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HomeMy WebLinkAboutFIRE SPRINKLER INFO - 09-00314 - 905 Jet Stream Dr - Woodhouse Storage FacilityState of Idaho 10 -2005 DEPARTMENT OF INSURANCE CZ. - BUTCH" OTTER 700 West State Street, 3rd Floor WH LIAM W. DEAL Governor P.O. Box 83720 Director Boise, Idaho 83720 -0043 Phone (208)334 -4250 MARK A. LARSON `7 FAX # (208)334 -4398 State Fire Marshal PLAN REVIEW FOR FIRE SPRINKLER SYSTEMS PROJECT: n�Ta us STREET ADDRESS: 39 -- !p. CITY R �c FIRE PROTECTION CONTRACTOR: -D . r-ir - roc," ADDRESS: 1=-0- 'ga 60545 CITY: - �= -�p„ w s STATE:T ZIP: 93'L1 a.5 PHONE NO: 7_ca0 - z - $ 377 FAX NO: SIGNATURE ON PLAN: rt & 5 E 5 T DATE ON PLAN: DATE PLAN RECEIVED: / 6 -Ito -6,1k DATE PLAN REVIEWED: L o - Z I - e n7EM NO. DEFICIENCY NOTED �� � >✓ 5 474LJ... '�~ WL NsT A& Vf Cep 5 S H F 10* 13 2 /•Za, ig• 2. I NOTE: SYSTEMS EXCEEDING 20 SPRINKLERS IN SIZE SHALL BE CONSTANTLY SUPERVISED AT A CENTRAL LOCATION — LF.C. 903A NOTE: IT IS ACffiVOWLEDGED THAT AN UNAPPROVED BACEFLOW PREVENTER IS INSTALLED PER THE DEMAND OF THE LOCAL WATER PURVEYER. DUE TO THE HIGH PRUPORTED FAILURE RATE. STATE FIRE MARSHAL'S OFFICE, AND ITS PERSONNEL, DOES NOT APPROVE OF OR TAKE ANY RESPON3D31TdTY FOR TSE BACKFLOW DEVICE. REVIEWED BY: LIJH Enterprises PO Box 9 Fairfield, Idaho 83327 PLANS REVIEWER: Mel Fletcher Ph 208-764-93" Fax 208 -764 -2090 CC TO: Mark Larson Idaho Surveying & Rating ' File A.H.J. - N71 APPROVED - If deficiencies noted above are corrected and subject to a field inspection. - Resubmit with items noted - Information requested Equal Opportunity Employer r T s HYDRAULIC CALCULATIONS FOR Project Name: Woodhouse Project Location: Rexburg Drawing Number: F -2 Date: 10/12/09 - DESIGN DATA- Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area Of Application: Coverage Per Sprinkler: Type Of Sprinklers Calculated: Number of Sprinklers Calculated: In -Rack Sprinkler Demand: Hose - Stream Demand: Total Water Required (Including Hose): Flow And Pressure (At Base Of Riser): Type of System: Volume Of Dry Or Preaction System: 1 Storage Solid piled storage, .20 gpm /sq.ft. 2019 sq.ft. 125 sq.ft. Upright 17 N/A 500 gpm 966.8 gpm 466.8 gpm @ 67.3 psi Wet N/A Class 3 -WATER SUPPLY INFORMATION- Test Date: Source of Information: 10/07/09 3 -D Fire Protection Inc. Location: On Location Source Elevation: 2' -6" - INSTALLING CONTRACTOR 3 -D FIRE PROTECTION, INC. P.O. BOX 50845 IDAHO FALLS, IDAHO 83405 -0845 (208)525 -8377 CERTIFICATION NUMBER: FPC -008 Design /Layout By: Travis Giest Authority Having Jurisdiction: Rigby Fire Marshal NOTES: 100.0 G 80.0 A U G E P 60.0 R E S S U R 40.0 E P S i 20.0 I I —14. WATER SUPPLY ANALYSIS Static: 90.00 psi Resid: 75.00 psi Flow: 1119.0 gpm LEGEND Available pressure 1 78.55 psi @ 966.8 gpm Required pressure 2 67.26 psi @ 966.8 gpm A. Source Supply Curve 1 B. System Demand Curve 2 B — — — — — — — — — — — — — — — — — — — — — — — — 7 � nnn 7(1 400 600 800 1000 12 14 U FLOW (GPM) 1 o V V 1 V V V C-4 t7 O�Dl W H M , H , H H t O M N O N O O V t O M En O (D C H (n ro d 7d O H 0z �x N z H En x � �-C H d LTJ ax r �c H d c) � 0 C t w 0 C) �z H > H t o Fc Z to cn H �En 7d eh O H 70 • a to � d m ro N G V O • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #1.SDF JOB TITLE: Woodhouse NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) U1 90.0 75.0 1119.0 78.6 966.8 67.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 966.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 500.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 466.8 GPM NODE NODE ANALYSIS DATA TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 101 19.9 K= 8.00 10.1 25.4 102 21.0 K= 8.00 9.8 25.0 103 22.0 K= 8.00 9.9 25.2 104 23.2 K= 8.00 10.8 26.3 105 25.3 K= 8.00 11.9 27.6 106 24.2 K= 8.00 12.6 28.3 107 19.9 K= 8.00 10.4 25.9 108 21.0 K= 8.00 10.2 25.5 109 22.0 K= 8.0.0 10.3 25.7 110 23.2 K= 8.00 11.2 26.8 111 25.3 K= 8.00 12.4 2 112 24.2 K= 8.00 13.1 29.0 113 19.9 K= 8.00 12.7 28.5 114 21.0 K= 8.00 12.4 28.2 115 22.0 K= 8.00 12.7 28.5 116 23.2 K= 8.00 13.9 29.8 117 24.2 K= 8.00 17.0 33.0 10T 23.8 - - - - 13.6 - - - 11B 21.4 - - - - 18.5 - - - 12T 21.4 - - - - 15.2 - - - 13B 20.8 - - - - 19.5 - - - 14T 20.1 - - - - 19.1 - - - 15B 21.4 - - - - 22.0 - - - 16 20.8 - - - - 42.3 - - - R1 20.8 - - - - 48.8 - - - R2 1.0 - - - - - BF1 5.2 - - - - 56.4 - - - BF2 5.2 - - - - 64.4 - - - Ul 2.5 SOURCE 67.3 466.8 NOTES (Pt) (Pe) (Pf) 0.3 0.5 0.2 0.2 0.5 0.6 0.8 0.5 1.3 2.8 0.3 3.1 0.7 -0.5 0.2 1.0 -0.2 0.8 5.0 -1.1 3.9 1.0 -0.3 0.7 0.3 0.5 0.2 0.2 0.5 0.7 0.9 0.5 1.4 4.0 -0.8 3.2 0.7 -0.5 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #1.SDF JOB TITLE: Woodhouse NFPA PIPE DATA Pipe Tag K -fac Add F1 Add Fl To Fit: L C Frm Node E1 (ft) PT (q) Node / Nom ID Eq.Ln. F Pf /ft. To Node E1 (ft) PT Tot-(Q) Disch Act ID (ft.) T Pipe: 1 8.00 25.4 Disch 10.00 120 102 21.0 9.8 0.0 S1.500 -_ -- 0.00 10.00 0.015 101 19.9 10.1 25.4 1.728 Pipe: 2 8.00 25.0 Disc h 10.00 120 103 22.0 9.9 25.4 101 S1.500 - ___ 0.00 0.063 0.063 102 21.0 9.8 50.4 1.728 Pipe: 3 8.00 25.2 'Disch 10.00 120 104 23.2 10.8 50.4 102 51.500 - ___ 0.00 10.00 0.134 103 22.0 9.9 75.6 1.728 Pipe: 4 8.00 26.3 Disch 6.21 120 10T 23.8 13.6 75.6 103 S1.500 T: 7 7.00 13.21 0.233 104 23.2 10.8 101.8 1.728 Pipe: 5 8.00 27.6 Disch 10.00 120 106 24.2 12.6 0.0 S1.500 ____ 0.00 10.00 0.021 105 25.3 11.9 27.6 1.728 Pipe: 6 8.00 28.3 Disch 3.79 120 10T 23.8 13.6 27.6 105 S1.500 T: 7 7.00 10.79 0.07 106 24.2 12.6 55.9 1.728 Pipe: 7 0.0 55.9 106 0.50 120 11B 21.4 18.5 101.8 104 S1.500 T: 7 7.00 7.50 0.52: 10T 23.8 13.6 157.8 1.728 Pipe: 8 0.0 0.0 12.50 120 13B 20.8 19.5 157.8 10T S2.500 - _ -_ 0.00 12.50 0.05 11B 21.4 18.5 157.8 2.703 Pipe: 9 8.00 25.9 Disch _ 10.00 120 108 21.0 10.2 0.0 S1.500 - -_ 0.00 10.00 0.01 107 19.9 10.4 25.9 1.728 Pipe: 10 8.00 25.5 Disch 10.00 120 109 22.0 10.3 25.9 107 51.500 - - -- 0.00 10.00 0.06 108 21.0 10.2 51.4 1.728 Pipe: 11 8.00 25.7 Disch 10.00 120 110 23.2 11.2 51.4 108 51.500 - - -- 0.00 10.00 0.13 109 22.0 10.3 77.1 1.728 Pipe: 12 8.00 26.8 Disch 6.21 120 12T 21.4 15.2 77.1 109 S1.500 T: 7 7.00 110 23.2 11.2 103.9 1.728 13.21 0.24 Pipe: 13 8.00 28.2 Disch 10.00 120 112 24.2 13.1 0.0 S1.500 - -__ 0.00 10.00 0.0� 111 25.3 12.4 28.2 1.728 (Pt) (Pe) (Pf) 0.3 0.5 0.2 0.2 0.5 0.6 0.8 0.5 1.3 2.8 0.3 3.1 0.7 -0.5 0.2 1.0 -0.2 0.8 5.0 -1.1 3.9 1.0 -0.3 0.7 0.3 0.5 0.2 0.2 0.5 0.7 0.9 0.5 1.4 4.0 -0.8 3.2 0.7 -0.5 0.2 Page 5 i SPRINKLER SYSTEM HYDRAULIC ANALYSIS DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #1.SDF SOB TITLE: Woodhouse L C (Pt) Fit: K -fac Add F1 Add F1 To Eq,Ln. F (Pe) Pipe Tag PT (q) Node/ Nom ID T Pf /ft. (Pf) Frm Node E1 (ft) PT Tot-(Q) Disch Act ID (ft.) To Node E1 (ft) 3.79 120 2.1 8.00 29.0 Disch 7.00 -1.2 Pipe: 14 S1.500 T: 7 ,, 0,9 21.4 15.2 28.2 111 1.728 10.79 0.080 12T 13.1 57.2 112 24.2 0.50 120 4.3 0.0 57.2 112 7 7.00 -0.3 Pipe: 15 20.8 19.5 103.9 110 51.500 T: 13B 1.728 7.50 0.543 4.1 12T 21.4 15.2 161.1 12.50 120 2.5 Pipe: 16 0.0 161.1 12T 52..500 ---- 0,00 0.3 15B 21.4 22.0 157.8 11B 2,703 12.50 0.217 2.7 13B 20.8 19.5 318.9 10.00 120 0.3 Pipe: 17 8.00 28.5 Disch S1. 21.0 - - -- 0.00 0.5 12.4 0.0 114 1.772828 . 10.00 0.022 0.2 113 19.9 12.7 28.5 10.00 120 0.3 Pipe: 18 8.00 28.2 Disch S1.500 - - -- 0,00 0.5 115 22.0 12.7 28.5 113 1,728 10.00 0.079 0.8 114 21.0 12.4 56.6 8.00 28.5 Disch 10.00 120 1.2 Pipe: 19 0.0 - - -- 0.00 0.5 116 23.2 13.9 56.6 114 51:528 10.00 0.167 1.7 115 22.0 12.7 85.2 8.00 29.8 Disch 6.21 120 5.2 Pipe: 20 0.0 7 7.00 -1.3 14T S1.500 T: 20.1 19.1 85.2 115 1.728 13.21 0.291 3.8 116 23.2 13.9 115.0 3.79 120 2.1 Pipe: 21 8.00 33.0 Disch 51.500 T: 7 7.00 -1.8 14T 20.1 19.1 0.0 1.728 10.79 0.029 0.3 1.17 24.2 17.0 33.0 0.50 120 2 . 9 Pipe: 22 0.0 115.0 116 0.5 15B 21.4 22.0 33.0 117 S1.500 T: 7 7,50 0.464 3.5 14T 20.1 19.1 147.9 1.728 147.9 14T 34.46 120 20.3 0.0 Pipe: 23 11 -0.3 16 20.8 42.3 318.9 13B 52.500 T: 45.46 0.440 20.0 15B 21.4 22.0 466.8 2.703 30.21 120 6.6 Pipe: 0 . 0 0.0 0 . 