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Home My WebLink About1204 OAK AVE; ; AS090053; Permit7/19/22, 5:07 PM AS090053 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS090053 Job Address: 1204 OAK AV Status: ISSUED Permit Type: SPRINK Applied 6/9/2009 Parcel No: 1561805000 Approved: 6/9/2009 Lot #: 0 Reference No.: Issued: 6/9/2009 PC #: Inspector: Project Title: LOT 4 TWO FIRE SPRINKLER INSPECTIONS @ $65/EA Applicant: INNOVATIVE FIRE PROTECTION SUITE 101 8779 COTTONWOOD AV SANTEE, CA (619) 593-8200 (619)593-9133 Owner: BUSBY FAMILY TRUST 10-26-01 1212 OAK AVE CARLSBAD CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 130 0 130 0 about:blank 1/1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/6/2009 C:\HASS74\C4211L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-2nd FLOOR WATER SUPPLY DATA SOURCE STATIC RESID. FLOW NODE PRESS PRESS TAG (PSI) (PSI) (GPM) SZ 850 810 5000 AVAIL. TOTAL REQ'D PRESS @- DEMAND PRESS (PSI) (GPM) (PSI) 850 312. 52.0 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) S2 0-.0. SOURCE 52. 0' 31.2 2 0.0 - - - - 41.7 - - - 2A 0.0 - - - - 37.7 - - - 3A 0.0 HOSE STREAM 33.7 5.0 3 0.5 - - - - 31.4 4 3.5 - - - - 28.4 5 105 - - - - 195 - - - 6 22.0 - - - - 13.5 7 22.0 - - - - 9.8 - - - 7A 21.5 K= 4.30 9.5 13.2 8 22.0 - - - - 9.8 - - - 8A 21.5 K= 4.30 9.1 13.0 9 22.0 - - - - 10.1 10 10.5 - - - - 15.9 11 10.5 - - - - 17.8 - - - 12 10.5 - - - - 17.8 12A 10.0 - - - - 18.0 - - - 13A 10.0 - - - - 18.0 - - - coflP1 , %,jewed for Ware with the current app codes and standar n lorce the le 0 orcofltT may utili ill this review in uprt ol an appliCatiofl %or a uidiig pertui w'i(h the çp1t unde dtn that this review n nO way reV the r. Oni "clor or their ptoiessona% neer O resp011sibility r ardm or tOk or u1 coflW' w de% and staiidar the c C or any C1fl'1' or deC1efldt errO• or iiegtet n these ptalts whet or ntt otC 'i tit' rVieW zql° 7 APPROVAL QREco APPROVAL. AS 46TE *1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-2nd FLOOR 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 30.00 PE 10.3 S2 0.0 SRCE 52 .0 (N/A) 12.9 150 FTG TLG PE 0 .0 2 0.0 0.0 41.7 0.0 0.254 TL 40.50 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 41.7 0.0 4.0 psi, 31.2 gpm 2A 0.0 0.0 37.7 0.0 Pipe: 3 31.2 1.590 PL 130.00 PF 4.0 2A 0.0 0.0 37.7 0.0 5.0 150 FTG 8L PE 0.0 3A 0.0 H.S. 33.7 5.0 0.026 TL 154.00 PV Pipe: 4 26.2 1.265 PL 1G.00 PF 2.1 3A 0.0 H.S. 33.7 5.0 6.7 150 FTG T3LC PE -0.2 3 0.5 0.0 31.4 0.0 0.057 TL 36.00 PV Pipe: 5 26.2 1.049 Pi 3.00 PP 1.7 3 0.5 0.0 31.4 0.0 9.7 120 FTG C PE -1.3 4 3.5 0.0 28.4 0.0 0.215 TL 8.00 PV Pipe: 6 26.2 1.101 PL 34.50 PF 5.9 4 3.5 0.0 28.4 0.0 8.8 150 FTG 2E4R PE -3.0 5 10.5 0.0 19.5 0.0 0.112 TL 52.50 PV Pipe: 7 13.5 1.101 PL 12.00' PF 1.0 5 10.5 0.0 19.5 0.0 4.6 150 FTG E2T2R PE -5.0 6 22.0 0.0 13.5 0.0 0.033 TL 31.00 Pv Pipe: 8 13.5 1.101 PL 82.00 PF 3.7 6 22.0 0.0 13.5 0.0 4.6 150 FTG 6T PE 0.0 7 22.0 0.0 9.8 0.0 0.033 TL 112.00 PV Pipe: 9 13.2' 1.101 PL 6.50' PP 0.6 7 22.0 0.0 9.8 0.0 4.5 150 FTG 2TR PE 0.2 7A 21.5 4.3 9.5 13.2 0.032 TL 17.50 PV Pipe: 10 0.3 1.101 PL 8.50 PP 0.0 7 22.0 0.0 9.8 0.0 0.1 150 FTG R PE 0.0 8 22.0 0.0 9.8 0.0 0.000 TL 9.50 PV Pipe: 11 13.0 1.101 FL 8.50' PP 0.9 8 22.0 0.0 9.8 0.0 4.4 150 FTG 2ETR PE 0.2 8A 21.5 4.3 9.1 13.0 0.031 TL 28.50 PV Pipe: 12 -12.7 1.101 PL 8.50 PP 0.3 8 22.0 0.0 9.8 0.0 4.3 150 FTG R FE 0.0 9 22.0 0.0 10.1 0.0 0.029 TL 9.50 PV I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-2nd FLOOR PIPE TAG Q(GPM) DIA(INY LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 13 -12.7 1.101 PL 14.50 PF 0.8 9 22.0 0.0 10.1 0.0 4.3 150 FTG ET2R PE 5.0 10 10.5 0.0 15.9 0.0 0.029 TL 28.50 PV Pipe: 14 -12.7 1.101 PL 47.50 PP 1. 10 10.5 0.0 15.9 0.0 4.3 150 FTG 2T7R PE 0.0 11 10.5 0.0 17.8 0.0 0.029 TL 64.50 PV Pipe 15 0.0 1.101 PL 23.50 PF 0.0 11 10.5 0.0 17.8 0.0 0.0 150 FTG 2T2R PE 0.0 12 10.5 0.0 17.8 0.0 0.000 TL 35.50 PV Pipe: 16 0.0 1.101 PL 5.00 P? 0.0 12 10.5 0.0 17.8 0.0 0.0 150 FTG ETR PE 0.2 12A 10.0 0.0 18.0 0.0 0.000 TL 18.00 PV Pipe 17 01.01 1.101 PL 5.00 PF 0.0 12 10.5 0.0 17.8 0.0 0.0 150 FTG ER PE 0.2 13A 10.0 0.0 18.0 0.0 0.000 TL 13.00 PV Pipe: ia -12.7 1.101 PL 46.50 PP 1.7 11 10.5 0.0 17.8 0.0 4.3 150 FTG E5R PE 0.0 5 10.5 0.0 19.5 0.0 0.029 TL 58.50 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, Gk 30084 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 0.041 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-2nd FLOOR PAGE: A MATERIAL: SCH4 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H. MATERIAL: CPVC. RWC: lSQ Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1590 600 12.00 300 1400 800 200 000 000 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 7 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-2nd FLOOR WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 81.00 psi Flow: 500.0 gpm LU U ii LEGEND 1 80. G A U G- E 60. 