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,THORPE.DESIGN, INC. :410 °BEAT'RIC'E COURT SUITE A BRENTWOOD,CA 94513 HYDRAULIC CALCULATIONS s FOR NEW.RESIDNECE 115 STANDISH LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE:' JUL 22, 2016 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ: PER HEAD: 13 GPM SPRINKLER SPACING: 16' X 16' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 -SPRINKLERS - MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2" K -FACTOR: 4.9K TEMP. RATING: 160 DEG. -WATER ,FLOW- STATIC: 40 BUTTE COUNTY RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL OUL 2 7 2016 -DEMAND - DEVELOPMENT SERVICES SPRINKLER REQUIRED PRESSURE: 29.80 SPRINKLER REQUIRED FLOW: 26.1 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 31.1 x CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 2711.1593• ) HRS SYSTEMS, INC. PERMIT# [N(o - 31071 M BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR C0 MPLIANCE Al DATE • - ' BY -14.7 C4 0 0 >1 W H WATER SUPPLY ANALYSIS y Static: 40.'00 psi Resid: 39.00"psi Flow: 40.0 gpm y LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure ' 29.83 psi @ 31.1 gpm ; A. Source Supply,Curve B. System Demand Curve 1 2 -,- 20 30 40 50 60 70 80 90 100 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 60.0 50.0 . G A U A G 40.0 E P R E 30.0 S _ S U R E 20.0 p s i 10.0 B 0.0 -14.7 C4 0 0 >1 W H WATER SUPPLY ANALYSIS y Static: 40.'00 psi Resid: 39.00"psi Flow: 40.0 gpm y LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure ' 29.83 psi @ 31.1 gpm ; A. Source Supply,Curve B. System Demand Curve 1 2 -,- 20 30 40 50 60 70 80 90 100 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) :r SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 i DATE: 7/22/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: 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) SOURCE 40.0 39.0 40.0 39.4 31.1 29.8 Required pressure is 9.5 psi (24%) less than available pressure. 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 NOTES (FT) .(PSI) (GPM) 1 -1.5 - - - - 30.7 - - - 2 -1.5 - - - - 30.4 - - - 3 -1.5 - - - - 27.8 - - - 4 1:5 HOSE STREAM 26.2 5.0 5 3.5 - - - - 24.8 - - - F1 5.0 - - - - 23.9 - - - F2 5.0 - - - - 20.9 - - - 6 6.5 - - - - 19.9 - - - 7 9.6 - - - - 17.1 - - - 8 9.6 - - - - 13.0 - - - 9 9.6 - - - - 9.1 - - - 10 9.6 - - - - 7.9 - - - 11 9.6 - - - -. 8.1 - - - S1 9.1 - - - - 9.3 - - - S2 9.1 K= 4.90 7.0 13.0 S3 9.1 K= 4.90 7.1 13.1 SOURCE 2.5 SOURCE 29.8 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/22/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\1.5-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add F1 F1 To Vel Fit: L C (Pt) Frm Node El (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 Source 0.0 5.6 2EGCR 5.00 130 0.8 SOURCE 2.5 29.8 31.1 2 L1.500 15.35 1.7 1 -1.5 30.7 31.1 1.505 20.35 0.044 0.9 Pipe: 2 0.0 0.0 5.6 3.00 130 0.3 1 -1.5 30.7 31.1 3 L1.500 E: 3.1 3.07 0.0 2 -1.5 30.4 31.1 1.505 6.07 0.044 0.3 Pipe: 3, 0.0 0.0 5.0 80.00 150 2.6 2 -1.5 30.4 31.1 4 P1.500 2F: 4.0 20.00 0.0 3 -1.5 27.8 31.1 1.590 4E:16.0 100.00 0.026 2.6 Pipe: 4 H.S. 5.0 Disch 5.6 3.00 130 1.7 3 -1.5 27.8 26.1 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 26.2 31.1 1.505 G: 2.3 8.37 0.044 0.4 Pipe: 5 0.0 0.0 4.7 E: 3.1 3.00 130 1.3 4 1.5 26.2 26.1 F1 L1.500 T: 6.1 11.51 -0.9 5 3.5 24.8 26.1 1.505 R: 2.3 14.51 0.032 0.5 Pipe: 6 0.0 0.0 8.8 1.50 150 0.9 5 3.5 24.8 26.1 F2 Y1.000 C: 1.0 1.00 -0.6 F1 5.0 23.9 26.1 1.101 2.50 0.111 0.3 Pipe: 7 0.0 Fixed Pressure Loss Device Fl 5.0 23.9 26.1 6 3.0 psi, 26.1 gpm F2 5.0 20.9 26.1 Pipe: 8 0.0 0.0 8.8 1.50 150 1.0 F2 5'.0 20.9 26.1 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 19.9 26.1 1.101 3.50 0.111 0.4 Pipe: 9. 0.0 16.5 11 8.8 5.08 150 2.8 6 6.5 19.9 9.6 8 Y1.000 E: 7.0 8.00 -1.3 7 9.6 17.1 26.1 1.101 R: 1.0 13.08 0.111 1.5 Pipe: 10 0.0 0.0 5.1 59.92 150 4.0 7 9.6 17.1 9.6' 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 13.0 9.6 0.874 3R: 3.0 74.92 0.054 4.0 Pipe: 11 0.0 0.0 5.1 50.25 150 3.9 8 9.6 13.0 9.6 10 Y0.750 2E:14.0 22.00 0.0 9 9.6 9.1 9.6 0.874 8R: 8.0 72.25 0.054 3.9 Pipe: 12 0.0 0.0 5.1 14.17 150 1.2 9 9.6 9.1 9.6_ Y0.750 E: 7.0 8.00 0.0 10 9.6 7.9 9.6 0.874 R: 1.0 22.17 0.054 1.2 NOTES (HASS) (1) Calculations were performed by the HASS 8.5 computer program .under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.098 gpm. (3) Total pressure at each node.is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE ,Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/22/2016.5\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add Fl Fl To Vel 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:'13 0.0 0.0 1.8 15.50 150 0.1 11 9.6 8.1 3.4 Y0.750 R: 1.0 1.00 0.0 10 9.6 7.9 3.4 0.874 16.50 0.008 0.1 Pipe: 14 0.0' 3.4 10 8.8 49.67 150 9.0 7 9.6 17.1 13.1 S3 Y0.750 3T: 9.0 12.00 0.0 11 9.6 8.1 16.5 0.874 3R: 3.0 61.67 0.146 9.0 Pipe: 15 0.0 0.0 0.0 0.50 150 0.2 S1 9.1 9.3 0.0 Y0.750 T: 3.0 3.00 -0.2 9 9.6 9.1 0.0 0.874 3.50 0.000 0.0 Pipe: 16 4.90 13.0 Disch 7.0 1.75 150 0.9 10 9.6 7.9 0.0 Y0.750 E: 7.0 10.00 0.2 S2 9.1 7.0 13.0 0.874 T: 3.0 11.75 0.094 1.1 Pipe: 17 4.90 13.1 Disch 7.0 1.83 150 0.9 11 9.6 8.1 0.0 Y0.750 E: 7.0 10.00 0.2 S3 9.1 7.1 13.1 0.874 T: 3.0 11.83 0.096 1.1 NOTES (HASS) (1) Calculations were performed by the HASS 8.5 computer program .under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.098 gpm. (3) Total pressure at each node.is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE ,Pipe Table Name: SIGMA.PIP ii. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/22/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 .2.00 3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths ,in Feet (in) F E T B G C F45Ell Ell Tee BfyVly GatVly ChkVly 1.590 2.00 4.00 8.00 '.2.00 3.00 6.00 PAGE:-Y MATERIAL: Blazem HWC: 150 ' Diameter •.Equivalent Fitting Lengths in Feet in)- F E T B G C R Z F45Ell Ell Tee•BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00• '0.00 1.00 1.00 1.00 10.00 1.101 1.00 t 7.00 5.00 1.00 1.00- 1.00 1.00 10.00 i i i THORPE DESIGN, INC. �+ 410 BEATRICE COURT SUITE A BRENTWOOD,CA 94513 HYDRAULIC CALCULATIONS FOR NEW RESIDNECE 115 STANDISH.LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: JUL 22, 2016 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER HEAD: 20 GPM SPRINKLER SPACING: 20' X 20' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers AUTHORITY.HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 -SPRINKLERS- MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2" K -FACTOR: 4.9K , TEMP. RATING: 160 DEG. } -WATER FLOW - STATIC : 40 BUTfE RESIDUAL: 39 CUUNTY FLOW: 40 GPM .�t PROVIDED BY: PUMP/WELL DUL 2 7 2016 -DEMAND- DEVELOPMENT SERVICES SPRINKLER REQUIRED PRESSURE:, 34.5 �� 2• ! SPRINKLER REQUIRED FLOW: 20.0 ADDITIONAL FLOWS: 5 GPM top, � TOTAL FLOW: 25.0 " CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE #-27111593 ) HRS SYSTEMS, INC. i JERMIT # BUTTE COUNTY DEVELOPMENT SERVICES REVIEWED FOR COE OIVii'LO CE DATE BY tc,� COPY C4 d o� CO H WATER SUPPLY ANALYSIS y Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm y N -14.7 20 30 40 50 60 70 80 90 100 FLOW (GPM) (Note: Dashed Lines indicate.extrapolatedIvalues from Test Results) IOU.0 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 p s i 10.0 B 0.0 C4 d o� CO H WATER SUPPLY ANALYSIS y Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm y N -14.7 20 30 40 50 60 70 80 90 100 FLOW (GPM) (Note: Dashed Lines indicate.extrapolatedIvalues from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 7/22/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XX-X.SDF JOB TITLE: 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) SOURCE 40.0 39.0 40.0 39.6 25.0 34.5 Required pressure is 5.0 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA - NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1. -1.5 - - - - 35.7 - - - 2 -1.5 - - - - 35.5 - - - 3 -1.5 - - - - 33.8 - - - 4 1.5' HOSE STREAM 32.2 5.0 5 3.5 - - - - 31.1 - - - F1 5.0 - - - - 30.3 - - - F2 5.0 - - - - 27.3 - - - 6 6.5 - - - - 26.4 - - - 7 9.6 - - - - 24.2 - - - 8 9.6 - - - - 20.6 - - - 9 9.6 - - - - 17.2 - - - 10 9.6 - - - - 18.7 - - - 11 9.6 - - - - 19.9 - - - S1 9.1 K= 4.90 16.7 20.0 S2 9.1 - - - - 18.9 - - - S3 9.1 - - - - 20.1 - - - SOURCE 2.5 SOURCE 34.5 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 7/22/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add F1 Fl To Vel Fit: L C Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 1 Source 0.0 4.5 2EGCR 5.00 130 SOURCE 2.5 34.5 25.0 2 L1.500 15.35 1 -1.5 35.7 25.0 1.505 20.35 0.029 Pipe: 2 0.0 0.0' 4.5 3.00 130 1 -1.5 35.7 25.0 3 L1.500 E: 3.1 3.07 2 -1.5 35.5 25.0 1.505 6.07 0.029 Pipe: 3 0.0 0.0 4.0 80.00 150 2 -1.5 35.5 25.0 4 P1.500 2F: 4.0 20.00 3 -1.5 33.8 25.0 1.590 4E:16.0 100.00 0.017 Pipe: 4 H.S. 5.0 Disch 4.5 3.00 130 3 -1.5 33.8 20.0 5 L1.500 E: 3.1 5.37 4 1.5 32.2 25.0 1.505 G: 2.3 8.37 0.029 Pipe: 5 0.0 0.0 3.6 E: 3.1 3.00 130 4 1.5 32.2 20.0 F1 L1.500 T: 6.1 11.51 5 3.S 31.1 20.0 1.505 R: 2.3 14.51 0.019 Pipe: 6 0.0 0.0 6.7 1.50 150 5 3.5 31.1 20.0 F2 Y1.000 C: 1.0 1.00 F1 5.0 30.3 20.0 1.101 2.50 0.068 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 30.3 20.0 6 3.0 psi, 20.0 gpm F2 5.0 27.3 20.0 Pipe: 8 0.0 0.0 6.7 1.50 150 F2 5.0 27.3 20.0 7 Y1.000 2R: 2.0 2.C.0 6 6.5 26.4 20.0 1.101 3.50 0.068 Pipe: 9 0.0 11.0 11 6.7 5.08 150 6' 6.5 26.4 9.0 8 Y1.000 E: 7.0 8.00 7 9.6 24.2 20.0 1.101 R: 1.0 13.08 0.068 Pipe: 10 0.0 0.0 4.8 59.92 150 7 9.6 24.2 9.0 9 Y0.750 4T:12.0 15.00 8 9.6 20.6 9.0 0.874 3R: 3.0 74.92 0.047 Pipe: 11 0.0 0.0 4.8 50.25 150 8 9.6 20.6 9.0 Y0.750 2E:14.0 22.00 9 9.6 17.2 9.0 0.874 8R: 8.0 72.25 0.047 Pipe: 12 0.0 0.0 5.9 14.17• 150 10 9.6 18.7 11.0 Y0.750 E: 7.0 8.00 9 9.6 17.2 11.0 0.874 R::1.0 22.17 0.070 (Pt) (Pe) (Pf) 1.1 1.7 0.6 0.2 0.0 0.2 1.7 0.0 1.7 1.5 -1.3 0.2 1.1 -0.9 0.3 0.8 -0.6 0.2 0.9 -0.6 0.2 2.2 -1.3 0.9 3.6 0.0 3.6 3.4 0.0 3.4 1.5 0.0 1.5 (5) Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 7/22/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add F1 Fl To Vel 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: 13 0.0 0.0 5.9 15,.50 150 1.1 11 9.6 19.9 11.0 9 Y0.750 R: 1.0 1.00 0.0 10 9.6 18.7 11.0 0.874 16.50 0.070 1.1 Pipe: 14 0.0 0.0 5.9 49.67 150 4.3 7 9.6 24.2 11.0 10 Y0.750 3T: 9.0 12.00 0.0 11 9.6 19.9 11.0 0.874 3R: 3.0 61.67 0.070 4.3 Pipe: 15- 4.90 20.0 Disch 10.7 0.50 150 0.5 9 9.6 17.2 0.0 Y0.750 T: 3.0 3.00 0.2 S1 9.1 16.7 20.0 0.874 3.50 0.209 0.7 Pipe: 16 '0.0 . 