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HomeMy WebLinkAbout2645 OBELISCO PL; ; AS981846; PermitJob Address: Permit Type: Parcel No: Lot#: Reference No.: PC#: Project Title: Applicant: Fees($) 190 City of Carlsbad Sprinkler Permit Permit No: AS981846 2645 OBELISCO PL Status: ISSUED SPRINK Applied 4/20/1999 2154400100 Approved: 0 Issued: Inspector: WILSON RESIDENCE Add'I Fees ($) 0 Owner: WILSON TRUST 09-23-95 7172 ESTRELLA DE MAR RD CARLSBAD CA Total($) Balance($) 190 0 Fire Protection System Applicati~n ermit Information 1... Check or fill in pertinent information for type of permit you are submitting. AS -Automatic Sprinklers 1 Commercial__ Residential _\/' __ Number of heads per system System # Heads System # Heads System # Heads System# System# System# Underground included for approval Underground included for reference only FA -Fire Alarm Ten devices or less Over IO devices # of devices cJ> Yf uuhJ Heads Heads Heads Total Fees Total Fees FS -Fixed Systems -Circle One Hood and Duct, Halon, Special Chemical Agent, Standpipe, Spray Booth, or Appliance Total Fees There may be an ndditional charge of $50.00 per 1/2 hour for failed inspections. kJ<LSOAJ fJ;srr:£~~~ Il. Address ofjob site Zlof5 0~ELISC:.O~ARLse,,9-1)Ste # __ Bldg Permit# C. Contractor Informatio~ 9-~ ~ Name MFYT7itJGFR CoJJSJ , Address -po Px?':>< zsr;:s City, State RPr~ t H-0 Cl~ Kind of License and Number 5S l 1 ~lo Phone Certificate of Insurance on file with r◄ire Dept? Y or N Business License on file with City? ~r N Signature~ A • ,-«2~ Date 4 -20 -CJ~ Fees Rc,·iscu 02/23/98 PARSLEY CONSULTING ENGINEERS 350 W. 9th AVENUE, SUITE L ESCONDIDO, CA 92025 HYDRAULIC CALCULATIONS FOR Two Head Calculations FILE NUMBER: WILSONl DATE: Apr 12, 1999 Wilson Residence 2645 Obelisco Place Carlsbad, California -DESIGN DATA- OCCUPANCY CLASSIFICATION: Residential System DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: FLOW (at source) PRESSURE REQUIRED AT SOURCE TOTAL PRESSURE AVAILABLE AT SOURCE SPRINKLER ORIFICE SIZE: Per Manufacturers Listing Most Remote 2 Head(s) 20 Feet x 20 Feet Maximum 2 head(s) 34.5 gpm 34.5 8.1 psi 35.0 23.1% of Avail. 7/16 inch DESIGN/LAYOUT BY: Parsley Consulting Engineers AUTHORITY HAVING JURISDICTION: Carlsbad Fire Deparment 12' added to pipe segment Cl-Fl for tees on run; 9' added to pipe segment D-B for tees on run; 10' added to pipe segment Al-El for tees on run. CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 522K279 HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/12/1999 Page 1 WILSONl.SDF JOB TITLE: Wilson Residence, Two heads flowing WATER SUPPLY DATA SOURCE NODE TAG s STATIC PRESS. (PSI) 35.0 RESID. PRESS. (PSI) 34.9 @ FLOW (GPM) 100.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. PRESS. @ (PSI) 35.0 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG 1 2 3 A Al B C Cl C2 D E El F Fl G TOR BOR UG PUMP-OUT PUMP-IN METER-OT METER-IN s ELEVATION (FT) 20.0 20.0 20.0 10.0 -10.0 10.0 10.0 20.0 20.0 10.0 10.0 -10.0 10.0 20.0 20.0 10.0 0.0 -3.0 3.0 3.0 3.0 3.0 3.0 NODE TYPE K= 4.20 K= 4. 20 SOURCE PRESSURE (PSI) 16.4 17.4 34.0 41. 8 50.1 40.6 40.0 33.5 33.2 39.7 39.8 48.6 39.3 34.3 34.0 43.4 48.4 50.9 49.3 -5.7 -5.6 -0.6 8.1 TOTAL DEMAND (GPM) 34.5 REQ'D PRESS. (PSI) 8.1 34.5 GPM 0.0 GPM 0.0 GPM 34.5 GPM DISCHARGE (GPM) 17.0 17.5 --------- --- ------ --- ------ ------ -.... - --- --- --- ------ --------- 34.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/12/1999 WILSONl.SDF JOB TITLE: Wilson Residence, Two heads flowing 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) F.L./FT (PSI) Pipe: 1 -17.0 1.101 PL 10.00 PF 1.0 1 20.0 4.2 16.4 17.0 5.7 150 FTG ET PE 0.0 2 20.0 4.2 17.4 17.5 0.050 TL 20.00 PV 0.2 Pipe: 2 -34.5 1.101 PL 65.50 PF 15.8 2 20.0 4.2 17.4 17.5 11. 6 150 FTG 2ET4R PE 0.0 C2 20.0 0.0 33.2 0.0 0.187 TL 84.50 PV 0.9 Pipe: 3 13.4 1.101 PL 4.00 PF 0.3 Cl 20.0 0.0 33.5 0.0 4.5 150 FTG T PE 0.0 C2 20.0 0.0 33.2 0.0 0.032 TL 9.00 PV 0.1 Pipe: 4 -6.1 1.101 PL 96.50 PF 0.8 Cl 20.0 0.0 33.5 0.0 2.0 150 FTG E2T PE 0.0 Fl 20.0 0.0 34.3 0.0 0.008 TL 111.50 PV 0.0 Pipe: 5 -7.3 1.101 PL 46.00 PF 0.5 Cl 20.0 0.0 33.5 0.0 2.5 150 FTG 4R PE 0.0 G 20.0 0.0 34.0 0.0 0.011 TL 50.00 PV 0.0 Pipe: 6 0.0 1.101 PL 11. 