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2629 OBELISCO PL; ; AS100033; Permit
City of Carlsbad Sprinkler Permit Permit No: ASI 00033 Job Address: 2629 OBELISCO PL Status: ISSUED Permit Type: SPRINK Applied 3/22/2010 Parcel No: 2154602100 Approved: 3/22/2010 Lot #: 0 Reference No.: Issued: 3/22/2010 PC #: Inspector: Project Title: RACCIATO RESIDENCE TWO FIRE SPRINKLER INSPECTIONS @ $65/EA Owner: RACCIATO JOSEPH&TERRY Applicant: INNOVATIVE FIRE PROTECTION SUITE 101 8779 COTTONWOOD AV SANTEE, CA (619) 593-8200 (619)593-9133 2629 OBELISCO PL CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 0 130 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/10/2011 C:\HAS0'74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.0 44.0 500.0 55.9 37.2 30.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 37.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 32.2 GPM FILE COPY NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 30.0 37.2 2 0.0 - - - - 19.8 - - - 2A 0.0 - - - 14.8 - - - 3A 0.0 HOSE STREAM 13.1 5.0 R 0.0 - - - - 11.9 - - - P 0.0 - - - - 0.9 - - - Bi 0.0 - - - - 0.4 - - - P1 0.0 - - - - 41.5 3 0.5 - - - - 40.0 - - - 4 3.5 - - - - 37.9 5 9.5 - - - - 33.2 - -. - 6 9.5 - - - - 27.5 - - - 7 9.5 - - - - 22.3 - - - 8 21.5 - - - - 14.0 BA 21.0 K= 4.40 13.2 16.0 9A 21.0 K= 4.40 13.6 16.2 10 21.5 - - - - 22.3 11 21.5 - - - - 22.3 hA 21.0 - - - - 22.5 - - - 12A 21.0 - - - - 22.5 13 9.5 - - - - 33.2 14 9.5 - - - - 33.2 - - - 15 9.5 - - - - 33.2 - - - 16 -1.0 - - - - 37.8 17 -1.0 - - - - 37.8 18 -1.0 - - - - 37.8 - - - 18A 16.0 - - - - 30.4 19 -1.0 - - - - 37.8 20 -1.0 - - - - 37.8 - - - 20A -1.5 - - - - 38.0 21A -1.5 - - - - 38.0 19A 12.0 - - - - 32.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 1 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 37.2 0.995 FL 20.00 PF 10.2 1 0.0 SRCE 30.0 (N/A) 15.4 150 FTG TG PE 0.0 2 0.0 0.0 19.8 0.0 0.351 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 19.6 0.0 5.0 psi, 37.2 gpm 2A 0.0 0.0 14.8 0.0 Pipe: 3 37.2 1.590 PL 40.00 PF 1.8 2A 0.0 0.0 14.8 0.0 6.0 150 FTG 3L FE 0.0 3A 0.0 H.S. 13.1 5.0 0.036 TL 49.00 PV Pipe: 4 32.2 1.265 FL 10.00 PF 1.2 3A 0.0 H.S. 13.1 5.0 6.2 150 FTG 2L FE 0.0 R 0.0 0.0 11.9 0.0 0.084 TL 14.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 11.9 0.0 11.0 psi, 32.2 gpm P 0.0 0.0 0.9 0.0 Pipe: 5A 32.2 1.265 PL 1.00 PF 0.5 P 0.0 0.0 0.9 0.0 8.2 150 FTG E FE 0.0 B1 0.0 0.0 0.4 0.0 0.084 TL 6.00 PV Pipe: 5B FIRE PUMP Rating: 37.0 gpm @ 42.5 psi Bi 0.0 0.0 0.4 0.0 Avail.: 32.1 gpm @ 42.5 psi P1 0.0 0.0 41.5 0.0 Req'd. : 32.1 gpm @ 41.1 psi Pipe: 6 32.2 1.265 PL 2.00 PF 1.3 P1 0.0 0.0 41.5 0.0 6.2 150 FTG ET FE -0.2 3 0.5 0.0 40.0 0.0 0.084 TL 16.00 PV Pipe: 7 32.2 1.380 PL 3.00 PF 0.8 3 0.5 0.0 40.0 0.0 6.9 120 FTG C FE -1.3 4 3.5 0.0 37.9 0.0 0.083 TL 10.00 PV Pipe: 8 32.2 1.394 FL 14.00 PF 2.0 4 3.5 0.0 37.9 0.0 6.8 120 FTG 2E2R FE -2.6 5 9.5 0.0 33.2 0.0 0.079 TL 25.91 PV Pipe: 9 32.2 1.101 FL 20.00 PF 5.7 5 9.5 0.0 33.2 0.0 10.9 150 FTG ET3R FE 0.0 6 9.5 0.0 27.5 0.0 0.164 TL 35.00 PV Pipe: 10 32.2 1.101 FL 18.50 PF 5.2 6 9.5 0.0 27.5 0.0 10.9 150 FTG 2T3R FE 0.0 7 9.5 0.0 22.3 0.0 0.164 TL 31.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 1 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: 11 32.2 1.101 PL 10.00 PF 3.1 7 9.5 0.0 22.3 0.0 10. 150 FTG E2R PE 8 21.5 0.0 14.0 0.0 0.164 TL 19.00 PV Pipe: 12 16.0 1.101 FL 8.50 PF 1.0 8 21.5 0.0 14.0 0.0 5.4 150 FTG ETR FE 0.2 8A 21.0 4.4 13.2 16.0 0.045 TL 21.50 PV Pipe: 13 16.2 1.101 PL 5.50 PF 0.6 8 21.5 0.0 14.0 0.0 5.5 150 FTG ER FE 0.2 9A 21.0 4.4 13.6 16.2 0.046 TL 13.50 PV Pipe: 14 0.0 1.101 PL 14.00 PF 0.0 6 9.5 0.0 27.5 0.0 0.0 150 FTG 2E2R FE -5.2 10 21.5 0.0 22.3 0.0 0.000 TL 30.00 PV Pipe: 15 0.0 1.101 PL 25.50 FE' 0.0 10 21.5 0.0 22.3 0.0 0.0 150 FTG 6E4T FE 0.0 11 21.5 0.0 22.3 0.0 0.000 TL 87.50 PV Pipe: 16 0.0 1.101 FL 1.00 PF 0.0 11 21.5 0.0 22.3 0.0 0.0 150 FTG 2ETR PE 0.2 hA 21.0 0.0 22.5 0.0 0.000 TL 21.00 PV Pipe: 17 0.0 1.101 PL 14.50 PF 0.0 11 21.5 0.0 22.3 0.0 0.0 150 FTG 3E2R FE 0.2 12A 21.0 0.0 22.5 0.0 0.000 TL 37.50 PV Pipe: 18 0.0 1.101 FL 50.00 PF 0.0 5 9.5 0.0 33.2 0.0 0.0 150 FTG E3T5R FE 0.0 13 9.5 0.0 33.2 0.0 0.000 TL 77.00 PV Pipe: 19 0.0 1.101 FL 26.50 FE' 0.0 13 9.5 0.0 33.2 0.0 0.0 150 FTG 2T5R FE 0.0 14 9.5 0.0 33.2 0.0 0.000 TL 41.50 PV Pipe: 20 0.0 1.101 PL 9.50 PF 0.0 14 9.5 0.0 33.2 0.0 0.0 150 FTG 2T FE 0.0 15 9.5 0.0 33.2 0.0 0.000 TL 19.50 PV Pipe: 21 0.0 1.101 PL 10.00 PF 0.0 15 9.5 0.0 33.2 0.0 0.0 150 FTG EAR FE 4.5 16 -1.0 0.0 37.8 0.0 0.000 TL 19.00 FV Pipe: 22 0.0 1.101 FL 28.00 PF 0.0 16 -1.0 0.0 37.8 0.0 0.0 150 FTG EAR FE 0.0 17 -1.0 0.0 37.8 0.0 0.000 TL 39.00 PV Pipe: 23 0.0 1.101 FL 7.50 FE' 0.0 17 -1.0 0.0 37.8 0.0 0.0 150 FTG TR FE 0.0 18 -1.0 0.0 37.8 0.0 0.000 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 0.0 1.101 PL 18.50 PF 0.0 18 -1.0 0.0 37.6 0.0 0.0 150 FTG 2ET3R PE -7.4 18A 16.0 0.0 30.4 0.0 0.000 TL 40.50 PV Pipe: 25 0.0 1.101 PL 12.00 PF 0.0 18 -1.0 0.0 37.8 0.0 0.0 150 FTG R FE 0.0 19 -1.0 0.0 37.8 0.0 0.000 TL 13.00 PV Pipe: 26 0.0 1.101 PL 13.00 PF 0.0 19 -1.0 0.0 37.8 0.0 0.0 150 FTG 2ET3R FE -5.6 19A 12.0 0.0 32.1 0.0 0.000 TL 35.00 PV Pipe: 27 0.0 1.101 FL 19.00 PF 0.0 19 -1.0 0.0 37.8 0.0 0.0 150 FTG 7E2R FE 0.0 20 -1.0 0.0 37.8 0.0 0.000 TL 70.00 PV Pipe: 28 0.0 1.101 FL 0.50 PF 0.0 20 -1.0 0.0 37.8 0.0 0.0 150 FTG TR FE 0.2 20A -1.5 0.0 38.0 0.0 0.000 TL 6.50 PV Pipe: 29 0.0 1.101 PL 10.00 PF 0.0 20 -1.0 0.0 37.8 0.0 0.0 150 FTG ER FE 0.2 21A -1.5 0.0 38.0 0.0 0.000 TL 18.00 PV NOTES (HASS): Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.153 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.4 ft/sec at pipe 1. The Minimum pump suction pressure under maximum calculated demand is 0.39 (psi) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 rr,.. I1r\ /' DAii.. /iu/Lull JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 1 (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 / Ir I ''V VV ,-, DATE- L/lO/Lull C: \nA7\C430(. -Dr JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 1 WATER SUPPLY ANALYSIS Static: 56.00 psi Resid: 44.00 psi Flow: 500.0 gpm 1 PV LEGEND ME 100 .0 G A 80.0 U G E P 60 5) R E S S 40 6) U R E 2 20.0 P S 1 0.0 Pressure available at source 55.90 psi @ 37.2 gpm Pressure required at source 30.00 psi @ 37.2 gpm Pressure available from pump 42.56 psi @ 32.1 gpm Pressure required from pump 41.14 psi @ 32.1 gpm Total Pressure avail- able at pump dschg. 60.99 psi @ 32.1 gpm Total Pressure re- quired at pump dschg. 41.53 psi @ 32.1 gpm A. Source Supply Curve B. Net Pump Supply Curve -14.7 I I • I I I C. Pump Discharge Curve 20(300 400 500 600 700 800 900 100CD. System Demand Curve FLOW (GPM) Available at Source Available at Pump Suction SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DAiE. ilu,2011 C: \H74\C4J09.Dr JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 1 WATER SUPPLY CURVE 60+ O\ 55+ \\ \\ I \\ 50+ \\ \\ I \\ I \\ 45+ \ I * <-44.0 psi @ 500 gpm Flow Test Point P40+ R I E I S I S 35+ U R E 1 30X P S I 25+ ) I 20+ 15+ 10+ LEGEND U I U I X = Required Water Supply I 30.00 psi @ 37.2 gpm 5+ I 0 = Available Water Supply 55.90 psi @ 37.2 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.0 44.0 500.0 55.9 37.4 40.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 37.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 32.4 GPM FILE COPY NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 40.8 37.4 2 0.0 - - - 30.5 - - - 2A 0.0 - - - - 25.5 3A 0.0 HOSE STREAM 23.8 5.0 R 0.0 - - - - 22.6 P 0.0 - - - - 11.6 - - - B1 0.0 - - - - 11.1 - - - P1 00 - - - - 53.6 3 0.5 - - - - 52.0 4 3.5 - - - - 49.9 - - - 5 9.5 - - - - 45.2 - - - 6 9.5 - - - - 39.4 - - - 7 9.5 - - - - 39.4 - - - 8 21.5 - - - - 34.2 BA 21.0 - - - - 34.4 9A 21.0 - - - - 34.4 10 21.5 - - - - 29.2 - - - 11 21.5 - - 14.7 - - - hA 21.0 K= 4.40 13.9 16.4 12A 21.0 K= 4.40 13.2 16.0 13 9.5 - - - - 45.2 14 9.5 - - - - 45.2 - - - 15 9.5 - - - - 45.2 - - - 16 -1.0 - - - - 49.8 - - - 17 -1.0 - - - - 49.8 - - - 18 -1.0 - - - - 49.8 - - - 18A 16.0 - - - - 42.4 - - - 19 -1.0 - - - - 49.8 - - - 20 -1.0 - - - - 49.8 - - - 20A -1.5 - - - - 50.0 21A -1.5 - - - - 50.0 - - - 19A 12.0 - - - - 44.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 2 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 37.4 0.995 PL 20.00 PF 10.3 1 0.0 SRCE 40.8 (N/A) 15.4 150 FTG TG PE 0.0 2 0.0 0.0 30.5 0.0 0.355 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 30.5 0.0 5.0 psi, 37.4 gpm 2A 0.0 0.0 25.5 0.0 Pipe: 3 37.4 1.590 PL 40.00 PF 1.8 2A 0.0 0.0 25.5 0.0 6.0 150 FTG 30 FE 0.0 3A 0.0 H.S. 23.8 5.0 0.036 TL 49.00 PV Pipe: 4 32.4 1.265 PL 10.00 PF 1.2 3A 0.0 H.S. 23.8 5.0 8.3 150 FTG 2L FE 0.0 R 0.0 0.0 22.6 0.0 0.085 TL 14.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 22.6 0.0 11.0 psi, 32.4 gpm P 0.0 0.0 11.6 0.0 Pipe: 5A 32.4 1.265 PL 1.00 PF 0.5 F 0.0 0.0 11.6 0.0 8.3 150 FTG E FE 0.0 Bi 0.0 0.0 11.1 0.0 0.085 TL 6.00 PV Pipe: 5B FIRE PUMP Rating: 37.0 gprn @ 42.5 psi El 0.0 0.0 11.1 0.0 Avail.: 32.4 gprn @ 42.5 psi P1 0.0 0.0 53.6 0.0 Req'd.: 32.4 gprn @ 42.5 psi Pipe: 6 32.4 1.265 FL 2.00 PF 1.4 P1 0.0 0.0 53.6 0.0 8.3 150 FTG ET FE -0.2 3 0.5 0.0 52.0 0.0 0.085 TL 16.00 PV Pipe: 7 32.4 1.380 PL 3.00 FE' 0.8 3 0.5 0.0 52.0 0.0 7.0 120 FTG C FE -1.3 4 3.5 0.0 49.9 0.0 0.084 TL 10.00 PV Pipe: 8 32.4 1.394 PL 14.00 PF 2.1 4 3.5 0.0 49.9 0.0 6.8 120 FTG 2E2R FE -2.6 5 9.5 0.0 45.2 0.0 0.080 TL 25.91 PV Pipe: 9 32.4 1.101 PL 20.00 PE 5.8 5 9.5 0.0 45.2 0.0 10.9 150 FTG ET3R FE 0.0 6 9.5 0.0 39.4 0.0 0.166 TL 35.00 PV Pipe: 10 0.0 1.101 PL 18.50 PF 0.0 6 9.5 0.0 39.4 0.0 0.0 150 FTG 2T3R FE 0.0 7 9.5 0.0 39.4 0.0 0.000 TL 31.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 2 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: 11 0.0 1.101 PL 10.00 PF 0.0 7 9.5 0.0 39.4 0.0 0.0 150 FTG E2R FE -5.2 8 21.5 0.0 34.2 0.0 0.000 TL 19.00 PV Pipe: 12 0.0 1.101 PL 8.50 PF 0.0 8 21.5 0.0 34.2 0.0 0.0 150 FTG ETR PE 0.2 8A 21.0 0.0 34.4 0.0 0.000 TL 21.50 PV Pipe: 13 0.0 1.101 PL 5.50 PF 0.0 8 21.5 0.0 34.2 0.0 0.0 150 FTG ER FE 0.2 9A 21.0 0.0 34.4 0.0 0.000 TL 13.50 PV Pipe: 14 32.4 1.101 PL 14.00 PF 5.0 6 9.5 0.0 39.4 0.0 10.9 150 FTG 2E2R FE -5.2 10 21.5 0.0 29.2 0.0 0.166 TL 30.00 PV Pipe: 15 32.4 1.101 FL 25.50 FE' 14.5 10 21.5 0.0 29.2 0.0 10.9 150 FTG 6E4T FE 0.0 11 21.5 0.0 14.7 0.0 0.166 TL 87.50 PV Pipe: 16 16.4 1.101 PL 1.00 PF 1.0 11 21.5 0.0 14.7 0.0 5.5 150 FTG 2ETR FE 0.2 hA 21.0 4.4 13.9 16.4 0.047 TL 21.00 PV Pipe: 17 16.0 1.101 FL 14.50 PF 1.7 11 21.5 0.0 14.7 0.0 5.4 150 FTG 3E2R PE 0.2 12A 21.0 4.4 13.2 16.0 0.045 TL 37.50 PV Pipe: 18 0.0 1.101 PL 50.00 PF 0.0 5 9.5 0.0 45.2 0.0 0.0 150 FTG E3T5R FE 0.0 13 9.5 0.0 45.2 0.0 0.000 TL 77.00 PV Pipe: 19 0.0 1.101 PL 26.50 PF 0.0 13 9.5 0.0 45.2 0.0 0.0 150 FTG 2T5R FE 0.0 14 9.5 0.0 45.2 0.0 0.000 TL 41.50 PV Pipe: 20 0.0 1.101 PL 9.50 PF 0.0 14 9.5 0.0 45.2 0.0 0.0 150 FTG 2T FE 0.0 15 9.5 0.0 45.2 0.0 0.000 TL 19.50 PV Pipe: 21 0.0 1.101 PL 10.00 PF 0.0 15 9.5 0.0 45.2 0.0 0.0 150 FTG E2R FE 4.5 16 -1.0 0.0 49.8 0.0 0.000 TL 19.00 PV Pipe: 22 0.0 1.101 PL 28.00 PF 0.0 16 -1.0 0.0 49.8 0.0 0.0 150 FTG E4R FE 0.0 17 -1.0 0.0 49.8 0.0 0.000 TL 39.00 PV Pipe: 23 0.0 1.101 FL 7.50 PF 0.0 17 -1.0 0.0 49.8 0.0 0.0 150 FTG TR FE 0.0 18 -1.0 0.0 49.8 0.0 0.000 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 2 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 0.0 1.101 PL 18.50 PF 0.0 18 -1.0 0.0 49.8 0.0 0.0 150 FTG 2ET3R FE -7.4 18A 16.0 0.0 42.4 0.0 0.000 TL 40.50 PV Pipe: 25 0.0 1.101 FL 12.00 PF 0.0 18 -1.0 0.0 49.8 0.0 0.0 150 FTG R FE 0.0 19 -1.0 0.0 49.8 0.0 0.000 TL 13.00 PV Pipe: 26 0.0 1.101 PL 13.00 PF 0.0 19 -1.0 0.0 49.8 0.0 0.0 150 FTG 2ET3R FE -5.6 19A 12.0 0.0 44.2 0.0 0.000 TL 35.00 PV Pipe: 27 0.0 1.101 FL 19.00 PF 0.0 19 -1.0 0.0 49.8 0.0 0.0 150 FTG 7E2R FE 0.0 20 -1.0 0.0 49.8 0.0 0.000 TL 70.00 PV Pipe: 28 0.0 1.101 PL 0.50 PF 0.0 20 -1.0 0.0 49.6 0.0 0.0 150.FTG TR FE 0.2 20A -1.5 0.0 50.0 0.0 0.000 TL 6.50 PV Pipe: 29 0.0 1.101 PL 10.00 PF 0.0 20 -1.0 0.0 49.6 0.0 0.0 150 FTG ER FE 0.2 21A -1.5 0.0 50.0 0.0 0.000 TL 18.00 PV NOTES (HASS): Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.098 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.4 ft/sec at pipe 1. The Minimum pump suction pressure under maximum calculated demand is 11.06 (psi) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 2 (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 .1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/10/2011 C:\i-1ASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 2 WATER SUPPLY ANALYSIS Static: 56.00 psi Resid: 44.00 psi Flow: 500.0 gpm 120.0 LEGEND 100. C Pressure available at source 55.90 psi @ 37.4 gpm G A 80.0 Pressure required U at source G 40.83 psi @ 37.4 gpm E Pressure available P 6040 from pump R 42.55 psi @ 32.4 gpm E S Total Pressure avail- 40J able at pump dschg. U 60.68 psi @ 32.4 gpm R E Total Pressure re- quired at pump dschg. 20.0 53.62 psi @ 32.4 gpm p S A. Source Supply Curve 1 B. Net Pump Supply Curve Pump Discharge Curve System Demand Curve Available at Source I F. Available at Pump Suction 20C300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 ' Il ( I' I ,. ' II I'I 4 4 DATE: /.LU/LU±J. L: \fl/'*\L',)U..DU JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- MASTER BEDROOM AREA 2 WATER SUPPLY CURVE 60+ 0\ 55+ \\ I \\ I \ 50+ I \\ I \\ I \\ 45+ \ I * <-44.0 psi @ 500 gpm I Flow Test Point x P 40+ R I E j S S 35+ U R E I 30+ ( I P S I I 25+ 20+ 15+ 10+ LEGEND X = Required Water Supply 40.83 psi @ 37.4 gpm 5+ I 0 = Available Water Supply 55.90 psi @ 37.4 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) NODE ANALYSIS DATA ?' NODE TAG i'JL'I. ' T C' I 7 fl T E LEVAT ION vttiJLlJ.N rr, J.NLiUL i ir NODETYPE l) r' C' C' III) t' rouru PRESSURE DIS CHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 49.2 37.7 r U.0 - - - - .)O.I - - 2A 0.0 - - - - 33.7 3A 0.0 HOSE STREAM 31.9 5.0 R 0.0 - - - - 30.7 P 0.0 - - - - 19.7 Bi 0.0 - - - - 19.2 P1 0.0 - - - - 61.7 3 0.5 - - - - 60.1 4 3.5 - - - - 58.0 - - - 5 9.5 - - - - 53.3 - - - 6 9.5 - - - - 53.3 - - - 7 9.5 - - - - 53.3 8 21.5 - - - - 48.1 8A 21.0 - - - - 48.3 9A 21.0 - - - - 48.3 10 21.5 - - - - 48.1 - - - 11 21.5 ---- 48.1 hA 21.0 ---- 48.3 12A 21.0 - - - - 48.3 13 9.5 - - - - 40.3 14 9.5 - - - - 33.3 15 9.5 - - - - 30.0 16 1.0 - - - - 31.3 17 -1.0 ---- 24.7 18 -1.0 - - - - 22.4 18A 16.0 K= 4.40 13.2 16.0 19 -1.0 - - - - 21.8 20 -1.0 - - - - 21.8 - - - 20A -1.5 - - - - 22.0 21A -1.5 - - - - 22.0 19A 12.0 K= 4.40 14.4 16.