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7541 GIBRALTAR ST; ; AS130193
7/15/24, 4:05 PM AS130193 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS130193 Job Address: 7541 GIBRALTAR ST Permit Type: SPRINK Parcel No: 2162902100 Lot #: 0 Reference No.: Status: ISSUED Applied 10/29/2013 Approved: 11/6/2013 Issued: 11/6/2013 PC #: Inspector: Project Title: VISTA LA COSTA-7541 BLDG 1-PROVIDE NEW FIRE SPRINKLER SYSTEMS COMPLETE AND READY TO USE FOR THE REQUIREMENTS OF NFPA 13, 2010, AND CITY OF CARLSBAD FIRE DEPARTMENT TO 2 NEW BUILDINGS WITH ONE LEVEL OF BASEMENT GARAGE PARKING AND THREE LEVELS OF RESIDENTIAL BUILDING ABOVE GRADE. -PROTECTION IN ATTIC CONCEALED COMBUSTIBLE SPACE I NOT REQUIRED PER CITY FIRE MARSHAL. Applicant: INNOVATIVE FIRE PROTECTION INC STE 101 8779 COTTONWOOD AV SANTEE CA (619) 593-8200 (619)593-9133 Owner: COASTAL LIVING L L C 187 HOCH WAY HEMET CA Fees ($) Add'I Fees ($) Total ($) Balance ($) L 1,059 0 1,059 0 j about:blank 1/1 RECEIVED OCT 292013 I ESBiI24/201l rmrPNIVISTII I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Pag1 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 GARAGE.S1F LA COSTA BLDG 1 GARAGE SOURCE STATIC NODE PRESS. TAG (PSI) SRi 107.1 RESID. FLOW AVAIL. TOTAL REQ'D PRESS. @ PRESS. @ DEMAND PRESS. (PSI) (GPM) (PSI) (GPM) (PSI) 95.4 1019.6 102.1 641.8 93.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 641.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 391.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRi 0.0 SOURCE 93.3 391.8 BF1 0.0 - - - - 92.6 BF2 0.0 - - - - 78.6 DPi 0.0 - - - - 78.3 - - - SI1 -2.0 - - - - 79.1 BR1 -2.0 - - - - 76.0 - - TRi 7.0 - - - - 58.7 OA -2.0 - - - - 50.0 OB -1.5 - - - - 37.4 OC -1.5 - - - - 19.5 OC1 -1.5 - - - - 13.7 0C2 -1.5 - - - - 11.3 0C3 -1.5 - - - - 10.1 0C4 -1.5 - - - - 9.8 OD -1.5 - - - - 17.6 OE -1.5 - - - - 17.1 101 -1.5 K=41.20 10.1 35.6 102 -1.5 K=11.20 11.4 37.8 103 -1.5 K=11.20 11.1 37.2 104 -1.5 K=11.20 8.3 32.3 105 -1.5 K=11.20 8.9 33.5 106 -1.5 K=11.20 8.7 33.0 107 -1.5 K=11.20 7.4 30.5 108 -1.5 K=11.20 7.7 31.0 109 -1.5 K=11.20 7.4 30.5 110 -1.5 K=11.20 7.2 30.0 ill -1.5 K=11.20 7.4 30.4 112 -1.5 K=11.20 7.2 30.0 V SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 1 GARAGE 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: 1 391.8 5.850 PL 45.00 PF 0.7 SRi 0.0 SRCE 93.3 (N/A) 4.7 150 FTG 2ETG PE 0.0 BF1 0.0 0.0 92.6 0.0 0.005 TL 140.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BF1 0.0 0.0 92.6 0.0 14.0 Psi, 391.8 gpm BF2 0.0 0.0 78.6 0.0 Pipe: 3 391.8 5.850 PL 25.00 PF 0.3 BF2 0.0 0.0 78.6 0.0 4.7 150 FTG 2E PE 0.0 DPi 0.0 0.0 78.3 0.0 0.005 TL 69.00 PV Pipe: 4 391.8 6.280 PL 6.50 PF 0.0 DPi 0.0 0.0 78.3 0.0 4.1 140 FTG ---- PE 0.9 SI1 -2.0 0.0 79.1 0.0 0.004 TL 6.50 PV Pipe: 5 391.8 4.310 PL 53.00 PF 3.1 Sil -2.0 0.0 79.1 0.0 8.6 120 FTG 3E FE 0.0 BR1 -2.0 0.0 76.0 0.0 0.033 TL 94.82 PV Pipe: 6 391.8 2.703 PL 9.50 PF 13.4 BR1 -2.0 0.0 76.0 0.0 21.9 120 FTG ECG PE -3.9 TR1 7.0 0.0 58.7 0.0 0.318 TL 42.14 PV Pipe: 7 391.8 2.703 FL 11.50 PF 12.6 TR1 7.0 0.0 58.7 0.0 21.9 120 FTG ET FE 3.9 OA -2.0 0.0 50.0 0.0 0.318 TL 39.48 PV Pipe: 8 391.8 2.703 FL 20.50 PF 12.5 OA -2.0 0.0 50.0 0.0 21.9 120 FTG 2E FE -0.2 03 -1.5 0.0 37.4 0.0 0.318 TL 39.16 PV Pipe: 9 391.8 2.703 PL 37.50 PF 17.9 OB -1.5 0.0 37.4 0.0 21.9 120 FTG T PE 0.0 OC -1.5 0.0 19.5 0.0 0.318 TL 56.15 PV Pipe: 10 263.5 2.703 FL 12.57 PF 1.9 OC -1.5 0.0 19.5 0.0 14.7 120 FTG ---- PE 0.0 OD -1.5 0.0 17.6 0.0 0.153 TL 12.57 PV Pipe: 11 130.8 2.703 FL 12.00 PF 0.5 OD -1.5 0.0 17.6 0.0 7.3 120 FTG ---- FE 0.0 OE -1.5 0.0 17.1 0.0 0.042 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 1 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: 12 128.3 1.728 PL 5.00 PF 5.8 OC -1.5 0.0 19.5 0.0 17.6 120 FTG T PE 0.0 OC1 -1.5 0.0 13.7 0.0 0.357 TL 16.29 PV Pipe: 13 132.7 1.728 PL 5.00 PF 6.2 OD -1.5 0.0 17.6 0.0 18.2 120 FTG T PE 0.0 102 -1.5 11.2 11.4 37.8 0.379 TL 16,29 PV Pipe: 14 130.8 1.728 FL 5.00 PF 6.0 OE -1.5 0.0 17.1 0.0 17.9 120 FTG T PE 0.0 103 -1.5 11.2 11.1 37.2 0.369 TL 16.29 PV Pipe: 15 92.8 1.728 PL 12.00 PF 2.3 OC1 -1.5 0.0 13.7 0.0 12.7 120 FTG ---- FE 0.0 0C2 -1.5 0.0 11.3 0.0 0.196 TL 12.00 PV Pipe: 16 94.9 1.728 PL 12.00 PF 2.4 102 -1.5 11.2 11.4 37.8 13.0 120 FTG ---- FE 0.0 105 -1.5 11.2 8.9 33.5 0.204 TL 12.00 PV Pipe: 17 93.5 1.728 PL 12.00 PF 2.4 103 -1.5 11.2 11.1 37.2 12.8 120 FTG ---- PE 0.0 106 -1.5 11.2 8.7 33.0 0.199 TL 12.00 PV Pipe: 18 60.5 1.728 PL 14.00 PF 1.2 0C2 -1.5 0.0 11.3 0.0 8.3 120 FTG ---- PE 0.0 0C3 -1.5 0.0 10.1 0.0 0.089 TL 14.00 PV Pipe: 19 61.4 1.728 FL 14.00 FE 1.3 105 -1.5 11.2 8.9 33.5 8.4 120 FTG ---- PE 0.0 108 -1.5 11.2 7.7 31.0 0.091 TL 14.00 PV Pipe: 20 60.6 1.728 FL 14.00 FE 1.2 106 -1.5 11.2 8.7 33.0 8.3 120 FTG ---- FE 0.0 109 -1.5 11.2 7.4 30.5 0.089 TL 14.00 PV Pipe: 20A 30.0 1.728 FL 12.00 FE 0.3 0C3 -1.5 0.0 10.1 0.0 4.1 120 FTG ---- FE 0.0 0C4 -1.5 0.0 9.8 0.0 0.024 TL 12.00 PV Pipe: 21 30.4 1.728 FL 12.00 PF 0.3 108 -1.5 11.2 7.7 31.0 4.2 120 FTG ---- FE 0.0 111 -1.5 11.2 7.4 30.4 0.025 TL 12.00 PV Pipe: 22 30.0 1.728 FL 9.50 FE 0.2 109 -1.5 11.2 7.4 30.5 4.1 120 FTG ---- FE 0.0 112 -1.5 11.2 7.2 30.0 0.024 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 1. 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: 23 35.6 1.080 PL 4.00 PF 3.6 OC1 -1.5 0.0 13.7 0.0 12.5 120 FTG T PE 0.0 101 -1.5 11.2 10.1 35.6 0.327 TL 11.00 PV Pipe: 24 32.3 1.080 PL 4.00 PF 3.0 0C2 -1.5 0.0 11.3 0.0 11.3 120 FTG T PE 0.0 104 -1.5 11.2 8.3 32.3 0.274 TL 11.00 PV Pipe: 25 30.5 1.080 PL 4.00 PF 2.7 0C3 -1.5 0.0 10.1 0.0 10.7 120 FTG T PE 0.0 107 -1.5 11.2 7.4 30.5 0.246 TL 11.00 PV Pipe: 26 30.0 1.080 PL 4.00 PF 2.6 0C4 -1.5 0.0 9.8 0.0 10.5 120 FTG T PE 0.0 110 -1.5 11.2 7.2 30.0 0.239 TL 11.00 PV NOTES (HASS): Calculations were performed by the HASS 8.4 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 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 0.061 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 21.9 ft/sec at pipe 7. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRi under full flow conditions is 101.81 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1. GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 1 GARAGE (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C MATERIAL: Dyna-Thread HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee 1.080 3.00 7.00 3.00 7.00 8.00 1.00 13.00 13.00 7.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 5.850 22.00 46.00 14.00 49.00 15.00 5.00 46.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 0 0 0 ("1 -p U) a) E 0 0 -4 4-4 '0 H (0 a) H (a 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 1 GARAGE N 0 0 0 0 0 0 C 0 0 0 0 0 ("a 0OD H '-0U)d---- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 1 GARAGE WATER SUPPLY CURVE 108*\\\ I \\\ I \\\ I 0 \\\ 99+ \\\ I \\\ * <-95.4 psi @ 1020 gpm X Flow Test Point 90+ 81+ P 72+ R I E S I S 63+ U R I E I 54+ ( I P I S I I 45+ ) I 36+ 27+ 18+ LEGEND I X = Required Water Supply I 93.29 psi @ 641.8 gpm 9+ I 0 = Available Water Supply " 102.13 psi @ 641.8 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 1 GARAGE 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRI 107.1 95.4 1019.6 106.5 203.2 104.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 203.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 103.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRI 0.0 SOURCE 104.0 103.2 BF1 0.0 - - - - 103.9 BF2 0.0 - - - - 99.9 DPi 0.0 - - - - 99.9 - - - SI1 -2.0 - - - - 100.7 BR1 -2.0 - - - - 100.5 TR1 7.0 - - - - 95.4 1A 9.0 - - - - 93.5 - - - lB 9.0 - - - - 87.8 - - - 1C 9.0 - - - - 83.6 1D 9.0 - - - - 81.9 - - - 1E 9.0 - - - - 81.1 - - - IF 9.0 - - - - 81.8 - - - 1G 9.0 - - - - 81.8 - - - 1H 9.0 - - - - 81.8 - - - 11 9.0 - - - - 81.1 - - - 1K 9.0 - - - - 83.3 - - - 1L 9.0 - - - - 86.3 - - - 2A 19.0 - - - - 74.7 - - - 2B 19.0 - - - - 74.7 - - - 2C 19.0 - - - - 74.7 2D 19.0 - - - 74.7 - - - 2E 19.0 - - - - 74.7 - - - 2F 19.0 - - - - 74.7 - - - 2G 19.0 - - - - 74.7 - - - 2H 19.0 - - - - 74.7 - - - 2J 19.0 - - - - 74.7 2K 19.0 - - - - 74.7 - - - 2L 19.0 - - - - 74.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 3B 29.0 - - - - 51.4 3C 29.0 - - - - 63.1 3D 29.0 - - - - 65.5 - - - 3E 29.0 - - - - 66.6 3F 29.0 - - - - 65.5 3G 29.0 - - - - 65.5 3H 29.0 - - - - 65.5 3J 29.0 - - - - 66.6 3K 29.0 - - - - 63.2 3L 29.0 - - - - 53.1 3M 29.0 - - - - 32.6 3N 29.0 - - - - 32.6 - - - 3M1 29.0 - - - - 28.6 3N1 29.0 - - - - 28.9 301 28.5 K= 4.90 27.3 25.6 302 28.5 K= 4.90 27.8 25.8 303 28.5 K= 4.90 27.7 25.8 304 28.5 K= 4.90 28.0 25.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) 1-IW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 103.2 5.850 PL 45.00 PF 0.1 SRi 0.0 SRCE 104.0 (N/A) 1.2 150 FTG 2ETG FE 0.0 BF1 0.0 0.0 103.9 0.0 0.000 TL 140.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BF1 0.0 0.0 103.9 0.0 4.0 psi, 103.2 gpm BF2 0.0 0.0 99.9 0.0 Pipe: 3 103.2 5.850 PL 25.00 PF 0.0 BF2 0.0 0.0 99.9 0.0 1.2 150 FTG 2E PE 0.0 DPi 0.0 0.0 99.9 0.0 0.000 TL 69.00 PV Pipe: 4 103.2 6.280 PL 6.50 PF 0.0 DPi 0.0 0.0 99.9 0.0 1.1 140 FTG ---- PE 0.9 SI1 -2.0 0.0 100.7 0.0 0.000 TL 6.50 PV Pipe: 5 103.2 4.310 FL 53.00 PF 0.3 SI1 -2.0 0.0 100.7 0.0 2.3 120 FTG 3E FE 0.0 BR1 -2.0 0.0 100.5 0.0 0.003 TL 94.82 PV Pipe: 6 103.2 2.703 PL 9.50 PF 1.1 BR1 -2.0 0.0 100.5 0.0 5.8 120 FTG ECG FE -3.9 TR1 7.0 0.0 95.4 0.0 0.027 TL 42.14 PV Pipe: 7 103.2 2.003 FL 5.50 PF 1.1 TR1 7.0 0.0 95.4 0.0 10.5 150 FTG L FE -0.9 1A 9.0 0.0 93.5 0.0 0.077 TL 14.50 PV Pipe: 8 56.6 1.394 PL 32.25 PF 5.6 1A 9.0 0.0 93.5 0.0 11.9 150 FTG B FE 0.0 lB 9.0 0.0 87.8 0.0 0.148 TL 38.25 PV Pipe: 9 56.6 1.394 FL 22.57 PF 4.2 lB 9.0 0.0 87.8 0.0 11.9 150 FTG B FE 0.0 1C 9.0 0.0 83.6 0.0 0.148 TL 28.57 PV Pipe: 10 53.1 1.394 FL 13.33 PF 1.7 1C 9.0 0.0 83.6 0.0 11.2 150 FTG ---- FE 0.0 1D 9.0 0.0 81.9 0.0 0.131 TL 13.33 PV Pipe: ii 51.8 1.598 FL 3.00 PF 0.7 1D 9.0 0.0 81.9 0.0 8.3 150 FTG B FE 0.0 1E 9.0 0.0 81.1 0.0 0.065 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUN. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 12 1.3 1.101 PL 10.20 PF 0.0 1D 9.0 0.0 81.9 0.0 0.4 150 FTG ---- PE 0.0 iF 9.0 0.0 81.8 0.0 0.000 TL 10.20 PV Pipe: 13 1.3 1.101 PL 95.66 PF 0.0 iF 9.0 0.0 81.8 0.0 0.4 150 FTG L PE 0.0 1G 9.0 0.0 81.8 0.0 0.000 TL 100.66 PV Pipe: 14 3.5 1.101 PL 95.66 PF 0.3 1C 9.0 0.0 83.6 0.0 1.2 150 FTG B PE 0.0 1K 9.0 0.0 83.3 0.0 0.003 TL 100.66 PV Pipe: 15 1.3 1.101 PL 10.20 PF 0.0 1G 9.0 0.0 81.8 0.0 0.4 150 FTG L PE 0.0 1H 9.0 0.0 81.8 0.0 0.000 TL 15.20 PV Pipe: 16 51.3 1.598 PL 3.00 PF 0.7 iii 9.0 0.0 81.8 0.0 8.2 150 FTG B PE 0.0 1J 9.0 0.0 81.1 0.0 0.063 TL 11.00 PV Pipe: 17 -50.1 1.394 PL 13.00 PF 1.5 1H 9.0 0.0 81.8 0.0 10.5 150 FTG ---- PE 0.0 1K 9.0 0.0 83.3 0.0 0.118 TL 13.00 PV Pipe: 17A -46.6 1.394 PL 22.70 PF 3.0 1K 9.0 0.0 83.3 0.0 9.8 150 FTG L PE 0.0 1L 9.0 0.0 86.3 0.0 0.103 TL 28.70 PV Pipe: 17B -46.6 1.394 PL 63.50 PF 7.2 1L 9.0 0.0 86.3 0.0 9.8 150 FTG B PE 0.0 1A 9.0 0.0 93.5 0.0 0.10:3 TL 69.50 PV Pipe: 18 51.8 1.598 PL 12.00 PF 2.1 iE 9.0 0.0 81.1 0.0 8.3 150 FTG 3L PE -4.3 2E 19.0 0.0 74.7 0.0 0.065 TL 33.00 PV Pipe: 19 51.3 1.598 PL 12.00 PF 2.1 1J 9.0 0.0 81.1 0.0 8.2 150 FTG 3L PE -4.3 2J 19.0 0.0 74.7 0.0 0.063 TL 33.00 PV Pipe: 19A -0.1 1.101 FL 48.00 PF 0.0 2A 19.0 0.0 74.7 0.0 0.0 150 FTG ---- PE 0.0 2B 19.0 0.0 74.7 0.0 0.000 TL 48.00 PV Pipe: 19B -0.1 1.101 PL 22.57 PF 0.0 2B 19.0 0.0 74.7 0.0 0.0 150 FTG B PE 0.0 2C 19.0 0.0 74.7 0.0 0.000 TL 27.57 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 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: 20 -0.1 1.394 PL 13.00 PF 0.0 2C 19.0 0.0 74.7 0.0 0.0 150 FTG B PE 0.0 2D 19.0 0.0 74.7 0.0 0.000 TL 19.00 PV Pipe: 21 -0.2 1.101 PL 3.00 PF 0.0 2D 19.0 0.0 74.7 0.0 0.1 150 FTG B PE 0.0 2E 19.0 0.0 74.7 0.0 0.000 TL 8.00 PV Pipe: 22 0.1 1.101 PL 10.20 PF 0.0 2D 19.0 0.0 74.7 0.0 0.0 150 FTG B PE 0.0 2F 19.0 0.0 74.7 0.0 0.000 TL 15.20 PV Pipe: 23 0.1 1.101 PL 95.66 PF 0.0 2F 19.0 0.0 74.7 0.0 0.0 150 FTG L PE 