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Home My WebLink About3610 GLEN AVE; ; AS130141; PermitCity of Carlsbad Sprinkler Permit Permit No: AS 130141 Job Address: 3610 GLEN AV Permit Type: SPRINK Parcel No: 1683721200 Lot #: 0 Reference No.: PC #: Status: ISSUED Applied 8/14/2013 Approved: 8/17/2013 Issued: 8/17/2013 Inspector: Project Title: PALO VERDE-MODEL IC NEW RES_2054 SF, 65 SF MUDROOM, 484 SF GARAGE—NEW WET PIPE SYSTEM Applicant: INNOVATIVE FIRE PROTECTION INC STE 101 8779 COTTONWOOD AV SANTEE CA (619) 593-8200 (619)593-9133 Owner: CALAVERA HILLS II L L C 12865 POINTE DEL MAR WAY #200 DEL MAR CA Fees ($) Add'l Fees ($) Total ($) Balance ($) 470 0 470 0 ADDRESS LOT # AS# CB# 3610 GLEN AV LOT 100 A5130141 CB130969 3214 GLEN AV LOT 101 AS130142 CB1309761 3618 GLEN AV LOT 102 A5130143 CB130977 3622 GLEN AV LOT 103 AS130144 CB130978 3626 GLEN AV LOT 104 A5130145 CB130979 INNOVATIVE FIRE PROTECTION PALO VERDE PHASE 17 PLAN TYPE STREET# STREET NAME CB# AS# COST PLAN 3630 GLEN AVE 77 CB151012 AS150210V $210.00 PLAN 2 3634 GLEN AVE CB151010 AS150211J $210.00 PLAN 1X 3638 GLEN AVE CB151006 A5150212./ $210.00 PLAN 2 3642 GLEN AVE CB151011 AS150213y $210.00 TOTAL: $840.00 0 0 0 0 g w C, -5•g' D m 11 f1kO Cfl 0 - 0 o U - . CD 0 - 0 CD CD a) z 03 - 0 co CL SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/18,2013 C:\HASS83\C5093 THE FOOTHILLS P1 1HD.SDF JOR1 TITLE: 093 THE FOOTHILLS PLAN 1 WATER SUPPLY DATA SOURCE NODE TAG 1 STATIC RESID. PRESS. PRESS. @ (PSI) (PSI) 92.3 87.8 FLOW AVAIL. TOTAL REQ'D PRESS. @ DEMAND PRESS. (GPM) (PSI) (GPM) (PSI) 500.0 92.3 25.0 49.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) - 1 0.0 SOURCE 49.0 25.0 2 0.0 - - - - 40.3 2A 0.0 - - - - 36.3 - - - 2E 0.0 HOSE STREAM 34.4 5.0 C 2.0 - - - - 32.7 - - - D 2.0 - - - - 26.7 - - - 3A 0.0 - - - - 25.9 3B 1.5 - - - - 24.6 - - - 3 3.5 - - - - 22.9 - - - 4 6.5 - - - - 20.6 - - - 5 11.0 - - - - 17.9 - - - 6 11.0 - - - - 16.3 - - - 6A 9.0 K= 4.90 16.7 20.0 7 11.0 - - - - 16.6 - - - 7A 10.0 - - - - 17.1 - - - 8 11.0 - - - - 16.7 - - - 8A 10.0 - - - - 17.1 - - - 9 11.0 - - - - 17.2 These plaits have bern reviewed for 1 parent errupirarree with 111c Ctr cut applicable rules ;Inc strurdards in trucc ri tile jl.11jsdiown. The oo ncr or corrtraeurr inns nln/e nIii cc- en inn loppoit of an pp1nn1.ori for a hnrldnrg pen unit n ill, the cypress understanding hit thr H-s loo nun Iw yr a relies en the owner of contractor or their prolessunutal curgureer or arc Inricet tor sole rip nt-nhnht Eon 1,011 eorrnpinaitce with said codes arid sir dnu its uncluduig the building code or for any resprrnsibnni Iii dci ciencics. cools, i)niiisslotis or uclrcrrec iii ulrc'c plaits whether or iron rioted i ll this resnew AQ)o l)iL N il 1', RECOMNlhNl) APPRt)VAI. AS *(30145 14 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1 1HD.SDF JOB T-ITLE: C5093 THE FOOTHILLS PLAN 1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 FL 45.00 PF 8.7 1 0.0 SRCE 49.0 (N/A) 10.3 150 FTG TG FE 0.0 2 0.0 0.0 40.3 0.0 0.168 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 40.3 0.0 4.0 psi, 25.0 gprn 2A 0.0 0.0 36.3 0.0 Pipe: 3 25.0 0.995 PL 3.00 PF 1.9 2A 0.0 0.0 36.3 0.0 10.3 150 FTG ET PE 0.0 2B 0.0 H.S. 34.4 5.0 0.168 TL 11.18 PV Pipe: 4 20.0 0.995 FL 3.00 PF 0.9 2B 0.0 H.S. 34.4 5.0 8.3 150 FTG 2E FE -0.9 C 2.0 0.0 32.7 0.0 0.111 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 32.7 0.0 6.0 psi, 20.0 gpm D 2.0 0.0 26.7 0.0 Pipe: 6 20.0 1.610 FL 140.00 PF 1.7 D 2.0 0.0 26.7 0.0 3.2 150 FTG 5L FE 0.9 3A 0.0 0.0 25.9 0.0 0.011 TL 155.11 PV Pipe: 7 20.0 1.265 FL 10.00 PF 0.7 3A 0.0 0.0 25.9 0.0 5.1 150 FTG ET FE -0.6 3B 1.5 0.0 24.6 0.0 0.035 TL 18.90 PV Pipe: 8 20.0 1.101 FL 10.00 PF 0.8 3B 1.5 0.0 24.6 0.0 6.7 150 FTG 2E FE -0.9 3 3.5 0.0 22.9 0.0 0.068 TL 12.00 PV Pipe: 9 20.0 1.049 FL 3.00 PF 1.0 3 3.5 0.0 22.9 0.0 7.4 120 FTG C FE -1.3 4 6.5 0.0 20.6 0.0 0.130 TL 8.00 PV Pipe: 10 20.0 1.101 FL 10.00 PP 0.7 4 6.5 0.0 20.6 0.0 6.7 150 FTG E FE -1.9 5 11.0 0.0 17.9 0.0 0.068 TL 11.00 PV Pipe: 11 11.8 1.101 FL 50.00 PP 1.5 5 11.0 0.0 17.9 0.0 4.0 150 FTG B5R PE 0.0 6 11.0 0.0 16.3 0.0 0.026 TL 60.00 PV Pipe: 12 20.0 1.101 FL 2.00 PF 0.5 6 11.0 0.0 16.3 0.0 6.7 150 FTG BR FE 0.9 6A 9.0 4.9 16.7 20.0 0.068 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -8.2 1.101 PL 21.00 PF 0.3 6 11.0 0.0 16.3 0.0 2.8 150 FTG 2R PE 0.0 7 11.0 0.0 16.6 0.0 0.013 TL 23.00 PV Pipe: 14 0.0 1.101 PL 8.00 PF 0.0 7 11.0 0.0 16.6 0.0 0.0 150 FTG E2BR PE 0.4 7A 10.0 0.0 17.1 0.0 0.000 TL 20.00 PV Pipe: 15 -8.2 1.101 PL 5.00 PF 0.1 7 11.0 0.0 16.6 0.0 2.8 150 FTG ---- PE 0.0 8 11.0 0.0 16.7 0.0 0.013 TL 5.00 PV Pipe: 16 0.0 1.101 PL 6.00 PF 0.0 8 11.0 0.0 16.7 0.0 0.0 150 FTG 2EBR FE 0.4 8A 10.0 0.0 17.1 0.0 0.000 TL 14.00 PV Pipe: 17 -8.2 1.101 PL 35.00 PF 0.5 8 11.0 0.0 16.7 0.0 2.8 150 FTG 5R FE 0.0 9 11.0 0.0 17.2 0.0 0.013 TL 40.00 PV Pipe: 18 -8.2 1.101 FL 36.00 PF 0.6 9 11.0 0.0 17.2 0.0 2.8 150 FTG E2B2R FE 0.0 5 11.0 0.0 17.9 0.0 0.013 TL 49.00 PV NOTES (HASS) Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.016 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 3. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 92.27 psi compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HA5583\C5093 THE FOOTHILLS P1 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1 (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AimChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS Fl 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1 0 Wi E ol 04 :3 a)01 OOO Q O>iO C)LO (I)LOQ( f) WN ul c'l).E Qi 04 o .-1U) O)OQ) —C .zZ (j E) -4 00 -4N -1O> QCl)C') l)• b'• 124 co N 0 H cc) a) H (I) 04 N o H cci .IJ Cl) ME 0 0 LI) 0 0 ,31 I I I fill I 1 m - 0 0 0 0 0 0 0 0 0 0 0 0 00 CD (N 11 '—Q4Cc)-H-- 0 0 I- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1 1HD.SDF JOE TITLE: C5093 THE FOOTHILLS PLAN 1 WATER SUPPLY CURVE 96+ 0\\\\\\\\ \\\\\\\\\ 88+ * <-87.8 psi @ 500 gpm Flow Test Point 80+ 72+ P 64+ R E I S I S 56+ U R I E X 48+ P S I I 40+ 32+ 24+ 16+ LEGEND I X = Required Water Supply 49.04 psi @ 25.0 gpm 8+ I 0 = Available Water Supply 92.28 psi @ 25.0 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GEM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1 2HD.SDF f. JOB TTLE: C5093 THE FOOTHILLS PLAN 1 WATER SUPPJY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 92.3 87.8 500.0 92.3 31.2 50.1 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 50.1 31,2 2 0.0 - - - - 37.0 - - - 2A 0.0 - - - - 33.0 - - - 2B 0.0 HOSE STREAM 30.1 5.0 C 2.0 - - - - 27.9 D 2.0 - - - - 21.9 - - - 3A 0.0 - - - - 20.0 3B 1.5 - - - - 18.3 3 3.5 - - - - 16.1 - - - 4 6.5 - - - - 13.1 - - - 5 11.0 - - - - 9.9 - - - 6 11.0 - - - - 8.0 - - - 6A 9.0 - - - - 8.8 7 11.0 - - - - 7.2 7A 10.0 K= 4.90 7.0 13.0 8 11.0 - - - - 7.2 - - - 8A 10.0 K= 4.90 7.2 13.2 9 11.0 - - - - 8.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/18/2013 C:\HA5S83\C5093 THE FOOTHILLS P1 2HD.SDF JOB TDTLE; C5093 THE FOOTHILLS PLAN 1 PIPE DATA , PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.2 0.995 FL 45.00 PF 13.2 1 0.0 SRCE 50.1 (N/A) 12.9 150 FTG TG PE 0.0 2 0.0 0.0 37.0 0.0 0.253 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 37.0 0.0 4.0 psi, 31.1 gpm 2A 0.0 0.0 33.0 0.0 Pipe: 3 31.2 0.995 PL 3.00 PF 2.8 2A 0.0 0.0 33.0 0.0 12.9 150 FTG ET PE 0.0 2B 0.0 H.S. 30.1 5.0 0.253 TL 11.18 PV Pipe: 4 26.2 0.995 FL 3.00 PF 1.4 23 0.0 H.S. 30.1 5.0 10.8 150 FTG 2E FE -0.9 C 2.0 0.0 27.9 0.0 0.183 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 27.9 0.0 6.0 psi, 26.1 gpm D 2.0 0.0 21.9 0.0 Pipe: 6 26.2 1.610 FL 140.00 PF 2.7 D 2.0 0.0 21.9 0.0 4.1 150 FTG 5L FE 0.9 3A 0.0 0.0 20.0 0.0 0.018 TL 155.11 PV Pipe: 7 26.2 1.265 PL 10.00 PF 1.1 3A 0.0 0.0 20.0 0.0 6.7 150 FTG ET FE -0.6 3B 1.5 0.0 18.3 0.0 0.057 TL 18.90 PV Pipe: 8 26.2 1.101 PL 10.00 PF 1.3 33 1.5 0.0 18.3 0.0 8.8 150 FTG 2E FE -0.9 3 3.5 0.0 16.1 0.0 0.112 TL 12.00 PV Pipe: 9 26.2 1.049 FL 3.00 PF 1.7 3 3.5 0.0 16.1 0.0 9.7 120 FTG C FE -1.3 4 6.5 0.0 13.1 0.0 0.214 TL 8.00 PV Pipe: 10 26.2 1.101 FL 10.00 PF 1.2 4 6.5 0.0 13.1 0.0 8.8 150 FTG E FE -1.9 5 11.0 0.0 9.9 0.0 0.112 TL 11.00 PV Pipe: 11 13.3 1.101 FL 50.00 PF 1.9 5 11.0 0.0 9.9 0.0 4.5 150 FTG BSR FE 0.0 6 11.0 0.0 8.0 0.0 0.032 TL 60.00 PV Pipe: 12 0.0 1.101 PL 2.00 PF 0.0 6 11.0 0.0 8.0 0.0 0.0 150 FTG BR FE 0.9 6A 9.0 0.0 8.8 0.0 0.000 TL 8.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 13.3 1.101 PL 21.00 PF 0.7 6 11.0 0.0 8.0 0.0 4.5 150 FTG 2R PE 0.0 7 11.0 0.0 7.2 0.0 0.032 TL 23.00 PV Pipe: 14 13.0 1.101 PL 8.00 PF 0.6 7 11.0 0.0 7.2 0.0 4.4 150 FTG E2BR FE 0.4 7A 10.0 4.9 7.0 13.0 0.031 TL 20.00 PV Pipe: 15 0.3 1.101 PL 5.00 PF 0.0 7 11.0 0.0 7.2 0.0 0.1 150 FTG ---- PE 0.0 8 11.0 0.0 7.2 0.0 0.000 TL 5.00 PV Pipe: 16 13.2 1.101 PL 6.00 PF 0.4 8 11.0 0.0 7.2 0.0 4.4 150 FTG 2EBR PE 0.4 8A 10.0 4.9 7.2 13.2 0.031 TL 14.00 PV Pipe: 17 -12.8 1.101 PL 35.00 PF 1.2 8 11.0 0.0 7.2 0.0 4.3 150 FTG 5R PE 0.0 9 11.0 0.0 8.4 0.0 0.030 TL 40.00 PV Pipe: 18 -12.8 1.101 FL 36.00 PF 1.5 9 11.0 0.0 8.4 0.0 4.3 150 FTG E2B2R FE 0.0 5 11.0 0.0 9.9 0.0 0.030 TL 49.00 PV NOTES (HASS) Calculations were performed by the I-lASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.004 gpm and a maximum imbalance at any node of 0.068 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 92.25 ps i compared to the minimum required pressure of 20.00 psi. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1 (6) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatViv AlmChk DPVlv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyV1v GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 I Q4 04 Wb UCJU CN -4(N Cl) • D (OH r4Co Co Q. f) CoCQE Q) a) 04 P wCOQ 04 ; G)-1 -1CoE -CCo UCoOW _1Q QQ. W 104 1.4-) Co (-1 Co HN 1) •HC\J -lC1O>, U -lC/)C/) Co• 0'. WQ 04 F4 00 71A 00 H C') d U) U) 0 N U ri .lJ Cl) D D U 0 0 0 (Y) 0 0 D -1 741 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS Fl 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1 0 0 cli 0 0 0 0• 0 0 • • • • 0 0 0 0 0 0 000 '-I Q0Cx)U)U)0) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1 2HD.SDF 30B 'TITLE: C5093 THE FOOTHILLS PLAN 1 WATER SUPP,JY CURVE 96+ 0\\\\\\\\ I \\\\\\\\\ 88+ * <-87.8 psi @ 500 gpm I Flow Test Point 80+ 72+ P 64+ R I E I S I S 56+ U I R I E X 48+ ( I P S I I 40+ ) I 32+ 24+ 16+ LEGEND I X = Required Water Supply I 50.13 psi @ 31.2 gpm 8+ 0 = Available Water Supply 92.27 psi @ 31.2 gpm 0++-+---+-----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 ØATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1X 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN lx 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 92.3 87.8 500.0 92.3 25.0 56.