2 R E S 40. S U R E 'Ii Available prss.ure 84.98 psi @ 31.2 gpm Required pressure 51.98 psi @ 31.2 gpm Source Supply Curve System Demand Curve 20. ME p S 1 -14.71 1 I I I I I 1 I 20C300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page .6 DATE: 5/6/2009 C:\HASS74\C4211-L4.sDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-2nd FLOOR - WATER SUPPLY CURVE 96+ 88+ 0 I * <-81.0 psi @ 500 gpm 80+ Flow Test Point 72+ P64+ R E S I S 5.6+ U I R X 48+ ( I P I S I I 40+ ) I 32+ 24+ 16+ LEGEND I X = Required Water Supply I 51.98 psi @ 31.2 gpm 8+ I 0 = Available Water Supply I 84.98 Psi @ 31.2 gpm 0++-+---+-----+-----+------+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GEM) p SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page I DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-REC ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 9 PRESS. @- DEMAND PRESS TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) S? 850 810 5000 850 311 490 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) S2 0.G SOURCE 49.0 31.1 2 0.0 - - - - 38.8 - - - 2A 0.0 - - - - 34.8 3A 0.01 HOSE STREAM 30.8 5.0 3 0.5 - - - - 28.6 4 3.5 - - - - 25.6 - - - S 10_5 - - - - 167 - - - 6 22.0 - - - - 11.3 - - - 7 22.0 - - - - 9.9 - - - 7A 21.5 - - - - 10.1 - - - 8 22.0 - - - - 9.8 - - - 8A 21.5 - - - - 10.0 9 22.0 - - - - 9.6 - - - 10 10.5 - - - - 14.3 11 10.5 - - - - 13.4 - - - 12 10.5 - - - - 9.5 - - - 12A 10.0 K= 4.30 9.1 13..0 13A 10.0 K= 4.30 9.3 13.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-REC ROOM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END E.LE.V. NOZ.. PT DISC. VEL(FPS) HW(C) (FT SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31.1 0.995 FL 30.00 FE 10.2. S2 0.0 SRCE 49.0 (N-/A) 12.8 150 FTG TLG PE 0.0 2 0.0 0.0 38.8 0.0 0.252 TL 40.50 PV Pipe; 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 38.8 0.0 4.0 psi, 31.1 gpm 2A 0.0 0.0 34.8 0.0 Pipe: 3 31.1 1.50 FL 130.00 PF 4.0 2A 0.0 0.0 34.8 0.0 5.0 150 FTG 8L FE 0.0 3A 0.0 H.S. 30.8 5.0 0.026 TL 154.00 PV Pipe; 4 26.1 1.265 FL 10.00 FE 2.0 3A 0.0 H.S. 30.8 5.0 6.7 150 FTG T3LC FE -0.2 3 0.5 0.0 28.6 0.0 0.057 TL 36.00 PV Pipe; 5 26.1 1.049 FL 3.00 FE' 1.7 3 0.5 0.0 28.6 0.0 9.7 120 FTG C FE -1.3 4 3.5 0.0 25.6 0.0 0.213 TL 8.00 PV Pipe; 6 26.1 1.101 PL 34.50 FE' 5.8 4 3.5 0.0 25.6 0.0 8.8 150 FTG 2E4R PE -3.0 5 10.5 0.0 16.7 0.0 0.111 TL 52.50 PV Pipe: 7 8.1 1.101 PL 12.00 PF 0.4 5 10.5 0.0 16.7 0.0 2.7 150 FTG E2T2R FE -5.0 6 22.0 0.0 11.3 0.0 0.013 TL 31.00 PV Pipe; 8 8.1 1.101 FL 82.00 PF 1.4 6 22.0 0.0 11.3 0.0 2.7 150 FTG 6T FE 0.0 7 22.0 0.0 9.9 0.0 0.013 TL 112.00 PV Pipe: 9 0.0 1.101 FL 6.50 FE' 0.0 7 22.0 0.0 9.9 0.0 0.0 150 FTG 2TR FE 0.2 7A 21.5 0.0 10.1 0.0 0.000 TL 17.50 PV Pipe; 10 8.1 1.101 FL 8.50 PF 0.1 7 22.0 0.0 9.9 0.0 2.7 150 FTG R FE 0.0 8 22.0 0.0 9.8 0.0 0.013 TL 9.50 PV Pipe: 11 0.0 1.101 FL 8.50 PF 0.0 8 22.0 0.0 9.8 0.0 0.0 150 FTG 2ETR FE 0.2 8A 21.5 0.0 10.0 0.0 0.000 TL 28.50 PV Pipe: 12 8.1 1.101 PL 8.50 FE' 0.1 8 22.0 0.0 9.8 0.0 2.7 150 FTG R FE 0.0 9 22.0 0.0 9.6 0.0 0.013 TL 9.50 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/6/2009 C:\HASS74\C4211-L4.sDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-REC ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe; 13 8.1 1.101 FL 14.50 PF 0.4 9 22.0 0.0 9.6 0.0 2.7 150 FTG ET2R PE 5.0 10 10.5 0.0 14.3 0.0 0.013 TL 28.50 PV Pipe; 14 8.1 1.101 PL 47.50 PF 0.8 10 10.5 0.0 14.3 0.0 2.7 150 FTG 2T7R PE 0.0 11 10.5 0.0 13.4 0.0 0.013 TL 64.50 PV Pipe; 15 26.1 1.101 FL 23.50 PF 4.0 11 10.5 0.0 13.4 0.0 8.8 150 FTG 2T2R FE 0.0 12 10.5 0.0 9.5 0.0 0.111 TL 35.50 PV Pipe; 16 13.a 1. 101 PL 5.00- PF 0.6 12 10.5 0.0 9.5 0.0 4.4 150 FTG ETR FE 0.2 12A 10.0 4.3 9.1 13.0 0.031 TL 18.00 PV Pipe 17 13.1 1.101 FL 5.00 FE' 0.4 12 10.5 0.0 9.5 0.0 4.4 150 FTG ER PE 0.2 13A 10.0 4.3 9.3 13.1 0.031 TL 13.00 PV Pipe; 18 -18.0 1.101 FL 46.50 PF 3.3 11 10.5 0.0 13.4 0.0 6.1 150 FTG ESR PE 0.0 5 10.5 0.0 16.7 0.0 0.056 TL 58.50 PV NOTES (HASS); Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker GA. 30084. 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 0.039 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.8 ft/sec at pipe 1. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP a- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-REC ROOM PAGE A MATERIAL: SCH40 HWC 120 Diameter' Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGR: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.0'O 2.00 11.00 2.00 2.00 0.00 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1590 600 12.00 3.00 1400 8..00 200 000 000 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-REC ROOM WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 81.00 psi Flow: 500.0 gpm 100-0 LEGEND 1 80.0 G A U G E 60.0 F R 2 E S 400 S U R E Available pressure. 84.98 psi @ 31.1 gpm Required pressure 48.99 psi @ 31.1 gpm Source Supply Curve System Demand Curve 20.0 p S 1 -14.71 I 1 I I I I 1 I 20(300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/6/2009 C:\HASS74\C4211-L4.SDF JOB TITLE: OAK AVE. LOT #4 TWO HEAD CALC-REC ROOM - WATER SUPPLY CURVE 96+ 88+ *\\\\\\\\ 0 \\\\\\\\\ I * <-81.0 psi @ 500 gpm 80+ Flow Test Point 72+ P 64+ R E S I S S+ U I R I 48X ( I P I S I I 40+ ) I 32+ 24+ 16+ LEGEND '7 I X = Required Water Supply I 48.99 psi @ 31.1 gpm 8+ I 0 = Available Water Supply I 84.98 psi @ 31.1 gpm 0++-+---+----+-----+------+--------+--------+----- 200 300 400 500 600 700 800 FLOW (GPM) --+-----------+ 900 1000 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-2nd FLOOR SOURCE STATIC NODE PRESS. TAG (PSI) Si 85.0 RESID. FLOW PRESS. @. (PSI) (GPM) 81.0 500.0 AVAIL. TOTAL REQ'D PRESS. DEMAND PRESS. (PSI) (GPM) (PSI) 85.0 31.3 52.0 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 (FT) SI 0.01 2 0.0 2A 0.0 3.A 0.01 3 0.5 4 3.5 5 10..S 6 10.5 7 10.5 7A 10.0 BA 10.0 9 22.0 10 22.0 11 22.0 hA 21.5 12A 21.5 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) SOURCE 52.0 31.3 - - - - 41.6 - - - - - - - 37.6 - - - HOSE STREAM 36.3 5. 0 - - - - 34.0 - - - - - - - 31.0 - - - - - - - 25.6 - - - - - - - 24.5 - - - - - - - 24.9 - - - - - - - 25.1 - - - - - - - 25.1 - - - - - - - 17.1 - - - - - - - 14.5 - - - - - - - 9.9 - - - K= 4.30 9.5 13.3 K= 4.30 9.1 13.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-2nd FLOOR PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END E.LEV NOZ.. PT DISC.. VEL(FPS) HW(C) (FT SUM.. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 31..3 0..995 FL 30..00 FE 10..3 Si 0.0 SRCE 52.0 (N-/A) 12.9 150 FTG TLG FE 0.0 2 0.0 0.0 41.6 0.0 0.255 TL 40.50 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 41.6 0.0 4.0 Psi, 31.3 gpm 2A 0.0 0.0 37.6 0.0 Pipe: 3 31.3 1.590 FL 40.00 PF 1.4 2A 0.0 0.0 37.6 0.0 5.1 150 FTG 4L FE 0.0 3A 0.0 H.S. 36.3 5.0 0.026 TL 52.00 PV Piper 4 26.3 1.265 FL 10.00 PF 2.1 3A 0.0 H.S. 36.3 5.0 6.7 150 FTG T3LC FE -0.2 3 0.5 0.0 34.0 0.0 0.057 TL 36.00 PV Pipe: 5 26.3 1.049 FL 3-.0,0 FE 1.7 3 0.5 0.0 34.0 0.0 9.8 120 FTG C FE -1.3 4 3.5 0.0 31.0 0.0 0.216 TL 8.00 PV Piper 6 26.3 1.101 FL 12.00 FE 2.4 4 3.5 0.0 31.0 0.0 8.9 150 FTG E2R FE -3.0 5 10.5 0.0 25.6 0.0 0.113 TL 21.00 PV Pipe: 7 21.1 1.101 FL 8.00 FE 1.1 5 10.5 0.0 25.6 0.0 7.1 150 FTG TR FE 0.0 6 10.5 0.0 24.5 0.0 0.075 TL 14.00 PV Pipe 8 -5.1 1.101 FL 42.50 P'F 0.3 6 10.5 0.0 24.5 0.0 1.7 150 FTG ET6R PE 0.0 7 10.5 0.0 24.9 0.0 0.005 TL 60.50 PV Pipe: 9 0.0 1.101 FL 7.00 FE 0.0 7 10.5 0.0 24.9 0.0 0.0 150 FTG ETR FE 0.2 7A 10.0 0.0 25.1 0.0 0.000 TL 20.00 PV Pipe: 10 0.0 1.101 FL 4.50 PF 0.0 7 10.5 0.0 24.9 0.0 0.0 150 FTG TR FE 0.2 8A 10.0 0.0 25.1 0.0 0.000 TL 10.50 PV Pipe: 11 -5.1 1.101 FL 94.50 PF 0.7 7 10.5 0.0 24.9 0.0 1.7 150 FTG E6T FE 0.0 5 10.5 0.0 25.6 0.0 0.005 TL 131.50 PV Pipe: 12 26.3 1.101 FL 13.00 FE 2.5 6 10.5 0.0 24.5 0.0 8.9 150 FTG E2R FE -5.0 9 22.0 0.0 17.1 0.0 0.113 TL 22.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-2nd FLOOR PIPE TAG QGPM) DIA(INY LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Piper 13 14.3 1.101 FL 51.50 PF 2.5 9 22.0 0.0 17.1 0.0 4.8 150 FTG 2T8R PE 0.0 10 22.0 0.0 14.5 0.0 0.036 TL 69.50 Fv Pipe: 14 26.3 1.101 FL 28.00 PF 4.6 10 22.0 0.0 14.5 0.0 8.9 150 FTG 2T3R FE 0.0 11 22.0 0.0 9.9 0.0 0.113 TL 41.00 PV Piper 15 13.3 1.101 PL 5.50 PF 0.6 11 22.0 0.0 9.9 0.0 4.5 150 FTG ETR FE 0.2 hA 21.5 4.3 9.5 13.3 0.032 TL 18.50 PV Pipe: 16 13.0 1.101 FL 18.00 PF 1.0 11 22.0 0.0 9.9 0.0 4.4 150 FTG ET2R FE 0.2 12A 21.5 4.3 9.1 13.0 0.031 TL 32.00 PV Pipe: 17 -12.0 1.101 FL 76.50 PF 2.5 10 22.0 0.0 14.5 0.0 4.0 150 FTG 2T9R FE 0.0 9 22.0 0.0 17.1 0.0 0.026 TL 95.50 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 160.80.621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 3004 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 0.035 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. FIFE FITTINGS TABLE Pipe Table Name: FSS.PIF I SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-2nd FLOOR PAGE: A MATERIAL: SCH40, HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC. HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.0-01 0.00 PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 159.0 600 1200 300 14.00 8.00 200 000 000 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-2nd FLOOR WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 81.00 psi Flow: 500.0 gpm 100.0 LEGEND 1 80.0 G A U G E 60.0 2 R E S 400 S U R E Available pressure 84.98 psi @ 31.3 gpm Required pressure 51.95 psi @ 31.3 gpm Source Supply Curve System Demand Curve 20.0 P S i -14.7t I I I I I I I 1 I 20C300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/6/2009 C:\HASS74\04211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-2nd FLOOR WATER SUPPLY CURVE 96+ 88+ 0 \\\\\\\\\ I * <-81.0 psi @ 500 gpm 80+ Flow Test Point 72+ P 64+ R E I S I S 56+ U R X a 48+ P I. S I I 40+ ) I 32+ 24+ 16+ LEGEND X = Required Water Supply I 51.95 psi @ 31.3 gpm 8+ 0 = Available Water Supply I 84.98 psi @ 31.3 gpm 0++-+---+----+-----+------+--------+ --------+---------+ -----------+ 200 300 400 500 600 700 1 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-REC ROOM WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS- PRESS. @- PRESS. @- DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Si 85.0 81.0 500.0 85.0 31.2 38.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.2 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SI 01.01 SOURCE 38.8 31.2 2 0.0 - - - - 28.6 - - - 2A 0.0 - - - - 24.6 3A 0.01 HOSE STREAM 23.2 5.0 3 0.5 - - - - 20.9 - - - 4 3.5 - - - - 17.9 - - 5. 105 - - - - 12-5 - - - 6 10.5 - - - - 12.0 7 10.5 - - - - 9.5 - - - 7A 10.0 K= 4.30 9.1 13.0 BA 10.0 K= 4.30 9.4 13.2 9 22.0 - - - - 7.0 - - - 10 22.0 - - - - 7.0 11 22.0 - - - - 7.0 - - - hA 21.5 - - - - 7.2 - - - 12A 21.5 - - - - 7.2 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-REC ROOM PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELE.V. NOZ. PT DISC.. VEL(FPS HW(C) (FT) SUM.. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) P:Lpe: 1 31.2 0.995 FL 30.00 FE 10.3 51 0.0 SRCE 38.8 (N/A) 12.9 150 FTG TLG PE 0.0 2 0.0 0.0 28.6 0.0 0.253 TL 40.50 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE 2 0.0 0.0 28.6 0.0 4.0 psi, 31.2 gpm 2A 0.0 0.0 24.6 0.0 Pipe: 3 31.2 1.590 PL 40.00 FE 1.3 2A 0.0 0.0 24.6 0.0 5.0 150 FTG 4L FE 0.0 3A 0.0 H.S. 23.2 5.0 0.026 TL 52.00 PV Pipe: 4 26.2 1.265 FL 10.00 FE 2.1 3A 0.0 H.S. 23.2 5.0 6.7 150 FTG T3LC PE -0.2 3 0.5 0.0 20.9 0.0 0.057 TL 36.00 PV Pipe: 5 26.2 1.049 FL 3.00 FE 1.7 3 0.5 0.0 20.9 0.0 9.7 120 FTG C FE -1.3 4 3.5 0.0 17.9 0.0 0.214 TL 8.00 PV Pipe: 6 26.2 1.101 FL 12.00 PF 2.4 4 3.5 0.0 17.9 0.0 8.8 150 FTG E2R PE -3.0 5 10.5 0.0 12.5 0.0 0.112 TL 21.00 PV Pipe: 7 15.1 1.101 FL 8.00 PF 0.6 5 10.5 0.0 12.5 0.0 5.1 150 FTG TR FE 0.0 6 10.5 0.0 12.0 0.0 0.040 TL 14.00 PV Pipe: 8 15.1 1.101 PL 42.50 PF 2.4 6 10.5 0.0 12.0 0.0 5.1 150 FTG ET6R FE 0.0 7 10.5 0.0 9.5 0.0 0.040 TL 60.50 PV Pipe: 13.0 1.101 FL 7.00 PF 0.6 7 10.5 0.0 9.5 0.0 4.4 150 FTG ETR PE 0.2 7A 10.0 4.3 9.1 13.0 0.031 TL 20.00 PV Pipe: 10 13.2 1.101 FL 4.50 PF 0.3 7 10.5 0.0 9.5 0.0 4.4 150 FTG TR FE 0.2 BA 10.0 4.3 9.4 13.2 0.032 TL 10.50 PV Pipe: 11 -11.1 1.101 FL 94.50 FE 3.0 7 10.5 0.0 9.5 0.0 3.7 150 FTG E6T FE 0.0 5 10.5 0.0 12.5 0.0 0.023 TL 131.50 PV Pipe: 12 0.0 1.101 FL 13.00 PF 0.0 6 10.5 0.0 12.0 0.0 0.0 150 FTG E2R PE -5.0 9 22.0 0.0 7.0 0.0 0.000 TL 22.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-REC ROOM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe 13 0-.0, 1.101 FL 51 .50 PF &.9 9 22.0 0.0 7.0 0.0 0.0 150 FTG 2T8R FE 0.0 10 22.0 0.0 7.0 0.0 0.000 TL 69.50 PV Pipe: 14 0.0 1.101 FL 28.00 FE 0-.0- 10 22.0 0.0 7.0 0.0 0.0 150 FTG 2T3R PE 0.0 11 22.0 0.0 7.0 0.0 0.000 TL 41.00 PV Pipe: 15 0.01 1.101 FL 5.50 PF 0.0 11 22.0 0.0 7.0 0.0 0.0 150 FTG ETR PE 0.2 hA 21.5 0.0 7.2 0.0 0.000 TL 18.50 PV Pipe: 16 0.0 1.101 FL 18.00 F? 0.0 11 22.0 0.0 7.0 0.0 0.0 150 FTG ET2R FE 0.2 12A 21.5 0.0 7.2 0.0 0.000 TL 32.00 PV Pipe - 17 0.0 1.101 FL 76.50 FE' 0.0 10 22.0 0.0 7.0 0.0 0.0 150 FTG 2T9R FE 0.0 9 22.0 0.0 7.0 0.0 0.000 TL 95.50 PV NOTES (HASS): Calculations were performed by the HASS 7.9 computer program under license no. 16080621 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.078 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 12.9 ft/sec at pipe 1. FIFE FITTINGS TABLE Pipe Table Name: FSS.PIP 'ft SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-REC ROOM PAGE' A MATERIAL: SCH4O' HWC 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 1.00 1.00 PAGE: H MATERIAL: CPVC. HWG: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L .B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.265 5.00 9.00 2.00 11.00 2.00 2.00 0.00 0.00' PAGE: J MATERIAL: S40PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1590 600 12.00 300 14..QQ 800 2..00 000 000 PAGE: K MATERIAL: CPPR-K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee L 0.995 2.00 6.00 1.50 0.00 0.00 3.