0.0 2G 19.0 0.0 74.7 0.0 0.000 TL 100.66 PV Pipe: 24 0.1 1.101 PL 95.66 PF 0.0 2C 19.0 0.0 74.7 0.0 0.0 150 FTG B PE 0.0 2K 19.0 0.0 74.7 0.0 0.000 TL 100.66 PV Pipe: 25 0.1 1.101 PL 10.20 PF 0.0 2G 19.0 0.0 74.7 0.0 0.0 150 FTG L PE 0.0 2H 19.0 0.0 74.7 0.0 0.000 TL 15.20 PV Pipe: 26 0.2 1.394 PL 3.00 PF 0.0 2H 19.0 0.0 74.7 0.0 0.0 150 FTG L PE 0.0 21 19.0 0.0 74.7 0.0 0.000 TL 9.00 PV Pipe: 27 -0.1 1.394 PL 13.00 PF 0.0 2H 19.0 0.0 74.7 0.0 0.0 150 FTG B PE 0.0 2K 19.0 0.0 74.7 0.0 0.000 TL 19.00 PV Pipe: 27A -0.1 1.101 PL 22.25 PF 0.0 2K 19.0 0.0 74.7 0.0 0.0 150 FTG B PE 0.0 2L 19.0 0.0 74.7 0.0 0.000 TL 27.25 PV Pipe: 27B -0.1 1.101 PL 47.83 PF 0.0 2L 19.0 0.0 74.7 0.0 0.0 150 FTG B PE 0.0 2A 19.0 0.0 74.7 0.0 0.000 TL 52.83 PV Pipe: 28 51.6 1.394 PL 12.00 PF 3.7 2E 19.0 0.0 74.7 0.0 10.8 150 FTG 3L PE -4.3 3E 29.0 0.0 66.6 0.0 0.124 TL 30.00 PV Pipe: 29 51.6 1.394 PL 12.00 PF 3.7 21 19.0 0.0 74.7 0.0 10.8 150 FTG 3L PE -4.3 3J 29.0 0.0 66.6 0.0 0.124 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 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: 30 -53.7 1.101 PL 22.57 PF 11.7 3B 29.0 0.0 51.4 0.0 18.1 150 FTG B PE 0.0 3C 29.0 0.0 63.1 0.0 0.423 TL 27.57 PV Pipe: 31 -52.0 1.394 PL 13.00 PF 2.4 3C 29.0 0.0 63.1 0.0 10.9 150 FTG B PE 0.0 3D 29.0 0.0 65.5 0.0 0.126 TL 19.00 PV Pipe: 32 -51.6 1.394 PL 3.00 PF 1.1 3D 29.0 0.0 65.5 0.0 10.8 150 FTG L PE 0.0 3E 29.0 0.0 66.6 0.0 0.124 TL 9.00 PV Pipe: 33 -0.4 1.101 PL 10.20 PF 0.0 3D 29.0 0.0 65.5 0.0 0.1 150 FTG B PE 0.0 3F 29.0 0.0 65.5 0.0 0.000 TL 15.20 PV Pipe: 34 -0.4 1.101 PL 95.66 PF 0.0 3F 29.0 0.0 65.5 0.0 0.1 150 FTG L PE 0.0 3G 29.0 0.0 65.5 0.0 0.000 TL 100.66 PV Pipe: 35 -0.4 1.101 PL 10.20 PF 0.0 3G 29.0 0.0 65.5 0.0 0.1 150 FTG L PE 0.0 3H 29.0 0.0 65.5 0.0 0.000 TL 15.20 PV Pipe: 36 -51.6 1.394 PL 3.00 PF 1.1 3H 29.0 0.0 65.5 0.0 10.8 150 FTG L PE 0.0 3J 29.0 0.0 66.6 0.0 0.124 TL 9.00 PV Pipe: 37 51.2 1.394 PL 13.00 PF 2.3 3H 29.0 0.0 65.5 0.0 10.8 150 FTG B PE 0.0 3K 29.0 0.0 63.2 0.0 0.123 TL 19.00 PV Pipe: 37A -1.7 1.101 PL 95.66 PF 0.1 3C 29.0 0.0 63.1 0.0 0.6 150 FTG B PE 0.0 3K 29.0 0.0 63.2 0.0 0.001 TL 100.66 PV Pipe: 38 49.5 1.101 PL 22.70 PF 10.1 3K 29.0 0.0 63.2 0.0 16.7 150 FTG B PE 0.0 3L 29.0 0.0 53.1 0.0 0.363 TL 27.70 PV Pipe: 39 49.5 1.101 PL 51.50 PF 20.5 3L 29.0 0.0 53.1 0.0 16.7 150 FTG B PE 0.0 3M 29.0 0.0 32.6 0.0 0.363 TL 56.50 PV Pipe: 39A -2.0 1.101 PL 4.75 PF 0.0 3M 29.0 0.0 32.6 0.0 0.7 150 FTG ---- PE 0.0 3N 29.0 0.0 32.6 0.0 0.001 TL 4.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 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: 39B -53.7 1.101 FL 39.50 PF 18.8 3N 29.0 0.0 32.6 0.0 18.1 150 FTG B PE 0.0 3B 29.0 0.0 51.4 0.0 0.423 TL 44.50 PV Pipe: 40 51.4 1.101 PL 5.20 PF 4.0 3M 29.0 0.0 32.6 0.0 17.3 150 FTG B PE 0.0 3M1 29.0 0.0 28.6 0.0 0.390 TL 10.20 PV Pipe: 41 25.6 1.101 PL 4.30 PF 1.5 3M1 29.0 0.0 28.6 0.0 8.6 150 FTG LB PE 0.2 301 28.5 4.9 27.3 25.6 0.107 TL 14.30 PV Pipe: 42 25.8 1.101 FL 4.50 PF 1.0 3M1 29.0 0.0 28.6 0.0 8.7 150 FTG L PE 0.2 302 28.5 4.9 27.8 25.8 0.109 TL 9.50 PV Pipe: 42A 51.7 1.101 PL 4.50 PF 3.7 3N 29.0 0.0 32.6 0.0 17.4 150 FTG B FE 0.0 3N1 29.0 0.0 28.9 0.0 0.395 TL 9.50 PV Pipe: 43 25.8 1.101 PL 2.50 PF 1.4 3N1 29.0 0.0 28.9 0.0 8.7 150 FTG LB FE 0.2 303 28.5 4.9 27.7 25.8 0.109 TL 12.50 PV Pipe: 44 25.9 1.101 FL 4.50 PF 1.0 3N1 29.0 0.0 28.9 0.0 8.7 150 FTG L FE 0.2 304 28.5 4.9 28.0 25.9 0.110 TL 9.50 PV NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.166 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 18.1 ft/sec at pipe 30. Items listed in bold print on the cover sheet SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT are automatically transferred from the calculation report. Available pressure at source node SRi under full flow conditions is 106.50 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 5.850 22.00 46.00 14.00 49.00 15.00 5.00 46.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 2.0,03 2.00 9.00 10.00 1.00 1.00 17.00 3.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT N 0 o C 0 0 0 0 0 0 • 0 0 0 0 0 r (N 0 CX) (N -1 —QU)-H---. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT WATER SUPPLY CURVE 108*\\\ 10 \\\ lx \\\ \\\ 99+ \\\ I \\\ * <_954 psi @ 1020 gpm Flow Test Point 90+ 81+ P 72+ R I E I S I S 63+ U I R I E I 54+ P I S I I 45+ ) I 36+ 27+ 18+ LEGEND 'I I X = Required Water Supply I 103.96 psi @ 203.2 gpm 9+ I 0 = Available Water Supply 106.51 psi @ 203.2 gpm -------+------+--------+--------+---------+-----------+ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/25/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRi 107.1 95.4 1019.6 106.7 172.9 55.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 172.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 72.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRi 0.0 SOURCE 55.8 72.9 BF1 0.0 - - - - 55.7 BF2 0.0 - - - - 51.7 - - - DPi 0.0 - - - - 51.7 SI1 -2.0 - - - - 52.6 BR1 -2.0 - - - - 52.4 TR1 7.0 - - - - 47.9 1A 9.0 - - - - 46.5 - - - lB 9.0 - - - - 43.5 - - - 1C 9.0 - - - - 41.3 - - - 1D 9.0 - - - - 40.4 1E 9.0 - - - - 40.0 iF 9.0 - - - - 40.4 - - - 1G 9.0 - - - - 40.4 1H 9.0 - - - - 40.4 - - - 11 9.0 - - - - 40.0 - - - 1K 9.0 - - - - 41.2 - - - 1L 9.0 - - - - 42.7 - - - 2A 19.0 - - - - 34.6 2B 19.0 - - - - 34.6 2C 19.0 - - - - 34.6 2D 19.0 - - - - 34.6 2E 19.0 - - - - 34.6 2F 19.0 - - - - 34.6 - - - 2G 19.0 - - - - 34.6 2H 19.0 - - - - 34.6 2J 19.0 - - - - 34.6 - - - 2K 19.0 - - - - 34.6 2L 19.0 - - - - 34.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 3B 29.0 - - - - 27.7 3C 29.0 - - - - 27.7 3D 29.0 - - - - 27.7 3E 29.0 - - - - 28.3 - - - 3F 29.0 - - - - 24.1 3G 29.0 - - - - 25.0 3G1 29.0 - - - - 15.7 - - - 3G2 29.0 - - - - 15.3 3H 29.0 - - - - 27.7 - - - 3J 29.0 - - - - 28.3 3K 29.0 - - - - 27.7 3L 29.0 - - - - 27.7 - - - 3M 29.0 - - - - 27.7 3N 29.0 - - - - 27.7 3M1 29.0 - - - - 27.7 - - - 3N1 29.0 - - - - 27.7 301 28.5 - - - - 27.9 - - - 302 28.5 - - - - 27.9 303 28.5 - - - - 27.9 304 28.5 - - - - 27.9 305 28.5 K= 4.90 14.8 18.8 306 28.5 K= 4.90 14.5 18.6 307 28.5 K= 4.90 11.8 16.8 308 28.5 K= 5.60 11.0 18.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA 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 72.9 5.850 PL 45.00 PF 0.0 SRi 0.0 SRCE 55.8 (N/A) 0.9 150 FTG 2ETG PE 0.0 BF1 0.0 0.0 55.7 0.0 0.000 TL 140.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BF1 0.0 0.0 55.7 0.0 4.0 psi, 72.8 gpm BF2 0.0 0.0 51.7 0.0 Pipe: 3 72.8 5.850 FL 25.00 PF 0.0 BF2 0.0 0.0 51.7 0.0 0.9 150 FTG 2E PE 0.0 DPi 0.0 0.0 51.7 0.0 0.000 TL 69.00 PV Pipe: 4 72.8 6.280 PL 6.50 PF 0.0 DPi 0.0 0.0 51.7 0.0 0.8 140 FTG ---- PE 0.9 SI1 -2.0 0.0 52.6 0.0 0.000 TL 6.50 PV Pipe: 5 72.8 4.310 PL 53.00 PF 0.1 SI1 -2.0 0.0 52.6 0.0 1.6 120 FTG 3E PE 0.0 BR1 -2.0 0.0 52.4 0.0 0.001 TL 94.82 PV Pipe: 6 72.8 2.703 PL 9.50 PF 0.6 BR1 -2.0 0.0 52.4 0.0 4.1 120 FTG ECG PE -3.9 TR1 7.0 0.0 47.9 0.0 0.014 TL 42.14 PV Pipe: 7 72.8 2.003 FL 5.50 PF 0.6 TR1 7.0 0.0 47.9 0.0 7.4 150 FTG L PE -0.9 1A 9.0 0.0 46.5 0.0 0.040 TL 14.50 PV Pipe: 8 39.9 1.394 PL 32.25 PF 3.0 iA 9.0 0.0 46.5 0.0 8.4 150 FTG B PE 0.0 lB 9.0 0.0 43.5 0.0 0.077 TL 38.25 PV Pipe: 9 39.9 1.394 PL 22.57 PF 2.2 lB 9.0 0.0 43.5 0.0 8.4 150 FTG B FE 0.0 1C 9.0 0.0 41.3 0.0 0.077 TL 28.57 PV Pipe: 10 37.5 1.394 PL 13.33 PF 0.9 1C 9.0 0.0 41.3 0.0 7.9 150 FTG ---- PE 0.0 1D 9.0 0.0 40.4 0.0 0.069 TL 13.33 PV Pipe: 11 36.6 1.598 PL 3.00 PF 0.4 1D 9.0 0.0 40.4 0.0 5.9 150 FTG B PE 0.0 1E 9.0 0.0 40.0 0.0 0.034 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA 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 10.20 PF 0.0 1D 9.0 0.0 40.4 0.0 0.3 150 FTG ---- FE 0.0 iF 9.0 0.0 40.4 0.0 0.000 TL 10.20 PV Pipe: 13 0.9 1.101 PL 95.66 FE' 0.0 iF 9.0 0.0 40.4 0.0 0.3 150 FTG L PE 0.0 1G 9.0 0.0 40.4 0.0 0.000 TL 100.66 PV Pipe: 14 2.5 1.101 PL 95.66 PF 0.1 1C 9.0 0.0 41.3 0.0 0.8 150 FTG B PE 0.0 1K 9.0 0.0 41.2 0.0 0.001 TL 100.66 PV Pipe: 15 0.9 1.101 PL 10.20 PF 0.0 1G 9.0 0.0 40.4 0.0 0.3 150 FTG L PE 0.0 1H 9.0 0.0 40.4 0.0 0.000 TL 15.20 PV Pipe: 16 36.2 1.598 FL 3.00 PF 0.4 1H 9.0 0.0 40.4 0.0 5.8 150 FTG B PE 0.0 1J 9.0 0.0 40.0 0.0 0.033 TL 11.00 PV Pipe: 17 -35.4 1.394 PL 13.00 PF 0.8 1H 9.0 0.0 40.4 0.0 7.4 150 FTG ---- PE 0.0 1K 9.0 0.0 41.2 0.0 0.062 TL 13.00 PV Pipe: 17A -32.9 1.394 PL 22.70 FE' 1.6 1K 9.0 0.0 41.2 0.0 6.9 150 FTG L PE 0.0 1L 9.0 0.0 42.7 0.0 0.054 TL 28.70 PV Pipe: 17B -32.9 1.394 PL 63.50 PF 3.8 1L 9.0 0.0 42.7 0.0 6.9 150 FTG B PE 0.0 1A 9.0 0.0 46.5 0.0 0.054 TL 69.50 PV Pipe: 18 36.6 1.598 PL 12.00 PF 1.1 1E 9.0 0.0 40.0 0.0 5.9 150 FTG 31, FE -4.3 2E 19.0 0.0 34.6 0.0 0.034 TL 33.00 PV Pipe: 19 36.2 1.598 FL 12.00 FE' 1.1 1J 9.0 0.0 40.0 0.0 5.8 150 FTG 3L FE -4.3 2J 19.0 0.0 34.6 0.0 0.033 TL 33.00 PV Pipe: 19A 0.0 1.101 FL 48.00 PF 0.0 2A 19.0 0.0 34.6 0.0 0.0 150 FTG ---- FE 0.0 2B 19.0 0.0 34.6 0.0 0.000 TL 48.00 PV Pipe: 19B 0.0 1.101 FL 22.57 PF 0.0 2B 19.0 0.0 34.6 0.0 0.0 150 FTG B FE 0.0 2C 19.0 0.0 34.6 0.0 0.000 TL 27.57 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA 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: 20 0.0 1.394 PL 13.00 PF 0.0 2C 19.0 0.0 34.6 0.0 0.0 150 FTG B FE 0.0 2D 19.0 0.0 34.6 0.0 0.000 TL 19.00 PV Pipe: 21 0.1 1.101 PL 3.00 PF 0.0 2D 19.0 0.0 34.6 0.0 0.0 150 FTG B FE 0.0 2E 19.0 0.0 34.6 0.0 0.000 TL 8.00 PV Pipe: 22 0.0 1.101 PL 10.20 PF 0.0 2D 19.0 0.0 34.6 0.0 0.0 150 FTG B FE 0.0 2F 19.0 0.0 34.6 0.0 0.000 TL 15.20 PV Pipe: 23 0.0 1.101 PL 95.66 PF 0.0 2F 19.0 0.0 34.6 0.0 0.0 150 FTG L FE 0.0 2G 19.0 0.0 34.6 0.0 0.000 TL 100.66 PV Pipe: 24 0.0 1.101 PL 95.66 PF 0.0 2C 19.0 0.0 34.6 0.0 0.0 150 FTG B FE 0.0 2K 19.0 0.0 34.6 0.0 0.000 TL 100.66 PV Pipe: 25 0.0 1.101 FL 10.20 PF 0.0 2G 19.0 0.0 34.6 0.0 0.0 150 FTG L PE 0.0 2H 19.0 0.0 34.6 0.0 0.000 TL 15.20 PV Pipe: 26 -0.1 1.394 FL 3.00 FE' 0.0 2H 19.0 0.0 34.6 0.0 0.0 150 FTG L FE 0.0 2J 19.0 0.0 34.6 0.0 0.000 TL 9.00 FV Pipe: 27 0.0 1.394 FL 13.00 PF 0.0 2H 19.0 0.0 34.6 0.0 0.0 150 FTG B PE 0.0 2K 19.0 0.0 34.6 0.0 0.000 TL 19.00 PV Pipe: 27A 0.0 1.101 FL 22.25 PF 0.0 2K 19.0 0.0 34.6 0.0 0.0 150 FTG B FE 0.0 2L 19.0 0.0 34.6 0.0 0.000 TL 27.25 FV Pipe: 27B 0.0 1.101 FL 47.83 PF 0.0 2L 19.0 0.0 34.6 0.0 0.0 150 FTG B PE 0.0 2A 19.0 0.0 34.6 0.0 0.000 TL 52.83 PV Pipe: 28 36.7 1.394 FL 12.00 PF 2.0 2E 19.0 0.0 34.6 0.0 7.7 150 FTG 3L PE -4.3 3E 29.0 0.0 28.3 0.0 0.066 TL 30.00 PV Pipe: 29 36.2 1.394 FL 12.00 PF 1.9 21 19.0 0.0 34.6 0.0 7.6 150 FTG 3L PE -4.3 3J 29.0 0.0 28.3 0.0 0.065 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA 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: 30 1.0 1.101 PL 22.57 PF 0.0 3B 29.0 0.0 27.7 0.0 0.4 150 FTG B PE 0.0 3C 29.0 0.0 27.7 0.0 0.000 TL 27.57 PV Pipe: 31 2.4 1.394 PL 13.00 PF 0.0 3C 29.0 0.0 27.7 0.0 0.5 150 FTG B PE 0.0 3D 29.0 0.0 27.7 0.0 0.000 TL 19.00 PV Pipe: 32 -36.7 1.394 PL 3.00 PF 0.6 3D 29.0 0.0 27.7 0.0 7.7 150 FTG L PE 0.0 3E 29.0 0.0 28.3 0.0 0.066 TL 9.00 PV Pipe: 33 39.1 1.101 PL 10.20 PF 3.6 3D 29.0 0.0 27.7 0.0 13.2 150 FTG B PE 0.0 3F 29.0 0.0 24.1 0.0 0.235 TL 15.20 PV Pipe: 34 39.1 1.101 PL 32.66 PF 8.8 3F 29.0 0.0 24.1 0.0 13.2 150 FTG L PE 0.0 3G2 29.0 0.0 15.3 0.0 0.235 TL 37.66 PV Pipe: 34A -15.0 1.101 PL 10.50 PF 0.4 3G2 29.0 0.0 15.3 0.0 5.0 150 FTG ---- PE 0.0 3G1 29.0 0.0 15.7 0.0 0.040 TL 10.50 PV Pipe: 34B -33.8 1.101 PL 47.00 PF 9.3 3G1 29.0 0.0 15.7 0.0 11.4 150 FTG L PE 0.0 3G 29.0 0.0 25.0 0.0 0.179 TL 52.00 PV Pipe: 35 -33.8 1.101 PL 10.20 PF 2.7 3G 29.0 0.0 25.0 0.0 11.4 150 FTG L FE 0.0 3H 29.0 0.0 27.7 0.0 0.179 TL 15.20 PV Pipe: 36 -36.2 1.394 PL 3.00 PF 0.6 3H 29.0 0.0 27.7 0.0 7.6 150 FTG L PE 0.0 3J 29.0 0.0 28.3 0.0 0.065 TL 9.00 PV Pipe: 37 2.4 1.394 PL 13.00 PF 0.0 3H 29.0 0.0 27.7 0.0 0.5 150 FTG B FE 0.0 3K 29.0 0.0 27.7 0.0 0.000 TL 19.00 PV Pipe: 37A -1.4 1.101 PL 95.66 PF 0.0 3C 29.0 0.0 27.7 0.0 0.5 150 FTG B PE 0.0 3K 29.0 0.0 27.7 0.0 0.000 TL 100.66 PV Pipe: 38 1.0 1.101 PL 22.70 PF 0.0 3K 29.0 0.0 27.7 0.0 0.4 150 FTG B PE 0.0 3L 29.0 0.0 27.7 0.0 0.000 TL 27.70 PV S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA 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: 39 1.0 1.101 PL 51.50 PF 0.0 3L 29.0 0.0 27.7 0.0 0.4 150 FTG B PE 0.0 3M 29.0 0.0 27.7 0.0 0.000 TL 56.50 PV Pipe: 39A 1.0 1.101 PL 4.75 PF 0.0 3M 29.0 0.0 27.7 0.0 0.4 150 FTG ---- PE 0.0 3N 29.0 0.0 27.7 0.0 0.000 TL 4.75 PV Pipe: 39B 1.0 1.101 PL 39.50 PF 0.0 3N 29.0 0.0 27.7 0.0 0.4 150 FTG B PE 0.0 38 29.0 0.0 27.7 0.0 0.000 TL 44.50 PV Pipe: 40 0.0 1.101 PL 5.20 PF 0.0 3M 29.0 0.0 27.7 0.0 0.0 150 FTG B PE 0.0 3M1 29.0 0.0 27.7 0.0 0.000 TL 10.20 PV Pipe: 41 0.0 1.101 PL 4.30 PF 0.0 3M1 29.0 0.0 27.7 0.0 0.0 150 FTG LB PE 0.2 301 28.5 0.0 27.9 0.0 0.000 TL 14.30 PV Pipe: 42 0.0 1.101 PL 4.50 PF 0.0 3M1 29.0 0.0 27.7 0.0 0.0 150 FTG L PE 0.2 302 28.5 0.0 27.9 0.0 0.000 TL 9.50 PV Pipe: 42A 0.0 1.101 PL 4.50 PF 0.0 3N 29.0 0.0 27.7 0.0 0.0 150 FTG B PE 0.0 3N1 29.0 0.0 27.7 0.0 0.000 TL 9.50 PV Pipe: 43 0.0 1.101 PL 2.50 PF 0.0 3N1 29.0 0.0 27.7 0.0 0.0 150 FTG LB PE 0.2 303 28.5 0.0 27.9 0.0 0.000 TL 12.50 PV Pipe: 44 0.0 1.101 PL 4.50 PF 0.0 3N1 29.0 0.0 27.7 0.0 0.0 150 FTG L PE 0.2 304 28.5 0.0 27.9 0.0 0.000 TL 9.50 PV Pipe: 45 18.8 1.101 PL 8.50 PF 1.1 3G1 29.0 0.0 15.7 0.0 6.3 150 FTG LB PE 0.2 305 28.5 4.9 14.8 18.8 0.061 TL 18.50 PV Pipe: 46 18.6 1.101 PL 7.00 PF 1.0 3G2 29.0 0.0 15.3 0.0 6.3 150 FTG LB PE 0.2 306 28.5 4.9 14.5 18.6 0.060 TL 17.00 PV Pipe: 47 35.4 1.101 PL 4.00 PF 3.7 3G2 29.0 0.0 15.3 0.0 11.9 150 FTG 38 PE 0.2 307 28.5 4.9 11.8 16.8 0.195 TL 19.