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225 HEMLOCK AV; ; FPR2016-0012; Permit
PERMIT REPORT (btY of Carlsbad Print Date: 10/14/2021 Job Address: 225 HEMLOCK AV, CARLSBAD, CA Permit Type: FIRE-Construction Residential Work Class: Parcel #: 2042700401 Track 4*: Valuation: $441,120.00 Lot 4*: Occupancy Group: Project 4*: #of Dwelling Units: Plan 4*: Bedrooms: Construction Type: Bathrooms: Orig. Plan Check 4*: Plan Check 4*: Permit No: FPR2016-0012 Status: Closed - Finaled Single Family Fire Sprinklu Applied: 11/23/2016 Issued: 12/07/2016 DEV15014 Finaled Close Out: 10/14/2021 Inspector: Final Inspection: Project Title: GARFIELD CUSTOM BEACH HOMES Description: GARFIELD CUSTOM BEACH HOME -RESIDENTIAL FIRE SPRINKLER 235 HEMLOCK REVIEW ON SAME PLANS FPContractor: RESIDENTIAL FIRE SYSTEMS INC-INACTIVE 8085 E. CRYSTAL DR ANAHEIM, CA 92807 (714) 666-8450 FEE AMOUNT FIRE NFPA 13D Single Family System (Insp/Bldg) $121.00 FIRE NFPA 13D Single Family System (Plan Review) $239.00 Total Fees: $360.00 Total Payments To Date: $360.00 Balance Due: $0.00 Fire Department Page 1 of 1 1635 Faraday Avenue, Carlsbad CA 92008-7314 1 760-602-4665 1760-602-8561 f I www.carlsbadca.gov RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE .pQ f) Oil - I I I' I'' ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR CARLSBAD CUSTOM BEACH HOMES CARLSBAD, CA 225 HEMLOCK AVE. (HOUSE 1) BEDROOM 4 2HD CALC (16X16) Date: 11/19/2016 File No: 10337 Data File Name: House 1-(2HD) .rdf SPRINKLER SPACING, 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.84 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D. Static: 82.7 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.0 30 18.0 82.7 44.6 2 13.0 7.0 30 31.5 82.7 62.6 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *5}j FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) ----------------------------------* ---------------------* 1 1 1 10.00 BX -----4.0 SRCE 18.0 2.60 44.6 ---- 31.5 7.36 62.6 150 2 0.995 18.5 -------- ---- ---- 0.09 0.87 41.1 ---- 0.26 0.87 54.4 2 2 1.00 -4.0 -2.0 ---- ---- 18.0 0.09 41.1 ---- 31.5 0.26 54.4 150 3 0.995 0.0 ---- ---- ---- ---- 0.09 0.00 37.0 ---- 0.26 0.00 50.1 3 3 5.33 -------- ---- ---- 18.0 0.05 37.0 ---- 31.5 0.14 50.1 150 4 1.598 0.0 -------- ---- ---- 0.01 0.00 37.0 ---- 0.03 0.00 50.0 4 4 1.00 -5.0 -2.0 ---- ---- 18.0 0.01 37.0 ---- 31.5 0.03 50.0 150 5 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 32.0 ---- 0.03 0.00 45.0 5 5 26.25 4EBS ---- ---- ---- ---- 18.0 0.51 32.0 ---- 31.5 1.45 45.0 150 6 1.598 30.0 ---- ---- ---- ---- 0.01 0.00 31.5 ---- 0.03 0.00 43.5 6 6 6.00 L ---- ---- ---- ---- 18.0 0.12 31.5 ---- 31.5 0.34 43.5 150 7 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 29.6 5 0.03 1.73 41.5 7 7 2.00 2R ---- 2.0 -5 5 13.0 0.12 29.6 5 26.5 0.46 41.5 150 8 1.101 2.0 ---- 8.0 ---- ---- 0.03 2.60 26.9 ---- 0.11 2.60 38.4 8 8 2.00 ---- 8.0 ---- ---- 13.0 0.06 26.9 ---- 26.5 0.23 38.4 150 9 1.101 0.0 ---- 10.0 ---- ---- 0.03 0.87 26.0 ---- 0.11 0.87 37.3 9 9 0.80 L ---- 10.0 ---- ---- 13.0 0.74 26.0 ---- 26.5 2.76 37.3 150 10 0.874 7.0 ---- 10.0 ---- ---- 0.09 0.00 25.2 ---- 0.35 0.00 34.6 10 10 2.60 2B ---- 10.0 ---- ---- 5.4 0.16 25.2 ---- 11.0 0.60 34.6 150 11 0.874 6.0 ---- 10.0 ---- ---- 0.02 0.00 25.1 ---- 0.07 0.00 34.0 11 10 14.90 2E2B2R ---- 10.0 ---- ---- 7.6 0.87 25.2 ---- 15.5 3.27 34.6 150 12 0.874 10.0 ---- 10.0 ---- ---- 0.04 0.00 24.4 ---- 0.13 0.00 31.3 12 12 1.30 R ---- 10.0 ---- ---- 4.8 0.03 24.4 ---- 9.7 0.13 31.3 150 13 0.874 1.0 ---- 10.0 ---- ---- 0.01 0.00 24.3 ---- 0.06 0.00 31.2 13 13 0.50 B ---- 10.0 ---- ---- 4.8 0.05 24.3 ---- 9.7 0.19 31.2 150 14 0.874 3.0 ---- 10.0 ---- ---- 0.01 0.00 24.3 ---- 0.06 0.00 31.0 14 12 26.80 4EB2R ---- 10.0 ---- ---- 2.8 0.20 24.4 ---- 5.8 0.76 31.3 150 15 0.874 9.0 ---- 10.0 ---- ---- 0.01 0.00 24.2 ---- 0.02 0.00 30.5 15 17 18.10 2E2L2B2R ---- 20.0 ---- ---- 5.4 0.78 20.4 ---- 11.0 2.92 28.3 150 18 0.874 24.0 ---- 20.0 ---- ---- 0.02 0.00 19.6 ---- 0.07 0.00 25.4 16 18 0.50 B ---- 20.0 ---- ---- -4.8 0.05 19.6 ---- -9.7 0.19 25.4 150 19 0.874 3.0 ---- 20.0 ---- ---- - 0.01 0.00 19.7 -----0.06 0.00 25.6 17 18 3.80 R ---- 20.0 ---- ---- 10.2 0.29 19.6 ---- 20.7 1.07 25.4 150 20 0.874 1.0 ---- 20.0 ---- ---- 0.06 0.00 19.3 ---- 0.22 0.00 24.3 18 20 39.70 6E2LB7R ---- 20.0 -2.8 0.39 19.3 -5.8 1.48 24.3 150 21 0.874 30.0 ---- 20.0 ----- ---- -0.01 0.00 19.7 -----0.02 0.00 25.8 19 20 13.30 2EBR ---- 20.0 ---- ---- 13.0 1.82 19.3 ---- 26.5 6.82 24.3 150 22 0.874 6.0 ---- 20.0 ---- ---- 0.09 0.00 17.5 ---- 0.35 0.00 17.5 20 22 7.70 B ---- 20.0 ---- ---- 13.0 1.01 17.5 ---- 13.0 1.01 17.5 150 23 0.874 3.0 ---- 20.0 ---- ---- 0.09 0.00 16.5 ---- 0.09 0.00 16.5 21 23 0.50 B ---- 20.0 ---- ---- 0.0 0.00 16.5 ---- 0.0 0.00 16.5 150 24 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 16.5 ---- 0.00 0.00 16.5 22 23 4.10 L ---- 20.0 ---- ---- 13.0 1.05 16.5 ---- 13.0 1.05 16.5 150 25 0.874 7.0 ---- 20.0 ---- ---- 0.09 0.00 15.4 ---- 0.09 0.00 15.4 23 22 6.20 L ---- 20.0 ---- ---- 0.0 0.00 17.5 ---- 13.5 1.34 17.5 150 26 0.874 7.0 ---- 20.0 ---- ---- 0.00 0.00 17.5 ---- 0.10 0.00 16.2 24 29 3.10 3L ---- 30.0 ---- ---- 13.0 2.27 9.3 ---- 13.0 2.27 9.3 150 30 0.874 21.0 ---- 30.0 4.90 13.0 0.09 0.00 7.0 13.0 0.09 0.00 7.0 25 27 8.20 2L ---- 30.0 ---- ---- 0.0 0.00 13.2 ---- 13.5 2.26 9.9 150 28 0.874 14.0 ---- 30.0 4.90 ---- 0.00 0.00 13.2 13.5 0.10 0.00 7.6 26 11 10.00 2EL ---- 10.0 ---- ---- 5.4 0.35 25.1 ---- 11.0 1.32 34.0 150 17 0.874 9.0 ---- 20.0 ---- ---- 0.02 4.33 20.4 ---- 0.07 4.33 28.3 27 14 10.00 2EL ---- 10.0 ---- ---- 4.8 0.28 24.3 ---- 9.7 1.05 31.0 150 19 0.874 9.0 ---- 20.0 ---- ---- 0.01 4.33 19.7 ---- 0.06 4.33 25.6 28 15 10.00 2EL ---- 10.0 ---- ---- 2.8 0.11 24.2 ---- 5.8 0.40 30.5 150 21 0.874 9.0 ---- 20.0 ---- ---- 0.01 4.33 19.7 ---- 0.02 4.33 25.8 29 25 10.00 2EL ---- 20.0 ---- ---- 13.0 1.79 15.4 ---- 13.0 1.79 15.4 150 29 0.874 9.0 ---- 30.0 ---- ---- 0.09 4.33 9.3 ---- 0.09 4.33 9.3 30 26 10.00 2EL---- 20.0 ----- ---- -0.0 0.00 17;5 13.5 1.93 16.2 150 27 0.874 9.0 ---- 30.0 ---- ---- 0.00 4.33 13.2 ---- 0.10 4.33 9.9 31 26 10.00 2EL ---- 20.0 ---- ---- 0.0 0.00 17.5 ---- 0.0 0.00 16.2 150 16 0.874 9.0 ---- 10.0 ---- ---- 0.00 4.33 21.8 ---- 0.00 4.33 20.5 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 9 at 14.19 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X ..Y 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K. MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.6.0 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.13 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.05 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 62.6 psi and a 7 minute flow of 221 gal. and a 10 minute flow of 315.3 gallons. The minimum pressure at any node is 7.0 psi at node 30. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 82.6 psi and a 7 minute flow of 266 gal. and a 10 minute flow of 380.0 gallons. The minimum pressure at any node is 11.1 psi at node 30. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) .659-9760 WATER SUPPLY CURVE 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 82.7 psi (fixed pressure) (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 82.7 psi 8 18.0 gpm 82.7 psi 8 31.5 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR CARLSBAD CUSTOM BEACH HOMES CARLSBAD, CA 225 HEMLOCK AVE. (HOUSE 1) W.I.C. lHD CALC (18X18) Date: 11/19/2016 File No: 10337 Data File Name: House 1-(1HD).rdf SPRINKLER SPACING 324.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 18.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 9.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (18x18) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.84 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D. Static: 82.7 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 17.0 12.0 24 22.0 82.7 . 45.7 1 17.0 12.0 24 22.0 82.7 45.6 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing *1 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT FE (PSI)*(GPM) FL/FT PE (PSI) 1 1 10.00 BX ---- -4.0 SRCE 22.0 3.79 45.7 ---- 22.0 3.77 45.6 150 2 0.995 18.5 ---- ---- ---- ---- 0.13 0.87 41.0 ---- 0.13 0.87 41.0 2 2 1.00 -4.0 -2.0 ---- ---- 22.0 0.13 41.0 ---- 22.0 0.13 41.0 150 3 0.995 0.0 ---- ---- ---- ---- 0.13 0.00 36.9 ---- 0.13 0.00 36.9 3 3 5.33 ---- ---- ---- ---- 22.0 0.07 36.9 ---- 22.0 0.07 36.9 150 4 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 36.8 ---- 0.01 0.00 36.8 4 4 1.00 -5.0 -2.0 ---- ---- 22.0 0.01 36.8 ---- 22.0 0.01 36.8 150 5 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 31.8 ---- 0.01 0.00 31.8 5 5 26.25 4EBS -------- ---- ---- 22.0 0.74 31.8 ---- 22.0 0.74 31.8 150 6 1.598 30.0 -------- ---- ---- 0.01 0.00 31.0 ---- 0.01 0.00 31.0 6 6 6.00 L ---- ---- ---- ---- 22.0 0.18 31.0 ---- 22.0 0.18 31.0 150 7 1.505 4.0 ---- 2.0 -5 5 0.02 1.73 29.1 5 0.02 1.73 29.1 7 7 2.00 2R ---- 2.0 -5 5 17.0 0.20 29.1 5 17.0 0.20 29.1 150 8 1.101 2.0 ---- 8.0 ---- ---- 0.05 .2.60 26.3 ---- 0.05 2.60 26.3 8 8 2.00 ---- 8.0 ---- ---- 17.0 0.10 26.3 ---- 17.0 0.10 26.3 150 9 1.101 0.0 ---- 10.0 ---- ---- 0.05 0.87 25.4 ---- 0.05 0.87 25.4 9 9 0.80 L ---- 10.0 ---- ---- 17.0 1.21 25.4 ---- 17.0 1.21 25.4 150 10 0.874 7.0 ---- 10.0 ---- ---- 0.16 0.00 24.2 ---- 0.16 0.00 24.2 10 10 2.60 2B ---- 10.0 ---- ---- 7.0 0.26 24.2 ---- 7.0 0.26 24.2 150 11 0.874 6.0 ---- 10.0 ---- ---- 0.03 0.00 23.9 ---- 0.03 0.00 23.9 11 10 14.90 2E2B2R ---- 10.0 ---- ---- 10.0 1.43 24.2 ---- 10.0 1.43 24.2 150 12 0.874 10.0 ---- 10.0 ---- ---- 0.06 0.00 22.7 ---- 0.06 0.00 22.7 12 12 1.30 R ---- 10.0 ---- ---- 6.2 0.06 22.7 ---- 6.2 0.06 22.7 150 13 0.874 1.0 ---- 10.0 ---- ---- 0.02 0.00 22.7 ---- 0.02 0.00 22.7 13 13 0.50 B ---- 10.0 ---- ---- 6.2 0.08 22.7 ---- 6.2 0.08 22.7 150 14 0.874 3.0 ---- 10.0 ---- ---- 0.02 0.00 22.6 ---- 0.02 0.00 22.6 14 12 26.80 4EB2R ---- 10.0 ------- 3.7 0.33 22.7 ---- 3.7 0.33 22.7 150 15 0.874 9.0 ---- 10.0 ---- ---- 0.01 0.00 22.4 ---- 0.01 0.00 22.4 15 17 18.10 252L252R ---- 20.0 ---- ---- 7.0 1.28 19.0 ---- 7.0 1.28 19.0 150 18 0.874 24.0 ---- 20.0 ---- ---- 0.03 0.00 17.7 ---- 0.03 0.00 17.7 16 18 0.50 B ---- 20.0 ---- ---- -6.2 0.08 17.7 -----6.2 0.08 17.7 150 19 0.874 3.0 ---- 20.0 ---- ---- - 0.02 0.00 17.8 ---- -0.02 0.00 17.8 17 18 3.80 R ---- 20.0 ---- ---- 13.3 0.47 17.7 ---- 13.3 0.47 17.7 150 20 0.874 1.0 ---- 20.0 ---- ---- 0.10 0.00 17.2 ---- 0.10 0.00 17.2 18 20 39.70 6E2LB7R ---- 20.0 -3.7 0.65 17.2 -3.7 0.65 17.2 150 21 0.874 30.0 ---- 20.0 ---- ----- -0.01 0.00 17.9 -----0.01 0.00 17.9 19 20 13.30 2EBR ---- 20.0 ---- ---- 17.0 2.99 17.2 ---- 17.0 2.99 17.2 150 22 0.874 6.0 ---- 20.0 ---- ---- 0.16 0.00 14.2 ---- 0.16 0.00 14.2 20 22 7.70 B ---- 20.0 ---- ---- 17.0 1.66 14.2 ---- 17.0 1.66 14.2 150 23 0.874 3.0 ---- 20.0 ---- ---- 0.16 '0.00 12.6 ---- 0.16 0.00 12.6 21 23 0.50 B ---- 20.0 ---- ---- 17.0 0.54 12.6 ---- 17.0 0.54 12.6 150 24 0.874 3.0 ---- 20.0 4.90 17.0 0.16 0.00 12.0 17.0 0.16 0.00 12.0 22 23 4.10 L ---- 20.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 12.6 150 25 0.874 7.0 ---- 20.0 ---- ---- 0.00 0.00 12.6 ---- 0.00 0.00 12.6 23 22 6.20 L ---- 20.0 ---- ---- 0.0 0.00 14.2 ---- 0.0 0.00 14.2 150 26 0.874 7.0 ---- 20.0 ---- ---- 0.00 0.00 14.2 ---- 0.00 0.00 14.2 24 29 3.10 3L 30.0 ---- ---- 0.0 0;00 8.2 ---- 0.0 0.00 8.2 150 30 0.874 21.0 ---- 30.0 ---- ---- 0.00 0.00 8.2 ---- 0.00 0.00 8.2 25 27 8.20 2L ---- 30.0 ---- ---- 0.0 0.00 9.9 ---- 0.0 0.00 9.9 150 28 0.874 14.0 ---- 30.0 ---- ---- 0.00 0.00 9.9 ---- 0.00 0.00 9.9 26 11 10.00 2EL ---- 10.0 ---- ---- 7.0 0.58 23.9 ---- 7.0 0.58 23.9 150 17 0.874 9.0 ---- 20.0 ---- ---- 0.03 4.33 19.0 ---- 0.03 4.33 19.0 27 14 10.00 2EL ---- 10.0 ---- ---- 6.2 0.46 22.6 ---- 6.2 0.46 22.6 150 19 0.874 9.0 ---- 20.0 ---- ---- 0.02 4.33 17.8 ---- 0.02 4.33 17.8 28 15 10.00 2EL ---- 10.0 ---- ---- 3.7 0.18 22.4 ---- 3.7 0.18 22..4 150 21 0.874 9.0 ---- 20.0 ---- ---- 0.01 4.33 17.9 ---- 0.01 4.33 17.9 29 25 10.00 2EL ---- 20.0 ---- ---- 0.0 0.00 12.6 ---- 0.0 0.00 12.6 150 29 0.874 9.0 ---- 30.0 ---- ---- 0.00 4.33 8.2 ---- 0.00 4.33 8.2 30 26 10.00-- 2EL ---- 20.0 ---- ---- -0.0 0.00 142 ---- ' 0.0' 0.00 14.2 ---' ......- 150 27 0.874 9.0 ---- 30.0 ---- ---- 0.00 4.33 9.9 ---- 0.00 4.33 9.9 31 26 10.00 2EL ---- 20.0 ---- ---- 0.0 0.00 14.2 ---- 0.0 0.00 14.2 150 16 0.874 9.0 ---- 10.0 ---- ---- 0.00 4.33 18.6 ---- 0.00 4.33 18.6 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: - E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 20 at 9.09 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 20 at 9.09 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X ..Y 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Ell 90 Ell TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.6.0 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.02 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.14 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 45.6 psi and a 7 minute flow of 154 gal. and a 10 minute flow of 220.0 gallons. The minimum pressure at any node is 8.2 psi at node 29. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 82.6 psi and a 7 minute flow of 224 gal. and a 10 minute flow of 320.0 gallons. The minimum pressure at any node is 27.9 psi at node 29. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE - 81.0 P 72.0 R E 63.0 S S 54.0 U R 45.0 E 36.0 P 27.0 S I 18.0 Oul 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 82.7 psi (fixed pressure) (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 82.7 psi @22.ogpm 82.7 psi @22.ogpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR CARLSBAD CUSTOM BEACH HOMES CARLSBAD, CA 235 HEMLOCK AVE. (HOUSE 2) BEDROOM 5 1HD CALC (18X18) Date: 11/19/2016 File No: 10337 Data File Name: House 2-(1HD).rdf SPRINKLER SPACING 324.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 18.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 9.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (18x18) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.84 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D. - - ..............