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 56.9 25.0 2 0.0 - - - - 48.2 - - - 2A 0.0 - - - - 44.2 2B 0.0 HOSE STREAM 42.3 5.0 C 2.0 - - - - 40.6 D 2.0 - - - - 34.6 - - - 3A 0.0 - - - - 33.8 - - - 3B 1.5 - - - - 32.5 3 3.5 - - - - 30.8 4 6.5 - - - - 28.4 - - - 5 11.0 - - - - 25.7 - - - 6 11.0 - - - - 24.8 7 9.0 - - - - 25.2 - - - 8 10.0 - - - - 24.4 - - - 9 20.0 - - - - 17.0 - - - 9A 19.0 K= 4.90 16.7 20.0 10 20.0 - - - - 17.0 - - - bA 19.0 - - - - 17.5 - - - lOB 19.0 - - - - 17.5 - - - 11 10.0 - - - - 25.1 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS FiX 1HD.SDF JOB TITLE: 05093 THE FOOTHILLS PLAN 1X PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) I-IW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 PL 45.00 PF 8.8 1 0.0 SRCE 56.9 (N/A) 10.3 150 FTG TG PE 0.0 2 0.0 0.0 48.2 0.0 0.168 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 48.2 0.0 4.0 psi, 25.0 gpm 2A 0.0 0.0 44.2 0.0 Pipe: 3 25.0 0.995 PL 3.00 PF 1.9 2A 0.0 0.0 44.2 0.0 10.3 150 FTG ET FE 0.0 2B 0.0 H.S. 42.3 5.0 0.168 TL 11.18 PV Pipe: 4 20.0 0.995 PL 3.00 PF 0.9 2B 0.0 H.S. 42.3 5.0 8.3 150 FTG 2E PE -0.9 C 2.0 0.0 40.6 0.0 0.111 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 40.6 0.0 6.0 psi, 20.0 gpm D 2.0 0.0 34.6 0.0 Pipe: 6 20.0 1.610 PL 140.00 PF 1.7 D 2.0 0.0 34.6 0.0 3.2 150 FTG 5L PE 0.9 3A 0.0 0.0 33.8 0.0 0.011 TL 155.11 PV Pipe: 7 20.0 1.265 PL 10.00 PF 0.7 3A 0.0 0.0 33.8 0.0 5.1 150 FTG ET PE -0.6 3B 1.5 0.0 32.5 0.0 0.035 TL 18.90 PV Pipe: 8 20.0 1.101 FL 10.00 PF 0.8 3B 1.5 0.0 32.5 0.0 6.7 150 FTG 2E PE -0.9 3 3.5 0.0 30.8 0.0 0.068 TL 12.00 PV Pipe: 9 20.0 1.049 PL 3.00 PF 1.0 3 3.5 0.0 30.8 0.0 7.4 120 FTG C FE -1.3 4 6.5 0.0 28.4 0.0 0.130 TL 8.00 PV Pipe: 10 20.0 1.101 PL 10.00 PF 0.7 4 6.5 0.0 28.4 0.0 6.7 150 FTG E PE -1.9 5 11.0 0.0 25.7 0.0 0.068 TL 11.00 PV Pipe: ii 8.9 1.101 PL 50.00 PF 0.9 5 11.0 0.0 25.7 0.0 3.0 150 FTG B5R PE 0.0 6 11.0 0.0 24.8 0.0 0.015 TL 60.00 PV Pipe: 12 8.9 1.101 PL 26.00 PF 0.5 6 11.0 0.0 24.8 0.0 3.0 150 FTG E3R FE 0.9 7 9.0 0.0 25.2 0.0 0.015 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1X 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X 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 8.9 1.101 PL 17.00 PF 0.4 7 9.0 0.0 25.2 0.0 3.0 150 FTG BR PE -0.4 8 10.0 0.0 24.4 0.0 0.015 TL 23.00 PV Pipe: 14 20.0 1.101 PL 28.00 PF 3.1 8 10.0 0.0 24.4 0.0 6.7 150 FTG E3BR PE -4.3 9 20.0 0.0 17.0 0.0 0.068 TL 45.00 PV Pipe: 15 20.0 1.101 PL 5.00 PF 0.8 9 20.0 0.0 17.0 0.0 6.7 150 FTG EBR FE 0.4 9A 19.0 4.9 16.7 20.0 0.068 TL 12.00 PV Pipe: 16 0.0 1.101 FL 5.00 PF 0.0 9 20.0 0.0 17.0 0.0 0.0 150 FTG R FE 0.0 10 20.0 0.0 17.0 0.0 0.000 TL 6.00 PV Pipe: 17 0.0 1.101 PL 10.00 PF 0.0 10 20.0 0.0 17.0 0.0 0.0 150 FTG EBR FE 0.4 10A 19.0 0.0 17.5 0.0 0.000 TL 17.00 PV Pipe: 18 0.0 1.101 FL 10.00 PF 0.0 10 20.0 0.0 17.0 0.0 0.0 150 FTG 2ER PE 0.4 lOB 19.0 0.0 17.5 0.0 0.000 TL 13.00 PV Pipe: 19 -11.1 1.101 FL 24.00 PF 0.6 8 10.0 0.0 24.4 0.0 3.7 150 FTG 4R FE 0.0 11 10.0 0.0 25.1 0.0 0.023 TL 28.00 PV Pipe: 20 -11.1 1.101 FL 35.00 PF 1.1 11 10.0 0.0 25.1 0.0 3.7 150 FTG E2B2R PE -0.4 5 11.0 0.0 25.7 0.0 0.023 TL 48.00 PV NOTES (HASS) Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.003 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 3. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1X 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X 11 Available pressure at source node 1 under full flow conditions is 92.27 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEl1 ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cpig SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 Wi Q I Q) 01 UOQ 1-1 ) O I-40>1U I 1 1 04 II) Q) Q) 1.1)U) I 04 W.-1 Ha)E -. OuOW _I0 1 '- H(N '-1--4O> thCflU) . tr• OD 7A 9 co (N H (/) I a) H U) 04 0 H 4J 4J I 0 I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1X 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X 0 0 I 0 0 If) 0 0 0 0 U) 0 0 (N I m N H (N 0 0 0 0 0 0 H 0 0 0 0 0 0 0 OD (N H SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1X 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X WATER SUPPLY CURVE 96+ \\\\\\\\\ 88+ * <-87.8 psi @ 500 gpm I Flow Test Point 80+ 72+ P 64+ P. I E I S I S 56X U I R E I 48+ P I S I 40+ ) I 32+ 24+ 16+ LEGEND I X = Required Water Supply I' I 56.91 psi @ 25.0 gpm 8+ 0 = Available Water Supply " 92.28 psi @ 25.0 gpm 0++-+---+-----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1X 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X 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 92.3 87.8 500.0 92.3 31.1 59.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (PT) (PSI) (GPM) 1 0.0 SOURCE 59.7 31.1 2 0.0 - - - - 46.6 - - - 2A 0.0 - - - - 42.6 2B 0.0 HOSE STREAM 39.8 5.0 C 2.0 - - - - 37.5 D 2.0 - - - - 31.5 - - - 3A 0.0 - - - - 29.6 - - - 3B 1.5 - - - - 27.9 - - - 3 3.5 - - - - 25.7 - - - 4 6.5 - - - - 22.7 - - - 5 11.0 - - - - 19.5 - - - 6 11.0 - - - - 18.0 7 9.0 - - - - 18.2 - - - 8 10.0 - - - - 17.1 9 20.0 - - - - 7.8 - - - 9A 19.0 - - - - 8.2 10 20.0 - - - - 7.1 - - - 10A 19.0 K= 4.90 7.0 13.0 lOB 19.0 K= 4.90 7.2 13.1 11 10.0 - - - - 18.2 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1X 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.1 0.995 PL 45.00 PP 13.1 1 0.0 SRCE 59.7 (N/A) 12.8 150 FTG TG PE 0.0 2 0.0 0.0 46.6 0.0 0.252 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 46.6 0.0 4.0 psi, 31.1 gpm 2A 0.0 0.0 42.6 0.0 Pipe: 3 31.1 0.995 PL 3.00 PP 2.8 2A 0.0 0.0 42.6 0.0 12.8 150 FTG ET PE 0.0 2B 0.0 H.S. 39.8 5.0 0.252 TL 11.18 PV Pipe: 4 26.1 0.995 PL 3.00 PF 1.4 2B 0.0 H.S. 39.8 5.0 10.8 150 FTG 2E PE -0.9 C 2.0 0.0 37.5 0.0 0.182 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 37.5 0.0 6.0 psi, 26.1 gpm D 2.0 0.0 31.5 0.0 Pipe: 6 26.1 1.610 PL 140.00 PP 2.7 D 2.0 0.0 31.5 0.0 4.1 150 FTG 5L PE 0.9 3A 0.0 0.0 29.6 0.0 0.018 TL 155.11 PV Pipe: 7 26.1 1.265 PL 10.00 PP 1.1 3A 0.0 0.0 29.6 0.0 6.7 150 FTG ET PE -0.6 3B 1.5 0.0 27.9 0.0 0.057 TL 18.90 PV Pipe: 8 26.1 1.101 PL 10.00 PF 1.3 3B 1.5 0.0 27.9 0.0 8.8 150 FTG 2E PE -0.9 3 3.5 0.0 25.7 0.0 0.111 TL 12.00 PV Pipe: 9 26.1 1.049 PL 3.00 PP 1.7 3 3.5 0.0 25.7 0.0 9.7 120 FTG C PE -1.3 4 6.5 0.0 22.7 0.0 0.213 TL 8.00 PV Pipe: 10 26.1 1.101 PL 10.00 PF 1.2 4 6.5 0.0 22.7 0.0 8.8 150 FTG E PE -1.9 5 11.0 0.0 19.5 0.0 0.111 TL 11.00 PV Pipe: 11 11.7 1.101 PL 50.00 PF 1.5 5 11.0 0.0 19.5 0.0 3.9 150 FTG B5R PE 0.0 6 11.0 0.0 18.0 0.0 0.025 TL 60.00 PV Pipe: 12 11.7 1.101 PL 26.00 PF 0.8 6 11.0 0.0 18.0 0.0 3.9 150 FTG E3R PE 0.9 7 9.0 0.0 18.2 0.0 0.025 TL 30.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/18/2013 C:\HASS83\05093 THE FOOTHILLS FiX 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) 1-iW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 11.7 1.101 PL 17.00 PF 0.6 7 9.0 0.0 18.2 0.0 3.9 150 FTG BR PE -0.4 8 10.0 0.0 17.1 0.0 0.025 TL 23.00 PV Pipe: 14 26.1 1.101 PL 28.00 PF 5.0 8 10.0 0.0 17.1 0.0 8.8 150 FTG E3BR FE -4.3 9 20.0 0.0 7.8 0.0 0.111 TL 45.00 PV Pipe: 15 0.0 1.101 FL 5.00 PF 0.0 9 20.0 0.0 7.8 0.0 0.0 150 FTG EBR FE 0.4 9A 19.0 0.0 8.2 0.0 0.000 TL 12.00 PV Pipe: 16 26.1 1.101 PL 5.00 PF 0.7 9 20.0 0.0 7.8 0.0 8.8 150 FTG R PE 0.0 10 20.0 0.0 7.1 0.0 0.111 TL 6.00 PV Pipe: 17 13.0 1.101 FL 10.00 PF 0.5 10 20.0 0.0 7.1 0.0 4.4 150 FTG EBR PE 0.4 10A 19.0 4.9 7.0 13.0 0.031 TL 17.00 PV Pipe: 18 13.1 1.101 FL 10.00 PF 0.4 10 20.0 0.0 7.1 0.0 4.4 150 FTG 2ER PE 0.4 lOB 19.0 4.9 7.2 13.1 0.031 TL 13.00 PV Pipe: 19 -14.4 1.101 FL 24.00 PF 1.0 8 10.0 0.0 17.1 0.0 4.9 150 FTG 4R PE 0.0 11 10.0 0.0 18.2 0.0 0.037 TL 28.00 PV Pipe: 20 -14.4 1.101 FL 35.00 PF 1.8 11 10.0 0.0 18.2 0.0 4.9 150 FTG E2B2R FE -0.4 5 11.0 0.0 19.5 0.0 0.037 TL 48.00 PV NOTES (HASS) Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.006 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 3. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS FiX 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X Available pressure at source node 1 under full flow conditions is 92.26 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkViv BfyVlv GatVlv AimChk DPViv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cpig SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 'DATEd 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P1X 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 1X Wi E a a)Cl ClOO D I-i a, • U) • ,-4) o-i cn-1ara Wc) {nc)aE W a) a a W--1 dWE o ' 'ClU)OQ) a (1) 04 'a uZ -N 1') H(') HO>i WCQU) ul e F4 Lo rQ N H a) H Ca N U H (Cl 4.) Cl) 0 rH 7.1 0 0 LI) 0 0 0 0 (V) 0 0 N N I—I N 0 0 0 0 0 0 • • • • • 0 0 0 0 0 C .O ' N '-4 (.FJ(.!U) ClU)U)Cl)U) 0Cr-1. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATER: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS FiX 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN ix WATER SUPP]Y CURVE 96+ I \\\\\\\\\ 88+ * <--87.8 psi @ 500 gpm I Flow Test Point 80+ 72+ P 64+ R I E X S I S 56+ U I R I E 48+ P I S I I 40+ 32+ 24+ 16+ LEGEND I 'V I X = Required Water Supply 59.69 psi @ 31.1 gpm 8+ I 0 = Available Water Supply I 92.27 psi @ 31.1 gpm +------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQtD NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 92.3 87.8 500.0 92.3 25.0 53.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 53.9 25.0 2 0.0 - - - - 45.1 - - - 2A 0.0 - - - - 41.1 - - - 2B 0.0 HOSE STREAM 39.2 5.0 C 2.0 - - - - 37.5 D 2.0 - - - - 31.5 - - - 3A 0.0 - - - - 30.7 - - - 3B 1.5 - - - - 29.4 3 3.5 - - - - 27.8 - - - 4 6.5 - - - - 25.4 - - - 5 10.0 - - - - 22.5 - - - 6 10.0 - - - - 22.4 7 11.0 - - - - 21.8 - - - 8 10.0 - - - - 22.3 - - - 9 10.0 - - - - 22.4 - - - 10 20.0 - - - - 17.5 - - - 11 20.0 - - - - 16.7 - - - hA 19.0 K= 4.90 16.7 20.0 12 20.0 - - - - 17.2 - - - 12A 19.0 - - - - 17.6 - - - 13 20.0 - - - - 17.4 - - - 13A 19.0 - - - - 17.8 14 20.0 - - - - 17.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 PATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 25.0 0.995 FL 45.00 PF 8.8 1 0.0 SRCE 53.9 (N/A) 10.3 150 FTG TG FE 0.0 2 0.0 0.0 45.1 0.0 0.168 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 45.1 0.0 4.0 Psi, 25.0 gpm 2A 0.0 0.0 41.1 0.0 Pipe: 3 25.0 0.995 PL 3.00 PF 1.9 2A 0.0 0.0 41.1 0.0 10.3 150 FTG ET PE 0.0 2B 0.0 H.S. 39.2 5.0 0.168 TL 11.18 FV Pipe: 4 20.0 0.995 FL 3.00 PF 0.9 2B 0.0 H.S. 39.2 5.0 8.3 150 FTG 2E FE -0.9 C 2.0 0.0 37.5 0.0 0.111 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 37.5 0.0 6.0 psi, 20.0 gpm D 2.0 0.0 31.5 0.0 Pipe: 6 20.0 1.610 PL 140.00 PF 1.7 D 2.0 0.0 31.5 0.0 3.2 150 FTG 5L FE 0.9 3A 0.0 0.0 30.7 0.0 0.011 TL 155.11 PV Pipe: 7 20.0 1.265 FL 10.00 FE' 0.7 3A 0.0 0.0 30.7 0.0 5.1 150 FTG ET PE -0.6 3B 1.5 0.0 29.4 0.0 0.035 TL 18.90 PV Pipe: 8 20.0 1.101 FL 10.00 PF 0.8 3B 1.5 0.0 29.4 0.0 6.7 150 FTG 2E FE -0.9 3 3.5 0.0 27.8 0.0 0.068 TL 12.00 PV Pipe: 9 20.0 1.049 FL 3.00 PF 1.0 3 3.5 0.0 27.8 0.0 7.4 120 FTG C FE -1.3 4 6.5 0.0 25.4 0.0 0.130 TL 8.00 PV Pipe: 10 20.0 1.101 FL 17.00 PF 1.4 4 6.5 0.0 25.4 0.0 6.7 150 FTG 2ER FE -1.5 5 10.0 0.0 22.5 0.0 0.068 TL 20.00 PV Pipe: 11 4.6 1.101 FL 34.00 PF 0.2 5 10.0 0.0 22.5 0.0 1.6 150 FTG 5R FE 0.0 6 10.0 0.0 22.4 0.0 0.004 TL 39.00 PV Pipe: 12 4.6 1.101 FL 18.00 PF 0.1 6 10.0 0.0 22.4 0.0 1.6 150 FTG B2R FE -0.4 7 11.0 0.0 21.8 0.0 0.004 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 PATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -3.6 1.101 PL 34.00 PF 0.1 7 11.0 0.0 21.8 0.0 1.2 150 FTG 2R FE 0.4 8 10.0 0.0 22.3 0.0 0.003 TL 36.00 PV Pipe: 14 -3.6 1.101 PL 15.00 PF 0.1 8 10.0 0.0 22.3 0.0 1.2 150 FTG B2R PE 0.0 9 10.0 0.0 22.4 0.0 0.003 TL 22.00 PV Pipe: 15 -15.4 1.101 PL 2.00 PF 0.1 9 10.0 0.0 22.4 0.0 5.2 150 FTG R FE 0.0 5 10.0 0.0 22.5 0.0 0.042 TL 3.00 PV Pipe: 16 11.8 1.101 PL 14.00 PF 0.5 9 10.0 0.0 22.4 0.0 4.0 150 FTG 2EB PE -4.3 10 20.0 0.0 17.5 0.0 0.026 TL 21.00 PV Pipe: 1,7 11.0 1.101 FL 31.00 PF 0.8 10 20.0 0.0 17.5 0.0 3.7 150 FTG 6R FE 0.0 11 20.0 0.0 16.7 0.0 0.022 TL 37.00 PV Pipe: 18 20.0 1.101 PL 1.00 PF 0.5 11 20.0 0.0 16.7 0.0 6.7 150 FTG BR PE 0.4 hA 19.0 4.9 16.7 20.0 0.068 TL 7.00 PV Pipe: 19 -9.0 1.101 PL 27.00 PF 0.5 11 20.0 0.0 16.7 0.0 3.0 150 FTG E2R PE 0.0 12 20.0 0.0 17.2 0.0 0.016 TL 30.00 PV Pipe: 20 0.0 1.101 FL 4.00 PF 0.0 12 20.0 0.0 17.2 0.0 0.0 150 FTG EBR FE 0.4 12A 19.0 0.0 17.6 0.0 0.000 TL 11.00 PV Pipe: 21 -9.0 1.101 FL 8.00 PF 0.2 12 20.0 0.0 17.2 0.0 3.0 150 FTG B FE 0.0 13 20.0 0.0 17.4 0.0 0.016 TL 13.00 PV Pipe: 22 0.0 1.101 FL 1.00 PF 0.0 13 20.0 0.0 17.4 0.0 0.0 150 FTG BR PE 0.4 13A 19.0 0.0 17.8 0.0 0.000 TL 7.00 PV Pipe: 23 -9.0 1.101 FL 9.00 PF 0.2 13 20.0 0.0 17.4 0.0 3.0 150 FTG E FE 0.0 14 20.0 0.0 17.5 0.0 0.016 TL 10.00 PV Pipe: 24 -8.2 1.101 FL 22.00 PF 0.4 14 20.0 0.0 17.5 0.0 2.8 150 FTG 3E3 FE 3.9 7 11.0 0.0 21.8 0.0 0.013 TL 30.00 PV Pipe: 25 -0.8 1.101 PL 41.00 PF 0.0 14 20.0 0.0 17.5 0.0 0.3 150 FTG EB3R FE 0.0 10 20.0 0.0 17.5 0.0 0.000 TL 50.00 FV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 NOTES (HASS): Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.003 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 92.27 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatViv AlmChk DPViv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatViv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 ww E 04 Q )Cl ClOO D -i w Q kOrCl (JO • O)LO 04 !