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Home My WebLink About2737 MADISON ST; ; AS090089; Permit6/6125, 3:07 PM AS090089 Permit Data City of Carlsbad Sprinkler Permit Job Address: 2737 MADISON ST Permit Type: SPRINK Parcel No: 2031021600 Lot #: 0 Permit No: AS090089 Status: ISSUED Applied 8/6/2009 Approved: 8/6/2009 Reference No.: Issued: 8/6/2009 PC #: Inspector: Project Title: TOWNHOMES (4 UNITS) THREE (3) FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: INNOVATIVE FIRE PROTECTION SUITE 101 8779 COTTONWOOD AV SANTEE, CA (619) 593-8200 (619)593-9133 Owner: TAMARACK PARK L L C P0 BOX 669 P0 WAY CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 195 I ü 195 0 about:blank 1/1 DATE 7/23/20'09 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 C:\HASS74\C4212.SDF JOB TITLE: 4-UNIT TOWNHOMES FOUR HEAD. CALC-2nd FLOOR WATER SUPPLY DATA FILE COPY SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 85.0 80.0 500.0 84.9 58.3 ___________________ These plans have been reviewed for apparent compliance with the current applicable ctxles and standards in force in the.jurisdiction. The-owner or contractor may utilize this review in support of an application for a building permit with the e spress understanding that this review in no way relieves the owner i* contractor or their professiotial engineer or w hitect for sole rvsponsthility for full compliance with said codes and standards. jncludinihe huilding,etxle or for any responsihilty for deficiencies. errors. omissions or negligence in these planw whei1er or not noted in this reviet. Reviewer- l&1 RECOMMEND APPROVAL 0 RECOMMEND APPROVAL. AS NOTED AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 58.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 58.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHAR (FT) (PSI) (GPM) 1 -1.0 SOURCE 54.3 58.3 RP 3.0 - - - - 52.6 DA 3.0 - - - - 38.6 2 -1.0 - - - - 40.3 3 0.5 - - - - 39.6 4 9.5 - - - - 35.0 5 9.5 - - - - 31.8 6 19.5 - - - - 26.2 - - - 7 19.5 - - - - 25.5 - - - 8 18.5 - - - - 13.4 9 18.5 - - - - 9.5 - - - 9A 18.0 K= 4.90 9.1 14.8 10 19.5 - - - - 9.0 - - - 10A 19.0 K= 4.90 8.5 14.3 11 19.5 - - - - 9.1 - - - hA 18.0 K= 4.90 8.2 14.0 12 19.5 - - -. - 9.7 - - - 12A 19.0 K= 4.90 9.6 15.2 13 19.5 - - - - 12.4 - - - 14 19.5 - - - - 12.9 - - - 15 28.5 - - - - 9.0 - - - 16 28.5 - - - - 9.0 - - - 16A 28.0 -- - - 9.2. - - - 17 28.5 - - - - 9.0 - - - 17A 28.0 - - - - 9.2 - - - 18 28.5 . - - - - 9.0 - - - 19 9.5 - - - - 18.2 - - - 20 9.5 - - - - 20.5 - - - 21A 9.0 - - - - 20.7 - - - 22A 9.0 . - - - - 20.7 - - - 23 9.5 - - - - 21.3 - - - 24A 9.0 - - - - 21.5 - - - 25A 9.0 - - - - 21.5 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-2nd FLOOR NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 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 58.3 5.850 PL 30.00 PF 0.0 1 -1.0 SRCE 54.3 (N/A) 0.7 150 FTG TG PE -1.7 RP 3.0 0.0 52.6 0.0 0.000 TL 113.74 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 52.6 0.0 14.0 psi, 58.3 gpm DA 3.0 0.0 38.6 0.0 Pipe: 3 58.3 4.230 PL 5.00 PF 0.0 DA 3.0 0.0 38.6 0.0 1.3 150 FTG L PE 1.7 2 -1.0 0.0 40.3 0.0 0.001 TL 16.53 PV Pipe: 4 58.3 4.220 PL 5.00 PF 0.0 2 -1.0 0.0 40.3 0.0 1.3 150 FTG EL PE -0.6 3 0.5 0.0 39.6 0.0 0.001 TL 35.40 PV Pipe: 5 58.3 2.067 PL 9.50 PF 0.7 3 0.5 0.0 39.6 0.0 5.6 120 FTG C PE -3.9 4 9.5 0.0 35.0 0.0 0.035 TL 20.50 PV Pipe: 6 58.3 1.394 PL 5.50 PF 3.2 4 9.5 0.0 35.0 0.0 12.3 150 FTG ETR PE 0.0 5 9.5 0.0 31.8 0.0 0.156 TL 20.50 PV Pipe: 7 38.0 1.394 PL 9.50 PF 1.2 5 9.5 0.0 31.8 0.0 8.0 150 FTG T2R PE -4.3 6 19.5 0.0 26.2 0.0 0.071 TL 17.50 PV Pipe: 8 38.0 1.394 PL 2.50 PF 0.7 6 19.5 0.0 26.2 0.0 8.0 150 FTG E PE 0.0 7 19.5 0.0 25.5 0.0 0.071 TL 10.50 PV Pipe: 9 19.3 1.101 PL 98.50 PF 12.5 7 19.5 0.0 25.5 0.0 6.5 150 FTG 9E7T PE 0.4 8 18.5 0.0 13.4 0.0 0.064 TL 196.50 PV Pipe: 10 18.0 1.101 PL 32.00 PP 3.9 8 18.5 0.0 13.4 0.0 6.1 150 FTG 4ET5R PE 0.0 9 18.5 0.0 9.5 0.0 0.056 TL 70.00 PV Pipe: 11 14.8 1.101 PL 1.00 PF 0.5 9 18.5 0.0 9.5 0.0 5.0 150 FTG ETR PE 0.2 9A 18.0 4.9 9.1 14.8 0.039 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR 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: 12 3.2 1.101 PL 16.50 PF 0.1 9 18.5 0.0 9.5 0.0 1.1 150 FTG 2E2R FE -0.4 10 19.5 0.0 9.0 0.0 0.002 TL 32.50 PV Pipe: 13 14.3 1.101 PL 5.50 PF 0.7 10 19.5 0.0 9.0 0.0 4.8 150 FTG ETR FE 0.2 bA 19.0 4.9 8.5 14.3 0.037 TL 18.50 PV Pipe: 14 -11.1 1.101 FL 3.00 PF 0.1 10 19.5 0.0 9.0 0.0 3.8 150 FTG R FE 0.0 11 19.5 0.0 9.1 0.0 0.023 TL 4.00 PV Pipe: 15 14.0 1.101 PL 12.00 PF 1.5 11 19.5 0.0 9.1 0.0 4.7 150 FTG 3E2TR FE 0.6 hA 18.0 4.9 8.2 14.0 0.035 TL 44.00 PV Pipe: 16 -25.1 1.101 PL 5.00 PF 0.6 11 19.5 0.0 9.1 0.0 8.5 150 FTG R PE 0.0 12 19.5 0.0 9.7 0.0 0.104 TL 6.00 PV Pipe: 17 15.2 1.101 PL 0.50 PF 0.3 12 19.5 0.0 9.7 0.0 5.1 150 FTG TR PE 0.2 12A 19.0 4.9 9.6 15.2 0.041 TL 6.50 PV Pipe: 18 -40.3 1.101 FL 4.00 PF 2.7 12 19.5 0.0 9.7 0.0 13.6 150 FTG E FE 0.0 13 19.5 0.0 12.4 0.0 0.249 TL 11.00 FV Pipe: 19 -20.0 1.101 FL 1.50 PF 0.4 13 19.5 0.0 12.4 0.0 6.7 150 FTG T FE 0.0 14 19.5 0.0 12.9 0.0 0.068 TL 6.50 PV Pipe: 20 -18.7 1.101 FL 166.50 PF 12.6 14 19.5 0.0 12.9 0.0 6.3 150 FTG 2E6T FE 0.0 7 19.5 0.0 25.5 0.0 0.060 TL 210.50 PV Pipe: 21 -1.3 1.101 FL 12.00 PF 0.0 14 19.5 0.0 12.9 0.0 0.4 150 FTG 2E3R FE -3.9 15 28.5 0.0 9.0 0.0 0.000 TL 29.00 PV Pipe: 22 -1.3 1.101 FL 11.50 PF 0.0 15 28.5 0.0 9.0 0.0 0.4 150 FTG TR FE 0.0 16 28.5 0.0 9.0 0.0 0.000 TL 17.50 PV Pipe: 23 0.0 1.101 FL 0.50 PF 0.0 16 28.5 0.0 9.0 0.0 0.0 150 FTG TR FE 0.2 16A 28.0 0.0 9.2 0.0 0.000 TL 6.50 PV Pipe: 24 -1.3 1.101 FL 8.50 PF 0.0 16 28.5 0.0 9.0 0.0 0.4 150 FTG R FE 0.0 17 28.5 0.0 9.0 0.0 0.000 TL 9.50 PV - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 7/23/2009 C:\HASS74\C4212.SDF JOB T-ITLE:4 UNIT TOWNHOMES FOUR 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: 25 0.0 1.101 FL 0.50 PF 0.0 17 28.5 0.0 9.0 0.0 0.0 150 FTG TR FE 0.2 17A 28.0 0.0 9.2 0.0 0.000 TL 6.50 PV Pipe: 26 -1.3 1.101 FL 43.50 PF 0.0 17 28.5 0.0 9.0 0.0 0.4 150 FTG 2E4T PE 0.0 18 28.5 0.0 9.0 0.0 0.000 TL 77.50 PV Pipe: 27 -1.3 1.101 PL 16.50 PF 0.0 18 28.5 0.0 9.0 0.0 0.4 150 FTC 3E4T FE 4.3 8 18.5 0.0 13.4 0.0 0.000 TL 57.50 PV Pipe: 28 -20.3 1.101 PL 11.50 PF 1.4 13 19.5 0.0 12.4 0.0 6.9 150 FTG E2R FE 4.3 19 9.5 0.0 18.2 0.0 0.070 TL 20.50 PV Pipe: 29 -20.3 1.101 FL 17.00 PF 2.3 19 9.5 0.0 18.2 0.0 6.9 