0.0 0.0 1.75 150 0.2 S2 9.1' 18.9 0.0 Y0.750 E: 7.0 10.00 -0.2 10 9.6 18.7 0.0 0.874 T: 3.0 11.75 0.000 0.0 Pipe: 17 0.0 0.0 .0.0 1.83 150 0.2 S3 9.1 20.1 0.0 Y0.750 E: 7.0 10.00 -0.2 11 9.6 19.9 0.0 0.874 T: 3.0 11.83 0.000 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (2) The sys`-em has been calculated to provide an average imbalance at each node of 0.011 gpm and a maximum imbalance at any node of 0.183 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at'pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP w SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 7/22/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet .(in) F E T B G C R F45E11 Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 2.00 3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C. F45Ell Ell Tee BfyVly GatVlv-ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 6.00 .PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet i•. (in) F E T B G C R Z F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 1.00 7.00 5.00 1.00 1.00•. 1.00 1.00 10.00 �. ► , ' f . ' i P 4 THORPE DESIGN, INC. {�) 410 BEATRICE: COURT SUITE A BRENTWOOD,CA.94513 : HYDRAULIC CALCULATIONS i FOR NEW RESIDNECE 115 STANDISH LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: APR 21, 2016 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER 'HEAD: 20 GPM SPRINKLER SPACING: 20' X20' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers ,AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 -SPRINKLERS - MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2" K -FACTOR: 4.9K TEMP. RATING: 160 DEG. -WATER FLOW - STATIC: 40 RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL -DEMAND- SPRINKLER REQUIRED PRESSURE: 34.5 SPRINKLER REQUIRED FLOW: 20.0 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 25.0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27111593 ) HRS SYSTEMS, INC. BUTTE COUNTY JUN 2 3 2016 DEVELOPMENT SERVICES -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.58 psi @ 25.0 gpm 2 Required pressure 34.55 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve 1 2 � — —I — — — 20 30 40 50 60 70 80 90 100 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 p s i 10.0 B -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.58 psi @ 25.0 gpm 2 Required pressure 34.55 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve 1 2 � — —I — — — 20 30 40 50 60 70 80 90 100 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: 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) SOURCE 40.0 39.0 40.0 39.6 25.0 34.5 Required pressure is 5.0 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION (FT) (GPM) - - - - 2 -1.5 3 -1.5 4 1.5 5 3.5 F1 5.0 F2 5.0 6 6.5 7 9.6 8 9.6 9 9.6 10 9.6 11 9.6 S1 9.1 S2 9.1 S3 9.1 SOURCE 2.5 NODE TYPE PRESSURE DISCHARGE NOTES (PSI) (GPM) - - - - 35.7 - - - - - - - 35.5 - - - - - - - 33.8 - - - HOSE STREAM 32.2 5.0 - - - - 31.1 - - - - - - - 30.3 - - - - - - - 27.3 - - - - - - - 26.4 - - - - - - - 24.2 - - - - - - - 20.6 - - - - - - - 17.2 - - - - - - - 18.7 - - - - - - - 19.9 - - - K= 4.90 16.7 20.0 - - - - 18.9 - - - - - - - 20.1 - - - SOURCE 34.5 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 ' DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add Fl Fl To Vel 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/f.t. (Pf) Pipe: 1 Source 0.0 4.5 2EGCR 5.00 130 1.1 SOURCE 2.5 34.5 25.0 2 L1.500 15.35 1.7 1 -1.5 35.7 25.0 1.505 20.35 0.029 0.6 Pipe: 2 0.0 0.0 4.5 3.00 130 0.2 1 -1.5 35.7 25.0 3 L1.500 E: 3.1 3.07 0.0 2 -1.5 35.5 25.0 1.505 6.07 0.029 0.2 Pipe: 3 0.0 0.0 4.0 80.00 150 1.7 2 -1.5 35.5 25.0 4 P1.500 2F: 4.0 20.00 0.0 3 -1.5 33.8 25.0 1.590 4E:16.0 100.00 0.017 1.'7 Pipe: 4 H.S. 5.0 Disch 4.5 3.00 130 1.5 3 -1.5 33.8 20.0 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 32.2 25.0 1-.505 G: 2.3 8.37 0.029 0-2 Pipe: 5 0.0 0.0 3.6 E: 3.1 3.00 130 1.1 4 1.51 32.2 20.0 F1 L1.500 T: 6.1 11.51 ) -0.9 5 3.5 31.1 20.0 1.505 R: 2.3 14.51 0.019 0.3 Pipe: 6 0.0 0.0 6.7 1.50 150 0.8 5 3.5 31.1 20.0 F2 Y1.000 C: 1.0 1.00 -0.6 F1 5:0 30.3 20.0 1.101 2.50 0.068 0.2 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 30.3 20.0 6 3.0 psi, 20.0 gpm F2 5.0 27.3 20.0 Pipe: 8 0.0 0.0 6.7 1.50 150 0.9 F2 5.0 27.3 20.0 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 26.4 20.0 1.101 3.50 0.068 0.2 Pipe: 9 0.0 11.0 11 6.7 5.08 150 2.2 6 6.5 26.4 9.0 8 Y1.000 E: 7.0 8.00 -1.3 7 9.6 24.2 20.0 1.101 R: 1.0 13.08 0.068 0.9 Pipe.: 10 0.0 0.0 4.8 59.92 150 3.6 7 9.6 24.2 9.0 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 20.6 9.0 0.874 3R: 3.0 74.92 0.047 3.6 Pipe: 11 0.0 0.0 4.8 .50.25 150 3.4 8 9.6 20.6 9.0 Y0.750 2E:14.0 22.00 0.0 9 9.6 17.2 9.0 0.874'8R: 8.0 72.25 0.047 3.4 Pipe: 12 0.0 0.0 5.9 14.17 150 1.5 10 9.6 18.7 11.0 Y0.750 E: 7.0 8.00 0.0 9 9.6 17.2 11.0 0.874 R: 1.0 22.17 0.070 1.5 (Pt) (Pe) (Pf)' 1.1 0.0 1 1 4 3 0.0 4.3 0.5 0.-2 0.7 0.2 -0.2 0.0 0.2 -0.2 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 r "t DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add F1 F1 To Vel Fit: L •C Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 13 0.0 0.0 5.9 15.50 150 11 9.6 19.9 11.0 9 Y0.750 R: 1.0 1.00 10 9.6 18.7 11.0 0.874 16.50 0.070 Pipe: 14 0.0 0.0 5.9 49.67 150 7 9.6 24.2 11.0 10 Y0.750 3T: 9.0 12.00 11 9.6 19.9 11.0 0.874 3R: 3.0 61.67 0.070 Pipe: 15 4.90 20.0 Disch 10.7 0.50 150 9 9.6 17.2 0.0 Y0.750 T: 3.0 3.00 S1 9.1 16.7 20.0 0.874 3.50 0.209 Pipe: 16 0.0 0.0 0.0 1.75 150 S2 9.1 18.9 0.0 Y0.750 E: 7.0 10.00 10 9.6 18.7 0.0 0.874 T: 3.0 11.75 0.000 Pipe: 17 0.0 0.0 0.0 1.83 150 S3 9.1 20.1 0.0 Y0.750 E: 7.0 - 10.00 11 9.6 19.9 0.0 0.874 T: 3.0 11.83 0.000 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931).659-9760 (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 0.183 gpm. (3). Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5).Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP (Pt) (Pe) (Pf)' 1.1 0.0 1 1 4 3 0.0 4.3 0.5 0.-2 0.7 0.2 -0.2 0.0 0.2 -0.2 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R 145E11 Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 2.00 3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C F45Ell Ell Tee BfyVly GatVly ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 6.00 PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R Z F45E11 Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 1.00 7.00 5.00 1.00 1.00 1.00 .1.00 10.00 4 THORPE DESIGN, INC. 410 BEATRICE COURT SUITE A BRENTWOOD,CA 94513 HYDRAULIC CALCULATIONS FOR NEW RESIDNECE 115 STANDISH LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: APR 21, 2016 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER HEAD: 20 GPM SPRINKLER SPACING: 20' X 20' SQ. FT. NUMBER OF SPRINKLERS CALCULATED; 1 sprinklers AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 -SPRINKLERS - MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2" K -FACTOR: 4.9K TEMP. RATING: 160 DEG. STATIC: 40 RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL -WATER FLOW - DEMAND - SPRINKLER REQUIRED PRESSURE: 34.5 SPRINKLER REQUIRED FLOW: 20.0 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 25.0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27111593 ) HRS SYSTEMS, INC. 0i BUTTE COUNTY JUN 2 3 2016 DEVELOPMENT SERVICES A -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.58 psi @ 25.0 gpm 2 Required pressure 34.55 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve 1_ 2 — — — 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate'extrapolated values from Test Results) 100 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 p S i 10.0 -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.58 psi @ 25.0 gpm 2 Required pressure 34.55 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve 1_ 2 — — — 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate'extrapolated values from Test Results) 100 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: 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) SOURCE 40.0 39.0 40.0 39.6 25.0 34.5 Required pressure is 5.0 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 -1.5 - - - - 35.7 - - - 2 -1.5 - - - - 35.5 - - - 3 -1.5 - - - - 33.8 - - - 4 1.5 HOSE STREAM 32.2 5.0 5 3.5 - - - - 31.1 - - - F1 5.0 - - - - 30.3 - - - F2 5.0 - - .- - 27.3 - - - 6 6.5 - - - - 26.4 - - - 7 9.6 - - - - 24.2 - - - 8 9.6 - - - - 20.6 - - - 9 9.6. - - - - 17.2 - - - 10 9.6 - - - - 18.7 - - - 11 9.6 - - - - 19.9 - - - S1 9.1 K= 4.9.0 16.7 20.0 S2 9.1 - - - - 18.9 - - - S3 9.1 - - - - 20.1 - - - SOURCE 2.5 SOURCE 34.5 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add F1 Fl To Vel Fit: L C (Pt) Frm Node El (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 Source 0.0 4.5 2EGCR 5.00 130 1.1 SOURCE 2.5 34.5 25.0 2 L1.500 15.35 1.7 1 -1.5 35.7 25.0 1.505 20.35 0.029 0.6 Pipe: 2 0.0 0.0 4.5 3.00 130 0.2 1 -1.5 35.7 25.0 3 L1.500 E: 3.1 3.07 0.0 2 -1.5 35.5 25.0 1.505 6.07 0.029 0.2 Pipe: 3 0.0 0.0 4.0 80.00 150 1.7 2 -1.5 35.5 25.0 4 P1.500 2F: 4.0 20.00 0.0 3 -1.5 33.8 25.0 1.590 4E:16.0 100.00 0.017 1.7 Pipe: 4 H.S. 5.0 Disch 4.5 3.00 130 1.5 3 -1.5 33.8 20.0 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 32.2 25.0 1.505 G: 2.3 8.37 0.029 0.2 Pipe: 5 0.0 0.0 3.6 E: 3.1 3.00 130 1.1 4 1.5 32.2 20.0 F1 L1.500 T: 6.1 11.51 -0.9 5 3.5 31.1 20.0 1.505 R: 2.3 14.51 0.019 0.3 Pipe: 6 0.0 0.0 6.7 1.50 150 0.8 5 3.5 31.1 20.0 F2 Y1.000 C: 1.0 1.00 -0.6 F1 5.0 30.3 20.0 1.101 2.50 0.068 0.2 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 30.3 20.0 6 3.0 psi, 20.0 gpm F2 5.0 27.3 20.0 Pipe: 8 0.0 0.0 6.7 1.50 150 0.9 F2 5.0 27.3 20.0 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 26.4 20.0 1.101 3.50 0.068 0.2 Pipe: 9 0.0 11.0 11 6.7 5.08 150 2.2 6 6.5 26.4 9.0 8 Y1.000 E: 7.0 8.00 -1.3 7. 9.6 24.2 20.0 1.101 R: 1.0 13.08 0.068 0.9 Pipe: 10 0.0 0.0 4.8 59.92 150 3.6 7 9.6 24.2 9.0 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 20.6 9.0 0.874 3R: 3.0 74.92 0.047 3.6 Pipe: 11 0.0 0.0 4.8 50.25 150 3.4 8 9.6 20.6 9.0 Y0.750 2E:14.0 22.00 0.0 9 9.6 17.2 9.0 0.874 8R: 8.0 72.25 0.047 3.4 Pipe: 12 0.0 0.0 5.9 14.17 150 1.5 10 9.6 18.7 11.0 Y0.750 E: 7.0 8.00 0.0 9 9.6 17.2 11.0 0.874 R: 1.0 22.17 0.070 1.5 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 .