00 PF 0.0 3 20.0 0.0 34.0 0.0 0.0 150 FTG 2ETR PE 0.0 G 20.0 0.0 34.0 0.0 0.000 TL 27.00 PV 0.0 Pipe: 7 -7.3 1.101 PL 19.50 PF 0.3 G 20.0 0.0 34.0 0.0 2.5 150 FTG 2T PE 0.0 Fl 20.0 0.0 34.3 0.0 0.011 TL 29.50 PV 0.0 Pipe: 8 -13.4 1.101 PL 10.00 PF 0.6 Fl 20.0 0.0 34.3 0.0 4.5 150 FTG ET PE 4.3 F 10.0 0.0 39.3 0.0 0.032 TL 20.00 PV 0.1 Pipe: 9 -13.4 1.101 PL 7.00 PF 0.4 F 10.0 0.0 39.3 o.o 4.5 150 FTG TR PE 0.0 D 10.0 0.0 39.7 0.0 0.032 TL 13.00 PV 0.1 Pipe: 10 7.1 1.101 PL 1.00 PF 0.1 E 10.0 0.0 39.8 0.0 2.4 150 FTG T PE 0.0 D 10.0 0.0 39.7 0.0 0.010 TL 6.00 PV 0.0 Pipe: 11 -6.3 1.101 PL 91. 00 PF 0.9 D 10.0 0.0 39.7 0.0 2.1 150 FTG 3E2T PE 0.0 B 10.0 0.0 40.6 0.0 0.008 TL 116.00 PV 0.0 Pipe: 12 -21.1 1.101 PL 18.50 PF 2.5 C2 20.0 0.0 33.2 0.0 7.1 150 FTG E2T PE 4.3 C 10.0 0.0 40.0 0.0 0.075 TL 33.50 PV 0.3 Pipe: 13 -21.1 1.101 PL 3.00 PF 0.6 C 10.0 0.0 40.0 0.0 7.1 150 FTG T PE 0.0 B 10.0 0.0 40.6 0.0 0.075 TL 8.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/12/1999 WILSONl. SDF JOB TITLE: Wilson Residence, Two heads flowing PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -27.4 1.101 PL 9.00 PF 1.2 B 10.0 0.0 40.6 0.0 9.2 150 FTG R PE 0.0 A 10.0 0.0 41. 8 0.0 0.122 TL 10.00 PV 0.6 Pipe: 15 -34.5 1. 400 PL 13.50 PF 1. 5 A 10.0 0.0 41. 8 0.0 7.2 150 FTG ETR PE 0.0 TOR 10.0 0.0 43.4 0.0 0.058 TL 26.50 PV 0.3 Pipe: 16 -7.1 1.101 PL 23.50 PF 0.4 Al -10.0 0.0 50.1 0.0 2.4 150 FTG 2E2TR PE -8.7 A 10.0 0.0 41. 8 0.0 0.010 TL 44.50 PV 0.0 Pipe: 17 7.1 1.101 PL 93.50 PF 1. 4 Al -10.0 0.0 50.1 0.0 2.4 150 FTG 6E4T PE 0.0 El -10.0 0.0 48.6 0.0 0.010 TL 143.50 PV 0.0 Pipe: 18 7.1 1.101 PL 10.50 PF 0.2 El -10.0 0.0 48.6 0.0 2.4 150 FTG ET PE --8.7 E 10.0 0.0 39.8 0.0 0.010 TL 20.50 PV 0.0 Pipe: 19 -34.5 1. 650 PL 3.00 PF 0.6 TOR 10.0 0.0 43.4 0.0 5.2 120 FTG 2RC PE 4.3 BOR 0.0 0.0 48.4 0.0 0.039 TL 16.50 PV 0.2 Pipe: 20 -34.5 1. 985 PL 81. 0,0 PF 1. 2 BOR 0.0 0.0 48.4 0.0 3.6 150 FTG 5E PE 1. 3 UG -3.0 0.0 50.9 0.0 0.011 TL 116.00 PV 0.1 Pipe: 21 -34.5 2.045 PL 100.00 PF 1.1 UG -3.0 0.0 50.9 0.0 3.4 150 FTG 2E PE -2.6 PUMP-OUT 3.0 0.0 49.3 0.0 0.009 TL 116.00 PV 0.1 Pipe: 22 FIRE PUMP Rating: 40.0 gpm @ 55.0 psi PUMP-IN 3.0 0.0 -5.7 0.0 Avail. : 34.5 gpm @ 55.0 psi PUMP-OUT 3.0 0.0 49.3 0.0 Reg' d.: 34.5 gpm @ 55.0 psi Pipe: 23 -34.5 1.985 PL 10.00 PF 0.1 PUMP-IN 3.0 0.0 -5.7 0.0 3.6 150 FTG PE 0.0 METER-OT 3.0 0.0 -5.6 0.0 0.011 TL 10.00 PV 0.1 Pipe: 24 FIXED PRESSURE LOSS DEVICE METER-IN 3.0 0.0 -0.6 0.0 5.0 psi, 34.5 gpm METER-OT 3.0 0.0 -5.6 0.0 Pipe: 25 -34.5 1. 025 PL 25.00 PF 8.7 METER-IN 3.0 0.0 -0.6 0.0 13.4 150 FTG TG PE 0.0 s 3.0 SRCE 8.1 (N/A) 0.264 TL 33.00 PV 1. 2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/12/1999 JOB TITLE: Wilson Residence, Two heads flowing NOTES: Page 4 WILSONl. SDF (1) Calculations were performed by the HASS 6.3.0 computer program under license no. 522K279 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.000 gpm and a maximum imbalance at any node of 0.010 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 13.4 ft/sec at pipe 25. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C MATERIAL: C-900 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVlv BfyVlv GatVlv 2.045 8.00 8.00 1.00 43.00 23.00 4.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C s G Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv 1.025 3.00 7.50 1. 50 3.00 0.50 4.50 0.50 1. 985 7.00 15.00 3.00 4.50 0.50 9.00 0.50 PAGE: w MATERIAL: DyThd HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L R B G A Ell Tee 45 RunTee Bfly Gate Alarm l.650 4.50 9.00 2.30 3.40 6.70 l. 20 0.00 PAGE: z MATERIAL: CPVC-C HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L R B G C Ell Tee 45-Ell TeeRun Btrfly Gate Check 1.101 5.00 5.00 1. 50 1.00 0.00 1. 50 7.50 1.400 6.00 6.00 2.00 1.00 0.00 1. 50 11. 