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA 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: 48 18.6 1.101 PL 7.50 PF 0.7 307 28.5 4.9 11.8 16.8 6.3 150 FTG L PE 0.0 308 28.5 5.6 11.0 18.6 0.059 TL 12.50 PV NOTES (HASS): Calculations were performed by the HASS 8.4 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside 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 0.064 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 13.2 ft/sec at pipe 34. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRi under full flow conditions is 106.46 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngE11 ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA PAGE: E MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEil ChkVlv BtyVlv GatVlv NPTee 5.850 22.00 46.00 14.00 49.00 15.00 5.00 46.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 2.003 2.00 9.00 10.00 1.00 1.00 17.00 3.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 0 0 0 10 4J U) ci) E-i 0 C) I-i C) 1H H U) U) H (0 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA (N 0 0 0 0 0 0 Q c 0 C 0 0 0 N 0 (N H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA WATER SUPPLY CURVE 108*\\\ 10 \\\ \\\ \\\ 99+ \\\ I \\\ I * <_954 psi @ 1020 gpm Flow Test Point 90+ 81+ P 72+ R I E I S I S 63+ U I R I E IX 54+ P I S I I 45+ ) I 36+ 27+ 18+ LEGEND I I, I X = Required Water Supply VI I 55.76 psi @ 172.9 gpm VV 9+ if I 0 = Available Water Supply If I 106.66 psi @ 172.9 gpm if VI --------+------+--------+--------+---------+-----------+ SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 10/24/2013:\HASS84\C5101 VISTA LA COSTA BLDG 1 3RD FLOOR UNIT A.SDF JOB TITLE: VISTA LA COSTA BLDG 1 3RD FLOOR UNIT 3LA 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 2 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) SR2 107.1 95.4 1019.6 102.1 645.1 90.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 645.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 395.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SR2 0.0 SOURCE 90.6 395.1 BF3 0.0 - - - - 90.0 BF4 0.0 - - - - 76.0 DP2 0.0 - - - - 75.7 - - - SI2 -2.0 - - - - 76.5 - - - BR2 -2.0 - - - - 70.2 - - - TR2 7.0 - - - - 64.4 OA -2.0 - - - - 55.5 GB -1.5 - - - - 38.5 OC -1.5 - - - - 20.8 - - - OD -1.5 - - - - 18.8 OD1 -1.5 - - - - 7.9 - - - 0D2 -1.5 - - - - 7.6 - - - GE -1.5 - - - - 18.3 101 -1.5 K=11.20 15.3 43.8 102 -1.5 K=11.20 12.5 39.6 103 -1.5 K=11.20 11.9 38.6 104 -1.5 K=11.20 13.5 41.1 105 -1.5 K=11.20 10.1 35.5 106 -1.5 K=11.20 9.3 34.2 107 -1.5 K=11.20 12.9 40.2 108 -1.5 K=11.20 7.1 29.9 109 -1.5 K=11.20 8.0 31.7 110 -1.5 K=11.20 6.9 29.4 111 -1.5 K=11.20 7.7 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 2 GARAGE 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: 1 395.1 5.850 PL 41.00 PF 0.7 SR2 0.0 SRCE 90.6 (N/A) 4.7 150 FTG 2ETG PE 0.0 BF3 0.0 0.0 90.0 0.0 0.005 TL 136.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BF3 0.0 0.0 90.0 0.0 14.0 psi, 395.1 gpm BF4 0.0 0.0 76.0 0.0 Pipe: 3 395.1 5.850 PL 10.00 PF 0.3 BF4 0.0 0.0 76.0 0.0 4.7 150 FTG 2E PE 0.0 DP2 0.0 0.0 75.7 0.0 0.005 TL 54.00 PV Pipe: 4 395.1 6.280 PL 6.50 PF 0.0 DP2 0.0 0.0 75.7 0.0 4.1 140 FTG ---- PE 0.9 SI2 -2.0 0.0 76.5 0.0 0.004 TL 6.50 PV Pipe: 5 395.1 4.310 PL 93.00 PF 6.3 S12 -2.0 0.0 76.5 0.0 8.7 120 FTG 5ET PE 0.0 BR2 -2.0 0.0 70.2 0.0 0.033 TL 190.57 PV Pipe: 6 395.1 4.310 PL 9.50 PF 1.9 BR2 -2.0 0.0 70.2 0.0 8.7 120 FTG ECG PE -3.9 TR2 7.0 0.0 64.4 0.0 0.033 TL 56.89 PV Pipe: 7 395.1 2.703 PL 11.50 PF 12.8 TR2 7.0 0.0 64.4 0.0 22.1 120 FTG ET PE 3.9 OA -2.0 0.0 55.5 0.0 0.323 TL 39.48 PV Pipe: 8 395.1 2.703 PL 14.75 PF 16.8 OA -2.0 0.0 55.5 0.0 22.1 120 FTG 4E PE -0.2 OB -1.5 0.0 38.5 0.0 0.323 TL 52.07 PV Pipe: 9 395.1 2.703 PL 36.00 PF 17.7 03 -1.5 0.0 38.5 0.0 22.1 120 FTG T PE 0.0 OC -1.5 0.0 20.8 0.0 0.323 TL 54.65 PV Pipe: 10 270.0 2.703 PL 12.57 PF 2.0 OC -1.5 0.0 20.8 0.0 15.1 120 FTG ---- PE 0.0 OD -1.5 0.0 18.8 0.0 0.160 TL 12.57 PV Pipe: 11 135.5 2.703 PL 12.00 PF 0.5 OD -1.5 0.0 18.8 0.0 7.6 120 FTG ---- PE 0.0 OE -1.5 0.0 18.3 0.0 0.045 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 2 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: 12 125.1 1.728 PL 5.00 PF 5.5 OC -1.5 0.0 20.8 0.0 17.1 120 FTG T PE 0.0 101 -1.5 11.2 15.3 43.8 0.340 TL 16.29 PV Pipe: 13 134.5 1.728 PL 5.00 PF 6.3 OD -1.5 0.0 18.8 0.0 18.4 120 FTG T PE 0.0 102 -1.5 11.2 12.5 39.6 0.389 TL 16.29 PV Pipe: 14 135.5 1.728 PL 5.00 PF 6.4 OE -1.5 0.0 18.3 0.0 18.5 120 FTG T PE 0.0 103 -1.5 11.2 11.9 38.6 0.394 TL 16.29 PV Pipe: 15 81.3 1.728 PL 12.00 PF 1.8 101 -1.5 11.2 15.3 43.8 11.1 120 FTG ---- PE 0.0 104 -1.5 11.2 13.5 41.1 0.153 TL 12.00 PV Pipe: 16 94.9 1.728 PL 12.00 PF 2.4 102 -1.5 11.2 12.5 39.6 13.0 120 FTG ---- PE 0.0 105 -1.5 11.2 10.1 35.5 0.204 TL 12.00 PV Pipe: 17 96.9 1.728 PL 12.00 PF 2.5 103 -1.5 11.2 11.9 38.6 13.3 120 FTG ---- PE 0.0 106 -1.5 11.2 9.3 34.2 0.212 TL 12.00 PV Pipe: 18 40.2 1.728 PL 14.00 PF 0.6 104 -1.5 11.2 13.5 41.1 5.5 120 FTG ---- PE 0.0 107 -1.5 11.2 12.9 40.2 0.042 TL 14.00 PV Pipe: 19 59.3 1.728 PL 14.00 PF 2.2 105 -1.5 11.2 10.1 35.5 8.1 120 FTG 2E PE 0.0 OD1 -1.5 0.0 7.9 0.0 0.086 TL 25.28 PV Pipe: 20 62.7 1.728 PL 14.00 PF 1.3 106 -1.5 11.2 9.3 34.2 8.6 120 FTG ---- PE 0.0 109 -1.5 11.2 8.0 31.7 0.095 TL 14.00 PV Pipe: 21 29.4 1.728 PL 12.00 PF 0.3 OD1 -1.5 0.0 7.9 0.0 4.0 120 FTG ---- PE 0.0 0D2 -1.5 0.0 7.6 0.0 0.023 TL 12.00 PV Pipe: 22 31.1 1.728 PL 12.00 PF 0.3 109 -1.5 11.2 8.0 31.7 4.2 120 FTG ---- PE 0.0 111 -1.5 11.2 7.7 31.1 0.026 TL 12.00 PV Pipe: 23 29.9 1.408 PL 3.40 PF 0.7 OD1 -1.5 0.0 7.9 0.0 6.2 120 FTG T PE 0.0 108 -1.5 11.2 7.1 29.9 0.065 TL 11.40 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 2 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: 24 29.4 1.408 PL 3.40 PF 0.7 0D2 -1.5 0.0 7.6 0.0 6.1 120 FTG T PE 0.0 110 -1.5 11.2 6.9 29.4 0.063 TL 11.40 PV NOTES (HASS): Calculations were performed by the HASS 8.4 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.133 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 22.1 ft/sec at pipe 9. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SR2 under full flow conditions is 101.66 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C MATERIAL: Dyna-Thread HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1l ChkViv BfyVlv GatViv AlmChk DPVlv NPTee 1.408 4.00 8.00 3.00 9.00 8.00 1.00 13.00 13.00 8.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 2 GARAGE PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngE1l ChkVlv BfyVlv GatVlv NPTee 5.850 22.00 46.00 14.00 49.00 15.00 5.00 46.00 PAGE: G MATERIAL: DynaFlow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngE1l ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.728 5.64 11.29 2.82 12.70 8.47 1.41 14.11 14.11 11.29 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 WATER SUPPLY ANALYSIS 120.0 GLOO 0 A U G E 80.0 P R E S S 60.0 U R E 40.0 p S i 20.0 -14.7 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 2 GARAGE WATER SUPPLY CURVE 108*\\\ I \\\ I \\\ I 0 \\\ 99+ \\\ I \\\ I * <95.4 psi @ 1020 gpm I Flow Test Point 90+ X 81+ P 72+ R I E I S I S 63+ U I R I E I 54+ ( I P I S I I 45+ ) I 36+ 27+ 18+ LEGEND I X = Required Water Supply I 90.65 psi @ 645.1 gpm 9+ I 0 = Available Water Supply 102.08 psi @ 645.1 gpm VV 0++-+---+--.---+-----+------+--------+--------+---------+-----------+ e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 GARAGE.SDF JOB TITLE: VISTA LA COSTA BLDG 2 GARAGE 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SR2 107.1 95.4 1019.6 106.5 208.6 105.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 208.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 108.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SR2 0.0 SOURCE 105.7 108.6 BF3 0.0 - - - - 105.7 BF4 0.0 - - - - 91.7 - - - DP2 0.0 - - - - 91.7 - - - S12 -2.0 - - - - 92.5 BR2 -2.0 - - - - 91.9 TR2 7.0 - - - - 86.8 - - - 1A 9.0 - - - - 80.8 - - - 18 9.0 - - - - 78.0 - - - 1C 9.0 - - - - 77.3 1D 9.0 - - - - 77.0 - - - 1E 9.0 - - - - 76.6 iF 9.0 - - - - 76.4 - - - 1G 9.0 - - - - 75.6 1H 9.0 - - - - 75.2 11 9.0 - - - - 74.4 2B 19.0 - - - - 67.7 2C 19.0 - - - - 67.7 - - - 2D 19.0 - - - - 67.7 2E 19.0 - - - - 67.6 2F 19.0 - - - - 67.6 2G 19.0 - - - - 67.6 2H 19.0 - - - - 67.6 2J 19.0 - - - - 67.5 3B 29.0 - - - - 58.7 - - - 3C 29.0 - - - - 45.9 3D 29.0 - - - - 45.4 3E 29.0 - - - - 44.7 3F 29.0 - - - - 44.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 3G 29.0 - - - - 51.0 3H 29.0 54.7 3J 29.0 - - - - 59.6 3K 29.0 - - - - 34.2 - - - 3L 29.0 - - - - 34.1 - - - 3M 29.0 - - - - 34.6 301 28.5 K= 4.90 32.0 27.7 302 28.5 K= 4.90 29.6 26.7 303 28.5 K= 4.90 27.3 25.6 304 28.5 K= 4.90 34.1 28.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT 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: 1 108.6 5.850 FL 41.00 PF 0.1 SR2 0.0 SRCE 105.7 (N/A) 1.3 150 FTG 2ETG PE 0.0 BF3 0.0 0.0 105.7 0.0 0.000 TL 136.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE BF3 0.0 0.0 105.7 0.0 14.0 psi, 108.6 gpm BF4 0.0 0.0 91.7 0.0 Pipe: 3 108.6 5.850 PL 10.00 PF 0.0 BF4 0.0 0.0 91.7 0.0 1.3 150 FTG 2E PE 0.0 DP2 0.0 0.0 91.7 0.0 0.000 TL 54.00 PV Pipe: 4 108.6 6.280 FL 6.50 FE' 0.0 DP2 0.0 0.0 91.7 0.0 1.1 140 FTG ---- PE 0.9 SI2 -2.0 0.0 92.5 0.0 0.000 TL 6.50 PV Pipe: 5 108.6 4.310 PL 93.00 PF 0.6 S12 -2.0 0.0 92.5 0.0 2.4 120 FTG 5ET PE 0.0 BR2 -2.0 0.0 91.9 0.0 0.003 TL 190.57 PV Pipe: 6 108.6 2.703 FL 9.50 PF 1.2 BR2 -2.0 0.0 91.9 0.0 6.1 120 FTG ECG PE -3.9 TR2 7.0 0.0 86.8 0.0 0.030 TL 42.14 PV Pipe: 7 108.6 1.598 PL 6.20 PF 5.1 TR2 7.0 0.0 86.8 0.0 17.4 150 FTG 2L PE -0.9 1A 9.0 0.0 80.8 0.0 0.254 TL 20.20 PV Pipe: 8 82.0 1.101 PL 3.00 PF 2.8 1A 9.0 0.0 80.8 0.0 27.6 150 FTG ---- FE 0.0 lB 9.0 0.0 78.0 0.0 0.926 TL 3.00 PV Pipe: 9 15.5 1.101 FL 18.00 PF 0.8 lB 9.0 0.0 78.0 0.0 5.2 150 FTG ---- FE 0.0 1C 9.0 0.0 77.3 0.0 0.042 TL 18.00 PV Pipe: 10 6.1 1.101 FL 27.00 PF 0.3 1C 9.0 0.0 77.3 0.0 2.0 150 FTG LB FE 0.0 1D 9.0 0.0 77.0 0.0 0.007 TL 37.00 PV Pipe: 11 6.1 1.101 PL 51.00 PF 0.4 1D 9.0 0.0 77.0 0.0 2.0 150 FTG B FE 0.0 1E 9.0 0.0 76.6 0.0 0.007 TL 56.