•) DC'J -i O)c'JQE ) :3 a) Q) )U)Q 04 • W•-1 -WE HO) ClCflOW -- H 14 H CIOCI . b• -1 (N r-1 H Cl) ol Y) N I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 0 0 LS) I m N I—I (N o 0 0 0 0 0 (-I 0 0 0 0 0 • 0• I O (0 IO (N '-4 (_)c_(I -QU)-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 1HD.SDF JOB ITLE: C5093 THE FOOTHILLS PLAN 2 WATER SUPPLY CURVE 96+ \\\\\\\\\ 88+ * <-87.8 Psi @ 500 gpm I Flow Test Point 80+ 72+ P 64+ R I E I S I S 56+ U X R I E I 48+ P I S I I 40+ ) I 32+ 24+ 16+ LEGEND I' I X = Required Water Supply I 53.88 psi @ 25.0 gpm 8+ I 0 = Available Water Supply I 92.28 Psi @ 25.0 gpm +------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE:1 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) 1 92.3 87.8 500.0 92.3 31.2 54.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT). (PSI) (GPM) 1 0.0 SOURCE 54.0 31.2 2 0.0 - - - - 40.8 - - - 2A 0.0 - - - - 36.8 - - - 2B 0.0 HOSE STREAM 34.0 5.0 C 2.0 - - - - 31.7 - - - D 2.0 - - - - 25.7 3A 0.0 - - - - 23.9 - - - 3B 1.5 - - - - 22.2 3 3.5 - - - - 19.9 - - - 4 6.5 - - - - 16.9 - - - 5 10.0 - - - - 13.2 - - - 6 10.0 - - - - 12.9 7 11.0 - - - - 12.2 8 10.0 - - - - 12.9 9 10.0 - - - - 13.0 - - - 10 20.0 - - - - 7.9 11 20.0 - - - - 7.4 - - - hA 19.0 - - - - 7.8 - - - 12 20.0 - - - - 6.9 - - - 12A 19.0 K= 4.90 7.0 13.0 13 20.0 - - - - 7.0 - - - 13A 19.0 K= 4.90 7.2 13.2 14 20.0 - - - - 7.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 bATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.2 0.995 PL 45.00 PF 13.2 1 0.0 SRCE 54.0 (N/A) 12.9 150 FTG TG PE 0.0 2 0.0 0.0 40.8 0.0 0.253 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 40.8 0.0 4.0 psi, 31.2 gpm 2A 0.0 0.0 36.8 0.0 Pipe: 3 31.2 0.995 PL 3.00 PF 2.8 2A 0.0 0.0 36.8 0.0 12.9 150 FTG ET PE 0.0 2B 0.0 H.S. 34.0 5.0 0.253 TL 11.18 PV Pipe: 4 26.2 0.995 PL 3.00 PF 1.4 2B 0.0 H.S. 34.0 5.0 10.8 150 FTG 2E PE -0.9 C 2.0 0.0 31.7 0.0 0.183 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 31.7 0.0 6.0 psi, 26.2 gpm D 2.0 0.0 25.7 0.0 Pipe: 6 26.2 1.610 PL 140.00 PF 2.7 D 2.0 0.0 25.7 0.0 4.1 150 FTG 5L PE 0.9 3A 0.0 0.0 23.9 0.0 0.018 TL 155.11 PV Pipe: 7 26.2 1.265 PL 10.00 PF 1.1 3A 0.0 0.0 23.9 0.0 6.7 150 FTG ET PE -0.6 3B 1.5 0.0 22.2 0.0 0.057 TL 18.90 PV Pipe: 8 26.2 1.101 PL 10.00 PF 1.3 3B 1.5 0.0 22.2 0.0 8.8 150 FTG 2E PE -0.9 3 3.5 0.0 19.9 0.0 0.112 TL 12.00 PV Pipe: 9 26.2 1.049 PL 3.00 PF 1.7 3 3.5 0.0 19.9 0.0 9.7 120 FTG C PE -1.3 4 6.5 0.0 16.9 0.0 0.214 TL 8.00 PV Pipe: 10 26.2 1.101 PL 17.00 PF 2.2 4 6.5 0.0 16.9 0.0 8.8 150 FTG 2ER PE -1.5 5 10.0 0.0 13.2 0.0 0.112 TL 20.00 PV Pipe: 11 6.5 1.101 PL 34.00 PF 0.3 5 10.0 0.0 13.2 0.0 2.2 150 FTG 5R PE 0.0 6 10.0 0.0 12.9 0.0 0.008 TL 39.00 PV Pipe: 12 6.5 1.101 PL 18.00 PF 0.2 6 10.0 0.0 12.9 0.0 2.2 150 FTG B2R PE -0.4 7 11.0 0.0 12.2 0.0 0.008 TL 25.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 bATE: P 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 PIPE TAG , Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 -5.3 1.101 FL 34.00 PF 0.2 7 11.0 0.0 12.2 0.0 1.8 150 FTC 2R PE 0.4 8 10.0 0.0 12.9 0.0 0.006 TL 36.00 PV Pipe: 14 -5.3 1.101 FL 15.00 PF 0.1 8 10.0 0.0 12.9 0.0 1.8 150 FTG B2R PE 0.0 9 10.0 0.0 13.0 0.0 0.006 TL 22.00 PV Pipe: 15 -19.7 1.101 PL 2.00 PF 0.2 9 10.0 0.0 13.0 0.0 6.6 150 FTG R PE 0.0 5 10.0 0.0 13.2 0.0 0.066 TL 3.00 PV Pipe: 16 14.3 1.101 PL 14.00 PF 0.8 9 10.0 0.0 13.0 0.0 4.8 150 FTG 2EB FE -4.3 10 20.0 0.0 7.9 0.0 0.037 TL 21.00 PV Pipe: 17 8.5 1.101 PL 31.00 PF 0.5 10 20.0 0.0 7.9 0.0 2.9 150 FTG 6R PE 0.0 11 20.0 0.0 7.4 0.0 0.014 TL 37.00 PV Pipe: 18 0.0 1.101 PL 1.00 PF 0.0 11 20.0 0.0 7.4 0.0 0.0 150 FTG BR FE 0.4 hA 19.0 0.0 7.8 0.0 0.000 TL 7.00 PV Pipe: 19 8.5 1.101 PL 27.00 PF 0.4 11 20.0 0.0 7.4 0.0 2.9 150 FTG E2R PE 0.0 12 20.0 0.0 6.9 0.0 0.014 TL 30.00 PV Pipe: 20 13.0 1.101 FL 4.00 PF 0.3 12 20.0 0.0 6.9 0.0 4.4 150 FTG EBR PE 0.4 12A 19.0 4.9 7.0 13.0 0.031 TL 11.00 FV Pipe: 21 -4.5 1.101 FL 8.00 PF 0.1 12 20.0 0.0 6.9 0.0 1.5 150 FTG B FE 0.0 13 20.0 0.0 7.0 0.0 0.004 TL 13.00 PV Pipe: 22 13.2 1.101 PL 1.00 PF 0.2 13 20.0 0.0 7.0 0.0 4.4 150 FTG BR FE 0.4 13A 19.0 4.9 7.2 13.2 0.031 TL 7.00 PV Pipe: 23 -17.6 1.101 PL 9.00 PF 0.5 13 20.0 0.0 7.0 0.0 5.9 150 FTG E FE 0.0 14 20.0 0.0 7.5 0.0 0.054 TL 10.00 FV Pipe: 24 -11.8 1.101 FL 22.00 PF 0.8 14 20.0 0.0 7.5 0.0 4.0 150 FTG 3EB FE 3.9 7 11.0 0.0 12.2 0.0 0.026 TL 30.00 PV Pipe: 25 -5.8 1.101 FL 41.00 PF 0.3 14 20.0 0.0 7.5 0.0 2.0 150 FTG EB3R FE 0.0 10 20.0 0.0 7.9 0.0 0.007 TL 50.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: ,6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 NOTES (HASS) Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.026 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 92.25 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 bATE:6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P2 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 2 0 E H Q. )Cl u c"1 4(N>,Cl (I) • H (H U) CL .I_) W() u)cnc )W Q ) nQ )--1 H) - - a d ri) 0 Q) QQ a)ø4-J .-r-- -,-oO>, 1') .-ic-j OCf)U) . b'• TIA - V H U) 04 U) 0 N o 4J (U 4J Cl) I 0 0 0 0 0 0 (5) 0 0 N 1 111. I I''''I I (VyVV( H VV 0 0 0 0 0 0 H 0 0 0 0 0 0 0 0 (N H QU)H--- 0 H 0 S. 0 — 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 'DATE: 6/18/2013 C:\HASS83\05093 THE FOOTHILLS P2 2HD.SDF JOB TITLE: 05093 THE FOOTHILLS PLAN 2 WATER SUPPIY CURVE 96+ 0\\\\\\\\ I \\\\\\\\\ 88+ * <-87.8 psi @ 500 gpm I Flow Test Point 80+ 72+ P 64+ R I E S I S 56+ U X R I E I 48+ ( I P I S I I 40+ 32+ 24+ 16+ LEGEND I I, I X = Required Water Supply 54.00 psi @ 31.2 gpm 8+ I 0 = Available Water Supply I 92.27 psi @ 31.2 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 D)E: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 1HD.SDF JOB TITLE: 05093 THE FOOTHILLS PLAN 3 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 92.3 87.8 500.0 92.3 25.0 54.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 54.6 25.0 2 0.0 - - - - 45.9 - - - 2A 0.0 - - - - 41.9 - - - 2B 0.0 HOSE STREAM 40.0 5.0 C 2.0 - - - - 38.3 - - - D 2.0 - - - - 32.3 - - - 3A 0.0 - - - - 31.5 - - - 33 1.5 - - - - 30.2 3 3.5 - - - - 28.5 - - - 4 6.5 - - - - 26.2 - - - 5 10.0 - - - - 24.0 - - - 6 10.0 - - - - 23.4 - - - 7 10.0 - - - - 23.2 - - - 8 10.0 - - - - 23.2 - - - 9 10.0 - - - - 23.2 - - - 10 20.0 - - - - 18.5 - - - 11 20.0 - - - - 18.5 - - - hA 19.0 - - - - 18.9 - - - 12 20.0 - - - - 18.5 - - - 12A 19.0 - - - - 18.9 - - - 13 20.0 - - - - 18.5 - - - 14 20.0 - - - - 18.1 14A 19.0 K= 4.90 16.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 J.HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 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 25.0 0.995 PL 45.00 PF 8.8 1 0.0 SRCE 54.6 (N/A) 10.3 150 FTG TG PE 0.0 2 0.0 0.0 45.9 0.0 0.168 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 45.9 0.0 4.0 psi, 25.0 gpm 2A 0.0 0.0 41.9 0.0 Pipe: 3 25.0 0.995 PL 3.00 PF 1.9 2A 0.0 0.0 41.9 0.0 10.3 150 FTG ET PE 0.0 2B 0.0 H.S. 40.0 5.0 0.168 TL 11.18 PV Pipe: 4 20.0 0.995 PL 3.00 PF 0.9 2B 0.0 H.S. 40.0 5.0 8.3 150 FTG 2E PE -0.9 C 2.0 0.0 38.3 0.0 0.111 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 38.3 0.0 6.0 psi, 20.0 gpm D 2.0 0.0 32.3 0.0 Pipe: 6 20.0 1.610 PL 140.00 PF 1.7 D 2.0 0.0 32.3 0.0 3.2 150 FTG 5L PE 0.9 3A 0.0 0.0 31.5 0.0 0.011 TL 155.11 PV Pipe: 7 20.0 1.265 PL 10.00 PF 0.7 3A 0.0 0.0 31.5 0.0 5.1 150 FTG ET PE -0.6 3B 1.5 0.0 30.2 0.0 0.035 TL 18.90 PV Pipe: 8 20.0 1.101 PL 10.00 PF 0.8 3B 1.5 0.0 30.2 0.0 6.7 150 FTG 2E PE -0.9 3 3.5 0.0 28.5 0.0 0.068 TL 12.00 PV Pipe: 9 20.0 1.049 PL 3.00 PF 1.0 3 3.5 0.0 28.5 0.0 7.4 120 FTG C PE -1.3 4 6.5 0.0 26.2 0.0 0.130 TL 8.00 PV Pipe: 10 20.0 1.101 PL 9.00 PF 0.7 4 6.5 0.0 26.2 0.0 6.7 150 FTG E PE -1.5 5 10.0 0.0 24.0 0.0 0.068 TL 10.00 PV Pipe: 11 8.2 1.101 PL 32.00 PF 0.5 5 10.0 0.0 24.0 0.0 2.8 150 FTG B3R PE 0.0 6 10.0 0.0 23.4 0.0 0.013 TL 40.00 PV Pipe: 12 8.2 1.101 PL 15.00 PF 0.3 6 10.0 0.0 23.4 0.0 2.8 150 FTG BR PE 0.0 7 10.0 0.0 23.2 0.0 0.013 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 10.4 1.101 PL 12.00 PF 0.4 7 10.0 0.0 23.2 0.0 3.5 150 FTG 2EB PE -4.3 13 20.0 0.0 18.5 0.0 0.020 TL 19.00 PV Pipe: 14 -2.1 1.101 PL 29.00 PF 0.0 7 10.0 0.0 23.2 0.0 0.7 150 FTG B3R PE 0.0 8 10.0 0.0 23.2 0.0 0.001 TL 37.00 PV Pipe: 15 -2.1 1.101 PL 12.00 PF 0.0 8 10.0 0.0 23.2 0.0 0.7 150 FTG 32R PE 0.0 9 10.0 0.0 23.2 0.0 0.001 TL 19.00 PV Pipe: 16 -11.8 1.101 PL 24.00 PF 0.7 9 10.0 0.0 23.2 0.0 4.0 150 FTG 2E3R PE 0.0 5 10.0 0.0 24.0 0.0 0.026 TL 29.00 PV Pipe: 17 9.6 1.101 PL 14.00 PF 0.4 9 10.0 0.0 23.2 0.0 3.2 150 FTG 2EB PE -4.3 10 20.0 0.0 18.5 0.0 0.018 TL 21.00 PV Pipe: 18 2.3 1.101 PL 25.00 PF 0.0 10 20.0 0.0 18.5 0.0 0.8 150 FTG E2R PE 0.0 11 20.0 0.0 18.5 0.0 0.001 TL 28.00 PV Pipe: 19 0.0 1.101 PL 11.00 PF 0.0 11 20.0 0.0 18.5 0.0 0.0 150 FTG EBR PE 0.4 hA 19.0 0.0 18.9 0.0 0.000 TL 18.00 PV Pipe: 20 2.3 1.101 FL 4.00 PF 0.0 11 200 0.0 18.5 0.0 0.8 150 FTC ---- PE 0.0 12 20.0 0.0 18.5 0.0 0.001 TL 4.00 PV Pipe: 21 0.0 1.101 PL 1.00 PF 0.0 12 20.0 0.0 18.5 0.0 0.0 150 FTG BR FE 0.4 12A 19.0 0.0 18.9 0.0 0.000 TL 7.00 PV Pipe: 22 2.3 1.101 PL 19.00 PF 0.0 12 20.0 0.0 18.5 0.0 0.8 150 FTG EBR PE 0.0 13 20.0 0.0 18.5 0.0 0.001 TL 26.00 PV Pipe: 23 12.7 1.101 PL 10.00 PF 0.3 13 20.0 0.0 18.5 0.0 4.3 150 FTG R FE 0.0 14 20.0 0.0 18.1 0.0 0.029 TL 11.00 PV Pipe: 24 20.0 1.101 PL 15.00 PF 1.9 14 20.0 0.0 18.1 0.0 6.7 150 FTG E2B2R PE 0.4 14A 19.0 4.9 16.7 20.0 0.068 TL 28.00 PV Pipe: 25 -7.3 1.101 FL 31.00 PF 0.4 14 20.0 0.0 18.1 0.0 2.5 150 FTC ESR PE 0.0 10 20.0 0.0 18.5 0.0 0.011 TL 37.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 NOTES (HASS) Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.003 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 92.27 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: SI'ANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 Q4 E E4 I 000 ). I U)LO O)LU 04 (O WC'J oc'JOE w Q I i)O 04 W•H -1aE ,-, UOW i) o I -4 (1) I I cx r-1 -RN H'crO>, (1) U) I1:j• cj. N a)r I g I N I H I U) I H U) N o H I-) I-i I I) I I I 0 0 0 '—I [S• 0 0 0 0 'Y) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: .6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 I (N 0 0 0 0 0 0 '—I 0 0 0 C) 0 0 I 0 00 (N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 WATER SUPPLY CURVE 96+ I \\\\\\\\\ 88+ * <-87.8 psi @ 500 gpm Flow Test Point 80+ 72+ P 64+ R I E S I S 56+ U X R I E I 48+ P I S I I 40+ 32+ 24+ 16+ LEGEND I X = Required Water Supply I 54.64 psi @ 25.0 gpm 8+ I 0 = Available Water Supply 92.28 psi @ 25.0 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 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 92.3 87.8 500.0 92.3 31.3 54.2 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 54.2 31.3 2 0.0 - - - - 40.9 - - - 2A 0.0 - - - - 36.9 - - - 23 0.0 HOSE STREAM 34.0 5.0 C 2.0 - - - - 31.8 - - - D 2.0 - - - - 25.8 - - - 3A 0.0 - - - - 23.9 - - - 33 1.5 - - - - 22.1 - - - 3 3.5 - - - - 19.9 - - - 4 6.5 - - - - 16.9 - - - 5 10.0 - - - - 14.2 - - - 6 10.0 - - - - 13.4 - - - 7 10.0 - - - - 12.9 - - - 8 10.0 - - - - 13.0 - - - 9 10.0 - - - - 13.0 - - - 10 20.0 - - - - 8.0 - - - 11 20.0 - - - - 7.2 hA 19.0 K= 4.90 7.0 13.0 12 20.0 - - - - 7.2 12A 19.0 K= 4.90 7.4 13.3 13 20.0 - - - - 8.0 - - - 14 20.0 - - - - 8.0 - - - 14A 19.0 - - - - 8.