00 C Check 6.70 D 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/12/1999 JOB TITLE: Wilson Residence, Two heads flowing _ WATER SUPPLY CURVE p R E s s u R E ( p s I ) 36+ *0* <-34.9 psi@ 100 gpm I Flow Test Point 33+ 30+ 27+ 24+ 21+ 18+ 15+ 12+ 9+ X 6+ 3+ LEGEND X = Required Water Supply 8.10 psi@ 34.5 gpm O = Available Water Supply 34.99 psi@ 34.5 gpm Page 5 WILSONl.SDF o++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) PARSLEY CONSULTING ENGINEERS 350 W. 9th AVENUE, SUITE L ESCONDIDO, CA 92025 HYDRAULIC CALCULATIONS FOR One Head Calculations FILE NUMBER: WILSON2 DATE: Apr 12, 1999 Wilson Residence 2645 Obelisco Place Carlsbad, California -DESIGN DATA- OCCUPANCY CLASSIFICATION: Residential System DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: FLOW (at source) PRESSURE REQUIRED AT SOURCE TOTAL PRESSURE AVAILABLE AT SOURCE SPRINKLER ORIFICE SIZE: Per Manufacturers Listing Most Remote 1 Head(s) 20 Feet x 20 Feet Maximum 1 head(s) 24.0 gpm 24.0 1. O psi 35.0 2.9 % of Avail. 7/16 inch DESIGN/LAYOUT BY: Parsley Consulting Engineers AUTHORITY HAVING JURISDICTION: Carlsbad Fire Deparment 12' added to pipe segment Cl-Fl for tees on run; 9' added to pipe segment D-B for tees on run; 10' added to pipe segment Al-El for tees on run. CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE# 522K279 HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/12/1999 Page 1 WILSON2.SDF JOB TITLE: Wilson Residence, One head flowing WATER SUPPLY DATA SOURCE NODE TAG s STATIC PRESS. (PSI) 35.0 RESID. PRESS. (PSI) 34.9 @ FLOW (GPM) 100.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE AVAIL. PRESS. @ (PSI) 35.0 TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1 20.0 36.5 2 20.0 36.5 3 20.0 K= 4.20 32.7 A 10.0 42.7 Al -10.0 51.1 B 10.0 42.1 C 10.0 41. 9 Cl 20.0 36.3 C2 20.0 36.5 D 10.0 41. 3 E 10.0 41. 3 El -10.0 50.1 F 10.0 41. 0 Fl 20.0 36.2 G 20.0 35.2 TOR 10.0 43.5 BOR 0.0 48.1 UG -3.0 50.0 PUMP-OUT 3.0 48.0 PUMP-IN 3.0 -6.5 METER-OT 3.0 -6.5 METER-IN 3.0 -3.5 s 3.0 SOURCE 1.0 TOTAL DEMAND (GPM) 24.0 REQ'D PRESS. (PSI) 1.0 24.0 GPM 0.0 GPM 0.0 GPM 24.0 GPM DISCHARGE (GPM) ------ 24.0 ------ --- --- --- --------- --------- --- --------- ------------ 24.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 04/12/1999 WILSON2.SDF JOB TITLE: Wilson Residence, One head flowing 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) F.L./FT (PSI) Pipe: 1 0.0 1.101 PL 10.00 PF 0.0 1 20.0 0.0 36.5 0.0 0.0 150 FTG ET PE 0.0 2 20.0 0.0 36.5 0.0 0.000 TL 20.00 PV 0.0 Pipe: 2 0.0 1.101 PL 65.50 PF 0.0 2 20.0 0.0 36.5 0.0 0.0 150 FTG 2ET4R PE 0.0 C2 20.0 0.0 36.5 0.0 0.000 TL 84.50 PV 0.0 Pipe: 3 -12.6 1.101 PL 4.00 PF 0.3 Cl 20.0 0.0 36.3 0.0 4.3 150 FTG T PE 0.0 C2 20.0 0.0 36.5 0.0 0.029 TL 9.00 PV 0.1 Pipe: 4 2.0 1.101 PL 96.50 PF 0.1 Cl 20.0 0.0 36.3 0.0 0.7 150 FTG E2T PE 0.0 Fl 20.0 0.0 36.2 0.0 0.001 TL 111.50 PV 0.0 Pipe: 5 10.6 1.101 PL 46.00 PF 1.1 Cl 20.0 0.0 36.3 0.0 3.6 150 FTG 4R PE 0.0 G 20.0 0.0 35.2 0.0 0.021 TL 50.00 PV 0.1 Pipe: 6 -24.0 1.101 PL 11. 00 PF 2.6 3 20.0 4.2 32.7 24.0 8.1 150 FTG 2ETR PE 0.0 G 20.0 0.0 35.2 0.0 0.095 TL 27.00 PV 0.4 Pipe: 7 -13.4 1.101 PL 19.50 PF 1.0 G 20.0 0.0 35.2 0.0 4.5 150 FTG 2T PE o.o Fl 20.0 0.0 36.2 0.0 0.032 TL 29.50 PV 0.1 Pipe: 8 -11. 4 1.101 PL 10.00 PF 0.5 Fl 20.0 0.0 36.2 0.0 3.8 150 FTG ET PE 4.3 F 10.0 0.0 41. 0 0.0 0.024 TL 20.00 PV 0.1 Pipe: 9 -11. 4 1.101 PL 7.00 PF 0.3 F 10.0 0.0 41. 0 0.0 3.8 150 FTG TR PE 0.0 D 10.0 0.0 41. 3 0.0 0.024 TL 13.00 PV 0.1 Pipe: 10 5.6 1.101 PL 1.00 PF 0.0 E 10.0 0.0 41. 3 0.0 1. 9 150 FTG T PE 0.0 D 10.0 0.0 41.3 0.0 0.006 TL 6.00 PV 0.0 Pipe: 11 -5.8 1.101 PL 91. 00 PF 0.8 D 10.0 0.0 41. 3 0.0 1. 9 150 FTG 3E2T PE 0.0 B 10.0 0.0 42.1 0.0 0.007 TL 116.00 PV 0.0 Pipe: 12 -12.6 1.101 PL 18.50 PF 1.0 C2 20.0 0.0 36.5 0.0 4.3 150 FTG E2T PE 4.3 C 10.0 0.0 41. 9 0.0 0.029 TL 33.50 PV 0.1 Pipe: 13 -12.6 1.101 PL 3.00 PF 0.2 C 10.0 0.0 41. 