(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 0.183 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet - are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add F1 Fl To Vel Fit: L C (Pt) Frm Node El (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: 13 0.0 0.0 5.9 15.50 150 1.1 11 9.6 19.9 11.0 9 YO.750 R: 1.0 1.00 O.0 10 9.6 18.7 11.0 0.874 16.50 0.070 1.1 Pipe: 14 0.0 0.0 5.9 49.67 150 4.3 7 9.6 24.2 11.0 10 YO.750 3T: 9.0 12.00 O.0 11 9.6 19.9 11.0 0.874 3R: 3.0 61.67 0.070 4.3 Pipe: 15 4.90 20.0 Disch 10.7 0.50 150 0.5 9 9.6 17.2 0.0 YO.750 T: 3.0 3.00 0.2 S1 9.1 16.7 20.0 0.874 3.50 0.209 0.7 Pipe: 16 0.0 0.0 0.0 1.75 150 0.2 S2 9.1 18.9 0.0 YO.750 E: 7.0 10.00 -0.2 10 9.6 18.7 0.0 0.874 T: 3.0 11.75 0.000 O.0 Pipe: 17 0.0 0.0 0.0 1.83 150 0.2 S3 9.1 20.1 0.0 YO.750 E: 7.0 10.00 -0.2 11 9.6 19.9 0.0 0.874 T: 3.0 11.83 0.000 O.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 .(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 0.183 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet - are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 2..00 '3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C F45Ell Ell Tee BfyVly GatVly ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 6.00 PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E- T B G C R Z F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 1.00 7.00 5.00 1.00 1.00 1.00 1.00 10.00 { THORPE DESIGN, INC. 410 BEATRICE COURT SUITE A BRENTWOOD;CA 94513 HYDRAULIC CALCULATIONS FOR NEW RESIDNECE 115 STANDISH LANE GRIDLEY, CA - DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: APR 21, 2016 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER HEAD: 20 GPM SPRINKLER SPACING: 20' X 20' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 -SPRINKLERS- MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2" K -FACTOR: 4.9K TEMP. RATING: 160 DEG. STATIC: 40 RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL -WATER FLOW - -DEMAND- SPRINKLER REQUIRED PRESSURE: 34.5 SPRINKLER REQUIRED FLOW: 20.0 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 25.0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27111593 ) HRS SYSTEMS, INC. ff BUTTE COUNTY JUN 2 3 2016 DEVELOFMENT SERVICES NXIMi WATER SUPPLY ANALYSIS Static: 40.00_psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.58 psi @ 25.0 gpm 2 Required pressure 34.55 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve 1 — - — — 2 — — 20 . 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) � d o� CO H C'7 y .. H H X r " M N N 0 H rn H rn i N U1 au ro H �z �x un t-4 M H zK d U] H �A C/] M �xz r x � K z 0 c� r H n N M z K � r ri K H U� � H C'7 V1 n r n / H cn I X X xt-0. w (nLQ 0 co ro N 100 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 ( p s i ) 10.0 B NXIMi WATER SUPPLY ANALYSIS Static: 40.00_psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.58 psi @ 25.0 gpm 2 Required pressure 34.55 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve 1 — - — — 2 — — 20 . 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) � d o� CO H C'7 y .. H H X r " M N N 0 H rn H rn i N U1 au ro H �z �x un t-4 M H zK d U] H �A C/] M �xz r x � K z 0 c� r H n N M z K � r ri K H U� � H C'7 V1 n r n / H cn I X X xt-0. w (nLQ 0 co ro N 100 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: 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) SOURCE 40.0 39.0 40.0 39.6 25.0 34.5 Required pressure is 5.0 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) 1 -1.5 - - - - 35.7 - - - 2 -1.5 - - - - 35.5 - - - 3 -1.5 - - - - 33.8 - - - 4 1.5 HOSE STREAM 32.2 5.0 5 3.5 - - - - 31.1 - - - F1 5.0 - - - - 30.3 - - - F2 5.0 - - - - 27.3 - - - 6 6.5 - - - - 26.4 - - - 7 9.6 - - - - 24.2 - - - 8 9.6 - - - - 20.6 - - - 9 9.6 - - - - 17.2 - - - 10 9.6 - - - - 18.7 - - - 11 9.6 - - - - 19.9 - - - S1 9.1 K= 4.90 16.7 20.0 S2 9.1 - - - - 18.9 - - - S3 9.1 - - - - 20.1 - - - SOURCE 2.5 SOURCE 34.5 25.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 • DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add Fl F1 To Vel 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 Source 0.0 4.5 2EGCR 5.00 130 1.1 SOURCE 2.5 34.5 25.0 2 L1.500 15.35 1.7 1 -1.5 35.7 25.0 1.505 20.35 0.029 0.6 Pipe: 2 0.0 0.0 4.5 3.00 130 0.2 1 -1.5 35.7 25.0 3 L1.500 E: 3.1 3.07 0.0 2 -1.5 35.5 25.0 1.505 6.07 0.029 0.2 Pipe: 3 0.0 0.0 4.0 80.00 150 1.7 2 -1.5 35.5 25.0 4 P1.500 2F: 4.0 20.00 0.0 3 -1.5 33.8 25.0 1.590 4E:16.0 100.00 0.017 1.7 Pipe: 4 H.S. 5.0 Disch 4.5 3.00 130 1.5 3 -1.5 33.8 20.0 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 32.2 25.0 1.505 G: 2.3 8.37 0.029 0.2 Pipe: 5 0.0 0.0 3.6 E: 3.1 3.00 130 1.1 4 1.5 32.2 20.0 F1 L1.500 T: 6.1 11.51 -0.9 5 3.5 31.1 20.0 1.505 R: 2.3 14.51 0.019 0.3 Pipe: 6 0.0 0.0 6.7 1.50 150 0.8 5 3.5 31.1 20.0 F2 Y1.000 C: 1.0 1.00 -0.6 F1 5.0 30.3 20.0 1.101 2.50 0.068 0.2 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 30.3 20.0 6 3.0 psi, 20.0 gpm F2 5.0 27.3 20.0 Pipe: 8 0.0 0.0 6.7 1.50 150 0.9 F2 5.0 27.3 20.0 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 26.4 20.0 1.101 3.50 0.068 0.2 Pipe: 9 0.0 11.0 11 6.7 5.08 150 2.2 6 6.5 26.4 9.0 8 Y1.000 E: 7.0 8.00 -1.3 7 9.6 24.2 20.0 1.101 R: 1.0 13.08 0.068 0.9 Pipe: 10 0.0 0.0 4.8 59.92 150 3.6 7 9.6 24.2 9.0 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 20.6 9.0 0.874 3R: 3.0 74.92 0.047 3.6 Pipe: 11 0.0 0.0 4.8 50.25 150 3.4 8 9.6 20.6 9.0 Y0.750 2E:14.0 22.00 0.0 9 9.6 17.2 9.0 0.874 8R: 8.0 72.25 0.047 3.4 Pipe: 12 0.0 0.0 5.9 14.17 150 1.5 10 9.6 18.7 11.0 Y0.750 E: 7.0 8.00 0.0 9 9.6 17.2 11.0 0.874 R: 1.0 22.17 0.070 1.5 (5) Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add Fl F1 To Vel 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: 13 0.0 0.0 5.9 15.50 150 1.1 11 9.6 19.9 11.0 9 Y0.750 R: 1.0 1.00 0.0 10 9.6 18.7 11.0 0.874 16.50 0.070 1.1 Pipe: 14 0.0 0.0 5.9 49.67 150 4.3 7 9.6 24.2 11.0 10 Y0.750 3T: 9.0 12.00 0.0 11 9.6 19.9 11.0 0.874 3R: 3.0 61.67 0.070 4.3 Pipe: 15 4.90 20.0 Disch 10.7 0.50 150 0.5 9 9.6 17.2 0.0 Y0.750 T: 3.0 3.00 0.2 S1 9.1 16.7 20.0 0.874 3.50 0.209 0.7 Pipe: 16 0.0 0.0 0.0 1.75 150 0.2 S2 9.1 18.9 0.0 Y0.750 E: 7.0 10.00, -0.2 10 9.6 18.7 0.0 0.874 T: 3.0 11.75 0.000 0.0 Pipe: 17 0.0 0.0 0.0 1.83 150 0.2 S3 9.1 20.1 0.0 Y0.750 E: 7.0 10.00 -0.2 11 9.6 19.9 0.0 0.874 T: 3.0 11.83 0.000 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.183 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R F45E11 Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 1 2.00 4.00 8.00 2.00 3.00 , 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C F45Ell Ell Tee BfyVly GatVly ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 6.00 PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R Z F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 1.00- 7.00 5.00 1.00 1.00 1.00 1.00 10.00 r THORPE DESIGN, INC. C`, 410 BEATRICE COURT SUITE A BRENTWOOD,CA 94513 HYDRAULIC CALCULATIONS FOR NEW RESIDNECE 115 STANDISH LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: APR 21, 2016 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER HEAD: 20 GPM SPRINKLER SPACING: 20' X 20' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 ° SPRINKLERS - MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596)- SIZE: 1/2" K -FACTOR: 4.9K TEMP. RATING: 160 DEG. STATIC: 40 RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL -WATER FLOW - -DEMAND- SPRINKLER REQUIRED PRESSURE: 34.5 SPRINKLER REQUIRED FLOW: 20.0 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 25.0 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27111593 ) HRS SYSTEMS, INC. Btrm COUNTY JUN 2 3 2016 DEVELOPMENT SERVICES 60.0 0.0 -14.7 ztx C-1 0 0 > W H WATER .SUPPLY ANALYSIS 3 Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm y A LEGEND 1 Available pressure 39.58 psi @ 25.0 qpm 2 Required pressure 34.55 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve 1 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) N in co ro H �z �x cn r r� H zK 0 cn H H to t� x� r x � K z o ca r �7 H H n tq C7 K � r M1 K H W ;U H LTJ (n r 0 (n i x x x ro • a U) LQ 0 cD ro N 100 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 p s i 10.0 B 0.0 -14.7 ztx C-1 0 0 > W H WATER .SUPPLY ANALYSIS 3 Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm y A LEGEND 1 Available pressure 39.58 psi @ 25.0 qpm 2 Required pressure 34.55 psi @ 25.0 gpm A. Source Supply Curve B. System Demand Curve 1 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) N in co ro H �z �x cn r r� H zK 0 cn H H to t� x� r x � K z o ca r �7 H H n tq C7 K � r M1 K H W ;U H LTJ (n r 0 (n i x x x ro • a U) LQ 0 cD ro N 100 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA WATER SUPPLY DATA GPM SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 40.0 39.0 40.0 39.6 25.0 34.5 Required pressure is 5.0 psi (13%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 25.0 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.5 - - - - 35.7 - - - 2 -1.5 - - - - 35.5, - - - 3 -1.5 - - - - 33.8 - - - 4 1.5 HOSE STREAM 32.2 5.0 5 3.5 - - - - 31.1 - - - Fl 5.0 - - - - 30.3 - - - F2- 5.0 - - - - 27.3 - - - 6 6.5 - - - - 26.4 - - - 7 9.6 - - - - 24.2 - - - 8 9.6 - - - - 20.6 - - - 9 9.6 - - - - 17.2 - - - 10 9.6 - - - - 18.7 - - - 11 9.6 - - - - 19.9 - - - S1 9.1 K= 4.90 16.7 20.0 S2 9.1 - - - - 18.9 - - - S3 9.1 - - - - 20.1 - - - SOURCE 2.5 SOURCE 34.5 25.0 NOTES 0 I, SPRINKLER.SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add Fl Fl To Vel 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 Source 0.0 4.5 2EGCR 5.00 130 1.1 SOURCE 2.5 34.5 25.0 2 L1.500 15.35 1.7 1 -1.5 35.7 25.0 1.505 20.35 0.029 0.6 Pipe: 2 0.0 0.0 4.5 3.00 130 0.2 1 -1.5 35.7 25.0 3 L1.500 E: 3.1 3.07 0.0 2 -1.5 35.5 25.0 1.505 6.07 0.029 0.2 Pipe: 3 0.0 0.0 4.0 80.00 150 1.7 2 -1.5 35.5 25.0 4 P1.500 2F: 4.0 20.00 0.0 3 -1.5 33.8 25.0 1.590 4E:16.0 100.00 0.017 1.7 Pipe: 4 H.S. 5.0 Disch 4.5 3.00 130 1.5 3 -1.5 33.8 20.0 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 32.2 25.0 1.505 G: 2.3 8.37 0.029 0.2 Pipe: 5 0.0 0.0 3.6 E: 3.1 3.00 130 1.1 4 1:5 32.2 20.0 F1 L1.500 T: 6.1 11.51 -0.9 5 3.5 31.1 20.0 1.505 R: 2.3 14.51 0.019 0.3 Pipe: 6 0.0 0.0 6.7 1.50 150 0.8 5 3.5 31.1 20.0 F2 Y1.000 C: 1.0 1.00 -0.6 F1 5.0 30.3 20.0 1.101 2.50 0.068 0.2 