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 2HD.SDF JOB TITLE: 05093 THE FOOTHILLS PLAN 3 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 45.00 PF 13.3 1 0.0 SRCE 54.2 (N/A) 12.9 150 FTG TG PE 0.0 2 0.0 0.0 40.9 0.0 0.255 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 40.9 0.0 4.0 psi, 31.3 gpm 2A 0.0 0.0 36.9 0.0 Pipe: 3 31.3 0.995 FL 3.00 PF 2.9 2A 0.0 0.0 36.9 0.0 12.9 150 FTG ET PE 0.0 2B 0.0 H.S. 34.0 5.0 0.255 TL 11.18 PV Pipe: 4 26.3 0.995 PL 3.00 PF 1.4 2B 0.0 H.S. 34.0 5.0 10.9 150 FTG 2E FE -0.9 C 2.0 0.0 31.8 0.0 0.185 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 31.8 0.0 6.0 psi, 26.3 gpm D 2.0 0.0 25.8 0.0 Pipe: 6 26.3 1.610 FL 140.00 PF 2.8 D 2.0 0.0 25.8 0.0 4.1 150 FTG 5L FE 0.9 3A 0.0 0.0 23.9 0.0 0.018 TL 155.11 PV Pipe: 7 26.3 1.265 PL 10.00 PF 1.1 3A 0.0 0.0 23.9 0.0 6.7 150 FTG ET FE -0.6 3B 1.5 0.0 22.1 0.0 0.057 TL 18.90 PV Pipe: 8 26.3 1.101 PL 10.00 PF 1.4 3B 1.5 0.0 22.1 0.0 8.9 150 FTG 2E PE -0.9 3 3.5 0.0 19.9 0.0 0.113 TL 12.00 PV Pipe: 9 26.3 1.049 PL 3.00 PF 1.7 3 3.5 0.0 19.9 0.0 9.8 120 FTG C FE -1.3 4 6.5 0.0 16.9 0.0 0.216 TL 8.00 PV Pipe: 10 26.3 1.101 FL 9.00 PF 1.1 4 6.5 0.0 16.9 0.0 8.9 150 FTG E PE -1.5 5 10.0 0.0 14.2 0.0 0.113 TL 10.00 PV Pipe: 11 10.7 1.101 FL 32.00 PF 0.9 5 10.0 0.0 14.2 0.0 3.6 150 FTG B3R PE 0.0 6 10.0 0.0 13.4 0.0 0.022 TL 40.00 PV Pipe: 12 10.7 1.101 FL 15.00 PF 0.5 6 10.0 0.0 13.4 0.0 3.6 150 FTG BR PE 0.0 7 10.0 0.0 12.9 0.0 0.022 TL 21.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/18/2013 C:\HASS83\05093 THE FOOTHILLS P3 2HD.SDF JOB TITLE; 05093 THE FOOTHILLS PLAN 3 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 FL 12.00 PF 0.6 7 10.0 0.0 12.9 0.0 4.4 150 FTG 2EB PE -4.3 13 20.0 0.0 8.0 0.0 0.031 TL 19.00 PV Pipe: 14 -2.4 1.101 PL 29.00 PF 0.0 7 10.0 0.0 12.9 0.0 0.8 150 FTG B3R PE 0.0 8 10.0 0.0 13.0 0.0 0.001 TL 37.00 PV Pipe: 15 -2.4 1.101 PL 12.00 PF 0.0 8 10.0 0.0 13.0 0.0 0.8 150 FTG B2R PE 0.0 9 10.0 0.0 13.0 0.0 0.001 TL 19.00 PV Pipe: 16 -15.6 1.101 PL 24.00 PF 1.2 9 10.0 0.0 13.0 0.0 5.2 150 FTG 2E3R PE 0.0 5 10.0 0.0 14.2 0.0 0.043 TL 29.00 PV Pipe: 17 13.2 1.101 PL 14.00 PF 0.7 9 10.0 0.0 13.0 0.0 4.4 150 FTG 2E3 PE -4.3 10 20.0 0.0 8.0 0.0 0.032 TL 21.00 PV Pipe: 18 12.9 1.101 PL 25.00 PF 0.8 10 20.0 0.0 8.0 0.0 4.3 150 FTG E2R FE 0.0 11 20.0 0.0 7.2 0.0 0.030 TL 28.00 PV Pipe: 19 13.0 1.101 FL 11.00 PF 0.6 11 20.0 0.0 7.2 0.0 4.4 150 FTG EBB. FE 0.4 hA 19.0 4.9 7.0 13.0 0.031 TL 18.00 PV Pipe: 20 -0.1 1.101 PL 4.00 PF 0.0 11 20.0 0.0 7.2 0.0 0.0 150 FTG ---- PE 0.0 12 20.0 0.0 7.2 0.0 0.000 TL 4.00 PV Pipe: 21 13.3 1.101 PL 1.00 PF 0.2 12 20.0 0.0 7.2 0.0 4.5 150 FTG BR PE 0.4 12A 19.0 4.9 7.4 13.3 0.032 TL 7.00 PV Pipe: 22 -13.4 1.101 FL 19.00 PF 0.8 12 20.0 0.0 7.2 0.0 4.5 150 FTG EBR PE 0.0 13 20.0 0.0 8.0 0.0 0.032 TL 26.00 PV Pipe: 23 -0.3 1.101 FL 10.00 PF 0.0 13 20.0 0.0 8.0 0.0 0.1 150 FTG R FE 0.0 14 20.0 0.0 8.0 0.0 0.000 TL 11.00 PV Pipe: 24 0.0 1.101 PL 15.00 PF 0.0 14 20.0 0.0 8.0 0.0 0.0 150 FTG E2B2R PE 0.4 14A 19.0 0.0 8.4 0.0 0.000 TL 28.00 PV Pipe: 25 -0.3 1.101 FL 31.00 PF 0.0 14 20.0 0.0 8.0 0.0 0.1 150 FTG E5R FE 0.0 10 20.0 0.0 8.0 0.0 0.000 TL 37.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 NOTES (HASS): Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.027 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 92.25 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEii ChkVlv BfyViv GatViv AimChk DPVlv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AimChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cpig SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 D D "C I. 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 0 uj w C- a) Cfl l(>t 0). 0),-4 ca- (a ) Q) -i 0)'Q.E cv Q•a,) 0)Cfl 04 W•H - 4 Q) 0 HO) 0)UW 04 14 Z O U) I1 -N dc') HI'D O>i iH(i)CI) 04 iO) LO CD '- C" H U) ci) H C,) 04 0 ry) N 0) o .4J (ti 4J CI) 0 0 0 0 çr 0 0 N 1 111. I I" I I rn C- H N 0 0 0 0 0 0 . 0 . . . • H 0 0 0 0 0 I 0 0 kv N H '-QCl)--1- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P3 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 3 WATER SUPPLY CURVE 96+ 0\\\\\\\\ I \\\\\\\\\ 88+ * <-87.8 psi @ 500 gpm I Flow Test Point 80+ 72+ P 64+ R I E I S I S 56+ U X R I E I 48+ ( I P I S I I 40+ ) I 32+ 24+ 16+ LEGEND I H I X = Required Water Supply I 54.16 psi @ 31.3 gpm 8+ I 0 = Available Water Supply I 92.27 psi @ 31.3 gpm 0++-+----+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 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 92.3 87.8 500.0 92.3 25.0 55.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 55.0 25.0 2 0.0 - - - - 46.2 - - - 2A 0.0 - - - - 42.2 2B 0.0 HOSE STREAM 40.3 5.0 C 2.0 - - - - 38.6 - - - D 2.0 - - - - 32.6 3A 0.0 - - - - 31.8 - - - 3B 1.5 - - - - 30.5 3 3.5 - - - - 28.8 4 6.5 - - - - 26.5 - - - 5 10.0 - - - - 23.0 - - - 6 10.0 - - - - 22.7 7 10.0 - - - - 22.6 8 10.0 - - - - 22.6 9 20.0 - - - - 17.8 - - - 10 20.0 - - - - 17.2 - - - 10A 19.0 K= 4.90 16.7 20.0 11 20.0 - - - - 17.4 - - - 12 20.0 - - - - 17.4 12A 19.0 - - - - 17.8 - - - 12B 19.0 - - - - 17.8 - - - 13 20.0 - - - - 17.7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 1HD.SDF JOB TITLE: 05093 THE FOOTHILLS PLAN 4 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 25.0 0.995 PL 45.00 PF 8.8 1 0.0 SRCE 55.0 (N/A) 10.3 150 FTG TG FE 0.0 2 0.0 0.0 46.2 0.0 0.168 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 46.2 0.0 4.0 psi, 25.0 gpm 2A 0.0 0.0 42.2 0.0 Pipe: 3 25.0 0.995 PL 3.00 PF 1.9 2A 0.0 0.0 42.2 0.0 10.3 150 FTG ET PE 0.0 23 0.0 H.S. 40.3 5.0 0.168 TL 11.18 PV Pipe: 4 20.0 0.995 FL 3.00 PF 0.9 23 0.0 H.S. 40.3 5.0 8.3 150 FTG 2E FE -0.9 C 2.0 0.0 38.6 0.0 0.111 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 38.6 0.0 6.0 psi, 20.0 gpin D 2.0 0.0 32.6 0.0 Pipe: 6 20.0 1.610 PL 140.00 PF 1.7 D 2.0 0.0 32.6 0.0 3.2 150 FTG 5L FE 0.9 3A 0.0 0.0 31.8 0.0 0.011 TL 155.11 PV Pipe: 7 20.0 1.265 PL 10.00 PF 0.7 3A 0.0 0.0 31.8 0.0 5.1 150 FTG ET PE -0.6 33 1.5 0.0 30.5 0.0 0.035 TL 18.90 PV Pipe: 8 20.0 1.101 FL 10.00 PF 0.8 33 1.5 0.0 30.5 0.0 6.7 150 FTG 2E PE -0.9 3 3.5 0.0 28.8 0.0 0.068 TL 12.00 PV Pipe: 9 20.0 1.049 PL 3.00 PF 1.0 3 3.5 0.0 28.8 0.0 7.4 120 FTG C FE -1.3 4 6.5 0.0 26.5 0.0 0.130 TL 8.00 PV Pipe: 10 20.0 1.101 FL 22.00 PF 2.0 4 6.5 0.0 26.5 0.0 6.7 150 FTG EBR FE -1.5 5 10.0 0.0 23.0 0.0 0.068 TL 29.00 PV Pipe: 11 6.4 1.101 FL 28.00 PF 0.3 5 10.0 0.0 23.0 0.0 2.2 150 FTG EB3R FE 0.0 6 10.0 0.0 22.7 0.0 0.008 TL 37.00 PV Pipe: 12 6.4 1.101 PL 13.00 PF 0.2 6 10.0 0.0 22.7 0.0 2.2 150 FTG BR FE 0.0 7 10.0 0.0 22.6 0.0 0.008 TL 19.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END 1LEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 13 8.2 1.101 FL 27.00 PF 0.5 7 10.0 0.0 22.6 0.0 2.8 150 FTG 2E2B PE -4.3 13 20.0 0.0 17.7 0.0 0.013 TL 39.00 PV Pipe: 14 -1.8 1.101 PL 33.00 PF 0.0 7 10.0 0.0 22.6 0.0 0.6 150 FTG EB2R PE 0.0 8 10.0 0.0 22.6 0.0 0.001 TL 41.00 PV Pipe: 15 -13.6 1.101 PL 12.00 PF 0.4 8 10.0 0.0 22.6 0.0 4.6 150 FTG R PE 0.0 5 10.0 0.0 23.0 0.0 0.033 TL 13.00 PV Pipe: 16 11.8 1.101 PL 11.00 PF 0.5 8 10.0 0.0 22.6 0.0 4.0 150 FTG 2EB FE -4.3 9 20.0 0.0 17.8 0.0 0.026 TL 18.00 PV Pipe: 17 9.3 1.101 PL 28.00 PF 0.6 9 20.0 0.0 17.8 0.0 3.2 150 FTG EB3R PE 0.0 10 20.0 0.0 17.2 0.0 0.017 TL 37.00 PV Pipe: 18 20.0 1.101 FL 6.00 PF 1.0 10 20.0 0.0 17.2 0.0 6.7 150 FTG 2EBR PE 0.4 10A 19.0 4.9 16.7 20.0 0.068 TL 14.00 PV Pipe: 19 -10.7 1.101 PL 10.00 PF 0.2 10 20.0 0.0 17.2 0.0 3.6 150 FTG ----- PE 0.0 11 20.0 0.0 17.4 0.0 0.021 TL 10.00 PV Pipe: 20 0.0 1.101 PL 15.00 PF 0.0 11 20.0 0.0 17.4 0.0 0.0 150 FTG B FE 0.0 12 20.0 0.0 17.4 0.0 0.000 TL 20.00 PV Pipe: 21 0.0 1.101 PL 7.00 PF 0.0 12 20.0 0.0 17.4 0.0 0.0 150 FTG EBR FE 0.4 12A 19.0 0.0 17.8 0.0 0.000 TL 14.00 PV Pipe: 22 0.0 1.101 FL 7.00 PF 0.0 12 20.0 0.0 17.4 0.0 0.0 150 FTG ER PE 0.4 12B 19.0 0.0 17.8 0.0 0.000 TL 9.00 PV Pipe: 23 -10.7 1.101 FL 9.00 PF 0.3 11 20.0 0.0 17.4 0.0 3.6 150 FTG BR PE 0.0 13 20.0 0.0 17.7 0.0 0.021 TL 15.00 PV Pipe: 24 -2.4 1.101 PL 42.00 PF 0.1 13 20.0 0.0 17.7 0.0 0.8 150 FTG 3B6R FE 0.0 9 20.0 0.0 17.8 0.0 0.001 TL 63.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 NOTES (HASS) Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.013 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 10.3 ft/sec at pipe 3. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 92.27 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlniChk DPVlv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 E Ek )Pa)( ClOO J .i C) o o>(tj D .-1l) D (aLt) (CLO QC C)CN QE (CCN co 04 o r1U) a)OC) a) b, -1 U) -lWOi -,A (N (/)(() riL (0. 04 tY( ClL()m 7/7 -( (N r•1 Cl) 04 0 N 0) o ri 4) (1 J 4 Cl) D D I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 1HD.SDF JOE TITLE: C5093 THE FOOTHILLS PLAN 4 0 0 0 0 q 0 0 0 0 ('.4 H C'.) 0 0 0 0 0 0 • . • H 0 0 0 0 0 0 0 co (.Q (NJ H -QØd--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 1HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 WATER SUPPLY CbRVE 96+ 0\\\\\\\\ 88+ * <-87.8 psi @ 500 gpm I Flow Test Point 80+ 72+ P 64+ R E I S I S 56+ U X R E I 48+ ( I P S I I 40+ 32+ 24+ 16+ LEGEND I X = Required Water Supply I 54.98 psi @ 25.0 gpm 8+ I 0 = Available Water Supply 92.28 psi @ 25.0 gpm +------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 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 92.3 87.8 500.0 92.3 31.1 57.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 0.0 SOURCE 57.7 31.1 2 0.0 - - - - 44.6 - - - 2A 0.0 - - - - 40.6 - - - 2B 0.0 HOSE STREAM 37.8 5.0 C 2.0 - - - - 35.5 D 2.0 - - - - 29.5 - - - 3A 0.0 - - - - 27.6 3B 1.5 - - - - 25.9 3 3.5 - - - - 23.7 - - - 4 6.5 - - - - 20.7 - - - 5 10.0 - - - - 16.0 - - 6 10.0 - - - - 15.4 - - - 7 10.0 - - - - 15.2 - - - 8 10.0 - - - - 15.3 - - - 9 20.0 - - - - 10.2 - - - 10 20.0 - - - - 9.5 - - - 10A 19.0 - - - - 9.9 - - - 11 20.0 - - - - 9.3 12 20.0 - - - - 7.0 - - - 12A 19.0 K= 4.90 7.0 13.0 12B 19.0 K= 4.90 7.2 13.1 13 20.0 - - - - 9.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 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 31.1 0.995 FL 45.00 PF 13.1 1 0.0 SRCE 57.7 (N/A) 12.9 150 FTG TG PE 0.0 2 0.0 0.0 44.6 0.0 0.253 TL 52.01 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 44.6 0.0 4.0 Psi, 31.1 gpm 2A 0.0 0.0 40.6 0.0 Pipe: 3 31.1 0.995 FL 3.00 PF 2.8 2A 0.0 0.0 40.6 0.0 12.8 150 FTG ET PE 0.0 2B 0.0 H.S. 37.8 5.0 0.253 TL 11.18 PV Pipe: 4 26.1 0.995 FL 3.00 PF 1.4 2B 0.0 H.S. 37.8 5.0 10.8 150 FTG 2E PE -0.9 C 2.0 0.0 35.5 0.0 0.183 TL 7.67 PV Pipe: 5 FIXED PRESSURE LOSS DEVICE C 2.0 0.0 35.5 0.0 6.0 psi, 26.1 gpin D 2.0 0.0 29.5 0.0 Pipe: 6 26.1 1.610 FL 140.00 PF 2.7 D 2.0 0.0 29.5 0.0 4.1 150 FTG 5L FE 0.9 3A 0.0 0.0 27.6 0.0 0.018 TL 155.11 PV Pipe: 7 26.1 1.265 PL 10.00 PF 1.1 3A 0.0 0.0 27.6 0.0 6.7 150 FTG ET FE -0.6 3B 1.5 0.0 25.9 0.0 0.057 TL 18.90 PV Pipe: 8 26.1 1.101 FL 10.00 PF 1.3 3B 1.5 0.0 25.9 0.0 8.8 150 FTG 2E FE -0.9 3 3.5 0.0 23.7 0.0 0.112 TL 12.00 PV Pipe: 9 26.1 1.049 FL 3.00 PF 1.7 3 3.5 0.0 23.7 0.0 9.7 120 FTG C FE -1.3 4 6.5 0.0 20.7 0.0 0.213 TL 8.00 PV Pipe: 10 26.1 1.101 FL 22.00 PF 3.2 4 6.5 0.0 20.7 0.0 8.8 150 FTG EBR FE -1.5 5 10.0 0.0 16.0 0.0 0.112 TL 29.00 PV Pipe: 11 8.5 1.101 FL 28.00 PF 0.5 5 10.0 0.0 16.0 0.0 2.9 150 FTG EB3R FE 0.0 6 10.0 0.0 15.4 0.0 0.014 TL 37.00 PV Pipe: 12 8.5 1.101 FL 13.00 PF 0.3 6 10.0 0.0 15.4 0.0 2.9 150 FTG BR FE 0.0 7 10.0 0.0 15.2 0.0 0.014 TL 19.