0 R1 20.8 48.8 466.8 15B S3.000 2E:10 40,01 0.163 6.6 16 20.8 42.3 466.8 3.314 18.67 120 7.6 Pipe: 25 0.0 0.0 - - -- 0.00 -6.8 BF1 5.2 56.4 466.8 16 S4.000 R1 20.8 48.8 466.8 4.310 18.67 .0.045 0.8 Pipe: 26 0.0 Fixed Pressure Loss Device BF2 5.2 64.4 466.8 Rl 8.0 psi, 466.8 gpm BF1 5.2 56.4 466.8 r • SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #1.SDF JOB TITLE: Woodhouse Pipe Tag K -fac Add F1 Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT ('q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf /ft. (Pf) Pipe: 27 0.0 0.0 1.75 120 1.9 R2 1.0 66.3 466.8 BF1 A4.000 - - -- 0.00 -1.8 BF2 5.2 64.4 466.8 4.026 1.75 0.063 0.1 Pipe: 28 Source 0.0 2E:44 144.00 140 0.9 U1 2.5 67.3 466.8 BF2 D6.000 2T:94 143.00 0.6 R2 1.0 66.3 466.8 6.280 G: 5 287.00 0.005 1.6 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16010595 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) 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 0.051 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 26.1 ft /sec at pipe 23. HYDRAULIC CALCULATIONS FOR Project Name: Woodhouse Project Location: Rexburg Drawing Number: F -2 Date: 10/12/09 - DESIGN DATA- Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area Of Application: Coverage Per Sprinkler: Type Of Sprinklers Calculated: Number of Sprinklers Calculated: In -Rack Sprinkler Demand: Hose - Stream Demand: Total Water Required (Including Hose): Flow And Pressure (At Base Of Riser): Type of System: Volume Of Dry Or Preaction System: -WATER SUPPLY INFORMATION- Test Date: Source of Information: Location: Source Elevation: - INSTALLING CONTRACTOR 2 Balcony /Recption Ligh Hazzard Occupancy .1 gpm /sq.ft. Per NFPA 13 168 sq.ft. Pendent 10 N/A 100 gpm 288.5 gpm 188.5 gpm @ 37.7 psi Wet N/A 10/07/09 3 -D Fire Protection Inc. On Location 2' -6" 3 -D FIRE PROTECTION, INC. P.O. BOX 50845 IDAHO FALLS, IDAHO 83405 -0845 (208)525 -8377 CERTIFICATION NUMBER: FPC -008 Design /Layout By: Travis Giest Authority Having Jurisdiction: Rigby Fire Marshal NOTES: Calculations performed by HASS 7.9 under license # 16010595 , granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) 100.0 G 80.0 A U G E P 60.0 R E S S U R E 40.0 P s 1 20.0 M -14. WATER SUPPLY ANALYSIS ai At-;r- q -n0 nsi Resid: 75.00 psi Flow: 1119.0 gpm o� Cb H y.. H H H L-1 O N O N O O ¢ O O ti7 to O CD Q H (n to 0 O H �z ax �r tzj m z H �C x cn K H d tzj r k H l'7 C7 � n C �r r H n a r� H H r O �< z En CD H En ;V CI] O H C=] 7d tr! Nro . u ty m ro N It 400 600 800 1000 1Zuu 14vv - FLOW (GPM) Y ANALYSIS DATA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #2.SDF JOB TITLE: Woodhouse DISCHARGE (FT) NFPA WATER SUPPLY DATA 201 26.6 K= 5.11 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) U1 90.0 75.0 1119.0 88.8 288.5 37.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 288.5 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 188.5 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 201 26.6 K= 5.11 13.1 18.5 202 26.6 K= 5.11 13.4 18.7 203 26.6 K= 5.11 14.0 19.1 204 26.6 K;g 5.11 10.8 16.8 205 26.6 K= 5.11 13.0 18.4 206 26.6 K= 5.11 13.3 18.6 207 26.6 K= 5.11 14.3 19.3 208 26.6 K= 5.60 13.3 20.4 209 23.1 K= 5.60 11.1 18.7 210 23.8 K= 5.11 15.2 19.9 20 23.8 - - - - 16.3 - - - 21 23.8 - - - - 16.3 - - - 22 23.8 - - - - 16.6 - - - 23 23.8 - - - - 16.5 - - - 43 23.8 - - - - 17.1 - - - 16 23.8 - - - - 18.7 - - - R1 23.8 - - - - 20.0 - - - R2 1.0 - - - - 38.0 - - - BF1 5.2 - - - - 28.2 - - - BF2 5.2 - - - - 36.2 - - - U1 2.5 SOURCE 37.7 188.5 NOTES i SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #2.SDF JOB TITLE: Woodhouse NFPA PIPE DATA Pipe Tag K -fac Add Fl Add F1 To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node / Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf /ft. (Pf) Pipe: 1 5.11 18.5 Disch 14.00 120 0.3 202 26.6 13.4 0.0 S1.250 - - -- 0.00 0.0 201 26.6 13.1 18.5 1.515 14.00 0.019 0.3 Pipe: 2 5.11 18.7 Disch 10.00 120 0.7 203 26.6 14.0 18.5 201 S1.250 - - -- 0.00 0.0 202 26.6 13.4 37.2 1.515 10.00 0.068 0.7 Pipe: 3 5.11 19.1 Disch 1.42 120 2.2 20 23.8 16.3 37.2 202 S1.250 T: 6 5.50 -1.2 203 26.6 14.0 56.3 1.515 6.92 0.147 1.0 Pipe: 4 5.60 20.4 Disch 7.83 120 2.9 20 23.8 16.3 0.0 A1.000 T: 5 5.00 -1.2 208 26.6 13.3 20.4 1.049 12.83 0.135 1.7 Pipe: 5 0.0 56.3 203 6.00 120 0.1 21 23.8 16.3 20.4 208 S2.500 - - -- 0.00 0.0 20 23.8 16.3 76.8 2.703 6.00 0.016 0.1 Pipe: 6 5.60 18.7 Disch 10.42 120 0.3 204 26.6 10.8 0.0 A1.000 - - -- 0.00 1.5 209 23.1 11.1 18.7 1.049 10.42 0.115 1.2 Pipe: 7 5.11 16.8 Disch 6.58 120 5.5 21 23.8 16.3 18.7 209 A1.000 T: 5 5.00 -1.2 204 26.6 10.8 35.5 1.049 11.58 0.376 4.3 Pipe: 8 0.0 35.5 204 4.71 120 0.1 23 23.8 16.5 76.8 20 52.500 - - -- 0.00 0.0 21 23.8 16.3 112.2 2.703 4.71 0.031 0.1 Pipe: 9 5.11 19.9 Disch 5.00 120 1.3 23 23.8 16.5 0.0 A1.000 T: 5 5.00 0.0 210 23.8 15.2 19.9 1.049 10.00 0.129 1.3 Pipe: 10 0.0 112.2 21 1.33 120 0.1 22 23.8 16.6 19.9 21 S2.500 - - -- 0.00 0.0 23 23.8 16.5 132.2 2.703 1.33 0.043 0.1 Pipe: 11 5.11 18.4 Disch 14.00 120 0.3 206 26.6 13.3 0.0 S1.250 - - -- 0.00 0.0 205 26.6 13.0 18.4 1.515 14.00 0.019 0.3 Pipe: 12 5.11 18.6 Disch 10.00 120 1.1 207 26.6 14.3 18.4 205 S1.250 T: 6 5.50 0.0 206 26.6 13.3 37.1 1.515 15.50 0.068 1.1 Pipe: 13 5.11 19.3 Disch 1.42 120 2.2 22 23.8 16.6 37.1 206 S1.250 T: 6 5.50 -1.2 207 26.6 14.3 56.4 1.515 6.92 0.148 1.0 { SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #2.SDF JOB TITLE: Woodhouse Pipe Tag K -fac Add Fl Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf /ft. (Pf) Pipe: 14 0.0 56.4 207 6.92 120 0.6 43 23.8 17.1 132.2 23 52.500 - - -- 0.00 0.0 22 23.8 .16.6 188.6 2.703 6.92 0.082 0.6 Pipe: 15 0.0 0.0 8.75 120 1.6 16 23.8 18.7 188.6 22 S2.500 T:11 11.00 0.0 43 23.8 17.1 188.6 2.703 19.75 0.082 1.6 Pipe: 16 0.0 0.0 30.21 120 1.2 R1 23.8 20.0 188.6 43 53.000 2E:10 10.00 0.0 16 23.8 18.7 188.6 3.314 40.21 0.030 1.2 Pipe: 17 0.0 0.0 18.67 120 8.2 BF1 5.2 28.2 188.6 16 54.000 - - -- 0.00 -8.1 Rl 23.8 20.0 188.6 4.310 18.67 0.008 0.2 Pipe: 18 0.0 Fixed Pressure Loss Device BF2 5.2 36.2 188.6 R1 8.0 psi, 188.6 gpm BF1 5.2 28.2 188.6 Pipe: 19 0.0 0.0 1.75 120 1.8 R2 1.0 38.0 188.6 BF1 A4.000 - - -- 0.00 -1.8 BF2 5.2 36.2 188.6 4.026 1.75 0.012 0.0 Pipe: 20 Source 0.0 2E:44 144.00 140 0.4 U1 2.5 37.7 188.6 BF2 D6.000 2T:94 143.00 0.6 R2 1.0 38.0 188.5 6.280 G: 5 287.00 0.001 0.3 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16010595 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.006 gpm and a maximum imbalance at any node of 0.115 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 13.2 ft /sec at pipe 7. HYDRAULIC CALCULATIONS FOR Project Name: Woodhouse Project Location: Rexburg Drawing Number: F -2 Date: 10/12/09 - DESIGN DATA- Remote Area Number: 3 Remote Area Location: Bed Room #2 Occupancy Classification: Light Hazzard Occupancy Density: .10 gpm /sq.ft. Area Of Application: Per NFPA 13 Coverage Per Sprinkler: 148 sq.ft. Type Of Sprinklers Calculated: Upright Number of Sprinklers Calculated: 4 In -Rack Sprinkler Demand: N/A Hose - Stream Demand: 100 gpm Total Water Required (Including Hose): 169.9 gpm Flow And Pressure (At Base Of Riser): 69.9 gpm @ 33.4 psi Type of System: Wet Volume Of Dry Or Preaction System: N/A -WATER SUPPLY INFORMATION- Test Date: 10/07/09 Source of Information: 3 -D Fire Protection Inc. Location: On Location Source Elevation: 2' - 6 " - INSTALLING CONTRACTOR- 3 -D FIRE PROTECTION, INC. F.O. BOX 50845 IDAHO FALLS, IDAHO 83405 -0845 (208)525 -8377 CERTIFICATION NUMBER: FPC -008 Design /Layout By: Travis Giest Authority Having Jurisdiction: Rigby Fire Marshal NOTES: Calculations performed by HASS 7.9 under la.cense # 16010595 granted by HRS SYSTEMS, INC. TUCKER, GA 30084 USA. (Notes continue after pipe calculations results.) 100.0 G 80.0 A U G E P 60.0 R E S S U R E 40.0 P S i 20.0 I 1 -14.7 WATER SUPPLY ANALYSIS Static: 90.00 psi Resid: 7 5.00 psi Flo w: 1 119.0 qpm LEGEND Available pressure 1 89.54 psi @ 169.9 gpm Required pressure 2 33.44 psi @ 169.9 gpm A. Source Supply Curve B. System Demand Curve v■ 4U0 600 800 1000 1200 1400 FLOW (GPM) 1600 1800 o>1 bd H s C+7 , y .. H t o N O N O O a o �:r W O LT] G m Q' H (A ro d ;t7 O H 0z ax �r z�0 x� �-C H ty t� �x Nk H d r H C) 0 a H y H N Ok z cn C/2 H / U2 tr1 x O H wro WLO 0 m ro N 2000 40 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #3.SDF JOB TITLE: Woodhouse TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 69.9 GPM NFPA WATER SUPPLY DATA 20.8 K= 5.60 7.2 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) U1 90.0 75.0 1119.0 89.5 169.9 33.4 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 169.