150 FTC 2E2R FE 0.0 20 9.5 0.0 20.5 0.0 0.070 TL 33.00 PV Pipe: 30 0.0 1.101 PL 7.50 PF 0.0 20 9.5 0.0 20.5 0.0 0.0 150 FTG ETR FE 0.2 21A 9.0 0.0 20.7 0.0 0.000 TL 20.50 PV Pipe: 31 0.0 1.101 FL 3.50 PF 0.0 20 9.5 0.0 20.5 0.0 0.0 150 FTG TR FE 0.2 22A 9.0 0.0 20.7 0.0 0.000 TL 9.50 PV Pipe: 32 -20.3 1.101 FL 10.50 PF 0.8 20 9.5 0.0 20.5 0.0 6.9 150 FTG R FE 0.0 23 9.5 0.0 21.3 0.0 0.070 TL 11.50 PV Pipe: 33 0.0 1.101 FL 7.50 PF 0.0 23 9.5 0.0 21.3 0.0 0.0 150 FTG ETR FE 0.2 24A 9.0 0.0 21.5 0.0 0.000 TL 20.50 PV Pipe: 34 0.0 1.101 FL 3.50 PF 0.0 23 9.5 0.0 21.3 0.0 0.0 150 FTC ER FE 0.2 25A 9.0 0.0 21.5 0.0 0.000 TL 11.50 PV Pipe: 35 -20.3 1.101 PL 124.50 PF 10.5 23 9.5 0.0 21.3 0.0 6.9 150 FTC 5T FE 0.0 5 9.5 0.0 31.8 0.0 0.070 TL 149.50 PV - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE, 7/2/2009 C:\HASS74\C4212.SDF JOBTITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-2nd FLOOR NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.054 gm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.6 ft/sec at pipe 18. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1l ChkVlv BfyViv GatVlv AimChk DPViv NPTee 4.220 12.58 25.15 7.55 27.67 15.09 2.52 25.15 25.15 25.15 4.230 12.72 25.44 7.63 27.99 15.27 2.54 25.44 25.44 25.44 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 PAGE.: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.067 . 5.00 10.00 3.00 11.00 6.00 1.00 4.00 6.00 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 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 100.0 1 80.0 G A U G E 60.0 P 2 R E S 40.0 S U R E 20.0 p S i -14.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATEC 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-2nd FLOOR WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 80.00 psi Flow: 500.0 gpm LEGEND Available pressure 84.91 psi @ 58.3 gpm Required pressure 54.31 psi @ 58.3 gpm Source Supply Curve System Demand Curve 20(300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE 7/23/2009 C:\HASS74\CA212.SDF -"JOB TLTLE:-;4 UNIT TOWNHOMESFOtJR.HEADGMjC2nd FLOOR - - ..- .-"-.---- - . - WATER SUPPLY CURVE - 96+ 88+ o \\\\\\ I \\\\\\ 80+ * <-80.0 psi @ :500 gpm I Flow Test Point 72+ P 64+ R I E I is S 56+ U X R I E I 48+ P I S .1 I 40+ ) I 32+ 24+ 16+ LEGEND I X = Required Water Supply 54.31 psi @ 58.3 gpm 8+ I 0 = Available Water Supply I 84.91 psi @ 58.3 gpm 0 ++ -+ - - -+ - - - - + :_ - - -+ ------+ --------+ --------+---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4-UNIT TOWNHOMES FOUR HEAD CALC-GARAGE 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 85.0 80.0 500.0 84.9 60.8 50.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 60.8 GEM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GEM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 60.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.0 SOURCE 50.9 60.8 RE 3.0 - - - - 49.2 - - - DA 3.0 - - - - 35.2 2 -1.0 - - - - 36.9 - - - 3 0.5 - - - - 36.2 - - - 4 9.5 -. - - - 31.5 - - - 5 9.5 - - - - 28.1 - - - 6 19.5 - - - - 22.9 - - - 7 19.5 - - - - 22.3 - - - 8 18.5 - - - - 14.5 - - - 9 18.5 - - - - 13.3 - - - 9A 18.0 - - - - 13.5 - - - 10 19.5 - - - - 12.3 - - - iDA 19.0 - - - - 12.6 - - - 11 19.5 - - - - 12.3 - - - hA 18.0 - - - - 12.9 - - - 12 19.5 - - - - 12.2 - - - 12A 19.0 - - - - 12.4 - - - 13 19.5 - - - - 12.0 - - - 14 19.5 - - - - 12.5 - - - 15 28.5 - - - - 8.9 - - - 16 28.5 - - - - 9.0 - - - 16A 28.0 - - - - 9.2 - - - 17 28.5 - - - - 9.1 - - - 17A 28.0 - - - - 9.3 - - - 18 28.5 - - - - 9.7 - - - 19 9.5 - - - - 13.1 - - - 20 9.5 - - - - 7.8 - - - 21A 9.0 K= 5.60 7.2 15.0 22A 9.0 K= 5.60 7.6 15.4 23 9.5 - - - - 7.8 - - - 24A 9.0 K= 5.60 7.2 15.0 25A 9.0 K= 5.60 71 .5 15.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-GARAGE NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 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 60.8 5.850 FL 30.00 PF 0.0 1 -1.0 SRCE 50.9 (N/A) 0.7 150 FTG TG FE -1.7 RP 3.0 0.0 49.2 0.0 0.000 TL 113.74 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 49.2 0.0 14.0 Psi, 60.8 gpm DA 3.0 0.0 35.2 0.0 Pipe: 3 60.8 4.230 PL 5.00 PF 0.0 DA 3.0 0.0 35.2 0.0 1.4 150 FTG L PE 1.7 2 -1.0 0.0 36.9 0.0 0.001 TL 16.53 PV Pipe: 4 60.8 4.220 PL 5.00 PF 0.0 2 -1.0 0.0 36.9 0.0 1.4 150 FTG EL PE -0.6 3 0.5 0.0 36.2 0.0 0.001 TL 35.40 PV Pipe: 5 60.8 2.067 FL 9.50 PF 0.8 3 0.5 0.0 36.2 0.0 5.8 120 FTG C PE -3.9 4 9.5 0.0 31.5 0.0 0.037 TL 20.50 PV Pipe: 6 60.8 1.394 PL 5.50 PF 3.5 4 9.5 0.0 31.5 0.0 12.8 150 FTG ETR FE 0.0 5 9.5 0.0 28.1 0.0 0.169 TL 20.50 PV Pipe: 7 31.7 1.394 FL 9.50 PF 0.9 5 9.5 0.0 28.1 0.0 6.7 150 FTG T2R PE -4.3 6 19.5 0.0 22.9 0.0 0.051 TL 17.50 PV Pipe: 8 31.7 1.394 FL 2.50 PF 0.5 6 19.5 0.0 22.9 0.0 6.7 150 FTG E FE 0.0 7 19.5 0.0 22.3 0.0 0.051 TL 10.50 PV Pipe: 9 15.5 1.101 FL 98.50 PF 8.3 7 19.5 0.0 22.3 0.0 5.2 150 FTG 9E7T FE 0.4 8 18.5 0.0 14.5 0.0 0.042 TL 196.50 PV Pipe: 10 9.3 1.101 FL 32.00 PF 1.1 8 18.5 0.0 14.5 0.0 3.1 150 FTG 4ET5R FE 0.0 9 18.5 0.0 13.3 0.0 0.016 TL 70.00 PV Pipe: 11 0.0 1.101 FL 1.00 PF 0.0 9 18.5 0.0 13.3 0.0 0.0 150 FTG ETR FE 0.2 9A 18.0 0.0 13.5 0.0 0.000 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATEk: 7/23/2009 C:\FIASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-GARAGE 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: 12 9.3 1.101 PL 16.50 PF 0.5 9 18.5 0.0 13.3 0.0 3.1 150 FTG 2E2R PE -0.4 10 19.5 0.0 12.3 0.0 0.016 TL 32.50 PV Pipe: 13 0.0 1.101 PL 5.50 PF 0.0 10 19.5 0.0 12.3 0.0 0.0 150 FTG ETR PE 0.2 10A 19.0 0.0 12.6 0.0 0.000 TL 18.50 PV Pipe: 14 9.3 1.101 PL 3.00 PF 0.1 10 19.5 0.0 12.3 0.0 3.1 150 FTG R PE 0.0 11 19.5 0.0 12.3 0.0 0.016 TL 4.00 PV Pipe: 15 0.0 1.101 PL 12.00 PF 0.0 11 19.5 0.0 12.3 0.0 0.0 150 FTG 3E2TR PE 0.6 hA 18.0 0.0 12.9 0.0 0.000 TL 44.00 PV Pipe: 16 9.3 1.101 PL 5.00 PF 0.1 11 19.5 0.0 12.3 0.0 3.1 150 FTG R PE 0.0 12 19.5 0.0 12.2 0.0 0.016 TL 6.00 PV Pipe: 17 0.0 1.101 PL 0.50 PF 0.0 12 19.5 0.0 12.2 0.0 0.0 150 FTG TR PE 0.2 12A 19.0 0.0 12.4 0.0 0.000 TL 6.50 PV Pipe: 18 9.3 1.101 PL 4.00 PF 0.2 12 19.5 0.0 12.2 0.0 3.1 150 FTG E PE 0.0 13 19.5 0.0 12.0 0.0 0.016 TL 11.00 PV Pipe: 19 -22.5 1.101 PL 1.50 PF 0.5 13 19.5 0.0 12.0 0.0 7.6 150 FTG T PE 0.0 14 19.5 0.0 12.5 0.0 0.084 TL 6.50 PV Pipe: 20 -16.3 1.101 PL 166.50 PF 9.8 14 19.5 0.0 12.5 0.0 5.5 150 FTG 2E6T PE 0.0 7 19.5 0.0 22.3 0.0 0.046 TL 210.50 PV Pipe: 21 -6.2 1.101 PL 12.00 PF 0.2 