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- FAMILY ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.0 44.0 500.0 55.9 37.7 49.2 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 37.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 32.7 GPM FILE COPY SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- FAMILY ROOM 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 37.7 0.995 PL 20.00 PF 10.4 1 0.0 SRCE 49.2 (N/A) 15.6 150 FTG TG PE 0.0 2 0.0 0.0 38.7 0.0 0.360 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 38.7 0.0 5.0 psi, 37.7 gpm 2A 0.0 0.0 33.7 0.0 Pipe: 3 37.7 1.590 PL 40.00 PF 1.8 2A 0.0 0.0 33.7 0.0 6.1 150 FTG 3L FE 0.0 3A 0.0 H.S. 31.9 5.0 0.037 TL 49.00 PV Pipe: 4 32.7 1.265 PL 10.00 PF 1.2 3A 0.0 H.S. 31.9 5.0 8.4 150 FTG 2L FE 0.0 R 0.0 0.0 30.7 0.0 0.086 TL 14.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 30.7 0.0 11.0 psi, 32.7 gpm P 0.0 0.0 19.7 0.0 Pipe: 5A 0.0 19.7 0.0 8.4 150 FTG E FE 0:0 Bi 0.0 0.0 19.2 0.0 0.086 TL 6.00 PV Pipe: 5B FIRE PUMP Rating: 37.0 gpm @ 42.5 psi BI 0.0 0.0 19.2 0.0 Avail.: 32.7 gprn @ 42.5 psi P1 0.0 0.0 61.7 0.0 Req'd. : 32.7 gpm @ 42.5 psi Pipe: 6 32.7 1.265 FL 2.00 PF 1.4 P1 0.0 0.0 61.7 0.0 8.4 150 FTG ET FE -0.2 3 0.5 0.0 60.1 0.0 0.086 TL 16.00 PV Pipe: 7 32.7 1.380 PL 3.00 PF 0.9 0.5 0.0 ou.± 0.0 7.0 120 FTG L. PE 1.3 4 3.5 0.0 58.0 0.0 0.085 TL 10.00 PV Pipe: 8 32.7 1:394 FL 14.00 PF 2.1 4 3.5 0.0 58.0 0.0 6.9 120 FTG 2E2R FE -2.6 5 9.5 0.0 53.3 0.0 0.081 TL 25.91 PV Pipe: 9 9•5 20.00 PF 0.0 0.0 53.3 0.0 0:0 150 FTG ET3R PE 0.0 6 9.5 0.0 53.3 0.0 0.000 TL 35.00 PV Pipe: 10 0.0 1.101 FL 18.50 PF 0.0 6 9.5 0.0 53.3 0.0 0.0 150 FTG 2T3R FE 0.0 7 9.5 0.0 53.3 0.0 0.000 TL 31.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2,'10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- FAMILY ROOM 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: 11 0.0 1.101 PL 10.00 PF 0.0 7 9.5 0.0 53.3 0.0 0.0 150 FTG E2R FE -5.2 8 21.5 0.0 48.1 0.0 0.000 TL 19.00 PV Pipe: 12 0.0 1.101 PL 8.50 PF 0.0 8 21.5 0.0 48.1 0.0 0.0 150 FTG ETR FE 0.2 BA 21.0 0.0 48.3 0.0 0.000 TL 21.50 PV Pipe: 13 0.0 1.101 FL 5.50 FE' 0.0 8 21.5 0.0 48.1 0.0 0.0 150 FTG ER FE 0.2 9A 21.0 0.0 48.3 0.0 0.000 TL 13.50 PV Pipe: 14 0.0 1.101 PL 14.00 PF 0.0 6 9.5 0.0 53.3 0.0 0.0 150 FTG 2E2R PE -5.2 10 21.5 0.0 48.1 0.0 0.000 TL 30.00 PV Pipe: 15 0.0 1.101 PL 25.50 FE' 0.0 10 21.5 0.0 48.1 0.0 0.0 150 FTG 6E4T FE 0.0 11 21.5 0.0 48.1 0.0 0.000 TL 87.50 PV Pipe: 16 0.0 1.101 PL 1.00 PF 0.0 11 21.5 0.0 48.1 0.0 0.0 150 FTG 2ETR PE 0.2 hA 21.0 0.0 48.3 0.0 0.000 TL 21.00 PV Pipe: 11 21.5 0.0 48.1 0.0 0:0 150 FTG 3E2R FE 0:2 12A 21.0 0.0 48.3 0.0 0.000 TL 37.50 PV Pipe: 18 32.7 1.101 FL 50.00 PF 13.0 5 9.5 0.0 53.3 0.0 11.0 150 FTG E3T5R PE 0.0 13 9.5 0.0 40.3 0.0 0.169 TL 77.00 PV Pipe: 19 32.7 1.101 FL 26.50 PE' 7.0 13 9.5 0.0 40.3 0.0 11.0 150 FTG 2T5R FE 0.0 14 9.5 0.0 33.3 0.0 0.169 TL 41.50 PV Pipe: 20 32.7 1.101 PL 9.50 PF 3.3 14 9.5 0.0 33.3 0.0 11.0 150 FTG 2T FE 0.0 15 9.5 0.0 30.0 0.0 0.169 TL 19.50 PV Pipe: 21 32.7 1.101 FL 10.00 PF 3.2 15 9.5 0.0 30.0 0.0 11.0 150 FTG E2R FE 4.5 16 -1.0 0.0 31.3 0.0 0.169 TL 19.00 PV Pipe: 22 32.7 1.101 FL 28.00 PF 6.6 16 -1.0 0.0 31.3 0.0 11.0 150 FTG E4R FE 0.0 17 -1.0 0.0 24.7 0.0 0.169 TL 39.00 PV Pipe: 23 32.7 1.101 PL 7.50 FE' 2.3 17 -1.0 0.0 24.7 0.0 11.0 150 FTG TR FE 0.0 18 -1.0 0.0 22.4 0.0 0.169 TL 13.50 PV SPRINKLER SYSTEM Page 4 DATE: 2/10/2011 HYDRAULIC ANALYSISC:\HASS74\C43D JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- FAMILY ROOM 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 16.0 1.101 PL 18.50 PF 1.8 18 -1.0 0.0 22.4 0.0 5.4 150 FTG 2ET3R FE -7.4 18A 16.0 4.4 13.2 16.0 0.045 TL 40.50 PV Pipe: 25 16.7 1.101 PL 12.00 PF 0.6 18 -1.0 0.0 22.4 0.0 5.6 150 FTG R FE 0.0 19 -1.0 0.0 21.8 0.0 0.049 TL 13.00 PV Pipe: 26 16.7 1.101 FL 13.00 PF 1.7 19 .L.0 0.0 21.8 0.0 5.6 150 FTG 2ET3R Pr -5.6 19A 12.0 4.4 14.4 16.7 0.049 TL 35.00 PV Pipe: 27 0.0 1.101 PL 19.00 PF 0.0 19 -1.0 0.0 21.8 0.0 0.0 150 FTG 7E2R FE 0.0 20 -1.0 0.0 21.8 0.0 0.000 TL 70.00 PV Pipe: 28 0.0 1.101 FL 0.50 PF 0.0 20 -1.0 0.0 21.8 0.0 0.0 150 FTG TR FE 0.2 20A -1.5 0.0 22.0 0.0 0.000 TL 6.50 PV Pipe: 29 0.0 1.101 PL 10.00 PF 0.0 20 -1.0 0.0 21.8 0.0 0.0 150 FTG ER FE 0.2 21A -1.5 0.0 22.0 0.0 0.000 TL 18.00 PV NOTES (HASS): Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HPS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.027 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.6 ft/sec at pipe 1. The Minimum pump suction pressure under maximum calculated demand is 19.19 (psi) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 S DATE: 2/I0/2011 : \h/4\C*309.Dr JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- FAMILY ROOM (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- FAMILY ROOM WATER SUPPLY ANALYSIS Static: 56.00 psi Resid: 44.00 psi Flow: 500.0 gpm 120. LEGEND 100. C PA Pressure available at source 55.90 psi @ 37.7 gpm G A 80.0 Pressure required U at source G 49.15 psi @ 37.7 gpm E Pressure available p 605J from pump R 1 42.55 psi @ 32.7 gpm E 2 Total Pressure avail- 40D able at pump dschg. U 60.42 psi @ 32.7 gpm IN Total Pressure re- quired at pump dschg. 20.0 61.74 psi @ 32.7 gpm p S A. Source Supply Curve 1 B. Net Pump Supply Curve Pump Discharge Curve System Demand Curve Available at Source Available at Pump Suction 20(300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/10/201 C: \riA/\.)0,..DDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC- FAMILY ROOM WATER SUPPLY CURVE 60+ O\ 55+ \\ \\ I \\ 50+ \\ x \\ \\ \\ 45+ \ * <-44.0 psi @ 500 gpm I Flow Test Point P 40+ R I E S I S 35+ U R I E I 30+ P S I 25+ ) I 20+ 15+ 10+ LEGEND 'p X = Required Water Supply I 49.15 psi @ 37.7 gpm 5+ I 0 = Available Water Supply I 55.90 psi @ 37.7 gpm 0++-+----+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 30.0 31.2 r r 0.0 - - - 22.6 - - 2A 0.0 - - - - 17.6 - - - 3A 0.0 HOSE STREAM 16.4 5.0 R 0.0 - - - - 15.6 - - - P 0.0 - - - - 4.6 - - - Bi 0.0 - - - - 4.2 - - - P1 0.0 - - - - 44.8 - - - 3 0.5 - - - - 43.7 - - - 4 3.5 - - - - 41.8 - - - 5 9.5 - - - - 37.8 - - - 6 9.5 - - - - 37.8 - - - 7 9.5 - - - - 37.8 - - - 8 21.5 - - - - 32.6 BA 21.0 - - - - 32.8 - - - 9A 21.0 - - - - 32.8 10 21.5 - - - - 32.6 - - - 11 ii. ' r LL.3 - - - - -' ' )L.O - hA 21.0 - - - - 32.8 - - - 12A 21.0 - - - - 32.8 13 9.5 - - - - 29.2 - - - 14 9.5 - - - - 24.5 - - - 15 9.5 - - - 22.3 - - - 16 -1.0 - - - - 24.7 - - - 17 -1.0 - - - - 20.3 18 -1.0 - - - - 18.8 - - - 18A 16.0 - - - - 11.4 - - - 19 -1.0 - - - - 17.3 20 -1.0 - - - - 9.5 - - - 20A -1.5 K= 4.30 9.5 13.2 21A -1.5 K= 4.30 9.1 13.0 19A 12.0 - - - - 11.7 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC-GAME ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.0 44.0 500.0 55.9 31.2 30.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM FILE COPY SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 2/10/2011 C:\HASS74\04309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC-GAME ROOM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.2 0.995 PL 20.00 PF 7.4 1 0.0 SRCE 30.0 (N/A) 12.9 150 FTG TG PE 0.0 2 0.0 0.0 22.6 0.0 0.254 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 22.6 0.0 5.0 psi, 31.2 gpm 2A 0.0 0.0 17.6 0.0 Pipe: 3 31.2 1.590 PL 40.00 PF 1.3 2A 0.0 0.0 17.6 0.0 5.0 150 FTG 3L FE 0.0 3A 0.0 H.S. 16.4 5.0 0.026 TL 49.00 PV Pipe: 4 26.2 1.265 PL 10.00 PF 0.8 3A 0.0 H.S. 16.4 5.0 6.7 150 FTG 2L FE 0.0 R 0.0 0.0 15.6 0.0 0.057 TL 14.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 15.6 0.0 11.0 psi, 26.2 gpm P 0.0 0.0 4.6 0.0 Pipe: 5A 26.2 1.265 FL 1.00 PF 0.3 F 0.0 0.0 4.6 0.0 6.7 150 FTG E FE 0.0 B1 0.0 0.0 4.2 0.0 0.057 TL 6.00 PV Pipe: 5B FIRE PUMP Rating: 31.0 gpm @ 51.0 psi Bi 0.0 0.0 4.2 0.0 Avail.: 26.2 gpm @ 51.0 psi P1 0.0 0.0 44.8 0.0 Req'd. : 26.2 gpm @ 40.6 psi Pipe: 6 26.2 1.265 FL 2.00 PF 0.9 Fl 0.0 0.0 44.8 0.0 6.7 150 FTG ET FE -0.2 3 0.5 0.0 43.7 0.0 0.057 TL 16.00 PV Pipe: 7 26.2 1.380 FL 3.00 PF 0.6 3 0.5 0.0 43.7 0.0 5.6 120 FTG C FE -1.3 4 3.5 0.0 41.8 0.0 0.057 TL 10.00 PV Pipe: 8 26.2 1.394 FL 14.00 PF 1.4 4 3.5 0.0 41.8 0.0 5.5 120 FTG 2E2R FE -2.6 5 9.5 0.0 37.8 0.0 0.054 TL 25.91 PV Pipe: 9 20.00 PF 0.0 9•5 0.0 37.8 0.0 0:0 150 FTG ET3R PE 0.0 6 9.5 0.0 37.8 0.0 0.000 TL 35.00 PV Pipe: 10 0.0 1.101 FL 18.50 PF 0.0 6 9.5 0.0 37.8 0.0 0.0 150 FTG 2T3R FE 0.0 7 9.5 0.0 37.8 0.0 0.000 TL 31.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC-GAME ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. FT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 11 0.0 1.101 FL 10.00 PF 0.0 7 9.5 0.0 37.6 0.0 0.0 150 FTG E2R FE -5.2 8 21.5 0.0 32.6 0.0 0.000 TL 19.00 PV Pipe: 12 0.0 1.101 PL 8.50 PF 0.0 8 21.5 0.0 32.6 0.0 0.0 150 FTG ETR FE 0.2 8A 21.0 0.0 32.8 0.0 0.000 TL 21.50 PV Pipe: 13 0.0 1.101 FL 5.50 PF 0.0 8 21.5 0.0 32.6 0.0 0.0 150 FTG ER FE 0.2 9A 21.0 0.0 32.8 0.0 0.000 TL 13.50 PV Pipe: 14 0.0 1.101 PL 14.00 PF 0.0 6 9.5 0.0 37.8 0.0 0.0 150 FTG 2E2R PE -5.2 10 21.5 0.0 32.6 0.0 0.000 TL 30.00 PV Pipe: 15 0.0 1.101 FL 25.50 PF 0.0 10 21.5 0.0 32.6 0.0 0.0 150 FTG 6E4T FE 0.0 11 21.5 0.0 32.6 0.0 0.000 TL 87.50 PV Pipe: 16 0.0 1.101 FL 1.00 PF 0.0 11 21.5 0.0 32.6 0.0 0.0 150 FTG 2ETR FE 0.2 hA 21.0 0.0 32.8 0.0 0.000 TL 21.00 PV Pipe: 17 0.0 1.101 FL 14.50 PF 0.0 11 21.5 0.0 32.6 0.0 0.0 150 FTG 3E2R FE 0.2 12A 21.0 0.0 32.8 0.0 0.000 TL 37.50 PV Pipe: 18 26.2 1.101 PL 50.00 PF 8.7 5 9.5 0.0 37.8 0.0 8.6 150 FTG E3T5R FE 0.0 13 9.5 0.0 29.2 0.0 0.112 TL 77.00 PV Pipe: 19 26.2 1.101 PL 26.50 PF 4.7 13 9.5 0.0 29.2 0.0 8.8 150 FTG 2T5R FE 0.0 14 9.5 0.0 24.5 0.0 0.112 TL 41.50 PV Pipe: 20 26.2 1.101 PL 9.50 PF 2.2 14 9.5 0.0 24.5 0.0 8.8 150 FTG 2T FE 0.0 15 9.5 0.0 22.3 0.0 0.112 TL 19.50 PV Pipe: 21 26.2 1.101 FL 10.00 FE' 2.1 15 9.5 0.0 22.3 0.0 8.8 150 FTG E2R FE 4.5 16 -1.0 0.0 24.7 0.0 0.112 TL 19.00 PV Pipe: 22 26.2 1.101 FL 28.00 PF 4.4 16 -1.0 0.0 24.7 0.0 8.8 150 FTG E4R FE 0.0 17 -1.0 0.0 20.3 0.0 0.112 TL 39.00 PV Pipe: 23 26.2 1.101 FL 7.50 FE' 1.5 17 -1.0 0.0 20.3 0.0 8.8 150 FTG TR FE 0.0 18 -1.0 0.0 18.8 0.0 0.112 TL 13.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 2/10,'2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC-GAME ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 24 0.0 1.101 PL 18.50 PF 0.0 18 -1.0 0.0 18.8 0.0 0.0 150 FTG 2ET3R FE -7.4 iSA 16.0 0.0 11.4 0.0 0.000 TL 40.50 PV Pipe: 25 26.2 1.101 PL 12.00 PF 1.5 18 -1.0 0.0 18.6 0.0 8.8 150 FTG R PE 0.0 19 -1.0 0.0 17.3 0.0 0.112 TL 13.00 PV Pipe: 26 0.0 1.101 PL 13.00 PF 0.0 19 -1.0 0.0 17.3 0.0 0.0 150 FTG 2ET3R PE -5.6 19A 12.0 0.0 11.7 (.0 0.000 TL 35.00 PV Pipe: 27 26.2 1.101 PL 19.00 PF 7.9 19 -1.0 0.0 17.3 0.0 6.8 150 FTG 7E2R PE 0.0 20 -1.0 0.0 9.5 0.0 0.112 TL 70.00 PV Pipe: 28 13.2 1.101 FL 0.50 PF 0.2 20 -1.0 0.0 9.5 0.0 4.5 150 FTG TR FE 0.2 20A -1.5 4.3 9.5 13.2 0.032 TL 6.50 PV Pipe: 29 13.0 1.101 PL 10.00 PF 0.6 20 -1.0 0.0 9.5 0.0 4.4 150 FTG ER FE 0.2 21A -1.5 4.3 9.1 13.0 0.031 TL 18.00 PV NOTES (HASS): Calculations were performed by the HASS 8.1 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.059 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. The Minimum pump suction pressure under maximum calculated demand is 4.21 (psi) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 ' /1r /'rii '74\C4 3 09 \lrr LJ -1iE. f.LU/LUii JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC-GAME ROOM (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC-GAME ROOM WATER SUPPLY ANALYSIS Static: 56.00 psi Resid: 44.00 psi Flow: 500.0 gpm 120. 0 LEGEND 100.c IPA Pressure available at source 55.93 psi @ 31.2 gpm G A 80.0 Pressure required U at source G 5 30.00 psi @ 31.2 gpm Pressure available from pump 51.08 psi @ 26.2 gpm IIA Pressure required from pump 40.59 psi @ 26.2 gpm Total Pressure avail- able at pump dschg. 73.64 psi @ 26.2 gpm Total Pressure re- quired at pump dschg. 44.81 psi @ 26.2 gpm 0.0 Source Supply Curve Net Pump Supply Curve Pump Discharge Curve 20C300 400 500 600 700 800 900 100CD System Demand Curve FLOW (GPM) Available at Source Available at Pump Suction P 60.0 R 1 E S S 6 40 U U R E 2 20.0 P S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 2/10/2011 C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC-GAME ROOM WATER SUPPLY CURVE 60+ 55+ \\ \\ \ 50+ \\ I \\ I \\ 45+ \ I * <-44.0 Psi @ 500 gpm I Flow Test Point P 40+ R I E I S I S 35+ U R I E I 30X ( I P I S I 25+ ) I 20+ 15+ 10+ LEGEND I H X = Required Water Supply I 30.00 psi @ 31.2 gpm 5+ I 0 = Available Water Supply 55.93 psi @ 31.2 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56,0 44.0 500.0 55.9 37.4 33.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 37.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 32.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 33.7 37.4 2 0.0 - - - - 23.4 - - - 2A 0.0 - - - - 18.4 - - - 3A 0.0 HOSE STREAM 16.7 5.0 R 0.0 - - - - 15.5 - - - P 0.0 - - - - 4.5 - - - SI 0.0 - - - - 4.0 - - - P1 0.0 - - - - 53.6 - - - 3 0.5 - - - - 52.0 - - - 4 3.5 - - - - 49.9 - - - 5 9.5 - - - - 45.2 - - - 6 9.5 - - - - 39.4 - - - 7 9.5 - - - - 39.4 - - - 8 21.5 - - - - 34.2 - - - 8A 21.0 - - - - 34.4 - - - 9A 21.0 - - - - 34.4 - - - 10 21.5 - - - - 29.2 - - - 11 21.5 - - - - 14.7 - - - hA 21.0 K= 4.40 13.9 16.4 12A 21.0 K= 4.40 13.2 16.0 13 9.5 - - - - 45.2 - - - 14 9.5 - - - - 45.2 - - - 15 9.5 - - - - 452 - - - 16 -1.0 - - - - 49.8 - - - 17 -1.0 - - - - 49.8 - - - 18 -1.0 - - - - 49.8 - - - 18A 13.0 - - - - 43.7 - - - 19 -1.0 - - - - 49.8 - - - 20 -1.0 - - - - 49.8 - - - 20A -1.5 - - - - 50.0 - - - 21A -1.5 - - - - 50.0 - - - 22 -1.0 - - - - 49.8 - - - 22A 16.0 - - - - 42.4 - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS -- -Page 2 DATE 313/2010 C \HASS74\C4309 SDF JOB- TITLERACCIATO.RESIDENCE TWO HEAD t - -- CALC-MBEDROOM- - - --1 ODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 37.4 0.995 FL 20.00 PF 10.3 1 0.0 SRCE 33.7 (N/A) 15.4 150 FTG TG PE 0.0 2 0.0 0.0 23.4 0.0 0.354 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 23.4 0.0 5.0 psi, 37.4 gpm 2A 0.0 0.0 18.4 0.0 Pipe: 3 37.4 1.590 PL 40.00 PF 1.8 2A 0.0 0.0 18.4 0.0 6.0 150 FTG 3L PE 0.0 3A 0.0 H.S. 16.7 5.0 0.036 TL 49.00 PV Pipe: 4 32.4 1.265 FL 10.00 PF 1.2 3A 0.0 H.S. 16.7 5.0 8.3 150 FTG 2L FE 0.0 R 0.0 0.0 15.5 0.0 0.085 TL 14.