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 69.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 301 19.8 K= 5.60 7.0 14.8 302 20.8 K= 5.60 7.2 15.1 303 20.0 K= 5.60 12.2 19.6 209 22.0 K= 5.60 13.3 20.4 30 20.8 - - - - 7.8 - - - 31 23.8 - - - - 15.5 - - - 21 23.8 - - - - 15.5 - - - 23 23.8 - - - - 15.6 - - - 43 23.8 - - - - 15.7 - - - 16 23.8 - - - - 15.9 - - - R1 23.8 - - - - 16.1 - - - R2 1.0 - - - - 34.0 - - - BF1 5.2 - - - - 24.2 - - -- BF2 5.2 - - - - 32.2 - - - Ul 2.5 SOURCE 33.4 69.9 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #3.SDF JOB TITLE: Woodhouse NFPA PIPE DATA Pipe Tag K -fac Add F1 Add F1 To Fit: L C (Pt) Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf /ft. (Pf) Pipe: 1 5.60 14.8 Disch 13.00 120 0.8 30 20.8 7.8 0.0 A1.000 2E: 4 4.00 0.4 301 19.8 7.0 14.8 1.049 17.00 0.075 1.3 Pipe: 2 5.60 15.1 Disch 3.00 120 0.6 30 20.8 7.8 0.0 A1.000 T: 5 5.00 0.0 302 20.8 7.2 15.1 1.049 8.00 0.077 0.6 Pipe: 3 0.0 0.0 27.87 120 7.7 31 23.8 15.5 29.9 A1.000 T: 5 5.00 1.3 30 20.8 7.8 29.9 1.049 32.87 0.273 9.0 Pipe: 4 0.0 0.0 7.58 120 0.0 21 23.8 15.5 29.9 30 52.500 - - -- 0.00 0.0 31 23.8 15.5 29.9 2.703 7.58 0.003 0.0 Pipe: 5 5.60 20.4 Disch 17.21 120 2.2 21 23.8 15.5 0.0 A1.000 T: 5 5.00 0.8 209 22.0 13.3 20.4 1.049 22.21 0.135 3.0 Pipe: 6 0.0 29.9 31 4.71 120 0.0 23 23.8 15.6 20.4 209 S2.500 - - -- 0.00 0.0 21 23.8 15.5 50.3 2.703 4.71 0.007 0.0 Pipe: 7 5.60 19.6 Disch 35.00 120 3.3 23 23.8 15.6 0.0 A1.000 T: 5 5.00 1.7 303 20.0 12.2 19.6 1.049 40.00 0.125 5.0 Pipe: 8 0.0 50.3 21 8.21 120 0.1 43 23.8 15.7 19.6 303 S2.500 - - -- 0.00 0.0 23 23.8 15.6 69.9 2.703 8.21 0.013 0.1 Pipe: 9 0.0 0.0 8.75 120 0.3 16 23.8 15.9 69.9 23 S2.500 T:11 11.00 0.0 43 23.8 15.7 69.9 2.703 19.75 0.013 0.3 Pipe: 10 0.0 0.0 30.21 120 0.2 Rl 23.8 16.1 69.9 43 53.000 2E:10 10.00 0.0 16 23.8 15.9 69.9 3.314 40.21 0.005 0.2 Pipe: 11 0.0 0.0 18.67 120 8.1 BF1 5.2 24.2 69.9 16 S4.000 - - -- 0.00 -8.1 Rl 23.8 16.1 69.9 4.310 18.67 0.001 0.0 Pipe: 12 0.0 Fixed Pressure Loss Device BF2 5.2 32.2 69.9 R1 8.0 psi, 69.9 gpm BF1 5.2 24.2 69.9 Pipe: 13 0.0 0.0 1.75 120 1.8 R2 1.0 34.0 69.9 BF1 A4.000 - - -- 0.00 -1.8 BF2 5.2 32.2 69.9 4.026 1.75 0.002 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16010595 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.011 gpm and a maximum imbalance at any node of 0.149 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.1 ft /sec at pipe 3. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #3.SDF JOB TITLE: Woodhouse Pipe Tag K -fac Add F1 Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf /ft. (Pf) Pipe: 14 Source 0.0 2E:44 144.00 140 0.6 U1 2.5 33.4 69.9 BF2 D6.000 2T:94 143.00 0.6 R2 1.0 34.0 69.9 6.280 G: 5 287.00 0.000 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16010595 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.011 gpm and a maximum imbalance at any node of 0.149 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 11.1 ft /sec at pipe 3. HYDRAULIC CALCULATIONS FOR Project Name: Woodhouse Project Location: Rexburg Drawing Number: F -2 Date: 10/12/09 - DESIGN DATA- Remote Area Number: Remote Area Location: Occupancy Classification: Density: Area Of Application: Coverage Per Sprinkler: Type Of Sprinklers Calculated: Number of Sprinklers Calculated: In -Rack Sprinkler Demand: Hose - Stream Demand: Total Water Required (Including Hose): Flow And Pressure (At Base Of Riser): Type of System: Volume Of Dry Or Preaction System: -WATER SUPPLY INFORMATION- Test Date: Source of Information: 4 Kitchen Light Hazzard Occupancy .10 gpm /sq.ft. Per NFPA 13 168 sq.ft. Pendent 10 N/A 100 gpm 222.7 gpm 122.7 gpm @ 49.8 psi Wet N/A 10/07/09 3 -D Fire Protection Inc. Location: On Location Source Elevation: 2' -6" - INSTALLING CONTRACTOR- 3 -D FIRE PROTECTION, INC. P.O. BOX 50845 IDAHO FALLS, IDAHO 83405 -0845 (208)525 -8377 CERTIFICATION NUMBER: FPC -008 Design /Layout By: Travis Giest Authority Having Jurisdiction: Rigby Fire Marshal NOTES: 100.0 G 80.0 A U G E P 60.0 R E S S U R E 40.0 P s i 20.0 m -14.7 WATER SUPPLY ANALYSIS Static: 90.00 psi Resid: 75.00 psi Flow: 1119.0 apm 0 W �-3 y .. H H I-' r o N O N O o a o ::y t.0 O m G ED 0 (D C H (n ro d � 0 H 0 ax x r+ th L71 z H to m /k x (n *C y 0 t+] 3 CIx rk H d n � r H n n C..'" r� �z y � H r 0k zm (/n H / (n t=] 0 y C+7 t+] �ro En Q 0 (D N N v I 4vu c0uu uuu luuu 1200 1400 1600 1800 2000 FLOW (GPM). AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #4.SDF JOB TITLE: Woodhouse TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 122.7 GPM NFPA WATER SUPPLY DATA 7.0 14.8 K= 5.60 8.7 SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ - - - - PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) Ul 90.0 75.0 1119.0 89.2 222.7 49.8 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 222.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 100.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 122.7 GPM NODE ANALYSIS DATA .NODE TAG ELEVATION (FT) 401 9.5 402 9.5 403 9.5 404 9.5 405 8.0 406 8.0 407 9.5 40 9.5 41 9.5 42 9.5 43 20.8 44 9.5 45 9.5 46 9.5 16 20.8 R1 20.8 R2 1.0 BF1 5.2 BF2 5.2 Ul 2.5 NODE TYPE PRESSURE DISCHARGE (PSI) (GPM) K= 5.42 7.0 14.4 K= 5.42 8.6 15.9 K= 5.42 12.6 19.3 K= 5.42 13.4 19.8 K= 5.60 7.0 14.8 K= 5.60 8.7 16.5 K= 5.42 16.6 22.1 - - - - 13.6 - - - - - - - 15.7 - - - - - - - 28.8 - - - - - - - 32.4 - - - - - - - 7.1 - - - - - - - 8.9 - - - - - - - 17.8 - - - - - - - 33.1 - - - - - - - 33.6 - - - - - - - 50.3 - - - - - - - 40.5 - - - - - - - 48.5 - - - SOURCE 49.8 122.7 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 10/12/2009E OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #4.SDF JOB TITLE: Woodhouse NFPA PIPE DATA Pipe Tag K -fac Add F1 Add Fl To Fit: L C (Pt) Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf /ft. (Pf) Pipe: 1 5.42 14.4 Disch 1.00 150 0.0 44 9.5 7.1 0.0 C1.000 - - -- 0.00 0:0 401 9.5 7.0 14.4 1.101 1.00 0.037 0.0 Pipe: 2 5.60 14.8 Disch 3.00 150 0.1 44 9.5 7.1 0.0 C1.000 2E:10 15.00 0.6 405 8.0 7.0 14.8 1.101 T: 5 18.00 0.039 0.7 Pipe: 3 0.0 0.0 11.00 150 1.5 402 9.5 8.6 29.2 C1.000 - - -- 0.00 0.0 44 9.5 7.1 29.2 1.101 11.00 0.137 1.5 Pipe: 4 5.42 15.9 Disch 1.00 150 0.3 45 9.5 8.9 29.2 44 C1.000 - - -- 0.00 0.0 402 9.5 8.6 45.0 1.101 1.00 0.305 0.3 Pipe: 5 5.60 16.5 Disch 3.00 150 0.2 45 9.5 8.9 0.0 C1.000 2E:10 15.00 0.6 406 8.0 8.7 16.5 1.101 T: 5 18.00 0.048 0.9 Piper 6 0.0 45.0 402 3.71 150 4.7 40 9.5 13.6 16.5 406 C1.000 E: 5 5.00 0.0 45 9.5 8.9 61.5 1.101 8.71 0.544 4.7 Pipe: 7 0.0 0.0 12.00 150 2.1 41 9.5 15.7 61.5 45 C1.250 - - -- 0.00 0.0 40 9.5 13.6 61.5 1.394 12.00 0.172 2.1 Pipe: 8 5.42 19.3 Disch 12.00 150 0.8 404 9.5 13.4 0.0 C1.000 - - -- 0.00 0.0 403 9.5 12.6 19.3 1.101 12.00 0.063 0.8 Pipe: 9 5.42 19.8 Disch 4.71 150 2.3 41 9.5 15.7 19.3 403 C1.000 T: 5 5.00 0.0 404 9.5 13.4 39.1 1.101 9.71 0.235 2.3 Pipe: 10 0.0 39.1 404 5.00 150 2.1 46 9.5 17.8 61.5 40 C1.250 - - -- 0.00 0.0 41 9.5 15.7 100.6 1.394 5.00 0.428 2.1 Pipe: 11 5.42 22.1 Disch 10.29 150 1.2 46 9.5 17.8 0.0 C1.000 T: 5 5.00 0.0 407 9.5 16.6 22.1 1.101 15.29 0.082 1.2 Pipe: 12 0.0 100.6 41 5.79 150 11.0 42 9.5 28.8 22.1'407 C1.250 2T:12 12.00 0.0 46 9.5 17.8 122.6 1.394 17.79 0.618 11.0 Pipe: 13 0.0 0.0 11.29 120 3.6 43 20.8 32.4 122.6 46 S1.250 E: 2 2.30 4.9 42 9.5 28.8 122.6 1.515 13.59 0.622 8.5 w "1 Pipe: 15 R1 • SPRINKLER SYSTEM HYDRAULIC ANALYSIS 16 Page 5 DATE: 10/12/2009E Pipe: OUT DOCUMENTS \HYDRAULIC CALCULATIONS \REMOTE AREA #4.SDF JOB TITLE: Woodhouse 122.6 20.8 Pipe: 17 Pipe Tag BF2 K -fac Add Fl Add Fl To Fit: L C Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F BF2 To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf /ft. Pipe: 14 R2 0.0 0.0 8.75 120 16 20.8 33.1 