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Home My WebLink About6562 HALITE PL; ; AS090104; PermitPermit No: AS090104 Job Address: 6562 HALITE PL Permit Type: SPRINK Parcel No: 2132831000 Status: ISSUED Applied 9/2/2009 Approved: 9/2/2009 Lot #: 0 Reference No;: Issued: 9/2/2009 10/13/21, 2:58 PM AS090104 Permit Data City of Carlsbad Sprinkler Permit PC #: Inspector: Project Title: LA COSTA GREENS TWO FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: INNOVATIVE FIRE PROTECTION SUITE 101 8779 COTTONWOOD AV SANTEE, CA (619) 593-8200 (619)593-9133 Owner: DAVIDSON GREENS NORTH 144 L L C 1302C CAMINO DEL MAR DEL MAR CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 .0 130 0 1/1 .---.------ ________________________________________ --. _..,.•... ..• SPRINKLER SYSTEM HYDRAULIC ANALYSIS . Pagel DATE: 8/5/2009 . . C;\HASS74\C3536 P-2.SDF OB TITLE LA COSTA GREENS PLAN #2 TWO HEAD CALC- M BEDROOM WATER SUPPLY DATA . . SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG . (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 65.0 59.0 500.0 65.0 31.0 54.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT. SOURCE 31.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 54.9 31.0 2 0.0 - - - - 39.7 - - - 2A 0.0 - - - - 35.7 - - - 3A . . 0.0 HOSE STREAM 34.4 5.0 R 0.0 - - - - 32.8 P 0.0 - - - - 28.8 - - - 3B 0.0 - - - - 25.7 - - - 3 0.5 - - - - 23.5 - - - 4 3.5 . - - - - 21.7 - - - 5 9.5 - - - - 17.5 - - - 6 9.5 - - - - 16.3 - - - 7 20.0 - - - - 9.7 - - - 8 20.0 - - - - 7.4 - - - 8A 19.5 K= 4.90 . 7.0 13.0 9 20.0 - - - - 7.4 - - - 9A 19.5 K= 4.90 7.0 13.0 10 9.5 - - - - 17.5 11 9.5 - - - - 17.5 - - - hA 9.0 - - - - 17.7 - - - 12A 9.0 - - - - 17.7 - - - ASOO(ol,04 ASo901(57 These plans have been reviewed lir apparent compliance with the ciitTeni applicable cities and standards ii force ni the jUrisdiction. The owner or contractor may intl i,.e his review in support of an application for a building lie, njit with the express u.itdtrstatuung that this review in ito way relieves the owtier o ontractnr or their profcsiioiial engitteer or archilect for sole responsibility for lull compliance with said codei and standards. including,.the huildiiug;cdde liirtny rcspctnsihtlty for dchiciencies. errors. omissions oriiegligenee in these plans whether or not tmicd"tn ihT review... Date: '7/6 Rtewer:J REcpMMEND APPROVAL IkU 0 REC6M.4ENl) APPROVAL. AS NOTED IdJr.fl , 'it ' fJi •I'L I. 1t I•1. ..ftt ru t 'rim i')rli'm ,, rim _J'm I 1/ '.'I'fI it 11's" 4,1 ,f ii ;T4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DAE: 8/5/2009 C:\HASS74\C3536 P-2..SDF JOB TITLE: LA COSTA GREENS PLAN #2 TWO HEAD CALC- M.-BEDROOM PIPE DATA - PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT . (PSI) Pipe: 1 31.0 0.995 PL 50.00 FE' 15.2 1 0.0 SRCE 54.9 (N/A) 12.8 150 FTG TLG PE 0.0 2 0.0 0.0 39.7 0.0 0.251 TL 60.50 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 39.7 0.0 4.0 psi, 31.0 gpm 2A 0.0 0.0 35.7 0.0 Pipe: 3 31.0 1.025 PL 1.00 PF 1.3 2A. 0.0 0.0 35.7 0.0 12.1 150 FTG EL PE 0.0 3A 0.0 H.S. 34.4 5.0 0.217 TL 6.00 PV Pipe: 4 26.0 1.025 PL 2.00 FE' 1.6 3A 0.0 H.S. 34.4 5.0 10.1 150 FTG T PE 0.0 R 0.0 0.0 32.8 0.0 0.157 TL 10.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 32.8 0.0 4.0 psi, 26.0 gpm P 0.0 0.0 28.8 0.0 Pipe: 6 26.0 1.360 FL 70.00 PF 3.1 P 0.0 0.0 28.8 0.0 5.7 150 FTG 4L FE 0.0 3B 0.0 0.0 25.7 0.0 0.039 TL 78.00 PV Pipe: 7 . 26.0 1.265 FL 10.00 PF 2.0 3B 0.0 0.0 25.7 0.0 6.6 150 FTG T3LC FE -0.2 3 0.5 0.0 23.5 0.0 0.056 TL 36.00 PV Pipe: 8 26.0 1.380 FL 3.00. FE' 0.6 3 0.5 0.0 23.5 0.0 5.6 120 FTG C PE -1.3 4 3.5 0.0 21.7 0.0 0.056 TL 10.00 PV Pipe: 9 26.0 1.394 PL 26.50 FE' 1.6 4 . 3.5 0.0 21.7 0.0 5.5 150 FTG 2E3R FE -2.6 5 9.5 0.0 17.5 0.0 . 0.035 TL 45.50 FV Pipe: 10 26.0 1.394 FL 13.50 PF 1.1 5 9.5 0.0 17.5 0.0 5.5 150 FTG 3TR FE 0.0 6 9.5 0.0 16.3 0.0 0.035 TL 32.50 PV Pipe: 11 26.0 1.101 FL 10.00 FE' 2.1 6 9.5 0.0 16.3 0.0 8.8 150 FTG E2R FE -4.5 7 20.0 0.0 9.7 0.0 0.111 TL 19.00 PV Pipe: 12 . . 13.5 1.101 FL 54.00 FE' 2.3 7 20.0 0.0 9.7 0.0 4.6 150 FTG 2T6R FE 0.0 8 20.0 0.0 7.4 0.0 0.033 TL 70.00 FV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page3 DAT'E 8/5/2009 C:\HASS74\C3536 P-2.SDF JOB TITLE: LA COSTA GREENS PLAN #2 TWO HEAD CALC- M. BEDROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 13.0 1.101 PL 4.50 PF 0.5 8 20.0 0.0 7.4 0.0 4.4 150 FTG ETR PE 0.2 BA 19.5 4.9 7.0 13.0 0.031 TL 17.50 PV Pipe: 14 0.5 1.101 PL 9.00 PF 0.0 8 20.0 0.0 7.4 0.0 0.2 150 FTG R PE 0.0 9 20.0 0.0 7.4 0.0 0.000 TL 10.00 PV Pipe: 15 13.0 1.101 PL 4.50 PF 0.5 9 20.0 0.0 7.4 0.0 4.4 150 FTG ETR PE 0.2 9A 19.5 4.9 7.0 13.0 0.031 TL 17.50 PV Pipe: 16 -12.5 1.101 PL 59.50 PF 2.3 9 20.0 0.0 7.4 0.0 4.2 150 FTG 2E8R PE 0.0 7 20.0 0.0 9.7 0.0 0.028 TL 81.50 PV Pipe: 17 0.0 1.394 PL 62.00 PF 0.0 5 9.5 0.0 17.5 0.0 0.0 150 FTG 3E7T PE 0.0 10 9.5 0.0 17.5 0.0 0.000 TL 128.00 PV Pipe: 18 0.0 1.101 PL 12.00 PF 0.0 10 9.5 0.0 17.5 0.0 0.0 150 FTG 3ET PE 0.0 11 9.5 0.0 17.5 0.0 0.000 TL 38.00 PV Pipe: 19 0.0 1.101 PL 0.50 PF 0.0 11 9.5 0.0 17.5 0.0 0.0 150 FTG TR PE 0.2 hA 9.0 0.0 17.7 0.0 0.000 TL 6.50 PV Pipe: 20 0.0 1.101 PL 9.50 PF 0.0 11 9.5 0.0 17.5 0.0 0.0 150 FTG ER PE 0.2 12A 9.0 0.0 17.7 0.0 0.000 TL 17.50 PV NOTES (HASS) (1.) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.129 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 1. SPRINKLER SYSTEM HYDRAULIC. ANALYSIS Page 4 DAT'E:8/5/2009 .C:\HASS74\C3536 P-2.SDF . JOB TITLE LA COSTA GREENS PLAN #2 TWO HEAD CALC- M BEDROOM (4) PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COLJPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.360 5.00 9.00 2.00 1100 6.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 300 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/5/2009 H C:\HASS74\C3536 P-2.SDF. JOB TITLE LA COSTA GREENS PLAN #2 TWO HEAD CALC- M BEDROOM WATER SUPPLY ANALYSIS Static: 65.00 psi Resid: 59.00 psi Flow: 500.0 gpm 70. 1 60. G. A 2 U G 50. E P 40. R E S 30. S U R E 20. P 10. S I 0. LEGEND Available pressure 64.96 psi @ 31.0 gpm Required pressure 54.88 psi @ 31.0 gpm P. Source Supply Curve B. System Demand Curve -14.7 20C300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 8/5/2009 C \HASS74\C3536 P-2 SDF JOB TITLE LA COSTA GREENS PLAN 42 TWO HEAD CALC- M BEDROOM WATER-'.SUPPLY CURVE . . . 72-i- 66+ 0\\\\ I \\\\ I \\\\\ 60+ I * <-59.0 psi @ 500 gpm I Flow Test Point x 54+ P 48+ R I E S I S 42+ U I R E I 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply I 54.88 psi @ 31.0 gpm 6+ I 0 = Available Water Supply I 64.96 psi @ 31.0 gpm -------------------------------------- ---------------------------- 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/5/2009 .. C:\HASS74\C3536 P-2.SDF JOB -TITLE: LA -COSTA -GREENS PLAN42 TWO HEAD CALC- FAMILY ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS.. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 . 65.0 59.0 500.0 65.0 31.3 54.1 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE . 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES. 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) . (PSI) (GPM) 1 0.0 SOURCE 54.1 31.3 2 0.0 - - - - 38.7 - - - - 2A 0.0 - - - - . 34.7 - - - 3A 0.0 HOSE STREAM 33.3 5.0 R 0.0 - - - - 31.8 - - - P 0.0 - - - - 27.8 - - - 3B 0.0 - - - - 24.6 - - - 3 0.5 - - - - 22.3 - - - 4 . 3.5 . - - - - 20.5 - - - 5 9.5 - - - - 16.2 - .