14 19.5 0.0 12.5 0.0 2.1 150 FTG 2E3R PE -3.9 15 28.5 0.0 8.9 0.0 0.008 TL 29.00 PV Pipe: 22 -6.2 1.101 PL 11.50 PF 0.1 15 28.5 0.0 8.9 0.0 2.1 150 FTG TR PE 0.0 16 28.5 0.0 9.0 0.0 0.008 TL 17.50 PV Pipe: 23 0.0 1.101 PL 0.50 PF 0.0 16 28.5 0.0 9.0 0.0 0.0 150 FTG TR PE 0.2 16A 28.0 0.0 9.2 0.0 0.000 TL 6.50 PV Pipe: 24 -6.2 1.101 PL 8.50 PF 0.1 16 28.5 0.0 9.0 0.0 2.1 150 FTG R PE 0.0 17 28.5 0.0 9.1 0.0 0.008 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-GARAGE 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: 25 0.0 1.101 PL 0.50 PF 0.0 17 28.5 0.0 9.1 0.0 0.0 150 FTG TR PE 0.2 17A 28.0 0.0 9.3 0.0 0.000 TL 6.50 PV Pipe: 26 -6.2 1.101 PL 43.50 PP 0.6 17 28.5 0.0 9.1 0.0 2.1 150 FTG 2E4T PE 0.0 18 28.5 0.0 9.7 0.0 0.008 TL 77.50 PV Pipe: 27 -6.2 1.101 PL 16.50 PF 0.4 18 28.5 0.0 9.7 0.0 2.1 150 FTG 3E4T PE 4.3 8 18.5 0.0 14.5 0.0 0.008 TL 57.50 PV Pipe: 28 31.7 1.101 PL 11.50 PF 3.3 13 19.5 0.0 12.0 0.0 10.7 150 FTG E2R PE 4.3 19 9.5 0.0 13.1 0.0 0.160 TL 20.50 PV Pipe: 29 31.7 1.101 PL 17.00 PP 5.3 19 9.5 0.0 13.1 0.0 10.7 150 FTG 2E2R PE 0.0 20 9.5 0.0 7.8 0.0 0.160 TL 33.00 PV Pipe: 30 15.0 1.101 PL 7.50 PP 0.8 20 9.5 0.0 7.8 0.0 5.1 150 FTG ETR PE 0.2 21A 9.0 5.6 7.2 15.0 0.040 TL 20.50 PV Pipe: 31 15.4 1.101 PL 3.50 PF 0.4 20 9.5 0.0 7.8 0.0 5.2 150 FTG TR PE 0.2 22A 9.0 5.6 7.6 15.4 0.042 TL 9.50 PV Pipe: 32 1.3 1.101 PL 10.50 PP 0.0 20 9.5 0.0 7.8 0.0 0.4 150 FTG R PE 0.0 23 9.5 0.0 7.8 0.0 0.000 TL 11.50 PV Pipe: 33 15.0 1.101 PL 7.50 PP 0.8 23 9.5 0.0 7.8 0.0 5.1 150 FTG ETR PE 0.2 24A 9.0 5.6 7.2 15.0 0.040 TL 20.50 PV Pipe: 34 15.4 1.101 PL 3.50 PP 0.5 23 9.5 0.0 7.8 0.0 5.2 150 FTG ER PE 0.2 25A 9.0 5.6 7.5 15.4 0.042 TL 11.50 PV Pipe: 35 -29.1 1.101 PL 124.50 PP 20.3 23 9.5 0.0 7.8 0.0 9.8 150 FTG 5T PE 0.0 5 9.5 0.0 28.1 0.0 0.136 TL 149.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATES 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-GARAGE NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.060 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 6. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEli ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 4.220 12.58 25.15 7.55 27.67 15.09 2.52 25.15 25.15 25.15 4.230 12.72 25.44 7.63 27.99 15.27 2.54 25.44 25.44 25.44 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 4.00 6.00 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 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-GARAGE WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 80.00 psi Flow: 500.0 gpm 100.0 1 80.0 G A U G E 60.0 P R 2 E S 400 S U R E 20.0 p S 1 rs -14.7 LEGEND Available pressure 84.90 psi @ 60.8 gpm Required pressure 50.91 psi @ 60.8 gpm Source Supply Curve System Demand Curve 20(300 400 500 600 700 800 900 1000 FLOW (GPM) - - - SPRINKLER SYSTEM HYDRAULIC .ANALYSIS..., Page 7 DATE 7/23/2009 C:\HASS74\C4212.SDF JOBTITLE 4 UNITTOWNHOMES FOUR HEAD CALC-GARAGE' - -h--.- .----. -. WATER SUPPLY CURVE 0 88+ o \\\\\\ \\\\\\ 80+ * <-80.0 psi @-:500 gpm Flow Test Point 72+ P 64+ R I E I OS I S 56+ U R I E X 48+ ( I P I S I I 40+ ) I 32+ 24+ 16+ LEGEND I 'I I X = Required Water Supply I 50.91 psi @ 60.8 gpm 8+ 'I I 0 = Available Water Supply 84.90 psi @ 60.8 gpm +------+ --------+ --------+---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE 7/23/2009 . C:\HASS74\C4212.SDF JOB' TITLE: 4UNIT TOWNHOMES FOUR HEAD CALC73rd 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 85.0 80.0 500.0 85.0 28.0 42.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 28.0 GPM. TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION 'NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.0 SOURCE 42.4 28.0 RP 3.0 - - - - 40.7 - - - DA 3.0 - - - - 26.7 - - - 2 -1.0 - - - - 28.4 3 0.5 - - - - 27.7 4 ' 9.5 - - - - 23.7 - - - 5 9.5 - - - - 22.8 6 19.5 - - - - 18.2 - - - 7 19.5 - - - - 18.0 - - - 8 18.5 - - - - 15.2 9 18.5 - - - - 15.2 9A 18.0 - - - - 15.4 - - - 10 19.5 - - - - 14.7 - - - 10A 19.0 - - - - 15.0 - - - 11 19.5 - - - - 14.7 - - - hA 18.0 - - - - 15.4 - - - 12 19.5 - - - - 14.7 - - - 12A 19.0 - - -- - 15.0 13 19.5 - - - - 14.8 - - - 14 19.5 - - - - 14.7 - - - 15 28.5 ---- 9.2 16 28.5 - - - - 8.2 16A 28.0 K= 4.90 8.2 14.0 17 28.5 - - - - 8.2 17A 28.0 K= 4.90 8.2 14.0 18 28.5 ' - - - - 9.7 - - - 19 9.5 - - - - 19.4 - - - 20 9.5 - - - - 20.0 21A 9.0 - - - - 20.2 - - - 22A 9.0 - - - - 20.2 23 9.5 - - - - 20.2 24A 9.0 - - - - 20.4 25A 9.0 - - - - 20.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 7/23/2009 : C:\HASS74\C4212.SDF - JOB TITLE: 4 UNIT TOWNHOMESFOUR HEAD CALC-3rd FLOOR NODE ANALYSIS DATA NODE TAG ELEVATION . NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 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 28.0 5.850 PL 30.00 PF 0.0 1 -1.0 SRCE 42.4 (N/A) 0.3 150 FTG TG PE -1.7 RP 3.0 0.0 40.7 0.0 0.000 TL 113.74 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE RP 3.0 0.0 40.7 0.0 14.0 psi, 28.0 gpm DA 3.0 0.0 26.7 0.0 Pipe: 3 28.0 4.230 PL 5.00 PF 0.0 DA 3.0 0.0 26.7 0.0 0.6 150 FTG L PE 1.7 2 -1.0 0.0 28.4 0.0 0.000 TL 16.53 PV Pipe: 4 28.0 4.220 PL 5.00 PF 0.0 2 -1.0 0.0 28.4 0.0 0.6 150 FTG EL PE -0.6 3 0.5 0.0 27.7 0.0 0.000 TL 35.40 PV Pipe: 5 28.0 2.067 PL 9.50 PF 0.2 3 0.5 0.0 27.7 0.0 2.7 120 FTG C PE -3.9 4 9.5 0.0 23.7 0.0 0.009 TL 20.50 PV Pipe: 6 28.0 1.394 PL 5.50 PF 0.8 4 9.5 0.0 23.7 0.0 5.9 150 FTG ETR PE 0.0 5 9.5 0.0 22.8 0.0 0.040 TL 20.50 PV Pipe: 7 18.4 1.394 PL 9.50 PF 0.3 5 9.5 0.0 22.8 0.0 3.9 150 FTG T2R PE -4.3 6 19.5 0.0 18.2 0.0 0.019 TL 17.50 PV Pipe: 8 18.4 1.394 Pb 2.50 PF 0.2 6 19.5 0.0 18.2 0.0 3.9 150 FTG E PE 0.0 7 19.5 0.0 18.0 0.0 0.019 TL 10.50 PV Pipe: 9 9.3 1.101 PL 98.50 PF 3.3 7 19.5 0.0 18.0 0.0 3.1 150 FTG 9E7T PE 0.4 8 18.5 0.0 15.2 0.0 0.017 TL 196.50 PV Pipe: 10 -0.9 1.101 Pb 32.00 PP 0.0 8 18.5 0.0 15.2 0.0 0.3 150 FTG 4ET5R PE 0.0 9 18.5 0.0 15.2 0.0 0.000 TL 70.00 PV Pipe: 11 . 0.0 1.101 Pb 1.00 PP 0.0 9 18.5 0.0 15.2 0.0 0.0 150 FTG ETR PE 0.2 9A 18.0 0.0 15.4 0.0 0.000 TL 14.