122.6 42 S2.500 T:ll 11.00 8.0 psi, 43 20.8 32.4 122 6 2 703 Pipe: 15 R1 • 20.8 16 19.75 20.8 Pipe: 16 143.00 BF1 30.21 5.2 R1 122.6 20.8 Pipe: 17 BF2 122.6 5.2 BF1 40.21 5.2 Pipe: 18 R2 18.67 1.0 BF2 122.6 5.2 Pipe: 19 U1 122.6 2.5 R2 18.67 1.0 (Pt) (Pe) (Pf ) 0.7 0.0 0.7 0.6 0.0 0.6 6.8 -6.8 0.1 1.8 -1.8 0.0 Source • 2E :44 144.00 140 19.75 0.037 0.0 0.0 143.00 0.6 30.21 120 33.6 122.6 43 S3.000 2E:10 10.00 33.1 122.6 3.314 40.21 0.014 0.0 0.0 18.67 120 40.5 122.6 16 S4.000 - - -- 0.00 33.6 122.6 4.310 18.67 0.004 0.0 Fixed Pressure Loss Device 48.5 122.6 R1 8.0 psi, 122.6 gpm 40.5 122.6 0.0 0.0 1.75 120 50.3 122.6 BF1 A4.000 - - -- 0.00 48.5 122.6 4.026 1.75 0.005 (Pt) (Pe) (Pf ) 0.7 0.0 0.7 0.6 0.0 0.6 6.8 -6.8 0.1 1.8 -1.8 0.0 Source 0.0 2E :44 144.00 140 0.5 49.8 122.6 BF2 D6.000 2T:94 143.00 0.6 50.3 122.7 6.280 G: 5 287.00 0.000 0.1 NOTES (HASS): (1) Calculations were performed by the HASS 8.0 computer program under license no. 16010595 granted by HRS Systems, Inc. 208 South Public Square Petersburg, TN 37144 (2) The system has been calculated to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.134 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 25.8 ft /sec at pipe 12. Bulletin 136 Rev.O Model F1FR Model F1 FR Recessed Quick Response Sprinklers Model F1 FR Sprinkler Types Standard Upright Standard Pendent Conventional Vertical Sidewall Horizontal Sidewall - HSW 1 Deflector Model F1 FR Recessed Sprinkler Types Recessed Pendent Recessed Horizontal Sidewa - HSW 1 Deflector Listings & Approvals 1. Listed by Underwriters Laboratories, Inc. (UL) 2. Listed b Underwriters' Laboratories of Canada (ULC) 3. Certified by FM Approvals 4. Loss Prevention Council (LPC, UK) 5. NYC BS&A No. 587 -75 -SA 6. Meets MIL- S -901C and MIL -STD 167 -1 7. Verband der Schadenversicherer (VdS, Germany) 8. NYC MEA 258 -93 -E UL Listing Category Sprinklers, Automatic & Open Quick Response Sprinkler UL Guide Number VNIV Patents: US Patent No. 6,374,920 Applies to Model F1FR Vertical Sidewall Sprinklers. Product Description Reliable Models F1 FR and F1 FR Recessed Sprinklers are quick response sprinklers which combine the durability of a standard sprinkler with the attractive low profile of a decorative sprinkler. The Models F1 FR and F1 FR 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 F1 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. This 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- Upright M W ., Pendent Vertical Sidewall Conventional Horizontal Sidewall HSW 1 Deflector pands, forcing the bubble smaller and smaller as the liquid pressure increases. Continued heating forces the liquid to push out against the bulb, causing the glass to shatter, opening the waterway and allowing the deflector to distrib- ute the discharging water. Application Quick response sprinklers are used in fixed fire protec- tion systems: Wet, Dry, Deluge or Preaction. Care must be exercised thatthe 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 Recessed Pendent (Model FP Shown) Model F1 FR Quick Response Upright, Pendent & Conventional Sprinklers Installation Wrench: Model D Sprinkler Wrench lnctallatinn rata• Sprinkler Type K Factor Sprinkler eight Organization nization Sprinkler Identification Number SIN US Metric SSU SSP Standard -U ri ht SSU and Pendent (SSP) Defl ectors Marked to Indicate Position " 15mm Standard Orifice with " NPT R Thread 5.6 80 2.2" 56mm 1,2,3,4,5,6,7 R3625 R3615 I%;' 20mm Large Orifice with " NPT R /a Thread 8.0 115 2.311(58mm) 1,2,3,4,7,8 R3622 R3612 T 17mm Small Orifice with " NPT R}/ Thread 4.2 60 2.2" 56mm 1,2,8 R3623 R3613 Y. 1 1 (10mm ) Small Orifice with "NPT (R Thread 2.8 40 2.211(56mm) 1,2,8 R3621 R3611 10mm Orifice XLH with R Thread 4.2 60 56mm 4,6,7 83624 R3614 Conventional- Install in Upright or Pendent Position 10mrn Orifice XLH with R% Thread 4.2 60 56mm R3674 15mm Standard Orifice with " NPT (R Thread 5.6 80 56mm 4,6,7 R3675 20mm Large e Orifice with 3 /a" NPT (R /a )Thread 8.0 115 58mm 4,7 83672 (1) Polyester coated upright UL and ULC listed corrosion resistant. Upright Pendent Conventional Model F1 FR Quick Response Recessed Pendent Sprinkler Installation Wrench: Model GFR1 Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US Metric Y." (15mm) y" NPT (R' /2) 5.6 80 2.2" (56mm) 1,2,3,4,5,7,8 R3615 1Y32 (20mm) %" NPT (13 /4) 8.0 115 2.3" (58mm) 1,2,3,8 R3612 T / (11mm) y" NPT (R 4.2 60 2.2 1,2,8 R3613 %" (10mm) y" NPT (RI/2) 2.8 40 2.2 1,2,8 83611 10mm I R% 4.2 60 56mm 4,7 R3614 01 Refer to escutcheon data table for approvals and dimensions. 2 114" HOLE DIA. [572 -1 1 15116" D14 [49.2 -1 i" X 112" REDUCER TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS i I I I FACE OF FITTING TO (1/ ADJUST NT I'/ C� EILING DIMENSION i A - 03 - V 8 1 (3.2mmJ A "(r) 2 27132" DIA. [72.2mm) 136FG01_E (1) REFER TO F1 & F2 ESCUTCHEON DATA TABLE FOR APPROVALS AND DIMENSIONS. - 2 518' DIA- [66.7mm] HOLE IN CEILING 2 5116" DIA. [58.7mm] CUP L - -- =� I I L 1 L -j- 1" X 1/2 REDUCER FACE OF FITTING TO FACE OF CEILING DIMENSION 121 ADJUSTMENT 136FG05_A (1) REFER TO FP ESCUTCHEON DATA T48L£ FOR APPROVALS AND DIMENSIONS. Model F1 FR Quick Response Vertical Sidewall Sprinkler Installation Wrench: Model D Sprinkler Wrench Installation Position: Upright or Pendent Approval Type: Light Hazard Occupancy Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Height Approval Organizations Sprinkler Identification Number (SIN) US Metric 1 /2" 1 12" NPT (RY2) 5.6 80 2.2" (56mm) 1, 2, 3, 6, 8 2.63" (67mm) 15mm 1 /2" NPT (R' /2) 5.6 80 2.2" (56mm) 4 (l) 83685 (') LPC Approval is for Pendent position only. Vertical Sidewall US Patent No. 6,374,920 Orientation Deflector to Ceiling Dimension (Min. - Max.) Upright 4" - 12" (102mm - 305mm Pendent 6" - 12" (152mm - 305mm) Model F1 FR Quick Response Horizontal Sidewall Sprinkler Deflector: HSW 1 Installation Wrench: Model D Sprinkler Wrench Installation Data: Nominal Orifice Thread Size K Factor Sprinkler Length Approval Organizations and Type of Approval Sprinkler Identification Number (SIN) US Metric Light Hazard Ordinary Hazard J2" (15mm) }2" NPT(R'/2) 5.6 80 2.63" (67mm) 1,2,3,5,8 1,2,5,8 R3635 NOTE: UL, ULC and MEA Listing permits use with F1 or F2 recessed escutcheon. Horizontal Sidewall 156FC04 (7; FACE OF FITTING TO WALL DIMENSION 2 '14 ` HOLE DIA. [5' Gmm] x REDUCER 7 L4 `J 2mm] nin TUP,N COLLAR UIVIiI TIGHT AGAINST SPRINKLER WRENCH EDSS_ O) ,PEFEF` TO ESCU7iyCE0N DATA TABLF FOP ,4PPROVAL3 AND DIAVENSIONS. 3. 1 7:4.. MIN. (i7.8mmT 4 ,. 6 ., 32mm1 �7uJ6mm 1524mm�7uJGmm 7524mm] CEILING' r0 � F \ DEFLECTOR I < 2712" iUA I I i it .ADJUSTMENT . TUP,N COLLAR UIVIiI TIGHT AGAINST SPRINKLER WRENCH EDSS_ O) ,PEFEF` TO ESCU7iyCE0N DATA TABLF FOP ,4PPROVAL3 AND DIAVENSIONS. 3. Installation 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 sprin- klers and standard response sprinklers should not be inter- mixed. The Model F1 FR Recessed Quick Response Sprinklers are to be installed as shown. The Model F1 or F2 Escutcheons illus- trated are the only recessed escutcheons to be used with the Model F1 FR Sprinklers. The use of any other recessed escutch- eon will void all approvals and negate all warranties. When installing Model F1 FR Sprinklers, use the Model D Sprin- kler Wrench. When installing Model F1 FR Recessed Pendent or Sidewall Sprinklers, use the Model GFR1 Sprinkler 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 TOOK TO REMOVE THE PROTECTORS. Temperature Ratings Classification Sprinkler Tern erat Max. Ambient Temp. Bulb Color °C °F oF Ordinary Ordinary 57 135 100 F(38 °C) Orange Escutcheon 68 155 100- F(38 °C) Red Intermediate 79 175 150-F (66-C) Yellow Intermediate High (t) 93 141 200 150-F (66-C) °F(107°C) Green Min Recess 286 225 Blue t'/ Not available for recessed sprinklers. Escutcheon Data EscuUlem Sprinkler Escutcheon Bronze Face of Fittin g Model Approvals Adjustment Di ie sion to Ceiling or Sprinkler Escutcheon Bright Brass Bright Brass Wall Dimension Black Plated Black Paint Black Paint Off White Off White F1 1,2,4,8 Max Recess (38,1mm) /16 "-1%6" Min Recess 3 4 " (5mm -24mm) 19.1mm 1 }/, " F2 1,2,3,4,5,7,8 Max Recess (38.1 mm) /i6" 'Y,s' Min Recess 5 16 (5mm -17mm) 24mm FP 1,2 Max Recessed X16 1y "(38.1mm) Push 11 mm -on/ Thread -off 1,2 Min Recessed 24 m 6 m 1" (25.4mm) No Ulmensional Figure for FP Maintenance The Models F1 FR and F1 FR 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- tle 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 (1) (z) Standard finishes Sprinkler Escutcheon Bronze Brass Chrome Plated Chrome Plated (3) White Polyester Coated (4) White Painted (3) S ecial lication Finishes Sprinkler Escutcheon Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome (t) Other finishes and colors are available on special order. Consult the factory for details. ( FM Approvals is limited to bronze and brass, chrome or black plated finishes only. ( FP Push- on/Thread -off escutcheon. ( UL and ULC listed corrosion resistance. SIN numbers: 83621, 83622, R3623, R3625. Note: For /° orifice pendent FM approved white polyester coated and UL approved white polyester corrosion resistant sprinklers refer to Bulletin 014. 