- - 6 9.5 - - - - 16.2 - - - 7 20.0 - - - - 11.7 - - - 8 20.0 - - - - 11.7 - - - 8A 19.5 - - - - 11.9 - - - 9 - 20.0 - - - 11.7 - - - 9A 19.5 - - - - 11.9 - - - 10 9.5 - -V--- 11.6 11 . 9.5 -- - - - 7.4 - - - hA 9.0 K= 4.90 7.4 13.3 12A 9.0 K= 4.90 7.0 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/5/2009 C:\HASS74\C3536 P-2.SDF JOB TITLE: LA COSTA GREENS PLAN #2 TWO HEAD CALC- FAMILY ROOM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.3 0.995 FL 50.00 PF 15.5 1 0.0 SRCE 54.1 (N/A) 12.9 150 FTG TLG PE 0.0 2 0.0 0.0 38.7 0.0 0.255 TL 60.50 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 38.7 0.0 4.0 psi, 31.3 gpm 2A 0.0 0.0 34.7 0.0 Pipe: 3 31.3 1.025 PL 1.00 PF 1.3 2A 0.0 0.0 34.7 0.0 12.2 150 FTG EL PE 0.0 3A 0.0 H.S. 33.3 5.0 0.221 TL 6.00 PV Pipe: 4 26.3 1.025 FL 2.00 PF 1.6 3A 0.0 H.S. 33.3 5.0 10.2 150 FTG T FE 0.0 R 0.0 0.0 31.8 0.0 0.160 TL 10.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 31.8 0.0 4.0 psi, 26.3 gpm P 0.0 0.0 27.8 0.0 Pipe: 6 26.3 1.360 PL 70.00 PF 3.1 P 0.0 0.0 27.8 0.0 5.8 150 FTG 4L FE 0.0 3B 0.0 0.0 24.6 0.0 0.040 TL 78.00 PV Pipe: 7 26.3 1.265 FL 10.00 PF 2.1 38 0.0 0.0 24.6 0.0 6.7 150 FTG T3LC FE -0.2 3 0.5 0.0 22.3 0.0 0.057 TL 36.00 PV Pipe: 8 26.3 1.380 FL 3.00 PF 0.6 3 0.5 0.0 22.3 0.0 5.6 120 FTG C FE -1.3 4 3.5 0.0 20.5 0.0 0.057 TL 10.00 PV Pipe: 9 26.3 1.394 FL 26.50 PF 1.6 4 3.5 0.0 20.5 0.0 5.5 150 FTG 2E3R FE -2.6 5 9.5 0.0 16.2 0.0 0.036 TL 45.50 PV Pipe: 10 0.0 1.394 FL 13.50 PF 0.0 5 9.5 0.0 16.2 0.0 0.0 150 FTG 3TR PE 0.0 6 9.5 0.0 16.2 0.0 0.000 TL 32.50 PV Pipe: 11 0.0 1.101 FL 10.00 FE' 0.0 6 9.5 0.0 '16.2 0.0 0.0 150 FTG E2R FE -4.5 7 20.0 0.0 11.7 0.0 0.000 TL 19.00 PV Pipe: 12 0.0 1.101 FL 54.00 FE' 0.0 7 20.0 0.0 11.7 0.0 0.0 150 FTG 2T6R PE 0.0 8 20.0 .0.0 11.7 0.0 0.000 TL 70.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS- Page 3 DATE: 8/5/2009 C:\HASS74\C3536 P-2.SDF JOB TITLE: LA COSTA GREENS PLAN #2 TWO HEAD CALC- FAMILY ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.101 PL 4.50 FE' 0.0 8 20.0 0.0 11.7 0.0 0.0 150 FTG ETR FE 0.2 8A 19.5 0.0 11.9 0.0 0.000 TL 17.50 PV Pipe: 14 0.0 1.101 FL 9.00 FE' 0.0 8 20.0 0.0 11.7 0.0 0.0 150 FTG R PE 0.0 9 20.0 - 0.0 11.7 0.0 0.000 TL 10.00 PV Pipe: 15 0.0 1.101 FL 4.50 FE' 0.0 9 20.0 0.0 11.7 0.0 0.0 150 FTG ETR FE 0.2 9A 19.5 0.0 11.9 0.0 0.000 TL 17.50 PV Pipe: 16 . 0.0 1.101 FL 59.50 PF 0.0 9 20.0 0.0 11.7 0.0 0.0 150 FTG 2E8R PE 0.0 7 20.0 0.0 11.7 0.0 0.000 TL 81.50 pv Pipe: 17 26.3 1.394 FL 62.00 PF 4.6 5 9.5 0.0 16.2 0.0 5.5 150 FTG 3E7T FE 0.0 10 9.5 0.0 11.6 0.0 0.036 TL 128.00 PV Pipe: 18 26.3 1.101 PL 12.00 PF 4.3 10 9.5 0.0 11.6 0.0 8.9 150 FTG 3ET FE 0.0 11 9.5 0.0 7.4 0.0 0.113 TL 38.00 PV Pipe: 19 13.3 1.101 FL 0.50 FE' 0.2 11 9.5 0.0 7.4 0.0 4.5 150 FTG TR FE 0.2 hA 9.0 4.9 7.4 13.3 0.032 TL 6.50 Fv Pipe: 20 . 13.0 1.101 FL 9.50 PF 0.5 11 9.5 0.0 7.4 0.0 4.4 150 FTG ER PE 0.2 12A 9.0 4.9 7.0 13.0 0.031 TL 17.50 PV NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.116 gprn. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.380 3.00 6.00 2.00 7.00 6.90 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00. 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00' 2.00 8.00 2.00 2.00 0.00 0.00 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.360 5.00 9.00 2.00 11.00 6.00 .2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter ' Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L. 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 '1 . .. ,... SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE 8/5/2009 C:\HASS74\C3536 P-2 SDF JOB TITLE LA COSTA GREENS PLAN #2 TWO HEAD CALC- FAMILY ROOM WATER SUPPLY ANALYSIS . . Static: 65.00 psi Resid: 59.00 psi Flow: 500.0 gpm. 80. 70. 1 60. G A. U 2 G 50. E P 40. R E S 30. S U R E 20. p 10. S i 0. -14. U 0. LEGEND j Available pressure 64.. 96 psi @ 31.3 gpm Required pressure 54.13 psi @ 31.3 gpm Source Supply Curve System Demand Curve II Ej 0C300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 8/5/2009 -j- - C \HASS74\C3536 P-2 SDF - JOB HEAD CALC- FANILYROOM - --,-.----.- - WATER SUPPLY-CURVE 72+ 66+ 0\\\\ I \\\\ I \\\\\ 60+ I * <-59.0 psi @ 500 gpm Flow Test Point 54X P 48+ R I E I S I S 42+ U I R I E I 36+ ( P 1 S I I 30+ 24+ 18+ 12+ LEGEND X = Required Water Supply I 54.13 psi @ 31.3 gpm 6+ I 0 = Available Water Supply " I 64.96 psi @ 31.3 gpm 0++-+----+----+-----+------+ ---------------------------------------- 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 8/5/2009;. . C:\HASS74\C3536 P-3.SDF JOB TITLE LA COSTA GREENS PLAN #3 TWO HEAD CALC- M BEDROOM WATER SUPPLY DATA . . SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (.GPM) (PSI) 1 65.0 59.0 500.0 65.0 .31.2 56.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 . SOURCE 56.8 31.2 2 0.0 - - - - 41.5 - - - 2A 0.0 - - - - 37.5 - - - 3A 0.0 HOSE STREAM 36.2 5.0 R 0.0 - - - - 34.6 -- - P 0.0 - - - - 30.6 3B 0.0 - - - - 27.5 - - - 3 0.5 - - - - 25.2 - - - 4 3.5 - - - - 23.4 - - - 5 9.5 - - - - 18.8 - - - 6 20.0 - - - - 10.3 - - - 7 20.0 - - - - 7.4 - - - 7A 19.5 K= 4.90 70 13.0 8 9.5 - - - - 18.8 . - - - 8A 19.5 K= 4.90 7.2 13.1 9 . 9.5 - - - - 18.8 - - - 9A 9.0 - - - - 19.0 - - - 10A . 9.0 - - - - 19.0 - - - / SPRINKLER SYSTEM HYDRAULIC ANALYSIS ' Page 2 DATE: 8/5/2009 C:\HASS74\C3536 P-3.SDF JOB TITLE: LA COSTA GREENS PLAN #3-TWO HEAD CALC- M. BEDROOM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.2 0.995 FL 50.00 FE' 15.3 1 0.0 SRCE 56.8 (N/A) 12.9 150 FTG TLG PE 0.0 2 0.0 0.0 41.5 0.0 0.253 TL 60.50 PV Pipe: 2 FIXED PRESSURE LOSS 'DEVICE 2 0.0 0.0 41.5 0.0 4.0 psi, 31.1 gpm 2A 0.0 0.0 37.5 0.0 Pipe: 3 31.1 1.025 PL 1.00 FE' 1.3 2A 0.0 0.0' 37.5 0.0 12.1 150 FTG EL PE 0.0 3A 0.0 H.S. 36.2 5.0 -0.219 TL 6.00 PV Pipe: 4 26.1 1.025 PL 2.00 PF 1.6 1k 0.0 H.S. 36.2 5.0 10.2 150 FTG T FE 0.0 R 0.0 0.0 34.6 0.0 0.158 TL 10.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 1 0.0 34.6 0.0 4.0 psi, 26.1 gpm P 0.0 0.0 30.6 0.0 Pipe: 6 - 26.1 1.360 PL 70.00 FE' 3.1 P 0.0 0.0 30.6 0.0 5.8 150 FTG 4L PE 0.0 3B 0.0 0.0 27.5 0.0 0.040 TL 78.00 PV Pipe: 7 26.1 1.25 FL 10.00 PF 2.0 3B 0.0 0.0 27.5 0.0 6.7 150 FTG T3LC PE -0.2 3 0.5 0.0 25.2 0.0 0.057 TL 36.00 PV Pipe: 8 26.1 1.380 FL 3.00 FE' 0.6 3 0.5 0.0 25.2 0.0 5.6 120 FTG C FE -1.3 4 3.5 0.0 23.4 0.0 0.056 TL 10.00 PV Pipe: 9 26.1 1.394 PL 30.50 PF 2.0 4 3.5 0.0 23.4 0.0 5.5 150 FTG 2ET3R FE -2.6 5 9.5 0.0 18.8 0.0 0.035 TL 55.50 PV Pipe: 10 26.1 1.101 PL 14.50 FE' 4.0 5 9.5 0.0 18.8 0.0 8.8 150 FTG 2ET2R PE -4.5 6 20.0 0.0 10.3 0.0 0.112 TL 35.50 PV Pipe: 11 16.3 1.101 FL 42.50 PF 2.9 6 20.0 0.0 10.3 0.0 5.5 150 FTG 3T6R PE 0.0 7 20.0 0.0 7.4 0.0 0.046 TL 63.50 PV Pipe: 12 13.0 1.101 PL 4.50 PF 0.5 7 20.0 0.0 7.4 0.0 4.4 150 FTG ETR FE 0.2 7A 19.5 4.9 7.0 13.0 0.031 TL 17.50 PV .1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/5/2009 S C:\HASS74\C3536P-3.SDF JOB TITLE LA COSTA GREENS PLAN #3 TWO HEAD CALC- M BEDROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 13.1 1.101 PL 6.00 PF 0.4 7 20.0 0.0 7.4 0.0 4.4 150 FTG TR PE 0.2 8A 19.5 4.9 7.2 13.1 0.031 TL 12.00 PV Pipe: 14 -9.9 .1.101 PL 112.00 PF 2.9 7 20.0 0.0 7.4 0.0 3.3 150 FTG 4E4T PE 0.0 6 20.0 0.0 10.3 0.0 0.018 TL 160.00 PV Pipe: 15 0.0 1.394 PL 39.00 PF 0.0 5 9.5 0.0 18.8 0.0 0.0 150 FTG T4R PE 0.0 8 9.5 0.0 18.8 0.0 0.000 TL 49.00 PV Pipe: 16 0.0 1.101 PL 43.00 PF 0.0 8 9.5 0.0 18.8 0.0 0.0 150 FTG 4ET5R PE 0.0 9 9.5 0.0 18.8 0.0 0.000 TL 81.00 PV Pipe: 17 0.0 1.101 PL 0.50 PF 0.0 9 9.5 0.0 18.8 0.0 0.0 150 FTG TR PE 0.2 9A 9.0 0.0 19.0 0.0 0.000 TL 6.50 PV Pipe: 18 0.0 1.101 PL 12.00 PF 0.0 9 9.5 0.0 18.8 0.0 0.0 150 FTG ER PE 0.2 10A 9.0 0.0 19.0 0.0 0.000 TL 20.00 PV NOTES (I-lASS) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.077 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP } SPRINKLER SYSTEM HYDRAULIC-ANALYSIS -. Page -4 DAT 8/5/2909 .' .. C:\HASS74\C3536 P-3.SDF J0B TITLE: LA COSTA GREENS PLAN -#3 TWO HEAD CALC- -M. BEDROOM -- . - - PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee . 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G -A D Ell Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 - Diameter Equivalent Fitting Lengths in Feet. (in) E T L C B- G A D Ell Tee 1.360 5.00 9.00 2.00 11.00 6.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 LEGEND 19 Available pressure 64.96 psi @.31.2 gpm 2 A Required pressure 56.83 psi @ 31.2 gpm Source Supply Curve System Demand Curve 70. 1 60. G A 2 U . G 50. E ' P 40. R E 30. S U R E 20. p 10. S 1 LII -14. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE:.8/5/2009 C:\HASS74\C3536 F-3.SDF JOB TITLE-:-LA COSTA GREENSPLAN#3TWO HEAD CALC- M. BEDROOM WATER SUPPLY ANALYSIS Static: 65.00 psi Resid: 59.00 psi Flow: 500.0 gpm 20(300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 8/5/2009 C \HASS74\C3536 P-3 SDF JOB TITLE LA COSTA GREENS PLAN #3 TWO HEAD CALC- M BEDROOM WATER SUPPLY CURVE' 72+ 66+ 0\'\\\ I \\\\ I \\\\\ 60+ \\\\ I * <-59.0 psi @ 500 gpm X Flow Test Point 54+ P 48+ RI E I S I S 42+ U I R I E I 36+ ( I P I S I I 30+ ) I 24+ 18+ ' 12+ LEGEND I X = Required Water Supply I 56.83 psi @ 31.2 gpm If 6+ 0 = Available Water Supply " I 64.96 psi @ 31.2 gpm 0++-+---+----+-----+ ------+ ---------+--------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS' Page .1 DATE: 8/5/2009 C:\HAS874\C3536 P-3.SDF :JOB TITLE: LKCOSTA:GREENS PLAN #3 TWO HEAD CA-LC- KITCHEN. - WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D 00 NODE PRESS. PRESS. PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 65.0 59.0 500.0 65.0 31.4 56.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.4 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.4 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 56.7 31.4 2 0.0 - - - - 41.2 - - - 2A 0.0 - - - - 37.2 - - - 3A 0.0 HOSE STREAM 35.9 5.0 R 0.0 - -' -- 34.3 P 0.0 - - - 30.3 - - - 3B 0.0 - - - - 27.1 3 0.5 - - - - 24.8 4 3.5 - - - - 23.0 - - - 5 9.5 - - - - 18.4 - - - 6 20.0 - - - - 13.8 - - - 7 20.0 - - - - 13.8 - - - 7A 19.5 - - - - 14.1 - - - 8 9.5 - - - - 16.6 - - - 8A 19.5 - - - - 14.1 - - - 9 9.5 - - - - 7.4 - - - 9A 9.0 K= 4.90 7.4 13.4 10A 9.0 K= 4.90 7.0 13.0 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/5/2009 C:\FIASS74\C3536 P-3.SDF JOB TITLE: LA COSTA GREENS PLAN #3 TWO HEAD CALC- KI-TCHEN PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.4 0.995 FL 50.00 PF 15.5 1 0.0 SRCE 56.7 (N/A) 12.9 150 FTG TLG PE 0.0 2 0.0 0.0 41.2 0.0. 0.256 TL 60.50 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 41.2 0.0 4.0 psi, 31.4 gprn 2A 0.0 0.0 37.2 0.0 Pipe: 3 31.4 1.025 FL 1.00 FE' 1.3 2A 0.0 0.0 37.2 0.0 12.2 150 FTG EL FE 0.0 3A 0.0 H.S. 35.9 5.0 0.222 TL 6.00 PV Pipe: 4 26.4 1.025 PL 2.00 FE' 1.6 3A 0.0 H.S. 35.9 5.0 10.3 150 FTG T PE 0.0 R 0.0 0.0 34.3 0.0 0.161 TL 10.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 34.3 0.0 4.0 psi, 26.4 gpm P 0.0 0.0 30.3 0.0 Pipe: 6 26.4 1.360 FL 70.00 FE' 3.2 P 0.0 0.0 30.3 0.0 5.8 150 FTG 4L FE 0.0 3B 0.0 0.0 27.1 0.0 0.041 TL 78.00 PV Pipe: 7 26.4 1.265 FL 10.00 FE' 2.1 3B 0.0 0.0 27.1 0.0 6.7 150 FTG T3LC FE -0.2 3 0.5 0.0 24.8 0.0 0.058 TL 36.00 PV Pipe: 8 . 26.4 1.380 FL 3.00 FE' 0.6 3 0.5 0.0 24.8 0.0 5.7 120 FTG C PE -1.3 4 3.5 0.0 23.0 0.0 0.057 TL 10.00 PV Pipe: 26.4 1.394 PL 30.50 FE' 2.0 4 3.5 0.0 23.0 0.0 5.5 . 150 FTG 2ET3R FE -2.6 5 9.5 0.0 18.4 0.0 0.036 TL 55.50 PV Pipe: 10 0.0 1.101 FL 14.50 FE' 0.0 5 9.5 0.0 18.4 0.0 0.0 150 FTG 2ET2R FE -4.5 6 20.0 0.0 13.8 0.0 0.000 TL 35.50 PV Pipe: 11 0..0 1.101 FL 42.50 FE' 0.0 6 20.0 0.0 13.8 0.0 0.0 150 FTG 3T6R FE 0.0 7 20.0. 0.0 13.8 0.0 0.000 TL 63.50 PV Pipe: 12 0.0 1.101 FL 4.50 PF 0.0 7 20.0 0.0 13.8 0.0 0.0 150 FTG ETR FE 0.2 7A 19.5 0.0 14.1 0.0 0.000 TL 17.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 8/5/2009 C:\HASS74\C3536 P-3.SDF JOB TITLE: LA COSTA GREENS PLAN #3 TWO HEAD CALC- KITCHEN - PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 0.0 1.101 PL 6.00 PF 0.0 7 20.0 0.0 13.8 0.0 0.0 150 FTG TR PE 0.2 8A 19.5 0.0 14.1 0.0 0.000 TL 12.00 PV Pipe: 14 0.0 1.101 PL 112.00 PF 0.0 7 20.0 0.0 13.8 0.0 0.0 150 FTG 4E4T PE 0.0 6 20.0 0.0 13.8 0.0 0.000 TL 160.00 PV Pipe: 15 26.4 1.394 PL 39.00 PF 1.8 5 9.5 0.0 18.4 0.0 5.5 150 FTG •T4R PE 0.0 8 9.5 0.0 16.6 0.0 0.036 TL 49.00 PV Pipe: 16 26.4 1.101 PL 43.00 PF 9.2 8 9.5 0.0 16.6 0.0 8.9 150 FTG 4ET5R PE 0.0 9 9.5 0.0 7.4 0.0 0.113 TL 81.00 PV Pipe: 17 13.4 1.101 -PL 0.50 PF 0.2 9 9.5 0.0 7.4 .0.0 4.5 150 FTG TR PE 0.2 9A 9.0 4.9 7.4 13.4 0.032 TL 6.50 PV Pipe: 18 13.0 1.101 PL 12.00 PF 0.6 9 9.5 0.0 7.4 0.0 4.4 150 FTG ER PE 0.2 10A 9.0 4.9 7.0 13.0 0.031 TL 20.00 PV NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any nodeof 0.061 gpm. S Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.P.IP I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page .4 DATE: 8/5/2009 C:\HASS74\C35'36. P-3.SDF JOB TITLE LA COSTA GREENS PLAN #3 TWO HEAD CALC- KITCHEN PAGE: A MATERIAL: SCH40 HWC: 120 Diameter 0 Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 2.00 0.00 0.00 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.360 5.00 9.00 2.00 11.00 6.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T - L C B G A D Ell Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/5/2009 C:\HASS74\C3536 P-3.SDF JOB TITLE: LA COSTA GREENS PLAN -#3 TWO HEAD CALC-KITCHEN S WATER SUPPLY ANALYSIS Static: 65.00 psi Resid: 59.00 psi Flow: 500.0 gpm E:1,Ws] LEGEND 70.0 1 60.0 G A 2 U G 50.0 E P 40.0 R E S 30.0 S U R E 20.0 Available pressure 64.96 psi @ 31.4 gpm Required pressure 56.75 psi @ 31.4 gpm Source Supply Curve System Demand Curve p 10.0 S i 0.0 -14.7 I 1 I 1 1 S I 20000 400 500 600 700 800 900 1000 FLOW (GPM) 7SPRINKLER SYSTEM HYDRAULI ANALYSIS Page 6 DATE -8/5/2009 -- - C \HA5574\C3536 P-3 SDF -J69 LF,;:;il~A,,COSTK4GREENS.,~PtAN-#3 TWO -'HEAD, -WATER-SUPPLYVCURVE . V 66+- 0\\\\ I \\\\ I \\\\\ 60+ \\\\ * <-59.0 psi @ 500 gpm X Flow Test Point 54+ P 48+ R I E V S I S 42+- U I R E I 36+ ( I P S I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply 56.75 psi @ 31.4 gpm 6+ I 0 = Available Water Supply " I 64.96 psi @ 31.4 gpm 0++-+---+----+-----+ ------+ --------+--------+ ---------+ -----------+ 200 300 400 500 600 700 - 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1' DATE 8/5/2009 S C:\HASS74\C3536P-4.SbF JOB TITLE LA COSTA GREENS PLAN 44 TWO HEAD CALC- M BEDROOM WATER SUPPLY DATA - SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 65.0 59.0 500.0 65.0 31.3 54.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.3 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE' (FT) (PSI) (GPM) 1 0.0 SOURCE 54.7 31.3 2 0.0 - - - - 39.3 5 - - - 2A 0.0 - - - - 35.3 - - - 3A 0.0 HOSE STREAM 34.0 5.0 R 0.0 - - - - 32.4 P 0.0 - - - - 28.4 - - - 38 0.0 - --- 25.6 3 0.5 - - - - 23.3 - - - 4 3.5 - - - - 21.4 - - - 5 9.5 - - - - 16.5 - - - 6 20.0 - - - - 10.1. 