- Static: 82.7 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req!d Flowing Flow (psi) No. Flow Press. Press. 1 17.0 12.0 24 22.0 82.7 57.3 1 17.0 12.0 24 22.0 82.7 57.3 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing *1 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 10.00 BX ---- -4.0 SRCE 22.0 3.77 57.3 ---- 22.0 3.78 57.3 150 2 0.995 18.5 ---- ---- ---- ---- 0.13 0.87 52.6 ---- 0.13 0.87 52.6 2 2 1.00 -4.0 -2.0 ---- ---- 22.0 0.13 52.6 ---- 22.0 0.13 52.6 150 3 0.995 0.0 ---- ---- ---- ---- 0.13 0.00 48.5 ---- 0.13 0.00 48.5 3 3 5.33 ---- ---- ---- ---- 22.0 0.07 48.5 ---- 22.0 0.07 48.5 150 4 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 48.4 ---- 0.01 0.00 48.4 4 4 1.00 -5.0 -2.0 ---- ---- 22.0 0.01 48.4 ---- 22.0 0.01 48.4 150 5 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 43.4 ---- 0.01 0.00 43.4 5 5 26.25 4EBS ---- ---- ---- ---- 22.0 0.74 43.4 ---- 22.0 0.74 43.4 150 6 1.598 30.0 ---- ---- ---- ---- 0.01 0.00 42.7 ---- 0.01 0.00 42.7 6 6 6.00 L ---- ---- ---- ---- 22.0 0.18 42.7 ---- 22.0 0.18 42.7 150 7 1.505 4.0 ---- 2.0 -5 5 0.02 1.73 40.8 5 0.02 1.73 40.8 7 7 2.00 2R ---- 2.0 -5 5 17.0 0.20 40.8 5 17.0 0.20 40.8 150 8 1.101 2.0 ---- 8.0 ---- ---- 0.05 2.60 38.0 ---- 0.05 2.60 38.0 8 8 2.00 ---- 8.0 ---- ---- 17.0 0.10 38.0 ---- 17.0 0.10 38.0 150 9 1.101 0.0 ---- 10.0 ---- ---- 0.05 0.87 37.0 ---- 0.05 0.87 37.0 9 9 7.20 2LBR ---- 10.0 ---- ---- 17.0 1.37 37.0 ---- 17.0 1.37 37.0 150 10 1.101 20.0 ---- 10.0 ---- ---- 0.05 0.00 35.6 ---- 0.05 0.00 35.6 10 10 19.50 2EB2R ---- 10.0 ---- ---- 7.9 0.99 35.6 ---- 7.9 0.99 35.6 150 11 0.874 7.0 ---- 10.0 ---- ---- 0.04 0.00 34.6 ---- 0.04 0.00 34.6 11 10 31.30 4E2B3R ---- 10.0 ---- ---- 9.1 2.17 35.6 ---- 9.1 2.17 35.6 150 12 0.874 13.0 ---- 10.0 ---- ---- 0.05 0.00 33.5 ---- 0.05 0.00 33.5 12 12 0.50 B ---- 10.0 ---- ---- 9.1 0.17 33.5 ---- 9.1 0.17 33.5 150 13 0.874 3.0 ---- 10.0 ---- ---- 0.05 0.00 33.3 ---- 0.05 0.00 33.3 13 12 16.30 2EL2R ---- 10.0 ---- ---- 0.0 0.00 33.5 ---- 0.0 0.00 33.5 150 14 0.874 11.0 ---- 10.0 ---- ---- 0.00 0.00 33.5 ---- 0.00 0.00 33.5 14 15 45.70 6EL3B5R ---- 20.0 ---- ---- 7.9 2.71 29.7 ---- 7.9 2.71 29.7 150 16 0.874 27.0 ---- 20.0 ---- ---- 0.04 0.00 27.0 ---- 0.04 0.00 27.0 15 16 5.80 LB2R ---- 20.0 ---- ---- -9.1 0.87 27.0 -----9.1 0.87 27.0 150 17 0.874 12.0 ---- 20.0 ---- ---- - 0.05 0.00 27.8 -----0.05 0.00 27.8 16 17 0.50 B ---- 20.0 ---- ---- 0.0 0.00 27.8 ---- 0.0 0.00 27.8 150 18 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 27.8 ---- 0.00 0.00 27.8 17 17 0.80 B ---- 20.0 ---- ---- -9.1 0.19 27.8 -----9.1 0.19 27.8 150 19 0.874 3.0 ---- 20.0 ---- ---- - 0.05 0.00 28.0 ---- -0.05 0.00 28.0 - 18 16 19.50 2E2LR ---- 20.0 - 17.0 5.66 27.0 ---- 17.0 5.66 27.0 150 20 0.874 17.0 ---- 20.0 ----- ---- 0.16 0.00 21.3 ---- 0.16 0.00 21.3 19 21 5.70 2LB ---- 20.0 ---- ---- 0.0 0.00 29.1 ---- 0.0 0.00 29.1 150 22 0.874 17.0 ---- 20.0 ---- ---- 0.00 0.00 29.1 ---- 0.00 0.00 29.1 20 23 5.80 L ---- 30.0 ---- ---- 17.0 1.98 14.0 ---- 17.0 1.98 14.0 150 24 0.874 7.0 ---- 30.0 4.90 17.0 0.16 0.00 12.0 17.0 0.16 0.00 12.0 21 25 6.20 2EL ---- 30.0 ---- ---- 0.0 0.00 24.8 ---- 0.0 0.00 24.8 150 26 0.874 9.0 ---- 30.0 ---- ---- 0.00 0.00 24.8 ---- 0.00 0.00 24.8 22 27 10.00 2E3L ---- 30.0 ---- ---- 0.0 0.00 23.5 ---- 0.0 0.00 23.5 150 28 0.874 23.0 ---- 30.0 ---- ---- 0.00 0.00 23.5 ---- 0.00 0.00 23.5 23 11 10.00 L ---- 10.0 ---- ---- 7.9 0.63 34.6 ---- 7.9 0.63 34.6 150 15 0.874 7.0 ---- 20.0 ---- ---- 0.04 4.33 29.7 ---- 0.04 4.33 29.7 24 13 10.00 2EL ---- 10.0 ---- ---- 9.1 0.93 33.3 ---- 9.1 0.93 33.3 150 19 0.874 9.0 ---- 20.0 ---- ---- 0.05 4.33 28.0 ---- 0.05 4.33 28.0 25 14 10.00 L ---- 10.0 ---- ---- 0.0 0.00 33.5 ---- 0.0 0.00 33.5 150 21 0.874 7.0 ---- 20.0 ---- ---- 0.00 4.33 29.1 ---- 0.00 4.33 29.1 26 18 10.00 2EL ---- 20.0 ---- ---- 0.0 0.00 27.8 ---- 0.0 0.00 27.8 150 27 0.874 9.0 ---- 30.0 ---- ---- 0.00 4.33 23.5 ---- 0.00 4.33.23.5 27 22 10.00 L ---- 20.0 ---- ---- 0.0 0.00 29.1 ---- 0.0 0.00 29.1 150 25 0.874 7.0 ---- 30.0 ---- ---- 0.00 4.33 24.8 ---- 0.00 4.33 24.8 28 20 10.00 2EL ---- 20.0 ---- ---- 17.0 2.95 21.3 ---- 17.0 2.95 21.3 150 23 0.874 9.0 ---- 30.0 ---- ---- 0.16 4.33 14.0 ---- 0.16 4.33 14.0 Node Notes Pipe Notes Legend: ............. P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Eli, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z The maximum velocity of water flow occurs in pipe 28 at 9.09 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 28 at 9.09 ft/s with 1 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X ..Y 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.6.0 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.18 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.07 gpm with 1 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 57.3 psi and a 7 minute flow of 154 gal. and a 10 minute flow of 220.0 gallons. The -minimum pressure at any node is 12.0 psi at node 24. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 82.7 psi and a 7 minute flow of 196 gal. and a 10 minute flow of 280.0 gallons. The minimum pressure at any node is 22.1 psi at node 24. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE Ewe 81.0 P - 72.0 R E 63.0 S S 54 .0 U R 45.0 E 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 82.7 psi (fixed pressure) (1 sprinkler flowing) (1 sprinklers flowing) A = Available Water Supply C = Available Water Supply 82.7 psi 8 22.0 gpm 82.7 psi 8 22.0 gpm RESIDENTIAL FIRE SYSTEMS, INC. 8085 E. CRYSTAL DRIVE ANAHEIM,CA 92807 RESIDENTIAL SPRINKLER SYSTEM HYDRAULICS CALCULATION REPORT FOR CARLSBAD CUSTOM BEACH HOMES CARLSBAD, CA 235 HEMLOCK AVE. (HOUSE 2) FLEX SPACE 2HD CALC (16X16) Date: 11/19/2016 File No: 10337 Data File Name: House 2-(2HD) .rdf SPRINKLER SPACING 256.0 sq. ft./spklr. (max) Max. Dist. Bet. Spklrs: 16.0 ft. Min. Dist. Bet. Spklrs: 8.0 Max. Dist. Spklr. to Wall: 8.0 ft. SPRINKLER SPECIFICATIONS Mfr: Reliable Descr: RA0616 RFC49 Fl Conc .Pend. (16x16) K=4.90 Calculated K Factor for Arm-Overs & Drops: 1.0 ft. x 1.101 in. Drop: K=4.84 (Incl. 1 Tee) 0.0 ft. x 1.101 in. Arm-Over: K=4.82 (Incl. 1 Tee & 1 Ell) PIPE SPECIFICATIONS Type: CPVC HWC: 150 WATER SUPPLY Source: Public Test Date: 11/04/2016 By: CARLSBAD M.W.D. -: Static: 82.7 psi Resid: 20.0 psi Flow:1500.0 gpm Public Main Size: 8 in Domestic Demand: 5.0 gpm at node number 7 SPRINKLER DEMAND No.Spklrs. Min Spklr. Press. Node Total Avail. Req'd Flowing Flow (psi) No. Flow Press. Press. 1 13.0 7.0 26 18.0 82.7 46.5 2 13.0 7.0 26 32.9 82.6 62.2 REVIEWING AUTHORITY CARLSBAD FIRE DEPARTMENT - '.. RESULTS OF ANALYSIS PIPE & NODE DATA * FLOW ANALYSIS * 1 sprinkler flowing * 2 sprinklers flowing FIXD * * P # END LEN FIT. LOSS EL SP *DISCH FLOW PF PT *DISCH FLOW PF PT HWC NOD DIA EQV.LN PUMP (FT) (K) *(GPM) FL/FT PE (PSI)*(GPM) FL/FT PE (PSI) 1 1 10.00 BX -----4.0 SRCE 18.0 2.60 46.5 ---- 32.9 7.97 62.2 150 2 0.995 18.5 ---- ---- ---- ---- 0.09 0.87 43.0 ---- 0.28 0.87 53.3 2 2 1.00 -4.0 -2.0 ---- ----- 18.0 0.09. 