9 0.0 4.3 150 FTG T PE 0.0 B 10.0 0.0 42.1 0.0 0.029 TL 8.00 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 04/12/1999 WILSON2.SDF JOB TITLE: Wilson Residence, One head flowing PIPE DATA (cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) F.L./FT (PSI) Pipe: 14 -18.4 1.101 PL 9.00 PF 0.6 B 10.0 0.0 42.1 0.0 6.2 150 FTG R PE 0.0 A 10.0 0.0 42.7 0.0 0.058 TL 10.00 PV 0.3 Pipe: 15 -24.0 1. 400 PL 13.50 PF 0.8 A 10.0 0.0 42.7 0.0 5.0 150 FTG ETR PE 0.0 TOR 10.0 0.0 43.5 0.0 0.030 TL 26.50 PV 0.2 Pipe: 16 -5.6 1.101 PL 23.50 PF 0.3 Al -10.0 0.0 51.1 0.0 1. 9 150 FTG 2E2TR PE -8.7 A 10.0 0.0 42.7 0.0 0.006 TL 44.50 PV 0.0 Pipe: 17 5.6 1.101 PL 93.50 PF 0.9 Al -10.0 0.0 51.1 0.0 1. 9 150 FTG 6E4T PE 0.0 El -10.0 0.0 50.1 0.0 0.006 TL 143.50 PV 0.0 Pipe: 18 5.6 1.101 PL 10.50 PF 0.1 El -10.0 0.0 50.1 0.0 1. 9 150 FTG ET PE -8.7 E 10.0 0.0 41. 3 0.0 0.006 TL 20.50 PV 0.0 Pipe: 19 -24.0 1.650 PL 3.00 PF 0.3 TOR 10.0 0.0 43.5 0.0 3.6 120 FTG 2RC PE 4.3 BOR 0.0 0.0 48.1 0.0 0.020 TL 16.50 PV 0.1 Pipe: 20 -24.0 1. 985 PL 81. 00 PF 0.6 BOR 0.0 0.0 48.1 0.0 2.5 150 FTG 5E PE 1. 3 UG -3.0 0.0 50.0 0.0 0.005 TL 116.00 PV 0.0 Pipe: 21 -24.0 2.045 PL 100.00 PF 0.5 UG -3.0 0.0 50.0 0.0 2.3 150 FTG 2E PE -2.6 PUMP-OUT 3.0 0.0 48.0 0.0 0.005 TL 116.00 PV 0.0 Pipe: 22 FIRE PUMP Rating: 40.0 gpm @ 55.0 psi PUMP-IN 3.0 0.0 -6.5 0.0 Avail.: 24.3 gpm @ 55.0 psi PUMP-OUT 3.0 0.0 48.0 0.0 Reg' d.: 24.3 gpm @ 54.5 psi Pipe: 23 -24.0 1. 985 PL 10.00 PF 0.1 PUMP-IN 3.0 0.0 -6.5 0.0 2.5 150 FTG PE 0.0 METER-OT 3.0 0.0 -6.5 0.0 0.005 TL 10.00 PV 0.0 Pipe: 24 FIXED PRESSURE LOSS DEVICE METER-IN 3.0 0.0 -3.5 o.o 3.0 psi, 24.0 gpm METER-OT 3.0 0.0 -6.5 0.0 Pipe: 25 -24.0 1. 025 PL 25.00 PF 4.5 METER-IN 3.0 0.0 -3.5 0.0 9.3 150 FTG TG PE 0.0 s 3.0 SRCE 1.0 (N/A) 0.135 TL 33.00 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/12/1999 JOB TITLE: Wilson Residence, One head flowing NOTES: Page 4 WILSON2.SDF (1) Calculations were performed by the HASS 6.3.0 computer program under license no. 522K279 granted by HRS Systems, Inc. 2193 Ranchwood Dr., N.E. Atlanta, GA 30345 (2) The system has been balanced to provide an average imbalance at each node of 0.027 gpm and a maximum imbalance at any node of 0.298 gpm. (3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 9.3 ft/sec at pipe 25. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: C MATERIAL: C-900 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G Ell Tee LngEll ChkVlv BfyVlv GatVlv 2.045 8.00 8.00 1.00 43.00 23.00 4.00 PAGE: L MATERIAL: CT-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C s G Ell Tee 45-Ell TeeRun Couplg SwgChk GatVlv 1. 025 3.00 7.50 1. 50 3.00 0.50 4.50 0.50 1. 985 7.00 15.00 3.00 4.50 0.50 9.00 0.50 PAGE: w MATERIAL: DyThd HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L R B G A Ell Tee 45 RunTee Bfly Gate Alarm 1.650 4.50 9.00 2.30 3.40 6.70 1.20 0.00 PAGE: z MATERIAL: CPVC-C HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L R B G C Ell Tee 45-Ell TeeRun Btrfly Gate Check 1.101 5.00 5.00 1.50 1.00 0.00 1.50 7.50 1. 400 6.00 6.00 2.00 1.00 0.00 1.50 11. 00 C Check 6.70 D 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 04/12/1999 JOB TITLE: Wilson Residence, One head flowing WATER SUPPLY CURVE p R E s s u R E ( p s I ) 36+ *O* <-34.9 psi@ 100 gpm I Flow Test Point 33+ 30+ 27+ 24+ 21+ 18+ 15+ 12+ 9+ 6+ 3+ X LEGEND X = Required Water Supply 1.00 psi@ 24.0 gpm O = Available Water Supply 34.99 psi@ 24.0 gpm Page 5 WILSON2.SDF o++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) CONTRACT NO. ~;A- r~ AME W \ L.Sa....:::::::. 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'Z-.3 ,◊3~S PE A-3~ a _ -?J -2.~c....-:-lO.._GTH. b o P~rZA-~--. ,~,~--::::f3o:;---;:L::---'t-~-:=--7--r--1 •-------- -----V' ~T_G. ZP PF ~~ 0 3a CPP TOT. ~,..:e:, ,0O~Z.. Pr--=----------,---,---~ 0 __, -;; "' -z:-i--c-=-22-_ G1 H. I ec:>P __ T~_?\-_.-,_-,....._ , __ q_~--,----t ..;;--r-~-,,,c.-,r--,-:: ....... y_-~4-?3-~~- ,____ c.