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 30.3 20.0 6 3.0 psi, 20.0 gpm F2 5.0 27.3 20.0 Pipe: 8 0.0 0.0 6.7 1.50 150 0.9 F2 5.0 27.3 20.0 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 26.4 20.0 1.101 1 3.50 0.068 0.2 Pipe: 9 0.0 11.0 11 6.7 5.08 150 2.2 6 6.5 26.4 9.0 8 Y1.000 E: 7.0 8.00 -1.3 7 9.6 24.2 20.0 1.101 R: 1.0 13.08 0.068 0.9 Pipe: 10 0.0 0.0 4.8 59.92 150 3.6 7- 9.6 24.2 9.0 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 20.6 9.0 0.874 3R: 3.0 74.92 0.047 3.6 Pipe: 11 0.0 0.0 4.8 50.25 150 3.4 8 9.6 20.6 9.0 Y0.750 2E:14:0 22.00 0.0 9 9.6 17.2 9.0 0.874 8R: 8.0 72.25 0.047 3.4 Pipe: 12 0.0 0.0 5.9 14.17 150 1.5 10 9.6 18.7 11.0 Y0.750 E: 7.0 8.00 0.0 9 9.6 17.2 11.0 0.874 R: 1.0 22.17 0.070 1.5 (5) Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP N E SPRINKLER.SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add Fl F1 To Vel 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: 13 0.0 0.0 5.9 15.50 150 1.1 11 9.6 19.9 11.0 9 Y0.750 R: 1.0 1.00 0.0 10 9.6 18.7 11.0 0.874 16.50 0.070 1.1 Pipe: 14 0.0 0.0 5:9 49.67 150 4.3 7 9.6 24.2 11.0 10 Y0.750 3T: 9.0 12.00 0.0 11 9.6 19.9 11.0 0.874 3R: 3.0 61.67 0.070 4.3 Pipe: 15 4.90 20.0 Disch 10.7 0.50 150 0.5 9 9.6 17.2 0.0 Y0.750 T: 3.0 3.00 0.2 Sl 9.1 16.7 20.0 0.874 3.50 0.209 0.7 Pipe: 16 0.0 0.0 0.0 1.75 150 0.2 S2 9.1 18.9 0.0 Y0.750 E: 7.0 10.00 -0.2 10 9.6 18.7 0.0 0.874 T: 3.0 11.75 0.000 0.0 Pipe: 17 0.0 0.0 '0.0 1.83 150 0.2 S3 9.1 20.1 0.0 Y0.750 E: 7.0 10.00 -0.2 11 9.6 19.9 0.0 0.874 T: 3.0 11.83 0.000 0.0 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.1.83 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 10.7 ft/sec at pipe 15. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.52 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R F45E11 Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 2.00 3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C F45E11 Ell Tee BfyVly GatViv ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 -6.00 PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R Z F45E11' Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 1.00 7.00 5.00 1.00 1.00 1.00 1.00 10.00 THORPE DESIGN, INC. 410 BEATRICE COURT SUITE A BRENTWOOD,CA 94513 HYDRAULIC CALCULATIONS FOR NEW RESIDNECE 115 STANDISH LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: APR 21, 2016 -DESIGN DATA- , , OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER HEAD: 13 GPM SPRINKLER SPACING: 16' X 16' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 -SPRINKLERS- MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2" K -FACTOR: 4.9K TEMP. RATING: 160 DEG. STATIC: 40 RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL -WATER"FLOW- -DEMAND SPRINKLER REQUIRED PRESSURE: 29.8 SPRINKLER REQUIRED FLOW: 26.1 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 31.1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27111593 ) HRS SYSTEMS, INC. 19 VI�l!✓G BUTTE COUNTY t .JUN 2 3 2016 DEVELOPMENT SERVICES .� 9 -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure 29.83 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 1 - — — — — — — — — — — — — — — — — — — — — — 20 20 30 40 50 60 .70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) � o 0� bd H Cal H •• H H r � rTJ N N 0 rn W / rn i N (/] co ro kD �0 H H z Hx Cn r t� Cn x H Cn zK d to H H to M •t , x � r x � K z d raj � G) r ;U H H n d � �z K r n] K H Cn �0 H LTJ Cn n r Cn / u, X X X ro a Cn1.Q 0 m N 100 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 p s i 10.0 B 9 -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure 29.83 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 1 - — — — — — — — — — — — — — — — — — — — — — 20 20 30 40 50 60 .70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) � o 0� bd H Cal H •• H H r � rTJ N N 0 rn W / rn i N (/] co ro kD �0 H H z Hx Cn r t� Cn x H Cn zK d to H H to M •t , x � r x � K z d raj � G) r ;U H H n d � �z K r n] K H Cn �0 H LTJ Cn n r Cn / u, X X X ro a Cn1.Q 0 m N 100 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: 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) SOURCE 40.0 39.0 40.0 39.4 31.1 29.8' Required pressure is 9.5 psi (24%) less than available pressure. 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 NOTES (FT) (PSI) (GPM) 1 -1.5 - - - - 30.7 - - - 2 -1.5 - - - - 30.4 - - - 3 -1.5 - - - - 27.8 - - - 4 1.5 HOSE STREAM 26.2 5.0 5 3.5 - - - - 24.8 - - - F1 5.0 - - - - 23.9 - - - F2 5.0 - - - - 20.9 - - - 6 6.5 - - - - 19.9 - - - 7 9.6 - - - - 17.1 - - - 8 9.6 - - - - 13.0. - - - 9 9.6 - - - - 9.1 - - - 10 9.6 - - - - 7.9 - - - 11 9.6 - - - - 8.1 - - - S1 9.1 - - - - 9.3 - - - S2 9.1 K= 4.90 7.0 13.0 S3 9.1 K= 4.90 7.1 13.1 SOURCE 2.5 SOURCE 29.8 31.1 a SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add F1 F1 To Vel 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 Source 0.0 5.6 2EGCR 5.00 130 0.8 SOURCE 2.5 29.8 31.1 2 L1.500 15.35 1.7 1 -1.5 30.7 31.1 1.505 20.35 0.044 0.9 Pipe: 2 0.0 0.0 5.6 3.00 130 0.3 1 -1.5 30.7 31.1 3 L1.500 E: 3.1 3.07 0.0 2 -1.5 30.4 31.1 1.505 6.07 0.044 0.3 Pipe: 3 0.0 0.0 5.0 80.00 150 2.6 2 -1.5 30.4 31.1 4 P1.500 2F: 4.0 20.00 0.0 3 -1.5 27.8 31.1 1.590 4E:16.0 100.00 0.026 2.6 Pipe: 4 H.S. 5.0 Disch 5.6 3.00 130 1.7 3 -1.5 27.8 26:1 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 26.2 31.1 1.505 G: 2.3 8.37. 0.044 0.4 Pipe: 5 0.0 0.0 4.7 E: 3.1 3.00 130 1.3 4 1.5 26.2 26.1 F1 L1.500 T: 6.1 11.51 -0.9 5 3.5 24.8 26.1 1.505 R: 2.3 14.51 0.032 0.5 Pipe: 6 0.0 0.0 8.8 1.50 150 0.9 5 3.5 24.8 26.1 F2 Y1.000 C: 1.0 1.00 -0.6 F1 5.0 23.9 26.1 1.101 2.50 0.111 0.3 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 23.9 26.1 6 3.0 psi, 26.1 gpm F2 5.0 20.9 26.1 Pipe: 8 0.0 0.0 8.8 1.50 150 1.0 F2 5.0 20.9 26.1 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 19.9 26.1 1.101 3.50 0.111 0.4 Pipe: 9 0.0 16.5 11 8.8 5.08 150 2.8 6 6.5 19.9 9.6 8 Y1.000 E: 7.0 8.00 -1.3 7 9.6 17.1 26.1 1.101 R: 1.0 13.08 0.111 1.5 Pipe: 10 0.0 0.0 5.1 59.92 150 4.0 7 9.6 17.1 9.6 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 13.0 9.6 0.874 3R: 3.0 74.92 0.054. 4.0 Pipe: 11 0.0 0.0 5.1 50.25 150 3.9 8 9.6 13.0 9.6 10 Y0.750 2E:14.0 22.00 0.0 9 9.6 9.1 9.6 0.874 8R: 8.0 72.25 0.054 3.9 Pipe: 12 0.0 0.0 5.1 14.17 150 1.2 9 9.6 9.1 9.6 Y0.750 E: 7.0 8.00 0.0 10 9.6 7.9 9.6 0.874 R: 1.0 22.17 0.054 1.2 (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add Fl F1 To Vel Fit: L C (Pt) Frm Node El (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: 13 0.0 0.0 1.8 15.50 150 0.1 11 9.6 8.1 3.4 Y0.750 R: 1.0 1.00 0.0 10 9.6 7.9 3.4 0.874 16.50 0.008 0.1 Pipe: 14 0.0 3.4 10 8.8 49.67 150 9.0 7 9.6 17.1 13.1 S3 Y0.750 3T: 9.0 12.00 0.0 11 9.6 8.1 16.5 0.874 3R: 3.0 61.67 0.146, 9.0 Pipe: 15 0.0 0.0 0.0 0.50 150 0.2 S1 9.1 9.3 0.0 Y0.750 T: 3.0 3.00 -0.2, 9 9.6 9.1 0.0 0.874 3.50 0.000 0.0 Pipe: 16 4.90 13.0 Disch 7.0 1.75 150 0.9 10 9.6 7.9 0.0 Y0.750 E: 7.0 10.00 0.2 S2 9.1 7.0 13.0 0.874 T: 3.0 11.75 0.094 1.1 Pipe: 17 4.90 13.1 Disch 7.0 1.83 150 0.9 11 9.6 8.1 0.0 Y0.750 E: 7.0 10.00 0.2 S3 9.1 7.1 13.1 0.874 T: 3.0 11.83 0.096 1.1 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.098 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 2.00 3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B I G C F45E11 Ell Tee BfyVly GatVly ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 6.00 PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R Z F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 1.00 7.00 5.00 1.00 1.00 1.00 1.00 10.00 THORPE DESIGN, INC. Xi 410 BEATRICE COURT. SUITE A BRENTWOOD,CA 94513 HYDRAULIC CALCULATIONS FOR NEW RESIDNECE 115 STANDISH LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: APR 21, 2016 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER HEAD: 13 GPM SPRINKLER SPACING: 16' X 16' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 -SPRINKLERS- MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2" K -FACTOR: 4.9K TEMP. RATING: 160 DEG. -WATER FLOW - STATIC: 40 RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL -DEMAND- SPRINKLER REQUIRED PRESSURE: 29.8 SPRINKLER REQUIRED FLOW: 26.1 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 31.1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27111593 ) HRS SYSTEMS, INC. Eq BUTTE COUNTY '�Uld 2 3 2016 DEVELOPWNT SERVICES 60.0 0.0 r -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure 29.83 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 1_ 2 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test. Results) �-I d O� co H CJ y .. H H X, r � CrJ N N 'o N rn Cn i H rn i N Cn co ra H �z � x Ln r r� H � Cn z K 0 Cn H H Cn LTJ x � r x � K z o G-) r ,C7 H H () r� � z K � r til K H (n 'T1 H LTJ U] r n C Ln X X ro Cnw o m r N 100 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 p S i 10.0 B 0.0 r -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure 29.83 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 1_ 2 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test. Results) �-I d O� co H CJ y .. H H X, r � CrJ N N 'o N rn Cn i H rn i N Cn co ra H �z � x Ln r r� H � Cn z K 0 Cn H H Cn LTJ x � r x � K z o G-) r ,C7 H H () r� � z K � r til K H (n 'T1 H LTJ U] r n C Ln X X ro Cnw o m r N 100 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 C1 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: 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) SOURCE 40.0 39.0 40.0 39.4 31.1 29.8 Required pressure is 9.5 psi (24%) less than available pressure. 