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-REC ROOM WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 81.00 psi Flow: 500.0 gpm 100-0 LEGEND 1 Available pressure 80.0 84.98 psi @ 31.2 gpm G A Required pressure U 38.82 psi @ 31.2 gpm G E 60. )L A. Source Supply Curve P B. System Demand Curve R E S 40 )L S 2 U R E 20. p S I -14.71 I I 1 I I 1 1 I I. 20(300 400 500 600 700 800 900 1000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 5/6/2009 C:\HASS74\C4211.SDF JOB TITLE: OAK AVE. LOT #2 TWO HEAD CALC-REC ROOM WATER SUPPLY CURVE 96+ 88+ 0 \\\\\\\\\ I * <-81.0 psi @ 500 qpm 80+ Flow Test Point 72+ P 64+ R E I S I S 56+ U R I 48+ ( I P 1 S I I 40+ X 32+ 24+ 164- LEGEND I X = Required Water Supply I 38.82 psi @ 31.2 gpm 8+ I 0 = Available Water Supply I 84.98 psi @ 31.2 gpm U 0++-+---+----+-----+------+--------+ --------+---------+ -----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) A Concealed Residential Sprinkler engineered for a minimum design density of 0.05 gpmlft2 with low GPM requirements. Features 1. Very low water flow requirements. 2.112" (13mm) Total adjustment. Push-On/Thread-Off cover attachment option. Smooth aesthetic ceiling profile. Available in brass, chrome and black plated or painted finishes. Listings & Approval Listed by Underwriters Laboratories, and certified by UL for Canada (cULus) Bulletin 006 Rev.A Model RFC43 Concealed Residential Sprinkler 09 (SIN RA0612) .CD UL Listing Categories Residential Automatic Sprinklers UL Guide Number VKKW Product Description Model RFC43 Concealed Residential Sprinklers are fast response residential fusible solder link automatic sprinklers. Residential sprinklers differ from standard sprinklers primarily in their response time and water distribution patterns. Model RFC43 sprinklers discharge water in a hemispherical pattern below the sprinkler deflector. Residential distribution patterns are higher and generally contain a finer droplet size than standard sprinkler patterns. The combination of speed of operation and high discharge pattern required for residential sprinklers has demonstrated, in fire testing, an ability for controlling residential fires, and thereby providing significant evacuation time for occupants. The RFC43 Sprinkler provides the best form of fire protection by combining an attractive appearance and ½" (13mm) of cover adjustment for ease of installation. The small diameter cover plate is easily and positively attached and blends into the ceiling, concealing the most dependable fire protection available, an automatic sprinkler system. The RFC43 is a UL Listed Residential Sprinkler to be installed in the residential portions of any occupancy in accordance with NFPA 13,13R, & 13D. The RFC43 can reduce the need for precise cutting of drop nipples. The threaded cover plate assembly can be adjusted without tools to fit accurately against the ceiling. The fire protection system need not be shut down to adjustor remove the cover plate assembly. Application and Installation The RFC43, for residential installations, uses a 165°F (74°C) fusible solder link in a tuning fork style sprinkler frame with a drop-down deflector. This assembly is recessed into the ceiling and concealed by a flat cover plate. The cover plate is attached to the skirt, using 135°F (57°C) ordinary temperature classification solder. When the ceiling temperature rises, the solder holding the cover plate releases the cover allowing the deflector to drop into position and exposing the sprinkler The Reliable Automatic Sprinkler Co., Inc., 525 North MacQuesten Parkway, Mount Vernon, New York 10552 inside to ceiling temperature. The subsequent operation of the solder link opens the waterway and causes the deflector to drop into position to distribute the discharging water in a hemispherical pattern below the sprinkler deflector. Any adjustment of thread engagement between the cover plate and cup will assure that the drop-down deflector is properly located below the ceiling. The residential distribution pattern contains a finer droplet size than a standard