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT 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 6.1 1.101 PL 24.50 PF 0.2 1E 9.0 0.0 76.6 0.0 2.0 150 FTG B PE 0.0 IF 9.0 0.0 76.4 0.0 0.007 TL 29.50 PV Pipe: 13 15.5 1.101 FL 17.75 PF 0.8 IF 9.0 0.0 76.4 0.0 5.2 150 FTG ---- PE 0.0 1G 9.0 0.0 75.6 0.0 0.042 TL 17.75 PV Pipe: 14 -9.4 1.101 PL 48.75 PF 0.9 IF 9.0 0.0 76.4 0.0 3.2 150 FTG B FE 0.0 1C 9.0 0.0 77.3 0.0 0.017 TL 53.75 PV Pipe: 15 15.5 1.101 PL 5.00 PF 0.4 1G 9.0 0.0 75.6 0.0 5.2 150 FTG B FE 0.0 1H 9.0 0.0 75.2 0.0 0.042 TL 10.00 PV Pipe: 16 42.1 1.394 FL 3.00 PF 0.8 1H 9.0 0.0 75.2 0.0 8.8 150 FTG L PE 0.0 1J 9.0 0.0 74.4 0.0 0.085 TL 9.00 PV Pipe: 17 -26.6 1.101 PL 44.00 PF 5.6 1H 9.0 0.0 75.2 0.0 8.9 150 FTG B PE 0.0 1A 9.0 0.0 80.8 0.0 0.115 TL 49.00 PV Pipe: 18 66.5 1.394 FL 12.00 PF 6.0 lB 9.0 0.0 78.0 0.0 14.0 150 FTG 3L FE -4.3 2B 19.0 0.0 67.7 0.0 0.199 TL 30.00 PV Pipe: 19 42.1 1.394 FL 12.00 PF 2.6 1J 9.0 0.0 74.4 0.0 8.8 150 FTG 3L PE -4.3 2J 19.0 0.0 67.5 0.0 0.085 TL 30.00 PV Pipe: 19A 4.5 1.394 FL 15.20 PF 0.0 2B 19.0 0.0 67.7 0.0 1.0 150 FTG B FE 0.0 2C 19.0 0.0 67.7 0.0 0.001 TL 21.20 PV Pipe: 20 1.8 1.101 FL 27.00 PF 0.0 2C 19.0 0.0 67.7 0.0 0.6 150 FTG LB PE 0.0 2D 19.0 0.0 67.7 0.0 0.001 TL 37.00 PV Pipe: 21 1.8 1.101 PL 51.00 PF 0.0 2D 19.0 0.0 67.7 0.0 0.6 150 FTG B FE 0.0 2E 19.0 0.0 67.6 0.0 0.001 TL 56.00 PV Pipe: 22 1.8 1.101 FL 24.50 PF 0.0 2E 19.0 0.0 67.6 0.0 0.6 150 FTG B FE 0.0 2F 19.0 0.0 67.6 0.0 0.001 TL 29.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/24/2013 C:\1-IASS84\05101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT 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: 23 4.5 1.394 PL 17.75 PF 0.0 2F 19.0 0.0 67.6 0.0 1.0 150 FTG ---- PE 0.0 2G 19.0 0.0 67.6 0.0 0.001 TL 17.75 PV Pipe: 24 -2.8 1.101 PL 48.75 PF 0.1 2F 19.0 0.0 67.6 0.0 0.9 150 FTG B PE 0.0 2C 19.0 0.0 67.7 0.0 0.002 TL 53.75 PV Pipe: 25 4.5 1.394 FL 5.00 PF 0.0 2G 19.0 0.0 67.6 0.0 1.0 150 FTG B PE 0.0 2H 19.0 0.0 67.6 0.0 0.001 TL 11.00 PV Pipe: 26 8.3 1.394 PL 3.00 PF 0.0 2H 19.0 0.0 67.6 0.0 1.7 150 FTG L FE 0.0 2J 19.0 0.0 67.5 0.0 0.004 TL 9.00 PV Pipe: 27 -3.7 1.101 PL 48.00 PF 0.2 2H 19.0 0.0 67.6 0.0 1.3 150 FTG B PE 0.0 2B 19.0 0.0 67.7 0.0 0.003 TL 53.00 PV Pipe: 28 58.3 1.394 PL 12.00 PF 4.7 2B 19.0 0.0 67.7 0.0 12.2 150 FTG 3L FE -4.3 3B 29.0 0.0 58.7 0.0 0.156 TL 30.00 PV Pipe: 29 50.3 1.394 FL 12.00 PF 3.6 2J 19.0 0.0 67.5 0.0 10.6 150 FTG 3L FE -4.3 3J 29.0 0.0 59.6 0.0 0.119 TL 30.00 PV Pipe: 30 58.3 1.101 FL 16.00 PF 12.8 3B 29.0 0.0 58.7 0.0 19.6 150 FTG 2L FE 0.0 30 29.0 0.0 45.9 0.0 0.492 TL 26.00 PV Pipe: 31 8.2 1.101 PL 27.00 PF 0.5 30 29.0 0.0 45.9 0.0 2.8 150 FTG LB FE 0.0 3D 29.0 0.0 45.4 0.0 0.013 TL 37.00 PV Pipe: 32 8.2 1.101 FL 51.00 PF 0.7 3D 29.0 0.0 45.4 0.0 2.8 150 FTG B PE 0.0 3E 29.0 0.0 44.7 0.0 0.013 TL 56.00 PV Pipe: 33 8.2 1.101 FL 24.50 PF 0.4 3E 29.0 0.0 44.7 0.0 2.8 150 FTG B FE 0.0 3F 29.0 0.0 44.3 0.0 0.013 TL 29.50 PV Pipe: 34 -50.3 1.101 FL 17.75 PF 6.7 3F 29.0 0.0 44.3 0.0 17.0 150 FTG ---- FE 0.0 3G 29.0 0.0 51.0 0.0 0.375 TL 17.75 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT 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: 35 -50.3 1.101 PL 5.00 PF 3.8 3G 29.0 0.0 51.0 0.0 17.0 150 FTG B PE 0.0 3H 29.0 0.0 54.7 0.0 0.375 TL 10.00 PV Pipe: 36 -50.3 1.101 PL 3.00 PF 4.9 3H 29.0 0.0 54.7 0.0 17.0 150 FTG 2L PE 0.0 31 29.0 0.0 59.6 0.0 0.375 TL 13.00 PV Pipe: 37 58.5 1.101 PL 15.50 PF 10.2 3F 29.0 0.0 44.3 0.0 19.7 150 FTG B PE 0.0 3K 29.0 0.0 34.2 0.0 0.496 TL 20.50 PV Pipe: 38 30.8 1.101 PL 0.75 PF 0.1 3K 29.0 0.0 34.2 0.0 10.4 150 FTG ---- PE 0.0 3L 29.0 0.0 34.1 0.0 0.151 TL 0.75 PV Pipe: 39 -21.5 1.101 PL 7.00 PF 0.5 3L 29.0 0.0 34.1 0.0 7.2 150 FTG ---- PE 0.0 3M 29.0 0.0 34.6 0.0 0.078 TL 7.00 PV Pipe: 40 -50.1 1.101 PL 25.50 PF 11.3 3M 29.0 0.0 34.6 0.0 16.9 150 FTG B PE 0.0 3C 29.0 0.0 45.9 0.0 0.372 TL 30.50 PV Pipe: 41 27.7 1.101 PL 9.00 PF 2.4 3K 29.0 0.0 34.2 0.0 9.3 150 FTG LB PE 0.2 301 28.5 4.9 32.0 27.7 0.124 TL 19.00 PV Pipe: 42 52.3 1.101 PL 1.60 PF 4.7 3L 29.0 0.0 34.1 0.0 17.6 150 FTG 2B PE 0.2 302 28.5 4.9 29.6 26.7 0.402 TL 11.60 PV Pipe: 43 25.6 1.101 PL 11.50 PF 2.3 302 28.5 4.9 29.6 26.7 8.6 150 FTG 2L PE 0.0 303 28.5 4.9 27.3 25.6 0.107 TL 21.50 PV Pipe: 44 28.6 1.101 PL 0.50 PF 0.7 3M 29.0 0.0 34.6 0.0 9.6 150 FTG B PE 0.2 304 28.5 4.9 34.1 28.6 0.132 TL 5.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 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 0.067 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 27.6 ft/sec at pipe 8. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SR2 under full flow conditions is 106.48 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 PAGE: E MATERIAL: PVC200 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 5.850 22.00 46.00 14.00 49.00 15.00 5.00 46.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 1.394 2.00 6.00 6.00 1.00 1.00 11.00 3.00 1.598 2.00 7.00 8.00 1.00 1.00 14.00 3.00 PAGE: G MATERIAL: DynaFiow HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkViv BfyVlv GatViv AimChk DPViv NPTee 2.703 9.33 18.65 6.22 21.76 10.88 1.55 15.54 15.54 18.65 4.310 13.94 27.87 8.36 30.66 16.72 2.79 27.87 27.87 27.87 10 0 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT N 0 0 0 0 ci 0 c c IN 0 0 W IN H (DCx) IDIDErDU)Cl)I1 -0Cfl-H--- S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT WATER SUPPLY CURVE 108*\\\ 0 \\\ I \\\ I \\\ 99+ \\\ I \\\ I * <-95.4 Psi @ 1020 gpm I Flow Test Point 90+ 81+ P 72+ R I E S I S 63+ U I R I E I 54+ ( I P S I I 45+ ) I 36+ 27+ 18+ LEGEND I X = Required Water Supply I 105.75 psi @ 208.6 gpm 9+ I 0 = Available Water Supply I 106.48 psi @ 208.6 gpm --------+------+--------+--------+---------+-----------+ I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 10/24/2013 C:\HASS84\C5101 VISTA LA COSTA BLDG 2 3RD FLOOR UNIT.SDF JOB TITLE: VISTA LA COSTA BLDG 2 3RD FLOOR UNIT 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) - INNOVATIVE <xw =o FIRE PROTECTION, INC. imp U 0 ED fl CARLSBAD FIRE DEPARTMENT 7541, 7543 5 7547 GIBRALTAR ST. CARLSBAD, CA 92009 RESIDENTIAL NFPA 13 lip AS130193 7541 GIBRALTAR ST BLDG 1 AS130194 7543 GIBRALTAR ST BLDG 2/3 ]).fl 1 ye cell eview_d r ilpparl)l C(1lplllti1C° vith the iuw applicable and aridarli, Ill aCt Iii thy IClittit The oneet yIlrtCtrm' ilt,e the ev:W to tppltl ol iii ,Itettt lee .1 huodiite tie eynrlss wdet lid that a a oil eves the a sir 0 toot at: ti or itt 55 e:tt'ttteei or atititeCl iii "llo rettttltiii\ br lt1l S ttl'ataticc With 01111 C11011iltlli Sl:Ittli ti. iitctudiiti lie beddIttg ytekor hr wv cc ,t5ihi11s t 1 dcl Ca5C es. errors tilliSsllltls tIC ti:giICitlC ii p0 WhCtitCf 01 lilt! itillerl It! iltt !tiViClV Llait /.4/(7 R5vtcae U )MMEN!) (orl\1i;b) AiiR( )'.'Ab.. ,•\it (il i -I) 8779 Cottonwood Ave., Ste. 101 - Santee, CA 92071 - TEL: 619.593.8200 • FAX: 619.593.9133 ifpinc net - CA License #0.16.711148 :. • .: Pro Link Engineering, Inc. Fire Flow Test Worksheet Customer; Innovative Fire Protection. Test Date; July 30, 2013. Operator: Jed Spicer CA. Contractor Lic # A 854967 JW 0 Wj a, tsaw" DHS Treatment Operator Lic # 26072 DHS Distribution Operator Lic # 37638 SBA Certification #41968 Fire hydrant flow calculations and formula for actual flow vs. desired flow at 20 PSIG residual pressure at Fire Hydrant #1 Q_R = flow available at desired residual pressure Q_F = flow during test h_r = pressure drop to desired residual pressure hj = pressure drop during test - QR - QF X (h 54+h 54) I i— QR= 3051.8518 Obtainable flow rate at residual pressure of 20 PSIG using the above equation QF= 1019 Flow measured during the test hr = 119-20=99 Pressure drop to the desired residual pressure of 20 PSIG hf= 119-106=13 Pressure drop during the test Equipment used Pollardwater LPD-250 diffuser with pitot. Reading on pitot at full flow 45.0 psi Field calculation Square root of 45.0 PSIG on pitot = 6.7082039 X 152 = 1019.6469 GPM Static Pressure 119.0000 20.0000 Desired Pressure Pitot Reading 45.0000 Static Pressure 119.0000 106.0000 Residual Pressure Square Root of pitot reading 6.7082 QF (below) QF (below) GPM = 1019.6470 1019.6470 0000 1019.6470 13.0000 QF (below) QR (below) 10196470 11.9576 . 3051 8518 Hence; 3051.8518 3.9951 GPM =QR Reference NFPA25, Chapter 7.2.2.5, 7.3.2, 7.3.2.1, 7.3.2.2, AWWA Manual M-17, Fourth Edition Note; Static Pressure at Hydrant #1; 119 PSIG, Static & Residual Pressures at Hydrant #2; 119 /106 PSIG. Operator on test Jed H. Spicer, Pro Link Engineering, Inc. 619-659-8995 PH Customer Innovative Fire Protection, Inc. 8779 Cottonwood Ave, Ste. 101, Santee, CA 92071 Site contact Rob or Beth, Phone 619-593-2605 Site address 7541 Gibraltar St., Carlsbad, CA Pipeline Description N/A Hydrant Brand Clow 2050 Hydrant Model N/A Hydrant Size(s) 6.00' barrel, two port; I @ 2.50"; 1 @ 4.00" Stem and nozzles N/A Threads and caps N/A Physical protection N/A Access Access is un obstructed Nozzle elevations N/A Identification N/A Gate Valve N/A - :s-u tC./L Pro Link Engineering, Inc. 619-659-8995 prolinkwater@cox.net 3014 Holly Road Alpine, CA 91901 Carlsbad Municipal Water District Potable Water Discharge Event Report Date: Location: Reason for Discharge Event: Type of Event. Initial Dewatering Water Mains Ji'LLk. Note: Includes flow testing and flushing Dewatering Water Mains Unscheduled Water Discharge tulk Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharged water. _!/k Estimated Discharge Flow: _J-1- GPM 016 Start Time End Time Pre-Dechiorination Residual: Qô Post-Dechlorination Residual: (Less than 0.1 mg/L) PH within limits of 6.0 and 9.0 Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediments or silted areas are cleared. Water Sampling Performed by: - Comments: Submitted by: Reviewed by: / (Name & Date) (Name & Date) I. Flow Test Record I I Location 751 111- g1jYta C4- oO9 Hydrant .11) No. Size Main U i'-'I Static. 11 Residual I Pressure Drop.. I 3PDI 1). KfactorforpDi I I Flow Hydrant(s) Hydrant I locationI1I'1SJ pttr1Lfl - Hydrant 2 location 60 12... 6 , ,L4-t-mç ç /L.o1i é12-i'f I Hydrant 3 location Hydrant I Pitot 93_PSI GPM:/OI j Size of Orifice— _5O I Hydrant 2 Pitot PSI GPM: Size of Orifice__________ Hydrant 3 Pitot PSI GPM: Size of Orifice.__________ • Totai:_JOJ I : Calculated test and flow data - 0_xPD2k =Q2 PDI*k I . Static:..................... Desired Residual.......20 Pressure Drop (PD 2).. 79_........ _........................ K factor PD 2: 00) I //q x (?9)___divided by (i3 equals 3 OI.aPM at 20 psi residual Q PD2k PD1k Q2 I Comments:___________________________________________________________________ I Test conducted for: I /$,,,, v4-riV6 dC/IZ I _________cj(7,ti&c&' 4-tie, 55 i-a' I'7C,Ck 92..?-I I Conducted by:I _____sO ,'t L—: 44tZ ¶L 4 &' '1t I 1k1C I Date: Time:?;06 I J s-'— I CUSTOMER: Innovative Fire Protection, Inc. Ii SITE LOCATION: 7541 Gibraltar St., Carlsbad, CA 92009 TEST Flow Test DESCRIPTION: Hydrant flow test for new development of Vista La Costa Condos CAPACITY OF MAIN N/A I r I i X I I ( -x SOURCE OF H20 Hydrant across from 7541 Gibraltar FIELD FLOW RATE 1019 GPM CALCULATED FLOW 3051.85 GPM U= PSI residual DATE OF TEST 7/30/2013 DATE OF BAC-T N/A SAMPLE POINT Static Resid. Delta F.H.#1 119 106 13 F.H.