43.0 ---- 32..9 0.28 53.3 150 3 0.995 0.0 ---- ---- ---- ---- 0.09 0.00 39.0 ---- 0.28 0.00 49.1 3 3 5.33 ---- ---- ---- ---- 18.0 0.05 39.0 ---- 32.9 0.15 49.1 150 4 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 38.9 ---- 0.03 0.00 48.9 4 4 1.00 -5.0 -2.0 ---- ---- 18.0 0.01 38.9 ---- 32.9 0.03 48.9 150 5 1.598 0.0 ---- ---- ---- ---- 0.01 0.00 33.9 ---- 0.03 0.00 43.9 5 5 26.25 4EBS ---- ---- ---- ---- 18.0 0.51 33.9 ---- 32.9 1.57 43.9 150 6 1.598 30.0 ---- ---- ---- ---- 0.01 0.00 33.4 ---- 0.03 0.00 42.3 6 6 6.00 L ---- ---- ---- ---- 18.0 0.12 33.4 ---- 32.9 0.37 42.3 150 7 1.505 4.0 ---- 2.0 -5 5 0.01 1.73 31.5 5 0.04 1.73 40.2 7 7 2.00 2R ---- 2.0 -5 5 13.0 0.12 31.5 5 27.9 0.50 40.2 150 8 1.101 2.0 ---- 8.0 ---- ---- 0.03 2.60 28.8 ---- 0.13 2.60 37.1 8 8 2.00 ---- 8.0 ---- ---- 13.0 0.06 28.8 ---- 27.9 0.25 37.1 150 9 1.101 0.0 ---- 10.0 ---- ---- 0.03 0.87 27.9 ---- 0.13 0.87 36.0 9 9 7.20 2LBR ---- 10.0 ---- ---- 13.0 0.83 27.9 ---- 27.9 3.43 36.0 150 10 1.101 20.0 ---- 10.0 ---- ---- 0.03 0.00 27.0 ---- 0.13 0.00 32.6 10 10 19.50 2EB2R ---- 10.0 ---- ---- 4.3 0.33 27.0 ---- 10.1 1.56 32.6 150 11 0.874 7.0 ---- 10.0 ---- ---- 0.01 0.00 26.7 ---- 0.06 0.00 31.0 11 10 31.30 4E2B3R ---- 10.0- ---- ---- 8.7 1.98 27.0 ---- 17.8 7.50 32.6 150 12 0.874 13.0 ---- 10.0 ---- ---- 0.04 0.00 25.1 ---- 0.17 0.00 25.1 12 12 0.50 B ---- 10.0 ---- ---- -4.3 0.04 25.1 ---- 4.8 0.05 25.1 150 13 0.874 3.0 ---- 10.0 ---- ---- - 0.01 0.00 25.1 ---- 0.02 0.00 25.0 13 12 16.30 2EL2R ---- 10.0 ---- ---- 13.0 2.58 25.1 ---- 13.0 2.58 25.1 150 14 0.874 11.0 ---- 10.0 ---- ---- 0.09 0.00 22.5 ---- 0.09 0.00 22.5 14 15 45.70 6EL3B5R ---- 20.0 ---- ---- 4.3 0.90 22.2 ---- 10.1 4.28 25.7 150 16 0.874 27.0 ---- 20.0 ---- ---- 0.01 0.00 21.3 ---- 0.06 0.00 21.4 15 16 5.80 LB2R ---- 20.0 ---- ---- 4.3 0.22 21.3 ---- 10.1 1.05 21.4 150 17 0.874 12.0 ---- 20.0 ---- ---- 0.01 0.00 21.1 ---- 0.06 0.00 20.3 16 17 0.50 B ---- 20.0 ---- ---- 0.0 0.00 21.1 ---- 14.9 0.43 20.3 150 18 0.874 3.0 ---- 20.0 ---- ---- 0.00 0.00 21.1 ---- 0.12 0.00 19.9 17 17 0.80 B ---- 20.0 ---- ---- 4.3 0.05 21.1 ---- -4.8 0.06 20.3 150 19 0.874 3.0 ---- 20.0 ---- ---- 0.01 0.00 21.0 -----0.02 0.00 20.4 18 16 19.50 2E2LR ---- 20.0 0.0 0.00 21.3 ---- 0.0 0.00 21.4 150 200.874 17.0 ---- 20.0 ---- ---- 0.00 0.00 21.3 ---- 0.00 0.00 21.4 19 21 5.70 2LB ---- 20.0 ---- ---- 13.0 2.14 16.6 ---- 13.0 2.14 16.6 150 22 0.874 17.0 ---- 20.0 ---- ---- 0.09 0.00 14.4 ---- 0.09 0.00 14.4 20 23 5.80 L ---- 30.0 ------- 0.0 0.00 16.9 ---- 0.0 0.00 17.0 150 24 0.874 7.0 ---- 30.0 ---- ---- 0.00 0.00 16.9 ---- 0.00 0.00 17.0 21 25 6.20 2EL ---- 30.0 ---- ---- 13.0 1.43 8.5 ---- 13.0 1.43 8.5 150 26 0.874 9.0 ---- 30.0 4.90 13.0 0.09 0.00 7.0 13.0 0.09 0.00 7.0 22 27 10.00 . 2E3L ---- 30.0 ---- ---- 0.0 0.00 16.7 ---- 14.9 4.01 13.3 150 28 0.874 23.0 ---- 30.0 4.90 ---- 0.00 0.00 16.7 14.9 0.12 0.00 9.3 23 11 10.00 L ---- 10.0 ---- ---- 4.3 0.21 26.7 ---- 10.1 1.00 31.0 150 15 0.874 7.0 ---- 20.0 ---- ---- 0.01 4.33 22.2 ---- 0.06 4.33 25.7 24 13 10.00 2EL ---- 10.0 ---- ---- -4.3 0.23 25.1 ---- 4.8 0.29 25.-0 150 19 0.874 9.0 ---- 20.0 ---- ---- - 0.01 4.33 21.0 ---- 0.02 4.33 20.4 25 14 10.00 L ---- 10.0 ---- ---- 13.0 1.60 22.5 ---- .13.0 1.60 22.5 150 21 0.874 7.0 ---- 20.0 ---- ---- 0.09 4.33 16.6 ---- 0.09 4.33 16.6 26 18 10.00 2EL ---- 20.0 ---- ---- 0.0 0.00 21.1 ---- 14.9 2.31 19.9 150 27 0.874 9.0 ---- 30.0 ----- ---- 0.00 4.33 16.7 ---- 0.12 4.33 13.3 27 22 10.00 L ---- 20.0 ---- ---- 13.0 1.60 14.4 ---- 13.0 1.60 14.4 150 25 0.874 7.0 ---- 30.0 ---- ---- .0.09 4.33 8.5 ---- 0.09 4.33 8.5 28 20 10.00 2EL ---- 20.0 ---- ---- 0.0 0.00 21.3 ---- 0.0 0.00 21.4 150 23 0.874 9.0 ---- 30.0 ---- ---- 0.00 4.33 16.9 ---- 0.00 4.33 17.0 Node Notes Pipe Notes Legend: P - Pipe # DIA - Pipe Diameter EQV. LN - Pipe Equivalent Length PUMP - Pump Pressure SP - K-Factor FLOW - Flow Rate PF - Pressure Loss due to Friction PT - Total Pressure at Node LEN - Pipe Length FIT. - Pipe Fittings FIXD LOSS - Fixed Loss Device EL - Node Elevation DISCH - Discharge in gpm FL/FT - Friction Loss per Foot PE - Pressure Loss due to Elevation Fitting Code Letters: E=45 Ell, L=90 Ell, B=TeeBch, R=TeeRun, C=Couplg, S=SwgChk, G=GatVlv, X= X, Y= Y, Z= Z -- - -..-.-.--. - The maximum velocity of water flow occurs in pipe 2 at 7.43 ft/s with 1 sprinkler flowing. The maximum velocity of water flow occurs in pipe 2 at 13.58 ft/s with 2 sprinklers flowing. PIPE FITTINGS TABLE Pipe Table Name: standard.npt PAGE: C MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E .....L ....B R C S .. G. .X .Y - Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 0.874 1.00 7.00 3.00 1.00 1.00 5.00 2.00 0.00 0.00 0.00 1.101 1.00 7.00 5.00 1.00 1.00 8.00 2.00 0.00 0.00 0.00 1.598 2.00 9.00 8.00 1.00 1.00 14.00 3.00 0.00 0.00 0.00 PAGE: K MATERIAL: Copper Tube-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Couplg SwgChk GatVlv AngVlv Y Z 0.995 1.00 2.50 4.50 0.00 0.50 4.50 0.00 14.00 0.00 0.00 PAGE: L MATERIAL: Copper Tube-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G X Y Z 45 Eli 90 Eli TeeBch TeeRun Coupig SwgChk GatVlv X Y Z 1.505 1.50 4.00 7.00 0.50 0.50 6.50 0.00 0.00 0.00 0.00 Sprinkler system has been hydraulically calculated with the HASS HOUSE 3.6.0 computer program (License No. 38061304 to provide an average imbalance of 0.010 gpm at each node and a maximum imbalance of 0.13 gpm with one sprinkler flowing, and 0.010 gpm at each node and maximum imbalance of 0.06 gpm with 2 sprinklers flowing in accordance with NFPA 13 and 13D or 13R. The minimum source pressure is 20.0 psi with a minimum required pressure of 62.2 psi and a 7 minute flow of 230 gal. and a 10 minute flow of 329.0 gallons. The minimum pressure at any node is 7.0 psi at node 26. Under full flow conditions the minimum source pressure is 20.0 psi with a minimum of 82.6 psi and a 7 minute flow of 280 gal. and a 10 minute flow of 400.0 gallons. The minimum pressure at any node is 11.3 psi at node 26. HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 WATER SUPPLY CURVE 1I 81.0 P 72.0 R E 63.0 S S 54 .0 U R 45.0 E 36.0 P 27.0 S I 18.0 0.0 04 8 12 16 20 24 28 32 36 40 FLOW (GPM) Static = 82.7 psi (fixed pressure) (1 sprinkler flowing) (2 sprinklers flowing) A = Available Water Supply C = Available Water Supply 82.7 psi @ 18.0 gpm 82.6 psi @ 32.9 gpm Bulletin 006 Rev. I A Residential Flat Concealed Sprinkler engineered fora minimum design density of 0.05 ,gpm/ft2 with low GPM requirements. Features Very low water flow requirements. Cover plate attachment (Plain or Perforated) with ½" (13mm) Total adjustment. Thread-On/Thread-Off or Push-On/Thread Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval 1. Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC30, RFC43 and RFC49 concealed Residen- tial 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 RFC30, RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler de- flector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprin- kler patterns. The combination of speed of operation and high dis- charge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacu- ation time for occupants. The RFC30, RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive ap- pearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily Plain Cover Plate Perforated Cover Plate and positively attached and blends into the ceiling, con- cealing the most dependable fire protection available, an automatic sprinkler system. The RFC30, RFC43 and RFC49 are UL Listed Residen- tial Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13, 13R, & 13D. The RFC30, RFC43 and RFC49 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without 'tools to fit ac- curately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly.' I Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application and Installation The RFC30, RFC43 and RFC49, for residential instal- lations, use a 165°F (74°C) fusible solder link in a tun- ing 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 classifica- tion 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 inside to ceiling temperature. The-subsequent operation of the solder link opens the waterway and causes the de- flector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler de- flector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The resi- dential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces sig- nificantly higher wall wetting. After a 2/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexago- nal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe instal- lation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprin- kler/cup assembly, care should be taken to prevent dam- age to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC30, RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COV- ERS. Note: A leak tight ½" NPT (R1/2) sprinkler joint can be ob- 'tamed with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum -recommended-torque: It may cause leakage or impairment of the sprinklers. Cover assemblies provide up to 1/2" (13mm) of adjust- ment. Turn the cover clockwise until the flange is in con- tact with the ceiling. For the push-on/thread-off option, the cover assembly is pushed onto the cup and final ad- justment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover re- moval requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or neg- ative pressurization but must not be positively pres- surized. Inspect all sprinklers after installation to en- sure 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. Model Thread Nominal Sprinkler CCP Assembly Max. Ambient K Max. (SIN) Size Orifice Temp Rating Temp. Rating Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) OF °C OF °C OF °C RFC 30 (RA0611) 1/2" (15) 21/u (8,2) 165 74 13E 57 100 38 3.0 (43.2) 175(12) RFC 43 1/2"(15) /8(10) 165 74 (RA0612) 13E 57 100 38 4.3(62) 175(12) RFC 49 (RA0616) ½ "(15) 7A6(11) 165 74 135 57 100 38 4.9 (70.6) 175 (12) Note: 1 bar = 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (Llmin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0(0,62) Smooth ceilings 1/2 to 1(13 to 25.4) Beamed ceilings per NFPA 13D, 13R or concealed 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 10(37,8) 11.0(0,76) 13 installed in beams ½ to 1(13 to 25.4) For ceiling types refer to NFPA 13, 13R or 13D 2. RFC 43 Ordinary Temp. Rating Max. Coverage Max. Spacing (165°F174°C) Top of Deflector Installation Minimum area FtxFt(mxm) Ft (m) to Ceiling Inch (mm) Type Spacing Ft (m) Flow Pressure GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(36) 12(4,5) 7.8(0,54) Smooth Ceilings ½ to 1(1310 25.4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 9.1 (0,63) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 9.1 (0,63) Beamed Ceilings per NFPA 13D, 13R or 13 installed in beams 1/2 to 1(131025.4) Concealed 8(2,4) 18 x 18(5,5 x 5,5) - 18(5,5) -. . 18 (p8). 17.5(1,21) 20x20(6,1 x6,1) 20(6,1) 21(79) 23.8(1,64) For Ceiling types refer to NFPA 13, 13R or 13D RFC 49 Max. Coverage Max. Spacing Ordinary Temp. Rating 4°C) (165°F17 Top of Deflector Installation Minimum area Ft (m) to Ceiling Spacing Type Flow Pressure Ft x Ft (m x m) GPM (Umin) PSI (bar) Inch (mm) Ft (m) 12 x 12(3,6 x 3,6) 12(3,6) 13(49) 7.0 (0,48) Smooth Ceilings ½ to 1(1310 25.4) 14 x 14 (4,3 x 4,3) 14(4.3) 13(49) 7.0(0,48) 16 x 16 (4,9 x 4,9) 16(4.9) 13 (49) 7.0 (0,48) Beamed Ceilings per NFPA 13D, 13R or Concealed 8(2,4) 13 installed in beams 1/2 to 1(13 to 25.4) 18 x 18 (5,5 x 5,5) 18(5,5) 17 (64,3) 12.0 (0,83) 20x20(6,1 x6,1) 20(6,1) 1 20(75,73) 16.7 (1,14) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate as- sembly which has been painted (other than factory ap- plied) or damaged in any way. A stock of spare sprin- klers 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 opera- tion or non-operation. Model RFC30, RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential con- cealed sprinklers with drop-down deflector and adjust- able flat cover plate engineered for a minimum design density of 0.05 gpm/ft2. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water .sealassembly containing- no. plastic parts; Sprinkler K factor shall be nominal 3.0 (43.2), 4.3 (62), and 4.9 (70.6) having a 3/8"and /,6" orifice. Temperature rating shall be Ordinary 165°F (740C); cover plate temperature rating to be 135°F (570C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a ½" cover plate adjustment. Any secure engagement between the cover plate and the cup will assure that the drop-down deflector is properly located below the ceiling. A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the drop-down sprinkler deflector from dam- age, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] [White] [Specialty - specify]. Residential concealed sprinklers shall be Reliable Model RFC30, SIN RA061 1 (Bulletin 006), Model RFC43, SIN RA0612 (Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). 91 Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes0t Standard Finishes Chrome White Paint Special Application Finishes(2) Bright Brass Finished Bronze Black Plating Black Paint Off White- Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Coverplate custom paint is semi-gloss, unless specified otherwise. For the perforated style cover- plate, consult factory for avail- ability on these and other cus- tom finishes. 1x 112' REDUCING TEE OR EI.80W - - - - - - —E —r—t---- ----AU L l r 2 [66.5.5mm] .4 [58.42mm] OL4 HOLE IN CE7LJNG CUP - 2 [50.1 7m MM. FACE OF FF17/NC.' TO PACE OF CEIUNC "(12.7Omm3M4X. COVER ADJUSTMENT \ \ '. \ \ s.. DIMENSION l/2[12.7Omm] MIN. TO CUNG I [25.4mm] MAX. 70 CEILING DROPPED DEFLECTOR Ii CEILING [4.96mm] FLAT COVER PLATE ASSEMBLY .' [84.21mm] 014. SPRINKLER COVER PLATE: 1/2" [12.7mm] ADJUSTMENT ocr,c The equipment presented in this bulletin is to be installed in accordance with the latsst published Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provsions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and poperty for over 90 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Reliable Automatic Sprinkler Co., Inc. Recycled - ® (800) 431-1588 Sales Offices ' Paper Reli a1111M (800) 848-6051 Sales Fax Revision lines Indicate updated or new data. (914) 829-2042 Corporate Offices www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 11/14 P/N 9999970261 Mil RESIDENTIAL A UTOMA TIC SPRINKLERS MODELS GL4II0 & GL4910 PENDENT RECESSED .PENDENT DESCRIPTION AND OPERATION .