sprinkler, and the pattern produces significantly higher wail wetting. After a 2 5/8 inch diameter hole is cut in the ceiling, the sprinkler is to be installed with the Model FC Wrench. When installing a sprinkler, the wrench is first positioned into the sprinkler/cup assembly and around the hexagonal body of the sprinkler frame. The Wrench must bottom out against the cup in order to ensure proper, safe installation. The sprinkler is then tightened into the pipe fitting. When inserting or removing the wrench from the sprinkler/cup assembly, care should be taken to prevent damage to the sprinkler. DO NOT WRENCH ON ANY OTHER PART OF THE SPRINKLER/CUP ASSEMBLY. MODEL RFC43 CONCEALED SPRINKLERS MUST BE INSTALLED ONLY WITH 135°F RATED COVERS. Cover assemblies provide up to /2" (13mm) of adjustment. Turn the cover clockwise until the flange is in contact with the ceiling. The optional push-on cover plate may require a final adjusting turn to contact the calling. Cover removal requires turning in the counter-clockwise direction. In ceilings that have a plenum space above the sprinkler, the plenum space may have neutral or negative pressurization but must not be positively pressunzed. Inspect all sprinklers after installation to ensure that the gap between the cover plate and ceiling and the 4 slots in the cup are all open and free from any air flow impediment. Temperature Rating Sprinkler Cover Plate Max. Ambient Temp. 165°Fft4°C 135°F/57C - 100°F/38°c Installation Data Thread Size Inch (mm) K Factor Sprinkler Spacing ft. (m) Maximum Distance to Wall ft. (m) Minimum Distance between sprinkler ft. (m) Minimum Required Sprinkler Discharge Flow Press. gpm (Lpm) psi (bar) '/2" (15mm) 4.3 12 x 12 (3.6x3.6) 6(1.83) 8(2.43) 12(45) 7.8 (0.54) '/2" (15mm) 4.3 14 x 14 (4.3x4.3) 7(2.13) 8(2.43) 13(49) 9.1 (0.63) 1/2 (15mm) 4.3 16 x 16 (4.9x4.9) 8(2.43) 8(2.43) 13(49) 9,1 (0.63) ½" (15mm) 4.3 18 x 18 (5.5x5.5) 9(2.74) 8(2.43) 18(68) 17.5(l.21) 15Qj 4.3 20 x 20 (6.0x6.0) 10 (3.05) 8(2.43) 21(79) Note: 1 bar = 100 Kpa Maintenance Model RFC43 Concealed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not dean 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 applied) or damaged in any way. A stock of spare sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to minimize the potential for damage to sprinklers that would cause improper operation or non-operation. 135°F (570C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange having a [thread-on] [push-on] and thread-off design, 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 damage, which could occur during construction before the cover plate is installed. Standard cover finish: [Chrome] (White] [Specialty -specify]. Residential concealed sprinklers shall be Reliable Model RFC43, SIN RA0612 (Bulletin 006). Model RFC43 Residential Concealed Sprinkler Specification Sprinklers shall be cULus Listed low flow residential concealed sprinklers with drop-down deflector and adjustable flat cover plate engineered for a minimum design density of 0.05 gprMt2. Sprinkler frame and deflector shall be of bronze frame construction having a ½' NFl thread. Thermal element shall consist of an approved black-painted beryllium-nickel fusible solder link with symmetric lever mechanism, maintaining a Teflon-coated Belleville spring washer and machined brass cap water seal assembly containing no plastic parts. Sprinkler K-factor shall be nominal 4.3 (62.4), having a 7/16" orifice. Temperature rating shall be Ordinary 165°F (740C); cover plate temperature rating to be Ordering Information Specify: Sprinkler Model Cover Plate Finish Thread-On or Push-On cover Cover Plate Finishes Standard Finishes Chrome White Special Application Finishes Bright Brass Black Plating Black Paint Off White Satin Chrome " Other colors and finishes available. Consult factory for details. Note: Paint or any other coatings applied over the factory finish will void all approvals and warranties. - x (/2 REDUCING TEE OR ELBOW - ----i- I1L_) (66.7mm] 0/A. _____ HOLE IN CEILING CUP 2" [50.8mm] MAX. FACE OF FITTING TO FACE OF CEILING DIVENSION I 1 CE/LING " [12. 