#2 119 106 13 - RO LINK ENGINEERING INC. FIELD HYDRANT FLOW TEST REPOR1 ____held Works eet Back MATERIALS Main valve body Access covers Coatings Internals Fasteners Elastomers Polymers Springs Sensing line Ductile Iron ASTM A 536 Grade 4 Ductile Iron ASTM A 536 Grade 4 FDA Approved fusion epoxy finish Stainless steel, 300 Series NORYLTM, NSF Listed Stainless Steel, 300 Series EPDM (FDA approved) Buna Nitnle (FDA approved) NORYLTh', NSF Listed Stainless steel, 300 series Stainless steel, braided hose D DIMENSIONS & WEIGHTS (do not include pkg.) Attention: Model 375DA (flange body) and Model 375ADA (grooved body) have different lay lengths. Relief Valve discharge port: 2 1/2" -6"- 2.75 sq. in. 8"-10" - 3.69sq.in. SPECIFICATION SUBMITTAL SHEET FEATURES Sizes: U 2 1/2" U 3" LI 4" U 6" U 8" U 10" Maximum working water pressure 175 PSI Maximum working water temperature 140°F Hydrostatic test pressure 350 PSI End connections (Grooved for steel pipe) AWWA C606 (Flanged) ANSI B16.1 Class 125 OPTIONS (Suffixes can be combined) U - with OS & Y gate valves (standard) U L - less shut-off valves (flanged body connections) U LM - less water meter U - with remote reading meter U - with gpm meter (standard) U CFM - with cu ft/min meter U G - with groove end gate valves U FG - with flanged inlet gate connection and grooved outlet gate connection U MS - with Integral Relief Valve Monitor Switch U P1 - with Post Indicator Gate Valve (3-10") ACCESSORIES U Air gap (Model AG) U Repair kit (rubber only) U Thermal expansion tank (Model WXTP) U OS & Y Gate valve tamper switch (OSY-40) U QT-SET Quick Test Fitting Set U Test Cock Lock (Model TCL24) APPLICATION Designed for installation on potable water lines in fire protection systems to protect against both backsiphonage and backpres- sure of contaminated water into the potable water supply. The Model 375DA shall provide protection where a potential health hazard exists. Incorporates metered by-pass to detect leaks and unauthorized water use. STANDARDS COMPLIANCE (Unless otherwise noted, applies to sizes 21/2" thru 10") ASSE® Listed 1047 (2 1/2" thru 8") UL® Classified CSA® Certified (4" & 6") C-UL® Classified FM® Approved NYC MEA 218-01-M VOL 3 Approved by the Foundation for Cross Connection Control and Hydraulic Research at the University of Southern California DIMENSION (approdmate) WEIGHT MODEL 375DA SIZE A B LESS GATE VALVES (S D E OS&Y OPEN E OS&Y CLOSED F LESS GATE VALVES NTH OS&Y GATE VALVES 21/2 65 1 31 787 157/8 403 71/4 184 9 229 163/8 416 137/8 352 91/2 241 83/8 213 75 34 185 84 3 80 32 813 157/8 403 71/4 184 9 229,187/8 479 155/8 397 91/2 241 83/8 213 78 35.4 208 94.4 4 100 37 5/8 956 191/2 495 8 203 9 229 223/4 578 181/4 464 11 279 71/4 184 116 52.7 306 138.9 6 150 44 3/4 1137 231/2 597 10 4 101/2 267 301/8 765 233/4 603 123/8 314 91/4 235 194 88 494 224.3 8 200 603/4 1543 373/4 959 11 9 f 151/2 394 373/4 959 291/4 743 153/8 391 163/4 426 382 173.4 858 390 10 250 633/4 1619 373/4 959 11 279 151/2 394 453/4 1162 353/8 899 153/8 391 16314 426 412 187 1230 558.4 E Page 1 of 2 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 112 Phone:905-405-8272 Fax:905-405-1292 Product Support Help Line: 877-BACKFLOW (877-222-5356) • Website: http://www.zurn.com U) U U) 0 -J 15 D o 10 FLOW CHARACTERISTICS MODEL 375DA 2 1/2", 3" & 4" (STANDARD & METRIC) FLOW RATES (us) 0.0 12.6 25.2 37. 20 U) U) 9 15 0 200 400 600 FLOW RATES (GPM) MODEL 375DA 6",8" & 10" (STANDARD & METRIC) FLOW RATES (us) 0.0 63.1 126.2 189.3 50.5 I 138 103 9 Ljj 69 34 W 800 252.4 13e U) 103 9 69 C1) 34 g of 0 0. 4000 -.---------==.- 0 1000 2000 3000 FLOW RATES (GPM) <>Rated Flow (Established by approval agencies) TYPICAL INSTALLATION Local codes shall govern installation requirements. To be installed in accordance with the manufacturer's instructions and the latest edition ofthe 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. PROTECTIVE OUTDOOR INSTALLATION Capacity thru Schedule 40 Pipe (GPM) Pipe size 5ftlsec 7.5ft/sec lOft/sec 15ft/sec 2 1/2" 75 112 149 224 115 173 230 346 198 298 397 595 6" 450 675 900 1351 8" 780 1169 1559 2339 10" 1229 1843 2458 3687 12' 1763 1 2644 3525 5288 INDOOR INSTALLATION SPECIFICATIONS The Reduced Pressure Detector Backflow Prevention Assembly shall be ASSE® Listed 1047, and supplied with full port OS & V gate valves. The main body and access cover shall be epoxy coated ductile iron (ASTM A 536 Grade 4), the seat ring and check valve shall be NORYL, the stem shall be stainless steel (ASTM A 276) and the seat disc elastomers shall be EPDM. The checks and the relief valve shall be accessible for maintenance without removing the device from the line. The Reduced Pressure Detector Backflow Prevention Assembly shall be a WILKINS Model 375DA. 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: 877-BACKFLOW (877-222-5356) Website: http://Www.zurn.com Page 2 of 2 ivioaei JL11 Z uprigni (R7326) - Link Bulletin 173 Rev. C R liabl Model JL1 12 & J112 - Uptight ii"wi'. iJ 11'7;1 VA t aLl. 03 C CD C) (2 C-) Model JL112 &J112 ECLH/ECOH Upright (SIN R7326 - Link and RA7326 - Bulb) Quick Response for Light Hazard (16' x 16'(4.9m x 4.9m), 18'x 18'(5.5m x 5.5m) and 20' x 20' (6.1m x 6.l m) spacing) Quick Response for Ordinary Hazard (12' x 12' (3.7m x 3.7m) and 14' x 14' (4.3m x 4.3m) spacing) Standard Response for Ordinary Hazard (16'x 16' (4.9m x 4.9m), 18'x 18'(5.5m x 5.5m) and 20' x 20' (6.1m x 6.l m) spacing) Features Extended Coverage Ordinary Hazard and Light Hazard protection to 400 ft' (37.2 m2) per sprinkler. Nominal K = 11.2(160). Available in brass, chrome and polyester coated finishes. For applications as per NFPA 13. Approvals Organizations Underwriters Laboratories, Inc. (UL) Underwriters Laboratories of Canada (cULus) NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic and Open Extended Coverage Sprinklers-Ordinary Hazard Occupancy UL Guide Num- ber - VNlV. The Reliable Model JL112 and J112 sprinkler are Ex- tended Coverage Sprinklers for use in Ordinary Hazard 1 and 2 occupancies with a coverage area of up to 400 square feet (37.2m2) per sprinkler. For all light hazard applications it is a Quick Response sprinkler. For ordinary hazard applications, it is a Standard Response sprinkler when the spacing is 16' x 16' (4.9m x 4.9m) and larger. When the spacing is 12' x 12' (3.7m x 3.7m) or 14' x 14' (4.3m x 4.3m), the sprinkler is Quick Response for ordinary hazard applications. The use of ECLH/ECOH sprinklers can provide lower in- stallation costs by requiring fewer sprinklers, less piping and reduced labor. ECLH/ECOH sprinklers are to be installed according to the design criteria shown in this bulletin, NFPA 13, and all other local codes and ordinances. Flows and pressures as shown on pages 2 and 3 of this bulletin, must be used for the appropriate spacing and for the designated hazard classifications. This ECLH/ECOH sprinkler is available in various fin- ishes, which includes a white polyester corrosion resistant finish. SIN RA7326 is Corrosion Resistant with White Polyester Coating. ivioaei ini z uprigni (RA7326) - Bulb Design Criteria Reliable Model JL112 & J112 ECLH/ECOH sprinklers shall only be used in systems designed and installed in accordance with NFPA 13 and all other local codes and ordinances. The following design criteria also apply: Minimum sprinkler spacing is 8 ft (2.44m). Sprinklers have a minimum flow requirement for each spacing as shown in the Flow Requirements Table on the reverse side. Sprinklers are only to be used in systems hydraulically designed per NFPA 13. Deflector to commodity clearance shall be a minimum of 18 in (457mm). ECOH sprinklers shall be installed in unobstructed constructions as defined in NFPA 13. For open web truss construction web thickness is not to exceed 1 inch (25.4mm). ECOH sprinklers which are installed above the bottom of a horizontal obstruction, shall have their deflectors located as shown in the Obstruction Table on page 3. Sprinklers can be installed under a sloping ceiling not exceeding 2 inches (50.8mm) of rise in 12 inches (305mm). Maximum working pressure is 175 psi (12.07bar) at the sprinkler. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Sprinkler Model Specifications Temperature Max. Maximum Maximum Sprinkler Model Type Rating Ceiling Sprinkler Coverage THD Approvals Temp. Spacing Area Size OF °C OF °C ft (m) ft2 (M2) JL1 12 ECLH/ECOH- R7326 Link/Upright 165 212 74 100 100 150 38 66 20(6.1) 400 (37.2) 34"NPT JL112 ECLH/ECOH- 87326 Link/Upright J1 12 ECLH/ECOH- RA7326 Bulb/Upright 155 200 68 93 100 150 66 20(6.1) 400(37.2) (19mm) 1,2 J112ECLH/ECOH-RA7326 Bulb/Upright Flow Requirements - Light Hazard - Quick Response Spacing ft (m) Coverage Area ft2 (m2) Flow gpm (1pm) Pressure psi (bar) "K" Factor US Metric 16 x 16(4.9 x 4.9) 256 (23.8) 30(113.6) 7.2 (0.5) 11.2 12.8(0.9) 160.0 18 x 18(5.5 x 5.5) 324(30.1) 33(124.9) 8.7 (0.6) 20 x 20(6.1 x 6.1) 400 (37.2) 40(151.4) Flow Requirements - Ordinary Hazard - Standard Response Ordinary Hazard 1 Ordinary Hazard 2 0.15 gpm/ft2 (6.1 Llminfm2) 0.20 gpm/ft2 (8.1 11mm/rn2) Spacing Coverage "K" Factor ft (rn) Area Density Density Flow I Pressure Flow Pressure US Metric ft2 (m2) gpm (Lpm) psi (bar) gpm (1pm) psi (bar) 16x 16(4.9x4.9) 256(23.8) 39(147.6) 12.1 (0.8) 51(193.0) 20.7(1.4) 11.2 51.0 (3.5) 160.0 18 x 18(5.5 x 5.5) 324(30.1) 49(185.5) 19.1 (1.3) 65 (246.0) 33.7 (2.3) 20x20(6.1 x6.1) 400(37.2) 60(227-1) 28.7 (2.0) 80 (302.8) Flow Requirements - Ordinary Hazard - Quick Response Ordinary Hazard 1 Ordinary Hazard 2 0.15 gpm/ft2 (6.1 L/min/m2) 0.20 gpm/ft2 (8.1 L/min/m2) Spacing Coverage "K" Factor ft (m) Area Density Density Flow Pressure Flow Pressure US I Metric ft2 (m2) gpm (Lpm) psi (bar) gpm (Lpm) psi (bar) 14 x 14(4.3 x 4.3) 196(18.2) 30 (113.6) I 7.2 (0.5) 39 (147.6) 12.1 (0.8) 11.2 I 160.0 12 x 12(3.7 x 3.7) 144(13.4) I I I I I I I 2. Ji Wrench - .i-' ;••-• c. - Model Ji Sprinkler Wrench Use Model Ji Wrench for JLll2&J112 ECLH/ECOH Upright Sprinkler Removal and Installation Finishes Sprinkler Finishes Sprinkler Bronze Chrome White Polyester Coated Ordering Information Sprinkler Model Temperature Rating Finish Corrosion Resistant Bulb I J1 12 ECLH/ECOH I oc I 155 68 200 93 Minimum Flow Requirements For Earlier Editions of NFPA 13 - FOR REFERENCE ONLY NFPA13 -1991 Requirements NFPA13 - 1989 Requirements "K" Factor Ordinary Hazard 1 Ordinary Hazard 2 Ordinary Hazard 1 Ordinary Hazard 2 Ordinary Hazard 3 0.15 gpm1ft2 0.20 gpmlft2 0.16 gpmlft2 0.19 gpm/ft2 0.21 gpmfft2 Spacing Coverage (6.1 LIminlm2) (8.1 1/min/m2) (6.5 L/min/m2) (7.7 LIminfm2) (8.6 Llminlm2) ft (m) Area Density Density Density Density Density US Metric ft2 (m2) Flow Pressure FFlow gpm Pressure Flow Pressure Flow Pressure Flow Pressure gpm psi L pm, psi gpm psi gpm psi gpm psi (bar) (Lpm) (bar) (bar) (Lpm) (bar) (Lpm) (bar) (Lpm) 14 x 14 196 30.2 7.0 39.2 11.9 31.4 7.6 37.3 10.7 41.2 13.0 and less (18.2) (114.3) (0.48) (148.3) (0.82) (118.8) (0.52) (141.2) (0.74) (155.9) (0.90) 16x 16 256 38.4 11.4 51.2 20.2 41.0 12.9 48.7 18.2 53.8 22.3 (4.9x4.9) (23.8) (145.3) (0.79) (193.8) (1.39) (155.2) (0.89) (184.3) (1.26) (203.6) (1.54) 11.4 164.4 18 x 18 324 48.6 18.2 64.8 32.3 51.9 20.7 61.6 29.2 68.0 35.7 (5.5x5.5) (30.1) (184.0) (1.24) (258.9) (2.23) (196.4) (1.43) (233.2) (2.01) (257.4) (2.46) 20x20 400 60.0 27.7 80.0 49.3 64.0 31.5 76.0 44.5 84.0 54.3 (6.1 x6.1) (37.2) (227.1) (1.91) (302.8) (3.40) (242.2) (2.17) (287.7) (3.07) (317.9) (3.75) 3. Fig. 1 Installation Reauirements for Under Concrete Tees - cULus The stems of the concrete tee construction must be spaced at less than 7.5 feet (2.3m) on center but more than I 3 feet (0.9m) on center. The depth of the concrete tees must not exceed 30 inches (762mm). The maximum permitted concrete tee length is 32 feet (9.8m); however, where the concrete tee length exceeds 32 feet (9.8m), non-combustible baffles, equal in height to the depth of the tees, can be installed so that the longitudinal space I between the tees does not exceed 32 feet (9.8m) in length. The sprinkler deflectors are to be located in a horizontal plane at or above 1 inch (25.4mm) below the bottom of the concrete tee stems. I . When the sprinkler deflectors are located higher than a horizontal plane 1 inch (25.4mm) beneath the bottom of the concrete tee stems, the obstruction to sprinkler discharge criteria requirements of NFPA13 for extended coverage upright sprinkler applies. Location of Deflector to Horizontal Obstruction Maximum Allowable Distance Distance from Sprinkler Deflector Above Bottom of to Side of Obstruction Obstruction Lessthan 1 ..................................................................... 0" (Less than 0.305m .............. . ... .. ...... .. .... .. ........ . ........ 0mm) 1' to less than 1-6 ......................................................... 0" (0.305m to less than 0.305m - 152.4mm .................. 0mm) 1-6' to less than 2'.......................................................1" (0.305m - 152.4mm to less than 0.61m ............... 