-The Globe Model GL4110-and-GL4910-Residential Sprinklers- have a low profile yet durable design which utilize a 3mm fran- gible glass ampule as the thermosensitive element. They feature economy, aesthetics and low flow. The combination of the 3mm frangible glass ampule and spe- cially designed deflector make the Model GL4110 and GL4910 Residential Sprinklers the ultimate in life safety and fire control. These Globe Pendent and Recessed Pendent Residential Sprin- klers have met the strict requirements of Underwriters Laboratories Inc. as described in the UL Standard for Residential Sprinklers for Fire Protection Service, UL 1626, and should be used accordingly. These sprinklers should also be installed in accordance with the appropriate NFPA Standard 13, 13D or 13R and under the direc- tion of the approving authorities having jurisdiction. The heart of Globe's Model GL41I0 and GL4910 sprinklers proven actuating assembly is a hermetically sealed frangible glass ampule that contains a precisely measured amount of fluid. When heat is absorbed, the liquid .within the bulb expands increasing the internal pressure. At the prescribed temperature the internal pres- sure within the ampule exceeds the strength of the glass causing the glass to shatter. This results in water discharge which is distrib- uted in an appppyed patt?m.----------------------------- 'The sprinkler and escutcheon are not factory assembled. Assembly is done in the field. TECHNICAL DATA oSee reverse side for Approvals and Specifications. *Temperature Rating - 155°F (680C), 175°F (79°C) Water Working Pressure Rating - 175 psi (12 Bars) Factory tested hydrostatically to 500 psi (34 Bars) Maximum low temperature glass bulb rating is -67°F (-55°C) o Frame-- bronze o Deflector - brass e Screw - brass Bulb seat - copper °Spring - nickel alloy. Seal - teflon *Bulb - glass with alcohol based solution, 3mm size *-Escutcheon Assembly - steel A RESIDENTIAL PENDENT GLo RESIDENTIAL RECESSED PENDENT -SPRINKLER TEMPERATURE RATING/CLASSIFICATION and COLOR CODING N.F.P.A. MAXIMUM CEILING AVA,ERATURES ILER CLASSIFICATION BULB COLOR - TEMPERATURE ORDINARY 155 F RED iF I INTERMEDIATE 1F ' YELLOW 150"F FjC MARCH 2015 A-i BULLETIN GL4110/GL4910, REV. #9 RESIDENTIAL A UTOMA TIC SPRINKLERS MODEL GL4II0 & GL4910 PENDENT • RECESSED PENDENT SPECIFICATIONS AND APPROVALS SIN NOMINAL THREAD LENGTH FINISHES cULus NYC - DOB MODEL "K" FACTOR SIZE MfA 101-92-E Factory Bronze GL4110 4.1 (58 metric) 1/2"NPT 2 1/2" Chrome (15mm) (6.4cm) White Polyester2 GL4910 4.9 (68 metric) Black Polyester12 NOTE: METRIC CONVERSIONS ARE APPROXIMATE. ,FINISHES AVAILABLE ON SPECIAL ORDER. 'AVAILABLE AS cULus LISTED CORROSION RESISTANT WHEN SPECIFIED ON ORDER. INSTALLATION DATA FOR FLAT AND SLOPED CEILINGS** TEMPERATURE MAX. AREA MIN. DISTANCE SIN MODEL STYLE OF CCVERAGE' *MIN PRESSURE *MIN FLOW BETWEEN 155°F 175°F (68°C) (79°C) LENGTH x WIDTH Feet (Meters) PS.!. (bars) G.PM. (L/min.) SPRINKLERS FEET (Meters) X X PENDENT 12 (3.71 x 12 (3.7) 7.2 (.50) 11(42) X -- 14(4.3) x 14 (4.3) 8.6 (.59) 12 (45) GL4110 RECESSED 8(2.4) PENDENT 14 (53) X X 16(4.9) x 16(4.9) 11.1 (.77) X X 12 (3.7) x 12 (3.7) 7.0 (.48) 13 (49) PENDENT X X 14(4.3) x 14 (4.3) 8.2 (.57) 14(53) _______ X ______ X 16 (4.9) x 16 (4.9) ______________ 8.2 (.57) 14 (53) GL4910 RECESSED 8(2.4) PENDENT X X 18(5.5) x 18(5.5) 12.0 (.83) 17 (64) X X 20(6.1x20(6.1) 16.7(1.15) 20(76) NOTE: METRIC CONVERSIONS ARE APPROXIMATE. *WHEN THESE SPRINKLERS ARE USED IN NFPA 13 SYSTEMS, A 0.1 DESIGN DENSITY MINIMUM SHALL BE UTILIZED. REFER TO PAGE 2 OF GLOBE'S RESIDENTIAL SPRINKLER INSTALLATION GUIDE (BULLETIN R.S.I.G.) FOR NFPA 13D AND 13R REQUIREMENTS. 'FOR COVERAGE AREA DIMENSIONS LESS THAN OR BETWEEN THOSE INDICATED, USE THE MINIMUM REQUIRED FLOW FOR THE NEXT HIGHEST COVERAGE AREA FOR WHICH HYDRAULIC DESIGN CRITERIAARE STATED. CROSS SECTION 2 15116" DIA. 2" MIN. DIA. I HOLE IN CEILING I 129/32" - - -V' x 1/2" REDUCER I;I;r.,. -CUP F518 MAX. " MIN. 1/8 KtIA1NtK' 1 MIN. - 1 1/2" MAX. 1/2" ADJUSTMENT RECESSED PENDENT GIAtBE FIRE SPRINKLER CORPORATION MARCH 2015 ORDERING INFORMATION SPECIFY 'Quantity • Model Number 'Style *Orifice .Temperature • Finishes desired 'Quantity - Wrenches - P/N 325390 'Quantity - Recessed Wrenches - PIN 325391 'Quantity - Protective Caps - P/N 327109-CAP (Friction Fit Recessed) GLOBE® PRODUCT WARRANTY Globe agrees to repair or replace any of its own manufactured products found to be defective in material or workmanship for a period of one year from date of shipment. For specific details of our warranty please refer to Price List Terms and Conditions of Sale (Our Price List). 4077 AIRPARK DRIVE, STANDISH, MICHIGAN 48658 989-846-4583 FAX 989-846-9231 1-800-248-0278 www.globesprinkler.com PRINTED U.S.A. BULLETIN GL4110/GL4910, REV. #9 Check Valve [ FlameGuardTM CPVC Drain & Check Valves [ For NFPA 13D Applications Only Application: FlameGuardN CPVC Orange Drain Valves and Check Valves are for use in configuring CPVC Fire Sprinkler System connection to water supply (riser/drain assembly) in NFPA 13D installations only. These valves are NOT for use in any other locations within the fire sprinkler systeg. Drain Valve CPVC Drain Valves Disc Price Part Number Size Code Each Socket x Socket 6622-005C0 1/2 004 17.19 6622-007C0 3/4 004 22.68 6622-01OCO 11 004 28.36 CPVC Check Valves Disc Price Part Number Size Code Each Socket x Socket 51520-1000 1 004 22.56 51520-12C0 1-1/4 004 25.22 S1520-15C0 1-1/2 004 28.36 CPVC Special Reinforced Thread Inlet Check Valves Disc Price Part Number Size Code Each SR FiDt x Socket S1520-10FSRSCO 1 004 24.44 S1520-12FSRSCO 1-1/4 004 28.22 51520-15FSRSCO 1-1/2 004 -----------3347- General Installation Information: Socket end connections should be installed using Spears® FS-5 One-Step Cement for use with Spears® CPVC Fire Sprinkler Products. Threaded connections should be made using. Spears® BLUE 75 TM Thread Sealant tested for compatibility with CPVC materials. Swing check valves are designed for horizontal installations, but may be installed in up-flow only vertical position. Check valves MUST be installed with the valve's FLOW arrow pointing in the direction of the flow. Do not install valve upside down. SpecialReinforced (SR) Threaded Inlet Check Valve NOT FOR USE WITH COMPRESSED AIR OR GAS Page 1 Spears® Manufacturing Company Progressive Products from Spears® Innovation and Technology Drain Valve: Nominal Size Range Material Seats Seals Handle End Connections FlameGuardTM CPVC Drain & Check Valves For NFPA 13D Applications Only Specifications Check Valve: Nominal Size Range . Type- Material Seat End Connections 1/211, 