--FTG, 2..2-. e:,~ PF /.07 ::-S-,k)~tJ51 •----+-0_'3_o_ PVG f6T. 122-, 00 cu ::::-P_E-~~_.eo __ ~=,·-~-:_-=_-=_:_---,,--__ 1 ______ _ , ___ hGTH. PTZO:z ... t eo 5:::-§,a f:"TG· _P_r ___ , __ _ ,----•·1-·or. PE ,----• 0 0 LG 1 H. PT p'-1. ~ P :AP (,d)ne_ ,---FT_G. PF____ ~Sf<'!./' TOT. PE a 0 •---~------•----· ----,----,----•------____ G1H. ~T ___ , ___ ----f Zf:)tZ-L=-37~ FTG-PF -----/ 0 t----, -~':::) /0 t-----•--~f--•-----tI.9.T. ......P_E __ _,_ __ -+----•-------, , ____ ,L_GTH. PT e>P S~J'P L'( __ ,___,F __ 1_ G· P_F ___ , ____ , ____ , Tot PE -----t•----+-----'---------+ a 0 a LGTH. PT ._ __ ,FTG: PF---1---• ; ---t----1 TOT. PE 0 Q ----, , ___ ,lG_TH. P.t ___ , ___ , ____ , ___ ,_FTG-r-· ,_. ___ , ___ ----• TOT. fYE ------------1 --------• 0 0 ~---IL __ G_ TH. P_T ---f---•----, , ____ ,F TG. P_F ____ , ___ , ____ _ , ____ o ____ , __ __. ____ fTOT. ---_P_E ____ •---,---------1 ~;---•----- PE --◄1----1-----,-----t P_T ______ , ____ , Pr 0 0 LG.~• H [ TG. 0 TOT- 0 LGIH· -FTG• ----___ , _____ r_E ___ 1 ____ 1 ____ 1 _____ _ PT 0 TO-T. 0 U,_TH. F TG-PF 0 TOT. 0 LGTH. FT.G- ---i----1-P_E ___ --~---1-------1 PT rr __ _ 0 TQT. PE ------~ 0 LGTH. PT ___ , ___ 1 __ _ --· F TG -0 _fliT~ -- PF ·-· ---------, ---1----(:_[___ ---•----•------1 PT ---------· .. -- Re ------ential optima™ Concealed Automatic Sprinkler Manufactured by: Central Sprinkler Company 451 North Cannon Avenue. Lansdale. Pennsylvania 19446 ■Product Description The Residential Optima™ Concealed is the world's first 20' x 20' (6.1 m x 6.1 m) concealed residential sprinkler. It is UL Listed for residential occupancies as outlined in NFPA 13. NFPA 13D and NFPA 13A with very low flows and pressures while providing the aesthetic appeal of a flat concealed ceiling plate. It is designed to compensate tor varying ceiling heights by utili zing a drop down deflector and an adjustable thread-on escutcheon. This feature is significant because rt allows the ceiling to fluctuate over · " i.15 mm) in height. The thin cover plate projects only 3/1s11 (4 8 mmJ below the ceiling for the maximum in unobstructed and aestheti c appearance. To prevent damage to the spr,n~ler and to allow the sprinkler to b0.:l located in the ceiling. a spec,cr protective cap is provided. Tn s pia%c cap has a cone shaped point th at ca·, be pressed against the wail board to locate the position of the sprinkler ana allow the hole to be cut correctly. The Residential Optima r M Concealed Sprinkler employs Central's exclusive !ink activating mechanism. The sprinkler is brass and the cover plate 1s available in brass. chron1-~ ;1:Yi-:t.: .· white painted. Operation: The Central Res1dent,a1 Optima Concealed Sprinkler absorbs heat through the ceiling cover plate which is soldered to the adjustable retainer ring with a fusible al loy. At the rated temperature. the alloy fuses, resulting in the plate dropping away from the sprinkler. At this point, the deflector drops down below the celling surtace , bringing about the link's exposure to the fire's heat. The heat fuses the link's thermal element resulting in a rapid expulsion of both the activating mechanism, as well as the sealing cap. Water can now flow in a pattern engineered to meet the coverage requirements. RTechnical lll~Data Model: ROC Style: Concealed (adjustable) Wrencri: Optima™ Concealed (Part #1074) Orif;ce Size-· 1,.11 111 .1 mmJ K Factor: 4.2 (60.6 metric) Thread Size:,,.,., (15 mm> N .P .T . Approvals: U.L.. cUL. MEA, 7-95-E Temperature Rating: 160· F/71 ·C Sprinkler with 135 F/57"C Cover Plate Maximum Working Pressure: 175 psi ( 12. 1 oar) Factory Hydro Test: 100°0 at 500 psi (34 5 bar) Standard Finishes: Sprinkler: brass Cover Plate: brass. chrome plated or white painted. 7/ II 11& (11.1 mm} Orifice Adjustable Concealed Residential Sprinkler Length : 2~116" to 31/,6" (65. 1mm to 77.8mm) Cover Plate: 3~'411 (82.6 mm) diameter Ceiling Opening: 21// (63.smmJdiameter Weight: 7.9 oz. (224 grams) complete assembly with cover plate Patented with additional patents pending. No. 4-5.0 Old Cat. No. 2· 7 .. 