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 15.5 0.0 11.0 psi, 32.4 gpm P 0.0 0.0 4.5 0.0 Pipe: 5A 32.4 1.265 PL 1.00 FE' 0.5 P 0.0 0.0 4.5 0.0 8.3 150 FTG E FE 0.0 B1 0.0 0.0 4.0 0.0 0.085 TL 6.00 PV Pipe: SB FIRE PUMP Rating: 31.0 gpm @ 51.0 psi Bi 0.0 0.0 4.0 0.0 Avail.: 32.4 gpm @ 49.6 psi P1 0.0 0.0 53.6 0.0 Req'd. : 32.4 gpm @ 49.6 psi Pipe: 6 32.4 1.265 PL 2.00 FE' 1.4 P1 0.0 0.0 53.6 0.0 8.3 150 FTG ET FE -0.2 3 0.5 0.0 52.0 0.0 0.085 TL 16.00 PV Pipe: 7 32.4 1.380 PL 3.00 PF 0.8 3 0.5 0.0 52.0 0.0 7.0 120 FTG C FE -1.3 4 3.5 0.0 49.9 0.0 0.084 TL 10.00 PV Pipe: 8 32.4 1.394 PL 14.00 PF 2.1 4 3.5 0.0 49.9 0.0 6.8 120 FTG 2E2R PE -2.6 5 9.5 0.0 45.2 0.0 0.080 TL 25.91 PV Pipe: 9 32.4 1.101 PL 20.00 PF 5.8 5 9.5 0.0 45.2 0.0 10.9 150 FTG ET3R PE 0.0 6 9.5 0.0 39.4 0.0 0.166 TL 35.00 PV - r - -- - . -- - - - --------'--- - u--. -- -----------r-------= - --- SPRINKLER SYSTEM HYDRAULIC ANALYSIS - Page 3 DATE 3/3/2010 C:\HASS74\C4309.SDF JO TITLET:RACCIATO: RESIDENCE TWO HEAD-ciCMBEDROOM-- tPIPE 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: 10 0.0 1.101 PL 18.50 PF 0.0 6 9.5 0.0 39.4 0.0 0.0 150 FTG 2T3R PE 0.0 7 9.5 0.0 39.4 0.0 0.000 TL 31.50 PV Pipe: 11 0.0 1.101 FL 10.00 FE' 0.0 7 9.5 0.0 39.4 0.0 0.0 150 FTG E2R PE -5.2 8 21.5 0.0 34.2 0.0 0.000 TL 19.00 PV Pipe: 12 1 0.0 1.101 PL 8.50 PF 0.0 8 21.5 0.0 34.2 0.0 0.0 150 FTG ETR PE 0.2 BA 21.0 0.0 34.4 0.0 0.000 TL 21.50 PV Pipe: 13 0.0 1.101 PL 5.50 PF 0.0 8 21.5 0.0 34.2 0.0 0.0 150 FTG ER PE 0.2 9A 21.0 0.0 34.4 0.0 0.000 TL 13.50 PV Pipe: 14 32.4 1.101 PL 14.00 PF 5.0 6 9.5 0.0 39.4 0.0 10.9 150 FTG 2E2R PE -5.2 10 21.5 0.0 29.2 0.0 0.166 TL 30.00 PV Pipe: 15 32.4 1.101 PL 25.50 FE' 14.5 10 21.5 0.0 29.2 0.0 10.9 150 FTG 6E4T PE 0.0 11 21.5 0.0 14.7 0.0 0.166 TL 87.50 PV Pipe: 16 16.4 1.101 FL 1.00 PP 1.0 11 21.5 0.0 14.7 0.0 5.5 150 FTG 2ETR PE 0.2 hA 21.0 4.4 13.9 16.4 0.047 TL 21.00 PV Pipe: 17 16.0 1.101 PL 14.50 PP 1.7 11 21.5 0.0 14.7 0.0 5.4 150 FTG 3E2R PE 0.2 12A 21.0 4.4 13.2 16.0 0.045 TL 37.50 PV Pipe: 18 0.0 1.101 PL 50.00 PP 0.0 5 9.5 0.0 45.2 0.0 0.0 150 FTG E3T5R FE 0.0 13 9.5 0.0 45.2 0.0 0.000 TL 77.00 PV Pipe: 19 0.0 1.101 PL 26.50 PP 0.0 13 9.5 0.0 45.2 0.0 0.0 150 FTC 2T5R PE 0.0 14 9.5 0.0 45.2 0.0 0.000 TL 41.50 PV Pipe: 20 0.0 1.101 FL 9.50 PP 0.0 14 9.5 0.0 45.2 0.0 0.0 150 FTC 2T PE 0.0 15 9.5 0.0 45.2 0.0 0.000 TL 19.50 PV Pipe: 21 0.0 1.101 FL 10.00 PP 0.0 15 9.5 0.0 45.2 0.0 0.0 150 FTG E2R PE 4.5 16 -1.0 0.0 49.8 0.0 0.000 TL 19.00 PV Pipe: 22 0.0 1.101 FL 42.50 FE' 0.0 16 -1.0 0.0 49.8 0.0 0.0 150 FTG 2ET5R FE 0.0 17 -1.0 0.0 49.8 0.0 0.000 TL 66.50 PV • - •.-.- - ---;.• . --- '- --,------,-•----- -- - - -- -•- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 ,DATE': 3/3/20.1O C:\HASS74\C4309.SDF -J0BTITLE --RACCIATO RESIDENCE ---.-------•-..------•*----------.. TWO ..-______.____._____ HEAD CALC-M BEDROOM 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 0.0 1.101 PL 6.00 PF 0.0 17 -1.0 0.0 49.8 0.0 0.0 150 FTG 2T PE 0.0 18 -1.0 0.0 49.8 0.0 0.000 TL 16.00 PV Pipe: 24 0.0 1.101 PL 13.50 PF 0.0 18 -1.0 0.0 .49.8 0.0 0.0 150 FTG 2E2R PE -6.1 18A 13.0 0.0 43.7 0.0 0.000 TL 29.50 PV Pipe: 25 0.0 1.101 PL 7.50 PF 0.0 17 -1.0 0.0 49.8 0.0 0.0 150 FTG R PE 0.0 19 -1.0 0.0 49.8 0.0 0.000 TL 8.50 PV Pipe: 26 0.0 1.101 PL 21.00 PF 0.0 19 -1.0 0.0 49.8 0.0 0.0 150 FTG 2T2R PE 0.0 20 -1.0 0.0 49.8 0.0 0.000 TL 33.00 PV Pipe: 27 0.0 1.101 PL 0.50 PP 0.0 20 -1.0 0.0 49.8 0.0 0.0 150 FTG TR PE 0.2 20A -1.5 0.0 50.0 0.0 0.000 TL 6.50 PV Pipe: 28 0.0 1.101 PL 8.50 PP 0.0 20 -1.0 0.0 49.8 0.0 0.0 150 FTG ER PE 0.2 21A -1.5 0.0 50.0 0.0 0.000 TL 16.50 PV Pipe: 29 0.0 1.101 PL 9.00 PP 0.0 19 -1.0 0.0 49.8 0.0 0.0 150 FTG R PE 0.0 22 -1.0 0.0 49.8 0.0 0.000 TL 10.00 PV Pipe: 30 0.0 1.101 PL 20.50 PP 0.0 22 -1.0 0.0 49.8 0.0 0.0 150 FTC 2E2R PE -7.4 22A 16.0 0.0 42.4 0.0 0.000 TL 36.50 PV NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 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 0.121 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.4 ft/sec at pipe 1. The Minimum pump suction pressure under maximum calculated demand is 3.98 (psi) (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C. L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 .2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLES SYSTEM HYDRAULIC ANALYSIS -P -6 DATE: 3/3/2010 C:\HASS74\C430.SbF JOB TITLE: RACCIATO RESIDENGETWO HEADGALC-M.- BEDROOM tWATER SUPPLY ANALYSIS Static: 56.00 psi Resid: 44.00 psi Flow: 500.0 gpm 120.0 LEGEND 100.0 G A 80.0 U G E p 60.0 R 1 E S S 40.0 U R 2 E 20.0 P S i 0.0 -14.71 1 I 1 1 I 1 1 I I Pressure available at source 55.90 psi @ 37.4 gpm Pressure required at source 33.72 psi @ 37.4 gpm Pressure available from pump 49.61 psi @ 32.4 gpm Total Pressure avail- able at pump dschg. 67.69 psi @ 32.4 gpm Total Pressure re- quired at pump dschg. 53.61 psi @ 32.4 gpm Source Supply Curve Net Pump Supply Curve Pump Discharge Curve System Demand Curve Available at Source Available at Pump Suction 20(300 400 500 600 700 800 900 1000 FLOW (GPM) 60+ - O\ 55-i-\\ I \\ \ 50+ \\ \\ \\ 45+ \ I * <-44.0 psi @ 500 gpm I Flow Test Point P 40+ R I E I S I S 35+ rJ x R I E 30+ P S I 25+ ) I 20+ 15+ 10+ LEGEND I' X = Required Water Supply I 33.72 psi @ 37.4 gpm 5+ 0 = Available Water Supply 55.90 psi @ 37.4 gpm + ------+ -------+ --------+---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) r - - -- - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 3/3/2010 C:\HASS74\C4309.SbF JOB_-TITLE:RACCIATO RESIDENCE -TWO'HEA CALC-M; BEDROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.0 44.0 500.0 55.9 37.2 21.3 AGGREGATE FLOW ANALYSIS; TOTAL FLOW AT SOURCE 37.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 32.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 21.3 37.2 2 0.0 - - - - 11.1 - - - 2A 0.0 - - - - 6.1 - - - 3A 0.0 HOSE STREAM 4.4 5.0 R 0.0 - - - - 3.2 - - - P 0.0 - - - -7.8 - - - Bi 0.0 - - - - -8.3 91 0.0 - - - - 41.5 - - - 3 0.5 - - - - 40.0 - - - 4 3.5 - - - - 37.9 5 9.5 - - - - 33.2 - - - 6 9.5 - - - - 27.5 - - - 7 9.5 - - - - 22.3 - - - 8 21.5 - - - - 14.0 - - - 8A 21.0 K= 4.40 13.2 16.0 9A 21.0 K= 4.40 13.6 16.2 10 21.5 - - - - 22.3 11 21.5 - - - - 22.3 hA 21.0 - - - - 22.5 - - - 12A 21.0 - - - - 22.5 - - - 13 9.5 - - - - 33.2 - - - 14 9.5 - - - - 33.2 - - - 15 9.5 - - - - 33.2 - - - 16 -1.0 - - - - 37.8 - - - 17 -1.0 - - - - 37.8 - - - 18 -1.0 - - - - 37.8 - - - 18A 13.0 - - - - 31.7 - - - 19 -1.0 - - - - 37.8 20 -1.0 - - - - 37.8 - - - 20A -1.5 - - - 38.0 - - - 21A -1.5 - - - - 38.0 - - - 22 -1.0 - - - - 37.8 - - - 22A 16.0 - - - - 30.4 - - - - * - - - - - SPRINKLER SYSTEM HYDRAULIC--ANALYSIS Page 2 DATE: 3/3/2010 C:\HASS74\C4309.SDF JOB TITLE RACCIATORESI-DENCE TWO HEAD _________________ - --------.------- - ---. CALC-M. BEDROOM - .- ------------------- -S. - •_-SS _*S_ -S_-S_ -- -- 'NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 37.2 0.995 FL 20.00 PF 10.2 1 0.0 SRCE 21.3 (N/A) 15.3 150 FTG TG FE 0.0 2 0.0 0.0 11.1 0.0 0.351 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 11.1 0.0 5.0 psi, 37.2 gpm 2A 0.0 0.0 6.1 0.0 Pipe: 3 37.2 1.590 FL 40.00 PF 1.8 2A 0.0 0.0 6.1 0.0 6.0 150 FTG 3L FE 0.0 3A 0.0 H.S. 4.4 5.0 0.036 TL 49.00 PV Pipe: 4 32.2 1.265 FL 10.00 PF 1.2 3A 0.0 H.S. 4.4 5.0 8.2 150 FTG 2L FE 0.0 R 0.0 0.0 3.2 0.0 0.084 TL 14.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 3.2 0.0 11.0 Psi, 32.2 gpm P 0.0 0.0 -7.8 0.0 Pipe: 5A 32.2 1.265 FL 1.00 PF 0.5 P 0.0 0.0 -7.8 0.0 8.2 150 FTG E FE 0.0 Bi 0.0 0.0 -8.3 0.0 0.084 TL 6.00 PV Pipe: 5B FIRE PUMP Rating: 31.0 gpm @ 51.0 psi Bi 0.0 0.0 -8.3 0.0 Avail.: 32.2 gpm @ 49.8 Psi P1 0.0 0.0 41.5 0.0 Req'd. : 32.2 gpm @ 49.8 Psi Pipe: 6 32.2 1.265 FL 2.00 PF 1.3 Fl 0.0 0.0 41.5 0.0 8.2 150 FTG ET FE -0.2 3 0.5 0.0 40.0 0.0 0.084 TL 16.00 PV Pipe: 7 32.2 1.380 PL 3.00 PF 0.8 3 0.5 0.0 40.0 0.0 6.9 120 FTG C PE -1.3 4 3.5 0.0 37.9 0.0 0.083 TL 10.00 PV Pipe: 8 32.2 1.394 FL 14.00 FE' 2.0 4 3.5 0.0 37.9 0.0 6.8 120 FTG 2E2R FE -2.6 5 9.5 0.0 33.2 00 0.079 TL 25.91 PV Pipe: 9 32.2 1.101 FL 20.00 FE' 5.7 5 9.5 0.0 33.2 00 10.9 150 FTG ET3R PE 0.0 6 9.5 0.0 27.5 0.0 0.164 TL 35.00 PV - -- -- - - - -'--r r---tr ttr--?- - - - -----fl-r ---- r-- ,---- SPRINKLER SYSTEM HYDRAULIC ANALYSIS --- Page 3 DATE: 3/3/2010 7.C:\HASS7.4\C4309.SDF - - JOB TITLE: RACCIATORESIDENCE TWO HEADCALC-M. BEDROOM '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: 10 32.2 1.101 PL 18.50 PF 5.2 6 9.5 0.0 27.5 0.0 10.9 150 FTG 2T3R PE 0.0 7 9.5 0.0 22.3 0.0 0.164 TL 31.50 PV Pipe: 11 32.2 1.101 FL 10.00 PF 3.1 7 9.5 0.0 22.3 0.0 10.9 150 FTG E2R PE -5.2 8 21.5 0.0 14.0 0.0 0.164 TL 19.00 PV Pipe: 12 1 16.0 1.101 FL 8.50 PF 1.0 8 21.5 0.0 14.0 0.0 5.4 150 FTG ETR FE 0.2 8A 21.0 4.4 13.2 16.0 0.045 TL 21.50 PV Pipe: 13 16.2 1.101 FL 5.50 PF 0.6 8 21.5 0.0 14.0 0.0 5.5 150 FTG ER FE 0.2 9A 21.0 4.4 13.6 16.2 0.046 TL 13.50 PV Pipe: 14 0.0 1.101 PL 14.00 PF 0.0 6 9.5 0.0 27.5 0.0 0.0 150 FTG 2E2R FE -5.2 10 21.5 0.0 22.3 0.0 0.000 TL 30.00 PV Pipe: 15 0.0 1.101 FL 25.50 PF 0.0 10 21.5 0.0 22.3 0.0 0.0 150 FTG 6E4T FE 0.0 11 21.5 0.0 22.3 0.0 0.000 TL 87.50 PV Pipe: 16 0.0 1.101 FL 1.00 PF 0.0 11 21.5 0.0 22.3 0.0 0.0 150 FTG 2ETR FE 0.2 hA 21.0 0.0 22.5 0.0 0.000 TL 21.00 PV Pipe: 17 0.0 1.101 FL 14.50 PF 0.0 11 21.5 0.0 22.3 0.0 0.0 150 FTG 3E2R FE 0.2 12A 21.0 0.0 22.5 0.0 0.000 TL 37.50 PV Pipe: 18 0.0 1.101 PL 50.00 FE' 0.0 5 9.5 0.0, 33.2 0.0 0.0 150 FTG E3T5R FE 0.0 13 9.5 0.0 33.2 0.0 0.000 TL 77.00 PV Pipe: 19 0.0 1.101 FL 26.50 PF 0.0 13 9.5 0.0 33.2 0.0 0.0 150 FTG 2T5R FE 0.0 14 - 9.5 0.0 33.2 0.0 0.000 TL 41.50 PV Pipe: 20 0.0 1.101 FL 9.50 FE' 0.0 14 9.5 0.0 33.2 0.0 0.0 150 FTG 2T FE 0.0 15 9.5 0.0 33.2 0.0 0.000 TL 19.50 PV Pipe: 21 0.0 1.101 FL 10.00 FE' 0.0 15 9.5 0.0 33.2 0.0 0.0 150 FTG E2R FE 4.5 16 -1.0 0.0 37.8 0.0 0.000 TL 19.00 PV Pipe: 22 0.0 1.101 PL 42.50 PF 0.0 16 -1.0 0.0 37.8 0.0 0.0 150 FTG 2ET5R FE 0.0 17 -1.0 0.0 37.8 0.0 0.000 TL 66.50 PV - - - --,--- _,-.;---------. - - 1- -- -. -- -*--. ------ -.---- - ----- -, - - ----,--.-,---,---.-,,---- - ------,-----".-,- -, - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 3/3/2010 - C:\HASS74\C4309SDF - 3OB TITLE: RACCIATO RESIDENCE TWQ..HEAD CALC-M. tPIPE 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 0.0 1.101 FL 6.00 PF 0.0 17 -1.0 0.0 37.8 0.0 0.0 150 FTG 2T FE 0.0 18 -1.0 0.0 37.8 0.0 0.000 TL 16.00 PV Pipe: 24 0.0 1.101 PL 13.50 PP 0.0 18 -1.0 0.0 37.8 0.0 0.0 150 FTG 2E2R FE -6.1 18A 13.0 0.0 31.7 0.0 0.000 TL 29.50 PV Pipe: 25 1 0.0 1.101 FL 7.50 PP 0.0 17 -1.0 0.0 37.8 0.0 0.0 150 FTG R FE 0.0 19 -1.0 0.0 37.8 0.0 0.000 TL 8.50 PV Pipe: 26 0.0 1.101 FL 21.00 PP 0.0 19 -1.0 0.0 37.8 0.0 0.0 150 FTG 2T2R FE 0.0 20 -1.0 0.0 37.8 0.0 0.000 TL 33.00 PV Pipe: 27 0.0 1.101 FL 0.50 PP 0.0 20 -1.0 0.0 37.8 0.0 0.0 150 FTG TR FE 0.2 20A -1.5 0.0 38.0 0.0 0.000 TL 6.50 PV Pipe: 28 0.0 1.101 FL 8.50 PP 0.0 20 -1.0 0.0 37.8 0.0 0.0 150 FTG ER FE 0.2 21A -1.5 0.0 38.0 0.0 0.000 TL 16.50 PV Pipe: 29 0.0 1.101 FL 9.00 PP 0.0 19 -1.0 0.0 37.8 0.0 0.0 150 FTG R PE 0.0 22 -1.0 0.0 37.8 0.0 0.000 TL 10.00 PV Pipe: 30 0.0 1.101 FL 20.50 PP 0.0 22 -1.0 0.0 37.8 0.0 0.0 150 FTG 2E2R PE -7.4 22A 16.0 0.0 30.4 0.0 0.000 TL 36.50 PV NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. .208 South Public Square Petersburg, TN 37144 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 0.071 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.3 ft/sec at pipe 1. The Minimum pump suction pressure under maximum calculated demand is -8.30 (psi) _________ • - .,- -•----- - r-,-,,- - -- - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 3/3/2010 •. 7C:\HASS74\C4309.SDF JOB TITLE: RACCIATO RESIDENCE TWO HEAD CALC-M. BEDROOM* (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) B T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 i I )L - TI SPRINKLER;-SYSTEM -HYDRAULIC ANALYSIS --; DATE: 3/3/2010 .: C:\HASS74\C409:SD' JOB TITLE: RACCIATO RESIDENCE TWO READ CALC-M. BEDROOM T'- -•- WATER SUPPLY ANALYSIS . Static: 56.00 psi Resid: 44.00 psi Flow: 500.0 gpm 120." LEGEND 100. Pressure available at source 55.90 psi @ 37.2 gpm G A 80 U G E p 60. R E S S 405 U R E 202 p S i 0. -14.71 1 I 1 I I I I 20C300 400 500 600 700 800 900 1000 FLOW (GPM) - Pressure required at source 21.30 psi @ 37.2 gpm Pressure available from pump 49.82 psi @ 32.2 gpm Total Pressure avail- able at pump dschg. 68.07 psi @ 32.2 gpm Total Pressure re- quired at pump dschg. 41.53 psi @ 32.2 gpm Source Supply Curve Net Pump Supply Curve Pump Discharge Curve System Demand Curve B. Available at Source F. Available at Pump Suction - -=--- ------.-- -'- - - - - - - - - --- SPRNKLER SYSTEM HYDRAULIC-ANALYSIS--. -' Page 7 -DATE:3/3/2010- : -:cjHASS74\C4309.SDF JOBTITLE RACCIATO RESIDENCE TWO HEAD CAI;C--:~'M ---BE'DROOM7I - _-- -- - ATERSUPPLYCURVE 6O-- 0\ 55+ \\ I \\ \\ 50+ \\ I \\ I \\ I \\ 45+ \ * <-44.0 psi @ 500 gpm Flow Test Point P 40+ R I E I S I S 35+ U R I E I 30+ P S I 25+ x 20+ 15+ 10+ LEGEND 'I '9 X = Required Water Supply I 21.30 psi @ 37.2 gpm 5+ I 0 = Available Water Supply 55.90 Psi @ 37.2 gpm 0+--+---+----+-----+ ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SOURCE STATIC RESID. FLOW AVAIL. TOTAL NODE PRESS. PRESS. @ PRESS. @ DEMAND TAG (PSI) (PSI) (GPM) (PSI) (GPM) 1 56.0 44.0 500.0 55.9 37.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 1 37.