7 20.0 - - - - 7.3 - - - 7A 19.5 K= 4.90 7.0 13.0 8 20.0 - - - - 7.3 - - - 8A 19.5 K= 4.90 7.3 13.3 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 8/5/2009 C:\HASS74\C3536 P-4.SDF JOB TITLE: LA COSTA GREENS PLAN #4 TWO HEAD CALC- M. BEDROOM PIPE DATA PIPE TAG Q(GPM). DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.3 0.995 PL 50.00 PF 15.4 1 0.0 SRCE 54.7 (N/A) 12.9 150 FTG TLG FE 0.0 2 0.0 0.0 39.3 0.0 0.255 TL 60.50 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 39.3 0.0 4.0 psi, 31.2 gpm 2A 0.0 0.0 35.3 0.0 Pipe: 3 31.3 1.025 PL 1.00 PF 1.3 2A 0.0 0.0 35.3 0.0 12.2 150 FTG EL PE 0.0 3A 0.0 H.S. 34.0 5.0 0.220 TL 6.00 PV Pipe: 4 26.3 1.025 FL 2.00 PF 1.6 3A 0.0 H.S. 34.0 5.0 10.2 150 -FTG T PE 0.0 R 0.0 0.0 32.4 0.0 0.160 TL 10.00 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE R 0.0 0.0 32.4 0.0 4.0 psi, 26.2 gpm P 0.0 0.0 28.4 0.0 Pipe: 6 26.3 1.360 FL 70.00 PF 2.8 P 0.0 0.0 28.4 0.0 5.8 150 FTG ---- FE 0.0 3B 0.0 0.0 25.6 0.0 0.040 TL 70.00 PV Pipe: 7 26.3 1.265 FL 10.00 PF 2.1 3B 0.0 0.0 25.6 0.0 6.7 150 FTG T3LC PE -0.2 3 0.5 0.0 23.3 0.0 0.057 TL 36.00 PV Pipe: 8 26.3 1.380 FL 3.00 PF 0.6 3 0.5 0.0 23.3 0.0 5.6 120 FTG C PE -1.3 4 3.5 0.0 21.4 0.0 0.057 TL 10.00 PV Pipe: 9 26.3 1.394 FL 36.50 PF 2.3 4 3.5 0.0 - 21.4 0.0 5.5 150 FTG E3T3R PE -2.6 5 . 9.5 0.0 16.5 0.0 0.036 TL' 65.50 PV Pipe: 10 26.3 1.394 FL 22.50 FE' 1.8 5 9.5 0.0 16.5 0.0 5.5 150 FTG 2E2TR FE -4.5 6 20.0 0.0 10.1 0.0 0.036 TL 51.50 PV Pipe: 11 15.3 1.101 FL 47.00 PF 2.7 6 20.0 0.0 10.1 0.0 5.2 150 FTG ET7R FE 0.0 7 20.0 0.0 7.3 0.0 0.042 TL 66.00 PV Pipe: 12 13.0 1.101. FL 4.00 PF 0.5 7 20.0 0.0 7.3 0.0 4.4 150 FTG ETR PE 0.2 7A 19.5 4.9 7.0 13.0 0.031 TL 17.00 PV ( SPRINKLER SYSTEM HYDRAULIC ANALYSIS : Page 3 DATE: 8/5/2009 C:\HASS74\C3536.P,-4.SDF JOB TITLE: Lk-COSTA GREENS PLAN #4 -TWO HEAD CALC- M.BEDROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 2.3 1.101 PL 5.50 PF 0.0 7 20.0 0.0 7.3 0.0 0.8 150 FTG R FE 0.0 8 20.0 0.0 7.3 0.0 0.001 TL 6.50 PV Pipe: 14 13.3 1.101 FL 0.50 PF 0.2 8 20.0 0.0 7.3 0.0 4.5 150 FTG TR FE 0.2 8A 19.5 4.9 7.3 13.3 0.032 TL 6.50 PV Pipe: 15 -11.0 1.101 FL 88.00 PF 2.7 8 20.0 0.0 7.3 0.0 3.7 150 FTG 2E4TR PE 0.0 6 20.0 0.0 10.1 0.0 0.022 TL 123.00 PV NOTES (HASS) Calculations were performed by the HASS 8.0 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 The system has been calculated to provide an average - imbalance at each node of 0.010 gpm and a maximum imbalance at any node of 0.134 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12-.9 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: A MATERIAL: SCH40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L - Lii Tee TEERUN COUFLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00' 1.00 2.00 0.00 2.00 p ': •' ., . SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE 8/5/2009 .. C:\HASS74\C3536 P-4 SDF "JPB:TITLE: LA COSTA GREENSPLAN'.#4' TWO--'HEAD CALC- M. BEDROOM . 'PAGE: I MATERIAL: CPPR-L' HWC: 150 Diameter . Equivalent Fitting Lengths in Feet : .. (in) E T L C B G A D . Eli Tee 1.025 3.00 8.00 2.00 8.00 2.00 '2.00 0.00 0.00 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee " 1.360 5.00 9.00 2.00 11.00 6.00 2.00 0.00 0.00 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee . L 0.995 . 2.00 6.00 1.50 0.00 0.00 3.00 0.00 : 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 8/5/2009 C:\HASS74\C3536 P-4.SDF JOB TITLE: LA COSTA GREENS PLAN #4 TWO HEAD CkLC- M. BEDROOM WATER SUPPLY ANALYSIS Static: 65.00 Psi Resid: 59.00 psi Flow: 500.0 gpm ROM LEGEND 70. 1 60. G A 2 U G 50. E P 40. R E 30. S U R E 20. P 10. S i 0. Ell Available pressure 64.96 psi @ 31.3 gpm Required pressure 54.74 psi @ 31.3 gpm Source Supply Curve System Demand Curve -1.4.71 1 I I I 20000 400 500 600 700 800 900 1000 FLOW (GPM) .fr SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE 8/5/2009 C:\HASS74\C3536 P-4 SDF JOB TITLE LA COSTA GREENS PLAN #4 TWO HEAD CALC- M BEDROOM WATER SUPPLY CURVE 72+ 66+ 0\\\\ \\\\\ S 60+ \\\\ * <-59.0 psi @ 500 gpm I Flow Test Point 54X P 48+ R I E S I S 42+ U I R I E I 36+ P I S I 130-I- ) I 24+ 18+ 12+ LEGEND I 'I I X = Required Water Supply I 54.74 psi @ 31.3 gpm 6-4- - I 0 = Available Water Supply I 64.96 psi @ 31.3 gpm + ------+ --------+ --------+ ---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) heIiabI Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model Fl FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewall - HSW 1 Deflector Listings & Approvals Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories of Canada (ULC) Certified by FM Approvals Loss Prevention Council (LPC, UK) NYC BS&A No. 587-75-SA Meets MIL-S-901C and MIL-STD 167-1 Verband der Schadenversicherer (VdS, Germany) NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to Model FIFR Vertical Sidewall Sprinklers. Product Description Reliable Models F1FR and F1FR Recessed Sprinklers arc quick response sprinklers which combine the durability 01 a standard sprinkler with the utractive low profile of a decorative sprinkler. The Models F 1 FR and F 1 R Recessed automatic spnnkters utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response tir' x s in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F 1 FR and F 1 FR Recessed sprinklers to apply water to a lire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically scaled inside a precisely manu- factured glass capsule. Ihis glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble As heat is applied, the liquid ex- Bulletin 136 Rev.O Model Fl FR Model FIFR Recessed Quick Response Sprinklers Upright Pendent Vertical Sidewall conventional Horizontal Sidewall Recessed Pendent HSW 1 Deflector (Model FP Shown) pands. forcing the bubble tnaller and smaller as the liquid pressure increases. Con t'fli jed heating forces the liquid tO push out against the h''i causing the glass to sha1ler opening the waterway a I mowing the deflector to distrb ute the discharging wale Application Quick response sprir'-.e; are used in fixed fire prol(,,: tion systems: Wet. Dry. 1)ege or Preaction. Care must no exercised that the orifice, temperature rating, deflector style and sprinkler type ,.ir in accordance with the latest published standards of te National Fire Protection A,-,,o ciation or the approving Authority Having Jurisdiction Quick response sprinklers .re intended for installation as specified in NFPA 13. FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. w 9- CD () a) CD 0 The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive. El msford, New York 10523 Conventional / ',',' "( O' H CAnS' SPRV'd<L(R 8055 I rcc or ;o crvc TE if r''' ('7. 2nn) • J6,co (7 RcrrR '0 " 8 #2 (SC#,"C'.(0 &-14 'ABLE roft '.PP808LS .a'O O"SS. Model FIFR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench Sprinkler Type 1 K Factor - Sprinkler Height Approval Organization Sprinkler identification US Metric Numb1r(SIN) Standard-Upright (SSU and Pendent (SSP) Deflectors Marked to Indicate Position )" (15mm) Standard Orifice with )" NPT (RX) Thread 5.6 1 80 2.2" (56mm) 1.2,3,4,5,6.7 p3625W P3615 <; (20mm) Large Orifice with %" NPT (R)Thread 8.0 115 2.3" (58mm) 1,2,3,4,7,8 A3622' 83612 17mm)SrnaIIOcewi1h'"NPT(R.)Thread 4.2 60 22"(56mm) 1,2,8 R3623" 83613 P" (10mm) Small Orifice with X" NPT (R))Thread 2.8 40 2.2"(56mm) 1,2,8 8362111 R361 i l0mm Orifice xLH with R%"Thread 4.2 60 56mm 4,6,7 83624 R3614 Conventional-Install in Updqht or Pendent Position 10mm Orifice XLH with R% Thread 4.2 60 56mm 83674 15mm Standard Orifice with NPT (R) Thread 5.6 80 56mm 4,6,7 P3675 7(mlarae0riflcewith/4"NPT(R3/4Thread 8.0 - 115 56mm 4.7 R3672 I Polyester coated upright UL and ULC listed corrosion resistant. Upright --_Pendent Model FIFR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Thread ' K Factor Sprinkler ApprovaI1 Sprinkler tdentif Orifice Size Height Organizations Number (SI US Metric (15mm) NPT (R'/?) 