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: .4 UNIT TOWNHOMES FOUR HEAD CALC-3rd 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: 12 -0.9 1.101 PL 16.50 FE' 0.0 9 18.5 0.0 15.2 0.0 0.3 150 FTG 2E2R PE -0.4 10 19.5 0.0 14.7 0.0 0.000 TL 32.50 PV Pipe: 13 0.0 1.101 PL 5.50 PF 0.0 10 19.5 0.0 14.7 0.0 .0.0 150 FTG ETR FE 0.2 bA 19.0 0.0 15.0 0.0 0.000 TL 18.50 PV Pipe: 14 -0.9 1.101 FL 3.00 PE 0.0 10 19.5 0.0 14.7 0.0 0.3 150 FTG R PE 0.0 11 19.5 0.0 14.7 0.0 0.000 TL 4.00 PV Pipe: 15 0.0 1.101 FL 12.00 FE' 0.0 11 19.5 0.0 14.7 0.0 0.0 150 FTG 3E2TR FE 0.6 hA 18.0 0.0 15.4 0.0 0.000 TL 44.00 PV Pipe: 16 -0.9 1.101 FL 5.00 PP 0.0 11 19.5 0.0 14.7 0.0 0.3 150 FTG R FE 0.0 12 19.5 0.0 14.7 0.0 0.000 TL 6.00 PV Pipe: 17 0.0 1.101 PL 0.50 PP 0.0 12 19.5 0.0 14.7 0.0 0.0 150 FTG TR PE 0.2 12A 19.0 0.0 15.0 0.0 0.000 TL 6.50 PV Pipe: 18 -0.9 1.101 PL 4.00 PF 0.0 12 19.5 0.0 14.7 0.0 0.3 150 FTG E PE 0.0 13 19.5 0.0 14.8 0.0 0.000 TL 11.00 PV Pipe: 19 8.7 1.101 FL 1.50 PF 0.1 13 19.5 0.0 14.8 0.0 2.9 150 FTG T PE 0.0 14 19.5 0.0 14.7 0.0 0.015 TL 6.50 PV Pipe: 20 -9.1 1.101 FL 166.50 FE' 3.3 14 19.5 0.0 14.7 0.0 3.1 150 FTG 2E6T PE 0.0 7 19.5 0.0 18.0 0.0 0.016 TL 210.50 PV Pipe: 21 17.8 1.101 FL 12.00 PP 1.6 14 19.5 0.0 14.7 0.0 6.0 150 FTG 2E3R FE -3.9 15 28.5 0.0 9.2 0.0 0.055 TL 29.00 PV Pipe: 22 17.8 1.101 FL 11.50 PP 1.0 15 28.5 0.0 9.2 0.0 6.0 150 FTG TR FE 0.0 16 28.5 0.0 8.2 0.0 0.055 TL 17.50 PV Pipe: 23 14.0 1.101 FL 0.50 Pr 0.2 16 28.5 0.0 8.2 0.0 4.7 150 FTG TR PE 0.2 16A 28.0 4.9 8.2 14.0 0.035 TL 6.50 PV Pipe: 24 3.8 1.101 FL 8.50 FE' 0.0 16 28.5 0.0 8.2 0.0 1.3 150 FTG R FE 0.0 17 28.5 0.0 8.2 0.0 0.003 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATES: 7/23/2009 C:\HASS74\C4212.sDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-3rd FLOOR PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. ND ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 25 14.0 1.101 PL 0.50 PF 0.2 17 28.5 0.0 8.2 0.0 4.7 150 FTG TR PE 0.2 17A 28.0 4.9 8.2 14.0 0.035 TL 6.50 PV Pipe: 26 -10.2 1.101 PL 43.50 PF 1.5 17 28.5 0.0 8.2 0.0 3.4 150 FTG 2E4T PE 0.0 18 28.5 0.0 9.7 0.0 0.020 TL 77.50 PV Pipe: 27 -10.2 1.101 PL 16.50 PF 1.1 18 28.5 0.0 9.7 0.0 3.4 150 FTG 3E4T PE 4.3 8 18.5 0.0 15.2 0.0 0.020 TL 57.50 PV Pipe: 28 -9.6 1.101 PL 11.50 PF 0.4 13 19.5 0.0 14.8 0.0 3.2 150 FTG E2R PE 4.3 19 9.5 0.0 19.4 0.0 0.017 TL 20.50 PV Pipe: 29 -9.6 1.101 PL 17.00 PF 0.6 19 9.5 0.0 19.4 0.0 3.2 150 FTG 2E2R PE 0.0 20 9.5 0.0 20.0 0.0 0.017 TL 33.00 PV Pipe: 30 0.0 1.101 PL 7.50 PF 0.0 20 9.5 0.0 20.0 0.0 0.0 150 FTG ETR PE 0.2 21A 9.0 0.0 20.2 0.0 0.000 TL 20.50 PV Pipe: 31 0.0 1.101 PL 3.50 PF 0.0 20 9.5 0.0 20.0 0.0 0.0 150 FTG TR PE 0.2 22A 9.0 0.0 20.2 0.0 0.000 TL 9.50 PV Pipe: 32 -9.6 1.101 PL 10.50 PF 0.2 20 9.5 0.0 20.0 0.0 3.2 150 FTG R PE 0.0 23 9.5 0.0 20.2 0.0 0.017 TL 11.50 PV Pipe: 33 . 0.0 1.101 PL 7.50 PF 0.0 23 9.5 0.0 20.2 0.0 0.0 . 150 FTG ETR PE 0.2 24A 9.0 0.0 20.4 0.0 0.000 TL 20.50 PV Pipe: 34 0.0 1.101 PL 3.50 PF 0.0 23 9.5 0.0 20.2 0.0 0.0 150 FTC ER PE 0.2 25A 9.0 0.0 20.4 00 0.000 TL 11.50 PV Pipe: 35 -9.6 1.101 PL 124.50 PF 2.6 23 9.5 0.0 20.2 0.0 3.2 150 FTC 5T PE 0.0 5 9.5 0.0 22.8 0.0 0.017 TL 149.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-3rd FLOOR NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.095 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 6.0 ft/sec at pipe 21. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE11 ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 4.220 12.58 25.15 7.55 27.67 15.09 2.52 25.15 25.15 25.15 4.230 12.72 25.44 7.63 27.99 15.27 2.54 25.44 25.44 25.44 5.850 24.63 51.31 16.42 55.42 18.47 4.10 43.10 43.10 51.31 PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 4.00 6.00 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 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/23/2009 C:\HASS74\C4212.SDF JOB TITLE: 4 UNIT TOWNHOMES FOUR HEAD CALC-3rd FLOOR WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 80.00 psi Flow: 500.0 gpm 100.0 LEGEND 1 80.0 G A U G E 60.0 P R E S 4O 2J S U R E Available pressure 84.98 psi @ 28.0 gpm Required pressure 42.41 psi @ 28.0 gpm Source Supply Curve System Demand Curve 20.0 p S :1- out -14.7j 1 1 1 I i I I I I 20(300 400 500 600 700 800 900 1000 FLOW (GEM) 96+ 88+ .0 \\\\\\ \\\\\\ 80+ * 72+ P 64+ R I E I S S 56+ U I R I E I 48+ ( I P S x I 40+ ) I 32+ 24+ <-80.0 psi @500 gpm Flow Test Point 16+ LEGEND TV IT X = Required Water Supply 11 I 42.41 psi @ 28.0 gpm it 8+ if 0 = Available Water Supply it 84.98 psi @ 28.0 gpm :: ----------------------------- 7 -------------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) S.4 Bulletin 136 Rev.O Model F1 FR Model F1 FR Recessed Quick Response Sprinklers Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model Fl FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters' Laboratories of Canada (ULC) certified by FM Approvals Loss Prevention council (LPC, UK) NYC BS&A No. 587-75-SA Meets MIL-S-901C and MIL-STD 167-1 Verband der Schadenversicherer (VdS, Germany) NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VN iv Patents: US Patent No. 6,374,920 Applies to Model F1 FIR Vertical Sidewall Sprinklers. Product Description Reliable Models F1FR a, icl F1FR Recessed Sprinklers are quick response spnnklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F 1 FR and F 1R Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response tr'x 5 in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F1 FR and F1 FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same tern erature rating. The glass bulb consists of an accurately controlled amount of special fluid herrneticafty scaled inside a precisely manu- factured glass capsule. 1-his glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures. the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble As heat is applied, the liquid ex- Upright Pendent Vertical Sidewall conventional Horizontal Sidewall Recessed Pendent HSW I Deflector (Model FP Shown) pands, forcing the bubhk nailer and smaller as the liquid pressure increases. Cortnied heating forces the liquid to push out against the hO causing the glass to shatlor opening the waterway a;' towing the deflector to dislrih ute the discharging wa' Application Quick response spnr' -. s are used in fixed fire protec tion systems: Wet, Dry. l.tuge or Preaction. Care must be exercised that the orifice i:e, temperature rating, dot iec:Ior style and sprinkler type jia in accordance with the latest published standards of ho National Fire Protection Asso ciation or the approving Authority Having Jurisdiction Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Conventional IJ_ - '/2' tOt.f C = - (1) kErCR ro r, & r, (ICu'C"(O-.' O. ,..