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 NOTES (FT) (PSI) (GPM) 1 -1.5 - - - - 30.7 - - - 2 -1.5 - - - - 30.4 - - - 3 -1.5 - - - - 27.8 - - - 4 1.5 HOSE STREAM 26.2 5.0 5 3.5 - - - - 24.8 - - - F1 5.0 - - - - 23.9 - - - F2 5.0 - - - - 20.9 - - - 6 6.5 - - - - 19.9 - - - 7 9.6 - - - - 17.1 - - - 8 9.6 - - - - 13.0 - - - 9 9.6 - - - - 9.1 - - - 10 9.6 - - - - 7.9 - - - 11 9.6 - - - - 8.1 - - - S1 9.1 - - - - 9.3 - - - S2 9.1 K= 4.90 7.0 13.0 S3 9.1 K= 4.90 7.1 13.1 SOURCE 2.5 SOURCE 29.8 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add F1 F1 To Vel 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 Source 0.0 5.6 2EGCR 5.00 130 0.8 SOURCE 2.5 29.8 31.1 2 L1.500 15.35 1.7 1 -1.5 30.7 31.1 1.505 20.35 0.044 0.9 Pipe: 2 0.0 0.0 5.6 3.00 130 0.3 1 1.5 30.7 31.1 3 L1.500 E: 3.1 3.07 0.0 2 -1.5 30.4 31.1 1.505 6.07 0.044 0.3 Pipe: 3 0.0 0.0 5.0 80.00 150 2.6 2 -1.5 30.4 31.1 4 P1:500 2F: 4.0 20.00 0.0 3 -1.5 27.8 31.1 1.590 4E:16.0 100.00 0.026 2.6 Pipe: 4 H.S. 5.0 Disch 5.6 3.00 130 1.7 3 -1.5 27.8 26.1 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 26.2 31.1 1.505 G: 2.3 8.37 0.044 0.4 Pipe: 5 0.0 0.0 4.7 E: 3.1 3.00 130 1.3 4 1.5 26.2 26.1 F1 L1.500 T: 6.1 11.51 -0.9 5 3.5 24.8 26.1 1.505 R: 2.3 14.51 0.032 0.5 Pipe: 6 0.0 0.0 8.8 1.50 150 0.9 5 3.5 24.8 26.1 F2 Y1.000 C: 1.0 1.00 -0.6 F1 5.0 23.9 26.1 1.101 2.50 0.111 0.3 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 23.9 26.1 6 3.0 psi, 26.1 gpm F2 5.0 20.9 26.1 Pipe: -8 0.0 0.0 8.8 1.50 150 1.0 F2 5.0 20.9 26.1 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 19.9 26.1 1.101 3.50 0.111 0.4 Pipe: 9 0.0 16.5 11 8.8 5.08 150 2.8 6 6.5 19.9 9.6 8 Y1.000 E: 7.0 8.00 -1.3 7 9.6 17.1 26.1 1.101 R: 1.0 13.08 0.111 1.5 Pipe: 10 0.0 0.0 5.1 59.92 150 4.0 7 9.6 17.1 9.6 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 13.0 9.6 0.874 3R: 3.0 74.92 0.054 4.0 Pipe: 11 0.0 0.0 5.1 50.25 150 3.9 8 9.6 13.0 9.6 10 Y0.750 2E:14.0 22.00 0.0 9 9.6 9.1 9.6 0.874 8R: 8.0 72.25 0.054 3.9 Pipe: 12 0.0 0.0 5.1 14.17 150 1.2 9 9.6 9.1 9.6 Y0.750 E: 7.0 8.00 0.0 10 9.61 7.9 9.6 0.874 R: 1.0 22.17 0.054 1.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add F1 F1 To Vel Fit: L C Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 13 0.0 0.0 1.8 15.50 150 11 9.6 8.1 3.4 Y0.750 R: 1.0 1.00 10 9.6 7.9 3.4 0.874 16.50 0.008 Pipe: 14 0.0 3.4 10 8.8 49.67 150 7 9.6 17.1 13.1 S3 Y0.750 3T: 9.0 12.00 11 9.6 8.1 16.5 0.874 3R: 3.0 61.67 0.146 Pipe: 15 0.0 0.0 0.0 0.50 150 S1 9.1 9.3 0.0 Y0.750 T: 3.0 3.00 9 9.6 9.1 0.0 0.874 3.50 0.000 Pipe: 16 4.90 13.0 Disch 7.0 1.75, 150 10 9.6 7.9 0.0 Y0.750 E: 7.0 10.00 S2 9.1 7.0 13.0 0.874 T: 3.0 11.75 0.094 Pipe: 17 4.90 13.1 Disch 7.0 1.83 150 11 9.6 8.1 0.0 Y0.750 E: 7.0 10.00 S3 9.1 7.1 13.1 0.874 T: 3.0 11.83 0.096 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.098 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.00 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP (Pt). (Pe) (Pf) 0.1 0.0 0.1 9.0 0.0 9.0 0.2 -0.2 0.0 0.9 0.2 1 .'l 0.9 0.2 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page.6• DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF• JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F. E T B G C R F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 2.00 3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 - Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C F45Ell Ell Tee BfyVly GatVly ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 6.00 PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R Z F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 .1.00 7.00 5.00 1.00 1.00 1.00 1.00 10.00 THORPE DESIGN, INC. 410 BEATRICE COURT SUITE A BRENTWOOD;CA 94513 HYDRAULIC CALCULATIONS FOR NEW RESIDNECE 115 STANDISH LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: APR 21, 2016 -DESIGN DATA- . OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER HEAD: 13 GPM SPRINKLER SPACING: 16' X 16' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 , -SPRINKLERS- MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2"` K -FACTOR: 4.9K TEMP. RATING: 160 DEG. -WATER FLOW - STATIC: 40 RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL -DEMAND- SPRINKLER REQUIRED PRESSURE: 29.8 SPRINKLER REQUIRED FLOW: 26.1 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 31.1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27111593 ) HRS SYSTEMS, INC. 1'Jl�� BUTTE COUNTY JUN 2 3 2016 DEVELOPMENT SERVICES B 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure 29.83 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 1 20 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) o� W H y .. H r � [rJ N .. H N o _ H rn / rn i N U1 c ro H Hz �x 01 r C H z �C d � H H cn M . X X r x zd C c� r H n r� r H U] �7 H LTJ in n r n / H, U1 x X X ru . w CnQ 0 m f N 100' 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 ( P s i ) 10.0 B 0.0 -14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure 29.83 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 1 20 20 30 40 50 60 70 80 90 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) o� W H y .. H r � [rJ N .. H N o _ H rn / rn i N U1 c ro H Hz �x 01 r C H z �C d � H H cn M . X X r x zd C c� r H n r� r H U] �7 H LTJ in n r n / H, U1 x X X ru . w CnQ 0 m f N 100' SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF' JOB TITLE: 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) SOURCE 40.0 39.0 40.0 39.4 31.1 29.8 Required pressure is 9.5 psi (24%) less than available pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 31.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 5.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 26.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 -1.5 - - - - 30.7 - - - 2 -1.5. - - - - 1 30.4 - - - 3 -1.5 - - - - 27.8 - - - 4 1.5 HOSE STREAM 26.2 5.0 5 3.5 - - - - 24.8 - - - F1 .5.0 - - - - 23.9 - - - F2 5.0 - - - - 20.9 - - - 6 6.5 - - - - 19.9 - - - 7 9.6 - - - - 17.1 - - - 8 9.6 - - - - 13.0 - - - 9 9.6 - - - - 9.1 - - - 10 9.6 - - - - 7.9 - - - 11 9.6 - - - - 8.1 - - - S1 9.1 - - - - 9.3 - - - S2 9.1 K= 4.90 7.0 13.0 S3 9.1 K= 4.90 7.1 13.1 SOURCE 2.5 SOURCE 29.8 31.1 NOTES SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add F1 F1 To Vel 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 Source 0.0 5.6 2EGCR 5.00 130 0.8 SOURCE 2.5 29.8 31.1 2 L1.500 15.35 1.7 1 -1.5 30.7 31.1 1.505 20.35 0.044 0.9 Pipe: 2 0.0 0.0 5.6 3.00 130 0.3 1 -1.5 30.7 31.1 3 L1.500 E: 3.1 .3.07 0.0 2 -1.5 30.4 31.1 1.505 6.07 0.044 0.3 Pipe: 3 0.0 0.0 5.0 80.00 150 2.6 2 -1.5 30.4 31.1 4 21.500 2F: 4.0 20.00 0.0 3 -1.5 27.8 31.1 1.590 4E:16.0 100.00 0.026 2.6 Pipe: 4 H.S. 5.0 Disch 5.6 3.00 130 1.7 3 -1.5 27.8 26.1 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 26.2 31.1 1.505 G: 2.3 8.37 0.044 0.4 Pipe: 5 0.0 0.0 4.7 E: 3.1 3.00 130 1.3 4 1.5 26.2 26.1 F1 L1.500 T: 6.1 11.51 -0.9 5 3.5 24.8 26.1 1.505 R: 2.3 14.51 0.032 0.5 Pipe: 6 0.0 0.0 8.8 y 1.50 150 0.9 5 3.5 24.8 26.1 F2 Y1.000 C: 1.0 1.00 -0.'6 F1 5.0 23.9 26.1 1.101 2.50 0.111 0.3 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 23.9 26.1 6 3.0 psi, 26.1 gpm F2 5.0 20.9 26.1 Pipe: 8 0.0 0.0 8.8 1.50 150 1.0 F2 5.0 20.9 26.1 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 19.9 26.1 1.101 3.50 0.111 0.4 Pipe: 9 0.0 16.5 11 8.8 5.08 150 2.8 6 6.5 19.9 9.6 8 Y1.000 E: 7.0 8.00 -1.3 7 9.6 17.1 26.1 1.101 R: 1.0 13.08 0.111 1.5 Pipe: 10 0.0 0.0 5.1 59.92 150 4.0 7 9.6 17.1 9.6 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 13.0 9.6 0.874 3R: 3.0 74.92 0.054 4.0 Pipe: 11 0.0 0.0 5.1 50.25 150 3.9 8 9.6 13.0 9.6 10 Y0.750 2E:14.0 22.00 0.0 9 9.6 9.1 9.6 0.874 8R: 8.0 72.25 0.054 3.9 Pipe: 12 0.0 0.0 5.1 14.17 150 1.2 9 9.6 9.1 9.6 Y0.750 E: 7.0 8.00 0.0 10 9.6 7.9 9.6 0.874 R: 1.0 22.17 0.054 1.2 (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.0'0 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP (Pt) (Pe) (Pf) 0.1 0.0 0.1 9.0 0.0 9.0 0.2 -0.2 0.0 0.9 0.2 1.1 0.9 0.2 1 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add F1 F1 To Vel Fit: L C Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F To Node E1 (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 13 0.0 0.0 1.8 15.50 150 11 9.6 8.1 3.4 Y0.750 R: 1.0 1.00 10 9.6 7.9 3.4 0.874 16.50 0.008 Pipe: 14 0.0 3.4 10 8.8 49.67 150 7 9.6 17.1 13.1 S3 Y0.750 3T: 9.0 12.00 11 9.6 8.'l 16.5 0.874 3R: 3.0 61.67 0.146 Pipe: 15 0.0 0.0 0.0 0.50 150 S1 9.1 9.3 0.0 Y0.750 T: 3.0 3.00 9 9.6 9.1 0.0 0.874 3.50 0.000 Pipe: 16 4.90 13.0 Disch 7.0 1.75 150 10 9.6 7.9 0.0 Y0.750 E: 7.0 10.00 S2 9.1 7.0 13.0 0.874 T: 3.0 11.75 0.094 Pipe: 17 4.90 13.1 Disch 7.0 1.83 150 11 9.6 8.1 0.0 Y0.750 E: 7.0 10.00 S3 9.1 7.1 13.1 0.874 T: 3.0 11.83 0.096 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.098 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet .are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.0'0 psi. (6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP (Pt) (Pe) (Pf) 0.1 0.0 0.1 9.0 0.0 9.0 0.2 -0.2 0.0 0.9 0.2 1.1 0.9 0.2 1 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 2.00 3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T _ B G C F45Ell Ell Tee BfyVly GatVly ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 6.00 PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R Z F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 1.00 7.00 5.00 1.00 1.00 1.00 1.00 10.00 THORPE DESIGN, INC. i 410 BEATRICE COURT SUITE A BRENTWOOD,CA 94513 HYDRAULIC CALCULATIONS FOR NEW RESIDNECE 115 STANDISH LANE GRIDLEY, CA DESIGN/LAYOUT BY: ANDREW FINN FILE NUMBER: 16-289 DATE: APR 21, 2016 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL GPM REQ. PER HEAD: 13 GPM SPRINKLER SPACING: 16' X 16' SQ. FT. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers AUTHORITY HAVING JURISDICTION: BUTTE COUNTY BUILDING DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: 541016 -SPRINKLERS- MANUFACTURER: TYCO MODEL: CONCEALED PENDENT (TY3596) SIZE: 1/2" K -FACTOR: 4.9K TEMP. RATING: 160 DEG. -WATER FLOW - STATIC: 40 RESIDUAL: 39 FLOW: 40 GPM PROVIDED BY: PUMP/WELL -DEMAND- SPRINKLER REQUIRED PRESSURE: 29.8 SPRINKLER REQUIRED FLOW: 26.1 ADDITIONAL FLOWS: 5 GPM TOTAL FLOW: 31.1 CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 27111593 ) HRS SYSTEMS, INC. BUTTE COUNTY JUN 2 3 2016 DEVELOPMENT SERVICES ' —14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure 29.83 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 2 20 30 40 50 60 70 80 90 100 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) 60.0 50.0 G A U A G 40.0 E P R E 30.0 S S U R E 20.0 P s i 10.0 B —14.7 WATER SUPPLY ANALYSIS Static: 40.00 psi Resid: 39.00 psi Flow: 40.0 gpm LEGEND 1 Available pressure 39.37 psi @ 31.1 gpm 2 Required pressure 29.83 psi @ 31.1 gpm A. Source Supply Curve B. System Demand Curve 2 20 30 40 50 60 70 80 90 100 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PST) (GPM) (PSI) SOURCE 40.0 39.0 40.0 39.4 31.1 29.8 Required pressure is 9.5 psi (24%) less than available pressure. 