5.6 80 2.2- (56mm) 1.2.3.4.5.7.8 83615 NPT (R3/4) 8.0 ItS 2.3" (58mm) 1.2.3.8 P3612 ___NPT (RI/2) IfL"3 4.2 60 22(56mm) L2 P361 NPT (R'/2) 2.2" (56mm) 1.2.8 83611 (10mm) 2.8 40 10mm 4.2 60 56mm 4,7 P3614 Peter to escutcheon ciaia table for approvals and dimensions 2. Vertical Sidewall US Patent No. 6,374,920 A V Model FIFR Quick Réspönse Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright orPendent Approval Type: Light Hazard Occupancy III+ii'in flf Nominal Orifice Thread Size 1< Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US I Metric W NPT (R) 5.6 80 2.2" (56mm) 1,2,3.6.8 15mm ½NPT(RY2) 5.6 80 2.2"(56mm) 4 R3685 LPC Approval is for Pendent position only. Orientation Deflector to Ceiling Dimension (Mm. - Max.) Upright 4" - 12 (102mm - 305mm) Pendent 6" - 12" (152mm - 305mm) I Model FIFR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations K Factor and Type of Approval Sprinkler Nominal Thread Sprinkler Identification Number (SIN) I Light Ordinary Orifice Size US Metric Length Hazard Hazard ) (15mm) 4" NPT(R½) 5.6 80 2.63" (67mm) 1.2.3.5.8 1.2.5.8 R3635 NOTE: UL. ULC and MEA Listing permits use with Fl or F2 recessed escutcheon. Cf OF FIT!,N1 r ._..... W.ILL DIMENSION E 01.1 ' RII)LCCR -41 - 1:4 I /-q _J I,,,! ..OLL4R UNTIL ICIlY ,IG.4IN5r SPRINKLER ,. WRENCH BOSS. . (,,JUSIMEVr ' (:) REFER TQ EScurHcEoN DATA TABLE FOR APPROVALS AND DIMENSIONS. Horizontal Sidewall 3. . , - Installation - - Qkreonse are interded for as ---- fie vacuuming---Remove any.spnnkler which has been spnnklés installaon speôifid in NFPA 13, FM Global Loss Prevention Data Sheet - painted (other than factory applied) or damaged in any 2-8N oi3OtheiaipIicable ständards Quick response spnn- wày. A stock of spare sprinklers shduld be maintained to kiers and standard response sprinklers should not be inter- - - allow quick -replacement of damaged or operated sprin-. mixed. - klers. Prior to installation, sprinklers should be maintained The Model Fl FR Recessed Quick Response Sprinklers are to in the original cartons and packaing until used to mini- be installed as shown. The Model Fl or F2 Escutcheons iflus- mize the potential for damage to sprinklers that would trated are the only recessed escutcheons to be used with the cause improper operation or non-operation. Model F1FR Sprinklers. The use of any other recessed escutch- Sprinkler Types eon will void all approvals and negate all warranties. ' Standard Upright When installing Model F1FR Sprinklers, use the Model DSpn- kier Wrench. When installing Model Fl FR Recessed Pendent or Standard Pendent SidallSprinkiers, use the Model GFRl Sprinkler Wrench. My Conventional other type of wrench may damage these sprinklers. Sidewall (Vertical, Horizontal HSW1) Glass bulb spnnklers have orange bulb protectors to minimize Recessed Pendent bulb damage during shipping, handling and installation. RE Recessed Horizontal Sidewall HSW1 MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM is PLA ED IN SERVICE FOR FIRE PRoTECTION. Re- n-oval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color "C _F_ Ordinary 57 135 I00°F(38"C) Orange Ordinary 68 155 100°F(38°C) Red Intermediate 79 175 150-F (66-C) Yellow Intermediate 93 200 150°F (66"C) Green High 141 286 225°F(107"C) Blue (11 Not available for recessed sprinklers. Escutcheon Data Escueon Face o fFitting Model Appir~Acliusime"tDimensionto Ceding or Wafl Dimension - Fl 1,2.4.8 Max Recess (38.1mm) 36 - Min Recess 3<" (&nm - 24rrm) (19.1mm) 1/4 " F2 1.2.3,4.5.7.8 Max Recess (38.1mm) V -. - .. 6 Min Recess <6 (Enni- 17rrrt) (24mm) FP 1.2 Max Recessed "'6 1)(38.1m) ______ (11mm) _______ 1,2 Min Recessed y 6 1"(25.4rm) Push Thread-off (24mm) No Dimensional Figure for FP Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- Standard Finishes Sprinkler Escutcheon Bronze ' Brass Chrome Plated Chrome Plated 13) White Polyester Coated (4) White Painted Special Application Finishes. Sprinkler . Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off While Oft White Satin chrome Satin chrome (I) Other finishes and colors are available on special order. Consult the factory for details. FM Approvals is limited to bronze and brass, chrome or black plated finishes only. FP Push-on/Thread-off escutcheon. 4) UL and uLc listed corrosion resistance. SIN numbers: R3621, R3622, R3623, R3625. Note: For y" orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Note: When Model F1FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable nave been protecting life and property for over 80 years. and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the united States. Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co.. Inc. Recycled Paper (800)431-1588 Sales Offices Reliabld (800)848-6051 Sates Fax Revision tines indicate updated or new data (914)829-2042 corporate Offices ww.refiablespri'iktwca1 Internet Address CO. Printed in U.S.A. i.vr P1149999970027 tfl Upright Vertical Sidewall Pendent Conventional .; Horizontal Sidewall Recessed Pendent Extended Coverage Recessed Extended Pendent Coverage Pendent At normal temperatures, the glass bulb contains the fluid in both the liquid phase and in the vapor phase. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distribute the discharging water. The Fl Sprinkler temperature rating is identified by the color of the glass bulb capsule as well as frame color where applicable. Bulletin 117 Rev.S ne'liabi Model Fl Model Fl Recessed Standard Response Sprinklers The Designer® Model Fl Sprinkler Standard Upright Standard Pendent Extended Coverage Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW1 Deflector The Designer®Il Model Fl Recessed Sprinkler Recessed Pendent Recessed Extended Coverage Pendent Approval Organizations Underwriters Laboratories Inc. Underwriters Laboratories of Canada Factory Mutual Research Corp. Loss Prevention Council NYC BS&A No. 587-75-SA Pleniere Assemblee Verband der Schadenversicherer NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open (VNIV) Patents: U.S. Patent No. 6,374,92 Applies to Model Fl Vertical Sidewall Sprinklers. Product Description The Fl Glass Bulb Sprinkler combines the durability of a standard sprinkler with the attractive low profile of a decorative .sprinkler. Whether installed on exposed piping or in an office ceiling, it is functional and attractive. The Horizontal and Vertical Sidewal Sprinklers provide an equally attractive appearance when ceiling piping cannot be used. Beautifully versatile is the description for the Reliable Model Fl Recessed Designer glass bulb sprinkler. Recessing The Designer® enhances its already low profile decorative appearance, and facilitates a rapd and perfect installation. Model Fl Recessed Designers escutcheon is highly adjustable. The two piece construction makes field installation a very easy and rapid task. This also allows ceiling panels to later be removed without shutting down the fire protection system, thus facilitating maintenance of above ceiling services. The Designer® Automatic Sprinkler utilizes a frangible glass bulb. The glass bulb Consists of an accurately controlled amount of special fluid hermetically sealed inside of a precisely manufactured glass capsule. This glass bulb is specially constructed to provide fast thermal response. The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York, 10523 Model Fl Upright, Pendent & Conventional Sprinklers Installation Wrench: Model 0 Sprinkler Wrench uprignt Pendent Conventional Installation Data: Sprinkler Identification Numbers Nominal ofl1flI K Factor i Sprinkler Approval (SIN) Orifice Thread Size I Height Organization r US icLJ [ Upright ._L Penden_t__ Standard-Upright (SSU) and pendent Deflectors Marked to Indicate Position 5.6 80 1.2,3,4.56.7 01725i41 01715 (15mm) (56mm) ..... ,,m._.L -. —. .......... 