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/18/2013 C:\HA5583\05093 THE FOOTHILLS P4 2HD.SDF JOB TITLE: 05093 THE FOOTHILLS PLAN 4 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 11.3 1.101 PL 27.00 PF 0.9 7 10.0 0.0 15.2 0.0 3.8 150 FTG 2E2B PE -4.3 13 20.0 0.0 9.9 0.0 0.023 TL 39.00 PV Pipe: 14 -2.8 1.101 PL 33.00 PF 0.1 7 10.0 0.0 15.2 0.0 0.9 150 FTG EB2R PE 0.0 8 10.0 0.0 15.3 0.0 0.002 TL 41.00 PV Pipe: 15 -17.7 1.101 PL 12.00 PF 0.7 8 10.0 0.0 15.3 0.0 6.0 150 FTG R PE 0.0 5 10.0 0.0 16.0 0.0 0.054 TL 13.00 PV Pipe: 16 14.9 1.101 PL 11.00 PF 0.7 8 10.0 0.0 15.3 0.0 5.0 150 FTG 2EB PE -4.3 9 20.0 0.0 10.2 0.0 0.039 TL 18.00 PV Pipe: 17 10.3 1.101 PL 28.00 PF 0.7 9 20.0 0.0 10.2 0.0 3.5 150 FTG EB3R PE 0.0 10 20.0 0.0 9.5 0.0 0.020 TL 37.00 PV Pipe: 18 0.0 1.101 PL 6.00 PF 0.0 10 20.0 0.0 9.5 0.0 0.0 150 FTG 2EBR PE 0.4 10A 19.0 0.0 9.9 0.0 0.000 TL 14.00 PV Pipe: 19 10.3 1.101 PL 10.00 PF 0.2 10 20.0 0.0 9.5 0.0 3.5 150 FTG ---- PE 0.0 11 20.0 0.0 9.3 0.0 0.020 TL 10.00 PV Pipe: 20 26.1 1.101 PL 15.00 PF 2.2 11 20.0 0.0 9.3 0.0 8.8 150 FTC B PE 0.0 12 20.0 0.0 7.0 0.0 0.112 TL 20.00 PV Pipe: 21 13.0 1.101 PL 7.00 PF 0.4 12 20.0 0.0 7.0 0.0 4.4 150 FTG EBR PE 0.4 12A 19.0 4.9 7.0 13.0 0.031 TL 14.00 PV Pipe: 22 13.1 1.101 PL 7.00 PF 0.3 12 20.0. 0.0 7.0 0.0 4.4 1 150 FTG ER PE 0.4 12B 19.0 4.9 7.2 13.1 0.031 TL 9.00 PV Pipe: 23 -15.8 1.101 PL 9.00 PF 0.7 11 20.0 0.0 9.3 0.0 5.3 150 FTG BR PE 0.0 13 20.0 0.0 9.9 0.0 0.044 TL 15.00 PV Pipe: 24 -4.6 1.101 PL 42.00 PF 0.3 13 20.0 0.0 9.9 0.0 1.5 150 FTG 3B6R PE 0.0 9 20.0 0.0 10.2 0.0 0.004 TL 63.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 NOTES (HASS) Calculations were performed by the HASS 8.3 computer program under license no. 16080621 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.032 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node 1 under full flow conditions is 92.25 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B IG A D N Ell Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 0.995 1.55 3.87 1.55 3.87 4.64 0.77 7.73 7.73 3.87 1.265 1.96 3.93 1.31 4.58 3.93 0.65 6.55 6.55 3.93 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyViv GatVlv AlmChk DPVlv NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: F MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E L B R C S G 45 El BrT RunT Cplg SwCk Gate 1.101 1.00 5.00 5.00 1.00 1.00 8.00 2.00 S 0 0 Il) 0 0 0 0 N SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 E E 4I I Q. a) 0) b1 00 D D U) • H I U)rR U)QU) I U)(Y)Q -0 -i Il) 0 Q) 0..) )CI) Q 04 lU-H -'-IWE 1-4 U) 0U)OW -- 0 I (U 1-1 U) I 1z Hr- .RC') HO> NU)CF) (U. Cl'• co C') )C' • I 04 W I ' I H I U) U) H to Y) N I 31 o H I-) -0 H (N r- 0 0 0 0 0 0 • • 0 0 0 0 0 I CX) (U' (N H cz1:0(D1i1 —0.U)-H---- 44. 0 — 0 Iii Al SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/18/2013 C:\HASS83\C5093 THE FOOTHILLS P4 2HD.SDF JOB TITLE: C5093 THE FOOTHILLS PLAN 4 WATER SUPPLY CURVE 96+ 0\\\\\\\\ 88+ * <-87.8 psi @ 500 gpm I Flow Test Point 80+ 72+ P 64+ R I E S X S 56+ U I R I E I 48+ P I S I I 40+ 32+ 24+ 16+ LEGEND I I, X = Required Water Supply I 57.74 psi @ 31.1 gpm 8+ I 0 = Available Water Supply 92.27 psi @ 31.1 gpm 0++-+---+----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) Bulletin 014 Rev. J Model Fl FR Series Quick Response Standard Spray Model Fl FR56 Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall Model Fl FR56 Recessed Sprinkler Types Standard Pendent/F1/F2/FP Horizontal Sidewall Model Fl FR56 Concealed Sprinkler Types Standard Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Sprinkler Types Standard Upright Standard Pendent Model Fl FR42, Fl FRXLH & Fl FR28 Recessed Sprinkler Types Standard Pendent Model Fl FR56LL & Fl FR42LL Low Lead Spunkier Types* Standard Pendent Less than 0.25% Lead Content Listing & Approvals Underwriters Laboratories Inc. and Certified for Canada (cULus). Factory Mutual Approvals (FM) Loss Prevention Council (LPCB, UK) VdS Schad enverhutung GmbH *NSF Certified to NSF/ANSi Standard 61 Annex G UL Listing Category Sprinklers, Automatic & Open (VNIV) Quick Response Sprinkler Product Description Reliable Models F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Series Sprinklers are quick response sprinklers which combine the durability of a standard sprin- kler with the attractive low profile of a decorative sprinkler. The Models F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Series Recessed automatic sprinklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response times in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model Fl FR56, Fl FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1 FR28 Series sprinklers Upright Pendent Conventional Vertical Sidewall Horizontal Sidewall Recessed Pendent/Fl/F2 Recessed Concealed Recessed Horizontal Sidewall Pendent Pendent/FP Iright XLH Pendent I jJ Pendent F1/F2 to apply water to a fire much faster than standard sprinklers of the same tem- perature rating. The glass bulb consists of an accu- rately controlled amount of special fluid hermetically sealed inside a precisely manufactured glass capsule. This glass XLH Recessed bulb is specially constructed to provide Pendent FP fast thermal response. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid expands, forcing the bubble smaller and smaller as the liq- uid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. TheReliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Application Quick response sprinklers are used in fixed fire protection systems: Wet, Dry, Deluge or P r e a c t i o n . C a r e m u s t b e exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accor d a n c e w i t h t h e l a t e s t published standards of the National Fire Protection Association or the approving Authority Having Ju r i s d i c t i o n . Q u i c k response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers a n d s t a n d a r d r e - sponse sprinklers should not be intermixed. *j,q tie Deflector (XLH Only) Load Screw Washer Bulb Frame Cup 0 14FGO6A MoCel I-1I-N4, t-1I-NALh uprigni Technical data: Thread Max. Mm. Temperature Models Discharge Coefficient Response Size Working Working Rating Finish Pressure Pressure F1FR56 **F1 FR56LL" K 5.6 Quick 1/2" NPT See See F1FR42 **F1FR42LL(l) K 4.2 Response (R1/2) 175 PSI 7 PSI 'Temperature "Finish Table" Ratings" Table. F1FRXLH K2.8 F1FR28 (11 Low Lead Sprinklers available only with Temperature Rating 200°F/93°C Material Data: Frame Deflector Load Screw *Pintle Cup Washer Bulb DZR Brass CDA Alloy 260, CDA Alloy 360 CDA Alloy 360 CDA Alloy 651 Nickel Alloy 440 or Alloy 360 OM Brass CDA Alloy 220 or or or coated with PTFE Adhesive Glass **Low Lead Brass or CDA Alloy5l0 CDA Alloy 544 CDA Alloy 544 CDA Alloy 693 Tape 2. Model F1FR56, Upright, Pendent & Conventional Sprinklers Model F1FR42, F1FRXLH & F1FR28 Upright & Pendent Sprinklers Installation Wrench: Model 0 Sprinkler Wrench Installation Data: • Nominal Orifice Thread Nominal K Factor Sprinkler Approval Sprinkler Identification Number (SIN) Size US Metric Height Organization Upright Pendent Standard-Upright (SSU) and Pendent Deflectors Marked to Indicate Position 1/2" (15mm) 1/2 NPT (R1/2) 5.6 I 80 2.25' (57mm) J 1,2,3,4 RA1425"°53> 7/16" (10mm) 1/2" NPT (R1/2) 4.2 60 2.25" (57mm) I 1 RA14230) 3/8"(10mm) 112" NPT (R1/2) 2.8 _40 2.25"(57mm)1 RA1421t1) _RA1413 _RA1411 Conventional-Install in Upright or Pendent Position 15mm ' 1/2" NPT (R1/2) 5.6 1 80 1 57mm 1 3,4 1 RA14750 cULus listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. ( Polyester coated LPCB & VdS approved sprinkler 8A1425, RA1414 & RA1475. Upright Pendent Conventional Model Fl FR56LL & Fl FR42LL Pendent Sprinklers Installation Wrench: Model D Sprinkler Wrench InstallationData: Nominal Thread Nominal K Factor Sprinkler Approval fOrganization Sprinkler Identification Number (SIN) Orifice Size US _Metric _Height Pendent Standard-Pen dent Deflectors Marked to IndicatePosition 1/2"(15mm) 1/2"NPT(R1/2) 5.6 1 1,5 RA1414 7/16(11mm) 1/2"NPT(R1/2) 4.2 (_60 _80 _2.25"(57mm) _2.25"(57mm) 1_1,5 RA1413 (11 cULus listed corrosion resistant (Polyester coated) sprinkler. 3. Model Fl FR56, Fl FR42, Fl FRXLH & Fl FR28 Quick Response Recessed Pendent Spri n k l e r t 1 Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread , K Factor Size US Metric Sprinkler Height Sprinkler Identification Number (SIN) 1/2"(15mm) 1/2"NPT(R½) 5.6 80 2.25" (57mm) RA1414 7/16"(10mm) 1/2'_NPT(R1/2) 4.2 60 2.25" (57mm) RA1413 3/8"(10mm) 1/2__NPT(R1/2) [_2.8 40 2.25'_(57mm) RA1411 Refer to escutcheon data table for approvals & dimensions Model Fl FR56LL & Fl FR42LL Quick Response Recessed Pendent Sprinkler(') Installation Wrench: Model GFR2 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Sprinkler Identification Number (SIN) US Metric 1/2" (15mm) 1/2" NPT(R½) 5.6 80 2.25" (57mm) RA 1414 7/16" (10mm) 1/2" NPT (R1/2) 4.2 j 60 2.25" (57mm) RA 1413 Refer to escutcheon data table for approvals & dimensions rRb i '-0 ACSSS.' / ES WE RE CR7505 000.'s.os RECESS - AT 00050 RECESS 3/879,5.,....) I 1 71i AtAt 'F2 ffaW —M4 AT 1001009 RECESS - AT £05000 ESS. ( /2 RELUCER 2 3/v CR.'. t66 7-T.1 SOLE CR CR77,200 2 5/76' 55.0 (58.50...) CUR PACE CE (770.5.5 IC, EACE OP CR700.5 004CNSESN 090,050 RECESS - 7 950006 RECESS - 5750 Ros,) AT 9450009 RECESS A20USL9.9E97 / Al 900901/ OCCESS 3 /4'O,O Model F1 FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Fl or F2 F1FR28 FP Model Fl FR56 Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: P Nominal Nominal K Factor Sprinkler Approval Sprinkler US Metric I Orifice Thread Size Height Organizations Identification i Numbers (SIN),, ½" (15mm) ½" NPT(R1/2) 5.6 1 8.0 2.25" (57mm) 1,2,3,4 ] 15mm ½" NPT (R1/2) I 5.6 8.0 2.25" (57mm) 4(1) RA14852 (1) LPC Approval is for pendent position only. ' cULus Listed corrosion resistant (Polyester coated) sprinkler. [ Sprinkler Type Deflector to Ceiling Distance (Mm. - ax. - Upright 4" (102mm) - 12" (305mm) Pendent 4" (102mm) Vertical Sidewall 4. Model Fl FR56 Quick Response Horizontal Sidewall Sprinkler Deflector: HSW Installation Wrench: Model D Sprinkler Wrench Installation Data: Horizontal Sidewall Nominal K Factor Sprinkler Approval Organizations -- Sprinkler Nominal Orifice Thread Size __________________ Height and Type of Approval Identification US Metric Light Hazard Ordinary Numbers (SIN) Hazard 1/2" (15mm) ½" NPT (R1/2) 5.6 -L 80 2.63"(67mm) 1,2 1 RA1435052) cULus Listed corrosion resistant (Polyester coated) sprinkler. Polyester coated FM approved sprinkler. Horizontal Sidewall "DH. 2 22 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER IEREUCH BOSS 3/4719mm] ,4O,IUSTMENr ~2- ESCUTCHEON 1/2712. Tmm] ADJUSTMENT FACE OF FITTING To FACE OF CEILING DIMENSION Fl ESCUTCHEON AT MAXIMUM RECESS = 1725.4mm] AT MINIMUM RECESS = 3/879.5mm] F2 ESCUTCHEON AT MAXIMUM RECESS = 3/4719mm] AT 44W/MUM RECESS 3/8 '[ 5mm] r2 1/4 HOLE ON. [5 7.2mm] X 1/2' REDUCER - AT MAXIMUM RECESS l-3/8"/'34.9mm1 H 7 AT MINIMUM RECESS 2-1/18752.4mm] lZ ELE5QLcJiEQB I AT MAX/MUM RECESS 1-5/8 74 7.3mm] AT MINIMUM RECESS 2-1/187524mm] [3.2mmJ L (1) 4-12" (10 l.6mm -304.8mm] CEILING TO DEFLECTOR EEP.Jl.Sw w/FI OR F2 ESCUTCHEON (1) FM APPROVED FOR 4 - 6 [707.6MM - I52.4MUJ CEILING TO DEFLECTOR. Note: For Recessed HSW Sprinklers use installation wrench GFR2. Model F1FR56 Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Factor Thread Size Model Temp. Rating Max. Ambient Temp Bulb Color Approvals Sprinkler Identification Number(SIN) __ us Metric ____ _ Sprinkler I Cover ½" (15mm) 5.6 80 ½" NPT F1 FR 1350F/571C 1351F/571C 100°F/380C Orange 1 RA 1414 1/2" (15mm 5.6 80 1/," NPT F1FIR 155°F/68°C I 135°F/57°C 100F/38°C Red 1,4(1) lRA1414 ½ (15mm) 5.6 80 ½" NPT F1FR 175°F/79°C t 165°F/74°C 100°F/38°C Yellow 1 RA1414 ½" (15mm) 5.6 80 1/2" NPT F1FR 200°F/93°C I 165°F/740C 150°F/650C Green 1 RA 1414 (1 ) For VdS only = 1551F/681C Norbulb and 1/2" [12,7mmj adjustment, Model Fl FR56LL Quick Response Concealed Pendent Sprinklers Installation Wrench: Model RC1 Sprinkler Wrench Technical Data: Nominal Orifice "K" Factor Thread Size Temp. Rating I Model Sprinkler I Cover Max. Ambient j Temp Bulb Color Approvals I Sprinkler Identification I Number(SIN) US ______________ Metric [112"(15mm) 5.6 ( 80 ½" NPT F1FR56LL( 200°F/93°C I 165°F/74°C 150°F/651C Green 1,5 RA1414 5. . 