3/411, 1" 1/4-Turn Ball Valve, Maintenance-free Sealed Unit CPVC, Orange PTFE/HDPE EPDM Polypropylene, Red Socket x Socket Socket x Socket Part Number Nominal Size Dimension Reference (inches, ± 1/16) A B C D E 6622-005c0 1/2 1-7/16 1-1/4 3-1/16 1-5/8 1-5/8 6622-007cC 3/4 1-13/16 1-1/2 3-9/16 2 2 6622-01OCO 1 1 2-1/16 1-3/4 4 2-5/16 2-5/16 1", 1-1/4", 1-1/2" Swing Check, Maintenance-free Sealed Unit CPVC, Orange EPDM Socket x Socket Socket x Special Reinforced (SR) Female Plastic Thread Socket x Socket Part Number SR Thread x Socket Part Number Nominal Size Dimension Reference (inches, 1/16) ± (GPM) A ' B I C I I D Socket I SR Thread S1520-1000 S1520-10FSRScO 1 1-11/16 I 2-5/16 I 2-15/16 I 4-9/16 2-5/8 33 S1520-12c0 S1520-12FSRScO 1-1/4 2-1/16 I 2-15/16 I 3-5/8 I 5-1/2 3-3/8 42 S1520-15C0 S1520-15FSRSCO 1 1-1/2 1 2-7/16 3 I 3-11/16 I 5-5/8 I 3-3/8 1 89 NOT FOR USE WITH COMPRESSED AIR OR GAS Made in the U.S.A. Page 2 Progressive Products from SpearsO Innovation and Technology f~ SYSTEM $ SENSOR WFDTH Waterfiow. Detector The System Sensor WFDTH Retard T-Tap Water flow Detector is designed for primary signaling in residential systems and fits within 2x4 stud wall construction. Features Residential sprinkler systems Sealed retard mechanism Visual switch activation Rugged, dual SPDT switches enclosed in a durable terminal block Easy to install and maintain design Vertical or horizontal mount Field replaceable retard mechanism and switch assembly Twelve different flexible paddles Durable, tamper resistant enclosure Two conduit openings Handy depth gauge Accommodates up to 12 AWG wire 100% synchronization fires alarm panel and local bell simultaneously Agency Listings @ @ . 0 EA LISTED approved A~ 5739 53169 7770-1653:1 14 67-93-6 3033305 The WFDTH fits any tee that has a 1" NPT branch, including: 1, 114", 11/2',and 2" NPT threaded ferrous and brass tees; 1 1Y4, 11/2'and 2 copper sweat tees; Central, Spears, and Victaulic brand 1 "CPVC tees; and 11/2" polybutylene tees. Design. The design of the WFDTH makes it easy to install and simple to maintain. It can be mounted in the vertical or horizontal position. Two conduit openings permit easy attachment to the local alarm system.The retard mechanism and switch assembly are field- replaceable. Features. Twelve different flexible paddles fit 1", 11/ 1½", and 2" tees. Sizes are marked clearly on the paddle for ease of installation. Plastic paddles slip over the actuating lever and are securely fastened with one screw. The handy depth gauge insures the proper installation depth and clearance of the detector to the tee. Construction. The WFDTH includes a durable and tamper resistant enclosure. Its sealed retard assures that the delay mechanism is not contaminated by dust and dirt when the cover is removed.The long lasting cover completely encloses the electrical components to further keep out dust and dirt. Improved self-guiding security screws and removal tools make detectors resistant to tampering and simplify field maintenance. WFDTH Specifications Model shall be a WFDTH as manufactured by System Sensor. T-tap waterfiow detectors shall be installed on a tee that has a 1 NPT branch including: 1 1Y4", 11/2", or Tthreaded ferrous or brass tee; 1-2- copper sweat tees; Central, Spears", and Victaulic" brand 1 CPVC tees; or 11/2' polybutylene tee as designated on the drawings and/or as specified herein. Detectors shall mount on any clear pipe span of the appropriate size, either a vertical or horizontal run at least 6-from any fittings or valves which may change water direction, flow rate, or pipe diameter or no closer than 24" from a valve or drain. Detectors shall have a sensitivity in the range of 4 to 10 gallons per minute and a static pressure rating of 250 psi.The retard t-tap detector shall be a sealed mechanical pneumatic unit with visual indication of actuation.The actuation mechanism shall include a polyethylene vane inserted through the tee fitting and connected by a mechanical linkage to the delay mechanism. Outputs shall consist of dual SPDT switches (Form C contacts).Two conduit entrances (one of which is a knockout type) for standard fittings of commonly used electrical conduit shall be provided on tlfe"detectors. A grounding provision is provided. WFDTH is listed by Underwriters Laboratories for indoor use. - -. - .................. Static Pressure Rating 250 PSI (max.) Operating Temperature Range 32°F to 120°F (0°C to 49°C) Maximum Surge 18 FPS Encksure Rating UL listed for indoor use Triggering Threshold 4-10GPM Cove -TamperSwitch Canadian models only, factory installed Bandwidth (Flow Rate) Overall Dimensions, 45" H x 3.55W x 6.7 L Servi:e Use Automatic Sprinkler: NFPA 13 Installed (11.4cm H x 9cm W x 17cm L) One or Two Family Dwelling: NFPA 13D Residential Occupancies up to 4 Stories: NFPA 13R National Fire Alarm Code: NFPA 72 Contact Ratings Two sets of SPDT (Form C) Shipping Weight 2.6 lbs. (1.2 kg.) 10.0A@ 125/250 VAC 2.5A@24VDC Compatible Tee Threaded ferrous and brass tees, copper Warranty 3 years Fittings sweat tees, CPVC tees, and polybutylene tees Conduit Entrances Two openings for ½" conduit. U.S. Patent Numbers 3,845,259; 4,782,333; 5,213,205 Electrical Connections Delay Adjustment Dial UL-LISTED SSM24-X ('\ NOTE: COMMON AND B-NO CONNECTIONS WILL CLOSE , DIAL IS Delay coSLAY IN COMPATIBLE WHEN VANE IS DEFLECTED, I.E., adjustment CONTROL PANEL WHEN WATER IS FLOWING. DUAL dial SWITCHES PERMIT POWER + APPLICATIONS TO BE COMBINED 24VDC OR ON A SINGLE DETECTOR. 120 VAC INITIATING: SUGGESTED EOL RESISTOR I CONTACT RATINGS I I125/250VACI 10AMPS I i 45 LOOP I 24 VDC I 2.5 AMPS I SCHEMATIC OF INDIVIDUAL NOTE: Retard time may exceed 90 seconds. SWITCH IN co,., Adjust and verity that time does not exceed 90 seconds. — " WATERFLOMF LLL1 NO CONDITION A 2"0 IQ) ('k...i BREAK WIRE AS swrrae If1 SHOWN FOR 1111111mSMN1efI/ SUPERVISION OF '. "fl' INAU • CONNECTION. DO °°' I I Ia I . NOT ALLOW I I STRIPPED WIRE 1101 P S 1Q11 LEADS TO EXTEND BEYOND SWITCH HOUSING. DO NOT LOOP WIRES. Ordering Information I1!gL1jTTjrF1iIitriTri1Ir no. 