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 32.9 GPM REQ'D PRESS. The(eLj)o e hren renewed for apparent compliance iii lie iirein applicable codes and StliidJr(js in 10cc sir. The owner or contractor may itiIize support or an application for a building se he spress understanding that this review ii ii n a relies es the owner or contractor or their pwless&iinal eiiL'itieer or architect for sole RSXlflsihihity cirunpl lance with said codes and standards. rncIud he building code or Ibr any responsihihty for cleliciejicucs, errors. oniissoiis or negligence ill these plaits whether or not noted in this review, Dale: Reviewer: 0 RECOMMEND APPROVAL RECOMMEND APPROVAL AS NOTED NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE (FT) 1 0.0 SOURCE 46.1 37.9 2 0.0 - - - - 35.6 - - - 2A 0.0 - - - - 30.6 3A 0.0 HOSE STREAM 28.7 5.0 R 0.0 - - - - 27.5 - - - P 0.0 - - - - 16.5 - - - BI 0.0 - - - - 16.0 - - - P1 0.0 - - - - 65.2 - - - 3 0.5 - - - - 63.6 - - - 4 3.5 - - - - 61.4 - - - 5 9.5 - - - - 56.7 - - - 6 9.5 - - - - 56.7 - - - 7 9.5 - - - - 56.7 - - - 8 21.5 - - - - 51.5 - - 8A 21.0 - - - - 51.7 - - - 9A 21.0 - - - - 51.7 - - - 10 21.5 - - - - 51.5 - - - 11 21.5 - - - - 51.5 - - - hA 21.0 - - - - 51.7 - - - 12A 21.0 - - - - 51.7 13 9.5 - - - - 43.5 - - - 14 9.5 - - - - 36.4 - - - 15 9.5 - - - - 33.1 - - - 16 -1.0 - - - - 34.4 - - - 17 -1.0 - - - - 23.1 - - - 18 -1.0 - - - - 22.3 - - - 18A 13.0 K= 4.40 14.7 16.9 19 -1.0 - - - - 22.7 - - - 20 -1.0 - - - - 22.7 - - - 20A -1.5 - - - - 22.9 - - - 21A -1.5 - - - - 22.9 - - - 22 -1.0 - - - - 22.2 - - - 22A 16.0 K= 4.40 13.2 16.0 a z, 0 0 ' 0 -, -•.v 0 CD M Cr co m CL o-- o t:' - 00 CD CD _. 'C a Li m'- eOi PRESSURE DISCHARGE Ive (PSI) (GPM) rr LEE PY ,•, j, , .I,__ (UI III ,4. I.,l4)I ,.,I ljiI •iih ''' I-. I •"•' >I'hf "-- U L -------- - - --' ------ - ,- --.- - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS- -Page 2 DATE: 3/3/010 C:\HASS74\C4309;SDF JOB TITLE:;RACC-IATQT-RESIDE-NCE TWO.-,-HEAD CALC-FANILYROOM; NODE ANALYSIS-DATA -. NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) I-1W(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 37.9 0.995 PL 20.00 PF 10.5 1 0.0 SRCE 46.1 (N/A) 15.6 150 FTG TG FE 0.0 2 0.0 0.0 35.6 0.0 0.363 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 35.6 0.0 5.0 psi, 37.9 gpm 2A 0.0 0.0 30.6 0.0 Pipe: 3 37.9 1.590 FL 40.00 PF 1.8 2A 0.0 0.0 30.6 0.0 6.1 150 FTG 3L PE 0.0 3A 0.0 H.S. 28.7 5.0 0.037 TL 49.00 PV Pipe: 4 32.9 1.265 FL 10.00 FE' 1.2 3A 0.0 H.S. 28.7 5.0 8.4 150 FTG 2L PE 0.0 R 0.0 0.0 27.5 0.0 0.087 TL 14.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 27.5 0.0 11.0 Psi, 32.9 gpm F 0.0 0.0 16.5 0.0 Pipe: 5A 32.9 1.265 FL 1.00 FE' 0.5 P 0.0 0.0 16.5 0.0 8.4 150 FTG E FE 0.0 Bi 0.0 0.0 16.0 0.0 0.087 TL 6.00 PV Pipe: 5B FIRE PUMP Rating: 31.0 gpm @ 51.0 psi Bi 0.0 0.0 16.0 0.0 Avail.: 32.9 gpm @ 49.1 psi P1 0.0 0.0 65.2 0.0 Req'd. : 32.9 gpm @ 49.1 psi Pipe: 6 32.9 1.265 FL 2.00 FE' 1.4 P1 0.0 0.0 65.2 0.0 8.4 150 FTG ET FE -0.2 3 0.5 0.0 63.6 0.0 0.087 TL 16.00 PV Pipe: 7 32.9 1.380 FL 3.00 FE' 0.9 3 0.5 0.0 63.6 0.0 7.1 120 FTG C FE -1.3 4 3.5 0.0 61.4 0.0 0.086 TL 10.00 PV Pipe: 8 32.9 1.394 PL 14.00 PF 2.1 4 3.5 0.0 61.4 0.0 6.9 120 FTG 2E2R FE -2.6 5 9.5 0.0 56.7 0.0 0.082 TL 25.91 PV Pipe: 9 0.0 1.101 PL 20.00 FE' 0.0 5 9.5 0.0 56.7 0.0 0.0 150 FTG ET3R FE 0.0 6 9.5 0.0 56.7 0.0 0.000 TL 35.00 PV - -*------ - - • SPRIKLERSYSTEM HYDRAULIC ANALYSIS; Iage 3 DATE 3/3/0l0 -.C,.\HAS874\C4309 SDF JOB ITLE:RACCIATO RESIDENCE TWO HEAD cALc-:FANILyooM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. f END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 10 0.0 1.101 PL 18.50 PF 0.0 6 9.5 0.0 56.7 0.0 0.0 150 FTG 2T3R PE 0.0 7 9.5 0.0 56.7 0.0 0.000 TL 31.50 PV Pipe: 11 0.0 1.101 PL 10.00 PF 0.0 7 9.5 0.0 56.7 0.0 0.0 150 FTG E2R PE -5.2 8 21.5 0.0 51.5 0.0 0.000 TL 19.00 PV Pipe: 12 0.0 1.101 FL 8.50 PF 0.0 8 21.5 0.0 51.5 0.0 0.0 150 FTG ETR PE 0.2 BA 21.0 0.0 51.7 0.0 0.000 TL 21.50 PV Pipe: 13 0.0 1.101 PL 5.50 PF 0.0 8 21.5 0.0 51.5 0.0 0.0 150 FTG ER FE 0.2 9A 21.0 0.0 51.7 0.0 0.000 TL 13.50 PV Pipe: 14 0.0 1.101 FL 14.00 PF 0.0 6 9.5 0.0 56.7 0.0 0.0 150 FTG 2E2R FE -5.2 10 21.5 0.0 51.5 0.0 0.000 TL 30.00 PV Pipe: 15 0.0 1.101 PL 25.50 PF 0.0 10 21.5 0.0 51.5 0.0 0.0 150 FTG 6E4T FE. 0.0 11 21.5 0.0 51.5 0.0 0.000 TL 87.50 PV Pipe: 16 0.0 1.101 PL 1.00 PF 0.0 11 21.5 0.0 51.5 0.0 0.0 150 FTG 2ETR FE 0.2 hA 21.0 0.0 51.7 0.0 0.000 TL 21.00 PV Pipe: 17 0.0 1.101 PL 14.50 PF 0.0 11 21.5 0.0 51.5 0.0 0.0 150 FTG 3E2R FE 0.2 12A 21.0 0.0 51.7 0.0 0.000 TL 37.50 PV Pipe: 18 32.9 1.101 PL 50.00 PF 13.1 5 9.5 0.0 56.7 0.0 11.1 150 FTG E3T5R PE 0.0 13 9.5 0.0 43.5 0.0 0.171 TL 77.00 PV Pipe: 19 32.9 1.101 PL 26.50 PF 7.1 13 9.5 0.0 43.5 0.0 11.1 150 FTG 2T5R FE 0.0 14 9.5 0.0 36.4 0.0 0.171 TL 41.50 PV Pipe: 20 32.9 1.101 PL 9.50 PF 3.3 14 95 0.0 36.4 0.0 11.1 150 FTG 2T PE 0.0 15 9.5 0.0 33.1 0.0 0.171 TL 19.50 PV Pipe: 21 32.9 1.101 PL 10.00 PF 3.2 15 95 0.0 33.1 0.0 11.1 150 FTG E2R PE 4.5 16 -1.0 0.0 34.4 0.0 0.171 TL 19.00 PV Pipe: 22 32.9 1.101 PL 42.50 PF 11.4 16 -1.0 0.0 34.4 0.0 11.1 150 FTG 2ET5R PE 0.0 17 -1.0 0.0 23.1 0.0 0.171 TL 66.50 PV - - - - -- -- - - --- - 7 S•RIKR SYSTEM HYDRAULICANALYSIS ,'-- -- -- Page 4 DATE'- 1/3/2010 - C:\HASS74\C4309.SDF. JOB-ITLE RACCIATO -RESIDENCE TWO HEAD CALCFANILY ROOM - 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 16.9 1.101 PL 6.00 PF 0.8 17 -1.0 0.0 23.1 0.0 5.7 150 FTG 2T FE 0.0 18 -1.0 0.0 22.3 0.0 0.050 TL 16.00 PV Pipe: 24 16.9 1.101 FL 13:50 PF 1.5 18 -1.0 0.0 22.3 0.0 5.7 150 FTG 2E2R PE -6.1 18A 13.0 4.4 14.7 16.9 0.050 TL 29.50 PV Pipe: 25 16.0 1.101 PL 7.50 PF 0.4 17 -1.0 0.0 23.1 0.0 5.4 150 FTG R PE 0.0 19 -1.0 0.0 22.7 0.0 0.045 TL 8.50 PV Pipe: 26 0.0 1.101 FL 21.00 PF 0.0 19 -1.0 0.0 22.7 0.0 0.0 150 FTG 2T2R FE 0.0 20 -1.0 0.0 22.7 0.0 0.000 TL 33.00 PV Pipe: 27 0.0 1.101 FL 0.50 PF 0.0 20 -1.0 0.0 22.7 0.0 0.0 150 FTG TR FE 0.2 20A -1.5 0.0 22.9 0.0 0.000 TL 6.50 PV Pipe: 28 0.0 1.101 FL 8.50 PF 0.0 20 -1.0 0.0 22.7 0.0 0.0 150 FTG ER FE 0.2 21A -1.5 0.0 22.9 0.0 0.000 TL 16.50 PV Pipe: 29 16.0 1.101 FL 9.00 FE' 0.5 19 -1.0 0.0 22.7 0.0 5.4 150 FTG R FE 0.0 22 -1.0 0.0 22.2 0.0 0.045 TL 10.00 PV Pipe: 30 16.0 1.101 PL 20.50 PP 1.6 22 -1.0 0.0 22.2 0.0 5.4 150 FTG 2E2R FE -7.4 22A 16.0 4.4 13.2 16.0 0.045 TL 36.50 Fv NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 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 0.120 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.6 ft/sec at pipe 1. The Minimum pump suction pressure under maximum calculated demand is 16.01 (psi) (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 PAGE: H MATERIAL: CPVC HWC: 1,50 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L . C B G Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 A D 1.00 1.00 B L 0.00 1.00 0.00 2.00 A D A D [IWIDSS1] A D [$WiISIIIi Static: 56.00 psi Resid: 44.00 psi Flow: 500.0 gpm 120.0 LEGEND 100.0 G A 80.0 E A 5 p 60.0 R 1 E S 2 40.0 [-3 R E 20.0 p S i 0.0 -14.7 20C300 400 500 600 700 800 900 1000 FLOW (GPM) Pressure available at source 55.90 psi @ 37.9 gpm Pressure required at source 46.07 psi @ 37.9 gpm Pressure available from pump 49.14 psi 8 32.9 gpm Total Pressure avail- able at pump dschg. 66.86 psi 8 32.9 gpm Total Pressure re- quired at pump dschg. 65.16 psi 8 32.9 gpm Source Supply Curve Net Pump Supply Curve Pump Discharge Curve System Demand Curve B. Available at Source F. Available at Pump Suction - - - r,- - rrrr-r----- - -4-rrnt, - - - --- - - -- - - _-,--,-- - - -. SPRINKLERSYSTEMHYDRAULIC_ANALYSIS Page 7 DATE 7 3/3/2010 C \FIASS74\C4309 SDF '14EA JOB '-ITLE-:RACCIATO RESIDENCE :TWoDcALc-FAMLY ROOM ••: - WATER SUPPLY CURVE 60+ 0\ 55+ \\ I \\ 50+ \\ I \\ \\ 7 x \\ 45+ \ I * <-44.0 psi @ 500 gpm Flow Test Point P 40+ R E I S I S 35+ U R I E 30+ P S I I 25+ 20+ 15+ 10+ LEGEND 'V X = Required Water Supply 46.07 psi @ 37.9 gpm 5+ I 0 = Available Water Supply 55.90 psi @ 37.9 gpm + -----•-+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 56.0 44.0 500.0 55.9 31.2 20.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 20.0 31.2 2 0.0 - - - - 12.6 - - - 2A 0.0 - - - - 7.6 - - - 3A 0.0 HOSE STREAM 6.4 5.0 R 0.0 - - - - 5.6 - - - P 0.0 - - - - -5.4 - - - Bi 0.0 - - - - -5.8 - - - P1 0.0, - - - - 41.6 - - - 3 0.5 - - - - 40.5 - - - 4 3.5 - - - - 38.6 - - - 5 9.5 - - - - 34.6 - - - 6 9.5 - - - - 34.6 - - - 7 9.5 - - - - 34.6 - - - 8 21.5 - - - - 29.4 - - 8A 21.0 - - - - 29.6 - - - 9A 21.0 - - - - 29.6 - - - 10 21.5 - - - - 29.4 - - - 11 21.5 - - - - 29.4 - - - hA 21.0 - - - - 29.6 - - - 12A 21.0 - - - - 29.6 - - - 13 9.5 - - - - 26.0 - - - 14 9.5 - - - - 21.3 - - - 15 9.5 - - - - 19.1 - - - 16 -1.0 - - - - 21.5 - - - 17 -1.0 - - - - 14.1 - - - 18 -1.0 - - - - 14.1 - - - 18A 13.0 - - - - 8.0 19 -1.0 - - - - 13.1 - - - 20 -1.0 - - - - 94 20A -1.5 K= 4.30 9.4 13.2 21A -1.5 K= 4.30 9.1 13.0 22 -1.0 - - - - 13.1 - - - 22A 16.0 - - - - .5.8 - - - V - - -_-. -- ---.,----.-- - - -- -------..-.-..-..- . ._.... SPRINKLE? SYSTEM HYDRAULIC ANALYSIS.- - Page 2 DATE 3/3/2010 - C \HASS74\C4309 SDF JOB ITLERACC-IATQ RESIDENCE TWO HEAD CALC-GANEROOM -. H NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.2 0.995 PL 20.00 PF 7.4 1 0.0 SRCE 20.0 (N/A) 12.9 150 FTG TG PE 0.0 2 0.0 0.0 12.6 0.0 0.254 TL 29.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 12.6 0.0 5.0 psi, 31.2 gpm 2A 0.0 0.0 7.6 0.0 Pipe: 3 31.2 1.590 PL 40.00 PF 1.3 2A 0.0 0.0 7.6 0.0 5.0 150 FTG 3L PE 0.0 3A 0.0 H.S. 6.4 5.0 0.026 TL 49.00 PV Pipe: 4 26.2 1.265 PL 10.00 PF 0.8 3A 0.0 H.S. 6.4 5.0 6.7 150 FTG 2L PE 0.0 R 0.0 0.0 5.6 0.0 0.057 TL 14.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 5.6. 0.0 11.0 psi, 26.2 gpm P 0.0 0.0 -5.4 0.0 Pipe: 5A 26.2 1.265 PL 1.00 PF 0.3 P 0.0 0.0 -5.4 0.0 6.7 150 FTG E PE 0.0 Bi 0.0 0.0 -5.8 0.0 0.057 TL 6.00 PV Pipe: 5B FIRE PUMP Rating: 31.0 gpm @ 51.0 psi Bi 0.0 0.0 -5.8 0.0 Avail.: 26.1 gpm @ 51.0 Psi P1 0.0 0.0 41.6 0.0 Reqd. : 26.1 gpm @ 47.4 Psi Pipe: 6 - 26.2 1.265 PL 2.00 PF 0.9 P1 0.0 0.0 41.6 0.0 6.7 150 FTG ET PE -0.2 3 0.5 0.0 40.5 0.0 - 0.057 TL 16.00 PV Pipe: 7 26.2 1.380 PL 3.00 PF 0.6 3 0.5 0.0 40.5 0.0 5.6 120 FTG C PE -1.3 4 3.5 0.0 38.6 0.0 0.056 TL 10.00 PV Pipe: 8 26.2 1.394 PL 14.00 PF 1.4 4 3.5 0.0 38.6 0.0 5.5 120 FTG 2E2R PE -2.6 5 9.5 0.0 34.6 0.0 0.054 TL 25.91 PV Pipe: 9 0.0 1.101 PL 20.00 PF 0.0 5 9.5 0.0 34.6 0.0 0.0 150 FTG ET3R PE 0.0 6 9.5 0.0 34.6 0.0 0.000 TL 35.00 PV p. -- - - --- r---'-- - - .- - - -' -- ----..-- - - '--- - -SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: :3/3/2010 . C:.\HASS74\C4309.SDF JOB TIT.LE:RACCIATO:._RES-IDENCE TWO HEAD CALCGANE-ROOM - 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: 10 . 0.0 1.101 PL 18.50 PF 0.0 6 9.5 0.0 34.6 0.0 0.0 150 FTG 2T3R PE 0.0 7 9.5 0.0 34.6 0.0 0.000 TL 31.50 PV Pipe: 11 0.0 1.101 PL 10.00 PF 0.0 7 9.5 0.0 34.6 0.0 0.0 150 FTG E2R PE -5.2 8 21.5 0.0 29.4 0.0 0.000 TL 19.00 Pv Pipe: 12 0.0 1.101 PL 8.50 PF P.O 8 21.5 0.0 29.4 0.0 0.0 150 FTG ETR PE 0.2 BA 21.0 0.0 29.6 0.0 0.000 TL 21.50 PV Pipe: 13 0.0 1.101 PL 5.50 PF 0.0 8 21.5 0.0 29.4 0.0 0.0 150 FTG ER PE 0.2 9A 21.0 0.0 29.6 0.0 0.000 TL 13.50 PV Pipe: 14 0.0 1.101 PL 14.00 PF 0.0 6 9.5 0.0 34.6 0.0 0.0 150 FTG 2E2R PE -5.2 10 21.5 0.0 29.4 0.0 0.000 TL 30.00 PV Pipe: 15 0.0 1.101 PL 25.50 PF 0.0 10 21.5 0.0 29.4 0.0 0.0 150 FTG 6E4T PE 0.0 11 21.5 0.0 29.4 0.0 0.000 TL 87.50 PV Pipe: 16 0.0 1.101 PL 1.00 PF 0.0 11 21.5 0.0 29.4 0.0 0.0 150 FTG 2ETR PE 0.2 hA 21.0 0.0 29.6 0.0 0.000 TL 21.00 PV Pipe: 17 0.0 1.101 PL 14.50 PF 0.0 11 21.5 0.0 29.4 0.0 0.0 150 FTG 3E2R PE 0.2 12A 21.0 0.0 29.6 0.0 0.000 TL 37.50 PV Pipe: 18 26.2 1.101 PL 50.00 PF 8.6 5 9.5 0.0 34.6 0.0 8.8 150 FTG E3T5R PE 0.0 13 9.5 0.0 26.0 0.0 0.112 TL 77.00 PV Pipe: 19 26.2 1.101 PL 26.50 PF 4.7 13 9.5 0.0 26.0 0.0 8.8 150 FTG 2T5R PE 0.0 14 9.5 0.0 21.3 0.0 0.112 TL 41.50 PV Pipe: 20 26.2 1.101 PL 9.50 PF 2.2 14 9.5 0.0 21.3 0.0 .8.8 150 FTG 2T PE 0.0 15 9.5 0.0 19.1 0.0 0.112 TL 19.50 PV Pipe: 21 26.2 1.101 PL 10.00 PF 2.1 15 9.5 0.0 19.1 0.0 8.8 150 FTG E2R PE 4.5 16 - -1.0 0.0 21.5 0.0 0.112 TL 19.00 PV Pipe: 22 26.2 1.101 PL 42.50 PF 7.5 16 -1.0 0.0 21.5 0.0 8.8 150 FTG 2ET5R PE 0.0 17 -1.0 0.0 14.1 0.0 0.112 TL 66.50 PV ' - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE:.3/3/2010 .TC\HASS74\C4309.SDF. JOBITLE: - RACCIATORESIDENCE TWO .HEADCALC-GANE ROOM: : PIPETAG Q(GPM)DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 23 0.0 1.101 PL 6.00 PF 0.0 17 -1.0 0.0 14.1 0.0 0.0 150 FTG 2T PE 0.0 18 -1.0 0.0 14.1 0.0 0.000 TL 16.00 PV Pipe: 24 0.0 1.101 PL 13.50 PF 0.0 18 -1.0 0.0 14.1 0.0 0.0 150 FTG 2E2R PE -6.1 18A 13.0 0.0 8.0 0.0 0.000 TL 29.50 PV Pipe: 25 26.2 1.101 PL 7.50 PP 1.0 17 -1.0 0.0 14.1 0.0 8.8 150 FTG R FE 0.0 19 -1.0 0.0 13.1 0.0 0.112 TL 8.50 PV Pipe: 26 26.2 1.101 PL 21.00 PP 3.7 19 -1.0 0.0 13.1 0.0 8.8 150 FTG 2T2R FE 0.0 20 -1.0 0.0 9.4 0.0 0.112 TL 33.00 PV Pipe: 27 13.2 1.101 PL 0.50 PP 0.2 20 -1.0 0.0 9.4 0.0 4.5 150 FTG TR FE 0.2 20A -1.5 4.3 9.4 13.2 0.032 TL 6.50 PV Pipe: 28 13.0 1.101 PL 8.50 PF 0.5 20 -1.0 0.0 9.4 0.0 4.4 150 FTG ER FE 0.2 21A -1.5 4.3 9.1 13.0 0.031 TL 16.50 PV Pipe: 29 0.0 1.101 PL 9.00 PP 0.0 19 -1.0 0.0 13.1 0.0 0.0 150 FTG R FE 0.0 22 -1.0 0.0 13.1 0.0 0.000 TL 10.00 PV Pipe: 30 0.0 1.101 FL 20.50 PP 0.0 22 -1.0 0.0 13.1 0.0 0.0 150 FTG 2E2R FE -7.4 22A 16.0 0.0 5.8 0.0 0.000 TL 36.50 PV NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 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 0.070 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. The Minimum pump suction pressure under maximum calculated demand is -5.77 (psi) (5) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 10 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: .150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: 340PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) . B T L C B G A D Eli Tee 1.590 6.00 12.00 3.00 14.00 8.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 - .-- -- ,--_,-.-_.