&( ro& ..ppqov,,Ls .O Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench n'. Sprinkler Type K Factor Sprinkler Approval Organization Sprinkler Identification Number (SIN) US Metric Standard-Upright (SSU and Pendent (SSP) Dell tors Marked to Indicate Position (15mm) Standard Orifice with )" NPT (RV,) Thread 5.6 80 2.2- (56mm) 1,2,3,4,5,6.7 R3625 63615 '; (20mm) Large Orifice with " NPT(63/4)Thread 8.0 115 2.3"(58mm) 1,2,3,4,7,8 R3622 63612 R (17mm) Small Orifice with 1" NPT (R.t) Thread 4.2 60 2.2" (56mm) 1.2,8 R3623W R3613 3'(1 mm) Small Orifice with /2" NPT (R)2) Thread 2.8 40 2.2" (56mm) 1,2,8 R362 I R36ll 1nm Orifice XLH with R%" Thread 4.2 60 56mm 4,6,7 63624 63614 Conventional-Instal gtor Pendent Position 10mm Orifice )QH with RThread 4.2 60 56mm -- 15mm Standard Orifice with , NPT (RY) Thread 5.6_ 80 56mm 4,6,7 - R3675 2flrnml.aroe Orifice with 3%" NPT (R34)Thread 8.0 - 115 58mm 4,7 R3672 lit Polyester coated uorioht UL and ULC listed corrosion resistant. Upright Pendent Model FIFR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR'l Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Approval("Sprinkler Identification Orifice Size - US Metric Height Organizations Number (SIN) (15(nm) NPT (R/5) 5.6 80 22 (56mm) 1,2.3.4,5,7,8 R3615 (20mm) NPT (R 8.0 115 2.3" (58mm) 1,2,3.8 63612 - ,NPT (R lb) - ? 60 1.__..............__ 22(56mm) 1.2.8L.__ " (10mm) NPT(RY2) - 2'8 40 22(56mm) 1.2.8 63611 10nirn I W, 42 60 47 63614 Refer to escutcheon data table for approvals and dimensions Vertical Sidewall US Patent No. 6,374,920 Horizontal Sidewall 1. Model Fl FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy lr,cfiIifir%n flf Nominal Orifice Thread Size K Factor ._. Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US I Metric ½" W NFl (RY2) 5.6 80 2.2" (56mm) 1,2,3.6.8 R3685 15mm ½ NFl (R½) 5.6 80 2.2' (56mm) (1) (1) LPCApproval is for Pendent position only. Orientation Deflector to Ceiling I Dimension (Min. - Max.) Upright 4"- 12 (102mm -305mm) I Pendent 6 - 12" (152mm - 305mm) I Model FIFR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations K Factor and Type of Approval Sprinkler Nominal Thread Sprinkler Identification Number (SIN) Light Ordinary Orifice Size US Metric Length Hazard Hazard )(15mm) Y" NPT(R½) 5.6 80 263" (67mm) - 1.2,3.5.8 1.2.5 R3635 NOTE: UL. ULC and MEA Listing permits use with Fl or F2 recessed escutcheon. • L I OF F/TI/MS TL) WALL 0/MU/S/ON 'AM '2 RE0LCCR __7 j i 0Er$ECr0T 1 IfII - _-44 / 2!,,.52- /;A 1 I "jR'/ OLLAR UNTIL --------------- !/C*'T ./I24/NSr SPRINKLER WRENCH BOSS. • - .lIJ/..'sruENr - (!) REFER TO ESCUTHCCON 0.4 TA rASL C FOR APPROVALS AND OIMENS!ONS. ,.jnstallatlon " .Quick response sprinklers are intended for installation as specified in NFPA 13 FM Global Loss Prevention Data Sheet 281\1 or other applicable standa[.Quick jeapQr>sesprin- lciers and standard response sprinklers should not be ter- mixed. . .. The Model Fl FR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model Fl FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1 FR Sprinklers, use the Model D Spnn- Icier Wrench. When installing Model El FR Recessed Pendent or Sidewall Sprinklers, use the Model GER1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- rroval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Temperature MP(38'C) Bulb Color °C _f Ordinary 57 135 68 orange Ordinary 155 Red Intermediate .79 175 150°F(66°C) Yellow Intermediate 93 203 150-F (66-C) Green High 1 141 286 225nF(1070C) Blue Not available for recessed sprinklers. Escutcheon Data Escutcheon . 0, - Face of Frthng Model Approvals A4usent Dimension to Ceding Or Dimension -Wall 1 /2 Fl 1,2.4.8 Max Recess (38.1mm) 16 6 Min Recess I < (&nm - 24rrrn) (19.1mm) F2 1.2.3.4.5.7.8 Max Recess (38 1mm) 3 /6 -'V 6 Min Recess <6 (frj. 17n'ni) (24mm) FP 1.2 Max Recessed 1,>ç(38.lmm) (11 mm) _______ Pu5h y Thread-off 12 Min Recessed a 1.4ari) (24mm) No Dimensional Figure for FP Maintenance The Models F1FR and F1FR 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 fluids. Remove dust by using a soft brush or gen- tIe vacuuming Remove anypnnkIe( which h'à b en painted (other than factory apIied) o? damaidin any way. A stock of spare sprinklers should be maintained to allow quick replacement of dahiäged or6péràted'prin- kiers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (t) (2) Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated 13> While Polyester Coated l4) White Painted (31 Special Application Finishes. Sprinkler Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off While Satin Chrome Satin Chrome ii) Other finishes and colors are available on special order. Consult the factory for details. (2) FM Approvals is limited to bronze and brass, chrome or black plated finishes only. 131 FP Push-onfThread-off escutcheon. (4) UL and ULC listed corrosion resistance. SIN numbers: R3621, R3622. R3623, R3625. Note: For ," orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify.- Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 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 insiaileci and serviced by the most highiy qualified and reputa- ble sprinkler contractors iocated throughout the united States. Canada and foreign countries. Manufactured by e a. The Reliable Automatic Sprinkler Co., inc. (800)431-1588 Sales Offices (800)848-6051 Sales Fax (914)829-2042 Corporate Offices w.reiabiesp(1kier.con) Internet Address Recycled \VPap ReViSIOn lines indicate updated or new data SC Pilnice in USA. 3107 pfl6g999970027 Fl Res 49,58&76 Recessed Pendent/ Fi Fl Res 49, 58 & 76 CCP Pendent Fl Res 49,58&76 Recessed Pendent / FP Fl Res 44&58 rTh_._. - _JlIr' . neeeu novvii- Bulletin 135 RevF Model FI Residential Sprinklers for Design Density of .05 gpm/ft2 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/ft2 Types: Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F 1 Fl Res 49Recessed Pendent/FP Fl Res 58 Pendent Fl Res 58 Recessed Pendent/Fl Fl Res 58 Recessed Pendent/FP Fl Res 76 Pendent Fl Res 76 Recessed Pendent/F! Fl Res 76 Recessed Pendent/FP Fl Res 49 CCP Pendent Fl Res 58 CCP Pendent Fl Res 76 CCP Pendent 13.F1 Res 44HSW Fl Res 44 Recessed HSW/F2 F1 Res 58HSW Fl Res 58 HSW Recessed HSW,/F2 Fl Res 44 SWC Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Listings & Approvals 1 Usteci by Underwriters Laboratories Inc. and UL Certied for Canada (CU Los) Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residenti al Automatic Sorinkier UL Guide Number VKKW Patents US Patent No. 6,516.893 apoues to Ue Model Fl Res 49 & 58 Pendent Sprinklers Product Description Model F I Res Pendent sprinklers (Figs 2, 3, & 4) are fast response sprinklers combining excellent durability, hi gh sensitivity glass-bulb and low profile decorative design. The Fl Res Hori zontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attractive when above ceillng piping cannot be used. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water 5UpOIiC5 for sprinkler coverage in residential fire protection design. The low flow Ft . Res sprinklers are specially engineered for fast thermal response to meet the sensitive tire 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 Fl Rca 44 SWU. F 1 Res, 40 Recessed HSW/F2 ,,-. ... - for . .__ Ct_... __,._. I__ .J..Zl_ ........ vVdtCt wy mi wi-r nw no o.toi eve, distributing the discharged water Vi control a fire, Technical Data: Thermal Sensor: Nomna 3mm glass-bulb Sprinkler Frame Orass Casting Sprinklers' Pressure Rating : 1 75 ps Factory Hydrostatically Tested to 500 psi Thread Size: V" NPT (RVI K-Factor: 4.9 (Actual) - Ft Res 49 PencIent Sprinkler 5.8 (Actual) - F I Res SB Pendent & HSW Sprinkler 7.6 (Actual) - Ft Res 76 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 4.0 (Actual) - Fl Res 40 HSW Sprnler Density: Minimum 0.05 gpm/ft2 Application Model Fl 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. * Effective date 7/1 2/02 Tha Pallinhica AaifrmIji- rrinkIr (r In' 102 P Prk nri%/,m PImcfmrd Mc, Vrrk 11-)92 Installation Models'F1 Res sprinklers-are' to be installed as SWC sprinklers use only the Model GFR2 sprinkler shown. Model Fl, F2 and FP Escutcheons, illustrated wrench; for installing Model Fl Res Recessed HSW herewith, are the only recessed escutcheons to be used sprinklers use only the Model GFR2 Sprinkler Wrench. with Model Fl Res sprinklers. Use of any other Use of wrenches other than those specified may recessed escutcheon will void all approvals and damage these sprinklers. Install El Res 44 and 40 HSW warranties. For installing Model Fl Res Pendent with aceiling to deflector distance of 4"- 12". Flow arrow sprinklers use only the Model D sprinkler Wrench; for on deflector must point away from near wall and "Top" installing Models Fl Res Recessed Pendent, CCP & marking must face ceiling. Model Fl Res 49, 58 & 76 Model Fl Res 49, 58 & 76 Pendent Recessed Pendent I Fl - - Fl escutcheon, 3/4" (19mm) adjustment m IJ5FGO3 Fig. 1 I 'CU D.. 5,I6 O& _91C. SMS or nrr" ro mm4 rAa 'J5FGOZ ____________ (7J....J Fig. 2 2. Thread Sprinkler Temp. Max.. Max. Ambient Actual Sprinkler Size Rating Pressure Temp. K Length psi (bar) Factor Inch (mm) °F 0 )çNPT 1551 175 68 79 175(12) iool 150 38 I 66 4.9 2.25 (57) Type YP Adjustment Face of fitting to ceiling Inch (mm) Inch (mm) Inch ) Fl /4(19.0) M "438l X6-%(4.7-24.0) F2 Y, (12.7) X6-%(4.7- 17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49 & 58 Recessed Pendent Sprinkler Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) rMax. Sprinkler Spacing ft _(m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler identification Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0(0.48) R3516 14 x 14 (4.3x4.3) 13(49) 7.0(0.48) 16x 16(4.9x4.9) 18 x 18 (5.5x5.5) 13 (49) 17(64.3) 7.0(0.48) 831 20 x 20 (6.1x6. 1) 20(75.7) 16.7 (l.14) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Flow Pressure Sprinkler 1 Spacing gpm (Lpm) psi (bar) Identification ft_(m ) Number (SIN) 12 x 12(3.6x3.6) 15(57) 9.4 (0.65) 14 x 14 (4.3x4.3) 16(60.5) 10.6(0.73) 16x 16(4.9x4.9) I 17(64.3) 12.0(0.83) R3516 18 x 18 (5.5x5.5) [ 19(72) 15.0(1.0) 20x20(6.1x6.1) L 22(83.2) 20.2(1.4) *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 at or greater than 7.5 It. (2-3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Sprinkler Max. Thread Temp. Max. Ambient K Sprinkler Length Size .J9 Temp- 1 Factor psi (bar) Inch (mm) ½'NPT 68 17512 100, 38. 58 225 57 IL79 _.±J, ..............................LLJ Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler Spacing ft () gpm (Lpm) fL Deflector Inch (!m)1 Identification !N L_12x 12(3.6x3.6) r— _16(61) 14 x 14 (4.3x4.3) 16(61) 7.6(0.53) 7.6(0.53) 10.8 (0.75) 14.4(1.0) 1 -4 (25-100) R3513 16 x 16 (4.9x4.9) 16(61) 18 x 18 (5.5x5.5) 1' 9(72) 20x20(6.1x6.1) 22(83.3) 1 Thread Sprinkler Temp Max. Max. it K Sprinkler Size Rating Pressure psi (bar) Factor Length Inch (mm) O NPT (R3 155 175 68 79 175'12' ' ' 100 150 38 66 76 225 (57 Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12x 12(3.6x3.6) 21 7.6 (0.53) R7618 9.2(0.63) 14 x 14 (4.3x4.3) 21 7.6(0.53) 16x 16(4.9x4.9) 21 7.6 (0.53) 18 x 18 (5.56.5) 21 7.6(0.53) 20 x 20 (6.1x6.1) 23 Model Fl Res 49, 58 & 76 CCP Pendent AdJustment "A" Face of fitting to Type Inch (mm) Inch (mm) ceiling Inch (mm) Fl 3,(19.0) Min.= Y4" (19.1) Max.=1)/2" (38.1) 3X6-5X64.7-24.o) F2 y, (12.7) Min.= 15X6 (23.8) Max.=1j4" (38.1) 36 - % (4.7- 17.4) Model Fl Res 49, 58 & 76 Recessed Pendent I FP FP push-on/thread-off escutcheon r.. .!j' RCDiCR OMIENSION 4L Uf&ILV 1 41 HEIGHr L 3 5/16 0/A. J 35FCO4C [84, frnm] El RES .49, 58 & 76 CCP FEND. Fig. 3 NOTE: The El Res 76 will use a 1' x 3/ reducer. s/a- Lu.. [66..u.u.,/ LEa [58i....J Cup L—_—_----/ /2 PCOECCR CUCPP. —\ 03S 52 Fig. 4 / .4 FP Data "A": FP Position Inch (mm) Max. Recessed Mm. Recessed 15/ (24) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. - •... :'''..: . . Technical Data Fl Res 49 CCP Pendent and Recessed Pendent I FP .................. . . ., .! . CCPObtins.Dta: Sprinkler cop•• AssemblyMax Max. Sprinkler Thread Size Temp. Rating Temp. Pressure Ambient Temp. K Factor Length Rating psi (bar) Inch (mm) OF! °C ½"NPT 175(12) ]JIF 38 4.9 2.25(57) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure P1 (bar) Spunkier Identification Number (SIN) 12 x 12 (3.6x3.6) 13 (49) 7.0(0.48) R3516 16.7(1.14) 14 x 14 (4.3x4.3) 13 (49) 7.0(0.48) 16 x 16 (4.9x4.9) 14(53) 8.2(0.56) [18 x 18(5.5x5.5) 8(68.1) 13.5(0.93) 20 x 20(6.1x6.1) 20 (75.7) "A" "B" Cover Adjustment CCP Height Inch (mm) Inch (mm) 34(12.7) %(24) X0(4.7) Z(19) Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP Sprinkler CcP Assembly Max. i Sprinkler read!Temp. Th Size i Rating K Factor Inch (mm) F 0CFL.c..f °F 1 OC h/2NPT 55 68135: 57 1 175 (12) 10038 5.8 a25(57) Max. Sprinkler Flow Pressure Sprinkler Spacing - tJ)_ gpm 1b (Lpm) psi Number (SIN) Identification 1 J1L 14 x 14 (4.3x4.3)__ . 