5 'Design -----Data Design Requirements--ROC Resldentlal OptlmaTM Concealed Sin_gJe-Head Multiple Head Minimum Minimum Minimum Minimum Coverage Area Flow Pressure Flow Pressure gpm (LPM) psi (bar) gpm (LPM) psi(bar) 20 X 20 (400 sq. ft.) 24 (91) 32.7 (2s3) 17 (64.4) 16.4 (1 .1) 6.1m x 6.1m (37.2rri') 18 X 18 (324 sq. ft.) 24 (91) 32.7 (2.3) 17 (64.4) 16.4 (1.1) 5.5mx 5.5m (30.1m2) 16 X 16 (256 sq. ft,) 18 (68.2) 18.4 (1 .3) 13 (49.3) 9.6 (0.7) 4.9m X 4.9m (23.(JmZ-) 14 X 14 (196 sq. ft.) 18 (68.2) 18.4 (1.3) 13 (49.3) 9.6 (0.7) 4.3m X 4.3m (18.2rrfl) 12 X 12 (144sq. ft.) 18 (68.2) 18.4 (1.3) 13 (49.3) 9.6(0.7) 3.lm x 3.7m (13.4m2) Caution: Minimum spacing between sprinkler• Is 8' tu mJ. 1'31astallation The Central Model ROC Residential Optima TM Concealed Sprinkler must be installed in_ conformance with current NFPA 13, NFPA 130 and NFPA 13R Standards. Deviations from these requirements and stan- dards, or any alteration to the sprin- kler assembly itself will void any warranty made by Central Sprinkler Company. In addition, installation must also meet local govemment provisions, codes and standards, as applicable. The system piping must be prop- erly sized to ensure the minimum required flow rate at the sprinkler. Check for the proper model, style, orifice size and temperature rating prior to installation. Install sprinklers after the piping is in place to avoid mechanical damage; replace any damaged units. Wet pipe systems must be protected from freezing. Upon completion of the installation, the system must be tested per recognized standards. In the event of a thread leak, remove the unit, apply new pipe joint compound or tape, and reinstall. Installation Sequence Step 1. The unit must be installed in the pendent position. Step 2. The face of the sprinkler fitting should be installed a nominal 211 ±¼" (50.8mm ± 6.4mm) behind the finished ceiling line. Adjustments, to compensate for variations in fitting face to ceiling height, may be made by threading the cover plate retainer in and out of the unit's support cup. Step 3. Use only a non-hardening pipe joint compound, or Teflon* tape. Apply only to the male threads. Step 4. Hand tighten the sprinkler into the fitting. Avoid making contact with the deflector when using the Central Sprinkler Optima™ Con- cealed Wrench to tighten the unit into the fitting. The wrench is designed to mate with the body's wrench bosses. inside the threaded support cup. A leak tight joint requires · a· only 7 to 14 ft. lbs. (9.5 to 19.0 Nm) of torque. Torque levels greater than 21 ft. lbs. (28.6 NJ may distort the orifice seal, resulting in leakage. *Teflon is a trademark of the DuPont Corp. 3 ELOC/ROC wrench Part #1285 Step 5. After initial installation and before the cover plate is installed, cover the sprinkler with the special plastic protective cap. The cap is specially designed to not only protect the sprinkler, but allow the ceiling installers to locate the sprinkler by pressing the ceiling board up against it. The end of the cap has a special tip, therefore leaving an impression in the ceiling board for the location of the sprinkler. Care should be taken to only press the ceiling "tightly against the cap as excessive pressure will damage the sprinkler. This cap must be removed for the sprinkler to function correctly. Step 6. To install the ceiling cover plate, manually thread the cover retainer into the support cup. Con- tinue threading until the cover retainer's flange rests against the surface of the ceiling. Caution: Special care must be taken when installing with a CPVC system. Sprinklers must be installed after the manufacturer's recommended setting time for the primer and cement to ensure that neither accumulate within the sprinkler. Special care must be taken when installing with a copper system . Sprinklers must be installed only after the inside of the sprinkler drop and associated fittings have been wire brushed to remove any flux. Residual flux can cause corros~on and in extreme cases can impair proper sprinkler operation. , Figure 1 Residential OptimaTM Concealed Pendent (Non-Activated) \ \ \ \ \ 2 1/2" ±1 i8" I I I I I 1" X 1/2" (25 mm x 15 mm) Reducing Coupling .