'ISEt1Ttl4t.ts WFDTH WFDTHA Waterfiow Detector. Fits 1 11/4 1½", Tferrous and brass threaded tees; 1", 11/4 1½", T' copper sweat tees; 1 - CPVC tees; and 11/2 polybutylene tees Accessories A77-01-02 Replacement terminal block for WFDTH S07-66002 Replacement tamper screws for covers of WFDTH PRK9 Replacement paddle kit - 12 paddles for WFDTH (see WFDW Replacement tamper proof wrench for cover of WFDTH for sizes included) WFDTH A3008-00 Replacement retard mechanism C58-0009-000 Replacement metal cover Spears" is a registered tradernarl, of the Spears Manufacturing Company. Victaulir isa registered tradenrarl, of tIre VictaaSc Company of America. SYSTEM 3825Ohio Avenue. St. Charles, IL 60174 02010 System Sensor. PredactspedfrcatIv rod angeothnomnsocvVVissysremsennor.cemlm aSETtJS'(7R° Phone: 800-SENSOR2• Fax: 630-377-6495 current product information, Includingthe latest vnrsxnr ef this data sheet, A05-0941O38.7/10.8245I ES-LFOO7 Job Name •. Contractor Job Location Approval Engineer Contractor's P.O. No. Approval Representative Series LF007 Double Check Valve Assemblies Sizes:1/2" - 311(15 - 80mm) Series LF007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the back-flow of polluted water into the potable water supply. Only those cross-connections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. The LF007 features Lead Free* construction to comply with Lead Free* installation requirements. Check with local authority having jurisdiction regarding vertical orien- tation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWVA Std. C510. Approved by the Foundation for Cross- Connection Control and Hydraulic Research at the University of Southern California. Features Ease of maintenance - only one cover -. Top entry Replaceable seats and seat discs Modular construction *-Compact -design -• . - Lead Free*. cast copper silicon alloy body construction - 1/2"-2"(15-50mm) Fused epoxy coated cast iron body - 21/2" - 3' (65 - 80mm) Top mounted Lead Free* ball valve test cocks Low pressure drop No special tools required for servicing ½" - 1" (15 - 25mm) have tee handles Specifications A Double Check Valve Assembly shall be installed at each noted location. The assembly shall consist of two positive seating check modules with captured springs and rubber seat discs. The check module seats and seat discs shall be replaceable. Service of all internal components shall be through a single access cover secured with stainless steel bolts. The Double Check Valve Assemblies shall be constructed using Lead Free* cast copper silicon alloy. Lead Free* Double Check Valve Assemblies shall comply with state codes and standards, where applicable, requir- ing reduced lead content. The assembly shall also include two resilient seated isolation valves; four top mounted, resilient seated. test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and A\MNA Std. C510. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Series LF007. W (20mm) LF007M30T First Check Second Check Module Assembly Module Assembly The LF007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spnng load. NoivAailabIe WattsBox lnsilated Enclosures For%oreinforrnations end for ieiature ES:WB ift1lDf Inquire with governing authorities for local installation requirements *The wetted surface of this product contacted by consumable water contains less than 0.25% of lead by weight. Watts product specifications in U.S. customary units and metric are approrimate and are provided for reference only. For precise measurements, please contact Watts Technical Service. Watts reserves the right to change or mostly product design, construction, specifications, or materials with- out prior notice and without incurring any obligation to make such changes and modifications on Watts products previously or subsequently sold. Iffil , Pressure - Temperature ½" - 2" (15— 50mm) Temperature Range: 33°F - 180°F (0.5°C - 820C). Maximum Working Pressure: 1 75psi (12.1 bar). 21/211 -3" (65-80mm) Temperature Range: 33°F - 110°F (0.5°C - 43°C) continuous, 140°F (60°C) intermittent. Maximum Working Pressure: 175p5i (12.1 bar). Standards ASSE Std. 1015, AW\NA Std. C510 LPMO P831, CSA 864.5 Approvals t ASSE, A'MNA, IAPMO, CSA, UPC Models Sizes: ½" —2° (15— 50mm) Suffix: S - copper silicon alloy strainer LF - without shutoff valves Prefix: U - Union connections 21/2" —3° (65 - 80mm) Suffix: NRS - non-rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves LF - without shutoff valves QT-FDA - FDA epoxy coated quarter-turn ball valves A Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Models with suffix LF and S are not listed. UL Classified (without shutoff valves only) 3/4" - 2° (20 - 50mm) (except 007M3LF) UL Classified with OSY gate valves (21/2 and 3° horizontal only.) v ½" - 2" models Lead Free* with strainer Horizontal and vertical "flow up" approval on all sizes Subscript 'S' = strainer model I Dimensions - Weights MODEL SIZE(i)1 DIMENSIONS WEIGHT A B C 0 F 6 R I in. mm in. mm in. mm in. mm in.mm in. mm in. mm in. mm in. mm lft kgs. tAT LF0070T ½ 15 10 254 Os 117 27N 62 - - 5 127 3Y8 85 2,46 59 2'I16 52 4.5 2 IA'! LF007M30T 3/4 20 111/8 282 4 102 31/8 79 - - 6346 157 3/l6 87 21/ 54 % 33 5 2.3 tAT LF007M1QT 1 25 131/4 337 51/8 130 4 102 - - 71/2 191 3Y8 85 1'V16 43 1'Vis 43 12 5.4 tAT LF007M20T 11/4 32 16/8 416 5 127 3346 84 - - 91/2 241 5 127 3 76 2 50 15 6.8 tAT LF007M20T 11/2 40 1 16Y4 425 47/8 124 31/2 89 - I— 9Y4 248 513'16 148 31/8 79 2"/16 68 15.9 7.2 tAT LF007M1QT 2 50 1 191/2 495 6Y4 159 4 102 - I— 13YB 340 6'/8 156 3/l6 87 2"/16 68 25.7 11.7 iv LF0070T-S 1/2 15 13 330 6 152 2,46 62 3 176 5 127 3Y8 85 2,46 59 2'/,6 52 5.5 2.5 .7 LF007M30T-S 3/4 20 141/2 368 61/8 156 31/8 79 3 176 6346 157 3/16 87 2Y8 54 '346 33 6.7 3.1 v LF007M1QT-S 1 25 171,46 157 7Y4 197 4 102 31/4 183 71/2 191 3% 85 11Y16 43 111/16 43 14 6.4 iv LF007M20T-S 11/4 32 211/2 546 7¼6 179 3,46 84 3½ 183 1 9½ 241 1 5 127 3 76 1 2 50 1 19 8.6 v LF007M20T-S 11/2 40 251/m 637 1 7%6 179 1 31V2 89 1 3Y,4 95 1 93/4 248 1 51346 148 1 31/8 79 1 21Y16 68 1 19.6 8.9 OV LF007M1OT-S 1 2 50 27'/4 692 1 8Y4222 1 4 102 1 4 102 1 13Y8 340 1 61/8 156 1 3/l6 87 1 2"/16 68 33.5 15.2 Dimensions - Weights Sizes: 2½" -3"(65 - 80mm) Ilk 0 061(i:rnrn) . . L'JtI1'1 E DIMENSIONS WEIGHT A E, E1 in. mm in. mm in. mm in. mm in. mm lbs. kgs. LF0070T-FDA 21/2 65 331/8 841 6/8 162 91A 230 8/4 222 155 70 A LF007-NRS 21/2 65 331/ 841 9/8 238 91A 230 8/4 222 155 70 LF007-OSY 2'/2 65 331/8 841 16/8 416 9Y16 230 8/4 222 158 72 LF007-OT-FDA 3 80 331/8 867 6/e 162 91A 230 8/4 222 155 70 A LF007-NRS 3 80 331/8 867 101/4 260 91A 230 8/4 222 185 84 LF007-OSY 3 80 331/8 867 187/8 479 91A 230 8/4 222 185 84 Strainer Dimensions M N in. mm in. mm in. mm tbs. I kgs. 21/2 65 10 254 61/2 165 28 13 3 80 10¼ 267 7 178 34 15 1" LFUOO7M1QT Sizes: ½" —2" (15— 50mm) MODEL SIZE(DN)I1IbI!1[u1K in. mm A in. mm LFU007OT ½ 15 121N 326 LFUO07M20T Y4 20 13%6 350 LRJO07M20T 1 25 16% 422 LFUO07M20T 1 Y4 32 20Y4 527 LRJO07M20T 1 1½ 40 1 211/2 546 LFIJO07M1QT 1 2 50 1 241/2 622 Capacity As compiled from documented Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California lab tests. tt Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) UL rated flow ½ (15mm) bars p4 tt 1000 2 4 6 8 10 129pm 0 7.6 15.2 22.8 30.4 38 45.6 Ipm 5 7.5 10 fps 1.5 2.5 3.0 mps Row VM bars psi tt I _cII_____ _i_—_ =----- II_I___ J_1----_ 0 10 20 30 40 50 60 70 80 90 100 110 120 gpm bars psi %fl (2Omm 1.5 22 1.2 18 .96 14 .69 10 14 2 - I_• •!•:;. I — - I — 0 5 10 15 20 25 30 35 40 45 50 gpm 0 19 38 57 76 95 114 133 152 171 190 1pm 7.5 15 Ips 2.3 4.6 TIps Flow 111 (25mm) si bn p 1.1 16 1 - CD tt 1 — 1 U - ==I _- CL 2 1 — 0 5 10 15 2 25 30 35 40 45 50 55 60 9pM 0 19 38 57 7: 95 114 M 152 171 190 209 228 Ipm 5 7.5 10 15 fps Row I 1i u_u I wWATrS® A Watts Water Technologies Company USA- Tel: (978) 688-1811 • Fax: (978) 794-1848 • www.watts.com Canada: Tel: (905) 332-4090 • Fax: (905) 332-7068 • www.watts.ca ES-LF007 1325 © 2013 Watts