 20.0 - - - - 8.2 10A 19.5 - - - - 8.4 11 20.0 - - - - 8.3 12 9.5 - - - - 13.3 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/14/2011 C:\HASS74\C4519-P3.SDF JOB TITLE: ROCKROSE PLAN 3 TWO HEAD CALC-2nd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.7 0.995 PL 35.00 PF 11.5 1 -1.0 SRCE 52.1 (N/A) 13.1 150 FTG TG PE 0.0 2 -1.0 0.0 40.6 0.0 0.261 TL 44.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -1.0 0.0 40.6 0.0 4.0 psi, 31.7 gprn 2A -1.0 0.0 36.6 0.0 Pipe: 3 31.7 1.025 PL 2.00 PF 1.1 2A -1.0 0.0 36.6 0.0 12.3 150 FTG E FE 0.0 U.1 -1.0 H.S. 35.5 5.0 0.225 TL 5.00 PV Pipe: 4 26.7 1.025 PL 2.00 PF 0.8 U.1 -1.0 H.S. 35.5 5.0 10.4 150 FTG E FE -1.3 R 2.0 0.0 33.4 0.0 0.164 TL 5.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 2.0 0.0 33.4 0.0 5.0 psi, 26.7 gpm P 2.0 0.0 28.4 0.0 Pipe: 6 26.7 1.590 PL 45.00 PF 1.2 P 2.0 0.0 28.4 0.0 4.3 150 FTG E4L FE 1.3 U.2 -1.0 0.0 28.4 0.0 0.019 TL 63.00 PV Pipe: 7 26.7 1.505 FL 10.00 PF 1.2 U.2 -1.0 0.0 28.4 0.0 4.8 150 FTG 3E2LC FE -0.9 U.3 1.0 0.0 26.4 0.0 0.025 TL 48.00 PV Pipe: 8 26.7 1.025 FL 1.00 PF 0.7 U.3 1.0 0.0 26.4 0.0 10.4 150 FTG E FE 0.0 U.4 1.0 0.0 25.7 0.0 0.164 TL 4.00 PV Pipe: 9 26.7 1.025 PL 2.50 PF 0.9 U.4 1.0 0.0 25.7 0.0 10.4 150 FTG E FE -1.1 3 3.5 0.0 23.7 0.0 0.164 TL 5.50 PV Pipe: 10 26.7 1.049 FL 3.00 PF 1.8 3 3.5 0.0 23.7 0.0 9.9 120 FTG C FE -1.3 4 6.5 0.0 20.6 0.0 0.221 TL 8.00 PV Pipe: 11 26.7 1.101 PL 17.00 PF 3.9 4 6.5 0.0 20.6 0.0 9.0 150 FTG 2E3R FE -1.3 5 9.5 0.0 15.4 0.0 0.116 TL 34.00 PV Pipe: 12 14.9 1.101 FL 12.50 PF 1.3 5 9.5 0.0 15.4 0.0 5.0 150 FTG 2ET2R FE -4.5 6 20.0 0.0 9.5 0.0 0.040 TL 33.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/14/2011 C:\HASS74\C4519-F3.SDF JOB TITLE: ROCKROSE PLAN 3 TWO HEAD CALC-2nd FLOOR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 14.9 1.101 PL 12.00 PF 1.0 6 20.0 0.0 9.5 0.0 5.0 150 FTG ETR FE 0.0 7 20.0 0.0 8.5 0.0 0.040 TL 25.00 PV Pipe: 14 11.2 1.101 PL 21.00 PF 0.8 7 20.0 0.0 8.5 0.0 3.8 150 FTG 2T2R PE 0.0 8 20.0 0.0 7.8 0.0 0.023 TL 33.00 PV Pipe: 15 13.0 1.101 PL 25.00 PF 1.0 8 20.0 0.0 7.8 0.0 4.4 150 FTG TR FE 0.2 8A 19.5 4.9 7.0 13.0 0.031 TL 31.00 PV Pipe: 16 -1.8 1.101 PL 9.50 PF 0.0 8 20.0 0.0 7.8 0.0 0.6 150 FTG B. FE 0.0 9 20.0 0.0 7.8 0.0 0.001 TL 10.50 PV Pipe: 17 13.7 1.101 PL 0.50 PF 0.2 9 20.0 0.0 7.8 0.0 4.6 150 FTG TR FE 0.2 9A 19.5 4.9 7.8 13.7 0.034 TL 6.50 PV Pipe: 18 -15.4 1.101 PL 9.50 PF 0.4 9 20.0 0.0 7.8 0.0 5.2 150 FTG R FE 0.0 10 20.0 0.0 8.2 0.0 0.042 TL 10.50 PV Pipe: 19 0.0 1.101 FL 8.00 PF 0.0 10 20.0 0.0 8.2 0.0 0.0 150 FTG 2TR FE 0.2 10A 19.5 0.0 8.4 0.0 0.000 TL 19.00 PV Pipe: 20 -15.4 1.101 PL 0.50 PF 0.1 10 20.0 0.0 8.2 0.0 5.2 150 FTG R FE 0.0 11 20.0 0.0 8.3 0.0 0.042 TL 1.50 PV Pipe: 21 -3.7 1.101 FL 53.00 PF 0.3 11 20.0 0.0 8.3 0.0 1.2 150 FTG 2E4T FE 0.0 7 20.0 0.0 8.5 0.0 0.003 TL 87.00 PV Pipe: 22 -11.7 1.101 PL 10.50 PF 0.5 11 20.0 0.0 8.3 0.0 3.9 150 FTG EAR FE 4.5 12 9.5 0.0 13.3 0.0 0.025 TL 19.50 PV Pipe: 23 -11.7 1.101 FL 52.50 PF 2.1 12 9.5 0.0 13.3 0.0 3.9 150 FTG 5T5R FE 0.0 5 9.5 0.0 15.4 0.0 0.025 TL 82.50 PV .7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: /14/20l1 C:\HAS0'74\C4519-F3.0'DF J09 TITLE: ROCKROSE PLAN 3 TWO HEAD CALC-2nd FLOOR NOTES (HASS): Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.018 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.1 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E P R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: '2/14/2011 C:\HASS74\C4519-P3.SDF JOS TITLE: ROCKROSE PLAN 3 TWO HEAD CALC-2nd FLOOR PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/14/2011 C:\HASS74\C4519-P3.SDF J08 TITLE: ROCKROSE PLAN 3 TWO HEAD CALC-2nd FLOOR WATER SUPPLY ANALYSIS Static: 63.00 psi Resid: 57.60 psi Flow: 500.0 gpm 80.0 70.0 60. G A U G 50 E P 40. R E 30. S U R E 20. p 10. S LEGEND Available pressure 62.97 psi @ 31.7 gpm Required pressure 52.07 psi @ 31.7 gpm Source Supply Curve System Demand Curve an j 7C DL ON II 0. -14.71 I I I I I I I 1 I 20C300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/14/2011 C:\HASS74\C4519-P3.SDF JOS TITLE: ROCKROSE PLAN 3 ONE HEAD CALC-2nd FLOOR * WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 63.0 57.6 500.0 63.0 25.0 51.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.0 SOURCE 51.9 25.0 2 -1.0 - - - - 44.4 2A -1.0 - - - - 40.4 - - - U.1 -1.0 HOSE STREAM 39.7 5.0 R 2.0 - - - - 37.9 - - - P 2.0 - - - - 32.9 U.2 -1.0 - - - - 33.5 U.3 1.0 - - - - 31.9 U.4 1.0 - - - - 31.6 3 3.5 - - - - 29.9 4 6.5 - - - - 27.6 - - - 5 9.5 - - - - 24.0 6 20.0 - - - - 18.7 7 20.0 - - - - 18.2 - - - 8 20.0 - - - - 17.9 8A 19.5 - - - - 18.1 - - - 9 20.0 - - - - 17.8 - - - 9A 19.5 - - - 18.0 - - - 10 20.0 - - - - 17.7 10A 19.5 K= 4.90 16.7 20.0 11 20.0 - - - - 17.8 - - - 12 9.5 - - - - 22.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/14/2011 C:\HASS74\C4519-P3.SDF JOB TITLE: ROCKROSE PLAN 3 ONE HEAD CALC-2nd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 PL 35.00 PF 7.4 1 -1.0 SRCE 51.9 (N/A) 10.3 150 FTG TG FE 0.0 2 -1.0 0.0 44.4 0.0 0.169 TL 44.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 -1.0 0.0 44.4 0.0 4.0 psi, 25.0 gpm 2A -1.0 0.0 40.4 0.0 Pipe: 3 25.0 1.025 FL 2.00 PF 0.7 2A -1.0 0.0 40.4 0.0 9.7 150 FTG E FE 0.0 U.1 -1.0 H.S. 39.7 5.0 0.146 TL 5.00 PV Pipe: 4 20.0 1.025 PL 2.00 PF 0.5 U.1 -1.0 H.S. 39.7 5.0 7.8 150 FTG E FE -1.3 R 2.0 0.0 37.9 0.0 0.096 TL 5.