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 NOTES (FT) (PSI) (GPM) 1 -1.5 - - - - 30.7 - - - 2 -1.5 - - - - 30.4 - - - 3 -1.5 - - = - 27.8 - - - 4 1.5 HOSE STREAM 26.2 5.0 5 3.5 - - -. - 24.8 - - - F1 5.0 - - - - 23.9 - - - F2 5.0 - - - - 20.9. - - - 6 6.5 - - - - 19.9 - - - 7 9.6 - - - - 17.1 - - - 8 9.6 - - - - 13.0 - - - 9 9.6 - - - - 9.1 - - - - 10 9.6 - - - - 7.9 - - - 11 9.6 - - - - 8.1 - - - S1 9.1 - - - - 9.3 - - - S2 9.1 K= 4.90 7.0 13.0 53 9.1 K= 4.90 7.1 13.1 SOURCE 2.5 SOURCE 29.8 31.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/21/2016S\16-289 115 STANDISH.LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: NFPA PIPE DATA Pipe Tag K-fac Add Fl F1 To Vel 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 Source 0.0 5.6 2EGCR 5.00 130 0.8 SOURCE 2.5 29.8 31.1 2 L1.500 15.35 1.7 1 -1.5 30.7 31.1 1.505 20.35 0.044 0.9 Pipe: 2 0.0 0.0 5.6 3.00 130 0.3 1 -1.5 30.7 31.1 3 L1.500 E: 3.1 3.07 0.0 2 -1.5 30.4 31.1 1.505 6.07 0.044 0.3 Pipe: 3 0.0 0.0 5.0 80.00 150 2.6 2 -1.5 30.4 31.1 4 21.500 2F: 4.0 20.00 0.0 3 -1.5 27.8 31.1 1.590 4E:16.0 100.00 0.026 2.6 Pipe: 4 H.S. 5.0 Disch 5.6 3.00 130 1.7 3 -1.5 27.8 26.1 5 L1.500 E: 3.1 5.37 -1.3 4 1.5 26.2 31.1 1.505 G: 2.3 8.37 0.044 0.4 Pipe: 5 0.0 0.0 4.7 E: 3.1 3.00 130 1.3 4 1.5 26.2 26.1 F1 L1.500 T: 6.1 11.51 -0.9 5 3.5 24.8 26.1 1.505 R: 2.3 14.51 0.032 0.5 Pipe: 6 0.0 0.0 8.8 1.50 150 0.9 5 3.5 24.8 26.1 F2 Y1.000 C: 1.0 1.00 -0.6 F1 5.0 23.9 26.1 1.101 2.50 0.111 0.3 Pipe: 7 0.0 Fixed Pressure Loss Device F1 5.0 23.9 26.1 6 3.0 psi, 26.1 gpm F2 5.0 20.9 26.1 Pipe: 8 0.0 0.0 8.8 1.50 150 1.0 F2 5.0 20.9 26.1 7 Y1.000 2R: 2.0 2.00 -0.6 6 6.5 19.9 26.1 1.101 3.50 0.111 0.4 Pipe: 9 0.0 16.5 11 8.8 5.08 150 2.8 6 6.5 19.9 9.6 8 Y1.000 E: 7.0 8.00 -1.3 7 9.6 17.1 26.1 1.101 R: 1.0 13.08 0.111 1.5 Pipe: 10 0.0 0.0 5.1 59.92 150 4.0 7 9.6 17.1 9.6 9 Y0.750 4T:12.0 15.00 0.0 8 9.6 13.0 9.6 0.874 3R: 3.0 74.92 0.054 4.0 Pipe: 11 0.0 0.0 5.1 50.25 150 3.9 8 9.6 13.0 9.6 10 Y0.750 2E:14.0 22.00 0.0 9 9.6 9.1 9.6 0.874 8R: 8.0 72.25 0.054 3.9 Pipe: 12 0.0 0.0 5.1 14.17 150 1.2 9 9.6 9.1 9.6 Y0.750 E: 7.0 8.00 0.0 10 9.6 7.9 9.6 0.874 R: 1.0 22.17 0.054 1.2 (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.00 psi. -(6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP (Pt) (Pe) (Pf) 0.1 0.0 0.1 9.0 0.0 9.0 0.2 -0.2 0.0 0.9 0.2 1.1 0.9 0.2 1.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/21/2016S\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: Pipe Tag K-fac Add F1 Fl To Vel Fit: L C Frm Node E1 (ft) PT (q) Node/ Nom ID Eq.Ln. F To Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. Pipe: 13 0.0 0.0 1.8 15.50 150 11 9.6 8.1 3.4 Y0.750 R: 1.0 1.00 10 9.6 7.9 3.4 0.874 16.50 0.008 Pipe: 14 0.0 3.4 10 8.8 49.67 150 7 9.6 17.1 13.1 S3 Y0.750 3T: 9.0 12.00 11 9.6 8.1 16.5 0.874 3R: 3.0 61.67 0.146 Pipe: 15 0.0 0.0 0.0 0.50 150 S1 9.1 9.3 0.0 Y0.750 T: 3.0 3.00 9 9.6 9.1 0.0 0.87A 3.50 0.000 Pipe: 16 4.90 13.0 Disch 7..0 1.75 150 10 9.6 7.9 0.0 Y0.750 E: 7.0 10.00 S2 9.1 7.0 13.0 0.874 T: 3.0 11.75 0.094 Pipe: 17 4.90 13.1 Disch 7.0 1.83 150 11 9.6 8.1 0.0 Y0.750 E: 7.0 10.00 S3 9.1 7.1 13.1 0.874 T: 3.0 .11.83 0.096 NOTES (HASS): (1) Calculations were performed by the HASS 8.5 computer program under license no. 27111593 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 (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 0.098 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.8 ft/sec at pipe 14. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node SOURCE under full flow conditions is 39.17 psi compared to the minimum required pressure of 20.00 psi. -(6) PIPE FITTINGS TABLE Pipe Table Name: SIGMA.PIP (Pt) (Pe) (Pf) 0.1 0.0 0.1 9.0 0.0 9.0 0.2 -0.2 0.0 0.9 0.2 1.1 0.9 0.2 1.1 0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6' DATE: 4/21/20165\16-289 115 STANDISH LANE (GRIDLEY FIRE)\CALCS\15-XXX.SDF JOB TITLE: 1 1 PAGE: L MATERIAL: Copper HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun 1.505 2.00 4.00 8.00 2.00 3.00 6.00 3.00 PAGE: P MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C F45Ell Ell Tee BfyVly GatVly ChkVly 1.590 2.00 4.00 8.00 2.00 3.00 6.00 PAGE: Y MATERIAL: Blazem HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) F E T B G C R, Z F45Ell Ell Tee BfyVly GatVly ChkVly TeeRun Zun 0.874 1.00 7.00 3.00 0.00 1.00 1.00 1.00 10.00 1.101 1.00 7.00 5.00 1.00 1.00 1.00 1.00 10.00 0 a -- ARGCO GUARANTEED CPVC TWO HOLE STRAP • C eu L us , ' File VIXH.EX6587 HEX HEAD SCREWS . rd .I a - r Designed for support or restraint fo piping in either a vertical or horizon- tal position. It can be used on top or bottom of a beam. The edges are flared to provent any damage to the CPVC pipe. It is easily attached c using 2 hex head self -threading screws (supplied) Galvanized steel construction 1. SNAP CPVC PIPE INTO HANGER. 2. MOUNT HANGER TO UNDERSIDE OF " BEAM WITH SCREWS PROVIDED. 3. MAY ALSO BE USED ON TOP SIDE OF BEAM. 114"' part # size 25-30-283 3/4" 25-30-284 1" 25.30-285 1-1/4" ' \ 25-30-286 1-1/2" BUTTE - 25.30-287 2" , _:�:... COUNTY Galvanized steel, supplied with hex 'JUN 22016 slotted screws 3 DEMOPhiBNT SER • � � � -" n VICES The information contained herein is produced in good faith and is believed to be reliable but is for guidance only. ARGCO and its agents cannot assume liability or responsibility for results obtained in the use of its product by persons whose methods are outside or beyond our control. It is the user's responsibility to determine the suitability of any of the products, methods of use, or preparation prior to use, mentioned in our literature. It is the user's responsibility to observe and adapt such precautions as may be advisable for the protection of personnel and property in the handling and use of any of our products. FOR MORE INFORMATION CALL ARGCO AT 1-800-854-1015 OR LOG ONTO WWW.ARGCO.COM ' FlameGuard@ CPVC Fire Sprinkler Products CPVC Riser Drain Valves For NFPA 13D Installations Only FlameGuard® CPVC Drain & Check Valves For NFPA 13D Applications Only Specifications True Union Industrial Drain Valve: Nominal Size Range 3/4', 1', 1.114', 1-112', 2', Type 1/4 -Tum Ball Valve, True Union Style with Locking Handle Material CPVC Gray w/CPVC Orange End Connector Seats PTFE Seals EPDM Handle Polypropylene, Red End Connections Socket Socket r Socket x Socket Part Number Nominal Size A Dimension Reference anches, t 1/18 B I c D E 1822-007CFG 314 2.1/4 2-314 1 4-314 2-7/8 3-3/8 1822-OIOCFG 1 2.112 2-7/8 5-118 3.1/8 3.7116 1822-012CFG 1-114 3-1116 3-1/4 5.314 3 -SIB 3.718 1822-015CFG 1-112 3-112 3-112 6.114 4 4-3/16 1822-020CFG 2 4-114 4.314 7-314 4-112 5.1/8 True Union Standard Drain Valve: Nominal Size Range Type Material Seats Seals Handle End Connections 314',1' 114 -Tum Ball Valve, True Union Style PVC w/CPVC Orange End Connector PTFE/HDPE EPDM Polypropylene, Red Socket x Socket Socket x Socket Dimension Reference nches t 1/18 Peri Number Nominal Sire A B C D ��3 3622-007FG 314 2.114 2-314 4-314 2 3622-OIOFG 1 2-1/2 2.718 5.1/8 2-5/16 Check Valve: Nominal Size Range 1', 1-114', 1-112' Type Swing Check, Maintenance -free Sealed Unit Material CPVC, Orange Seat EPDM End Connections Socket x Socket Special Reinforced (SR) Female Plastic Thread Inlet x Socket S ® . BUTTE COUNTY ',UN 2 3 2016 DEVELOPMENT SERVICES AA ffjj Socket x Socket SR Thread x Socket Dimension Reference Pitches, t 1/18 Part Number Pert Number Nominal Size A B C D (GPM)Socket SR Thread S1520-1000 5152010FSRSC0 1 1-11116 2.5/16 2-15116 4-9116 2-5/8 33 51520-12C0 51520-12FSRSCO 1-114 2-1/16 2.15/16 3-5/8 5.112 3.318 42 51520-1500 51520-15FSRSCO 1-112 2-7/16 3 3.11/16 5-518 3.318 89 Made in the U.S.A. Suitable for low pressure air handling 5 psi, not for distribution of compressed air or gas Page 592 Due to Material Cost Variations, Prices Subject to Change. Check On-line Catalog @ www.spearsmfg.com q ,PO , ;i ERF The Symbol of Protection' ".............. ........ . . . . . . . ' ' 7, 1. Memorandum • The May 2002 edition of NFPA 13, 14.4.4.5 (1) requires that the friction loss across vane type` . •waterflow switches 2 inches and smaller be included in the fire sprinkler hydraulic calculations.As t each community, County, State or local AHJ adopts•this standard we can expect to receive telephone calls related -to this.topic.Our products.are manufactured and tested to UL Standard,346. UL 346 y 33. Hydraulic Friction Loss Test "33.1 The head loss due to hydraulic friction in a waterflow indicator of a pipe size of 4 inches or less shall not exceed 3 psig20:7 kPa at a low rate that will result in a •veloci o 15 feet per second 4.6m/s in the ( ) f � f f p ( ) _ full-size pipe connection to a valve. Fora size exceeding .4. inches, the head loss shall not exceed I psig (6.9 y .kPa) at the•given flow rate."' { w° In summary, when Potter is asked about friction loss.across a vane type waterflow switch our ., • : ` answer is 3 prig for waterflow switches 4" through- I "`and I psig for waterflow'switches 5" through, q• I0".This response is consistent with the requirements of NFPA 13, 14.4.3.1.1 'Table 14.4.3.1.1, shall:" 'be used to determine the equivalent length of pipe for fittings and devices unless, manufacturers, test �. _ data indicate that other factors are appropriate:' R , ' This memorandum is not confidential and may be distributed as needed. _ •.- •• tip' . _ .. . t .' 'Regards," o� R r s JUN 2 3 2016 Mike Henke CET DEVELOPMENT Product Manager SERVICES'_ 1 Sprinkler Products Division f Brass Ball Valves _ = Two -Piece Body • Full Port • Blowout -Proof Stem • TFE Seats 1/4"-2" 600 PSI/41.4 Bar Non -Shock Cold Working Pressure 21/2'-4" 400 PSI/27.6 Bar Non -Shock Cold Working Pressure CONFORMS TO MSS SP -110 AGA 3-88 • CGA • CR 91-002 • UL SUBJECT 258 * FM APPROVED MATERIAL LIST PART SPECIFICATION 1. Handle Steel, Plated 2. Nut, Handle Steel, Plated 3. Pack Gland Brass ASTM B 16 Alloy C36000 4. Packing, Stem Virgin PTFE 5. Washer, Flat 430 Stainless 6. 0 -Ring (Stem Seal) Fluorocarbon (FKM) 7. Washer, Thrust Reinforced PTFE 8. Stem 1/4•- & 21/2'- 4 Brass ASTM B 16 Alloy C36000 ll/,' -2- Silicone Bronze ASTM B 371 Alloy 69400 or 69430 9. Body Forged Brass ASTM B 283 Alloy C37700 10. Seat Ring Virgin PTFE 11. Ball 1/4• -3/4' a 21/,' - 4 Chrome Plated Brass ASTM B 16 Alloy 036000 V-2' Chrome Plated Forged Brass ASTM 283 Alloy C37700 12. End Piece Forged Brass ASTM B 283 Alloy C37700 Note: AGA, CGA, FM and UL approvals for T -FP -6001/2"-2" only. CSA is now the approving agency for AGA and CGA standards Meets Dimensional Requirements of MSS SP110 T FP -600 Threaded DIMENSIONS -WEIGHTS -QUANTITIES Dimensions S -FP -600 Solder BUTTE COUNTY . 