16(61) . ____7.6 (053) 16(61) i 7.653) R3513 .18 J()--:. J_.J10 J01L 20 x 20 (6. 1 x6. 1) 22(83.3) 144(10) Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP T. CCP Sprinkler Max. Thread Temp. Assembly Max. Ambient 1 K Sprinkler Size Ratinq psi (bar) Factor Inch n) F!0C 1 100 1 38 1 H/NPT 7 1551 68 135'5±17512l1501 6676 1 225(57) . Sprinkler Fl Sprinkler Spacing F Identification 12 x 12 (3.6x3.6).6) 21 R7618 ..10.8 (0.74) 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 (5.56.5) -22 8.4 (0.58) E20 x 20(6.1x6.1) 25 1 5. Model FiRes &58 Recessed HSW/F2 F2 escutcheon, ," (13mm) adjustment Technical Data: Fl Res 44 HSW & HSW/F2 Sprinkler Max. Max. Thread Temp. Ambient Pressure K Sprinkler I Length Size 1 Ratpin -C jern T P. psi (bar) rOF 1 Fac tor Inch (mm) ½ NPT 1 155 68 (RY2) )L_LL_ 100 38 175(12) JQL66 44 Escutcheon, F2, Data: Type Adjustment I Face of Fitting Max. Sprinkler Spriner Temp. Ceiling -to- ISpacing Flow Pressure ft (m) Deflector Rating °F (°C) gpm si (bar) Identification (Lpm)P Number (SIN) Inch (mm) 12x12(3.6x36) 12A 15.-4) 7.5 (052) 117 5(Z) QL,J02_(0.711 4 - 6 155(68) 179) 6(60. 133(0.92) 16x 18(4.9x55) (101-152) 155 (p8) 175 (79...868.1)16.8ftj 155 (68) 175 (79) (1.299) LJZ5(Z) ..?ZJLILL1 R3531 12x 12 (6x3.6) 15(6 J75(75( .. 14(5 3j-0 0.2 (0.71) (68) 1 L 16x16(49x4.9) . (152-305) (68) 175 17(64.4) 115.0(1.04) L1xl8(4.9x5.5) LJ±L.L1.(7 ). ?P.114 20.7 (1.43) 16 x 20 (4.9x6 1) 155 (68) 175 (79)' 23(87.1) 1 27.4 (1.89) Type Adstment Facofin9 to wall Inch (mm) Inch (mm) LF2 ,34(13) 3 -%(4.7 -17.4) Thread Sprinkler Temp. Max Ambient Max. K Sprinkler Size Ralinç Pressure psi (bar) Temp. Factor Length Inch (m) IF IC IF IC ½' NPT (R½) 155 175 68 I 79 175(12) 100 150 38 66 5.8 2.45 (62) Max. Sprinkler Spacing ft (m) Geiling -to- Deflector Inch (mm) Sprinkler Temp. Rating °F (°C) Flow gpm (Lpm) Pressure ps i (bar) Identification Identification Number (SIN) 12x 12(3.6x3.6) (101-152) 155(68) 175(79) 16 (60.6) 7.6 (0.53) R3533 14 x 14 (4.3x4.3) 155 (68) 175 (79) 18(68.2) 9.7 (0.67) 16 x 16 (4.9x4.9) 155(6 ) 175 (79) 21(79.5) 13.2(0.91) 16 x 18(4.9x5.5) 155(68) 17J7 25(94.7) 18.6(1.28) 16 x 20(4.9x6.1) 155 (68) 175 79) 29(109.8) 25(1.73) 12x12(3.60.6) 6-12 (152-305) 155 (68) 1 4.4 (1 28.6 (1.97) 14x14(4.3x4.)J i 16 x 18 (4.96.5) J.I.) . 175 (79) 31(117,4) 155 (68) r 4 to 12 1l01.60r.. t•e I I/4 [31. 75moJ Mo,i.,,o,, • 304.80—] VoLe Of RiCh'9 To Wail Oa,eosion 1. PUSH ON COVIR, TH(N / TURN TO AOJUST IAVTIL J rw.iir AC.4iNST WALL. i x I/2 RedecoL -p Reeo,,,,eoaod ,\ H Wail Hole 2 5/I6 (5668J TURN COLLAR URIS ,JYGO1 l*RENCH BOSS iGHT AGAINST SPRINKLER I21132' El RES 44 SwC Fig. 5 Technical Data: Fl Res 44 SWC Thread Sprinkler Cover Tern Max. Sprinkler Size Ratin ressurel Rating AmbientTemp. psi (bar) Factor Length NPT (RV 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) Max. Sprinkler 1 .1. Flow C4o- Spacing gprn Pressure Sprinkler ft(m) Deflector I - psI(rNurnber(SIN) Identification .Inch (L±!L J2 2L .]iQL( (53. 102 (0,71) !.X (lffl..52) _1J6~4.L 1. 16 x 18 (4.96.5) 16 x 20 t ......................?_@L 274(89) R3531 12 x 12 (3.6x3.6) i 4(52.9) 10.2 (0.71) 6- 12 1 15(56.7) .11L(9J 1) 16 x 16 (152-305) JJL!JJJ 16x18(4.96) ?2(ZL.)20 Model Fl Res 40 Recessed HSW/F2 F2 escutcheon, " (1 a adjustment 1J5FCO5 r FACE OF FITTING To - WALL DIMENSION I I/i MIN. r3 1 -2 I/4 HOLE 0/4 I - [57.2 -r] CEILING TO DEFLECTOR DIMENSION 1 0 112 - REOTE.R:r ! I 1 511 - 271'J2 1) TURN COLLAR UNTIL _L SPRINKLER I'RCWCH BOSS -- - I/2 [IJ] il. COP -C AD.JLISTVENI - F] RES 58, 44 & 40 HSJF2 Fig. 6 Fig. 7 Technical Data: Fl Res 40 HSW & HSW/F2 Escutcheon, F2, Data: Sprinkler Max Thread Temp Mix. Ambient K Face of Fitting Sprinkler Type Adjustment to wall Length Inch (mm) Size Rating Factor Inch (mm) Inch (mm) . ½"NPT = 155 75 --- --------------- ----- ---- 68 175 100 38 79 - 'l5O 66 -- - -- - Max. Sprinkler - Ceiling -to- , Sprinkler Temp. - Flow Sprinkler Pressure Spacing ft(m) Rating Deflector . gpm PSI (bar) Identification Number (SIN) Inch (rnm)°F(°C) ... 12 x 12 (3.6x3.6) 155 (68) 175(79) 13(49.0) 10.6 (0.73) 14' 143<43( 155ç68) , 175 179) 161605) 160(l ,10) LI'LL---------_L (101-152) - 175(79)118(68.1) 202(L39) 16x_18(49x5.5) 155(68) .0IG752.)_ R3538 155 (68) 175(79) H22 c 16 x 20 (4.9x6. 1) _________ J 155 (68) 175(79 23(870) 33.1(228) 12x126x36) 55 (6 175 (70) r13)490) 106(07 12 (152-305) 155(68) 18.1 20 25.0(1.72) (75.7j j I 155(68) 16x16 (4.9x4.9)I 175(79) 9 Standard Finishes Sprinkler IF F2, FP Escutcheons Bronze Brass Chrome Plated Bright Chrome Plated White Polyester Coated White Painted Special Application Finishes Sprinkler Fl, F2, Escutcheons Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome - Finisher,W. Ordering Infórrnàtion Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish " Other finishes and colors are available on special order. Consult factory for details. Maintenance Model El Res 49, Fl Res 58, Fl Res 76, Fl Res 44 and El 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 FiRES 49 Residential Sprinkler Specifications Model Fl Res 49 & 58 Pendent 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 of up to [4/12] [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 NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded 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 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model El Res 49 & 58, SIN R3516 & R3513 (Bulletin 135). Model Fl Res 49 & 58 Recessed Pendent/Fl, Model Fl Res 49 & 58 Recessed Pendent/F2, Model Fl Res 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 gpmlft 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 of up to [4/12] [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 he of bronze frame construction having a /2' NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)I. Sprinklers shall have a nominal K-factor of 4.9 (70). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with '/2' adjustment (Model F2)] [with 3A' 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 49 & 58 Recessed Pendpnt/F1] [Model Fl Res 49 & 58 Recessed Pendent/F2] [Model Fl Res 49 & 58 Recessed Pendent/FP] SIN R3516 & R3513 (Bulletin 135). 10. 