-_- - - SPRINKLER -YSTEMR-YDRAULIC ANALYSIS Page, 6 DATE: 3/3/2010 :. C:\HASS74\C4309SDF JÔBTJTLE:RACCIATO RESIDENCE TW0: HEAD CALC-GANE ROOM WATER SUPPLY ANALYSIS Static: 56.00 Psi Resid: 44.00 psi Flow: 500.0 gpm 120. LEGEND hulKs] 11 Pressure available at source 55.93 psi @ 31.2 gpm A B C 900 1-00D E F Source Supply Curve Net Pump Supply Curve Pump Discharge Curve System Demand Curve Available at Source Available at Pump Suction G A 80.0 U G 5 E R E S 4 4063 U R E 2020 P S i 0.0 3 Pressure required at source 20.00 psi @ 31.2 gpm Pressure available from pump 51.08 Psi @ 26.1 gpm Pressure required from pump 47.37 psi @ 26.1 gpm Total Pressure avail- able at pump dschg. 73.67 psi @ 26.1 gpm go Total Pressure re- quired at pump dschg. 41.60 psi @ 26.1 gpm -14.7 20(300 400 500 600 700 800 FLOW (GPM) :. C:\HASS?4\C4309;SDF 60+ O\ 55+ \\ I \\ I \\ \ 50+ \\ I \\ I \\ 45+ \ I * <-44.0 psi @ 500 gpm I Flow Test Point P 40+ R I E I S I S 35+ U I R I E 30+ ( I P I S I 25+ 20X 15+ 10+ LEGEND X = Required Water Supply 20.00 psi @ 31.2 gpm 5+ I 0 = Available Water Supply I 55.93 psi @ 31.2 gpm O++-+---+----+-----+ ------+ --------+ ---------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) ITT Commercial Water Goulds Pumps HSC Multi-Stage Centrifugal Pump FEATURES Multi-stage Design: Provides steady, quiet and vibration-free operation for years of trouble-free service. 001 Impellers: 20% glass-filled thermoplastic precision molded for high efficiencies. I Compact Design: Close-coupled, space saving design provides easy installation. Flexible coupling and bedplate not re- quired. Mounting: Can be mounted in vertical or horizontal position. Stainless Steel Pump Shaft: Hex design provides positive drive for impellers and eliminates clearance adjustments. I Corrosion Resistant: Stainless steel wear rings and coverplates. Electro-coated paint process applied inside and out and then baked on. 0-rings: Throughout for positive sealing. I Easy to Service: Can be taken apart for service by removing four bolts. Motor: Close coupled design. Ball bearings GOU LDS PUMPS carry all radial/axial thrust loads. Designed for continuous operation. All ratings are within working limits of the motor. Goulds Pumps is a brand of ITT Corporation. www.goulds.com Engineered for life COMPONENTS Item No. Description 1 Mechanical seal 2 Impellers 3 Intermediate stage 4 Casing 5 Stainless steel hex shaft 6 Stainless steel wear rings 7 Stainless steel cover plates 8 0-ring seals 9 Impeller bolt and washer 3 1 27 85 6 '7 Goulds Pumps Commercial Water APPLICATIONS Specifically designed for the following uses: Water circulation Booster service Liquid transfer Spraying systems Jockey pump service General purpose pumping SPECIFICATIONS Pump Capacities: to 50 GPM. Pressures: to 94 PSI (217 feet). Pipe connections: 11/411 suction, 1" discharge. Temperatures: to 180°F (82°C) max. Maximum working pressure: 125 PSI. Rotation: right hand, ie; clockwise when viewed from motor end. Motor NEMA standard 1'/2HR115/230V; 2 HP, 230 V, 60 Hz. Single phase (standard). Three phase available - see price book for order numbers. 3500 RPM. Built-in overload with automatic reset. Capacitor type. Stainless steel shaft. Single Phase Models HP Order No. Stages 3/4 HSC07 2 1 HSC1O 2 1½ HSC1S 2 2 1 HSC2O 3 Goulds Pumps is ISO 9001 Registered. Goulds Pumps Commercial Water DIMENSIONS AND WEIGHTS Model HP Length Width Height Wt. (lbs.) HSC07 3/4 15 8 9 53 HSC10 1 16 8 9 58 HSC15 11/2 17 8 9 72 HSC20 I —2--F-19 1 8 9 75 (All dimensions are in inches and weight in lbs. Do not use for construction purposes.) PERFORMANCE CURVE METERS FEET 240 70 220 60 - 200 180 O Lfl - 160 Ui 140 40 120 0 30 - 100 80 20 - 60 40 10 - 20 - 0 0 10 20 30 40 2 4 6 8 CAPACITY 50 60 U.S. GPM 10 12 14 16 m3/hr TO CONVERT FEET OF WATER TO PSI - DIVIDE FEET BY 2.31 - - - :6116tin035Rev.G !1iiiikI1®Reside -lial. Sprinklers Guidelines for Listed Rsidential Sprinkler installations below Sloped Ceilings The installation guidelines cover Residential Sprinkler Models: Fl Res 49 Pendent Fl Res 49 Recessed Pendent/F2 Fl Res 58 Pendent Fl Res 58 Recessed Pendent Fl Res 44 HSW Fl Res 44 Recessed HSW/F2 Fl Res 40 HSW Fl Res 40 Recessed HSW/F2 Fl Res 49 CCP RFC 43 Flat Concealed Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) NYC MEA 258-93-E UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents: US Patent number 6,516,893 Model Fl Res 49 Product Description for Fl Res Sprinklers Model Fl Res Pendent sprinklers are fast response sprinklers combining excellent durability, high sensitivity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers are equally attractive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers, with a K Factor of 4.9 & 5.8 for pendent and 4.4 for horizontal sidewall, 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. El Res 49&58 Pendent Fl Res 49&58 Recessed Pendent / F2 Fl Res 44 HSW Fl Res 40 HSW Fl Res 49 CCP Pendent El Res 44 Recessed HSW/F2 El Res 40 Recessed HSW/F2 RFC 43 RFC 43 * Effective date July 12, 2002 The Reliable Automatic Sprinkler Co.. Inc.. 103 Fairview Park Drive. Elmsford, New York 10523 - --- ----- -- -Product Descrij,tiôn for RFC 43 Model RFC43 Concealed Residential Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC43 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high discharge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacuation time for occupants. The RFC43 Sprinkler provides the best form of fire protection by combining an attractive appearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC43 is a UL Listed Residential Sprinkler to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 130. The RFC43 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Technical Data (F1Aes Sprinklers):T_ Thermal Sensor: Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinkler Pressure Rating: 175 psi Factory Hydrostatically Tested to 500 psi Thread Size : ½" NPT (R½) K Factor : 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler 4.0 (Actual) - Fl Res 40 HSW Sprinkler Density : Minimum .05 gpm/ft2 Technical Data (RFC 43): Thermal Sensor: 165°F Fusible Link Sprinkler Frame: Brass Machined Sprinkler Pressure Rating: 175 psi Factory Hydrostatically Tested to 500 psi Thread Size : ½" NPT (R½) K Factor : 4.3 (Actual) Density : Minimum .05 gpm/ft2 Application Model Fl Res and RFC 43 Sprinklers are used for Residential Fire Protection according to UL 1626 Standard*. Be sure that orifice size, temperature rating, deflector style, cover plate and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving Authority Having Jurisdiction. * Effective date July 12, 2002 METHOD OF CALCULATING THE CONVERSION OF 'RISE-OVER-RUN' TO DEGREES OF AN ANGLE. C (rise) (run) C = TAN 1 (a/b) 2. slope distance: c = 1a2 -+b2 Example: a = 4 b = 12 4A = TAN' (a/b) slope distance: c = v'42 +122 = TAN-' = (0.333) c = /160 4A = 18.43 c = 12.65 035_ ROR-A 3. ; YT Fl Res 49 Pendent Fl Res 49 Recessed Pendent / F2 Fl Res 49 CCP Pendent RFC 43 RFC 43 Note: El Res 49 CCP Pendent and RFC 43 sprinklers are not suitable for installation in ceilings which have positive pressure in the space above. 4. -- L 12 A J ELEVATION LISTED AREA OF COVERAGE CORRESPONDS TO CEILING SLOPE - L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH (8'-0" MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0'-4" MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0" MAXIMUM. B = RANGE: 2/12 (9.4) < B :9 8/12 (33.7). C = 8'-0" MINIMUM. OJ5FGO 1 Sprinkler spacing below single sloped ceilings with a maximum slope of 8/2 (33.70) pitch. 5. L LISTED AREA OF COVERAGE CORRESPONDS 70 CE1L1M SL( L = THE MAXIMUM LISTED SPRINKLER SPACING. LENGTH (8'-0 MINIMUM). L/2 = ONE HALF THE MAXIMUM LISTED SPRINKLER SPACING (0'-4" MINIMUM). W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH. A = 3'-0" MAXIMUM. 8 = RANGE: 2/12 (9.4') < 8 8/12 (33.7') C = 8'-0" MINIMUM. Sprinkler spacing below multiple sloped ceilings with a maximum slope of 8/2 (33.711) pitch. [.1 .. .-.. =.. - - -- • - -. - - - - ------' --- '-.-.---- --°''- =ftModelFiRes 49 Pendent & Fi-Res 49 R&essedPendent/F2 installed below Slo&I CeiIing- Thnicál'Data"" - - Max.: Actual s Sprinkler Table 1 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max. Slope of 3,12 (33.7°)Pftth Max. Slope of %2(18.4°) Pitch Mm. flow Per Sprinkler gpm (Lpm) Head Pressure psi (bar) Sprinkler Temp Rating OF (°C) 155 (68) & 175 (79 155°F (68°C) 175°F (79°C) 155°F (68°C) 175°F (79°C) . Mm flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) 12 x 12(3,6 x 3,6) 13 49 13(49) 7.0(0,48) 7.0(0,48) 13(49) 7.0(0,48) 14 x 14(4,3 x 4,3) 13(49) 13 (49) 7.0 (0,48) 7.0 (0,48) 13(49) 7.0(0,48) 16 x 16(4,9 x 4,9) 13(49) 13 (49) 7.0 0.48 7.0(0,48) 13(49) 7.0(0,48) 18 x 18(5,5 x 5,5) 17(64,3) 18(68,2) 12.0(0,83) 13.5 (0,93) 17(64,3) 12.0 (0,83) 20 x 20 (6,1 x 6, 1) 20(75,7) 21 (79,5) 16.7(1,15) 18.4(1,28) 20(75,7) 16.7(1,15) Model Fl Res 49 CCP Pendent installed below Sloped Ceiling. Technical Data Sprinkler Temp. CCP Assy. Temp. Max. Max. Ambient I Actual K I Sprinkler I Sprinkler I I Thread Size I0I1 Rating Pressure Temp. Identification OF( I Factor I Length I °F (°C) PSI (bar) I °F (°C) (metric) Number (SIN) I y2 NPT(Ry2) 155 (68) 135(57) 175 (12) 100(38) I 4.9(69,94) 2.25' R3516 Table 2 - Application Max. Sprinkler Spacing Along Slope ('N) Width x ( L) Length It (m) Max. Slope of % (33.7-1 Pitch Max. Slope of %2 (18.4-1 Pitch Mm. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) Mm. Flow Per Sprinkler Head gpm (Lpm) . Pressure psi (bar) 12 x 12(3,6 x 3,6) 14(53) 8.2 (0,57) 13(49) 7.0(0,48) 14 x 14 (4,3 x 4,3) 14(53) 8.2(0,57) 13(49) 7.0(0,48) 16 x 16(4,9 x 4,9) 14 (53) 8.2(0,57) 14(53) 8.2(0.56) 18x 18(5,5x5,5) 23(87) 22(1,52) 21(79,4) 18.4(127) 20x20(6,1 x6,1) 23(87) 22(1,52) 21(79,4) 18.4(127) Model F1 Res 58 Pendent & Fl Res 58 Recessed Pendent/F2 installed below Sloped Ceiling. Technical Data Thread Max. Pressure Max. Ambient Temp. Actual K Factor Sprinkler Escutcheon Sprinkler Identification Size psi (bar) OF (°C) I (metric) Length Number (SIN) WNPT(RY2) - 175 (12) 100 (38) 5.8 (83,38) 2.25' F2 (Adjustment) R3513 Table .3 - Application Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Max.Slope of Pitch ..(.70) Mm. Row Per Sprinkler Head gpni (L m) Pressure psi( bar) 155°F (68°C) 175°F (79°C) 155°F (68°C) 175°F (79°C) 12 x 12 (3,6 x 3,6) 21(79.5) 23(87) 13.1(0,9) 15.7(1,1) 14 x 14 (4,3 x 4,3) 21(79.5) 23(87) 13.1(0,9) 15.7(1,1) 16 x 16 (4,9 x 4,9) 21(79.5) 23(87) 13.1(0.9) 15.7(1,1) 18 x 18 (5,5 x 5,5) 23(87) 15.7(1,1) 20 x 20 (6,1 x 6, 1) 23(87) 15.7(1,1) rea ax- ISSU Ambient Temp. K Factor Sprinkler Escutcheon - identification Size PSI (bar) OF (-Q (metric) Length Numbar (SIN) W NPT(RY4 175(12) 100(38) 4.9(69,94) 2.25' (/' Adjustment) - R3516 7. Thread Sprinkler I Coverplate I Max. Max. Actual Max. Sprinkler .Size I I Temp. Rating I Temp. Rating Pressure Ambient Temp. I K Factor I Adjustment Identification I I °F (°C) 0f I (°C) I psi (bar) Of (°C) I (metric) Number (SIN) 1/2• NPT(R½) 165(74) I 135 (57) 175(12) 100(38) I 4.3(614) I RA0612 Table 4- Application Max. Sprinkler Spacing Along Slope (W) Width x (L) Length ft (m) Max. Slope of %2 (33.70 1 Pitch Max. Slope of %(18.40 Pitch Mm. Flow Per Sprinkler Head g (Lpm) Pressure psi (bar) Mm. Flow Per Sprinkler Head gpm (1pm) Pressure psi (bar) 12 x 12 (3,6 x 3,6) 18(68) 17.5(1,21) 13(49) 9.1(0,63) 14 x 14(4,3 x 4,3) 18(68), 17.5 (1,21) 13 (49) 9.1 (0,63) 16x 16(4,9x4,9) 18(68) 17.5 (1,21) 13(49) 9.1 (0,63) 18 x 18 (5,5 x 5,5) 24(91) 31(2,14) 21(79) 23.8(1,64) 20x20(6,1 x6,1) 24(91) 31(2.14) 21(79) 23.8(1,64) Installation Guidelines For systems designed in accordance with NFPA 13, 13D and 13R, where specific UL Listed flows are not required, consult with the local Authority Having Jurisdiction regarding the number of design sprinklers for sloped ceilings having a pitch greater than y,2(9.40). Installation of UL Listed residential sprinklers under sloped ceilings shall be limited to a type of unobstructed construction consisting of smooth ceilings, as defined by NFPA 13, having a maximum pitch of 4/12 (18.40) or 8112 (337°). Spacing of residential sprinklers under sloped ceilings is measured along the slope when determining the distance off of walls and between sprinklers. Measure listed areas of coverage along the sloped ceiling. The actual floor coverage area will be less than the listed area. For coverage areas less than the listed coverage area shown in Tables 1 through 5, use the minimum flow requirement for the next largest listed coverage area. Minimum spacing between pendent type sprinklers is 8 ft. (2.4 m). Minimum distance from a pendent type sprinkler and an adjacent wall is 4" (102 mm). Residential sprinklers located closest to the peak of the ceiling shall have the deflectors located not more than 3 ft (lm) vertically down from the peak. Align deflectors parallel with the ceiling slope 1" to 4" (25mm to 102mm) below the sloped ceiling. Hydraulic Requirements: a. For NFPA 13D Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of two sprinklers (where specific UL Listed flows are required) that requires the greatest hydraulic demand. For NFPA 13R Systems, the number of design sprinklers shall include all sprinklers within a compartment, up to a maximum of four (4) sprinklers (where specific UL Listed flows are required), that requires the greatest hydraulic demand. For NFPA 13 systems, the design area shall be the area that includes the four (4J hydraulically most demanding sprinklers. The minimum required discharge from each of the four hydraulically demanding sprinklers shall be the greater of the following: In accordance with the minimum flow rates indicated by the individual listings (that already will provide a minimum density ofO. 1 gpmlft2); or A calculated value based on delivering a minimum of 0.1 gpm/f12 over the design area. Because of the varied nature of residential construction features, there will be some compartment designs which cannot be fully sprinklered in accordance with NFPA 13, 13D, or 13R. In these instances, consult the Authority Having Jurisdiction (AHJ) for guidance and approval. This includes sloped ceilings having a pitch greater than 8/12 (33.7°). Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling installation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACE IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. T' - ..... _____ . . . . .. . . --- -. _.T.'. .• .. . ModeIF1 Res44 & 40 HSW and Fl Res 44&40 Recessed HSWJF2 installed below the slope ceihn I . I •. I . I Fl Res 44 HSW CEILING SIDEWALL HORIZONTAL SIDEWALL SPRINKLER INSTALLED. DEFLECTOR PARALLEL To I SLOPED CEILING. WALL Horizontal Sidewall Sprinkler (with discharge directed across the slope) Fl Res 44 Recessed HSW/F2 Horizontal Sidewall Sprinkler (with discharge directed down the slope) LISTED AREA OF COVERAGE CORRESPONDS Tr TOP OF DEFLECTOR MUST BE LOCATI 4 TO I2 BELOW SLOPED CEILING. THE TOP OF THE DEFLECTOR MUST PARALLEL WITH THE PLANE OF THE DISCHARGE IS &XQSS THE SLOPE. L = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH. W = THE MAXIMUM LISTED SPRINKLER SPACING. WIDTH. W/2 = ONE-HALF THE MAXIMUM LISTED SPRINKLER SPACING. WIDTH (0-4" MINIMUM). A = 3'-0" MAXIMUM. 8 = RANGE: 2/12 (9.4) 8 !~ 8/12 (33.7). C = 8-0" MINIMUM. TOP OF DEFLECTOR MUST BE LOCATED 4 TO 12' BELOW SLOPED CEILING. THE TOP OF THE DEFLECTOR MUST BE PARALLEL WITH THE PLANE OF THE CEILING. DISCHARGE IS QQ±yjj THE SLOPE. O35FGOJA O AREA OF COVERAGE 'ESPONDS TO CEILING SLOPE HSW sprinkler spacing below single sloped ceilings with a maximum slope of 9/ (33.70) pitch. Ic I = THE MAXIMUM LISTED SPRINKLER SPACING, LENGTH. W = THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (0'-4" MINIMUM). W/2 = ONE-HALF THE MAXIMUM LISTED SPRINKLER SPACING, WIDTH (0'-4" MINIMUM). A = 3'-O" MAXIMUM. B = RANGE: 2/12 (9.4) < 8 & 8/12 (33.7). C = 8'-0" MINIMUM. 035FGO4 HSW Sprinkler spacing below multiple sloped ceilings with a maximum slope of 8/2 (33.70) pitch. Model F1 Res 44 HSW & Fl Res 44 HSW Recessed HSW/F2 installed below slope ceiling. Technical Data Thread Sprinkler Max. I Max. I Actual I Sprinkler Sprinkler Size Temp. Rating Pressure Ambient Temp. I K Factor Length Escutcheon Identification I °F (°C) psi (bar) i °F (°C) I (metric) . Number (SIN) '/2'NPT(R½) 155 (68) 175(79) j 175(12) 100(38) 44(628) 2.45' F2 adjustment) R3531 Table 5 - Application Max. Slope of ,1'2 (18.40) Pitch Discharge Directed Across the Slope 4' to 6" Deflector to Ceiling Discharge Directed Across the Slope 6" to 12" Deflector to Ceiling Max. Sprinkler Spacing Along Slope (Vin. (W) Width x ( L) Length ft (n?) Flow gpm (Lpm) 16 (60,5) Pressure psi (bar) 13.3(0,92) 1Min. Flow _gpm (Lpm) 17(64,3) Pressure psi (bar) 15(1,04) 12x 12(3,6x3,6) 14 x 14 (4,3 x 4,3) 16 (60,5) 13.3(0,92) 17(64,3) 15(1,04) 16 x 16 (4,9 x 4,9) 16 (60,5) 13.3 (0,92) 17 (64,3) 15(1,04) 16 x 18 (4,9 x 5,5) 18 (68,1) 16.8(1,16) 20(75,6) 20.7(1,43) 16 x 20 (4,9 x 6,1) -- 23 (68,1) 27.4(1,89) 23(68,1) 27.4(1,89) 10. ..-..' -..---- ----...----- - .- -.-,, .- ..----.----- - Max.pithh '- Distharge Directed Down the Slope 4" to 6" Deflector to Ceiling Discharger Directed Down the Slope - 6" to 12" Deflector to Ceiling T 4 DischargeDirected - - Across the Slope 4" to 12" Deflector to Ceiling Table 6 - Application Max. Sprinkler Spacing (W) Width x (9L) Length ft (m) MinSlope. Flow gpm (Lpm)Alon Pressure psi (bar) (Vin. Flow gpm (Lpm) Pressure psi (bar) Min. Flow gpm (Lpm) Pressure psi (bar) 12 x 12(3,6 x 3,6) 12 (45,4) 7.5 (0,52) 14(53,0) 10.2(0,71) 16 (60,6) 13.3(0,92) 14 x 14 (4,3 x 4,3) 14 (53,0) 10.2(071) 16(60,6) .13.3 (0,92) 16 (60,6) 13.3 (0,92) 16 x 16 (4,9 x 4,9) 16 (60,6) 13.3(0,92) 17(64,4) 15(1,04) 16 (606) 13.3 (0,92) 16 x 18(4,9 x5,5) 18 (68,1) 16.8(1,16) 20(75,7) 20.7(1,43) 16x20(4,9x6,1) 23 (72,0) 27.4(1,89) 23(87,1) 127.4(1,89) A.-..,., ,., ..,., ,,-nL.I,-.,. f ,.,,,.,\ IVIIi III I Il_Jill iiIJVW .,a! O.Jl lil\JI 9.#I 'I lI_J,.1I I I). Minimum 3 head design in a compartment. 155°F only. Model Fl Res 40 HSW and Fl Res 40 HSW Recessed HSW/F2 with a maximum slope of %2 (33.7°) pitch. Fl Res 40 El Res 40 HSW Recessed HSW/F2 Technical Data P Thread Max. Max. I Actual K j Sprinkler Sprinkler I Size Pressure Ambient Temp. Factor Length identification I psi (bar) I °F (°C) I (metric) Number (SIN) Y2'NPT(R'/2) 175 (12) 100 (38) 4-0 (57,09Y 2.45' R3538 Discharge Directed Discharge Directed 14Discharge Directed Down the Slope Down the Slope Across the Slope rable 7 - Application - 4" to 6" 6" to 12" 4" to 6" Deflector to Ceiling Deflector to Ceiling Deflector to Ceiling Max. Sprinkler Spacing Along Slope "Min. Flow Pressure "Min. Flow Pressure Min. Flow Pressure (W) Width x ( L) Length ft (m) gpm (Lpm) psi (bar) gpm (Lpm) _p()_ gpm (Lpm) -psi (bar) 12 x 12(3,6 x 3,6) 13 (49,0)__ 106 (0,73) 13(49,0) 106l1 17(64,3) 18.1 L1 24J_ 14 x 14 (4,3 x 4,3) 16 (605) 16 (1,10) 17(64,3) 18.1(1,10) 17(69,3) 18i (1,24) 16x 16(4,9x4,9) 17 (64,3) 18.1(1,24) 20 (75,7) 25 (1,72) 17(64,3) 18.1 (1,24) 16 x 18 (4$ x 5,5) 20'(75,7) 25(1,72) 16 x 20 (4,9 x 6,1) 23 (87,0) 33.1 (2,28) *Min flow and pressure on 175°F temperature rating only is 21 gpm (79,5 Lpm) psi _and _27.6_ _(1,9_bar) __________________________________________________________ Escutcheons Recessed with F2 Recessed with F2 Standard or raised mount only Temperature Rating OF (°C) 155 (68), 175 (79) 155(68), 175(79) 155(68) Minimum Flow Per Sprinkler gpm (Lpm). (2) Minimum 3 head design in a compartment. 11. -- :instaHtionGUideI1nes - - with NFPA-13 _..Ecèptièn:—ForF1 -Res . 40- horizontal -idëvaii------ 13D and 1313, where specific UL Listed flows are not -. sprinklers, where discharge is directed across a- required, consult with the local Authority Having slope having a rriaximum pitch of 8/12 and the Jurisdiction regarding the number of design sprinklers compartment that requires the greatest hydraulic for sloped ceilings having pitch greater than 3/12 (9.40). demand is large enough where three (3) or more 2. Installation of UL Listed residential sprinklers under sprinklers are required for adequate coverage, the minimum number of design sprinklers within that sloped ceilings shall be limited to a type of . compartment shall be three (3), where specific UL unobstructed construction consisting of flat, smooth Listed flows are required. ceilings, as defined by NFPA 13, having a maximum b. For NFPA 13R Systems, the number of design pitch of 4/12(18.4°) or 8/12(33.7°). sprinklers shall include all sprinklers within a 3. Where listed, install horizontal sidewall sprinklers along compartment up to a maximum of four (4) the wall below the sloped ceiling when discharge is sprinklers (where specific UL Listed flows are directed across the slope, and install at the peak below required), that requires the greatest hydraulic the sloped ceiling when discharge is directed down the demand. slope. Always align the sprinkler deflector parallel with c. For NFPA 13 systems, the design area shall be the the direction of the sloped ceiling, area that includes the four (4) hydraulically most 4. Residential HSW sprinklers located closed to the peak of the ceiling shall have the deflectors located not more demanding sprinklers. The minimum required discharae from each of the four hydraulically demanding sprinklers shall be the greater of the than 3 ft. (lm) vertically down from the peak. following: 5. Spacing of residential HSW sprinklers under sloped (1) In accordance with the minimum flow rates ceilings is measured along the slope when determining the distance off of walls and between sprinklers, indicated by the individual listinas (that already 6. Measure listed areas of coverage along the sloped will provide a minimum density oft). 1 prn/ft2); or A based (2) calculated value on delivering a ceiling. The actual floor coverage area will be less than minimum of 0.1 gpm/ft2 over the design area. the listed area. 11. Because of the varied nature of residential construction 7. For coverage areas less than the listed coverage area features, there will be some compartment designs shown in Tables 1 through 6, use the minimum flow which cannot be fully sprinklered in accordance with requirement for next largest listed coverage area. NFPA 13, 13D, or 13R. In these instances, consult the 8. Minimum spacing between horizontal sidewall Authority Having Jurisdiction (AHJ) for guidance and sprinklers is 8 ft. (2.4 m). Minimum distance from a approval. This includes sloped ceilings having a pitch horizontal sidewall sprinkler and an adjacent wall is 4" greater than 8/12 (33.70). (102 mm). 12. Glass bulb sprinklers have orange bulb protectors to 9. Where installation of Fl Res 40 horizontal sidewall minimize bulb damage during shipping, handling and sprinklers provide discharge across a slope having a installation. REMOVE THIS PROTECTION AT THE TIME maximum pitch of 8/12, F2 escutcheons may be used THE SPRINKLER SYSTEM IS PLACE IN SERVICE FOR for surface mounting only. FIRE PROTECTION. Removal of the protectors before 10. Hydraulic Requirements: this time may leave the bulb vulnerable to damage. a. For NFPA 13D Systems, the number of design RASCO wrenches are designed to install sprinklers sprinklers shall include all sprinklers within a when covers are in place. REMOVE PROTECTORS BY compartment, up to a maximum of two sprinklers UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. (where specific UL Listed flows are reauired) that requires the greatest hydraulic demand. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United Stales. Canada and foreign countries. Manufactured by Reliable The Reliable Automatic Sprinkler Co., inc. (800)431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 corporate Offices w.reIiabtesprinkler.corn Internet Address ®Recycled Paper Revision lines indicate updated or new data. EG. Printed in U.S.A. 06i08 P/N 9999970245 Upright Pendent Vertical Sidewall Conventional - Bulletin 136 Rev .0 - - - --- ..- -...—w HiauI Model FIFR Recessed / Quick Response Sprinklers Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model Fl FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories of Canada (ULC) Certified by FM Approvals Loss Prevention Council (LPC, UK) 5 NYC BS&A No. 587-75-SA Meets MIL-S-901C and MIL-STD 167-1 Verband der Schadenversicherer (VdS, Germany) NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374920 Applies to Model F1FR Vertical Sidewall Sprinklers. Product Description Reliable Models F1FR and F1FR Recessed Spnnklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1FR and Ft R Recessed automatic spar iklors utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests vVhICh are five to ten times faster than standard response sprinklers. This quick response enables the Model F1FR and F1 FR Recessed sprinklers to apply water to a tire much faster than standard sprinklers of the same temperature rating. The glass bUlb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule This glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid cx- Horizontal Sidewall Recessed Pendent HSW I Deflector (Model FP Shown) pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push Out against the h fr causing the glass to shatter opening the waterway ann :i1iowing the deflector to rlistrih- ute the discharging wav'r Application Quick response sprini- .'-; are used in fixed fm protun tion systems: Wet, Dry, Deuge or Preaction. Care must no exercised that the onficesize, temperature rating deflector style and sprinkler type nrc in accordance with tue latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction. Quick response sprinklers are intended for installation as specified in NFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Fimsford, New York 10523 Conventional Nominal Thread K us Orifice Size (15mm) " NPT (R'/?) 56 " NPT(R'/.) 8,0 - ----.j .:NPT ('2) NPT (R'/2) 2.8 10mm 4.2 Sprinkler Height Approval1t Organizations Sprinkler Ide Number 80 2.2' (56mm) .2,3.457,8 P36 115 2.3" (58mm) 1,2,3,8 P36 60 2.2"(56mm) 1.2,0 R36- 40 2.2" (56mm) 1.2,8 R36 60 56mm - -4,7 836 Factc itifica lion (SIN) (j J_I l/ 4t3PJcfl.EN' .-' t - _-fl ---------- — (,) ocr(R IQ rp ()'"E..". 3.''. 'f.) .'""Jv.'L .',9 Sprinkler Tuna K Factor Sprinkler Height Approval Organization Sprinkler Identification Number (SIN) US Metric Standard-Upright (SSU) and Pendent (SSP) Dell tors Marked to Indicate Position )" (15mm) Standard Orifice with )" NPT (R,) Thread 56 80 2.2" (56mm) 1,2,34.5,6,7 R3625 t1 R3615 1;(20mm) Large Orifice with%" NPT (R3)Thread 8.0 115 2.3"(58mm) 1.2.3,4.7.8 R3622W R3612 " (17mm) Small Orifice with ,/;' NPT (R,) Thread 4.2 60 2.2" (56mm) 1.2.8 R3623t 03613 3" (10mm) Small Orifice with )," NPT (R)) Thread 2.8 . 40 2.2' (56mm) 1.2.8 fl3621" 03611 10mm Orifice XLH with 0%" Thread 1 42 60 1 56mm 4,6,7 R3624 R3614 Conven ional-Instal in Upriqht Or Pendent Position 10mm Orifice XLH with R% Thread 42 60 56mm ----- R3674 15mm Standard Orifice with )" NPT (R)') Thread 5.6 80 56mm 4,6,7 03675 20mm Large Orifice with 3/4" NPT (R3%)Thread 8.0 115 58mm 4,7 R3672 Polyester coated upright UL and ULC listed corrosion resistant. Upright Pendent Model FIFR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler VVrench Installation Data: 11 Refer to escutcheon dtua table for approvals and dime scns -:19 2-1 / SOS---. 11132- (12.2---]- - -W GO , - mu 'rco '0 F & Fl (GCU'C"(O. NT4 fABtf FOR ,,PPROV.LS AAOO O(NR. 2. Vertical Sidewall US Patent No. 6,374,920 Horizontal Sidewall - - _.,,_._. -.. ._'•___)fl .---.. ..----- - .,:.... ..'-... - - - -. - - - -'- - -i - - - -- - - - -- Model Fl FR Quick Response Vertical Sidewall Sprinkr_ - Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: - Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) us I Metric W NPT (RI/2) 5.6 80 2.2 (56mm) 1,2,3.6,8 R3685 15mm WNPT(R½) 5.6 J 80 2.2(56mm) 4) (1) LPC Approval is for Pendent position only. Orientation Deflector to Ceiling I Dimension (Mm. - Max.) Upright 4 - 12 (102mm - 305mm) Pendent 6 - 12" (152mm - 305mm) Model FIFR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice Thread Size 1< Factor Sprinkler Length Approval Organizations and Type of Approval Sprinkler Identification Number (SIN) US I Metric Light Hazard - Ordinary Hazard (15mm) " NPT(R') 5.6 80 2Y(67mm) 1,2,3,5,8 125,8 R3635 NOTE: UL, ULC and MEA Listing permits use with Fl or F2 recessed escutcheon -1.