7. Escutcheon Type 8. Escutcheon Finish (where applicable) Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Orifice Size 4. Deflector Type 5. Temperature Rating 6. Sprinkler Finish Note: When Model F1 FR Recessed sprinklers are ordered, the sprinklers and escutcheons are packaged separately. I ne equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances whenever applicable. Products manufactured and distributed by Reliable have been protecting life and property for over 80 years, and are installed and serviced bythe most highly qualified and reputa- ble sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by Relli The Reliable Automatic Sprinkler Co., Inc. (800)431 -1588 Sales Offices (800)848 -6051 Sales Fax (914)829 -2042 Corporate Offices www.reliablesprinkler.com Internet Address ® Recycled Paper Revision lines indicate updated or new data EG. Printed in U.S.A. 3/07 P/N9999970027 Bulletin 135 Rev.F Types: 1. F1 Res 49 Pendent 2. F1 Res 49 Recessed Pendent /F 1 3. F1 Res 49 Recessed Pendent/ FP 4. F1 Res 58 Pendent 5. F1 Res 58 Recessed Pendent /F1 6. F1 Res 58 Recessed Pendent /FP 7. F1 Res 76 Pendent 8. F1 Res 76 Recessed Pendent /F1 9. F1 Res 76 Recessed Pendent /FP 10. F1 Res 49 CCP Pendent 11. F1 Res 58 CCP Pendent 12. F1 Res 76 CCP Pendent 13. F1 Res 44 HSW 14. F1 Res 44 Recessed HSW /F2 15. F1 Res 58 HSW 16. F1 Res 58 HSW Recessed HSW /F2 17. F1 Res 44 SWC 18. F1 Res 40 HSW 19. F1 Res 40 Recessed HSW /F2 Listings & Approvals 1. Listed by Underwriters Laboratories Inc. and UL Certified for Canada (cULus) 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 F1 Res 49 & 58 Pendent Sprinklers Product Description Model F1 Res Pendent sprinklers (Figs. 1, 2, 3, & 4) are fast response sprinklers combining excellent durability, high sensitivity glass -bulb and low profile decorative design. The F1 Res Horizontal Sidewall sprinklers (Figs. 5,6 & 7) are equally attractive 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 F1 Res sprinklers are specially engineered for fast thermal response to meet the sensitive fire protection application needs of the latest residential market standards (UL 1626 Standard *). Upon fire conditions, rising heat causes a sprinkler's heat - sensitive glass -bulb to shatter, releasing the Residential Design Der nklers for of .05 gpm /f< Ok- F1 Res 49,58 & 76 F1 Res 49,58 & 76 Recessed Pendent/ F1 Recessed Pendent/ FP F1 Res 49, 58 & 76 CCP Pendent .; V r w F1 Res 44 & 58 Recessed HSW/F2 F1 Res 44 SWC F1 Res 40 Recessed HSW/F2 W c m W C CD n waterway for water flow onto the deflector, evenly distributing the discharged water to control a fire. Technical Data: • Thermal Sensor: Nominal 3mm glass -bulb • Sprinkler Frame: Brass Casting • Sprinklers' Pressure Rating : 175 psi Factory Hydrostatically Tested to 500 psi • Thread Size: 1 /2 " NPT (R' /2) • K- Factor: 4.9 (Actual) - F1 Res 49 Pendent Sprinkler 5.8 (Actual) - F1 Res 58 Pendent & HSW Sprinkler 7.6 (Actual) - F1 Res 76 Pendent Sprinkler 4.4 (Actual) - F1 Res 44 HSW Sprinkler 4.0 (Actual) - F1 Res 40 HSW Sprinkler • Density: Minimum 0.05 gpm /ft Application Model F1 Res Sprinklers are used for Residential Fire Protection according to UL 1626 Standard *. Be sure that orifice size, temperature rating, deflector style and sprinkler type are in accordance with the latest published standards of The National Fire Protection Association or the approving authority having jurisdiction. * Effective date 7/12/02 The Reliable Automatic Sprinkler Co., Inc., 103 Fairview Park Drive, Elmsford, New York 10523 Model F1 Res Sprinklers engineered for the lowest flows to meet the minimum design density of .05 gpm/W Installation Models F1 Res sprinklers are to be installed as shown. Model F1, F2 and FP Escutcheons, illustrated herewith, are the only recessed escutcheons to be used with Model F1 Res sprinklers. Use of any other recessed escutcheon will void all approvals and warranties. For installing Model F1 Res Pendent sprinklers use only the Model D sprinkler Wrench; for installing Models F1 Res Recessed Pendent, CCP & • Model F1 Res 49, 58 & 76 Pendent J illI 735FG03 Fig. 1 SWC sprinklers use only the Model GFR2 sprinkler wrench; for installing Model F1 Res Recessed HSW sprinklers use only the Model GFR2 Sprinkler Wrench. Use of wrenches other than those specified may damage these sprinklers. Install F1 Res 44 and 40 HSW with a ceiling to deflector distance of 4 12". Flow arrow on deflector must point away from near wall and "Top" marking must face ceiling. • Model F1 Res 49, 58 & 76 Recessed Pendent / F1 µ F1 escutcheon /" (19mm) adjustment rs7.7.�r TLAV COLLARn r.� � sFftl n CE& . of M ro l j1/J� axMC l 1 Y11 ,U447W", A - 135FG02 7 17137 ON r77.hnnJ Fig. 2 2. Technical Data: F1 Res 49 Pendent and Recessed Pendent Thread Sprinkler Temp. Max. Max. Ambient Actual Sprinkler Size Ratin Pressure Tem K Length 13 49 7.0 0.48 psi (bar) 17 (64.3 ) Factor Inch (mm) 20(75-7) of oC 7.6 (0.53 ) of oC °C 10.8 0.75 %" NPT (R %) 155 175 1 68 79_ 175 (12) 100 150 38 66 4.9 2.25 (57) Deflector - to - ceiling Maximum 1" (25mm) to 4" (100mm) Max. Sprinkler Spacing ft m Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number SIN 12 x 12 3.6x3.6 13 49 7.0 (0.48 R3516 14 x 14 4.3x4.3 13 49 7.0 0.48 16 x 16 4.9x4.9 13 49 7.0 0.48 18 x 18 5.5x5.5 17 (64.3 ) 12.0 0.83 20 x 20 (6.1 x6.1) 20(75-7) 16.7(l.14) Escutcheon *, F1 or F2, Data: Type Adjustrnerrt W , Face of fitting to 12 x 12 3.6x3.6 Inch (mm) Inch (mm) Inch (mm F1 % (19.0) Min.= %" (19.1) Max. =1 "(38.1 /s _ 1 y, (4.7 - 24.0) F2 % (12.7) Min.= 1 % (23.8) Max. =%" 38.1) %s /s (4.7 - 17.4) I * Note: Escutcheons F1 or F2 may be used with Model F1 Res 49 & 58 Recessed Pendent Sprinkler *Deflector - to - ceiling Maximum 4" (100mm) to 8" (203mm) Max. Sprinkler Spacing ft m Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number SIN 12 x 12 3.6x3.6 15 57 9.4 0.65 R3516 14 x 14 4.3x4.3 16 60.5 10.6 0.73 16 x 16 4.9x4.9 17 64.3 12.0 0.83 18 x 18 5.5x5.5 19 72 15.0 1.0 20 x 20 (6.1 x6.1) 22 (83.2) 20.2(l.4) * Note: The F1 Res 49 pendent and recessed pendent residential sprinklers can be installed per NFPA 13 in beamed ceilings meeting the following criteria: 1. Maximum beam depth = 7" (178mm) 2. Beam spacing at or greater than 7.5 ft. (2.3m) on center. Technical Data: F1 Res 58 Pendent and Recessed Pendent Thread m Ma Ambient K Sprinkler Size J SFXinkler ti P sur T Factor 16 61 7.6 0.53 (25-100) R3513 l e� ) 16 61 7.6 0.53 16 x 16 4.9x4.9 16 61 7.6 (0.53 ) 18 x 18 5.5x5.5 °C 10.8 0.75 20 x 20 (6.1 x6.1) 22 (83.3) 14.4(l.0) 1 12' NPT 1551 68 175 (12) 100 38 5.8 2.25 (57) (Rh) 175 79 150 66 Max. Sprinkler Flow Pressure Ceiling -to- Sprinkler Spacing ft m gpm (Lpm) psi (bar) Deflector Inch mm Identification Number SIN 12 x 12 3.6x3.6 16 61 7.6 0.53 (25-100) R3513 14 x 14 (4.3x4.3) 16 61 7.6 0.53 16 x 16 4.9x4.9 16 61 7.6 (0.53 ) 18 x 18 5.5x5.5 19 72 10.8 0.75 20 x 20 (6.1 x6.1) 22 (83.3) 14.4(l.0) 3. Technical Data: F1 Res 76 Pendent and Recessed Pendent Thread Sprinkler Temp. Max Ambient K Sprinkler Size Batt 14 x 14 4.3x4.3 Tem Factor 16 x 16 4.9x4.9) 21 psi (bar) 18 x 18 5.5x5.5 InLength ) 7.6 0.53 20 x 20 (6.1 x6.1) 23 9.2(0.63) 1 °F I °C L J %" NPT R3 155 175 68 79 175 (12) 100 150 38 1 66 7.6 2.25 (57) Max. Sprinkler Spacing ft m Fine► gpm (ice) Pressure psi (� Sprinkler Identification Number SIN 12 x 12 3.6x3.6 21 7.6 0.53 R7618 14 x 14 4.3x4.3 21 7.6 0.53 16 x 16 4.9x4.9) 21 7.6 0.53 18 x 18 5.5x5.5 21 7.6 0.53 20 x 20 (6.1 x6.1) 23 9.2(0.63) • Model F1 Res 49, 58 & 76 CCP Pendent FP push -on /thread -off escutcheon 2 5/8 [66.7mm] DIA.I 2 5/16" D1A. HOLE IN CEILING [58.7mm] CUP - - -- 1 zl /2" REDUCER I CUP j CEILING 1 114 " [31.5mm] MAX. FACE OF FITTING TO FACE OF CEILING DIMENSION I COVER ADJUSTMENT i �r 3 5/16" D14. 