'JUN 2 3 2016 DEVELOPMENT SE �R �)VICES 04 - ) 3149- T -FP -600 S -FP -600 T -FP -600 OHIO T -FP -600 S -FP -600 0 1 ora Size A A B T FP -600 Threaded DIMENSIONS -WEIGHTS -QUANTITIES Dimensions S -FP -600 Solder BUTTE COUNTY . 'JUN 2 3 2016 DEVELOPMENT SE �R �)VICES 04 - ) 3149- ® NIBCO INC. WORLD HEADOUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com T -FP -600 S -FP -600 T -FP -600 S -FP -600 T -FP -600 S -FP -600 Pon Size A A B B C C D T -FP -600 S -FP -600 T -FP -600 S -FP -600 In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. In. mm. Lbs. Kq. Lbs. Kq. Ctn. Qty, Ctn. Qty. 1/4 8 1.98 50 - - 3.90 99 - - 1.95 49 .31 8 .52 .24 24 3/a 10 1.98 50 2.02 51 3.90 99 3.90 99 1.95 49 1.95 49 .38 10 49 22 46 21 24 14 1/2 15 2.22 56 2.15 55 3.34 85 3.90 99 1.95 49 1.95 49 50 13 53 24 48 22 18 18 3/4 20 2.66 67 2.94 75 3.34 85 4.66 118 2.30 58 2.30 58 .75 19 96 44 90 41 12 12 1 25 3.27 83 3.62 92 4.13 105 4.66118 2.50 64 2.50 64 1.00 25 132 60 125 57 6 6 1 1/4 32 3.66 93 4.08 104 4.13 105 6.69 170 3.07 78 3.05 77 1.25 32 2.27 1.03 214 97 4 4 1 1/2 40 3.96 100 4.63 118 5.13 130 6.69 170 3.25 83 3.23 82 1.50 38 312 1.42 2.94 1.33 2 2 2 50 4.66 118 5.78 147 5.13 130 6.69 170 3.55 90 3.55 90 2.00 51 4.52 2.05 4.46 2.02 2 2 F� 21/2 65 5.56 141 6.38 162 9.44 240 9.90 252 4.25 108 4.25 108 2.50 64 7.00 318 7.30 3.32 5 1 APPROVED 3 4 75 100 6.38 7.75 162 197 7.36 - 187 - 9.44 9.44 240 240 9.90 - 252 - 5.00 5.25 127 140 4.65 - 118 - 3.00 4.00 76 102 9.40 16.50 4.27 7.49 10.40 - 7.73 - 4 4 1 - @Pi @ C -- us ® NIBCO INC. WORLD HEADOUARTERS • 1516 MIDDLEBURY ST. • ELKHART, IN 46516-4740 • USA • PH: 1.800.234.0227 TECH SERVICES PH: 1.888.446.4226 • FAX: 1.888.336.4226 • INTERNATIONAL OFFICE PH: +1.574.295.3221 • FAX: +1.574.295.3455 www.nibco.com tqC17 Fire & Bui/ding► Products rapid rresponse HOME FIRE SPRINKLER SYSTEM' Technical Services: Tel: (800) 38.1-9312 / Fax: (800) 791-5500 BlazeMaster . CPVC Fire Sprinkler Pipe & Fittings Submittal Sheet General Description Technical` Tyco@ CPVC Pipe and Fittings pro- Data duced by Tyco Fire & Building Prod- ucts (TFBP) are designed exclusively Sizes for use in wet pipe automatic fire sprin- 3/4" to 3" kler systems. The Tyco CPVC Pipe Maximum Working Pressure a and Fittings are produced from Blaze- 175 psi Master® CPVC compound that is a - specially developed thermoplastic Approvalsu� e compound composed of post chlorin- UL, FM, C -UL, NSF, LPCB, MEA, and ated polyvinyl chloride (CPVC) resin the City of Los Angeles. (Refer to In - and state of the art additives. Tyco stallation Handbook IH -1900 dateda CPVC Pipe,and Fittings are easier to June 2008 for exact listing/approval k" ' install than traditional steel pipe sys- information.) • • ' tems, and at the same time, provide Manufacture Source F r superior heat resistance and strength U.S.A. ' as compared.to traditional CPVC and PVC piping materials used in the' Material plumbing trade. Various adapters are available to connect CPVC pipe to me- , .Pipe: ASTM F442, SDR 13.5 ` tallic piping. All female pipe thread • Fittings: ASTM F438 (Sch. 40) and adapters have brass inserts for dura- ASTM F439 (Sch. 80), ASTM F1970 ° - - bility. Grooved adapters connect di- - " Color rectly to grooved end valves and me- ange tallic pipe, with flexible grooved end couplings. Tyco® CPVC Pipe and Fittings pro- duced with BlazeMasterO CPVC com- BUTTE pound described herein must be in- . stalled and maintained in compliance COUNTY ' with this document'and with the appli- cable standards of the National Fire - JUN 2 3 2016 Protection Association, in addition to the standards of any authorities having -jurisdiction. Failure to do so may im- - DEVELOPMENT ` pair the performance of these devices. r SERVICES The owner is responsible for maintain- MAW � ing their fire protection system and de- ; ` vices in proper operating condition. - The installing contractor or sprinkler manufacturer should be contacted - with any questions. BlazeMasterO is a registered trademark of The Lubrizol Corporation Page 1 of,2 JUNE, 2008 TFP1915' Page 2 of 2 Installation Tyco® CPVC Pipe and Fittings pro- duced by Tyco Fire & Building Prod- ucts (TFBP) are to be installed in accordance with Installation Hand- book IH -1900 dated June 2008. Care and Maintenance The owner is responsible for the in- spection, testing, and maintenance of their fire protection system and de- vices in compliance with this docu- ment, as well as with the applicable standards of the National Fire Protec- tion Association (e.g., NFPA 25), in addition to the standards of any authority having jurisdiction. The in- stalling contractor or product manufac- turer should be contacted relative to any questions. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accord- ance with local requirements and/or national codes. NOTICE Before closing a fire protection system control valve for inspection or mainte- nance work on the fire protection sys- tem that it controls, permission to shut down the affected fire protection sys- tem must first be obtained from the proper authorities and all personnel who may be affected by this action must be notified. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central sta- tion alarms. Limited Warranty Products manufactured by Tyco Fire & Building Products (TFBP) are war- ranted solely to the original Buyer for ten (10) years against defects in mate- rial and workmanship when paid for and properly installed and maintained under normal use and service. This warranty will expire ten (10) years from date of shipment by TFBP. No warranty is given for products or com- ponents manufactured by companies not affiliated by ownership with TFBP or for products and components which have been subject to misuse, improper installation, corrosion, or which have not been installed, maintained, modi- fied or repaired in accordance with ap- plicable Standards of the National Fire Protection Association, and/or the standards of any other Authorities Having Jurisdiction. Materials found by TFBP to be defective shall be either repaired or replaced, at TFBP's sole option. TFBP neither assumes, nor authorizes any person to assume for it, any other obligation in connection with the sale of products or parts of prod- ucts. TFBP shall not be responsible for sprinkler system design errors or inac- curate or incomplete information sup- plied by Buyer or Buyer's repre- sentatives. In no event shall TFBP be liable, in contract, tort, strict liability or under any other legal theory, for incidental, indirect, special or consequential dam- ages, including but not limited to labor charges, regardless of whether TFBP was informed about the possibility of such damages, and in no event shall TFBP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties, ex- press or implied, including warranties of merchantability and fitness fora par- ticular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products, materi- als or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. © 2008 TYCO FIRE & BUILDING PRODUCTS, 451 North Cannon Avenue, Lansdale, Pennsylvania 19446 TFP1915 Fig. 29 - Double Offset Hanger & Restrainer for CPVC Plastic Pipe Size Range — Available in 3/4" and 1 " pipe sizes Material — Pre -Galvanized Steel Function — Intended to perform as a hanger and restrainer for CPVC, plastic fire sprinkler pipe. Provides double offset 1 1/2" x 1 1/2" from mounting surface. This design will ease installation by eliminating the need for wood block extension and allow retro -fit attachment of hanger to sprinkler pipe. Features — • Thumb tab provides protection to restrain pipe in rough job site conditions. Tab is not required to be bent for listed installation. • Offset edge eliminates abrasion. • Attaches easily to wood structure with two special #10 x 1 hex head self -threading screws furnished with product. • Can be used as a single offset hanger by aligning "dimples" with top of mounting surface and utilizing two fasteners in two of the three holes provided. Approvals — Underwriters' Laboratories Listed in the USA (UL) and Canada (cUL) as a hanger and restrainer to support fire sprinkler systems. Meets and exceeds requirements of NFPA 13, . 13R and 13D. Finish — Pre -Galvanized Order By — Figure number and pipe size. PATENT PENDING Fm COUNTY JUN 2 3 2016 DEVELOPMENT SERVICES 0(,P -1 j Neg_ Install using a rechargeable electric drill fitted with a 5/16" socket attachment with the special hex head self -tapping screws provided. Install screws until they bottom out. Pipe can be "snapped" into hanger before or after installation of the screws to the mounting surface. "Thumb tab" may be bent up to provide additional protection to the pipe, but is not required for performance of the hanger / restrainer function. OFFICE/MANUFACTURING FACILITY • 1375 SAMPSON AVE. • CORONA. CA 92879 • PH: 951.737.5599 • FAX: 951.737.0330 CUSTOMER SERVICE • 800.786.5266 www.tolco.com 4� US LIST.Eo D0 L ----------J Single Offset 43 j P POPff ER FOR CPVC PIPE ® The Symbol of Protection VSR-SG ; VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION _ UL, CUL and CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) = UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC '�' • ., 2.OAmps at 30VDC Resistive l O mAmps min. at 24VDC ' Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages_. ` Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or , outdoor use with factory installed gasket and die-cast housing ' when used with appropriate conduit fitting. - Temperature Range: 40°F - 120°F, (4.5°C - 49°C) - UL Y.