01712 /1 NPT , 2.2 ................7 — ....(56mm)" 17!32' % NPT 80 2 3 (20mm) (03/4) ( 7/16' NPT 4.2 1)0 1.2.0 R1723 01713 11mm) (56mm) r 2.8 40 1,28 R1721' . (10mm) (Ri/2) (65mm) @ 4.2.60 56.nui 4.6.7 j R1724 0171 Convenmmonal.InstaII in Upright or Pendent POSIIIOO iOmrnXLH R3/8 4.2 60 561mm ._.). 1.774.... 1',rnm NPT 01/2 5.6 80 . . Dl) 1mm 4 F,7 01775 20mm ' 41 ,V NPT 8.0 i 115 : 58 mm ii 4,7 01772 LPC Approval up to 286°F (141°C) FM Approval for SSU up to and including 200°F (93°C) only. (F1S5) VdS Approval for Intermediate Response 155°F (68°C) only. Polycoated upright UL and ULC listed corrosion resistant. 2. Model Fl Recessed Pendent Sprinkler Installation Wrench:, Model GFR1 Sprinkler Wrench -2 lIe HOLE OK- (.17 .2m.,) - I— I I5/16 01,4. (49.2mm) ç I - - I K 1/2 R(01,.C(R TURN COLLAR _- [2. 4mm 9 :2. 7mm] UNTIL 110141 AC.QNST SPRINKLER WRENCH 8010 J14' ADjuSTAirNr 00 YN 15116- ,roo 7 27/32 014. (72.2r.vn) Recessed Pendent (1) When installed directly into a tee, the escutcheon dimension's adjustment will be reduced. Installation Data: omina Thread Size - Orifice Nom us Sprinkler Height roval SPnkler deon Organization Numbers (SIN) (15mm) /NPT 5.6 80 (56mm) 1,2,3,4,5.7 R1715 17/32 (20mm) hNPT (R3/4) 8.0 . 2.3' (58mm) 1 .2.3.4 .8 R171 2 (15mm)" WNPT (R1/2) 56 80 2.2' (56mm) 17/32' W NPT 8.0 115 2.3' (20mm)14 (R3/4) i (58mm) 7/16' 1/2 NPT 2.2' 42 1.2.8 R1713 (11 m) . (R1/2) (56mm) WNPT CR112) 2.8 2.2' (56mm) 3/8' 4 0 R1711(10mm) 1.2,8 4.7 R1714 10mm R3/8 4.2 60 56.1mm (2) FM Approval Light Hazard - No Limitations Ordinary Hazard - Groups 1 & 2, Wet Systems only. LPC Approval is for 57°C through 93°C ratings. VdS Approval for Intermediate Response 155F (68°C) only. 3. VI LIL,I .JIUVVQIt Model Fl Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy U.S. Patent No. 6,374,920 Sprinkler Type Deflector to Ceiling Distance J (Mm. - Max.) I Upright 4'(102 m) - 12 (305mm) Pendent 4 (102mm) - 12(305mm) Installation Data: Nominal K Factor Sprinkler Sprinkler Approval Nominal Orifice Thread Size ldtion Metric ___ Height Organizations Numbers N) (15mm) W NPT (R112) 5.6 8.0 2.2 (56.1mm) 1.2.3.4.6.8 A1785 (1) LPC Approval is pendent only, 57°C through 141°C ratings. Model Fl Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench 5 L I :.)sLP •JNT'L —. -- — .555f 5PRINoUrR ROSS. J.u); Horizontal Sidewall Installation Data: Nominal K Facto r . I pprova Orqiations Sprinkler Nominal Thread Size 1 Sprinkler Ordina Identification Orifice US Metric Height Light Hazard Hazard Numbers (SIN) '/2• (15mm) 5.6 80 2.6Y (67mm) 12.3.5 1.2.5 A 1735 Note: UL and ULC Listing permits use with Fl escutcheons, light hazard only. 4. Extended Coverage Pendent Extended Coverage Recessed Model Fl Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model D Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy Coverage Area Pressure Flow Rate Max. Area witii x Length Nominal K=8.0 (115) K=5.6 (80) gpm Umin psi bar psi bar ft. x ft.7 m x m - 26 98.4 10.6 0,7 21.6 1.5 16 x 16 4.9 x 4.9 33 125.0 17.0 1,2 34.7 2,4 18 x 18 5.5 x 5.5 40 151.4 25,0 1.7 51.0 3,5 20x20 6.0x6.0 Installation Data: Nominal Orifice Thread Size Nominal K Factor -1 Sprinkler i Height Approval Temperature Rating Organizations 0F 0c Sprinkler Identification Numbers (SIN) US Metric ( (R 8.0 115 2.2(56mm) 1.2.8 135.155 57,68 R1742 W Y2' mm)t 6 NPT 80 [2.256mm) 1.2.8 135155 , 68 R1745 --I r n vm -- s 1j 1 (1) WhOis installed directly into a tee, the oscutcfloOn dimensions adjustment will be reduced Coverage Area __ .................:___ -.---.------ Pressure Nominal Max. Area Flow Rate .Width x Length K=8.0 (115) I K=5.6 (80) -.---------Umin psi bar bar ftXft[mxm 26 984 10.6 0,7 216 1,5 16 x 16 j 49 x 49 33 I 1250 17.0 1,2 I 34 7 2.4 lOx 18 5.5 x 55 40 I 151 4 S 25.0 1,7 51.0 3.5 20 x20 6.0 x 6.0 lnsthllatlnn Data Nominal Thread Nominal K Factor -- Sprinkler 1 Approval L. ,,i!1perature Rating Sprinkler Orifice Size - US Metric Height Organizations C Identification Numbers (SIN) 17132' 34' NPT 8.0 115 2Z(56mm) 1,2.8 135. 155 L 57.68 111742 (20rn (113/4) W(l5mm) 5.6 80 22-(56.) 1,2,8 135.155 57.68 111745 671 Model Fl Recessed Extended Coverage Pendent Sprinkler Deflector: EC Pendent Installation Wrench: Model GFR1 Sprinkler Wrench Approval Type: Extended Coverage - Light Hazard Occupancy Modal Fl & Fl Recessed Sprinklers Application Model Fl and Fl Recessed sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or Preaction. Care must exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Association or the approving Authority Having Jurisdiction. Installation Model Fl sprinklers are standard response sprinklers intended for installation as specified in NFPA 13. They. must also be installed with the Model D Sprinkler Wrench specifically designed by Reliable for use with these sprinklers. The Model El Recessed Sprinklers are to be installed with a maximum recess of 3/4 inch (19mm). The Model Fl Escutcheon illustrated is the only recessed escutcheon to be used with the Model Fl Pendent and EC Sprinklers. The use of any other recessed escutcheon will void all approvals and negate all warranties. When installing Model El Recessed Pendent and EC Pendent Sprinklers, use the Model GFR1 Sprinkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange covers to protect the bulb during the installation process. REMOVE THIS PROTECTION ONLY AFTER THE SYSTEM HAS BEEN HYDROSTATICALLY TESTED AND, WHEN APPLICABLE, THE ESCUTCHEONS HAVE BEEN INSTALLED. RASCO wrenches are designed to install sprinklers when covers are in place. Maintenance The Models El and Fl Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluid. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Finish (where applicable) Temperature Ratings Classtfication Sprinkler Temperature Maximum Ambient Temperature Bulb Color OF °C °F Ordinary 135 57 100 38 Orange Ordinary 155 68 100 38 Red Intermediate 175 79 150 66 Yellow Intermediate 200 93 150 66 Green High" 286 141 225 107 Blue Extra High1' 360 1 182 300 149 Mauve (1) Not Available for Fl Recessed Patents: U.S. Patent No. 6,374,920 Applies to Model Fl Vertical Sidewall Sprinklers. FinishesW Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Chrome White Polyester Coated 3116' White Painted Special Application Finishes Sprinkler Escutcheon Bright Brass'?' Bright Brass Black Plated Black Plated Black Pant131 Black Paint Off Whit&3 Off White Satin Chrome Satin Chrome Lead Plated1 Wax Cowed"""' Wax _Over _Lead °4 Other Colors and finishes are available on special order. Consult factory for details. 