25.4mm) 2'to less than 2'-6.........................................................1" (0.61m to less than 061m - 152.4mm..................25.4mm) 2-6' to less than 3'.......................................................1' (0.61m - 152.4mm to less than 0.915m ............... 25.4mm) 3' to less than 3'- 6'........................................................3" (0.915m to less than 0.915m - 152.4mm.............76.2mm) - 6" to less than 4'.......................................................4" (0.915m - 152.4mm to less than 1.22m ............101 .6mm) to less than 4' -6 ......................................................... 5" (1.22m to less than 1.22m- 152.4mm..................127mm) 4'- 6" to less than 5' .......................................................7" (1.22m- 152.4mm to less than 1.525m ............177.8mm) 5'to less than S' -6" ......................................................7" (1.525m to less than 1.525m - 152.4mm...........177.8mm) 5'-6"to less than 6 ' 7" (1.525m - 152.4mm to less than 1.83m ............177.8mm) to less than 6' - 6".......................................................9" (1.83m to less than 1.83m - 152.4mm...............228.6mm) 6'-6" to less than 7' ....................................................11" (1.83m - 152.4mm to less than 2,135m ............279.4mm) and greater ..............................................................14" (2.135m and greater .........................................355.6mm) Solder Link Bulb Classification OF °C Link Color Classification OF °C Bulb Color Ordinary 165 74 Black** Ordinary 155 68 Red *Intermediate 212 100 White Intermediate 200 93 Green * Ordinary Hazard only. ** 165°F chrome plated and white painted sprinklers will contain a white painted solder link. The equipment presented in this bulletin is to be installed in accordance with the latest published 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 90 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. Ack Recycled R • (800)431-1588 Sales Offices Paper elia U I (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 08/12 P/N 9999970311 I F1 Res 49, 58 & 76 Fl Res 49,58&76 Recessed Pendent! Fl Recessed Pendent / FR Ft Res 49, 58 & 76 El Res 44&58 CCP Pendent Recessed HSW/F2 Fl Res 44 SWC Bulletin 176 Rev, A Model Fl Residential Sprinklers for Design Density of .10 gpm/ft2 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/lf Types: I. F1 Res 49Pendent 2, Fl Res 49 Recessed Pendent/F1 Fl Res 49 Recessed Pendent/FP Fl Res 49 COP Pendent Fl Res 58 Pendent Fl Res 58 Recessed Pendent/Fl Fl Res 58 Recessed Pendent/FP Fl Res 58 COP Pendent Fl Res 44 & 58 HSW Fl Res 44 & 58 HSW Recessed HSW/F2 F1 Res 44SWC Fl Res 76 Pendent Fl Res 76 Recessed Pendent/Fl Fl Res 76 Recessed Pendent/FP Fl Res 76 CCP Pendent Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) I 2. NYC MEA 258-93-E UL Listing Category I Residential Automatic Sprinkler UL Guide Number VKKW I Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3 & 4) combine excellent durability, high sensitivity glass-bulb and low profile decorative design. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. 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" NFl (Rl/2) K-Fecb- 4.9 (ktual) - Fl Res 49 Pendent Sprinkler 5.8 (,Adua - Fl Res 58Fdeit& HSW Sprinkler 7.6 (Actual) - Fl Res 76 Pendent Sprinkler 4.4 (Actual) - El Res 44 HSW Sprinkler Density: Minimum 0.10 gpm/It2 * Effective date 7/12/02 The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 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. When using Fl Residential Sprinklers for systems design to NFPA 130 or NFPA 13R, use listed area of coverage and minimum flow and pressure requirements shown in Bulletin 135. For systems designed to NFPA 13, use information in this bulletin. The number of design sprinklers shall be the most hydraulically demanding sprinklers as required by NFPA 13. Flows and pressures can not be below the baseline flows and pressurers. NFPA 13 For residential sprinkler systerrs designed to NFPA 13, a minimum density of 0.1 gpm/ft must be provided over the "design area" that includes the four (4) hydraulically most demanding sprinklers for the actual coverage areas being protected by the 4 sprinklers. The minimum required discharge from each of the four most hydraulically demanding sprinklers shall be the greater of the following: 1.The flow rates given in the Reliable Residential Sprinkler Technical Bulletins referenced in Table A for NFPA 13D and 13R as a function of temperature rating and maximum allowable coverage area (for actual coverage areas less than or between those indicated in the respective technical bulletin, it is required to use the minimum required flow for the next largest coverage area); or 2.A minimum discharge density of 0.1 gpm/ft2 applied over the "design area" consisting of the four most hydraulically demanding sprinklers for the actual coverage areas being protected by the four sprinklers. The maximum dimension of the actual coverage area cannot be any greater than the maximum coverage area indicated in the technical bulletins referenced in Table A. Design Note: Using the As = S x L method to determine the sprinkler protection area of coverage in accordance with NFPA 13, apply the 0.1 gpm/ft density to this area to determine the minimum required fly. Compare this flow to the minimum 0.05 gpm/ft cULus Listed flow for the appropriate coverage area in the technical bulletin for the specific residential sprinkler. If the flow stated in the technial bulletin is less than the calculated 0.1 gpm/ft density flow required, the .1 dnsity flow must then be used in the equation Q=K'P, solving for P, to establish the minimum required pressure using the sprinkler K-factor. Note: In many cases the listed flow of individual residential sprinkler may exceed the required minimum 0.05 gpm/ft density. Reliable has available residential sprinklers with larger K-factors (K=5.8 and K=7.6) that wi provide lower pressure demands for 0.1 gpm/ft densities in NFPA 13 residential applications. Example No. 1 Room Size= 12 ft x 20 ft (3.6 m x 6.1 m) Coverage Area= 12 x 20 = 240 ft2 (22.3 m2) Flow @ 0.10 gpm/ft2 density= 240 x 0.10 = 24 gpm Using an Fl Res 49 Pendent Sprinkler, K=4.9 Pressure= (24/4.9)2 = 24 psi (1.65 bar) The baseline flow for a 20 ft x 20 ft (6.1 m x 6.1 m) covera2ge area using the baseline density of 0.05 gpmlft will be 20 gpm @ 16.7 psi (75.7 L/min @ 1.14 bar). Therefore, the minimum flow required is 24 gpm @ 24 psi (90.8 L/min @ 1.65 bar). Example No, 2 Room Size= 8 ft x 20 ft (2.4 m x 6.1 m) Coverage Area= 8 x 20 = 160 ft2 (14.9 m2) Flow @0.10 gpm/ft2 density= 160 x 0.10 = 16 gpm Using an Fl Res 49 Pendent Sprinkler, K=4.9 Pressure= (16/4.9)2 = 10.7 psi (0.74 bar) The baseline flow for a 20 ft x 20 ft (6.1 m x 6.1 m) covera2ge area using the baseline density of 0.05 gpm/ft will be 20 gpm @ 16.7 psi (75.7 Llmin © 1.14 bar). Therefore, the minimum flow required is 20 gpm @ 16.7 psi (75.7 L/min @1.14 bar). Example No3 Room Size= 10 ft x 16 ft (3.0 m x 4.91 m) Coverage Area= 10 16 = 160 ft2 (14.9 m2) Flow@ 0.10 gpm/ft2 density= 160 x 0.10 = 16 gpm Using an El Res 76 Pendent Sprinkler, K=7.6 The baseline flow for a 16 ft x 16 ft coverage area is 21 gpm @ 7.6 psi (79.5 L/min © 0.52 bar). Therefore, the minimum flow and pressure is 21 gpm @ 7.6 psi (79.5 L/min © 0.52 bar). Example No. 4 Room Size= 14 ft x 18 ft (4.3 mx 5.5 m) Coverage Area= 14 x 18 = 252 ft2 (23.6 m2) Flow © 0.10 gpm/ft2 density= 252 x 0.10 = 25.2 gpm (94.6 L/min) Using an Fl Res 76 Pendent Sprinkler, K=7.6 Pressure= (252/7.6)2 = 11 psi (0.76 bar) The baseline flow and pressure of an 18 ft x 18 ft coverage area is 21 gpm © 7.6 psi (79.5 Llmin © 0.52 bar). Therefore, the minimum flow and pressure is 25.2 gpm © 11 psi (94.6 L/min © 0.76 bar). in general residential sprinklers require flows and pressures as listed for 0.05 densities to achieve the proper spray pattern so the flows and pressures at 0.05 density are the baseline flows and pressures. Flows and pressures below the listed 0.05 density shall not be used. 2 / HOLt Do, , TI T • R(ETI flH UNTIL TIGHT AGNWST SPRINKLER \ WRENCH BOSTI j -I EAC( OF flT,NC To r I— J/I6-5/16 (F, ESCUTCHEON) 7 I J/;6-l'/TC (12 (UCUICTITCON) .'.OjUSIRENT O3SV 77 I35FCO2A I35FGO3 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, CCP sprinklers use only the Model GFR2 sprinkler wrench,-for installing Model Fl Res recessed HSW sprinklers Model Fl Res 49, 58 & 76 Pendent use only the Model GFR2 Sprinkler wrench. Use of wrenches other than those specified may damage these sprinklers. Note: A leak tight" sprinkler joint can be obtained with the following torque.- * 3/4" NPT (R3/4) - 14-20 ft-lbs (19 - 27.1 N-m) 1/2" NPT (R1/2) - 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. Model Fl Res 49, 58 & 76 Recessed Pendent / F1/F2 Fl escutcheon, 3/4" (19mm) adjustment Note: See escutcheon table for dimensions. Fig. 1 Fig. 2 3. Technical Data: Fl Res 49 Pendent and Recessed Pendent Nominal Sprinkler Max. Max Actual Sprinkler Thread Orifice Temp. Pressure Size Inch Rating Temp._. Factor OF -C (mm) psi (bar) ooc (mm) Y2"NPT '(1l) 16 68(RY 155 175 79 175(12) 100 38 150 66 4.9 2.25(57) Escutcheon*. Fl or F2. Data: Adjustment "A" Face of fitting to Type Inch (mm) Inch (mm) ceiling Inch (mm) Fl y4(19.0) Min.= /" (19.1) Max. =1Y2" (38.1) Y16 -1y,(4.7 -24.0) F2 / (12.7) Min.= 15/ (23.8) Max. 1)' (38.1) Y,,(4.7-17.4) 1 * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49 & 58 Recessed Pendent Sprinkler **Baseline flows and pressures for 0.05 density Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 13(49) 7.0(0.48) R3516 144.3x (.4) 7.0 (0.48) 1.9x :9 13(49) 7.0(0.48) 18 x 18 (5.5x5.5) 17(64.3) 20 x 20 (6.1 x6. 1) __Z 75,7 16.7(1.14) *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 15(57) 9.4 (0.65) R3516 20.2(l.4) 14 x 14 (4.3x4.3) 16 (60.5) 0J07 16x 16(4.9x4,9) 17(64.3) 12.0 (0.83) 18x18(5.5) 19(72) .fftQL 20 x 20 (6.1x6.1) 22(83.2) i *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 ft. (2.3m) on center. Technical Data: Fl Res 58 Pendent and Recessed Pendent Nominal Sprinkler Max. F Max. Sprinkler Thread Orifice Temp. Pressure Ambient K Length Size Inch Rating_ psi ______ Temp. Factor Inch °F °c OF (mm) (bar) (mm) V2' NPT (RY2) (13) 155 175 OC I 68 _____ 175(12) 100 150 38 .25(57) **Baseline flows and pressures for 0.05 density Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler Spacing I gpm (Lpm) psi (bar) Deflector Identification ft (m) Inch (mm) Number (SIN) 1-4 i4(1,0) (25-100) 14x14 (4) 16(61) (PL)__ 16 x 16 (4.9x4.9) 16(61) 7.6 (0.53) 8 x 18 (5.5x5.5) H R3513 19(72) 20x2O(6.1 6W 22(8a3) I "Calculate for a .10 density but in no case go below the baseline flows & pressures 91 Thread Nominal Orifice SpitikIr Terrill Max. I Pssue Max. Ambient K 1Sprinkler Length Size Inch Rdinq p r*(D' Inch OF I °c °F (mm) (bar) (mm) R %2 (135) 175 79 l68 100 175 (12)150 38 66 7.6 225 (57) *Baseline flows and pressures for 005 density Max. Sprinkler Spacing Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12x12(3,6x3,6) 21 R7618 14 X 14 4.3x4.3 21 53 16 x 16 (4.9x4.9) 21 _0L5.) 21 7JD 20x 20 (6.1x6.1) 123 63 Adjustment "A" Face of fitting to Type Inch (mm) ceiling Inch (rrn) 3/(19.0) ;,,9811 F2 Y2 Min._1 /" 16 -'- ii__ Max ,I2<_(4,77 *Calculate for a .10 density but in no case go below the baseline flows & pressures Technical Data: Fl Res 76 Pendent and Recessed Pendent Model Fl Res 49, 58 & 76 Lx;p 1'enaeni Model Fl Res 49, 58 & 76 Recessed Pendent / FP . L --'I'. - n us h-on/thread escutcheon 2 5/8W [66.7mm) 0/4. 2 5/16 0/A. j HOLE IN CEILING [58.7mm] .