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 2.0 0.0 37.9 0.0 5.0 psi, 20.0 gpm P 2.0 0.0 32.9 0.0 Pipe: 6 20.0 1.590 PL 45.00 PF 0.7 P 2.0 0.0 32.9 0.0 3.2 150 FTG E4L FE 1.3 U.2 -1.0 0.0 33.5 0.0 0.011 TL 63.00 PV Pipe: 7 20.0 1.505 PL 10.00 PF 0.7 U.2 -1.0 0.0 33.5 0.0 3.6 150 FTG 3E2LC FE -0.9 U.3 1.0 0.0 31.9 0.0 0.015 TL 48.00 PV Pipe: 8 20.0 1.025 FL 1.00 PF 0.4 U.3 1.0 0.0 31.9 0.0 7.8 150 FTG E FE 0.0 U.4 1.0 0.0 31.6 0.0 0.096 TL 4.00 PV Pipe: 9 20.0 1.025 FL 2.50 PF 0.5 U.4 1.0 0.0 31.6 0.0 7.8 150 FTG E FE -1.1 3 3.5 0.0 29.9 0.0 0.096 TL 5.50 PV Pipe: 10 20.0 1.049 PL 3.00 PF 1.0 3 3.5 0.0 29.9 0.0 7.4 120 FTG C FE -1.3 4 6.5 0.0 27.6 0.0 0.130 TL 8.00 PV Pipe: 11 20.0 1.101 FL 17.00 PF 2.3 4 6.5 0.0 27.6 0.0 6.7 150 FTG 2E3R FE -1.3 5 9.5 0.0 24.0 0.0 0.068 TL 34.00 PV Pipe: 12 10.8 1.101 FL 12.50 PF 0.7 5 9.5 0.0 24.0 0.0 3.6 150 FTG 2ET2R FE -4.5 6 20.0 0.0 18.7 0.0 0.022 TL 33.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE:' 2/14/2011 C:\HASS74\04519-F3.SDF JOB TITLE: ROCKROSE PLAN 3 ONE HEAD CALC-2nd FLOOR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 10.8 1.101 PL 12.00 PF 0.5 6 20.0 0.0 18.7 0.0 3.6 150 FTG ETR FE 0.0 7 20.0 0.0 18.2 0.0 0.022 TL 25.00 PV Pipe: 14 6.3 1.101 PL 21.00 PF 0.3 7 20.0 0.0 18.2 0.0 2.1 150 FTG 2T2R FE 0.0 8 20.0 0.0 17.9 0.0 0.008 TL 33.00 PV Pipe: 15 0.0 1.101 FL 25.00 PF 0.0 6 20.0 0.0 17.9 0.0 0.0 150 FTG TR PE 0.2 8A 19.5 0.0 18.1 0.0 0.000 TL 31.00 PV Pipe: 16 6.3 1.101 FL 9.50 PF 0.1 6 20.0 0.0 17.9 0.0 2.1 150 FTG R PE 0.0 9 20.0 0.0 17.8 0.0 0.008 TL 10.50 PV Pipe: 17 0.0 1.101 FL 0.50 PF 0.0 9 20.0 0.0 17.8 0.0 0.0 150 FTG TR FE 0.2 9A 19.5 0.0 18.0 0.0 0.000 TL 6.50 PV Pipe: 18 6.3 1.101 FL 9.50 PF 0.1 9 20.0 0.0 17.6 0.0 2.1 150 FTG R FE 0.0 10 20.0 0.0 17.7 0.0 0.008 TL 10.50 PV Pipe: 19 20.0 1.101 PL 8.00 PF 1.3 10 20.0 0.0 17.7 0.0 6.7 150 FTG 2TR FE 0.2 10A 19.5 4.9 16.7 20.0 0.068 TL 19.00 PV Pipe: 20 -13.7 1.101 PL 0.50 PF 0.1 10 20.0 0.0 17.7 0.0 4.6 150 FTG R FE 0.0 11 20.0 0.0 17.8 0.0 0.034 TL 1.50 PV Pipe: 21 -4.5 1.101 PL 53.00 PF 0.4 11 20.0 0.0 17.6 0.0 1.5 150 FTG 2E4T PE 0.0 7 20.0 0.0 18.2 0.0 0.004 TL 87.00 PV Pipe: 22 -9.2 1.101 PL 10.50 PF 0.3 11 20.0 0.0 17.8 0.0 3.1 150 FTG E2R FE 4.5 12 9.5 0.0 22.7 0.0 0.016 TL 19.50 PV Pipe: 23 -9.2 1.101 FL 52.50 PF 1.3 12 9.5 0.0 22.7 0.0 3.1 150 FTG 5T5R FE 0.0 5 9.5 0.0 24.0 0.0 0.016 TL 82.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 / DATE: 2/14/2011 C:\HASS74\C4519-P3.SDF JOB TITLE: ROCKROSE PLAN 3 ONE HEAD CALC-2nd FLOOR NOTES (HASS): Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.152 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.505 6.00 12.00 3.00 14.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE:. 2/14/2011 C:\HASS74\C4519-P3.SDF JOB TITLE: ROCKROSE PLAN 3 ONE HEAD CALC-2nd FLOOR PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE:'2/14/2011 C:\HASS74\C4519-P3.SDF JOB TITLE: ROCKROSE PLAN 3 ONE HEAD CALC-2nd FLOOR WATER SUPPLY ANALYSIS Static: 63.00 psi Resid: 57.60 psi Flow: 500.0 gpm 80.0 70.0 1 60.( G A 50. E P 40.0 R E 30.0 S U R F 20.0 LEGEND Available pressure 62.96 psi @ 25.0 gpm Required pressure 51.87 psi @ 25.0 gpm Source Supply Curve System Demand Curve p 10.0 S 1 0.0 -14.7l I 1 I I 1 I I I I 20C300 400 500 600 700 800 900 1000 FLOW (GPM) r. / Bulletin 006 Rev. E Reliable Model RFC43 (SIN RA061 2) Model RFC49 (SIN RA061 6) Residential Flat Concealed Sprinklers ni A Residential Flat Concealed Sprinkler engineered fora minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features Very low water flow requirements. ½" (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) NYC MEA 258-93-E UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC43 and RFC49 concealed Residential Sprin- klers are fast response residential fusible solder link au- tomatic sprinklers. Residential sprinklers differ from stan- dard sprinklers primarily in their response time and water distribution patterns. Model RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprinkler pat- terns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has dem- onstrated, in fire testing, an ability for controlling residen- tial fires, and thereby providing significant evacuation time for occupants. The RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive appearance and ½" (13mm) of cover adjustment for ease of installa- tion. The small diameter cover plate is easily and posi- tively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC43 and RFC49 are UL Listed Residential Sprin- klers to be installed in the residential portions of any occu- pancy in accordance with NFPA 13, 13R, & 13D. The RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assem- bly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Application and Installation The RFC43 and RFC49, for residential installations, use a 165°F (74°C) fusible solder link in a tuning fork style sprin- kler frame with a drop-down deflector. This assembly is re- cessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classification solder. When the ceil- The Reliable Automatic Sprinkler Go,, Inc,,103 Fairview Park Drive, Elmsford, New York 10523 / I. ing temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into posi- tion and exposing the sprinkler inside to ceiling tempera- ture. The subsequent operation of the solder link opens the waterway and causes the deflector to drop into posi- tion to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The residential distribution pattern con- tains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wall wetting. After a 2/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexagonal body of the sprinkler frame, The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Note: A leak tight ½" NPT (R1/2) sprinkler joint can be ob- tained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final adjust- ment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover removal requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or negative pressur- ization but must not be