-----+-•-(63.5 mm± 3.2 mm)i--+-, --•-- 1 \ Hole Diameter t, I _·· _-_:::-_:::-..::::.:::::.::::.::::=== \ I I I ,- 1 3/811 (9.5 mm) (ref.) I L-·-· I .:::-..::::..::::..::::..::::..::::..::::..::::..::::..::::.::: I -::::======..:::-..:::-..:::-_--:._ ---...J fr----- -·--7 Face of Reducing Coupling _t 1 ! <O I ..... !::: co ~ (0 ;;; ~ I ..... +1 _o _o 71 E NE co 0 ~ '--lllll!lr-----i ~ ··----------···---------------- .--------·----3 1/4" (82.6 mm) Diameter-----t- 3/16" (4.8 mm) Figure 2 Residential Optima™ Concealed Pendent (Activated) I 1" X 1/2" 1 / {25 mm x 15 mm) \ 2 112w ±1/B" /~cing Coupling •·----~---(63.5 mm± 3.2 mm)l----+'--• 11 Hole Diameter 1, I \ I I I t 3/8" (9.5 mm) (ref.) I I .:..:_:.::_=:_=_~=-= -= _= ~=. ----.J . Face ol Reducing Coupling + b __ i iT~ I' J! ,I II i'. ii JI Jj rt;~~-------.J...::i 2 I 2" ±1/4" (50.8 mm ± 6.4 mm) lfflJlcare& UMaintenance Sprinklers must be handled carefully. They must not be transported or stored where ambient temperature may exceed 1 Q0°F/38°C. For best results, store them in a dry, cool location in the original shipping package. Do not install sprinklers that have been dropped or visibly damaged. Sprinklers must never be painted, coated, plated or altered In any other way from manufac- tured condition or they may not function properly. Any sprinklers altered in such manner must be replaced. The owner is responsible for the proper operating condition of all fire protection devices and accessories. The NFPA standard 25 entitled, "Inspection, Testing and Maintenance of Water-Based Fire Protection Systems" contains guidelines and minimum maintenance requirements. Furthermore, the local Authority Having Jurisdiction may have additional regula- tions and requirements for maintenance, testing, and inspection that must be obeyed. It is advisable to have sprinkler systems inspected regularly by a qualified inspec- tion service. Length of time between such inspections can vary due to accessi- bility, ambient atmosphere, water supply, and site activity. Do not attempt to reassemble or otherwise reuse a sprinkler that has operated. Replace any sprinkler exhibit- ing corrosion or damage; always use new sprinklers of the same orifice, style, and temperature rating as replacements. Because the discharge pattern is critical to protection of life and property, nothing should be hung or attached to the sprinkler unit that would disrupt the pattern. Such obstructions must be removed. In the event that construction has altered the original configuration, additional sprinklers should be installed to ©1998 Central Sprinkler Company Printed in U.S.A. maintain the protection level. Do not attempt to replace sprinklers without first removing the fire protection system from service. Be ~~rtain t~ secure permission from all authontIes having jurisdiction, and notify all personnel who may be affected during system shut~own. A fire watch during maintenance periods is a recommended precaution. To remove the system from service mode. first refer to the system operating guide and valve instruction. Drain water and relieve pressure in the pipes. Remove the existing unit and install the replacement, using only the recom- mended sprinkler wrench. Be certain to match model, style, orifice, and tempera- ture rating. A fire protection system that has been shut off after an activation should be repaired and returned to service immedi· ately. Inspect the entire system for damage and replace or repair as neces- sary. Sprinklers that did not operate but were subjected to corrosive elements of combustion or excessive temperatures should be inspected, and replaced if need be. The Authority Having Jurisdiction will detail minimum replacement requirements and regulations. Guarantee: Central Sprinkler Com- pany will repair and/or replace any products found to be defective in material or workmanship wlthin a period of one year from the date of shipment. Please refer to the current Price List for further details of the warranty. CENTRAL Central Sprinkler Company 451 North