-_-(-}- CUP I loI/2 REDUCER CUP I CEILING MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION COVER ADJUSTMENT j HEIGHT 3 5/16 0/A. 135FG04C [84 1mm] Fl RES 49, 58 & 76 OCR FEND. Fig. 3 NOTE: The Fl Res 76 will use a 1 x 3/4" reducer. _2 5/8 o. [65.7ovo] HOLE LN CEDING 2 3/I6 01.1. ($&7,,,n) CUP I • 2 I/2 REDUCER CEILING "\ - I[JI 4x.FACE Or rITTING Fig. 4 5. Nominal SPdrW CCP max Max- Sprinider Thread Orifice TCfl1. TerTli pressure Ambient K Length Size Inch Paling Flaijnq psi Terrill Faor Inch (mm) (bar) (mm) F °F 00 00 LV(R½) X6 (11) 135 57 1752) 100 _38j4j CCP Options Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) 12 7)15/ (24L_ • 3,(19) FP Position Inch (mm) Max. Recessed Y16 (11) Mm. Recessed % (24) Note: Sprinklers shown in Fig. 3 and Hg. 4 are not suitable for installation in ceilings which have positive pressyre in the space above. Technical Data: Fl Res 49 CCP Pendent and Recessed Pendent I FP *Baseline flows and pressures for 0.05 density FP Data "A": Max. Sprinkler Spacing Row gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12x 12 (3.6x3.6) __ 7.0(0.48) R3516 I 14 x 14 (4.3x4.3) _j(_ _0(08j 16 x 16 (4.9x4.9) 14 (53) 8.2 (0.56) 1.1J ,5x5.5) 18(68.1) 13.5 (0.93) 20x20(6,1x6.1) 20(75.7) 16.7(1. Technical Data: Fl Res 58 CCP Pendent and Recessed Pendent/FP Nominal Sbider CCP Ac-J, Max Mw Sprinkler Thread Orifice Teni i-' Pressure Ambient K Length Size inch Rating psi Ten-P Factor Inch - OF 11 00 OF 0 JJ . 571512 100J 58 2.25(57) *Baseline flows and pressures for 0.05 density Max. Sprinkler Spacing I Row I gpm (Lpm) 1 Pressure psi (bar) Sprinkler Identification Number (SIN)_ 12 x 12 (3.6x3.6) 16(61) 7.6(0.53) R3513 1 14.4(1.0) 14 x 14 (4.3x4.3) 16(61) ___1~6J_0.53 16x 16 (4.9x4.9) 16(61) 7.6 (0.53) -18 x 18 (5.5x5.5) 19 (72) 10.8 (0.75) 1 2020 (6.1x6.1) 1 22 (83.3) Technical Data: Fl Res 76 CCP Pendent and Recessed Pendent/FP CCP Nominal Sprinkler Assenti Max Max. Thread Orifice Terri. yTenp. Pressure Ambient K Length Size inch Ring FinPSI Terrill Factor inch (mm) (mm) I °F ¶ 0 3/"NPT 1/ 155 1 1751j9 1u175(12) 100 38 150! 66 JJ jR (13.5) *Baseline flows and pressures for 0.05 density Max. Sprinkler Spacing ft (m) Flow gpm (Lpm) Pressure' psi (bar) Sprinkler Identification Number (SIN) 12 x12(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) 18 x 18 (5.5x5.5) 22 8.4(0.58) 20x20(6,1x6.1) 25 *Calculate for a .10 density but in no case go below the baseline flows & pressures Lei Escutcheon. F2. Data: Adjustment Face of Fitting Type to wall Inch(mm) _Inch (mm) F2 7 -17 .4 . 13 j Model Fl Res 44 & 58 HSW • Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, )'2" adjustmei Hill] Technical Data: Fl Res 44 HSW & HSW/F2 Thread SLe -- Nominal SpiikJer Max Max SprHder Orifice Ten). Premm Ambient K I Length Inch RIng psi Tenp Factor ! Inch (mm) T i L (mm) ½" NPT (10) 155 68 100 38 1J 175 (12) 150 1 ( 4.4 2.45 (62) *Baseline flows and pressures for 0.05 density MaSp!inkIer Spacing ft (m) ceiling -to- Deflector fncli(mm) Sprinkler Temp. Rating °F (°C) Flow gpm (Lpm) PI-SSuI psi (bar) Sprinkler Identification Number (SIN) 4-6 (101152) 6-12 (152-305) - 155 (68) 175 (79) 12(45.4) R3531 2TA(,1.89) 155(68) 175(79) T 14(30) J1 16 x 16 9x4. 155(68) 175(79) 1.0.6) 13.3(0.92) L16x1855i iJ 17 18JJ 16.8(1.16) 18 x 18 (5.5x5.5) 155(68) 175(79) 1 19(72.0) 18.7(1.29) 12x12(3.6x3.6L JCJ 155JJ 155J 155(68) 15J 9J i 175(79) 175 (79) 175 79 175 175(79) 1 2ft7J) 14(53.0) 14(53.0) 17(64.4) 0(7]) 23(87.1) 1 27.4 (1,89) iO(pj,) JJ 15.0(1.04) __20.7 (1.43) 16 x 16 xJ9x5 16x20(4.9x6.1) *Calculate for a .10 density but in no case go below the baseline flows & pressures 7. I Model Fl Res 44 SWC 4• IV I2 [I0I.60no, To __ _________ / //4 [31.75mm] Mooiflluo, -. 304,80,0,,,] Face 01 Filthig To WV/I DKneItNoV PUSH ON CO VIP THEN / TURN TO ADJUST UNTIL J TIGHT OGAINST WALL. I' x I/2 Reducer Roc—mneoded W011 Hold 2 51W (Z;51 5116- j• [84.Imm] ; TURN COLLAR UNTIL 1 21132 TIGHT AGAINST SPRINKLER WRENCH BOSS. IJ5FGO7 - I/2[12.70m,] Adjustment El RES 44 SWC Fig. 5 Technical Data: Fl Res 44 SWC Thread Nominal orifice SpTde I TenV. CorTeirq. Rating Nhc Max. DntTenp. K SpWder Length Si Inch Rig_ PSI Factor Inch cc I ° (mm) (bar) (mm) ½' NPT (R½) 15568 175 (12) 100 38 I 4.4 I 2.45 (62) *Baseline flows and pressures for 0.05 density Spacing Max. Sprinkler Flow Ceiling -to- gpm Pressure Sprinkier Identification ft (m)Deflector (Lpm) psi(bar) Number (SIN) 12 x 12 (3.6x3.6) 4-6 (101-152) 13(49.2) _7(060 3L0L 17(64.3) 10.2 (.0.71) 16x 16(4.9x4.9) 16xj,J4x5.,),, 19(71.8) 18,7(l.13) R3531 16 x 20 (4.9x6.1) 27.4(1.89) 12 x 12 (3.6x3.6) 6-12 (152-305) 1_(1) 1 14(52.9) 10.2(0.71) 14 j4j(4x4.3) 15 (56.7) 111.7(0.81) 16xjJx4..), 16.8(1.16) 16 x 18 (4.9x5.5)1 20(75.6) 20.7 *Calculate for a .10 density but in no case go below the baseline flows & pressures 91 Escutcheon. F2. Data: Face of Fitting Type Adjustment I Inch (mm) to wall Inch (mm) I (13) 1y6 (47.174 _ Technical Data: Fl Res 58 HSW & HSW/F2 Nominal Sprinkler Max. I Max. Sprinkler Thread Orifice Temp. I Pressure Ambient K Length Size Inch Rating Ipsi Temp. Factor Inch OFI °c °F (mm) (bar) (mm) /2"NPT(13) Y2' 155 68 75 (12) 100 jJ66 38 5.8 2,45 (62) *Baseline flows and pressures for 005 density Max. Sprinkler Spacing ft (m) ling Deflector Inch (mm) Sprinkler Temp. Rating °F(°C) Flow gpm (LlDm) Pressure psi (bar) Sprinkler Identification Number (SIN) 12 x 12 (3.6x3.6) 4-6(101-152) _() 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 (68) 175 (79) 21(79.5) 13.2(0.91) 16x 18(4.9x5.5) 155(68) 175(79) _L. 18.6 (1 .28) 16 x 20 (4.9x61)_ 155 68) 175 (79) 29(109.8) _J7J 12x 12 (3.6x3.6) 6-12 (152-305) 155 (68) 175 (79) 22 (83.3) 1(1.0) 28.6(l.97) J () 22(83.3) 14.4(1.0) 1j49x49 155 (68) 175 (79) 26(98.4) 20.1 (1.39) 16x 18 (4.9x5.5) J( 175 (79) *Calculate for a .10 density but in no case go below the baseline flows & pressures Finishes" Standard Finishes Sprinkler Fl, 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 " Other finishes and colors are available on special order. Consult factory for details. Ordering Information Specify: Sprinkler Model Sprinkler Type Temperature Rating Sprinkler Finish Escutcheon Finish 111 Maintenance Model Fl Res 49, Fl Res 58 & Fl Res 76 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-F)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.10 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 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 ½" NFl 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 4.9 & 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential pendent sprinklers shall be Reliable Model Fl 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 enginered to provide a minimum design density of 0.10 gprrVft 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 1/2" 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)]. 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 ½" adjustment (Model F2)] [with 3/4" adjustment (Model Fl)] [of push-on and thread off design with ½" adjustment (Model FR)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 49 & 58 Recessed Pendent/Fl) [Model Fl Res 49 & 58 Recessed Pendent/F2] [Model Fl Res 49 & 58 Recessed Pendent/FP] SIN R3516 & R3513 (Bulletin 135). Model Fl Res 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 0.10 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 manufacturers 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 be of bronze frame construction having a ½" NFl 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). 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 49 & 58 CCP, SIN R3516 & R3513 (Bulletin 135). 10. Model Fl Res 44 & 58 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 0.10 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 1/2" 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 (791C)]. Sprinklers shall have a nominal K-factor of 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 58, SIN R3513 (Bulletin 135). Model Fl Res 44 & 58 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 58 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 58/F2, SIN R3513 (Bulletin 135). Model Fl Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.10 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 3/4" 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 (68°C)] [175°F (791C)]. 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/Fl, Model Fl Res 76 Recessed Pendent/F2, Model Fl Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendant sprinklers engineer to provide a minimum design density of 0.10 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 3/4" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer and machined cup with 3 m glass bulb containing no plastic parts, and having a temperature rating of [155°F (681C)] [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 1/2" adjustment (Model FP)J. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendant sprinklers shall be Reliable [Model Fl Res 76 Recessed Pendant/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 engin9ered to provide a minimum design density of 0.10 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 3/4" 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 (681C). 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 1/2" 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 76 CCP, SIN R7618 (Bulletin 135). Reliable...For Complete P rotection Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. I • Automatic sprinklers Flush automatic sprinklers I . Recessed automatic sprinklers I • Concealed automatic sprinklers Adjustable automatic sprinklers • Dry automatic sprinklers . Intermediate level sprinklers I • Open sprinklers Spray nozzles I . . Alarm valves I • Retarding chambers o Dry pipe valves I • Accelerators for dry pipe valves • Mechanical sprinkler alarms I • Electrical sprinkler alarm switches . Water flow detectors I I Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of t h e N a t i o n a l F i r e P r o t e c t i o n A s s o c i a t i o n , F a c t o r y M u t u a l R e s e a r c h Corporation, or other similar organizations and also with the provisions of governmental codes or ordina n c e s , w h e n e v e r a p p l i c a b l e . 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. Lanufactured by The Reliable Automatic Sprinkler Co., Inc. (800) 431-1588 Sales Offices Recycled (800) 848-6051 Sales Fax Paper (914) 829-2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkier.com Internet Address EG. Printed in U.S.A. 05/08 P/N 9999970322 Pendant Fl/F2 Bulletin 014 Rev. J — ® Model Fl FR Series lie Ii a b.l%li Quick Response Standard Spray Model Fl FR56 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Pendent/F1/F2/FP Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Pendent Model FlFR42, F1FRXLH & F1FR28 Sprinkler Types Standard Upright Standard Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Pendent Model Fl FR56LL & Fl FR42LL Low Lead Sprinkler Types* Standard Pendent Less than 0.25% Lead Content Listing & Approvals Underwriters Laboratories Inc. and Certified for Canada (cULus). Factory Mutual Approvals (FM) Loss Prevention Council (LPCB, UK) VdS SchadenverhUtung GmbH 5 *NSF Certified to NSF/ANSi Standard 61 Annex C UL Listing Category Sprinklers, Automatic & Open (vNlV). Quick Response Sprinkler Product Description Reliable Models F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Series Sprinklers are quick response sprinklers which combine the durability of a standard sprin- kler with the attractive low profile of a decorative sprinkler. The Models Fl FR56, Fl FR56LL, F1FR42, F1FR42LL, F1FRXLH & Fl FR28 Series Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR56, Fl FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Series sprinklers jit\1 Upright Pendant Conventional Al Vertical Sidewall Horizontal Sidewall Recessed Pendent/Fl/F2 , jJ Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP 4JtUJjFi to apply water to a fire much faster than standard sprinklers of the same tem- perature rating. The glass bulb consists of an accu- rately controlled amount of special fluid hermetically sealed inside a precisely manufactured glass capsule. This glass XLH Recessed bulb is specially constructed to provide PendantFP fast thermal response. 