135FC04C F— [84.1MM] F1 RES 49, 58 & 76 CCP PEND. Fig. 3 NOTE: The F1 Res 76 will use a 1" x 3 /4 " reducer. Type Adjustment .,A °° Face of fitting to cei ling 2 5/16' DX Inch (mm) Inch (mm) Inch F1 % (19.0) Min.= %" (19.1) 3 -, /s (4.7 - 24.0) Max. =1 " 38.1 F2 Y (12.7) Min.= l % (23.8) Max.=%" (38. 1) Ys - "/s (4.7 - 17.4) • Model F1 Res 49, 58 & 76 Recessed Pendent / FP 2 5 18" OK [66.7 ] NOLE IN CEILIAIG 2 5/16' DX [58.7mm] CUP / I L. X 112' REDUCER 1 I L J CEILING 1 112' [J& 1-1 MAX. FACE Of fIMNG {C - -- - \\ TO FACE Or CEILING I A6 ION ((lam \ - I 11' [ NAx. A� JUSW FP AGUUSIMENT 9 e . Technical Data: F1 Res 49 CCP Pendent and Recessed Pendent 1 FP Max. Sprinkler Spacing ft m Flow gpm (l_prri) CCP CP Assembly Max. 12 x 12 3.6x3.6 13 49 Sprinkler Thread Size Temp. hating Rahn' ' Pressure Ambient Temp. K Factor Length 18 x 18 5.5x5.5 18 68.1 13.5 0.93 20 x 20 (6.1x6.1) 20 (75.7) 16.7(l.14) ) Inch °F I °C °F °C °F I °C 1 12" NPT (R 112) 155 F68 135 57 175 (12) 100 38 4.9 2.25 (57) Max. Sprinkler Spacing ft m Flow gpm (l_prri) Pressure psi (bar) Sprinkler Identification Number SIN 12 x 12 3.6x3.6 13 49 7.0 0.48 R3516 14 x 14 4.3x4.3 13 49 7.0 (0.48) 16 x 16 4.9x4.9 14 53 8.2 0.56 18 x 18 5.5x5.5 18 68.1 13.5 0.93 20 x 20 (6.1x6.1) 20 (75.7) 16.7(l.14) CCP Options Data: „ A „ „ Cover Adjustment CCP Height Inch (mmL Inch mm 12.7 s 24 3 (4.7) 3 (19) FP Data "A ": FP Position "A„ Inch mm Max. Recessed X46 01 Min. Recessed 15 , (2 4) Note: Sprinklers shown in Fig. 3 and Fig. 4 are not suitable for installation in ceilings which have positive pressure in the space above. Technical Data: F1 Res 58 CCP Pendent and Recessed Pendent/FP Max. Sprinkler Spacing ft m Sprinkler fxi CCP Ass max 16 61 Snkler Thread Size Temp. Rating P Pressure Ambient Temp• K Factor Len 18 x 18 5.5x5.5 19 (72) �i psi (bar) 22 (83.3) 14.4(l.0) Inch (mm) °F °C °F I °C Y2" NPT 155 68 135 57 175 (12) 100 150 T IFIC 5.8 2.25 (57) Max. Sprinkler Spacing ft m Flow 9pm () Pressure Psi (�) Sprinkler Identification Number SIN 12 x 12 3.6x3.6 16 61 7.6 0.53 R3513 14 x 14 3) 16 61 7.6 0.53 16 x 16 4.9x4.9) 16 61 7.6 0.53 18 x 18 5.5x5.5 19 (72) 10.8 0.75 20 x 20 (6.1 x6.1) 22 (83.3) 14.4(l.0) Technical Data: F1 Res 76 CCP Pendent and Recessed Pendent/FP Max. Sprinkler Spacing ft m Sprinkler CCP Assembly Max max 21 Sprinkler Thread Size Temp. itaati ng p 7.6 0.53 Ambient T'p' K Factor 7.6 0.53 18 x 18 5.5x5.5 22 Rati psi (bar) 25 10.8 (0.74) Inch (mm), °F °C °F °C 3 /4" NPT (R3/4) 155 175 68 79 135 57 175 (12) 100 150 38 66 7.6 2.25 (57) '. Max. Sprinkler Spacing ft m Flow gpm (Lpm) Pressure psi (bar) Sprinkler Identification Number SIN 12 x 12 3.6x3.6 21 7.6 0.53 R7618 14 x 14 43x4.3 21 7.6 0.53 16 x 16 4.9x4.9 21 7.6 0.53 18 x 18 5.5x5.5 22 8.4 0.58 20 x 20 (6.1 x6.1) 25 10.8 (0.74) 5. • Model F1 Res 44 & 58 Recessed HSW /F2 F2 escutcheon, adjusts Technical Data: F1 Res 44 HSW & HSW /F2 Escutcheon, F2, Data: Type Sprinkler Face of Fitting to wall Max Inch (mm) Inch mm Thread Temp. Max Ambient K Sprinkler Sae Rai Pressure . Factor � Inch (mm) 16 x 16 4.9x4.9) 155 68 175 (79) 16 60.6 13.3 (0.92) °F °C 175 79 °F I °C 18 x 18 5.5x5.5 155 68 1 /2" NPT R/2 155 175 68 79 175 (12) 100 150 38 66 4.4 2.45 (62) Escutcheon, F2, Data: Type u rr Face of Fitting to wall Flow (Lpm) Inch (mm) Inch mm F2 (13 ) ", (4.7- 17.4) Max. Sprinkler Spacing ft m ) ng oo- Ceiling t Deflector Inch (mm Sprinkler Temp. Ralf °F (-C Flow (Lpm) Pressure Ps' (bar) Sprinkler Identification Number (SIN) 12 x 12 3.6x3.6) 4-6 (101 -152) 155 (68) 175 79 12 45.4 7.5 0.52 83531 14 x 14 4.3x4.3 155 68 175 79 14 53.0 10.2 0.71 16 x 16 4.9x4.9) 155 68 175 (79) 16 60.6 13.3 (0.92) 16 x18 4.9x5.5 155 68 175 79 18 68.1 16.8(l.16) 18 x 18 5.5x5.5 155 68 175 79 19 72.0 18.7(l.29 16 x 20 4.9x6.1 155 68 175 79 23 87.1 27.4(l.89) 12 x 12 3.6x3.6 6 - 12 (152 -305) 155 68 175 79 14 (53.0 ) 10.2 0.71 14 x 14 4.3x4.3 155 (68 ) 175 79 16 60.6 13.3 0.92 16 x 16 4.9x4.9 155 68 175 79 17 64.4 15.0 1.04 16 x 18 4.9x5.5 155 68 175 79 20 75.7 20.7(l.43 16 x 20 4.9x6.1) 155 (68) 175 (79) 23 87.1 27.4(l.89) Q • Model F1 Res 44 & 58 HSW Technical Data: F1 Res 58 HSW & HSW /F2 Thread size Teemkp Rating Max Max Ambient Tem . K Factor SLe� Inch (mm) OF °C OF °C 1 12" NPT (R /z ) 155 175 68 79 175 (12) 100 150 38 66 5.8 2.45 (62) Escutcheon, F2, Data: Type Adjustment Face of Fitting to wall Flow (�) Pure psi (bar) Inch mm F2 % (13) 3 " (4.7 - 17.4 Max. Sprinkler Spa (m) � (m) Ceiling Deflector Inch (mm) Sprinkler Temp. Rati � o Flow (�) Pure psi (bar) Sprinkler Num IN 12 x 12 3.6x3.6 4 - 6 (101 -152) 155 68 175 79 16 60.6 7.6 0.53 R3533 14 x 14 4.3x4.3 155 (68) 175 79 18 (68.2) 9.7 0.67 16 x 16 4.9x4.9 155 (68) 175 (79) 21 79.5 13.2 0.91 16 x 18 4.9x5.5 155 (68) 175 79 25 94.7 18.6(l.28 16 x 20 4.9x6.1 155 68 175 79 29 (109.8 ) 25 (1.73) 12 x 12 3.6x3.6 6-12 (152 -305) 155 (68 ) 175 79 22 83.3 14.4(l.0 14 x 14 4.3x4.3 155 68 175 79 22 83.3 14.4(l.0 16 x 16 4.9x4.9 155 68 175 79 26 98.4 20.1 1.39 16 x 18 (4.9x5.5 ) 155 (68) 175 (79) 31 (117.4) 28.6(l.97) • Model F1 Res 44 SWC 4" (0 12" (t01.60mm To 1 i14" [J1,75mm] Moxlmum J04,80mm1 Eoce Of T Fn e U COVER, THEN To Wall amen— TURN N TO i0 ADJUST UNTIL TIGHT AGAINST WALL, 1" X 112" Reducer Recommended \ ; - Temp. Max. Pressure . Ambient Temp. p Wo11 Ho /e 2 5/16" sizeRatin 8.7 0.60 R3531 psi (bar) 2 51e" [58,74mm] —{ Inch (mm) 17 64.3 15.0 1.1 16 x 18 4.9x5.5 [66.68mm] Dio. 16 x 20 4.9x6.1 23(87.1) °F [g4. I4mm] °F °C 10.20.71 °F Oro. 11.7 0.81 TURN COLLAR UNTIL i 155 68 135 57 TIGHT AGAINST SPRINKLER 100 38 1 21132" 2.45 (62) WRENCH BOSS. [42.07mm) I.WG07 !/2" [12.70mm] Adjustment F1 RES 44 SWC Fig. 5 Technical Data: F1 Res 44 SWC Thread Sprinkler Temp. Temp. Max. Pressure . Ambient Temp. p K Sprinkler sizeRatin 8.7 0.60 R3531 psi (bar) 14 53.0 Factor Inch (mm) 17 64.3 15.0 1.1 16 x 18 4.9x5.5 19 71.8 18.7(l.13 16 x 20 4.9x6.1 23(87.1) °F °C °F °C 10.20.71 °F 11.7 0.81 16x16 4.9x4.9 1 12" / (R /z 155 68 135 57 175 (12) 100 38 4.4 2.45 (62) Max. Sprinkler Spacing It (m) ((A1, Ceiling -to- Defler Inch Flow gpm (L.pm) Pressure psi (bw) Sprinkler Idenffx:ation Number (SIN) 12 x 12 3.6x3.6 (101 -152) 13 49.2 8.7 0.60 R3531 14 x 14 4.3x4.3 14 53.0 10.2 0.71 16 x 16 4.9x4.9 17 64.3 15.0 1.1 16 x 18 4.9x5.5 19 71.8 18.7(l.13 16 x 20 4.9x6.1 23(87.1) 27.4 1.89 12x123.6x3.6 -- 6-12 (152 -305) 1452.9 10.20.71 14 x 14 4.3x4.3 15 56.7 11.7 0.81 16x16 4.9x4.9 18 (68.1) 16.8(l.16 16 x 18 (4.9x5.5) 20 (75.6) 120.7 (1.43) a • Model F1 Res 40 Recessed HSW /F2 F2 escutcheon, y" 13mm adjustmen 135FG05 Technical Data: F1 Res 40 HSW & HSW /F2 Thread Sae Winkler Rab Max � Ambient Tem . K Factor Sprinkler Inch mm) OF OC OF °C /z" NPT R /z 155 175 68 79 175 (12) 100 150 38 66 4.0 2.45 (62) Fig. 7 Escutcheon. F2. Data: Type us Face of Fitting to wall Flow (mm) Inch mm F2 Y (13) Y 16 - l (4.7 - 17.4) Max. Sprinkler CeiliA /�o- Sprinkler Temp. Flow Pure Sprinkler Spacing 1/4" MIN. Rating gPm p si Identification ft (m) I O F ( ° C) (Lpm) I - X 1/2° REDUCER 7 Number (SIN) 12 x 12 3.6x3.6) (101-152) 155 68 175 79 13 49.0 10.6 0.73 R3538 14 x 14 4.3x4.3 155 68 175 79 16 60.5 16.0 (1.10) 16 x 16 4.9x4.9 155 68 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. 