1/2" REDUCING rEE OR ELBOW 2 5/B DIA. 2 5/16" 0/A - HOLE IN CE/LI//C CUP 1 1/2MAX FACE OF FITTING FACE OF CEILING / - DIMENSION IUNG COVE; 75/16" COVER PL47E ASSEMBLY /3 5/16' OH - SPRINKLER TENT Figure 1 Installation Aid A protective cap is included for use during installation. Important: The F1FR56 Sprinkler with Model COP cover plate is not an FM Approved combination, Installation Quick response sprinklers are intended for installation as specified in NFPA 13. Quick response sprinklers and stan- dard response sprinklers should not be intermixed. The Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Recessed Quick Response Sprin- klers are to be installed as shown. The Model Fl or F2 Es- cutcheons illustrated are the only recessed escutcheons to be used with the Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Sprinklers. The use of any other recessed escutcheon will void all approvals and ne- gate all warranties. When installing Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & F1FR28 Sprinklers, use the Model D Sprinkler Wrench. Use the Model GFR2 Wrench for install- ing F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH & Fl FR28 Recessed Pendent Sprinklers. Any other type of wrench may damage these sprinklers. NOTE: A leak tight ½" NPT (R112) sprinkler joint can be obtained with a torque of 8-18 ft-lbs (10,8 - 24,4 N-m). Do not tighten sprinklers over maximum recommended torque. It may cause leakage or impairment of the sprinklers. The Models F1FR56/CCP & Fl FR56LL/CCP Concealed Sprinkler use the ½" orifice, ½" NPT (R1/2), Model F1FR56 & Fl FR56LL Pendent Sprinkler with a threaded Model COP cup which is factory attached to the sprinklers. The Model F1FR56 Pndent is available in temperature rating of 135°F (570C), 155°F (680C), 175°F (79°C) or 200°F (930C). The Model F1FR56LL Pendent is available only in a rating of 200°F (93°C). The concealed sprinkler assemblies are com- pleted by the installation of the attractive low profile Model CCP push on cover plate assembly, rated 135°F (57°C) or 165°F (74°C) for the Fl FR56 and 1650F (74°C) for the FlFR56 LL. The cover plate and sprinkler cup assemblies are joined using a cover plate skirt with flexible tabs for threaded en- 1" . 1/2 REDUCING TEE OR ELBOW - 1.I 25/ô oiA 2 5/16 OH - HOLE IN CEILING CUP - I I/2 M4X. FACE OF F/TONG CE OF CEILING TO FA DIMENSION CEILING J COVERADJUSTMENCOVER T L/I_J PLATE ASSEMBLY 3 5/16 ON SPRINKLER CONCEALED. 5/16" ADJUSTMENT Figure 2 gagement. A choice of two cover plate assemblies provide either 1/2" (13mm) or 5/8" (8mm) of cover adjustment, Do not install these sprinklers in ceiling which have positive pressure in the space above. After a 2 /8" (67mm) diameter hole is cut in the ceiling, the sprinkler is easily installed with the Model AOl Wrench. A Teflon* based thread sealant should be applied to the sprin- kler threads only. The Model RC1 Wrench is then used to engage the sprinkler wrenching surfaces and to install the sprinkler in the fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be tak- en to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER. The cover plate is then pushed onto the cup. Final adjustment is made by hand turning the cover plate until the skirt flange makes full contact with the ceiling. Cover plate removal requires turning in the counter clockwise direction. After installation, inspect all sprinklers to ensure that there is a gap between the cover plate and ceiling and that the four cup slots are open and free from any air flow impedi- ment to the space above. Concealed cover plate/cup assemblies are listed only for use with specific sprinklers. The use of any other concealed cover plate/cup assembly with the Model Fl FR56 Pendent Sprinkler or the use of the Model CCP Concealed cover plate assembly on any sprinkler with which it is not specifi- cally listed my prevent good fire protection and will void all guarantees, warranties, listings and approvals. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and in- stallation. REMOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Removal of the protectors before this time may leave the bulb vulnerable to damage. RASCO wrench- es are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PRO- TECTORS. *DuPont Registered Trade Mark 6. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color I OF Ordinary 57 t 135 100°F (38°C) Orange Ordinary 68 155 100°F (38°C) Red Intermediate 79 175 150°F(66°C) Yellow Intermediate 93 200 150°F(66°C) Green High (1) 141 1286 225°F (107°C) Blue )1) Not available for recessed sprinklers. Escutcheon Data (1) (1) SIN RA1435 - cULus permits use with Fl, F2 or EP escutcheons for light hazard" only, while FM limits use for same hazard with F2 escutcheon only. Maintenance The Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLH and Model F1FR56, F1FR56LL, F1FR42, F1FR42LL, F1FRXLl-I & F1FR28 Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Recessed Pendent Vertical Sidewall Horizontal Sidewall Recessed Horizontal sidewall Concealed pendent Maximum Working Pressure 175 psi (12 bar) 100% Factory tested hydrostatically to 500 psi (34.5 bar) Finishes (1) Standard Finishes _____ Sprinkler - Escutcheon Cover p1ate1 Bronze i Brass Chrome Plated Chrome Chrome Polyester Plated White Coated (4((5)(6) White Painted Special Application Finishes Sprinkler Escutcheon Cover plate1 _ Bright Brass (3) Bright Brass Bright Brass Black Plated Black Plated Satin Black Paint (296 Black Paint Off White Off White (2)(6( Off White Black Paint Satin Chrome Satin Chrome Black Plated 01 Other finishes and colors are available on special order. Consult the factory for details. Custom color painted sprinklers may not retain their UL Corrosion resistance listing. Coverplate custom paint is semi-gloss, unless specified otherwise. cULus Listed only. 200°F (93°C) maximum. cULus listed "corrosion resistance' applies to SIN Numbers RA1435 (HSW), RA1485(VSW), RA1425 (Upright), RA1414 (Pendent) and RA1415 (Pendent) in standard black or white. Corrosion resistance in other polyester colors is available upon request. FM Approvals finish as 'Polyester coated' applies to SIN Number RA1414, RA1435 and RA1425 in standard black or white. LPCB and VdS Approved finish applies only to RA1425, RA1414 and RA1475. Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Cover plate Model Cover plate Thread size Cover plate Temperature Cover plate Adjustment Cover plate Finish Note; When Model Fl FR56 Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. 7. Fl Res 30, 49, 58 & 76 Recessed Pendent I Fl Fl Res 30, 49, 58 & 76 Recessed Pendent I FP i-i ties bd I-1WA VA Fl Res 30, 49, 58 & 76 Fl Res 44 & 58 Fl Res 44 SWC CCP Pendent Recessed HSW/F2 Bulletin 135 Rev. J 143 b l e Model Fl CD Residential Sprinklers for cn Design Density of .05 gpm/ft2 Model Fl Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpmilt2 Types: Fl Res 30Pendent Fl Res 30 Recessed PendentJF2 Fl Res 30 Recessed PendentJFP Fl Res 49 Pendent Fl Res 49 Recessed Pendent/Fl Fl Res 49 Recessed PendentJFP Fl Res 58 Pendent Fl Res 58 Recessed PendentJFl Fl Res 58 Recessed Pendent/FP Fl Res 76Pendent Fl Res 76 Recessed PendentJFl Fl Res 76 Recessed Pendent/FP Fl Res 30 CCP Pendent Fl Res 49 CCP Pendent Fl Res 58 CCP Pendent Fl Res 76 CCP Pendent Fl Res 44HSW Fl Res 44 Recessed HSW/F2 Fl Res 58HSW 20, Fl Res 58 HSWX 21. KRes58 HSWX 22, Fl Res 58 HSW Recessed HSW/F2 23. Fl Res 44SWC Listings & Approvals Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) NYC MEA 258-93-E Slope Ceiling Approvals: Refer to Bulletin 035 Sprinklers for .10 Density: Refer to Bulletin 176 UL Listing Category Residential Automatic Sprinkler UL Guide Number VKKW Patents US Patent No. 6,516,893 applies to the Model Fl Res 49 & 58 Pendent Sprinklers US Patent No. 7,353882 applies to Model Fl Res 44 & 58 HSW Sprinklers US Patent No. 7,784,555 applies to Model Fl Res 44 SWC Sprinklers Product Description Model Fl Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitiv- ity glass-bulb and low profile decorative design. The Fl Res Horizontal Sidewall sprinklers (Figs. 5, 6 & 7) are equally attrac- tive when above ceiling piping cannot be used. The 3mm glass-bulb pendent sprinklers permit the efficient use of residential water supplies for sprinkler coverage in residential fire protection design. The low flow Fl Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection applica- tion needs of the latest residential market standards (UL 1626 Standard). Upon fire conditions, rising heat causes a sprinklers heat-sensitive element, glass bulb or link to actuate, releasing the waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: Thermal Sensor: Soldered Element (Link) or Nominal 3mm glass-bulb Sprinkler Frame: Brass Casting Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi Thread Size: 1/2" NPT (R1/2) K-Factor: 3.0 (Actual) - Fl Res 30 Pendent Sprinkler 4.9 (Actual) - Fl Res 49 Pendent Sprinkler 5.8 (Actual) - Fl Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - Fl Res 76 Pendent Sprinkler 4.4 (Actual) - Fl Res 44 HSW Sprinkler Density: Minimum 0.05 gpmlft2 The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 15 2-1 H \\ r\\ ('I 52 121255 i:;? (12 LV27z 35 C62 - J5FG03 Application ModeF1 Res Sprinklers are used for Residential Fire Pro- tection according to UL 1626 Standard*. Be sure that ori- fice 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 Models Fl Res sprinklers are to be installed as shown. Model Fl, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model Fl Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model Fl Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models Fl Res Recessed Pendent, CCP & SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model Fl Res Recessed HSW sprin- klers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install Fl Res 44 with a ceiling to deflector dis- tance of 4" - 12". Flow arrow on deflector must point away from near wall and 'Top" marking must face ceiling. Escutcheon*, Fl or F2, Data: Adjustment "A" Face of fitting Type Inch (mm) Inch (mm) to ceiling Inch (mm) Fl 3/4(19,0) Miri.=3/4" (19.1) /16 - /16 Max.=11/2' (38.1) (4.7-24.0) F2 1/2(12.7) Min.=15/I6' (23.8) 3116 - ¶1/16 Max.=172" (38.1) (4.7-17.4) * Note: Escutcheons Fl or F2 may be used with Model Fl Res 49, 58 & 76 Recessed Pendent Sprinkler Model Fl Res 30 Recessed Pendent / F2 Model Fl Res 30, 49, 58 & 76 Pendent Mod ti ent/Fi Fl escutcheon, 3/4' (19mm) adjustment Fig. 1 Fig. 2 Technical Data: F1 Res 30 Pendent and Recessed Pendent (SIN R3511) Max. I Sprinkler I Max. Actual j Sprinkler Thread Nominal Orifice I Pressure Temp. Rating Ambient Temp. K Length Size Inch (mm) psi I °C .If OF IOC I Factor Inch (mm) I '/"NPT I J 155 175(12)i75 1 68 79 I 100 I 381 3.0 I 2.25 (57) Ordinary Temp. Rating 'Intermediate Temp. Rating Top of Deflector I - Minimum Max. Coverage area Max. Spacing (1550F/680C) (175°F/79°C) to ceiling Spacing Flow Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) .M1fin PSI (bar) GPM (L/mln)I_ PSI (bar) 12 x12(3,6 x 3,6) 12(3,6) 8(30,3) 7.0 (0,48) 8(30,3) (0,48) _7.0 1 to 4 (25 to 100); ½ recessed using F2 escutcheon 8(2,4) 14 x14(4,3x4,3)j_14(4,3) 10(37,8) 11(0,76) 10(37,8) 11(0,76) For Ceiling types refer to NFPA 13, 13R or 130 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent (SIN R3516) Thread Nominal Orifice I Max. I Sprinkler Max. I Actual i Sprinkler Size Inch (mm) Pressure Inp. Rating Ambient Temp. K Length °C P psi (bar) Factor Inch (mm) ½" NPT 1/2)__]/i&" (11) 175(12) 155 I 175 68 I 79 F 100 38 150 66 F I I F 2.25 (57) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°F168°C) Intermediate Temp. Rating lop of Deflector to (175°F179°C) Ceiling Flow { Pressure Inch (mm) GPM (L/min) PSI (bar) , Minimum spacing Ft (m) Flow GPM if In) Pressure PSI (bar) 12 x 12(3,6x 3,6) - 12(3,6) 13(49) 7.0 (0.48) 13(49) 7O(0,48) 7.0 (0,48) 1104(25 to 100); ½ (13) recessed 7.0 (0,48) 11 using F2 escutcheon, 3/4 (19) recessed 12(0,83) using Fl escutcheon 16,7(1,14) 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 7.0 (0,48) 13(49) 16 x 16(4,9 x 4,9) 16(4,9) 13(49) 7.0 (0,48) 13(49) 18 x 18(5,5 x 5,5) 18(5,5) 17(64,3) 12(0,83) 17 (64,3) 20x20(6,1 x6,1) 20(6,1) 20(75,7) 16.7 (1,14). 