positively pressurized. Inspect all sprinklers after installation to ensure that the gap between the cover plate andr ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Temperature Rating Sprinkler Cover Plate Max. Ambient Temp. 165°F/740C 1350F/570C 100°F/380C Installation Data: RFC43 (SIN RA061 2) Thread Size inch (mm) K Factor Sprinkler Spacing ft. (m) Maximum Distance to Wail Minimum Distance between sprinklers Minimum Required Sprinkler Discharge Flow Press. ft. (m) ft. (m) gpm (Lpm) psi (bar) 112"(15mm) 4.3 12x 12(3.6x3.6) 6(1.83) 8(2.43) 12(45) 7.8(0.54) ½" (15mm) 4.3 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 13(49) 9.1 (0.63) ½" (15mm) 4.3 16 x 16 (4.90.9) 8(2.43) 8(2.43) 13 (49) 9,1 (0.63) ½" (15mm) 4.3 18 x 18 (5.5x5.5) 9(2.74) 8(2.43) 18(68) 17.5(1.21) ½'(15mm) 4.3 20x20(6.0x6.0) 10(3.05) 8(2.43) 21(79) 23.8(1.64) Note: 1 bar= 100 Kpa Installation Data: RFC49 (RA0616) Thread Sprinkler Maximum Minimum Minimum Required Size K Factor Spacing Distance to Distance between Sprinkler Discharge Flow Press. inch (mm) ft. (m) Wail sprinklers ft. (m) ft. (m) gpm (Lpm) psi (bar) W(15mm) 4.9 12x 12(3.6x3.6) 6(1.83) 8(2.43) 13(49) 7.0(0.48) W(l5mm) 4.9 14x 14(4.3x4.3) 7(2.13) 8(2.43) 13(49) 7.0 (0.48) ½" (15mm) 4.9 16 x 16 (4.9x4.9) I 8(2.43) 8(2.43) 13(49) 7.0(0.48) 1/2"(15mm) 4.9 18x18(5.5x5.5) 9(2.74) 8(2.43) 17(64.3) 12.0(0.83) 1/2"(15mm) 4.9 20x20(6.0x6.0) [ 10 (3.05) 8(2.43) 20 (75.7) 16.7 (1.14) Note: 1 bar = 100 KDa FOR SLOPED CEILING APPLICATIONS SEE RASCO BULLETIN 035. 2. I -f 'Maintenance Model RFC43 and RFC49 Concealed Sprinklers should be inspected quarterly and the sprinkler system main- tained in accordance with NFPA 25. Do not clean sprin- klers with soap and water, ammonia or any other clean- ing fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate assembly which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Model RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K-factor shall be nominal 4.3 (62.4), having a 7/16" orifice. Temperature rating shall be Ordinary 165°F (740C); cover plate temperature rating to be 135°F (570C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a ½" cover plate adjust- ment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflec- tor from damage, which could occur during construction before the cover plate is installed. Standard cover fin- ish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006), Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature (I) Other colors and finishes avail- able. Consult factory for details, Note: Paint or any other coatings applied over the factory finish will void all approvals and warran- ties. Cover Plate Finishes (1) Standard Finishes Chrome White Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome x 1/2" REDUCING TEE OR ELBOW " [66./mm] 0/A. [58.7mm] D/A - ________________ HOLE IN CEILING CUP \\\\\\ / CEILING / " [12./mm] MAX. T COVER ADJUSTMENT COVER PLATE ASSEMBLY SPRINKLER 2" [50.8mm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION 3k" 0/A. 3/16" J [84. 1mm] [4.8mm] OOGFGO? iJOO.Vj COVER PLATE. 1/2" [12.7mm] ADJUSTMENT 3, R ---liable Bulletin 135 Rev.G Model Fl Residential Sprinklers for Design Density of .05 gpmlft2 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpmM , .- -. . "'•.L'". (t. Fl Res 30,49,58&76 Fl Res 30,49,58&76 Recessed Pendent/ F1 Recessed Pendent/ FP Fl Res 30, 49 , 58 & 76 CCP Pendent Fl Res 44 SWC Fl Res 40 Recessed HSW/F2 The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinkler's heat-sensitive glass-bulb to shatter, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating: 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: ½" NPT (R½) K-Factor: 3.0 (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (Actual) - El Res 49 Pendent Sprinkler 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - Fl Res 76 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 4.0 (Actual) - Fl Res 410 HSW Sprinkler Density: Minimum 0.05 gpm/ft2 Application Model El Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. 1fl. Fir',i, Pirk nrixtp PImcfrrr NOW Yrrk 1fl9 Types: F1 Res 30Pendent Fl Res 30 Recessed Pendent/F2 Fl Res 30 Recessed Pendent/FP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed PendentJFl Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/F1 Fl Res 76 Recessed Pendent/FP Fl Res 30 CCP Pendent Fl Res 49 CCP Pendent Fl Res 58 COP Pendent Fl Res 76 CCP Pendent F1 Res 44HSW Fl Res 44 Recessed HSW/F2 F1 Res 58HSW Fl Res 58 HSW Recessed HSW/F2 21.F1 Res 44SWC Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) I 2. NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1, 2,3, &4) ar fast response sprinklers combining excellent durability high sensitivity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers (Figs 5,6 & 7) are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit th€ efficient use of residential water supplies for sprinkle i coverage in residential fire protection design. Thc PDlilhIø Ai,tmth, nrinkIør (r. Ind' Fl Res 44&58 Recessed HSW/F2 2 ?/4 tZ I& (57.2m**,J CM. (4t2,J TmLR NQEf S FA n77w#; 70 CUMC Doeam T l,EJt 135P602 2 27/Jr CM. (72.2nj 13.5FGOJ Installation Models Fl Res sprinklers are to be installed as * shown. Model Fl, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, COP & Model Fl Res 30,49,58 & 76 Pendent SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model Fl Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 and 40 HSW with a ceiling to deflector distance of 4"- 12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. Model Fl Res 30 Recessed Pendent /F2 Model Fl Res 49,58 & 76 Recessed Pendent I Fl iI — F 1 escutcheon, 3/411 (19mm) adjustment Fig. 1 Fig. 2 Escutcheon*. Fl or F2. Data: Adjustment "A" Face of fitting to Type Inch (mm) Inch (mm) ceiling Inch (mm) Fl 3/ (19.0) Min.