17 64.3 18.1 1.24 16 x 16 4.9x4.9 135TG06 -c 175 79 18 68.1 20.2(l.39 16 x 18 4.9x5.5 155 68 175 79 20 75.7 25.0 1.72 18 x 18 5.5x5.5 155 68 175 79 22 83.3 30.2 2.08 16 x 20 4.9x6.1 8 175 79 23 87.0 33.1 2.28 12 x 12 3.6x3.6 6 12 (152 -305) 8 t 55 175 79 13 49.0 10.6 073 14 x 14 4.3x4.3 8 175 79 17 64.3 18.1 1.24 16 x 16 (4.9x4.9) 155 (68) 175 (79) 20 (75.7) 25.0 (1.72) FACE OF FITTING TO WALL DIMENSION 1/4" MIN. (31.Bmm] 2 1/4" HOLE DIA. 1/6" A" [57.2mm] [3.2mmJ CEILING TO DEFLECTOR I - X 1/2° REDUCER 7 DIMENSION 11 J � n 1 15/16" DIA. [49.2mmJ 2 271.J2 DIA. _ [72.2 TURN COLLAR UNTIL TIGHT AGAINST SPRINKLER WRENCH BOSS. \ \ \ 135TG06 -c ADJUSTMENT F1 RES 58, 44 & 40 HSW /F2 Finishes Standard Finishes Sprinkler F1, F2, FP Escutcheons Bronze Brass Chrome Plated Bright Chrome Plated White Polyester Coated White Painted Special Appli cation Finishes Sprinkler F1, F2, Escutcheons Bright Brass Bright Brass Black Plated Black Plated Black Paint Black Paint Off White Off White Satin Chrome Satin Chrome Other finishes and colors are available on special order. Consult factory for details. Maintenance Model F1 Res 49, F1 Res 58, F1 Res 76, F1 Res 44 and F1 Res 40 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 sprinklers should be maintained to allow quick replacement of damaged or operated sprinklers. Prior to installation, sprinklers should remain in the original cartons and packaging until used. This will minimize the potential for damage to sprinklers that could cause improper operation or non - operation. Model F1 RES 49 Residential Sprinkler Specifications Model F1 Res 49 & 58 Pendent Sprinklers shall be [cULus Listed] [New York City MEA Approved (258- 93 -E)] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ft 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 guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [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' /2" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 0 C)] [175 °F (79 0 C)]. Sprinklers shall have a nominal K- factor of 4.9 and 5.8. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish - specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 49 & 58, SIN R3516 & R3513 (Bulletin 135). Ordering Information Specify: 1. Sprinkler Model 2. Sprinkler Type 3. Temperature Rating 4. Sprinkler Finish 5. Escutcheon Finish Model F1 Res 49 & 58 Recessed Pendent/F1, Model F1 Res 49 & 58 Recessed Pendent/F2, Model F1 Res 49 & 58 Recessed Pendent/FP Sprinklers shall be [cULus Listed] [New York City MEA Approved (258- 93 -E)] low flow residential recessed pendent sprinklers engine red to provide a minimum design density of 0.05 gpmover 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 guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [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' /2" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 0 C)] [175 °F (79 0 C)]. Sprinklers shall have a nominal K- factor of 4.9 (70). Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Recessed escutcheon assembly shall be a steel, two-piece escutcheon [with' /2" adjustment (Model 172)] [with 3 /a°' adjustment (Model F1)] [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 F1 Res 49 & 58 Recessed Pendent/F1] [Model F1 Res 49 & 58 Recessed Pendent/F2] [Model F1 Res 49 & 58 Recessed Pendent/FP] SIN R3516 & R3513 (Bulletin 135). 10. Model F1 Res 49 & 58 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] [New York City MEA Approved (258- 93 -E)] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm /ft 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 guidelines and the applicable installation standard. Where pendent residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1 /2 " NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155 °F (68 0 C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a 1 12 " cover plate adjustment. Cover plate temperature rating shall be 135 °F (57 0 C). 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 F1 Res 49 & 58 CCP, SIN R3516 & R3513 (Bulletin 135). Model F1 RES 40 and F1 Res 44 Horizontal Sidewall Residential Sprinkler Specifications Model F1 Res 40 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258- 93 -E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm /ft 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 guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1 /2" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 °C)] [175 °F (79 0 C)]. Sprinklers shall have a nominal K- factor of 4.0 (57.1). Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 40, SIN R3538 (Bulletin 135). Model F1 Res 40 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 40 horizontal sidewall 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'h" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish- specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 40/F2, SIN R3538 (Bulletin 135). Model F1 Res 44 Horizontal Sidewall Sprinkler Sprinklers shall be [cULus Listed] [New York City MEA Approved (258- 93 -E)] low flow residential horizontal sidewall sprinklers engineered to provide a minimum design density of 0.05 gpm /ft 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 guidelines and the applicable installation standard. Where horizontal sidewall residential sprinklers are installed under sloped ceilings having a pitch of up to [4/12] [8/12], the sprinklers shall be listed for such use. Sprinkler frame and deflector shall be of bronze frame construction having a 1 /2 " NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and top - loaded extruded cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 0 C)] [175 °F (79 0 C)]. Sprinklers shall have a nominal K- factor of 4.4 (62.8). Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Residential horizontal sidewall sprinklers shall be Reliable Model F1 Res 44, SIN R3531 (Bulletin 135). Model F1 Res 44 Recessed Horizontal Sidewall Sprinkler Use description for the Model F1 Res 44 horizontal sidewall 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 1 /2" adjustment (Model F2). Standard finish shall be [brass][bright chrome] [white painted] [Special finish - specify]. Residential recessed horizontal sidewall sprinklers shall be Reliable Model F1 Res 44/F2, SIN 83531 (Bulletin 135). 11. Model F1 Res 76 Pendent Sprinklers shall be [cULus Listed] low flow residential pendent sprinklers engineered to provide a minimum design density of 0.05 gpm/ t` 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 guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3 /4" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 0 C)] [175 °F (79 0 C)]. Sprinklers shall have a nominal K- factor of 7.6. Standard finish: [Bronze] [Chrome - plated] [White Polyester] [Special finish- specify]. Residential pendent sprinklers shall be Reliable Model F1 Res 76, SIN R7618 (Bulletin 135). Model F1 Res 76 Recessed Pendent/F1, Model F1 Res 76 Recessed Pendent/F2, Model F1 Res 76 Recessed Pendent/FP Sprinklers shall be [cULus Listed] low flow residential recessed pendent sprinklers engineer9d to provide a minimum design density of 0.05 gpm /ft 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 guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3 /4 " NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of [155 °F (68 0C)] [175 °F (79 1 C)]. Sprinklers shall have a nominal K- factor of 7.6. Standard finish: [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 3 /4" adjustment (Model F1)] [of push -on and thread off design with t /2" adjustment (Model FP)]. Standard finish shall be [brass][bright chrome] [white painted]. Residential recessed pendent sprinklers shall be Reliable [Model F1 Res 76 Recessed Pendent/F11 [Model F1 Res 76 Recessed Pendent/F21 [Model 171 Res 76 Recessed Pendent/FP] SIN R7618 (Bulletin 135). Model F1 Res 76 CCP Pendent (Concealed) Sprinklers shall be [cULus Listed] low flow residential concealed sprinklers engineered to provide a minimum design density of 0.05 gpm/ft 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 guidelines and the applicable installation standard. Sprinkler frame and deflector shall be of bronze frame construction having a 3 /4" NPT thread. Water seal assembly shall consist of a Teflon- coated Belleville spring washer and machined cup with 3 mm glass bulb containing no plastic parts, and having a temperature rating of 155 °F (68 0 C). Cover plate assembly shall consist of a brass cover plate and copper alloy retainer flange. Method of attaching the cover plate to the sprinkler cup shall be a push -on and thread -off design allowing a 1 12" cover plate adjustment. Cover plate temperature rating shall be 135 °F (57 0 C). 