1 Mt61F1 Res 49& CCPPén den tóriieakd) Sprinklers shall be [cULus Listed) [New York City ME Approved (258-93-E)] low flow resideñtiäl 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 Res!dential S066kiers shall be jpstaIled p conformance with the manufacturer s installation guidelines and the applicable installation standard Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall he of bronze frame construction having a 112 NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and top-loaded extruded cup with 3 mm glass .bciib containing no plastic parts, and having a temperature rating of 155°F (68°C). Cover plate a8sembN shall consist of a brass cover plate and copper alldy retainer :flange. Method SF ttaching the cover plate t:the:Spi'ifltS[ercUp shall he a push-on and thread-off de in aUowin a ½" covei- plate adjustment. Cover plate. temperature rating hall he 135°F (57°C). A plastic protective cap shall he provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate s nstaliod Standard cover plate tntsh: [White] [Custom Color- specify]. j. Concealed pendent sprinklers shah ho Reladho 1.oJei F' Res 49 B 53 C C P. SIN R3516 & P3513 (Btttletir t35 Model FiRES 40 and Fl Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model El Res 40 Horizontal Sidewall Sprinkler Sprinklers be [oU. , sod [Now ''ok Approved (258-93-E)l ow How resi dential i:'wzontai sidewail sprnklers eng're:reci Ii prnveie a / area. Listed 1Nws as -a " 'n fr; mc' rn::; fc:urer'n ham ahoror; , .............cc sorinkiers shall be insc cniorrnancs' .vhh the irlanurac:ures'; 3[ai;a[' a ,;C;c :1110 trio apoi:cau;o nstaitator - standard '''trim hurizontrus w dewac re.siclentiai sprinklers are ;;c:eect under siopeci cecings rtav;ng a pttch cii up to [dl F 2 ae sprinkk shaH ho isted 101 such use. Spnnk½' F inn and deflector shall be Di hmnze remc constI':; - -cc s' .Jr- Water seal assembly shea cnnsicc of a 1'elfon-cnated Belleville spring washer ana top-;oadec extruceci cup witi'i 3 mm plass bulb contannO no olastic parts, and havng a temperature rating of [1553 (CC:'C\] [175'F (790C)] Sprnkiers she have a o"'it i<-½ctor el 0 t57 Li Standard finish. [BronzP1 [Chrome-plated I [White Polyester] [Special finish- snecify Residential hot Zontal side'Wall- sprinklers shall be Reliable Model Fl Res 40, SIN 93538 (Bulletin 135). Model Fl Res 40 Recessed H,rizontal Sidewall Sprinkler Use description for the Model El 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 hrizontal sidewall sprinklers shall be Reliable Model Fl Rés 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 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 horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [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 and top-loaded extruded 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 4.4 (62.8). Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special fi nish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, SIN P3531 (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 he [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall he Reliable Model Fl Res 414/1`2, SIN R3531 (Bulletin 135). .:.. :...: .. .. •• ••.•. Model Fl Res76 Pendent - Model Fl Res 76 CCP Pendent (Concealed) SthkIers shall bél[cULus Listed] low flOw. residential Sp rinklers shall be [cULus Listed] low flow residential pendent spnnklers engineeredto provide a minimum concealed sprinklers engineered to'provide a minimum design' density of 0.05 gpm/It5 over the listed coverage design density of 0.05 gpm/1t2 over the listed coverage area. Listed flows as specified by the manufacturer's area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential technical data sheets are to be used. Residential sprinklers sprinklers shall be installed in conformance with the shall be installed in conformance with the manufacturer's manufacturer's installation guidelines and the applicable installation guidelines and the applicable installation installation standard. Sprinkler frame and deflector shall be standard. Sprinkler frame and deflector shall be of bronze of bronze frame construction having a 3/4" NPT thread. frame construction having a 3/4 " NPT thread. Water seal Water seal assembly shall consist of a Teflon-coated assembly shall consist of a Teflon-coated Belleville spring Belleville spring washer and machined cup with 3 mm washer and machined cup with 3 mm glass bulb glass bulb containing no plastic parts, and having a containing no plastic parts, and having a temperature temperature rating of [155°F (680C)] [175°F (790C)]. rating of 155°F (680C). Cover plate assembly shall consist Sprinklers shall have a nominal K-factor of 7.6. Standard of a brass cover plate and copper alloy retainer flange. finish: [Bronze] [Chrome-plated] [White Polyester] [Special Method of attaching the cover plate to the sprinkler cup finish- specify]. Residential pendent sprinklers shall be shall be a push-on and thread-off design allowing a ½" Reliable Model Fl Res 76, SIN R7618 (Bulletin 135). cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be Model Fl Res 76 Recessed Pendent/Fl, provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur Model Fl Res 76 Recessed Pendent/F2, during construction before the cover plate is installed. Model Fl Res 76 Recessed Pendent/FP Standard cover plate finish: [White] [Custom Color- Sprinklers shall be [cULus Listed] low flow residential specify]. ]. Concealed pendent sprinklers shall be Reliable recessed pendent sprinklers enaineered to provide a Model El Res 76 COP, SIN R7618 (Bulletin 135). minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the I 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 and machined 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]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with ½" adjustment (Model F2)] [with 3%" adjustment (Model Fl)] [of push-on and thread off design with /2' 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/1`11 [Model Fl Res 76 Recessed Pendent/F2] [Model Fl Res 76 Recessed Pendent/FP] SIN R 76 18 (Bulletin 135). the equipment presented in this bulletin is to be rnialled 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 lo( over 80 years, and are installed and serviced by he 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 Recycled (NO) 848-6051 Sales Fax Paper (914) 829-2042 corporate Offices Revision lines ipdicate updated or new data - wMMIlrbliablesprinkler.corn Internet Address EG Printed in U.S.A. 6/07 P/N 9999970235