-OF Flu/NO TO --- I -LL DIMENSION - -'OLE 0/A - -I ......- - REDUCER - rirrCf'R 014 - 011.R UNTIL !R.,,;4CAIwsr SPRINKLER .,. .vL-F'cH BOSS. - J'yMLNr I () RFFR TO ESCUTHCEON BA TA TASL FOP APPROVALS DIMENSIONS. 3. ____ .... 4 .4. -.--- -. -•9_'• 7 - - - QUidkrèsons sprinklers are intendgd forinstáation.s s5öified in NFPA 13, FM Global Loss Prevêntiäñ Dãt Sht 2-8N or other applicable standards. Quick responsesprifl- kiers and standard response sprinklers should not be inter- mixed. The Model Fl FR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model Fl FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model Fl FR Recessed Pendent or Sidewall Sprinklers, use the Model GER1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR ARE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings ClassUication Sprinkler Temperature Max. Ambient Temp. Bulb Color "C _f__ Ordinary 57 135 100°F(38"C) orange Ordinary 68 155 t00°F(38"C) Red Intermediate 79 175 150-F (66-C) Yellow Intermediate 93 20) 150-F (66-C) Green High 141 286 225°F(107°C) Blue Not available for recessed sprinklers Escutcheon Data Escutcheon 'A" Face ofFithng Model Approvals Acliustment to Ceding o Wall - Fl 12,4,8 Max Recess (38.1mm) 16 - Min Recess 3<" (5tnm - 24mm) (19.1mm) F2 1,2,3,4,5,7,8 Max Recess (38.1mm) '6 Mm Recess /6 (5nm-17ff(n) (24mm) __________ FP 1.2 Max Reces sed x6" 112-(38. lrrm) (11mm) Push >1 - Thread-oX 1,2 Min Recess 6 1"(254ffm) (24mm) No Dimensional Figure for FP Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tle,yacuumjng.. Remove anrink!erOljhásbh. painted (other than factory applied) or _dàmaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or.-operated sprin- klers. Prior to installation, sprinklers should bid máii1táirièd in the original cartons and packaging until used to 'mini- mize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes (I) (2) Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated (3) White Polyester Coated 14t White Painted 131 Special ApplicationFinishes Sprinkler • Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Oft White Satin Chrome Satin Chrome (i) Other finishes and colors are available on special order. Consult the factory for details. FM Approvals is limited to bronze and brass, chrome or black plated finishes only. FP Push -onfThread-of I escutcheon UL and uLC listed corrosion resistance. SIN numbers: R3621, P3622. P3623, R3625. Note: For y" orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify.- Sprinkler Model Sprinkler Type Orifice Size Deflector Type S. Temperature Rating 6. Sprinkler Finish 7 Escutcheon Type 8 Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is io be installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the united States. Canada and foreign countries Manufactured by RiCydCd The Reliable Automatic Sprinkler Co., Inc. (800)431-1588 Sales Offices Reliabk (800)848-6051 Sales Fax ROSjOi tines indicate updated or new data (914)829-2042 corporate Offices w.reliabiespi1ki.c(X11 Internet Address CG PnnieO in USA 3107 Pfr49999970027 Bulletin 117R6:St C VR Model Fl Recessed Ile- Standard Response Sprinklers -a -a 13 CD The Designer® Model Fl Sprinkler Standard Upright Standard Pendent Extended Coverage Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW1 Deflector The Designer®ll Model Fl Recessed Sprinkler Recessed Pendent Recessed Extended Coverage Pendent Approval Organizations Underwriters Laboratories Inc. Underwriters Laboratories of Canada Factory Mutual Research Corp. Loss Prevention Council NYC BS&A No. 587-75-SA Pleniere Assemblee Verband der Schadenversicherer NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open (VNlV) Patents: U.S. Patent No. 6,374,92 Applies to Model Fl Vertical Sidewall Sprinklers. Product Description The Fl Glass Bulb Sprinkler combines the durability of a standard sprinkler with the attractive low profile o a decorative sprinkler. Whether installed on exposec piping or in an office ceiling, it is functional and attractive. The Horizontal and Vertical SidewaL Sprinklers provide an equally attractive appearance when ceiling piping cannot be used. Beautifully versatile is the description for the Reliable Model Fl Recessed Designer glass bulb sprinkler. Recessing The Designer® enhances its already Io'A' profile decorative appearance, and facilitates a rapU and perfect installation. Model Fl Recessed Designer's escutcheon is highly adjustable. The two piece construction makes field installation a very easy and rapid task This also allows ceiling panels to later be removed without shutting down the fire protection system, thus facilitating maintenance of above ceiling services. The Designer® Automatic Sprinkler utilizes a frangible glass bulb. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside of a precisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. Upright Pendent Vertical Sidewall Conventional Horizontal Sidewall Recessed Pendent Extended Coverage Recessed Extended Pendent Coverage Pendent At normal temperatures, the glass bulb contains th fluid in both the liquid phase and in the vapor phase The vapor phase can be seen as a small bubble As heat is applied, the liquid expands forcing the bubble smaller and smaller as the liquid pressure increases Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distribute the discharging water. The Fl Sprinkler temperature rating is identified by the color of the glass bulb capsule as well as frame color where applicable. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York, 10523 Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position 56 80 1,2,3,4,5,6,7 P1725 m) (56mm) -- - (20mm) (R3/4)(U 80 (15m 21 115 (58mm) 1.2.3.4.7.8 R172 ½' ½' NPT 56 -. 80 . 22' 17132' 5' NPT so - I 2 3' (20mrn)'2 I (P3/4) (58mm) r 7/16' 7"NPT 60 2' 128 P1723" ........2 3/8 7, NPT 2 2 S4 : 1 R172 (10mm) (P1/2)'2 - (6mm) 1XL -- 42 .60 1mm .4,6.7 P1715 R1712 Upright Pendent Conventional Installation Data: Sprinkler Identification Numbers A Nominal K Factor Sprinkler Approval (SIN) Thread Size --------------------------....................Height Organization t---------- US Mençj J....................Uptight Pendent Conventional- nslail in Uprghr or Pendent Position '12 56 1m , ....'':" P1774 NPT 15mm 56 80 55 1mm '15. ' P1775 20mm 80 115 S8.1mmn 47 P1772 LPC Approval up to 286°F (141°C) FM Approval for SStJ up to and including 200°F (93°C) only. (3)(F1SS) VdS Approval for Intermediate Response 155°F (68°C) only. (4) Polycoated upright UL and ULC listed corrosion resistant. 2. 17/32 )/,4 NPT 0 115 i 23' .L , 7/16' // NPT I ------- 4.2 60 2.2 (R 112) 3/8 ½ NPT . 2.8 40 2.2 (10mm) (P1/2) (56mm) 10mm P3/8 4.2 {60 56.1mm P17 13 P1711 P 1714 r-iuusstu rti iuti It - 2 I/4 HOLE &t-. (3Z2m.J i5/16 014. f49.2nmJ ç - X 4/7 REDUCER TURN COLLAR j x UNTIL TICHT AGAINST SPRINKLER / WRENCH BOSS •\\ ['1 I (1 J14' ALUUSTMCNr 03 V8 N II7rG0IA 2 27/32 014. (72.2rn) (1) When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Installation Data: Nominal Thread Size Orifice I VY NPT (15mm) 17132 3/ NPT (20mm) (P3/4) W NPT (P1/2) Nominal K Factor qs— T -- 5.6 I 80 8.0 115 5.6 80 Sprinkler Height Approval Sprinkler Identification p Organization Numbers (SIN) (56mm) 1,2,3,4,5.7 P1715 (58mm) 1,2,3,4.8 R1712 . 22 7 (56mm) (2) FM Approval Light Hazard - No Limitations Ordinary Hazard - Groups 1 & 2, Wet Systems only. LPC Approval is for 57°C through 93°C ratings. VdS Approval for Intermediate Response 155F (68°C) only. 3. Horizontal Sidewall Modelfi-Vertical- Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupahcy U.S. Patent No. 6,374,920 Sprinkler Type Deflector to Ceiling Distance I (Mm. - Max.) LUPht (102mm 5mm)__j Pendent 4(102mm)- 12'(305nm) Vertical Sidewall Installation Data: Nominal K Factor Sprinkler royal Sprinkler Nominal Orifice Thread Size I p . Identification US Metric I Height Organizations Numbers (SIN) -.----.F----.----- -------.-. - -----------.----..----------±--- - 1/2 (15mm) V NPT (R1/2) 5.6 8.0 J 22' (56.1mm) 1,2,3.4.6.8 R1785 (1) LPC Approval is pendent only, 57°C through 141°C ratings. Model Fl Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench [T Installation Data: Nominal K Factor Approval Organizations Sprinkler Nominal , . - .............................-. -' -H Sprinkler ........................ Thread Size Ordina Identification Orifice . US Metric Height Light Hazard Hazard Numbers (SIN) Y(15mm) 5.6 80 . 2.63(67mm) 1,2,3,5 1.2.5 ' A1735 Note: UL and ULC Listing permits use with Fl escutcheons, light hazard only. ,....._4... .. -- Model FtExtefldedCoverageLPendent.SprinkIer Deflector: EC Pendent Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy Coverage Area Pressure Flow Rate Max. Area Width x Length Nominal K=8.0 (115) K=5.6 (80) gprrl psi bar psi bar ftx rnxm 26 98.4 10.6 0.7 21.6 1 5 16 x 16 4.9 x 4.9 33 125.0 17.0 1.2 34.7 2.4 18 x 18 I 5.5 x 5.5 40 151.4 25,0 1.7 51.0 L 20 x 20 6 Ox 6.0 lnstiIltinn Data Extended Coverage Pendent Nominal Thread Nominal K Factor - Sprinkler Approval Temperature Rating Sprinkler US Metric Orifice Size Height i Organizations •F ] c Identification Numbers (SIN) 8.0 115 27(56mm) 1.2.8 135.155 57.68 81742 (20mm) (R3 t22(56mm) 135,155 R1 745 57,68 5.6 Model Fl Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type Extended Coverage Light Hazard Occupancy I Extended Coverage Recessed (1) When Installed directly into a tee, the escutcheon dimensions adjustment will be reduced. Coverage Area Pressure Flow Rate Nominal Max. Area ..................-- -._- - .----... - .. Width x Length K.O (115) K=5.6 (80-) - gpm J L/min .PL .i psi....- : bar L ft. xft. i mxm 26 984 106 0.7 216 1.5 16x16 49x49 33 1250 170 1.2 347 24 I 18x18 55x55 40 1514 25.0 1.7 510 35 20x20 60x6.0 lflli+liri fliti Nominal Thread Orifice Size Nominal 1< FactoL4 Sprinkler Height Approval Temperature Rating Organizations 'F Ic Sprinkler Identification Numbers (SIN) us Metric 17/37 3/NPT 0 . 115 22(56mm) I 1.2.8 .. 35.155 57.68 1 R1742 TL. . L. 1/2 (15mm) 5.6 80 27 (56mm) 1.2.8 . 135. 155 57.68 R1745 (R 112) 5. ..- .. --Model Ft.& tReceéd phnk I Ordering lforthatii - Application -'----.- ., Specify: : Model Fl and Fl Recessed sprinklers are used in • Sprinkler Model fixed fire protection systems: Wet, Dry, Deluge or 2. Sprinkler Type , Preaction. Care must exercised that the orifice size, Orifice Size temperature rating, deflector style and sprinkler type t. Deflector Type are in accordance with the latest published standards .. Temperature Rating of the National Fire Protection Association or the • Sprinkler Finish approving Authority Having Jurisdiction. 7. Escutcheon Finish (where applicable) Installation Model Fl sprinklers are standard response sprinklers intended for installation as specified in NEPA 13. They must also be installed with the Model D Sprinkler Wrench specifically designed by Reliable for use with these sprinklers. The Model Fl Recessed Sprinklers are to be installed with a maximum recess of 3/4 inch (19mm). The Model Fl Escutcheon illustrated is the only recessed escutcheon to be used with the Model Fl Pendent and EC Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model El Recessed Pendent and EC Pendent Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange covers to protect the bulb during the installation process. REMOVE THIS PROTECTION ONLY AFTER THE SYSTEM HAS BEEN HYDROSTATICALLY TESTED AND, WHEN APPLICABLE, THE ESCUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches are designed to install sprinklers when covers are in place. Maintenance The Models Fl and Fl Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25 Do not clean sprinklers with soap and water, ammonia or any other cleaning fluid. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Temperature Ratings Classification Sprinkler Temperature Maximum Ambient Temperature Bulb Color I_°c °F °C °F Ordinary 135 57 100 38 Orange Ordinary 155 68 100 38 Red intermediate 175 79 150 I 66 Yellow intermediate 200 93 150 I 66 I Green Hight" 286 141 225 107 1 Blue Extra High' 360 182 300 [ 149 1 Mauve (1) Not Available for Fl Recessed Patents: U.S. Patent No. 6,374,920 Applies to Model Fl Vertical Sidewall Sprinklers. Finishes(l) Sprinkler Standard Finishes Escutcheon I Bronze I Brass Chrome I Chrome -White Polyester Coated°'6' j White Painted Special Application Finishes Sprinkler Escutcheon Bright Brass"' Bright Brass Black Plated I Black Plated Black Pant'3' Black Paint Off WhitO Oft White Satin Chrome Satin Chrome Lead Platedi34i Wax Coatodi3iS Wax Over Leadi3x4 Other colors and finishes are available on special order. Consult factory for details. 