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 F1 Res 76 CCP, SIN 87618 (Bulletin 135). The equipment presented in this bulletin is to be installed in accordance with the latest pertinent Standards of the National Fire Protection Association, Factory Mutual Research Corporation, or other similar organizations and also with the provisions of governmental codes or ordinances, whenever applicable. Products manufactured and distributed by RELIABLE have been protecting life and propertyfor over 80 years, and are installed and serviced by the most highly qualified and reputable sprinkler contractors located throughout the United States, Canada and foreign countries. Manufactured by The Reliable Automatic Sprinkler Co., Inc. (800) 431 -1588 Sales Offices Recycled (800) 848 -6051 Sales Fax ® Paper (914) 829 -2042 Corporate Offices Revision lines indicate updated or new data. www.reliablesprinkler.com Internet Address EG. Printed in U.S.A. 6/07 P/N 9999970235 ES- A- M200 /M200N Ma xim Series M200, M20ON A M E AL S Double Check Valve Assemblies FIRE &WATERWORKS Sizes: 2 1 /2" -10" (65 - 250mm) m2nn RFG Features • Extremely Compact Design • 70% Lighter than Traditional Designs • 304 (Schedule 40) Stainless Steel Housing & Sleeve • Groove Fittings Allow Integral Pipeline Adjustment • Patented Tri -Link Checks Provides Lowest Pressure Loss • Unmatched Ease of Serviceability • Available with Grooved Butterfly Valve Shutoffs • Available for Horizontal, Vertical or N Pattern Installations • Replaceable Check Disc Rubber Job Name Job Location Engineer Approval Contractor Approval Contractor's P.O. No. Representative _ Ames product specifications in U.S. customary units and metric are approximate and are provided for reference only For precise measurements, please contactAmes Technical Service. Ames reserves the right to change or modify product design, construction, specifications, or materials without prior notice and without incurring any obligation to make such changes and modifications on Ames products previously or subsequently sold. The Maxim M200, M20ON Double Check Valve Assemblies are used to prevent backflow of pollutants, that are objectionable but not toxic, from entering the potable water supply system. The Maxim M200, M20ON may be installed under continuous pressure service and may be subjected to backpressure. The Maxim M200, M20ON consists of two independently operating check valves, two shutoff valves, and four test cocks. For use in non - health hazard applications. Specifications The Double Check Valve Assemblies shall consist of two independent Tri -Link Check modules within a single housing, sleeve access port, four test cocks and two drip tight shutoff valves. Tri -Link Checks shall be removable and serviceable, without the use of special tools. The housing shall be constructed of 304 (Schedule 40) stainless steel pipe with groove end connections. Tri -Link Checks shall have reversible elastomer discs and in operation shall produce drip tight closure against the reverse flow of liquid caused by backpressure or backsiphonage. Assembly shall be a Maxim M200, M20ON as manufactured by the Ames Company. www.amesfirewater.com Configurations • Horizontal • Vertical up • "N" pattern horizontal Materials • Housing & Sleeve: 304 (Schedule 40) Stainless Steel • Elastomers: EPDM, Silicone and Buna `N' • Tri -Link Checks: Noryl°, Stainless Steel • Check Discs: Reversible Silicone or EPDM • Test Cocks: Bronze Body Nickel Plated • Pins & Fasteners: 300 Series Stainless Steel • Springs: Stainless Steel Dimensions — Weights Available Models OSY- UUFM outside stem and yoke resilient seated gate valves BFG- UUFM grooved gear operated butterfly valves w /tamper switch NRS- non - rising stem resilient seated gate valves *OSY FxG- Flanged inlet gate connection and grooved outlet gate connection *OSY GxF- Grooved inlet gate connection and flanged outlet gate connection *OSY GxG- Grooved inlet gate connection and grooved outlet gate connection Available with grooved NRS gate valves - consult factory* Post indicator plate and operating nut available - consult factory* *Consult factory for dimensions Pressure — Temperature Temperature Range: 33 °F —110 °F (5 °C — 43 °C) Maximum Working Pressure: 175psi (12.06 bar) I M200, M20ON SIZE (DN) (DN) DIMENSIONS DIMENSIONS WEIGHT in mm 2 65 A in mm 31 787 C (OSY) in mm 16 3 /8 416 C (NRS) in mm 9 3 /8 238 D in mm Th 89 G in mm 29 1 /16 738 H in mm 22 3 /4 578 ! 0 mm 15 13 /16 402 J in mm 8 13 /16 223 P in mm 9 234 M200 OSY NRS lbs. kgs. lbs. kgs. 125 57 115 52 M20ON OSY NRS lbs. kgs. lbs. kgs. 133 60 122 55 3 80 31 805 18 7 /8 479 10 1 /4 260 3 71 /16 94 30 775 22 3 /4 578 17 1 /8 435 9 3 /16 233 1012 267 145 66 131 59 158 72 144 65 4 100 40 1029 22 3 /4 578 12 310 5 127 39 3 14 1010 30 3 /4 781 20% 518 11 11 284 219 99 219 99 242 110 242 110 6 150 48 1224 30 1 /8 765 16 406 6 165 40 1016 38 965 24 3 /4 629 14 360 15 394 390 177 368 167 430 195 408 185 8 200 55 1397 37 3 /4 959 19 506 Th 191 59 1 /8 1502 45 5 /8 1159 28% 721 16 3 /4 425 17 445 564 256 522 237 640 290 598 271 10 250 57 1461 45 3 /4 1162 23 605 8 208 66 1676 50 1270 3212 826 17 440 20 508 781 354 721 327 951 431 890 404 0 0 C l D I----------------------- A - ---- ----- ---- ---- - - -- -- / M200BFG, M20ONBFG SIZE (DN) DIMENSIONS WEIGHT in. mm A in. mm C in. mm D in. mm G in. mm in. H mm I in. mm J in. mm in. P mm M20OBFG W. kgs, M20ONBFG lbs. kgs. 2 1 /2 65 28 711 8 203 Th 89 29 7 /8 759 22 1 /8 562 14 15 /16 379 8 73 /16 223 9 229 56 25 64 29 3 80 28 724 8 5 /16 211 3 11 /16 94 30 3 /4 781 22 3 /4 578 15 7 /16 392 9 3 /16 233 912 241 54 24 67 30 4 100 36 914 8 71 /16 221 4 13 /16 122 39 991 30 3 /4 781 18 457 11 11 /16 297 11 279 119 54 142 64 6 150 40 1033 10 254 6 152 47 7 /16 1205 38 965 20 11 /16 525 14 3 h6 360 15 394 211 96 251 114 8 200 48 1219 12 3 /16 310 6 73 /16 173 56 1422 45 5 /8 1159 24 1 /8 613 16 3 /4 425 17 445 345 156 421 191 Noryl® is a registered trademark of General Electric Company Approvals ��pSSIFj fl5SE C Q9US 1015 2856 ca® FM C 864.5 Approved For additional approval information please contact the factory or visit our website at www.amesfirewater.com Capacity UUFM Certified Flow Characteristics Flow characteristics collected using butterfly shutoff valves. See literature S- MAXIM- 200/300 for gate valve flow characteristics * = Rated flow ** = UL Tested _Horizontal Vertical - - - - -N -Pattern kPa 96 83 69 55 41 28 14 kPa 83 69 55 41 28 14 kPa 83 69 55 41 28 14 0 psi 2'/z" (65MM) 14 * ** 12 - — ( N 10 V 8 H 6 4 - - 2 0 50 100 150 200 250 300 350 gpm 0 190 380 570 760 950 1140 1330 Ipm 15 fps 4.6 mps psi 3" (80mm) 12 * ** 10 H 8 N V 6 ' 4 ' 2 0 100 200 300 400 500 gpm 0 380 760 1140 1520 1900 Ipm 15 fps 4.6 mps kPa 83 69 55 41 28 14 0 kPa 83 69 55 41 28 14 0 N H V psi 12 10 8 6 4 2 0 6" (150mm) * ** 0 300 600 900 1200 1500 gpm 0 1140 2280 3420 4560 5700 Ipm 15 fps 4.6 mps 8" (200mm) psi * ** 12 10 8 - - N 6 H 4 - ,___ - -" V 2 0 0 500 1000 1500 2000 2500 gpm 0 1900 3800 5700 7600 9500 Ipm 15 fps 4.6 mps kPa psi 83 12 69 10 55 8 41 6 28 4 14 2 0 0 10" (25OMM) N H V 0 500 1000 1500 2000 2500 3000 3500 gpm 0 1900 3800 5700 7600 9500 11400 13300 Ipm 15 fps 4.6 mps IMPORTANT. INQUIRE WITH GOVERNING AUTHORITIES FOR LOCAL INSTALLATION REQUIREMENTS For additional information, visit our web site at: www.mnesfirewater.com A A M E S •9001 FIRE &WATERWORKS A Division of Watts Regulator Company w I CERTIFIED 1427 North Market Blvd. • Suite #9 • Sacramento, CA 95834 • Phone: 916 - 928 -0123 • Fax: 916 - 928 -9333 ES- A- M200 /M200N 0510 ©Ames Co. 2007