Cannon Avenue, Lansdale, PA 19446 PHONE (215} 362-0700 FAX (215) 362·5385 nordering 1±11 Information Ordering Information: When placing an order, indicate the full product name. Please specify the quantity, model, style, orifice size, temperature rating, sprinkler finish, cover plate finish, and sprinkler wrench. For special painted cover plate finishes, the customer must supply a quick-drying paint, preferably in a lacquer-base finish to insure proper color duplication. Witho!Jt such a guide, Central Sprinkler Company cannot be responsible for acceptable color matching. All custom painting of the cover plate must be completed at the factory. Avallablllty and Service: Central sprinklers, valves, accessories and other products are available throughout the U.S. and Canada, and internationally, through a network of Central Sprinkler distribution centers. You may write directly to Central Sprinkler Company, or call 215-362-0700 for the distributor nearest you. Patents: The AOC OptimarM sprin- klers are protected under U.S. Patent #4,9761320. Additional patents are pending. Conversion Table: 1 inch = 25.400 mm 1 foot = 0.3048 m 1 pound = 0.4536 kg 1 foot pound = 1.36 Nm 1 psi = 6.895 kpa = 0.0689 bar = 0.0703 kg/cm2 1 U.S. gallon = 3.785 dm3 = 3.785 liters Conversions are approximate. OPTIMA rM is a registered trademark of Cenua/SprinklerCompan~ ROC.3 APPLICA TIGIS Specifically designed for 1he tollowinQ uses: • Water circulation • Booster service • liquid transfer • Spraying systerns • Jockey pump smice • General purpose pu mping SPECIFICATIONS Pump • Capacities : to 50 GPM . • Pressures: to 94 PSI (217 fee1). • Pipe connections: ,n suction 1 • discnarge. • Temperatures: to 180°F (82~c) max. • Maximum working pressure~ 125 PSI. . • Ro1ation: right hand, 1e; clockwise when viewed from mo1or end. Motor • NEMA standard 14 -2 HP, 115/230 V, 60 Hz. • Sinote phase. • 3500 ~PM. • Bu!lt-1r. overload with automatic reset • Capacitor type. • Staintess steei shatt FHTUMS ■ Multi-11111 Oesi1n: Provices steadv, quiet and v1b ration·1ree cperation tor years of troubie-free service. ■ tmpeUers: 20% gtass- f ii led thermoplastic precision molded for high etticiericies. ■ Com,1ct D11ign: Close- coupted, space sa~;ng design provides eas~ installation. Flexible coupling and bedplate not r1Quired. ■ Mounllng: Can be mounted in vertical or horizontal oosition Goujds Multi-Stage Centrifugal Pump MODEL HSC ■ Stainless Steel Pump ~aft: Hex design provides positive drive for impellers and eliminates clearance adjustments. ■ Corrosion A11illant: Stainless steel wear rings and coverplates . Electro- coateo paint process applied ins:de and out and then baked on. ■ O·rlnas: Throughout for poslttve sea:lng. ■ EHV 10 Service: Can be taker. apart for service by removing 1oor bolts. ■ Meter: Close coupled design. Sall bear:ngs carry all raoial/ax,at thrust loaes. oestgned for continuous operation . All ratings are within working limits of the motor. HP .... Staoet ¾ HSC07 2 1 HSC10 2 1~ HSC15 2 2 HSacJ 3 g - -- COMPO.Ill 1t1mNo, Dlwlpl• 1 MeehlnlCII seal 2 Corrosion rtslscant irnJ>fltn1 3 Rugged cast iron construction ' Electro<Olt paint 5 Stttnless steel !'ltxshlft 6 Staimess steel wear rines 1 Slmlm ,_, i;owrplatH 8 0-ring seals i Impeller belt and washer P .1 j DIMENIID■ AID WIIIIIII Model "' LHltfl Wtdttt Hellll HSC07 :y. 15 ' • 9 HSCIO ' 18 • 9 HSC15 t~ 17 ! ' 9 HSC20 2 19 I 8 ' (All dimtnlion1 art In i1clln and W119ftt in ll»s. Do not use tor construction oufl)Olltt.) PERFOIIMAICI CIIIVI METERS FEET Goulds Multl-stage Centrlfugal Pump MOU LL HSC Wt.( ... ) 53 51 72 71 ~ 240--------,---..---------------------"""I 70 60 20 10 ; I I TO CONVERT FEET OF WAltR TO PSI - DMCE PUT BY 2.31 =~_..,__...,___.., __ ....,___..,_.,.__.,_....,___.,_ ....... ....,._.....,.--..~-1 ! l O· 0 , ...• __ .., ____ .1,_ _____ ..._ _____ __.._ 10 20 '2 4 6 30 4'0 8 CAPACITY 10 ______________ _._ .. _; 50 60 U.S.GPM 12 14 16 m1/lw Sli'EClfSICATtONS ARI SIJtJICT TO CHANQI WITHOUT NO'nCf. PRINTEO IN U.S.A P.2