= 3/4' (19.1) Max. =134" (38.1) /6 - X6 (4.7 - 24.0) F2 Y2(12.7) Min.=15/6"(23,8) Max.=1%" (38.1) 3X61<6(47 17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent 2. Technical Data: Fl Res 30 Pendent and Recessed Pendent Thread Size Nominal Orifice Inch (mm) I Sprinkler Temp. Rating Max Max. pressure (bar) I Temp. Actual K Factor Sprinkler i Length Inch (mm) I °c °F "NPT - '' (8 2) 155 68 LLi1L 100 38 30 2,25 (57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Flow Pressure Sprinkler I Spacing ft_(m) gpm (Lpm) psi (bar) Identification Number (SIN) 12x 12 (3.6x3.6) 1 8 (30.3) 7.0(0.48) R3511 14 x 14 (4.3x4.3) 1 10(37.8) Technical Data: Fl Res 49 Pendent and Recessed Pendent Nominal Sprinkler J Max Max. _-__ Actual Sprinkler 1, Thread Orifice Temp. Pressurej Ambient I Length Size Inch Rating I psi Temp. Factor' Inch L <c I °c -i (mm) OF °C (bar) (mm) )4"NPT 155 68 175! 79 171(12, 1100138 11501 66 4,9 [2.25 (57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm)i Pressure psi (bar ) Sprinkler 1 Identification NuTj?qL(SIN 12 x 12 (3.6x3.6) 7.0(0.48) R3516 [14 x 14 (4.3x4.3) 13(49) 7.0(0.48) L16X16(4.9X4.9) 13 _(49) _pJç4)I I 18x 18(5.5x5.5) 17(64.3) 1 12.0 (0.83) 20 x 20 (6.1 x6.1) 1 20 (75.7) 16.7(1.14)I *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 6x3j 15 (57) 9,4 (0.65) R3516 20.2(1.4) 14 x 14 (4.3x4.3) 12L. 10.6(0.73) 16x 16(4.9x4.9) 17(64.3) 12.0 (0.83) 18 x 18 _1 7_ 20 x 20 (6.1x6.1) 22(83.2) *NOte: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: Maximum beam depth = 7" (178mm) Beam spacing ator greater than 7.5 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Nominal Sprinkler Max. Max. Sprinkler Thread Orifice I Temp. Pressure Ambient K Length Size Inch Rating psi Temp. I Factor Inch °F I 'c F I °c (mm) (bar) (mm) [½" NPT %' (13) 155 68 j_175 (12) 100 I 38 I 5.8 2.25 (57) (R½) 175 I 79 150! 66 Max. Sprinkler Spacing it (m) flow I gpm (Lpm) Pressure psi (bar) Ceiling -to- Deflector Inch (mm) Sprinkler Identification Nu( I_12x12(3.6x3.6) 16(61) 7.6(0.53) (25-1 00) R3513 14 x 14 (4.3x4.3) t 16(61) 7.6(0.53) 16 x 16 (4.9x4.9) I _jj 1-4j 7.6(0.53) 18 x 18 (5.5x5.5) 1 19(72) I 10.8(0.7 20 x 20 (6. 1 x6. 1) ! 22(83.3) 14.4(1.0) CI p Technical Data: Fl Res 76 Pendent and Recessed Pendent Nominal Wder Max. Max. xi1der Thread Orifice Tenii Piessue Aiöe1 K Length She Inch Ig psi Inch Facr °F °c °F (mm) (bar) (mm) %"NPT (R3/4) %2' (13.5) 155! 175! 68 79 175(12) 100 150 38 I 66 7.6 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 21 7.6(0.53) R7618 14 x 14 (4.3x4.3) 21 7.6(0.53) 16 x 16 (4.9x4.9) 21 7.6(0.53) 18 x 18 (5.5x5.5) 21 7.6 20x20(6ix6.1) . 23 [ 9.2(0.63) Model Fl Res 30,49,58 & 76 CCP Pendent Model Fl Res 30,49,58 & 76 Recessed Pendent I FP FP push-on/thread-off escutcheon 2 5/8 [66. 7mm] 0/4. 2 5/16' 0/A. - - I-IDLE IN CEILING [58.7mm] - - CUP H ........... ................... i"i/2" REDUCER CUP CEILING 471~ MAX. FACE OF FITTING 1/4/31.5mmJ To FACE OF CEILING DIMENSION COVER ADJUSTMENT / HEIGHT 3 5/76 CIA. 135FG04D [84.7mm] Fl RES 30, 49, 58 & 76 COP PEND. Fig. 3 NOTE: The Fl Res 76 will use a 1" x 3/4" reducer. 2 5/8 ELI. 1-7.-] HOLE IN CEILING 2 3/16 ELI. (5&7Inm) T - -----------IX I / / CEILING FACE OF RMNG TO FACE OF CEMM DWENSOV rp Fig.4 4 CCP ODtions Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) y2 (12.7) (79) %(19) FP Data "A": "A" FP Position Inch (mm) Max. Recessed X6 (11) Mm. Recessed % (24) Technical Data: Fl Res 30 CCP Pendent and Recessed Pendent I FP Thread Size Nominal Orifice Inch Siodrildwi Teni L H ccp' Assently I _ I Ten. K j FactorInch ñ1der Length (MM) 1/2 0 NPT 2)/"(82) _ 1551 68!1351 I Iii 57 175(12) 100 38 1 3.0 225 (57) Max. Sprinkler Rowpressure I Sprinkler Spacing ft (m) (Lpm) psi (bar) I Identification Number (SIN) _____ 12 x 12 (3.6xa1D.3) I 7.0(0.48) 13.4 R3511 14 x 14 (4.3x4.3) Iij.j4.t) Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP Thread Size Nominal Oiffice Inch Spñ1des Terqi Ring OCP Asser" Ten' . Max P ressue MEM I l I Mti1 K Je1 Factor i Length kidi (mm) (niii) NPT X6 (11) 15516811351 I 57 175(12) I 100138 2.25 (R½) Spacing Max. Sprinkler Flow Press Sprinkler ft (m) gpm (Lpm) psi (bar) Nunib(slN) Identification i2i2..(36x35L t3(49L _LQ0.48) 14 x 14 (4.3x4.3) L 1349L_. L1(fl.48)_. I 16 x 16 (4.9x4.9) I 14(53) 8.2 R3516 18 x 18 (5.5x55Lt 18 (6BJL .J3.5_!Q.23L. _____________ _____ I, 20x20(6.1x6.1) L_20i5iL, _i.57(1.i4J_______ suable for installaon in ceilings which have posftive pressure in the space above. Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP Nominal *inkler' ccpm ASS5I1tIYI 1 Max "der Thread Size Orifice Inch Ten Rkig Teff Ratirm Pressue Mtielll K psi I Teni Fador Length Inch 1/2" NPT 2'(13) 155 68 135 57 U WL Max. Sprinkler 'Spacing ft (m) 2( 12x13.6x3.6) Row gpm(Lpm) - --__ 16(61) Pressure PSI (bar) .75a53)_ Sprinkler Identification R3513 1 14 x 14 (4.3x4.3) 16(61) 7,6(0.53) 16 x 16 (4.9x4.9) 1 16(61) - 7.6(0.53) 18x18.5x5.5) 1 19(72) 10.8(0.75) 20x20(6.1x6.1) 1_....22183.3.L.1 14.4 (1.0) Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP Nominal Sprilde CCP r Max, Max Thread Size Inch Orifice!Ass Temp.T Flatir!J Ratim Aessue psi Mt1I K Teni Fador Length (mm) (bar) iH _ 'F 3/4" NPT _____ (R3/4) 12 (13.5) __ 155168 175! 79 175(12) 100138 1501 66 7.6 2.25(57) _ _ Max. Sprinkler Spacing ft (m) Row Fm (Lpm) Pressure psi (bar) Sprinkler Identification 12 x 12 (3.6x3.6) 21 - R7618 14 x 14 (4.3x4.3) 21 7.6 (0.53) 16 x 16 (4.9x4.9) 21 7.6(0.53) 18x18(5.5x5.5) 22_.._ 8.4(0,58) 20x20(6,1x6.1) 25 10.8J ),74)7 - Note: Sprinklers shown in Fig. 3 and Fig. 4 are not 15. Escutcheon, F2, Data: Type Adjustment Face of Fitting to wall Inch (mm) Inch (mm) F2 y2 (13) Model Fl Res 44 & 58 HSW Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, adjustr Technical Data: Fl Res 44 HSW & HSW/F2 Nominal *Wft Max. hder iiei OrIfice Teni Ressure MJl K Lerqh Size Inch Fiig p TaT1 Fr kich OF cc °F cc (mm) (bar) (mm) 1/2"NPT y'(lO) 155 175! 