20(75,7) For Ceiling types refer to NFPA 13, 13R or 13D Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°Fi8°C) . Intermediate Temp. Rating 1. Top of Deflector to (17Ff79C).. Ceiling Flow Pressure Inch (mm) GPM (L4nin) PSI (bar) Minimum Spacing Ft (m) Flow GPM (Lknin) Pressure PSI (barL 12 x 12(3,6 x 3,6) 12(3,6) 15(57) 9.4 (0,65) 15(57) 9.4 (0,65) 16(60,5) 10.6 (0,73) 4 to 8(100 to 203); 1/2 (13) recessed 17(64,3) 12.0(0,83) using F2 escutcheon, 3,4(19)recessed 19(72) 15.0(1,0) using Fl escutcheon 22(83,2) -_20.2 (1,4) 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 16(60,5) 10.6 (0,73) 16 x 16 (4,9 x 4,9) 16(4,9) 17(64,3) 12.0 (0,83) 18 X 18(5,5 x 5,5) 18(5,5) 19(72) 15.0 (1,0) 20 x 20(6,1 x 6,1) 1 20(6,1) 22(83,2) 20.2(1,4) *Note: The Fl Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13, NFPA 1 3 R a n d N F P A 1 3 D i n b e a m e d ceilings meeting the following criteria: Maximum beam depth = 7" (178mm) Beam spacing at or greater than 7.5 ft. (2.3m) on center, Technical Data: F1 Res 58 Pendent and Recessed Pendent (SIN R3513) Thread Nominal Orifice I Max. I Sprinkler I Max. Actual Sprinkler Size I Inch (mm) I Pressure I Temp. Rating I Ambient Temp. K Factor I Length °F F °F F psi (bar) Inch (mm) 1/2" NPT 1/2" (13) 175(12) 151 68 F 100 38 I 5.8 F F 2.25 (57) (RY2) I I 175 79 150 I 66 Ordinary Temp. Rating Intermediate Temp. Rating I Top of Deflector to Minimum Max. Coverage area Max. Spacing (155°F1680C) (175°F/790C) Ceiling Spacing Flow Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM 1),. PSI (bar) GPM (Llmin) PSI (bar) - 12 x 12(3,6 x 3,6) 12(3,6) 16(61) 7.6(0,53) 16(61) 7.6(0.53) 1 t04(2510 100); ½ (13) recessed 14 x 14(4,3 x43) 14(4,3) 16(61) 7.6 (0,53) 16(61) 7.6 (0,53) 16 x 16(4,9 x 4,9) 16(4,9) 16(61) 7.6 (0,53) 16(61) 7.6 (0,53) using F2 escutcheon, 3/4 (19) recessed 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 19(72) 10.8 (0,75) 19(72) 10.8 (0,75) 1 using Fl escutcheon 20 x 20(6,1 x 6,1) 20(6,1) 22 (83,3) 14.4(l.0) 22 (83,3) 14.4 (1,0) For Ceiling types refer to NFPA 13, 13R or 130 Model Fl Res 30, 49, 58 & 76 e'acrI Darirlorit I 1ZP rr pur i-or lu irau-oii eur ior -i 4E.GL C1 I Fl RES 49 PENDENT/FP Fig. 4 Techniôal Data: Fl Res 76 Pendent and Recessed Pendent (SIN R7618) Thread Nqminal Orifice Max. Sprinkler Max. I K S prinkier Size inch (mm) Pressure I Temp. Rating Ambient Temp. Factor Length IOFIOc OF 1 0 psi (bar) I Inch (mm) 3/4" NPT (R1/2) 17/32" (135) 175 (12) I 155 175 68 100 79 150 38 I 66 7.6 2.25 (57) Max. Coverage area Ft x Ft (m x m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°Fi8°0 Intermediate Temp. Rating (iF79°C) Top of Deflector to ceiling Inch (mm) PSI (bar) Minimum Spacing Ft (m) Flow Pressure GPM (1/mm) PSI (bar) Flow 1 GPM (lJmin) Pressure 12 x 12(3,6 x 3,6) 12(3,6) 21(79,5) 7.6 (0,53) 21(79,5) 7.6 (0,53) 1 t 4 (25 to 100); Y2 (13) recessed using F2 escutcheon, 34 (19) recessed using Fl escutcheon 8(2,4) 14 x 14 (4,3 x 4,3) 14(4,3) 21(79,5) 7.6 (0,53) 21(79,5) 7.6 (0,53) 16 x 16 (4,9 x 4,9) 16(4,9) 21(79,5) 7.6 (0,53) 21(79,5) 7.6(0,53) 18 x 18 (5,5 x 5,5) 18(5,S) 21(79,5) 7.6 (0,53) 21(79,5) 7.6 (0,53) 20 x 20(6,1 x 6, 1) 20(6,1) 23(87,1) ' 9.2 (0,63) 23(87,1) 9.2 (0,63) For Ceiling types refer to NFPA 13, 13R or 130 Model Fl Res 30, 49, 58 & 76 CCP Pendent 2 5/8 (66. 7mm] CIA. 2 5/16" 014. HOLE IN CEILING f5SJ,mj' CUP I I " 1 "1/2" REDUCER CUP La1c CEILING I 1 1/4" "3l5rnrn] MAX, FACE OF FITTING TO FACE OF CEILING DIMENSION COVER ADJUSTMENT i HEiGHT 3 5/16" CIA, 1J5FC040 [84,Ir,] Fl RES 30, 49, 58& 76 CCP FEND. Fig. 3 Note: The Fl Res 76 will use a 1" x 3/4" reducer. 4. CCP Options Data: Cover Adjustment CCP Height Inch (mm) Inch (mm) 1/2 (12.7) 1/16(24) /I6 (7.9) 3/4 (19) FP Data "A": FP Position Inch (mm) Max. Recessed /16 (1 lj Mm. Recessed '/6 (24) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Teáhnical Data: F1 Res 30 CCP Pendent and Recessed Pendent/FP (SIN R3511) Thread Nominal I Max. I ! V I CCP Assembly Max. I I K I Sprinkler Size . Orifice Pressure I Temp. Rating Ambient Temp. Factor Length I °C I °C Inch (mm) psi (bar) I Inch (mm) (R143) /64- (82) 175 (12) I 135 I 57 I 100 38 3.0 2.25 (57) Ordinary Temp. Rating Top of Deflector Minimum Max. Coverage area Max. Spacing (I 55°F/68°C) to Ceiling Spacing Flow Pressure Ft x Ft (m x m) Ft (m) Inch (mm) Ft (m) GPM (Llmin) PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 8(30,3) 7.0 (048) 1 t 4(25 to 100); ½ (13mm) recessed 8(24) 14 x 14 (4,3 x 4,3) 14(4,3) 11(37.8) 13.4 (0,92) using FP escutcheon For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent/FP (SIN 3516) Nominal CCP Max. Sprinkler Thread Orifice Max. Assembly Ambient K Length Size Inch Pressure Temp. Temp. Factor Inch (mm) psi (bar) Rating ____ (mm) °F i -C -F HC '/2"NPT 175(12) 135 I 57 1100 F38 4.9 2.25 (57) Max. Coverage Max. Spacing Ordinary Temp. Rating (155°F/68°C) Top of Deflector to Minimum area Ft x Ft (mx m) Ft (m) Ceiling Inch (mm) Spacing Ft (m) Flow Pressure GPM (L/minj PSI (bar) 12 x 12(3,6 x 3,6)1 12(3,6) 13(49) 7.0 (0,48) 1 t 4(25 to 100); 14 x 14(4,3 x 4,3) 14(4,3) 13(49) 1 7.0(0,48) 1 16 x 16(4,9 x 4,9) 16(4,9) 14 (53) 8.2 (0,56) ½ (13) recessed using FP escutcheon 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 18(68,1) 13.5(0,93) 20x20(6,1 x6,1) 20(6,1)_- 20(75,7) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP (SIN R3513) Nominal Max. I CCP Assembly I Max. K I Sprinkler Thread Size Orifice I Pressure Temp. Rating Ambient Temp. i Factor Length °F I °C Inch (mm) psi (bar) j °F °C Inch (mm) /2" NPT /2" (13) 175 (12) 135 57 100 I 38 5.8 I 2.25 (57) j (R'/2) I I Max. Coverage I Max. Spacing Ordinary Temp. Rating (155°F/680C) o f Deflector to Minimum area Ft x Ft (m x m) ' Ft (m) Flow Pressure Ceiling Inch (mm) Spacing Ft (m) GPM ifJ PSI (bar) 12 x 12 (3,6 x 3,6) 12(3,6) 16 (61) 7.6 (0,53) 1to4(25t0 100); 14 x 14(4,3 x 4,3) 14(4,3) 16(61) 7.6 (0,53) 16 x 16(4,9 x 4,9) 16(4,9) 16(61) 7.6 (0,53) ½ (13) recessed using FP escutcheon 8(2,4) (5,5) 19(72) 10.8 (0,75) 18 x 18(5,5 x 5,E I)2020 x 20(6,1 x (6,1) 22(83,3) 14.4 (1,0) For Ceiling types refer to NFPA 13, 13R or 13D 5. FACE OF F?I7ING To - WALL DIMENSION -1 1/4 MIS. -2 1/4 HOLE DIA. 1/S [5 7.2 J CEILING TO [3mm] DEFLECTOR C 5 1/2 REDUCER-7 DIMENSION 2rnmJ 27/J2DA - L TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 1/2 [l3rn] 1J5F406-0 ' ADJUSTMENT FiRES 58 44ftW/I Fig. 5 Model Fl Res 44 & 58 Recessed HSW/F2 F2 escutcheon, 1/2" (13mm) adjustment Escutcheon, F2, Data: Face of Fitting Type Adjustment to wall Inch (mm) Inch (mm) F2 /4 (13) - 11/16 (4.7-17.4) - Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP (SIN R7618) Thread Nominal, Max. CCP Assembly Max. Sprinkler Size Orifice I Pressure Temp. Rating Ambient Temp. Length Inch (mm) psi (bar) °C Faor °F I Inch (mm) I 3/4" NPT I /32" (13.5) 175 (12) 135 57 100 150 I 38 7.6 66 I I I I 2.25 (57) Max. Coverage Ordinary Temp. Rating Max. Spacing (1 55°F168°C) Top of Deflector to Minimum area Ft x Ft (m x m) Ft (m) Flow Pressure Ceiling Inch (mm) Spacing Ft (m) GPM (L.knin) PSI (bar) 12 x 12 (3,6 x 36) 12(3,6) 21 (79,5) 7.6 (053) 1 t 4(25 to 100); 14 x 14(4,3 x 4,3) 14(4,3) 21 (79,5) 7.6 (0,53) 16 x 16 (4.9 x 4,9) 16(4,9) 2'1(79.5) 7.6 (0,53) ½ (13) recessed using FP escutcheon 8(2,4) 18 x 18 (5,5 x 5,5) 18(5,5) 22 (83,3) 8.4 (0,58) 20 x 20 (6,1 x 6, 1) 20(6,1) 25(94.6) 10.8 (0,74) For Ceiling types refer to NFPA 13, 13R or 13D Model Fl Res 44 & 58 HSW Technical Data: F1 Res 44 HSW & HSW/F2 (SIN R3531) Thread Nominal Orifice Max. Sprinkler Pressure Temp. Rating Max. Ambient K I Sprinkler Length Size Inch (mm) psi (bar) Temp. Factor [Inch (mm) 0C c ½ (R½) /8" (10) ' 68 175 (12) 175 79 _!_ t66 100 150 4.4 38 __ 2.45(62) Max. Coverage area Ft x Ft (mx m) Max. Spacing Ft (m) Ordinary Temp. Rating (1550F/68) Intermediate Temp. Rating Top of Deflector to (75F/7ç)_ Ceiling Flow Pressure Inch (mm) GPM (Llmin) PSI (bar) Minimum spacing Ft (m) Flow GPM (1/mm) Pressure PSI (bar) 12 x 12(3,6 x 36) 12(3,6) 12(45,4) 7.5 (0,52) 12(45,4) 7.5 (0,52) 14(53,0) 10.2 (0,71) 16(60,6) I 13.3 (0,92) 4 to 6(100 to 152); ½ (13) recessed 18(68,1) 16.8 (0,53) using F2 escutcheon 19(72,0) 18.7 (1,29) 23 (87,1) 27.4(1,89) 8(2,4) 14 x 14(4,3 x 4,3) 14(4,3) 14(53,0) 10,2 (0,71) 16 x 16(4,9 x 4,9) 16(4,9) 16(60,6) 13.3(0,92) 16 x 18(4,9 x 5.5) 16(49) 18(68,1) 16.8 (0,53) 18 x 18(5,5 x 5,5) 18(5,5) 19(72,0) 18.7 (1,29) 16 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 27.4 (1,89) 12 x 12(3,6 x 3,6) 12(3,6) 14(53,0) 10.2 (0,71) 14(53,0) 10.2 (0,71) 16(60,6) 13.3 (0,92) 11 6 to 12 (152 to 305); 17(64,4) 15 .0(1,04) ½(13)recessed - using F2 escutcheon 20(75,7) 20.7 (1,43) 23(87,1) 27.4(l.89) 14 x 14 (4,3 x 4,3) 14(4,3) 16(60,6) 13.3 (0,92) 16x 16(4,9x4,9) 16(4,9) 17(64,4) 15.0(1,04) 16 x 18(4,9 x 5,5) 16(4,9) 20(75,7) 20.7 (1,43) 16 x 20(4,9 x 6,1) 16(4,9) 23(87,1) 27.4(1,89) For Ceiling types refer to NFPA 13, 13R or 13D Technical Data: Fl Res 58 HSW & HSW/F2 (SIN R3533) Escutcheon, F2, Data: Nominal Max Face of Fitting Max. Sprinkler Sprinkler Adjustment Thread Orifice Ambient K Type to wall Pressure Temp. Rating Size Inch Temp Factor Length Inch (mm) mJ psi (bar) --- Inch (mm) Inch (mm) _ JI6 - 11/16 1/2" NPT '/2(13) 175(12) J8 100 38 5.8 2.45 (62) /2 (13)174) (R½) 5 79 150 66 Ordinary Temp. Rating Intermediate Temp. Rating Top of Deflector toJ Minimum Max. Coverage area Max. Spacing (155°F8ç_ (175°F/79)__ - Ceiling Flow Pressure Flow Pressure Ft x Ft (m x m) Ft (m) Spacing Inch (mm) Ft (m) GPM (1/mm) PSI (bar) GPM (L/min) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 16(60,6) 7.6 (0,53) 16(60,6) 7.6 (0,53) 4106(100 to 152); 14 x 14 (4,3 x 4,3) 14(4,3) 18(68,2) 9.7 (0,69) 18 (68,2) 9.7 (0,69) 16 x 16 (4,9 x 4,9) 16(4,9) 21(79,5) 13.2(0,91) 21(79,5) 13.2 (0,91) ½ (13) recessed using F2 escutcheon 16 x 18(4,9 x 5,5) 16(4,9) 25(94,7) 18.6(1,28) 25(94,7) 18.6(l.28) 8(2,4) 16 x 20(4,9 x 6,1) 16(4,9) 29(109,8) 25.0 (1,73) 29(109,8) 25.0 (1,73) 12x 12(3,6x3,6) 12(3,6) 22(83,3) 14.4(1,0) 22(83,3) 14.4(1,0) 6 to 12 (152 to 305): ½ (13) recessed 14 x 14(4,3 x 4,3) 14(4,3) 22(83,3) 14.4 (1,0) 22(83,3) 14.4(1,0) 16 x 16 (4,9 x 4,9) 16(4,9) 26(98,4) 20.1 (1,39) 26(98,4) 20.1 (1,39) using F2 escutcheon 16 x 18(4,9 x 5,5) 16(4,9) 31(117,4) 28.6 (1,97) 31(117,4) 28.6 (1,97) or Ceiling types refer to NFPA 13, 13R or 13D Model Fl Res 44 SWC Tihnirl fl2t Fl 44 SW( 1lN RW1 I I/4 [JI.75m,,] JO4OunJ Ile Of F.U~ng NIEN 2 FURN COLLAR UNTIL 7IGI7 AGAIISt SPRINKLES [42 07mm] I,2 7071 Fl RES 44 SWC Fig. 6 Nominal Max. Cover Max. Sprinkler Thread I Orifice Pressure Temp. Ambient K Length Size Inch (mm) psi (bar) Rating P. Factor O CInch (mm) OF I 0OF ½" NPT 3/s" (10) 175(12) 135 57 100 38 4.4 2.45 (62) (R½) __________ area Ordinary Temp. Rating (155°FI8°c) Top of Deflector to Minimum Max. Coverage Max. Spacing Ceiling Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Inch (mm) Ft (m) GPj 12 x 12(3,6 x 3,6) i 12(3,6) 13(49,2) 14(53,0) 8.7 (0,60) 10.2 (0,71) 4t06(100t0152); F 14 x 14(4,3 x 4,3) 14(4,3) 16x16(4,9x4,9) 16(4,9) 17(64,3) 15.0(1,1) (13) recessed using F2 escutcheon 16 