7mm] MAX. COVER ADJUSTMENT 34 , DA Jlf6- COVER PLATE [84.1mm] [4.8mm] ASSE4IBLY I SPRINKLER1 COVER PLATE: 1/2" [12.7mm] ADJUSTMENT 3. Bulletin 136 Rev.O Model FIFR Model FIFR Recessed Quick Response Sprinklers Model Fl FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model Fl FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewal - HSW 1 Deflector Listings & Approvals Listed by Underwriters Laboratories, Inc. (UL) Listed by Underwriters Laboratories of Canada (ULC) Certified by FM Approvals Loss Prevention council (LPC, UK) S. NYC BS&A No. 587-75-SA Meets MIL-S-901C and MIL-STD 167-1 Verband der Schadenversicherer (VdS, Germany) NYC MEA 258-93-E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler Upright Pendent Vertical Sidewall conventional UL Guide Number VNIV Patents: US Patent No. 6374,920 Applies to Model FIFR Vertical Sidewall Sprinklers. - Product Description Reliable Models F1FR and F1FA Recessed Sprinklers are quick response spnnklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F 1 FR and F 1 FR Recessed automatic spnnklers utilize a 3.0 mm frangible glass bulb. These sprinklers have demonstrated response trees in laboratory tests which are five to ten times faster than standard response sprinklers. This quick response enables the Model F 1 FR and F1 FR Recessed sprinklers to apply water to a fire much faster than standard sprinklers of the same temperature rating. The glass bulb consists of an accurately controlled amount of special fluid hermetically sealed inside a precisely manu- factured glass capsule. fhis glass bulb is specially con- structed to provide fast thermal response. The balance of parts are made of brass, copper and beryllium nickel. At normal temperatures, the glass bulb contains the fluid in both the liquid and vapor phases. The vapor phase can be seen as a small bubble. As heat is applied, the liquid ex- Horizontal Sidewall Recessed Pendent HSW 1 Deflector (Model PP Shown) pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulh. causing the glass to shatter, opening the waterway ano allowing the deflector to distrib- ute the discharging water Application Quick response sprinklers are used in fixed lire protec tion systems: Wet. Dry, Deluge or Preaction. Care must he exercised that the orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of the National Fire Protection Asso- ciation or the approving Authority Having Jurisdiction, Quick response sprinklers are intended for installation as specified in NFPA 13. FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprinklers and standard response sprinklers should not be intermixed. The Reliable Automatic Sprinkler Co., Inc. 103 Fairview Park Drive, Elmsford, New York 10523 Conventional Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench InctiIHr,n flt Sprinkler Type K Factor S Height prinkler roval App Organization Sprinkler Identification Number SIN US Metric SSP Standard-Upright (SSU) and Pendent (SSP) Deft tors Marked to Indicate Position y" (15mm) Standard Orifice with ,t" NPT(R,) Thread 5.6 80 2.2"(56mm) 1.23,4,56,7 R3625 R3615 (20mm) Large Orifice with 3'" NPT(R3/4)Thread 8.0 115 2.3"(58mm) 1,2,3,4,7,8 R3622 63612 " (17mm) Small Orifice with 1" NPT (R) Thread 4.2 60 2.2" (56mm) 128 R36231 63613 3" (10mm) Small Orifice with%" NPT(RY2) Thread 2.8 40 2.2- (.56mm) 1,2,8 R362 R3611 10mm Orifice XLH with R%" Thread 4.2 60 56mm 4,6,7 R3624 63614 Conventional-Instal in Upriqhtor Pendent Position 10mm Orifice XLHwithRThread 4.2 60 56mm ----- 63674 15mm Standard Orifice with ,t NPT(RY) Thread 5.6 80 56mm 4,6,7 R3675 20mmLargeOriflcewith/4"NPT(R3%)Thread 8.0 115 58mm 4.7 R3672 Polyester coated upright UL and ULC listed corrosion resistant. Upright Pendent Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Thread K Factor Sprinkler Approval11t Sprinkler Identification Orifice Size Height Organizations Number (SIN) us Metric (15mm) ';NPT(6½) 5.6 80 2.2" (56mm) 1.2.3,4.5,7,8 63615 (20mm) i" NPT(R3%) 8.0 - 115 23(58mm) 1.2.3.8 R3612 iJLL22L_ 'NPT(6½) 4.2 60 22" (56mm) 2.2 (56mm) 1.2.8 128 R3613 .J±L " (10mm) ;'NPT(R½) 2.8 40 10mm R: 4.2 60 56mm 4,7 63614 Refer to escutcheon data table for approvals and dimensions , ,/'' '.091 DK L... r'H 1/2 10,01 ..c'.,S1 cpaw..qrft ..'.l".C" 8055 \H -I I05iV8 1;2- ------------ (fi R(9'IR 10 9" & (2 (9Cu'C"(O". (&&( FOR &.PPR0'.'5 ".0 0&9(NS,0.'09 H r H ('"V" .' T (,i n)_.' ('er, ......... .. - icr '(1 rI' £ C)'I9 2. Vertical Sidewall US Patent No. 6,374,920 Model FIFR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy lnctillfirn nnfq. Nominal Orifice Thread Size K Factor . Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) us Metric 1/2-NFl (R½) 5.6 80 2.2" (56mm) 1,2,3,6,8 P3685 15mm '/NPT(R½) 5.6 80 2.2"(56mm) 4 (1) LPC Approval is for Pendent position only. Orientation Deflector to Ceiling I Dimension (Mm. - Max.) I Upright 4" - 12" (102mm - 305mm) Pendent 8" -12" (152mm -305mm) I Model FIFR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Approval Organizations K Factor and Type of Approval Sprinkler Nominal Thread Sprinkler Identification Number (SIN) I Light Ordinary Orifice Size US . I Metric Length Hazard Hazard .t" (15mm) Y" NPT(8½) 1 5.6 80 2.63" (67mm) 1,2,3.5.8 1.2,5.8 P3635 NOTE: UL, ULC and MEA Listing permits use with Ft or F2 recessed escutCfleon. J ..,CE or FITTING WALL DIMENSION I WIN, "OLE 0/A. - 'G' '2 REDUCER HA l I( 1',.'