200°F (93°C) maximum. UL and ULC listed, and NYC approved only. 155°F to 200°F (68°C to 93°C) ratings only. 286°F (141°C) sprinklers may be coated for ambient conditions not exceeding 150°F (66°C). UL and ULC listed corrosion resistant SIN numbers: R1721, R1722, R1723 and Rl725. Note: For /2" orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 013. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the united States, Canada and foreign countries. Manufactured by fl The Reliable Automatic Sprinkler Co., Inc. Recycled Paper — ® (800) 431-1588 Sales Offices e ia Revision tines indicate updated or new data www.reliablesprinkler.com Internet Address E.G. Printed in U.S.A. 3107 P/N 9999970011 Bulletin 006 Rev.D — Model RFC43 (SIN RA0612) R e liable Model RFC49 (SIN- RA06I 6) Flat Concealed Residential Sprinklers El, 9- CD 0 0 0) a, A Concealed Residential Sprinkler engineered for a minimum design density of 0.05 gpm/ft2 with low GPM requirements. Features 1. Very low water flow requirements. 2.112" (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 Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) NYC MEA 258-93-E UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC43 and RFC49 Concealed Residential Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC43 and RFC49 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high discharge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacuation time for occupants. The RFC43 and RFC49 Sprinklers provide the best form of fire protection by combining an attractive appearance and 1/2" (13rwn) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC43 and RFC49 are UL Listed Residential Sprinklers to be installed in the residential portions of any occupancy in accordance with NFPA 13,13R, & 13D. The 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 accurately against the ceiling. The fire protection system need not be shut down to adjust or remove the cover plate assembly. Application and Installation The RFC43 and RFC49, for residential installations, use a 165°F (74°C) fusible solder link in a tuning fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and Th Dl;I rwir.I'Ir ('e... Ire,- 1(V2 r1, flr ilmc'fr'rrl fUcia, Vrrt, 1flR')' ing the sprinkler inside to ceiling temperature. The subsequent operation of the solder ruik opens the watetway and causes the deflector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. 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 residential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wall wetting. After a 2 518 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 sprinklecicup assembly and around the hexagonal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLEJRICUP ASSEMBLY, MODEL RFC43 AND RFC49 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Cover assemblies provide up to ç' (13mm) of adjustment Turn the cover clockwise until the flange is in contact with the ceiling. For the push-orhread-off option, the cover assembly is pushed onto the cup and final adjustment is made by turning the cover clockwise until the skirt flange makes full contact with the ceiling. Cover removal requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or negative pressurization but must not be positively pressurized. Inspect all sprinklers after installation to ensure t the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment Temperature Rating r sprinkler Cover Plate Max. Ambient Installation Data: RFC43 (SIN RA0612) Minimum Required Sprinkler Discharge j /2" (15mm) 4.3 . 12 x 12(3.6x3.6) W(15rnm) 4.3 14x 14(4.3x4.3)1 1/2 (15mm) 4.3 16 x 16 (4.9x4.9) (15mm) 4.3 18 x 18(5.5x5.5) ½"(l5mrn) 4.3 20 x 20 6.0.0) Thread Size 1 K Sprinkler inch (mm) Factor Spacing ft Note: 1 bar = 100 Kpa Maximum Minimum Distance i Distance beivvii; to Wall ft. (m) sprinklers, I 6(1.83) I 8(2.43 7(2.13) 8(2.43 8(2.43) 8(2.43) 9(2.74) 8(2.43) 10 (3.05) 8(2.43) ft. (m) . Flow Press. gpm (Lprn) psi (bar) 12 (45) 7.8 (0.54) 13(49) 9.1 (0.63) 13 (49) 9.1(0.63). 18(68) 117.5(1.21) 21 (79) 23.8 (1.64) !.nstallationpata; RFC49(RA0616) Minimum Required Thread Size K Sprinkler Maximum Minimum Sprinkler Discharge inch mm, Factor Fa Spacing ft. (m) Distance Distance between to Wall ft. (rn) sprinklers, ft. (m) Flow ._. ...... Press. gprn (Lpm) psi (bar) I'&" (15mm) 4.9 12 x 12 (3.6x3.6) 6(1.83) 8(2.43) !3(49) 7.0 (0.48) /2' (15mm) 4.9 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 13(49) 7.0 (0.48) '/" (15mm) 4.9 16 x 16 (4.9x4.9) 8(2.43) 8(2.43) 13(49) 7.0 (0.48) 112" (i5r:rr,) 4.9 18 x 18 (5.54.5) 9(2.74) 8(2.43) 7 (64.3) 12.0(0.83) (15rrim) 4.9 20 x 20 (6.0x6.0) - 10(3.05) . 8(2.43) 2C (75.7) 16.7(l.14) Note: 1 bar = 100 Kpa LFOR SLOPED CEILING APPLICATIONS SEE RASCO BULLETIN 035 2. - LUL .inj jjr, _i1Ilrj_ MR11111XIIAN sill uuj1t 135°F (570C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange allowing a 1/2" cover plate adjustment Any secure engagement between. the cover plate and the cup will assure that the dropdown 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 damage, 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 RFC43, SIN RA0612(Bulletin 006) or Model RFC49, SIN RA0616 (Bulletin 006). Model RFC43 and RFC49 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed kv flow residential concealed sprinklers with drop-down deflector and adjustable flat cover plate engineered for a minnitni design density of 0.05 gprTv. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NFl head Thermal element shall consist of an approved black-painted ber'yilkni-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K-factor shall be nominal 4.3 (62.4), having a 7/16" orifice. Temperature rating shall be Ordinary 165°F (741C); cover plate temperature rating to be Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On Feature Cover Plate Finishes " Standard Finishes Chrome White Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome " Other colors and finishes available. Consult factory for details. Note: Paint or any other coatings applied over the factory finish will void all approvals and warranties. x 112- REDUCING TEE OR ELBOW -------r------- [66.7mm] OL4. 24 [58.7mm] DIA - f. _L HOLE IN CEILING CU CEILING [12.7mm]MAX. COVER ADJUSTMENT 1/ .3Dt4. COVER PLATE [84. 1mm] ASSEMBLY SPRINKLER COVER PTE; 1/2" [12.7mm] ADJUSTMENT 2 [50.8mm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION J/16 [4.8mm] 3. •- Rblia*"'ble...For Conipléte Prote c tion Reliable offers a wide selection of sprinkler components. FolkMng are some of the many precision-made Reliable products that guard le and property from fire around the clock Automatic sprinklers Hush automatic sprinklers Recessed automatic sprinklers Concealed automatic sprinklers Adjustable automatic sprinklers Dry automatic sprinklers Intermediate level sprinklers Open sprinklers Spray nozzles Alarm valves Retarding chambers Dry pipe valves Accelerators for dry pipe valves Mechanical sprinkler alarms Electrical sprinkler alarm switches Water flow detectors Deluge valves Detector check valves Check valves Supertrol electrical system Sprinkler emergency cabinets Sprinkler wrenches Sprinkler escutcheons and guards Inspectors test connections Sight drains Ball drips and drum drips. Control valve seals ,AJr maintenance devices PJr compressors Pressure gauges Identification signs Fire department connection I! 11 The euipnienl presented in this bulletin is to be installed in accordance with the Latest pertinent Standards of the National Fire Protection Association. Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governewnt.al codes or ordinances, whenever applicable. Products manufactured and distributed by AEUASIE have been protecting life and property for over 80 years. and are installed and seMced by the most highly qualified and reputable sprinkler contractors located throughout the United States. Canada and foreign countries. Manufactured by; The Reliable Automatic Sprinkler CO.. Inc. Recycled Paper eliabI (800) 431-1588 Sales Offices (800) 848-6051 Sales Fax (914) 829-2042 Corporate Offices Revision lines indicate updated or new data wreiabteortrster,om Internet Address E.G. Printed in USA. 12106 P/N 9999970261 W (20mm) OO7M30T r (50mm)0117M1QTHC Test Cocks ES-007 i#M Job Name Job Location Engineer - Approval - Series 007 Double Check Valve Assemblies Sizes: 1/211 — 3" (15 — 80mm) Series 007 Double Check Valve Assemblies shall be installed at referenced cross-connections to prevent the backilow of pollut- ed water into the potable water supply. Only those cross-con- nections identified by local inspection authorities as non-health hazard shall be allowed the use of an approved double check valve assembly. Check with local authority having jurisdiction regarding vertical orientation, frequency of testing or other installation requirements. The valve shall meet the requirements of ASSE Std. 1015 and AWWA Std. 0510. 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 Cast bronze body construction - - 2 (15 - 50mm) Fused epoxy coated cast iron body - 21/2' - 3 (65 - 80mm) Top mounted ball valve test cocks Low pressure drop No special tools required for servicing 112 - 1 (15 - 25mm) have tee handles Contractor Approval Contractor's P.O. No. Representative First Check Second Check Specifications Module Assembly Module Assembly A Double Check Valve Assembly shall he installed at each noted location. The assembly shall consist of two positive seat- ing 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 assembly shall also include two resilient seated isolation valves; four top mounted, resilient sealed test cocks. The assembly shall meet the requirements of ASSE Std. 1015 and AWWA Std. C5 10. Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern California. Assembly shall be a Watts Series 007. The 007 Series features a modular design concept which facilitates complete maintenance and assembly by retaining the spring load. Now Available WattsBox Insulated Enclosures. For more information, send for literature ES-WB. IMPORTANT INQUIRE WffH GOVERNING AUTHORITIES FOR WCIL IAtSTALL471ON REQUIREMENTS Walls pro sp&ations in U.S. aa$omay tilts aid nlc are approArriale and are poided for tidaics dy. For iterate meaasemalts, iease coniact Waits TKhrocal SeiVa. Wails rewes UE rigid to thange or mc4y product dei. c1iui, eiieofkc2ik or rnaietz YAM- WWA31'S out orior ntatce aid vAtlud iic,iibio any ol1ton to make &icil dimoes aid nicallotat on Walls oroducft cie4oudv or aE,wxjetv As ................................................ A ------------------- E3 9 0 Pressure - Temperature W-2'(15-50mm) Temperature Range: 33°F-1 80°F (0.5°C -82°C). Maximum Working Pressure: 175ps1 (12.1 bar). 21h--3(65-80mm) Temperature Range: 33°F -110°F (05C - 43°C) continuous, - 140°F (6(rC) intermittent. Maximum Working Pressure: 175psi (12.1 bar). Standards ASSE Std. 1015, AWWA Std. C510 IAPMO PS31, CSA B64.5 Approvals L ® cF t ASSE, AWWA, IAPMO, GSA UPC A Approved by the Foundation for Cross-Connection Control and Hydraulic Research at the University of Southern Cahfomia Models LF and S are not listed. UL Classified (LF models only) W -2° (20 - 50mm) (except 007M3LF) UL Classified with OSY gate valves (21h' and 3° horizontal only) Horizontal and vertical "flow up" approval on all sizes Suffix S - bronze strainer LF - withoutshutoffvaives - LH - locking handle ball valves (open position) SH - stainless steel ball valve handles HC - 2W inlet/outlet fire hydrant fittings (2° valve) Prefix: U - Union connections 21/2M - 3 (65 - 80mm) Suffix: NAS - non-rising stem resilient seated gate valves OSY - UL/FM outside stem and yoke resilient seated gate valves LF - without shutoff valves 01-FDA - FDA epoxy coated quarter-turn ball valves Dimensions - Weights Models Sizes 'I? - 2° (15- 50mm) *Subscript °S° = strainer model Suffix NC - Rre Hydrant Fittings dimension 'A" = 231Y (594mm) MllIJ IWO&IIIIIIIIIIII i1Lt11 in. mm A el. mm 8 in, mm hi C mm in, 0 mm 'F hi. inn, 6 hi mm A hi mm I in. mm !L. k. tA0070T /2 15 10 254 45/a 117 2/I6 62 - - 5 127, 3/n 85 2/I6 59 V/is 52 4.5 2 tAOO7M3QT ¼ 20 11¼ 282 4 102 31/8 79 - - &/is 157 3/is 87 2½ 54 1/i 33 5 2.3 tA007M10T 1 25 13¼ 337 5¼ 130 4 102 - - 7½ 191 3% 85 1"A6 43 1"/ie 43 12 5.4 tA007M20T 1¼ 32 16% 416 5 127 35/' 6 84 - - 9½ 241 5 127 3 76 2 50 15 6.8 tA007M20T 1½ 40 163/4 425 41/s 124 3½ 89 - - 91/4 248 5"As 148 No 79 2"/i6 68 15.9 7.2 tA007M10T 2 50 19½ 495 6¼ 159 4 102 - - 133/o 340 6½ 156 31/jo 87 2'Yis 68 25.7 11.7 007Q1-S 112 15 13 330 6 152 2/i 6 62 3 76 5 127 3% 85 2514) 59 2!/i6 52 5.5 2.5 007M30T-S ¼ 20 141h 368 61/a 156 31/a 79 3 76 6/i 157 31/4 87 1 21h 54 1/i 33 6.7 3.1 007M1QT-S 1 25 17Wie 157 73/i 197 4 102 31/4 83 7½ 191 33/8 85 l"/is 43 1'Vi6 43 14 6.4 007M201-S 11/4 32 21½ 546 71/I6 179 3~A6 84 31h 83 9½ 241 5 127 3 76 2 50 19 8.6 007M20T-S 1½ 40 251/4 637 71/16 179 3½ 89 33/4 95 93/4 248 5'/i a 148 1 3½ 79 2"/i6 68 196 8.9 007M1OT-S 2 50 2714 692 81/4 222 4 102 4 102 1 133h 340 -6'/8 156 37/is 87 2"/16 68 315 15.2 In. mm M ft mm U in. mm lbs. As. 21h 65 10 254 61h 165 28 13 3* 80 IN 267 7 178 34 15 Models only Dimensions - Weights Sizesr Ph- —3"i Strainer Dimensions MIDI 1IM Y1I$ VnLt1 A C EM A At mm hi mm In. mm 1,. mm At mm lbs. kgs. 00701-FDA 2½ 65 33¼ 841 63h 162 9Vi6 230 81/4 222 155 70 A 007-14RS 2½ 65 33¼ 841 91A 238 9Vis 230 8314 222 155 70 A• 007-OSY 21h 65 33¼ 841 163/a 416 91/4 230 8P/4 222 158 72 007-01-FDA 3 80 34¼ 867 63h 162 9V16 230 83K 222 155 70 A• 007-NRS 3 80 34¼ 867 10114 260 9Vi6 230 83/4 222 185 84 A 007-OSY 3 80 34¼ 867 18% 479 9Yis 230 8/ 222 185 84 1 UOD7MIQT Sizes: W' - 2 (15 - 50mm) fA1Ii tE4l!IIJ lllMlMU1If. A,. mm A in. mm U0070T ½ 15 12'3/16 326 1J007M201 3/4 20 13'/i 6 350 U007M2QT 1 25 165/e 422 U007M2(l1 11/4 32 203/4 527 IJ007M20T 1½ 40 21½ 546 U007M1OT 2 50 24½ 622 As comptied fthm documented Foundation for Cross-Connection Control and Hydmulic Researth at the University of Southern Caflforna lab tests. * Typical maximum system flow rate (7.5 feet/sec., 2.3 meters/sec.) UL rated flow W (15mm) bm Pa CL .8 12 2 .7 lo Ei 2 0 4 10 12 9PM 0 7.6 15.2 22.8 39.4 38 45.6 tPM 5 7.5 10 195 1.5 2.5 3.0 wps Row baM PSI 2/40 (20mm) * 1.5 22 1.2 18 O 5 10 is 20 25 30 35 40 45 50 gixu 0 19 30 57 76 95 114 133 152 iii 190 tim 7.5 15 IM 3.3 4.6 4198 Row --------- ____l ------ ____l -------- I 'I ___. I • it $1 .., I •..•I 1½40nvn) 2(50mm) tax re .8 12 ..7 90 8 6 2 4 o 25 so 75 169 125 150 175 2603841 0 95 190 285 360 475 570 665 760 1pm 5 73 10 15 1.5 2.3 3.0 4.6 Row ------I 31$ (80mm) 681$ px .7 10 2.4 6 F W *1.1 0.. 0 25 50 75 100 125 150 175 200 725 250 275 303 325 gym 95 195 285 380 475 578 665 760 055 950 1045 1140 12354111 5 73 10 tvs 1.5 3.3 3.0 41011 Flow A Watts Water Technologies Company USA- 815 Chetiut St, No. Andover, MA 01845-6098; www.watts.com Canada: 5435 North Service Ad.. Butlinal.on. OWE UL 51-17: www.wattscanada.ca