x 18 (4,9 x 5,5) 16(4,9) 19(71,8) 23(87,1) 1 18.7(1,13) 27.4(1,89) 8(2,4) 16 x 20 (4,9 x 6, 1) 1 16(4,9) 12x 12(3,6x3,6) 12(3,6) 14 (52,9) 15(56,7) 10.2(0,71) 11.7 (0,81) 6 to 12 (152 to 305); Y2 (13) recessed 14 x 14(4,3 x 4,3) 14(4,3) 16 x 16(4,9 x 4,9) 16(4,9) 18(68,1) F 20(75,6) 16.8(1,16) using F2 escutcheon 20.7 (1,43) 16 x 18(4,9 x 5,5) 16(4,9) For Ceiling types refer to NFPA 13, 13R or 130 FJ Technical Data: Fl Res 58 HSWX (SIN RA3533) fhread Nominal Max. Sprinkler Max. Ambient 1 K ISprinkler Sprinkler Size Orifice Pressure Temp. Rating Temp. Factor Length Identification Inch (mm) psi (bar) OF Inch (mm) Number (SIN) OF DC Bulb ½' NPT (R1/2) 2 175(12) 155 175 68 79 100 150 8 2.45(62) I 66 RA3533 Max. Coverage area Ft x Ft (mx m) Max. Spacing Ft (m) Ordinary Temp. Rating (155°F168°C) Intermediate Temp. Rating (175°F1790C) Top of Deflector to Ceiling Inch (mm) Spacing Minimum Ft (m) Flow Pressure Flow GPM(Umin ) Pressure 18 x 20(5,5 x 6,1) 18(5,5) 30 (114) 26.8(1,85) 30(114) 26.8(1,85) 4 to 6 (100 to 152); /2 (13) recessed using F2 escutcheon 8(2.4) 20x20(6,1 x6,1) 20(6,1) 30 (114) 26.8 (1,85) 30 (114) 26.8 (1,85) 16 x 22(4,9 x 7,3) 16(4,9) 33(125) 32.4 (2,23) 33(125) 32.4 (2,23) 16 x 24 (4,9 x 7,3) 16(4,9) 38(144) 42.9 (2,96) 38 (144) 42.9 (2,96) 14 x 26(4,3 x 7,9) 14(4,3) 42(160) 52.4 (3,75) 42(160) 52.4 (3,75) 18 x 20(5,5 x 6,1) 18(5,5) 35(133) 36.4 (2,5) 35(133) 36.4 (2,5) 6 to 12 (152 to 305), /2 (13) recessed using F2 escutcheon 16 x 22(4,9 x 6,7) 16(4,9) 38(144) 42.9(2,96) 38(144) 42.9 (2,96) 16 x 24(4,9 x 7,3) 16(4,9) 42(160) 52.4 (3,6) 42(160) 52.4 (3,6) 14 x 26(4,3 x 7,9) 14(4,3) 46(174) 62.9 (4,34) 1 46(174) 1 62.9 (4,34) For Ceiling types refer to NFPA 13, 13R or 130 Model Fl Res 58 HSWX (Bulb r FACE OF FITTING TO I WALL DIMENSION 11/16" MIN. (31.8mm] " 2 1/4" HOLE DIA. "A 118 CEILING TO (57.2mm] [3.2mm] DEFLECTOR 1" X 7/2" REDUCER -i DIMENSION rn]2 27132- SIA. TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH 9OSS. 1/2" (13mm] 135FG08 ADJUSTMENT Fl RES 58 HSWX Fig. 7 Mn1I KR--.SR HSWX (Link) Technical Data: KRes58 HSWX (RA3593) Thread Nominal Max. Max. Ambient K Sprinkler Sprinkler Orifice Size Pressure Factor Length Identification Inch (mm) Inch (mm) Number (SIN) psi (bar) Link Y2" NPT /2(13) 175 (12) (R½) 100 38 5.8 2.45(62) RA3593 Max. Coverage area Max. Spacing Ordinary Temp. Rating (165 74 Top of Deflector to Minimum Ft x Ft (m x m) Ft (m) Ceiling Spacing Flow Pressure GPM (LMiin) PSI (bar) Inch (mm) Ft (m) 18 x 20(5,5 x 6,1) 18(55) 29(109) 25(1,72) 4 to 6 (100 to 152); 20x20(6,1 x6,1) 20(6,1) 30 (114) 26.8(1,85) 1 16 X 22 (4,9 x 73) 16(4.9) 33(125) 32.4 (2,23) ½ (13) recessed using F2 escutcheon 8(2,4) 16 x 24 (4,9 x 73) - 16(4,9) 38(144) 42.9(2,96) 14 x 26 (4,3 x 7,9) 14(4,3) 42 (160) 52.4 (3,75) 18 x 20 (5,5 x 6,1) i 18(5,5) 35(133) 6 to 12 (152 to 305); 1/2 (13) Recessed 16 x 22(4,9 x 6,7) 16(4,9) 38(144) 42.9(2,96) 16 x 24 (4,9 x 7,3) 16(4,9) 42 (160) 52.4 (3,6) using F2 escutcheon 14 x 26 (4,3 x 7,9) 14(4,3) 46(174) For Ceiling types refer to NFPA 13, 13R or 13D Maintenance Model Fl Res 30, 49, Fl Res 58, Fl Res 76 and Fl Res 44 Sprinklers should be inspected quarterly, and the sprinkler system maintained in accordance with NFPA 25, 13, 13D, and 13R. Do not clean sprinkler with soap and water, Ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler which has been painted (other than factory applied) or damaged in any way. A stock of spare sprin- klers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and pack- aging until used. This will minimize the potential for dam- age to sprinklers that could cause improper operation or non-operation. Model Fl Res 30, 49 & 58 Pendent Sprinkler Specifications Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)J low flow residential pendent sprin- klers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's installation guide- lines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Deflector-to-ceiling distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb con- taining no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 and 5.8. Standard finish: [Bronze] [Chrome-plated] [White Polyester] [Special fin- ish- specify]. Residential pendent sprinklers shall be Re- liable Model Fl Res 30, 49 & 58, SIN R351 1, R3516 & R3513 (Bulletin 135). Model Fl Res 49 & 58 Recessed Pendent/Fl, Model Fl Res 30, 49 & 58 Recessed Pendent/ F2, Model Fl Res 30, 49 & 58 Recessed Pendent/ FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential recessed pen- dent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be installed in conformance with the manufacturer's instal- lation guidelines and the applicable installation standard. 10. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklershall be listed for such use. Deflector-to-ceil- ing distance listing shall be 1" to 8" maximum. Sprinkler frame and deflector shall be of bronze frame construction having a 1/2" NPT thread. Water seal assembly shall con- sist of a Teflon-coated Belleville spring washer with top- loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (680C)] [175°F (790C)]. Sprinklers shall have a nominal K-factor of 3.0, 4.9 & 5.8. Standard fin- ish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with 1/2" adjustment (Model F2)] [with 34" adjustment (Model Fl)] [of push-on and thread off design with 1/2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model Fl Res 30, 49 & 58 Recessed Pen- dent/Fl] [Model Fl Res 30, 49 & 58 Recessed Pendent/ F2] [Model Fl Res 30, 49 & 58 Recessed Pendent/FP] SIN R3511, R3516 & R3513 (Bulletin 135). Model Fl Res 30, 49 & 58 CCP Pendent (Con- cealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258-93-E)] low flow residential concealed sprinklers engineered to provide a minimum design den- sity of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manufacturer's technical data sheets are to be used. Residential sprinklers shall be in- stalled in conformance with the manufacturer's installa- tion guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb contain- ing no plastic parts, and having a temperature rating of 155°F (680C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Meth- od of attaching the cover plate to the sprinkler cup shall be a push-on and thread-off design allowing a ½" cover plate adjustment. Cover plate temperature rating shall be 135°F (570C). A plastic protective cap shall be provided and factory installed inside the sprinkler cup to protect the sprinkler from damage, which could occur during construction before the cover plate is installed. Standard cover plate finish: [White] [Custom Color— specify]. ]. Concealed pendent sprinklers shall be Reliable Model Fl Res 30, 49 & 58 CCP, SIN R351 1, R3516 & R3513 (Bul- letin 135). Model Fl Res 44, Fl Res 58 Horizontal Side- wall, Fl Res 58 HSWX & KRes58 HSWX Resi- dential Sprinkler Specifications Sprinklers shall be [cULus Listed] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm/ft2 over the listed coverage area. Listed flows as specified by the manu- facturer's technical data sheets are to be used. Residen- tial sprinklers shall be installed in conformance with the manufacturer's installation guidelines and the applicable installation standard. Where horizontal sidewall residen- tial sprinklers are installed under sloped ceilings having a pitch from [4/12] to [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a ½" NPT thread. Water seal assembly shall consist of a Teflon-coated Belleville spring washer with top-loaded extruded or cold head cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155°F (68°C)] [175°F (79°C)]. The solder element (Link) version, the water seal consist of a cap with a beilville spring washer and a temperature rat- ing of 165°F (740C). The recessed assembly forthe HSWX (Bulb & Link) should be a steel two pieces escutcheon with 1/2" adjustment (Model F2) standard finish should be Bright Chrome and white painted. The Fl Res 58 HSW is also available with low lead frame. Fl Res 58 HSW and HSWX sprinklers shall have a nominal K Factor of 5.8 and Fl Res 44 a nominal K factor of 4.4. Standard fin- ish: [Bronze] [Chrome-plated] [White Polyester] [Special finish— specify]. Residential horizontal sidewall sprinklers shall be Reliable Model Fl Res 44, Fl Res 58, Fl Res 58 HSWX & Model KRes58 HSWX, SIN R3531, RA3533 & RA3593 (Bulletin 135). Model Fl Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model Fl Res 44 horizontal side- wall sprinkler with the following modifications: Replace "horizontal sidewall sprinkler" with "recessed horizontal sprinkler." Add: Recessed escutcheon assembly shall be a steel, two-piece escutcheon with ½" adjustment (Model 172). Standard finish shall be [brass][bright chrome] [white painted] [Special finish— specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model Fl Res 44/F2, SIN R3531 (Bulletin 135). 11. Bulletin 006 Rev. H Model RFC30 (SIN RA061 1) 00 ® Model RFC43 (SIN RA0612) R elialile Model RFC49 (SIN RA0616) cj 0) Residential Flat Concealed (D Sprinklers A Residential Flat Concealed Sprinkler engineered for a 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 Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) NYC MEA 258-93-F 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 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. The 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 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/e 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 1/2" NPT (R1/2) sprinkler joint can be ob- tained 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 sprin- kler, the plenum space may have neutral or negative pressurization but must not be positively pressurized. Inspect all sprinklers after installation to ensure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impedi- ment. Model Thread Nominal 1 Sprinkler Temp Rat- CCP Assembly Max. Ambient K I Max. (SIN) Size Orifice . ing Temp. Rating Temp. Factor Pressure Inch (mm) Inch (mm) psi (bar) - OF °C OF °C OF °C RFC 30 112' (15) 21/M (8,2) 1 165 74 (RA0611) 135 57 100 38 3.0 175 (12) RFC 43 (RA0612) 1/2'(15) /(10) 1 165 74 135 57 100 38 4.3 175 (12) RFC 49 1/2"(15) /l6(11) 165 74 135 57 100 38 4.9 175 (12) (RA0616) Note: I bar = 100 Kpa RFC 30 Ordinary Temp. Rating Max. Coverage Max. Spacing (165' 'C) Minimum area FtxFt(mxm) Ft (m) Spacing Ft (m) Flow Pressure GPM (Limin) PSI (bar) 12 x 12(3,6 x 3,6) 12(3,6) 9(34,1) 9.0(0,62) 8(2,4) 14 x 14(4,3 x4,3) 14(4.3) 10 (37,8) 11.0 (0,76) For Ceiling types refer to NFPA 13, 13R or 130 2. RFC 43 Max. Coverae Ordinary Temp. Rating Minimum 41 Max. Spacing (155°F/68°C) area Ft x Ft (m x m) (m) Flow Pressure SpacingFt Ft (m) GPM(L/min) PSI (bar) 12x12 (3.6 x 3,6) 12(3,6) 12(4,5) TB (0,54) 14 x 14 (4,3 x 4,3) 14(43) 1 13 (49) 9.1 (0,63) 16 x 16 (4,9 x4.9) 16(4,9) 13(49) 9.1 (0,63) 8(2.4) 18(5,5) 18(68) 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 RFC49 Max. Coverage Ordinary Temp. Rating Minimum area Max. Spacing (155* 80C) Spacing Ft x Ft (m x m) Ft (m) Flow Pressure Ft (m) GPM (L/min) PSI (bar) 12x 12(3,6x3,6) 12(3,6) 13(49) 7.0(0,48) 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) 8(2,4) 18 x 18(5,5 x 5,5) 18(5,5) 17(69,3) 12.0(0,83) 20x20(6,1 x6,1) 20(6,1) 20(75,73) 16.7(1,14) For Ceiling types refer to NFPA 13, 13R or 130 Maintenance Model RFC30, RFC43 and RFC49 Concealed Sprin- klers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gentle vacuuming. Remove any sprinkler cover plate assembly 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 1/2" NPT thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K-factor shall be nominal 3.0 (44), 4.3 (62.4), and 4.91 (70) having a /" and 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). 3,