.') :OLLAR UNTIL TIG*Ii AGAINST SPRINKLER , WRENCH BOSS. , 'I H "/'JjSIME,vr () REFER TO ESCUTHCEON DATA rABLE fOR APPROVALS AND OIMENSIONS Horizontal Sidewall 3, Installation .. Quick response sprinklers are intended for installation as specified inNFPA 13, FM Global Loss Prevention Data Sheet 2-8N or other applicable standards. Quick response sprin- klers and standard response sprinklers should not be inter- mixed. The Model El FR Recessed Quick Response Sprinklers are to be installed as shown. The Model Fl or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model Fl FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model El FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model El FR Recessed Pendant or Sidewall Sprinklers, use the Model Gffi 1 Spnnkler Wrench. Any other type of wrench may damage these sprinklers. Glass bulb sprinklers have orange bulb protectors to minimize bulb damage during shipping, handling and installation. RE- MOVE THIS PROTECTION AT THE TIME THE SPRINKLER SYSTEM IS PLACED IN SERVICE FOR FIRE PROTECTION. Re- moval of the protectors before this time may leave the bulb vul- nerable to damage. RASCO wrenches are designed to install sprinklers when covers are in place. REMOVE PROTECTORS BY UNDOING THE CLASP BY HAND. DO NOT USE TOOLS TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Temperature Max. Ambient Temp. Bulb Color Ordinary 57 1 135 1 00rF(38C) Orange Ordinary 68i 155 1001F(38°C) Red Intermediate 79 175 150-F (66-C) Yellow Intermediate 93 I 200 150-F (66-C) Green High 141 j286 225°F(107°C) Blue Not available for recessed sprinklers. Escutcheon Data Escutcheon "A" Face of Fitting ModelApprovals A4-trnent 0nenson to Ceding or Wed Dimension 1y - Fl 1.2.4.8 Max Recess (38.1mm) /16 6 Min Recess X" (Eimm - 24i'rn) (19.1mm) I F2 1,23,4.5,7.8 Max Recess (38.1mm) X6 Min Recess <6 (5iiim - 17m) (24mm) _________ FP 1.2 Max Recessed '6 1y'(38.1ni) ______ _______ (11mm) Pueh >1_ Thread-off 1,2 Min Recessed '6 1'4ffm) (24mm) No Dimensional Figure for FP Maintenance The Models F1FR and F1FR Recessed Sprinklers should be inspected quarterly and the sprinkler system maintained in accordance with NFPA 25. Do not clean sprinklers with soap and water, ammonia or any other cleaning fluids. Remove dust by using a soft brush or gen- tie 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 sprin- klers. Prior to installation, sprinklers should be maintained in the original cartons and packaging until used to mini- mize the potential for damage to sprinklers that would cause improper operation or non-operation. Sprinkler Types Standard Upright Standard Pendent Conventional Sidewall (Vertical, Horizontal HSW1) Recessed Pendent Recessed Horizontal Sidewall HSW1 Finishes ff1121 Standard Finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated White Polyester Coated (4) White Painted 131 Speclal Application Finishes Sprinkler Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome Ill Other finishes and colors are available on special order. Consult the factory for details. FM Approvals is limited to bronze and brass, chrome or black plated finishes only. FP Push -onflhread-off escutcheon. UL and ULC listed corrosion resistance. SIN numbers: R3621, R3622, R3623, R3625. Note: For ," orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. Ordering Information Specify: Sprinkler Model Sprinkler Type Orifice Size Deflector Type Temperature Rating Sprinkler Finish Escutcheon Type Escutcheon Finish (where applicable) Note: When Model FlEA Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association. Factory Mutual Research Corporation. Of other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable nave been protecting life and property for over 80 years, and are installed and serviced by the most highly qualified and reputa- ble sprinkler contractors located throughout the United States. Canada and foreign countries. Manufactured by Rel The Reliable Automatic Sprinkler Co., Inc. ® Recycled ia e (800)431-1588 Sales Offices (9 14)829-2G42 Corporate Offices (800)848-6051 Sales Fax Revision tines indicate updated or new data ww.reliablesprhkte(.COffl Internet Address €0. pena6i iri uS. W p49999970027