68 79 175(12) 100 150! 38 66 2.45(62) Max. Sprinkler Spacing ft (m) ceiling-to- Deflector Inch (mm) Sprinkler Temp. Rating F (°C) Row gpm (Lpm) Pressure psi (bar) Sprinkler klentification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175(79) 12(45.4) 7.5(0.52) R3531 14 x 14 (4.3x4.3) 155 (68) 175(79) 14(53.0) 16 x 16 (4.9x4.9) 155 (68) 175(79) 16(60.6) 16 x 18 (4.9x5.5) 155(68) 175(79) 18(68.1) M27.40.89) 18x 18(5.5x5.5) 155(68) 175(79) 19(72.0) 16 x 20 (4.9x6.1) 155 (68) 175 (79) 23 (87.1) 12 x 12 (3.6x3.6) 6-12 (152-305) 155(68) 175(79) 14(53.0) 1 10.2(0.71) 27.4(1.89) 14 x 14 (4.3x4.3) 155 (68) 175 (79) 16(60.6) 13.3 (0.92) 16 x 16 (4.9x4.9) 155(68) 175(79) 17(64.4) 15.0(1.04) 16 x 18 (4.9x5.5) 155 (68) 175 (79) 20(75.7) 20.7(l.43) 16 x 20 (4.9x6.1) 155(68) 175(79) 23(87.1) ri Technical Data: Fl Res 58 HSW & HSWIF2 T1iad S Nominal Orifice Inch F *Mdw Ma,c UK [_TaTP Pnssu AITt"tJ K LaVth PSI _ (mm) c c (bar) (mm) y (13) 155 68 100 38 5.8 2.45(62) L1751 9 1175(12) 1501 66 Escutcheon, F2, Data: ustment Face ofFitting I Type to towall I Inch (mm) Inch (mm) I F2 Y, (13) Max Sprinkler Spacing ft (m) ceili All ng Deflector Inch (mm) Sprinkler Temp. Rating °F (°C) Flow gpm (Lpm) Pressure psi (bar) p Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) I () 175 (79) 175 (79) 18(68.2) 7.6(0.53) 117L R3533 14 x 14 (4.3x4.3) 16x16(4.9x4.9) 155(68) 175(79) 1 21(79.)j13.2(0.91) 16 x 18 (4.9x5.5) 155 (68) 175 (79) _25 (94.7) (1,28) L 109X61JI 155(68) 175(79) 25(1.73) I 12x12(3.6x3.6) 6-12 (152-305) 7 71 155 (68) 175 (79) 22(83,3) 22(83.3) 14.4(1.0Lj 14.4(l.0) 14 x 14 (4.3x4.3) 16 x 16 (4.9x4.9) 155 (68) 175 (79) 26(98.4) 20.1 (1.39) I 16 x 18 (4.9x5.5) I jJ 175(79) 7. Model Fl Res 44 SWC r 4 to 72 1707.60mm To I I/4 [31.75mm] Monimum 304.80mm] Face 01 Fitting PUSH ON COVER, THEN To Wall Dimens!o TURN TO ADJUST UNTIL TIGHT AGAINST WALL. IX 1/2Reducer.-7 -7 Recommended Wall Hale 2 5/16 2 5/8 (58.74mmJ.i1J_f-- 166.68mm] 010. 14-1 Did. 010 V TURN COLLAR UNI7L , TIGHT AGAINST SPRINKLER 1 2 I/32 WRENCH BOSS. [42.07mm] I J57 I/2 (72. 70mm] Adjusi meet El RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC itieci Nominal Otifice SOW Tarqi CouerTeni ,: Resstie riax. K Length Stas Inch _____ PSI Mj3lStTgTp Far hidi T cc i I CF CC (mm) (bar) (mm) 1/2" NPT (R ½) W OO) 155 68 135 57 175(12) 100 38 4.4 2.45(62) Max. Spunkier (m) Ceiling -to- Deflector Inch (mm) Flow Spacing gpm (L4)fn) Identification ft Pressure psi (bar) Spdnkler Number(SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13 (49.2) 8.7(0.60) R3531 20.7(l.43) 14 x 14 (4.3x4.3) 14(53.0) 10.2(0.71) 16 x 16 (4.9x4.9) 17(64.3) 15.0(1.1) 16x 18(4.9x5.5) 19(71.8) 18.7(l.13) 16 x 20 (4.9x6.1) 23 (87.1) 27.4(l.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 14(52.9) 10.2 (0.71) 14 x 14 (4.3x4.3) 15(56.7) 11.7(0.81) 16 x 16 (4.9x4.9) 18(68,1) 16.8(1.16) 16 x 18 (4.9x5.5) 20(75.6) I 2. Model Fl Res 40 Recessed HSWIF2 Escutcheon. F2. Data: Type Adjustment Face of Fitting to wall I Inch (mm) Inch (mm) F2 y2 (13) X6 -%(47-174) F2 escutcheon, /2" 11 3m adjustment 135FG05 FACE OF FITTING TO WALL DIMENSION I I I/4 MIN. (37.8mm] t -2 I/4 HOLE 0/4. 7/8 [57.2mm] [32mm] CEILING To DEFLECTOR x ;/2 DIMENSION 7 15/16 D/4 2 27/32 DIA. [72.--l TURN COLLAR TIGHT AGAINST SPRINKLER WRENCH ROSS. L 7/2[13mm] I35FG06-C AWUSTMENT Fl RES 58. 44 & 40 HSW/F2 Fig. 7 Fig. 6 Technical Data: Fl Res 40 HSW & HSWIF2 Nominal I1dr Mw ___ Wder flieI Orifice Tenx J iL e1 K L.engih size Inch ig psi Teni Far Inch CFQC cFHC (mm) (bar) (mm) 1/2"NPT /'(10) 155 175 I 68 79 175(12) 100 150 I 38 66 4.0 2.45(62) Max. Sprinkler Ceiling Sprinkler Temp. Rori Pressure Sprinkler Spacing Deflector Rating gpm p (bar) enhflcetion ft (M) Inch (mm) °F(°C) (Lpm) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 155 (68) 175(79) 13(49.0) 10.6 (0.73) R3538 14 x 14 (4.3x4.3) 155(68) 175(79) 16(60.5) 16.0(1.10) 16x16(4.9x4.9) 155 (68) ______ 17(64.3) 18.1(1.24) 16x 16(4.9x4.9) 175 (79) 18(68.1) 20.2(l.39) 16 x 18 (4.9x5.5) _______ 155 (68) 175 (79) 20(75.7) 25.0(1.72) 18 x 18 (5.5x5.5) 155(68) 175(79) 22(83.3) 30.2(2.08) 16 x 20(4.9x6.1) 155(68) 175(7p) 23 (87.0) 33.1 (2.28) 12 x 12 (3.6x3.6) 6-12 (152-305) 155(68) 175 (79)13(49.0) 10.6(0.73) 14x14(4.3x4.3) 155(68) 175 (79) 17 (64.3) 18.1 (1.24) 16 x 16 (4.9x4.9) _155L68 175 (79) 20(75.7) 25.0 (1.72) Finithes" Standard Finishes Fl, F2, FP Sprinkler Escutcheons Cover Plates Bronze Brass White Painted Chrome Plated Bright Chrome Plated Chrome White Polyester White Painted Coated Special Application Finishes Sprinkler Fl, F2, Escutcheons Cover Plates Bright Brass Bright Brass Bright Brass Black Plated Black Plated Black Plated Black Paint Black Paint Black Paint Off White Off White Off White Satin Chrome Satin Chrome Satin Chrome (1 Other finishes and colors are available on special order. Consult factory for details. Note: Paint or any other coating applied over the factory finish will void all approvals and warranties. Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76, Fl Res 44 and Fl Res 40 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other Cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb Containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58, SIN R3511, R3516&R3513 (Bulletin 135). Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish Cover Plate Finish Model Fl Res 49 & 58 Recessed Pendent/F1, Model Fl Res 30,49 & 58 Recessed PendentlF2, Model Fl Res 30,49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pendent sprinklers engine9red to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 3.0, 49 & 58 Recessed PendentJFl] [Model Fl Res 30, 49 & 58 Recessed Pendent/F2] [Model El Res 30, 49 & 58 Recessed PendentJFP] SIN R35.1 1, R3516 & R3513 (Bulletin 135). 10. Model Fl Res 30,49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (57°C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 COP, SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl RES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model Fl Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineer! to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 40, SIN R3538 (Bulletin 135). Model Fl Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 40 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with 'recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 40/F2, SIN R3538 (Bulletin 135). Model Fl Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpmlft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (6811C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN R3531 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal sidewall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). ii, Model Fl Res 76 Pendent prinklers shall be [cULus Listed] low flow residential pendent sprinklers engineere to provide a minimum design density of 0.05 gpmlft over the listed coverage area. Listed flows as specified by the manufacturers technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). Model Fl Res 76 Recessed Pendent/F1, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineer 9d to provide a minimum design density of 0.05 gpm/ft over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3%" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 7.6. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendent/Fl] [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model Fl Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with machined or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color- specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 76 CCP, SIN R7618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Z% Recycled (800) 848-6051 Sales Fax %l Paper (914) 829-2042 Corporate Offices Revision tines indicate updated or new data. ww.reliablesprinkler.ccm Internet Address EG. Printed in U.S.A. 06/08 P/N 9999970235 Vertical Sidewall Conventional Upright it Pendent Horizontal Sidewall Recessed Pendent Extended Coverage Recessed Extended Pendent Coverage Pendent At normal temperatures, the glass bulb contains the fluid in both the liquid phase and in the vapor phase. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distribute the discharging water. The Fl Sprinkler temperature rating is identified by the color of the glass bulb capsule as well as frame color where applicable. Bulletin 117 Rev.T Model Fl I ®Model Fl Recessed Standard Response Sprinklers The Designer® Model Fl Sprinkler Standard Upright Standard Pendent Extended Coverage Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW1 Deflector The Designer®Il Model Fl Recessed Sprinkler Recessed Pendent Recessed Extended Coverage Pendent Approval Organizations Underwriters Laboratories Inc. Underwriters' Laboratories of Canada Factory Mutual Research Corp. Loss Prevention Council NYC BS&A No. 587-75-SA Pleniere Assemblee Verband der Schadenversicherer NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open (VNIV) Patents: U.S. Patent No. 6,374,92 Applies to Model Fl Vertical Sidewall Sprinklers. Product Description The Fl Glass Bulb Sprinkler combines the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. Whether installed on exposed piping or in an office ceiling, it is functional and attractive. The Horizontal and Vertical Sidewall Sprinklers provide an equally attractive appearance when ceiling piping cannot be used. Beautifully versatile is the description for the Reliable Model Fl Recessed Designer glass bulb sprinkler. Recessing The Designer® enhances its already low profile decorative appearance, and facilitates a rapid and perfect installation. Model El Recessed Designer's escutcheon is highly adjustable. The two piece construction makes field installation a very easy and rapid task. This also allows ceiling panels to later be removed without shutting down the fire protection system, thus facilitating maintenance of above ceiling services. The Designer® Automatic Sprinkler utilizes a frangible glass bulb. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside of a precisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The Reliable Automatic Sorinkler Co.. Inc.. 103 Fairview Park Drive. Elmsford. New York. 10523 Model Fl Upright, Pendent & Conventional Sprinklers * Installation Wrench: Model D Sprinkler Wrench Upright Pendent Conventional Installation Data: Nominal Nominal K Factor ________________ Sprinkler Approval Sprinkler Identification Numbers (SIN) Orifice Thread Size Height Organization I US I Metric _____ Upright I Pendent Standard-upright (SSU) and pendent Deflectors Marked to Indicate Position (15mm) '/' NPT (R1/2) 5.6 80 2.2' (56mm) 1,2,3,4,5,6,7 R17254 81715 17/32' (20mm) 3/4' NPT (A3/4) 8.0 115 2.3' (58mm) 1,2,3,4,7,8 R1722 81712 ½' ½' NPT 5.6 80 2.2' (15mm)3 (81/2) (56mm) 17/32' (20mm)° 3%' NPT (83/4) 8.0 115 2.3' (58mm) 7 7/16' (11mm) ½' NPT (81/2) 4.2 60 2.2' 1,2,8 (56mm) R17234 81713 3/8' (10mm) ½' NPT (R1/2) 2.8 ___________ 40 2.54' (65mm) 1,2,8 R1721 81711 10mm XLH R3/8 4.2 i 60 56.1mm 4,6,7 R1724 81714 Conventional-Install in Upright or Pendent Position 10mm XLH 83/8 { 4.2 1 60 56.1mm -------- 81774 15mm 1/2' NPT { I 5.6 80 56.1 mm (R1/2) 4,6,7 R1775 20mm 3%'NPT (R3/4) [ 8.0 115 58.1mm 4,7 R1772 LPC Approval up to 286°F (141°C) FM Approval for SSU up to and including 200°F (93°C) only. (F1S5) VdS Approval for Intermediate Response 155°F (68°C) only. Polycoated upright UL and ULC listed corrosion resistant. 2. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS r7 7 7'77 3/4 ADJUSTMENT hecessec I-'enaent -2 7/4' HOLE 014. [57 2_1 572mm] H- 7 15/76' 0/A. [4 9.2mm] Xi/2REDUCER I ( I /5/76' [3.2mm] 7 [25.4mm] Màdel Fl Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench I 755F001A II 7PGOIA I- 2 27/32" 0/A. [72.2mm] (1) When installed directly into a tee, the escutcheon dimensions adjustment will be reduced. Installation Data: Nominal I Thread Size Nominal K Factor Sprinkler Height Approval Sprinkler Identification US Metric Orifice Organization Numbers (SIN) /2' (15mm) ½' NPT (R1/2) 5.6 80 2.2' (5 1,2,3,4.5,7 R17156mm) 17/32 (20mm) 3%'NPT (R3/4) 8.0 115 2.3' (58mm) 1,2,3,4,8 R1712 ½' (15mm)4 WNPT (R1/2) 5.6 80 2.2' (56mm) 17/32' (20mm)4 3%' NPT (R3/4) 8.0 115 2.3' (58mm) 7 7/16' (11mm) 1/2' NPT (R1/2) 4.2 60 2.2' (56mm) 1,2,8 R1713 3/8' ½' NPT 2.8 40 2.2" 1,2,8 R1711 (10mm) (R1/2) (56mm) 10mm R3/8 4.2 60 56.1 MM 4,7 R1714 (2) FM Approval Light Hazard - No Limitations Ordinary Hazard - Groups 1 & 2, Wet Systems only. LPC Approval is for 57°C through 93°C ratings. VdS Approval for Intermediate Response 155F (68°C) only. 3. vertical biaewaii Nodël Fl Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy U.S. Patent No. 6,374,920 Sprinkler Type Deflector to Ceiling Distance (Mm.. Max.) Upright 4 (102mm) - 12 (305mm) I Pendent 4 (102mm) - 12 (305mm) Installation Data: Nominal Orifice Thread Size Nominal Factor Sprinkler I Height Organizations Approval Identification Sprinkler I I I Numbers (SIN) I j US I Metric W (15mm) W NPT (R1/2) 5.6 8.0 2.2 (56.1mm) 1,2,3,4,6,8 R1785 (1) LPC Approval is pendent only, 57°C through 141°C ratings. Model Fl Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench 7'., ~ M-o* Horizontal Sidewall 90,10,01, 1 3/l6-5/l5---- [5,-24,,] I I/4 MIN. -2 7/4 HOLE 01.4. I-I/8 [70I.6mn- I52.4v,,] CEILING TO Ixi/2REDUCER 7L DEFLECTOR 2 TI/RN COLLAR UNTIL ' TIGHT AGAINST SPRINKLER WRENCH BOSS. 3/4 H ADJUSTMENT Installation Data: J Nominal Orifice Thread Size i Nominal K Factor Sprinkler I Height Approval Organizations Sprinkler I identification Numbers (SIN) US I Metric Light Hazard Ordinary Hazard W(l5mm) WNPT (R1/2) 5.6 80 2.63(67mm) 1,2,3,5 1,2,5 R1735 Note: UL and ULC Listing permits use with Fl escutcheons, light hazard only. 4 Extended Coverage Pendent Extended Coverage Recessed Model Fl Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy Coverage Area Pressure Flow Rate Max. Area Width x Length Nominal K=8.0 (115) K=5.6_(80) gpm L/min psi bar psi bar ft. x ft m x m 26 98.4 10.6 0,7 21.6 I 1,5 16x 16 I 4.9x4.9 33 125.0 17.0 I 1,2 34.7 I 2,4 18 x 18 5.5 x 5.5 40 151.4 25,0 1,7 51.0 3,5 20 x 20 6.0 x 6.0 / Installation Data: Nominal Thread Nominal K Factor Sprinkler Approval Temperature Rating Sprinkler US Metric °C Orifice Size Height Organizations Identification Numbers (SIN) 17/32' (20mm) 34NPT (83/4) 8.0 115 2.2(56mm) 1,2,8 135,155 57,68 R1742 ½' (15mm) 1/2 NPT (R1/2) I 5.6 80 2.2 (56mm) 1,2,8 135,155 57,68 R1745 -2 ,/ ,HOLE 0I4— /4J —1 23/C REDUCER (24 DIll 3 IVUN COLLAR ,.- OR - 2 : I /2 REDUCER UNTIL DENT / [2541,,, 2 I27In3 IGRUIST SPRINVIER .REICH ROSS 3/4IDJUSDIENT_J TLi p'' I17rW,A 2 27/32 02. [722-1 (1) When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Coverage Area Pressure Flow Rate Width x Length MaL Areaow Nominal (=8.0(115) K=5.6 (80) gpm L/min psi bar psi I bar ft. x ft. m x m 26 984 10.6 I 0,7 21.6 1,5 16 x 16 4.9 x 4.9 33 I 125.0 17.0 I 1,2 34.7 2,4 18 x 18 I 5.5 x 5.5 40 151.4 25,0 j 1,7 j 51.0 I 3,5 20 x 20 6.0 x 6.0 Installation Data: Nominal Thread Nominal K Factor Sprinkler Approval Temperature Rating Sprinkler US Metric °F °C Orifice Size Height Organizations Identification Numbers (SIN) 17/32' (20mm) 3%'NPT (R3/4) 8.0 115 2.2W (56mm) 1,2,8 135,155 57,68 R1742 1/2 (15mm) ½' NPT (R1/2) 5.6 80 2.2' (56mm) 1,2,8 135, 155 57,68 R1745 F). Model Fl Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy iLodej1171 & Fl Recessed Sprinklers plication Model Fl and Fl Recessed sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction. Installation Model El sprinklers are standard response sprinklers intended for installation as specified in NFPA 13. They must also be installed with the Model D Sprinkler Wrench specifically designed by Reliable for use with these sprinklers. The Model Fl Recessed Sprinklers are to be installed with a maximum recess of 3/4 inch (19mm). The Model Fl Escutcheon illustrated is the only recessed escutcheon to be used with the Model Fl Pendent and EC Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model Fl Recessed Pendent and EC Pendent Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange covers to protect the bulb during the installation process. REMOVE THIS PROTECTION ONLY AFTER THE SYSTEM HAS BEEN HYDROSTATICALLY TESTED AND, WHEN APPLICABLE, THE ESCUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches are designed to install sprinklers when covers are in place. Maintenance The Models El and El Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluid. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Finish (where applicable) Temperature Ratings Classification Sprinkler Temperature Maximum Ambient Temperature Bulb Color °F °C Ordinary 135 57 100 38 Orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green Hight 286 141 225 107 Blue Extra Hight 360 182 1 300 1 149 1 Mauve (1) Not Available for Fl Recessed Patents: U.S. Patent No. 6,374,920 Applies to Model Fl Vertical Sidewall Sprinklers. Finishes" Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Chrome White Polyester Coated (3)(6) White Painted Special Application Finishes Sprinkler Escutcheon Bright Brass(2)Bright Brass Black Plated Black Plated Black Paintt34 Black Paint Off White (3) Off White Satin Chrome Satin Chrome Lead Plated(3X4) Wax Coated (3)(4)(5) Wax _Over _Lead t3 t4t Other colors and finishes are available on special order. consult factory for details. 200°F (93°C) maximum. UL and ULC listed, and NYC approved only. 155°F to 200°F (68°C to 93°c) ratings only. 286°F (141°c) sprinklers may be coated for ambient conditions not exceeding 150°F (66°C). UL and ULC listed corrosion resistant SIN numbers: R1721, R1722, R1723 and R1725. Note: For ½" orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 013. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the united States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. ® (800) 431-1588 Sales Offices HIM, iable (914) 829-2042 Corporate Offices (800) 848-6051 Sales Fax www.reliablesorinkler.com Internet Address Recycled Paper Revision lines indicate updated or new data E.G. Printed in U.S.A. 11/08 P/N 9999970011 B_________ A G SPECFCATON S1 JBMtTTAL SHEET f.: .-- -) ' .) ?-11 )çML r U" • '. \,. 6 FEATURES Sizes: 03/4" U 1" U 1-1/4 U 1-1/2" U 2" Maximum working water pressure 175 PSI Maximum working water temperature 180°F Hydrostatic test pressure 350 PSI End connections Threaded ANSI B1.20.1 OPTIONS (Suffixes can be combined) U - with full port QT ball valves (standard) U L - less ball valves U U - with union ball valves U S - with bronze "Y" type strainer U TCU - with test cocks "vertical" up U V - with union swivel elbows (3/4" & 1") U OSY - with OS & Y gate valves U FDC - with fire hydrant connection (2" only) U FT - with integral male 450 flare SAE test fitting APPLICATION Designed for installation on potable water lines to protect against both backsiphonage and backpressure of polluted water into the potable water supply. Assembly shall provide protection where a potential health hazard does not exist. STANDARDS COMPLIANCE (All sizes approved horizontal. Vertical approvals as listed below.) ASSE® Listed 1015 (vertical 3/4", 1 1/4", 1 1/2" & 2") IAPMO® Listed (vertical 11/4-2") CSA® Listed (vertical 3/4", 1 1/4", 1 1/2" & 2") AWWA Compliant C510 (vertical 3/4") UL® Classified (less shut-off valves only) C-UL® Classified (less shut-off valves only) Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California (vertical 3/4") City of Los Angeles Approved (vertical 1-1/4"-2") NYC MEA 426-89-M VOL 3 MATERIALS Main valve body Cast Bronze ASTM B 584 Access covers Cast Bronze ASTM B 584 Internals Stainless Steel, 300 Series Elastomers Silicone (FDA approved) Buna Nitrile (FDA approved) Polymers NoryllM, NSF Listed Springs Stainless steel, 300 series ACCESSORIES U Repair kit (rubber only) U Thermal expansion tank (Model WXTP) U QT-SET Quick Test Fitting Set U Test Cock Lock (Model TCL24) IC DIMENSIONS & WEIGHTS (do not include pkg.) DIMENSIONS (a proximate) WEIGHT MODEL A UNION LESS WITH SIZE A BALL B LESS BALL c 0 E F G BALL BALL VALVES VALVES VALVES VALVES mm in. mm in. mm in. I mm in. Imm in. mm in. mm in. mm in. Imm lbs I kg ths 3/4 20 111/4 2861 121/2 318 1 7 178 11/2 38 3 176 31/2 89 1 3 76 15 1381 5 2.3 7 3.2 1 25 121/4 311 137/8 353 7 178 11/2 38 3 76 31/2 89 3 76 173/4 451 8 3.6112 5.4 11/4 32 151/2419 181/2 470 109/16 268 2 51 31/2 89 41/2 114 41/2 114 211/2 546 16 7.3 22 10 1 1/2 40 171/8 435 19 1/8 486 109/16 268 2 51 31/2 89 41/2 114 41/2 114 223/4 578 16 7.3 22 10 2 50 181/4460 20 508 109/16 268 2 51 3 1/2 89 41/2 114 41/2 114 251/8 638 16 7.3 28 12.7 Page 1 of 2 WILKINS a Zum company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5786 L. '4 Ii I A&JHWF-ft 14 P I .41 I 1 04 Ml1 P AAIM P iAk w U) 16 0. p FLOW CHARACTERISTICS MODEL 950XL 3I4, 1", 1 114",11 1/2" & 2" (STANDARD & METRIC) FLOW RATES (us) 2.52 3.8 5.0 I I 20 m 4(2 >/'i 40 60 80 1.26 OL 0 103 y.; (I) 69 35 50 100 150 200 250 "- FLOW RATES (GPM) 0 Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordancewith the manufacturer's instructions and the latestedition of the Uniform Plumbing Code. Unless otherwise specified, the assembly shall be mounted at a minimum of 12" (305mm) and a maximum of 30" (762mm) above adequate drains with sufficient side clearance for testing and maintenance. The installation shall be made so that no part of the unit can be submerged. OUTDOOR INSTALLATION Capacity thru Schedule 40 Pipe Pipe size 5 ft/sec 7.5 ft/sec 10 ft/sec 15 ft/sec 1/8" 1 1 2 3 1/4" 2 2 3 5 3 4 6 9 1/2 5 7 9 14 fl-r 0 1`1)1 IL. 4I7 I 1" 13 20 27 40 1 1/41 23 35 47 70 1 lIZ 48 bi 2' 52 78 105 167 DIRECTION OF FLOW INDOOR INSTALLATION SPECIFICATIONS The Double Check Valve Back-flow Preventer shall be ASSE® Listed 1015 approved, and supplied with full port ball valves. The main body and access covers shall be bronze (ASTM B 584), the seat rings and all internal polymers shall be NSF® Listed NorylTM and the seat disc elastomers shall be silicone. The first and second checks shall be acces- ,..,i..I,., c,.. ..--, • ,;ei,,... •e el.,,.. ;....-- ei. line. Tl. r ,i.j Check ' 0 Shall maintenance II,C without removing l the UCVII.,C II UI II LI IC nrIC. I I IC IJOuL,Ie '.iI Ie¼fl VQIVC L.)0'.,I\lIIjY I rove ILCI e a WILKINS Model 950XL. WILKINS a Zurn company, 1747 Commerce Way, Paso Robles, CA 93446 Phone:805/238-7100 Fax:805/238-5766 IN CANADA: ZURN INDUSTRIES LIMITED, 3544 Nashua Dr., Mississauga, Ontario L4V 1L2 Phone:905/405-8272 Fax:905/405-1292 Product Support Help Line: 1-877-BACKFLOW(1-877-222-5356) • Website: http://www.zurn.com