200°F (93°C) maximum. UL and ULC listed, and NYC approved only. 155°F to 200°F (68°C to 93°C) ratings only. 286°F (14 1°C) sprinklers may be coated for ambient conditions not exceeding 150°F (66°C). UL and ULC listed corrosion resistant SIN numbers: R1721, R1722, R1723 and R1725. Note: For Y" orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 013. The eQuipment presented in this bulletin is to be instated in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. Recycled Paper (800) 431-1588 Safes Offices (800) 848-6051 Sales Fax e ia C (914) 829-2042 Corporate Offices Revision tines indicate updated or new data www.reiiabiesprinkier.com Internet Address E.G. Printed in U.S A. 3,07 P/N 9999970011 - ES-F-825Y - Series 825V- Reduced Pressure Zone Assemblies Size: i/i' - 2" (20mm - 50mm) The FEBCO Series 825Y Reduced Pressure Zone Assemblies are used to protect against high hazard (txdc) fluids in water services to industrial plants, hospitals, morgues, mortuaries, and chemical plants. They are also used in irrigation systems, boiler feed, water lines and other installations requiring maximum protection. Features Ultimate mechanical protection of potable water, against hazards of cross-connection contamination. Meets all specifications of AMNk ASSE, CSA and approved by the Foundation for Cross-connection Control and Hydraulic Research at the University of Southern California. Flow curve generated by the Foundation of Cross-Connection Control and Hydraulic Research at the University of Southern California. Modular relief valve for ease of maintenance. Simple Service procedures. All internal parts serviceable in line. Low head loss. Spring loaded Y type check valves. Internal relief valve pressure sensing passages. Replaceable seal rings on all sizes. End connection—NPT ANSI /ASME 8120.1 SDecifications The reduced pressure zone assembly shaft consist of two independently operating, spring loaded, Y pattern check valves and one hydraulically dependent differential relief valve. The assembly shall automatically reduce the pressure in the 'zone between the check valves to at least 5psi lower than inlet pressure. Should the differential between the upstream and the zone of the unit drop to 2ps1, the differential relief valve shall open and main- tain the proper differential. Mainline valve body and caps including relief valve body and cover shall be bronze. Check valve moving member shall be center stem guided. All hydraulic sensing passages shaft be internally located within the mainline and relief valve bodies and relief valve cover, Diaphragm to seat area ratio shall be 10:1 minimum. Relief valve shall have a removable seat ring. Check valve and relief valve components shall be constructed so they may be serviced without removing the valve body from the line. All seat discs shall be revers- ible. Shutoff valves and test cocks shall be full ported ball valves. The assembly shall be rated to 175psi (12.1 bad working pressure and water temperature range from 32°F to 140°F (0°C - 60°C. The assembly shall meet the requirements of ASSE Standard 1013; AWWA Standard Code C511; CSA Standard B64.4; and approved by the Foundation for Cross-Connection Control and Hydraulic Hydraulic Research at the University of Southern California. Job Name Job Location Engineer Approval Oneration In a flow condition the check valves are open with the pressure between the checks, called the zone, being maintained at least 50psi lower than the inlet pressure and the relief valve is maintained dosed. Should abnormal conditions arise under no flow or reversal of flow, the differential relief valve will open and discharge to maintain the zone at least 2psi lower than the supply. When normal flow resumes, the zone's differential pressure will resume and the relief valve will close. Tvnical Installation Reduced pressure zone assemblies should be installed with minimum clearance of 12 (300mm) between relief valve discharge port and floor or grade. They must be installed where discharge will not be objectionable and can be positively drained away. They should be installed where eas- ily accessible for testing and maintenance and must be protected from freezing. Thermal water expansion and/or water hammer downstream of the baddlow, preventer can cause excessive pressure. Excessive pressure situations should be eliminated to avoid possible damage to the system and assembly. Refer to local codes for specific installation requirements. Some codes may prohibit vertical installation. 3O Max. (1Othnm) it Min. (300mm1 Flow Contractor Approval Contractor's P0. No. Representative FEBCO product specifications in U.S. customary units and metric are approximate and are provided for reference only. For precise mea- surements, please contact FEBCO. FEBCO reserves the right to change or modify product design, construction, specifications, or materials Dimensions - Weights Size: W - 2 (20 - 50mm) SL (ON) in, mm A in. I mm Im I mm DIMENSIONS C in. I mm 0 I in, I mm WEIGHT E in. I mm lbs. I kgs. 3/4 20 12 305 73/4 197 3¼ 83 31/4 83 41A 105 11.5 5.2 1 25 12-Y4 324 197 3¼ 83 31 83 41A 105 5.7 1½ 41) 17 432 10½ 2671 41/2 114 4½ 114 5 127 12.5 tj~2 26.5.0 2 50 17~ 451 10½ 267 4½ 114 4½ 114 5 127 29.0 3.0 Wa pi V(mm) ,K MENNOMENNOMME -i iE!NIUP!I I Wa psi 1Wi4nm) ...i'.i'..u' - ri iiuuai•iiii Diaphragms: Mtrile, fabric reinforced Springs: Stainless Steel * fl be supplied with optional silicone seat disc. Approvals - Standards Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. AWINA C511 Conformance Ian Wa psi t(50mm) III •uiuiiiiii I uii••uiiiiu•i Side View * B Dimension is less shutoffs Top View Note: Weights shown are approximate. Dimensions shown are nominal, allowance must be made for normal manufacturing tolerances. A Division of Watts Water Technologies, Inc. 115k 4381 N. Brawley • Ste. 102 • Fresno, CA • 93722 • Tel, (559)441-5300 • Fax:(559)441-5301 • www.FEBCOonline.com Canada, 5435 Noilli Service Rd. • Buillngtcn, OUT. • LJL 5117 • Tel. (905) 332-4090 • Fax: (9(6) 332-7068 • www.FEBCOonline,ca HSC APPLICATIONS Specifically designed for the following uses: Water circulation Booster service liquid transfer Spraying systems Jockey pump service General purpose pumping SPECIFICATIONS Pump Capacities: to 50 GPM. Pressures: to 94 PSI (217 feet). Pipe connections: 174" suction 1" discharge. temperatures: to 1801F (82)C) max. Maximum working pressure: 125 PSI. Rotation: right hand, ie; clockwise when viewed from motor end. Motor NEMA standard 3/4 - 11/2 HP, 115/230 V; 2 HP, 230 V, 60 Hz. Single phase (standard) Three phase available - see price book for order numbers. .3500RPM. Built-in overload with automatic reset. Capacitor type. Stainless steel shaft. FEATURES Multi-stage Design: Provides steady, quiet and vibration-free operation for years of trouble-free service. Impellers: 20% glass-filled thermoplastic precision molded for high efficiencies. Compact Design: Close- coupled, space saving design provides easy installation. Flexible coupling and bedplate not required. Mounting: Can be mounted in vertical or horizontal position. Stainless Steel Pump Shaft: Hex design provides positive drive for impellers and eliminates clearance adjustments. Corrosion Resistant: Stainless steel wear rings and coverplates. Electro-coated paint process applied inside and out and then baked on. 0-rings: Throughout for positive sealing. Easy to Service: Can be taken apart for service by removing four bolts. Motor: Close coupled design. Ball bearings carry all radial/axial thrust loads. Designed for continuous operation. All ratings are within working limits of the motor. Single Phase Models HP Order No. Stages 1/, FISCO] 2 1 HSC1O 2 11/2 HSC15 2 2 HSC2O 3 COMPONENTS Item No. Description 1 Mechanical seal 2 Impellers 3 Intermediate stage 4 Casing Stainless steel hex shaft 6 Stainless steel wear rings Stainless steel cover plates 8 0-ring seals Impeller bolt and washer Goulds Pumps is ISO 9001 Registered. 1 2 7 85 6 © 2004 Goulds Pumps Effective March, 2004 www.goulds.com ITT Industries BI-ISC <& Goulds Pumps DIMENSIONS AND WEIGHTS Model HP Length Width Height Wt. (lbs.) I-ISC07 3/4 15 8 9 53 HSC10 1 16 8 9 58 HSC15 1/2 17 8 9 72 HSC20 2 19 8 9 75 (All dimensions are in inches and weight in lbs. Do not use for construction purposes.) PERFORMANCE CURVE 12' / 10 20 30 40 50 2 4 6 8 10 12 CAPACITY METERS FEET 240 70 -. 220 200 HSC2O 60 - 180 50 - 160 LU I HSC15 U 140 40 - HSC10 z 120-- >- HSCO7 -J 30 - 100 0 I- 80 20 - 60 40 10 20 - 0 0 NPSHR 6' \7. MODEL HSC SIZE 3,0 - 2 HP RPM 3500 TO CONVERT FEET OFWATERTOPSI - DIVIDE FEET BY 2.31 60 U.S. GPM 14 16 M3 /hr Goulds Pumps and the ITT Engineered Blocks symbol are Goulds Pumps registered trademarks and tradenames of ITT Industries. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. <&ITT Industries -.-,---- A Concealed Residential Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features 1. Very low water flow requirements. 2.1/2" (13mm) Total adjustment. Push-On/Thread-Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC43 Concealed Residential Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC43 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Residential distributhn patterns are higher and generally contain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high discharge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacuation time for occupants. The RFC43 Sprinkler provides the best form of fire protection by combining an attractive appearance and 1/2 (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC43 is a UL Listed Residential Sprinkler to be installed in the residential portions of any occupancy in accordance with NEPA 13, 13R, & 13D The RFC43 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Application and Installation The RFC43, for residential installations, uses a 165°F (74°C) fusible solder link in a tuning fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler Tha RcIihIø Au.fnmtir rrinkIr ('n Inn ç2ç Nnrth FA fliietcn FAruunt \/crr1rn t\løA, VrNrL, 1fl9 nsidecèngtemperature7The'subsequent operation of the solder link opens the ,wätetway and causes the deflector to drop into position to distribute the discharging water in a hemispherical pattern bebw the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located bebN the ceiling. The residential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wall wethng. After a 2 5/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexagonal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is-then -ir the-pipe-fitting. -Ven inserting Or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC43 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Cover assemblies provide up to y21' (13mm) of adjustment Turn the cover clockwise until the flange is in contact with the ceiling. The optional push-on cover plate may require a final adjusting turn to contact the ceiling. Cover removal requires turning in the counter-clockwise direction. In ceilings that have .a plenum space above the sprinkler, the plenum space may have neutral or negative pressurization but must not be positively pressurized. Inspect all sprinklers after installation to ensure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment Temperature Rating 1 Sprinkler Cover Plate I Max. Ambient Tp. 165°F/74°C 135°F/57°C 1001738°C j Installation Data Thread Size K Sprinkler Spacing Maximum Distance Dist inch (mm) Factor ft. (m) to Wall ft. (m) spu 1/2"(15mm) 4.3 12x 12(3.6x3.6) 6(1.83) '/2" (15mm) 112" (15mm) 4.3 4.3 14 x 14 (4.3x4.3) 16 x 16(4.9x4.9) 7(2.13) 8(2.43) Y2" (15mm) 4.3 18 x 18 (5.5x5.5) 9(2.74) ½" (15mm) 43 1 20 x20 (6.0x6.0) 10(3.05) I Minimum Minimum Required Sprinkler Discharge ince between inkIer ft. (m) Flow Press. gpm (Lpm) psi (bar) 8 (2 43) 12(45) 7.8 (0.54) 8(2.43) 13(49) 9.1 (0.63) 8 (2 43) 13 (49) 9.1(0.63) 8(243) 18(68) 1 17.5(1.21) 8(2.43) 21(79) 123.8(1.64) Note: 1 bar = 100 Kpa Model RFC 43 Pendent Flat Concealed installed below Sloped Ceiling. Technical Data - T Thread Sprinkler Coverplate Max. Max. Actual M I Sprinkler Sie Temp. Rating Tem qj~LcjAdjustment p. Rating Pressure Ambient Temp. K Factor 'I Identification - 1fL si (bar) - /2"NPT(RY2) 1 75 - Table 3 - Application Max. Slope of Zil (' Max. Sprinkler Spacing Along Slope (W) Width x ( L) Length ft (m) Mm. Flow Per Sprinkler Head - 12 x 12(3,6 x 3,6) -. 14 x 14 (4,3 x 4,3) _JIL. 16 x 16(4.9 x 4,9) -- 18 (68) _... - 18x 18(5,5x5,5) 20x20(6.1 x6.1) Pitch - Pressure psi (bar) Mm. Flow Per Sprinkler Head gpm (Lpm) Pressure psi (bar) 17.5(1,21) 13(49) 17.5(1,21) 13 49) J21 17.5(1,21) 13(49) 21(79) 23.8(1.64 21(79) I 23.8(1.. 2. - - - --- - - Maiñtenaàe.- __ Model -RFC43 Concealed Sprinklers should be inspected 13°F(57°C). Cover plate assembly shall consist of a brass -quarterly and the sprinkler system maintained in accordance - cover plate and copper alloy retainer flange having a WIIh.NFPA 25. Do not clean sprinklers with soap and water, [thread-on] [push-on] and thread-off design, allowing a 1/2 I ammonia or any other cleaning fluids. Remove dust by using cover plate adjustment Any secure engagement between a soft brush or gene- vacuuming. Remove any sprinkler the cover plate and the cup will assure that the drop-down cover plate assembly which has been painted (other than deflector is properly located below the ceiling. A plastic factory applied) or damaged in any way. A stock of spare protective cap shall be prcMded and factory installed inside sprinklers should be maintained to allow quick replacement of the spnnkler cup to protect the drop-down sprinkler deflector damaged or operated sprinklers. Prior to installation, from damage, which could occur during construction before sprinklers should be maintained in the original cartons and the cover plate is installed. Standard cover finish: [Chrome] packaging until used to minimize the potential for damage to [Write] [Specialty-specify]. Residential concealed sprinklers sprinklers that would cause improper operation or shall be Reliable Model RFC43, SIN RA0612 (Bulletin 006). non-operation. Model R FC43 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential concealed sprinklers with drop-down deflector and adjustable flat cover plate engineered for a minimum design density of 0.05 gprrt2. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K-factor shall be nominal 4.3 (62.4), having a 7/16" orifice. Temperature rating shall be Ordinary 165°F (741C); cover plate temperature rating to be Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On cover Cover Plate Finishes ° Standard Finishes Chrome White Special Application Finishes Bright Brass Black Plating Black Paint Off White LSatin Chrome 1"Other colors and finishes available Consult factory for details. Note: Paint or any other coatings applied over the factory finish will void all approvals and warranties. x 1/2 REDUCING EE OR ELBOW - - - - - - - _ tJLii 2%- (66.7mm] DIA. [58.7mm] 014 HOLE IN CEILING CUP I 2" [50.8mm] MAX. FACE OF TIlTING .. TO FACE OF CEILING DIMENSION CEILING [12.7mm] MAX. I 'DL& COVER ADJUSTMENT COVER PLATE (84. ImmJ t (4.8mm] ASSEMBLY - -- COVER PLATE, 1/2" [12.7mm 1 ADJUSTMENT 3.