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 expands, forcing the bubble smaller and smaller as the liq- uid 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 distrib- ute the discharging water. TheReliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Quick response sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Car e m u s t b e exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with t h e l a t e s t published standards of the National Fire Protection Association or the approving Authority Havin g J u r i s d i c t i o n . Q u i c k response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers a n d s t a n d a r d r e - sponse sprinklers should not be intermixed. *Pin tie (XLH Only) Deflector Load Screw Washer Bulb Frame Cup O14FCQ6A Model F1FR42. F1FRXLH Upright Technical data: Models Discharge Coefficient Response Thread Se Max. Working Mind Working Temperature Rating Finish Pressure Pressure F1FR56 **F1 FR56LL1t K 5.6 Quick 112" NPT See See F1FR42 *F1FR421-1-0) K 4.2 Response (R1/2) 175 PSI 7 PSI Temperature "Finish Table' F1FRXLH K 2.8 Ratings' Table. F1FR28 Low Lead Sprinklers available only with Temperature Rating 200°F/93c Material Data: Frame Deflector Load Screw PintIe Cup Washer Bulb DZR Brass CDA Alloy 260, CDA Alloy 360 CDA Alloy 360 CDA Alloy 651 Nickel Alloy 440 or Alloy 360 QM Brass CDA Alloy 220 or or or coated with PTFE Adhesive Glass *Low Lead Brass or CDA Alloy 544 CDA Alloy 544 CDA_Alloy5lo CDA Alloy 693 Tape 2. Model F1FR56, Upright, Pendent & Conventional Sprinklers Model Fl FR42, Fl FRXLH & Fl FR28 Upright & Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number (SIN) Size US Metric Height Organization Upright Pendent Standard-Upright (SSU) and Pendent Deflectors Marked to Indicate Position 1/2' (15mm)1 1/2 NPT (R1/2) 5.5 80 2.25 (57mm) 1,2,3,4 RA i425'° RA1414 7/16" (10mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) 1 RA14231" RA1413 3/8(10mm) 1/2" NPT (191/2) 2.8 40 2.25(57mm) 1 RA1421 RA1411 Conventional-Install In Upright or Pendent Position 15mm 1/2" NPT (A 1/2) 5.6 80 57mm 3,4 RA1475' cULus listed corrosion resistant (Polyester coated) sprinkler. 2) Polyester coated FM approved sprinkler. Polyester coated LPCB & VdS approved sprinkler RA1425, RA1414 & 8A1475. Upright Pendent Conventional Model F1FR56LL & F1FR42LL Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number (SIN) Orifice Size US Metric Height Organization Pendent Standard-Pendent Deflectors Marked to Indicate Position 1/2" (15mm) '> J 1/2' NPT (R1/2) 5.6 80 2.25" (57mm) [ 1,5 1 RA1414 (11 mm) 1/2" NPT (R1/2) 4.2 60 1,5 j RA1413 cULus hated corrosion resistant (Polyester coated) sprinkler. 3. Model F1FR56, F1FR42, F1FRXLH & F1FR28 Quick Response Re c e s s e d P e n d e n t S p r i n k l e r 0 Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 1/2 (15mm) 1/2 NPT(8½) 5.6 80 2,25" (57mm) RA1414 7/16 (10mm) 1/2 NPT (RI/2) 4.2 60 2:25" (57mm) RA1413 3/8 (10mm) 1/2 NPT (R1/2) 2.8 40 2.25 (57mm) RA141 1 1) Refer to escutcheon data table for approvals & dimensions Model Fl FR56LL & Fl FR42LL Quick Response Recessed Pendent S p r i n k I e r ' 1 Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal - Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 1/2 (15mm) 1/2' NPT(R1/2) 5.6 80 2.25' (57mm) RA1414 7/16"(1omm) 1/2" NPT (81/2) 4.2 60 25" (57mm) RA1413 Refer to escutcheon data table for approvals & dimensions '•-:i -H r'*1Il I' --- r -1 T-T- --.: llflllnl~,=~ L2 Law,43?i Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH& Model F1FR56,F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Fl or F2 F1FR28 FR Model Fl FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: r Nominal F Nominal K Factor Sprinkler I I Approval Sprinkler US Metric Orifice Thread Size Height Organizations Identification Numbers (SIN) /2 (15mm) ½" NPT (R1/2) 5.6 . 8.0 2.25" (57mm) 12,3,4 15mm ½" NPT (R1/2) 5.6 8.0 2.25' (57mm) 40) RA 1485(2 "LPC Approval is for pendent position only. 0 cULus Listed corrosion resistant (Polyester coated) sprinkler. Vertical Sidewall 4. Sprinkler Type Deflector to Ceiling Distance (Min. - Max.) 4 Upright 4" (102mm) - 12" (305mm) Pendent 4" (102mm) - 12" (30p).J Model Fl FR56 Quick Response Horizontal Sidewall Sprinkler Deflector: HSW Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall Nominal K Factor Sprinkler Approval Organizations Sprinkler __________________ Height and Type of Approval Nominal Orifice Thread Size Identification US Metric Light Hazard Ordinary Numbers (SiN) Hazard ½" (15mm) V2" NPT (R1/2) - - 5.6 80 2.63" (67mm) 1 1,2 1 RA1435rT2/ cULus Listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. Horizontal Sidewall OF F,TT'I7G 7? ACE OF 007 74'G D/E745707, LII AT MAX/MUM RECESS 7 725. Al LI/SWUM RECESS 3/879. 5'j EJ,cCUTCHEON AT 71WMUM RECESS 314'[79--1 AT WIN/MUM RECESS 3,'879. OF"] 7-2 7/4" lI/ALE 0/A. 7/2 REDUCER - F TI TAjQTç,Hj(Ij AT MiS/MUM RECESS " AT U/MM//LI RECESS L' AT N/S/MUM RECESS 7.5/3747_I] 47 U/I//MUM PECEC52- 7-TI [3.2,w'/ I Jr J=1 - - [1W 304 /IA 0 CEUNr 70 t 172.2,,,,'1 0(57(0 70P PARR COL/.4R UNTIL - /-,, -- TIC//I 4774/NET NPR/NKLER I\' WRENC/ ROSS. - 3/4"'19—i 4OJUSrMEN7 '-,---' ,4OJ/J57IML'11T (1) 15/ .4PPO7(L7 "OR 4 -- [IL/lI/MM '- 752.4MU].CE/iIWG TO 07-SECTOR. Note: For Recessed HSW Sprinklers use installation wrench GFR2. Model Fl FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice K Factor Thread Size Model Temp. Rating Max. Ambient Temp Bulb Color Approvals Sprinkler Identification Number(SIN) US Metric Sprinkler Cover W' (15mm) 5.6 80 1/2' NPT F1FR 135Ff57°C 135°F/57"C 100°F1381C Orange 1 RA 1414 1/2" (15mm 5.6 80 '/2" NPT F1FR 155°F/68°C 135"F/57°C 100°F/38°C Red 1, 4M RA 1414 t'V' (15mm) 5.6 80 /2" NPT F1FR 175°F/79°C 165°F174°C 100°F/38°C Yellow 1 RA 1414 112" (15mm) 5.6 80 ½" NPT F1FR 200°F193°C 165°F/74°C 150°F/65°C Green 1 RA 1414 For VdS only = 155°F/68°C Norbulb and 112" (12,7mm] adjustment. Model Fl FR56LL Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal "K" Factor Thread Size Model Temp. Rating Sprinkler Orifice " Max. Ambient Temp Bu B b Color Approvals Identification Number(SjJ US Metric Sprinkler I Cover W' (15mm) 5.6 80 '/2" NPT F1FR56LL 2001F/931C 165°F/74°C 150°F/65°C Green 1,5 RA 1414 5. ffcou:lcvc T(( OR ELBOW --A 3 5/16 'cop T - --IACF OF FITTING ;— - TQcEOF,L ( INC f MA1. AC5SM6LY PRINK; CR RCO(.C1NC I TEE OR U 60W -E { -. .----------3-- .1 E S/A. ' —I _" rAcr OF \'c 7(1 F,4CE OF ,E!L/NG ;::L ;I -6 -- - ' °'i1' (WE. COVER AOJUSIMLWr / COVE1? PLATE -----/ ASSEMOL(' 3 5/16" 014. ----4 S'PRIRhLER -----' Figure 2 Installation Aid A protective cap is included for use during installation. Important: The Fl FR56 Sprinkler with Model COP cover plate is not an FM Approved combination. Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Recessed Quick Response Sprin- klers are to be installed as shown. The Model Fl or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Sprinklers. The use of any other recessed escutcheon will void all approvals and ne- gate all warranties. When installing Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Sprinklers, use the Model O Sprinkler Wrench. Use the Model GFR2 Wrench for install- ing F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. NOTE: A leak tight 112" NPT (191/2) sprinkler joint can be obtained 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. The Models F1FR56/CCP & F1FR56LL/CCP Concealed Sprinkler use the ½' orifice, ½" NPT (RI/2), Model F1FR56 & F1FR56LL Pendent Sprinkler with a threaded Model COP cup which is factory attached to the sprinklers. The Model F1FR56 Pndent is available in temperature rating of 135°F (57°C), 155°F (68°C), 175°F (79°C) or 200°F (93°C). The Model F1FR56LL Pendent is available only in a rating of 200°F (93°C). The concealed sprinkler assemblies are com- pleted by the installation of the attractive low profile Model COP push on cover plate assembly, rated 135°F (57°C) or 1650F (740C) for the F1FR56 and 165°F(74°O) for the FIFR56 LL. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded en- *DuPont Registered Trade Mark 6. gagement. A choice of two cover plate assemblies provide either 1/2(13mm) or 5/8" (8mm) of cover adjustment, Do not install these sprinklers in ceiling which have positive pressure in the space above. After a 2/" (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model AOl Wrench. A Teflon* based thread sealant should be applied to the sprin- kler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be tak- en to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impedi- ment to the space. above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other concealed cover plate/cup assembly with the Model Fl FR56 Pendent Sprinkler or the use of the Model COP Concealed cover plate assembly on any sprinkler with which it is not specifi- cally listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and in- stallation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrench- es 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 PRO- TECTORS. Temperature Ratings Classification Sprinkler f_]r Max Ambient Temp. Bulb Color °C °F Ordinary 57 135 100°F (38°C) Orange Ordinary 68 155 100-F (38-C) Red Intermediate 79 175 150°F (66°C) Yellow Intermediate 93 200 150°F (66°C) Green High 11) _j, 4j 286 22°j07° _y Not available for recessed sprinklers Escutcheon Data (1) 01 SIN RA1435 - cULus permits use with Fl. F2 or PP escutcheons for light hazard" only, while FM limits use for same hazard with F2 escutcheon only Maintenance The Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH and Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 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 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 be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1) 01 Other finishes and colors are available on special order. Consult the factory for details, custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss , unless specified otherwise. 2 cULuc Listed only. 200°F (93°C) maximum. clJLus listed "corrosion resistance" applies to SIN Numbers RA1435 (HSV, RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and lRA1415 (Pendant) in standard black or white. Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as "Polyester coated" applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. 5LPCB and VdS Approved finish applies ory to R41425, AA1414and RA1475 . Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) 9 Cover plate Model Cover plate Thread size Cover plate Temperature Cover plate Adjustment Cover plate Finish Note: Wnen Model Fl FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 7, ;1•I•fl.•ic . . . Reliable offers a wide selection of sprinkler components. Following are some of the many precision-made Reliable products that guard life and property from fire around the clock. I • Automatic sprinklers • Flush automatic sprinklers I • Recessed automatic sprinklers I • Concealed automatic sprinklers • Adjustable automatic sprinklers • Dry automatic sprinklers • Intermediate level sprinklers I e Open sprinklers Spray nozzles I . • Alarm valves I . Retarding chambers • Dry pipe valves 1 • Accelerators for dry pipe valves o Mechanical sprinkler alarms I • Electrical sprinkler alarm switches • Water flow detectors I I [1 Deluge valves Detector check valves Check valves Electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips Control valve seals Air maintenance devices Air compressors Pressure gauges Identification signs Fire department connection The equipment presented in this bulletin is to be installed in accordance with the latest published 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 f o r o v e r 9 0 y e a r s , a n d a r e i n s t a l l e d a n d s e r v i c e d b y the most highly quaiified and reputable sprinkler contractors located throughout the United Stales, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled (800) 848-6051 Sales Fax Hell ab I (800) 431-1588 Sales Offices Paper Revre!oIr lines indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address 10. Printed in U.S.A. 02113 PI-i3970Yf,