� Service Use: Specifications subject to change without notice. Automatic Sprinkler 'NFPA-13 ' One or two family dwelling NFPA-13D ' Residential occupancy up to four stories NFPA-13R _ National Fire Alarm Code NFPA-72 , Stock Number: 1144460 - Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 ' BUTTE F •- COUNTY JUN 2 3 ;CAUTION' 2016 a =< Waterflow switches that are monitoring wet pipe sprinkler systems shall ' - DEVELOPMENT not be used as the sole initiating device to discharge AFFF, deluge, SERVICES or chemical suppression systems. Waterflow switches used for this application may -result in unintended discharges caused by surges, • y�� `� trapped air, or short retard times. ', General Information Enclosure The Model VSR-SG is a vane type waterflow switch for use on wet The VSR-SG switches and retard device are enclosed in a general ., sprinkler systems using CPVC plastic fittings (manufactured by Tyco, purpose, die-cast housing. The cover is held in place with two tamper ' Nibco, Victaulic, Ipex, and Spears Manufacturing Company) that use 1", resistant screws which require a special key for removal. A field 1 '/<", 1 %2", or 2" pipe sizes. It is equipped with a union to accommodate installable cover tamper switch is available as an option which may 7 installation in confined spaces. be used to indicate unauthorized removal of the cover. See bulletin ^ The VSR-SG contains two single pole, doable throw, snap action number 5401103 for installation instructions of this switch. switches and an adjustable, instantly recycling pneumatic retard. The ' switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist fora _ period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Cust Service: 866-572-3005 • Tech Support: 866-956-0988/Canada 888-882-1833 • www.pottersignal.com PRINTED N USA MFG. 115401205 - REV G PAGE I OF 4 9/09 t VSR-SG ; VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD AND GLUE -IN UNION _ UL, CUL and CSFM Listed Service Pressure: Up to 175 PSI (12,07 BAR) Flow Sensitivity Range for Signal: 4-10 GPM (15-38 LPM) = UL Maximum Surge: 18 FPS (5.5 m/s) Contact Ratings: Two sets of SPDT (Form C) 10.0 Amps at 125/250VAC '�' • ., 2.OAmps at 30VDC Resistive l O mAmps min. at 24VDC ' Conduit Entrances: Two openings provided for 1/2" conduit. Individual switch compartments suitable for dissimilar voltages_. ` Environmental Specifications: • NEMA 4/IP54 Rated Enclosure suitable for indoor or , outdoor use with factory installed gasket and die-cast housing ' when used with appropriate conduit fitting. - Temperature Range: 40°F - 120°F, (4.5°C - 49°C) - UL Y.� Service Use: Specifications subject to change without notice. Automatic Sprinkler 'NFPA-13 ' One or two family dwelling NFPA-13D ' Residential occupancy up to four stories NFPA-13R _ National Fire Alarm Code NFPA-72 , Stock Number: 1144460 - Optional: Cover Tamper Switch Kit, stock no. 0090148 Replaceable Components: Retard/Switch Assembly, stock no. 1029030 ' BUTTE F •- COUNTY JUN 2 3 ;CAUTION' 2016 a =< Waterflow switches that are monitoring wet pipe sprinkler systems shall ' - DEVELOPMENT not be used as the sole initiating device to discharge AFFF, deluge, SERVICES or chemical suppression systems. Waterflow switches used for this application may -result in unintended discharges caused by surges, • y�� `� trapped air, or short retard times. ', General Information Enclosure The Model VSR-SG is a vane type waterflow switch for use on wet The VSR-SG switches and retard device are enclosed in a general ., sprinkler systems using CPVC plastic fittings (manufactured by Tyco, purpose, die-cast housing. The cover is held in place with two tamper ' Nibco, Victaulic, Ipex, and Spears Manufacturing Company) that use 1", resistant screws which require a special key for removal. A field 1 '/<", 1 %2", or 2" pipe sizes. It is equipped with a union to accommodate installable cover tamper switch is available as an option which may 7 installation in confined spaces. be used to indicate unauthorized removal of the cover. See bulletin ^ The VSR-SG contains two single pole, doable throw, snap action number 5401103 for installation instructions of this switch. switches and an adjustable, instantly recycling pneumatic retard. The ' switches are actuated when a flow of 10 GPM (38 LPM) or more occurs downstream of the device. The flow condition must exist fora _ period of time necessary to overcome the selected retard period. Potter Electric Signal Company, LLC • St. Louis, MO • Cust Service: 866-572-3005 • Tech Support: 866-956-0988/Canada 888-882-1833 • www.pottersignal.com PRINTED N USA MFG. 115401205 - REV G PAGE I OF 4 9/09 VSR-SG VANE TYPE WATERFLOW' POTTER FOR CPUC PIPE ALARM SWITCH WITH RETARD ® The Symbol of Protection AND GLUE -IN UNION i Installation (see Fig. I, 2, and 3) , These devices may be mounted on horizontal or vertical pipe. On horizontal pipe they shall be installed on the top side of the pipe where they . will be accessible. The device should not be installed within 6" (15 cm) of a fitting which changes the direction of the waterflow or within 24" (60 cm) of a valve or drain. The unit has a V male fitting for gluing into a CPVC plastic tee. ' NOTE: Do not leave cover off for an extended period of time.- Loosen ime.Loosen the union nut and separate the 1" male fitting from the VSR-SG. Glue the V male fitting into the TEE following the TEE manufacturer's ; instructions for preparation and gluing of CPVC piping systems. (Note: The V male fitting must bottom out on the stop of the TEE for proper operation of the VSR-SG. See Fig. 1.) Wait 2 to 4 hours to allow the glue to dry before attaching the VSR-SG to the I" male fitting. Select the proper paddle for the pipe size and type of TEE used. See Fig. 3 for instructions on how to change paddle. Verify that the o -ring is properly positioned in its groove. Hand tighten the nut on the union after orienting the device in the appropriate direction to detect waterflow as shown in Fig. 2. The vane must not rub the inside of the TEE or bind in any way. The stem should move freely when operated by hand. Y __` A -CAUTION A Ci4UTION.A ; Do not trim the paddle. Failure to follow these instructions may prevent the Do not over -tighten the union nut, hand tighten only. device from operating and will void the warranty. Fig. I Fig 2 Retard Adjustment Gluethe I " male fitting into theTEE following The delay can be adjusted by rotating the retard , the TEE manufacturer's instructions for adjustmentknob from Oto themax setting(60- preparation and gluing of CPVC piping 90seconds). The time delay should beset at the systems. Wait 2 to 4 hours to allow the glue minimum required to prevent false alarms. ' to dry before attaching the VSR-SG to the 1" w ' male fitting. OPTIONAL COVER TAMPER SWITCH ` Do not leave cover offfor extended period of time (MINIMUM CLEARANCE t" MALE FITTING REQUIRED FOR , INSTALLATION OR MUST BOTTOM OUT - - REMOVAL OF DEVICE) ONSTOP RETARD 1 I ADJUSTMENT KNOB NO BUSHINGS, INSERTS OR ADAPTERS DWG. X1062-1 O - ARE PERMITTED MOUNT SO ARROW ON BASE POINTS Fig. 3 _ IN DIRECTION OF 4 y TION,' ,' WATER -FLOW Insure that O-ring is in O-ring groove before 1 , ' , • DIRECTION OtDWG. installing switch. WATERFLOW CD - \ \ I r MALE a FITTING ON ALL SIZES, 81063-3 Important: , 11 paddles are furnished with each unit uwca lzos-iA i to accommodate the various sizes and O Y manufacturers of TEES. The paddles have raised lettering that show the pipe size and the TEE manufacturer they'are to be used \/ with. The proper paddle must be used. The Flowing water activates RUN OF THE TEE paddle must be properly attached (see Fig. 3) device in one direction only. MAYBE I", I W', and the screw that holds the paddle must be I %", or 2" ' securely tightened. ' PRINTED IN USA '� t MFG. #5401205 - REV G PAGE 2 OF 4 , 9/09 POUM.,u FOR CPUC PIPE ® The Symbol of Protection' Fig. 4 Break out thin section of cover when wiring both switches from one conduit entrance. VSR-SG VANE TYPE WATERFLOW ALARM SWITCH WITH RETARD ' AND GLUE -IN UNION Fig. 5 Switch Terminal Connections Clamping Plate Terminal t!u'V DWG. /-e -'s Fig. 6 Typical Electrical Connections BEL Notes: POWER SOURCE 1. The Model VSR-SG has two switches, one can be used to operate a SUITABLE FOR BELL central station, proprietary or remote signaling unit, while the other contact is used to operate a local audible or visual annunciator. 2. For supervised circuits, see "Switch Terminal Connections" _ drawing and warning note (Fig. 5). f FEOLR�* FLOW ZONE —� 111 E PANEL t - DWG. 1146-12 Testing ^ The frequency of inspection and testing for the Model VSR-SG and its associated protective monitoring system shall be in accordance with applicable NFPA Codes and Standards and/or the authority having jurisdiction (manufacturer recommends quarterly or more frequently). If provided, the inspector's test valve shall always be used for test purposes. If there are no provisions for testing the operation of the flow detection • ' :. device on the system, application of the VSR-SG is not recommended or advisable. A minimum flow of 10 GPM (38 LPM) is required to activate this device. ®Advise the person responsible for testing of the fire protection system that this system must be tested in accordance , with the testing instructions. Fig. 7 Mounting Dimensions 5.56 in Fig. 8 3.50 in 1412 n n) GREEN GROUND (89.0 mm) 2.00in - SCREWS - - (50.8 mm) O (99.33 mm) • yam, PIPE PLASTIC PADDLE- . , O DWW 40Y8 PRINTED IN USA MFG. #5401205 - REV G 9/09 PAGE30F4 VSR-SG @POTTER VANE TYPE WATERFLOW EOR CPVC PIPE ALARM SWITCH WITH RETARD The Symbol of Protection AND GLUE -IN UNION Maintenance Inspect detectors monthly. If leaks are found, replace the detector. The VSR-SG waterflow switch should provide years of trouble-free service. The retard and switch assembly are easily field replaceable. In the unlikely event that either component does not perform properly, please order replacement retard switch assembly stock # 1029030 (see Fig. 6). There is no maintenance required, only periodic testing and inspection. Retard/Switch Assembly Replacement (See Fig. 9) The Retard/Switch Assembly is field -replaceable without draining the system or removing the waterflow switch from the pipe 1. Make sure the fire alarm zone or circuit connected to the waterflow switch is bypassed or otherwise taken out of service. 2. Disconnect the power source for local bell (if applicable). 3. Identify and remove all wires from the waterflow switch. 4. Remove the (2) mounting screws holding retard/switch assembly to the base. Do not remove the (2) retard housing screws. 5. Remove the retard assembly by lifting it straight up over the tripstem. 6. Install the new retard assembly. Make sure the locating pins on the retard/switch assembly fit into the locating pin bosses on the base. 7. Re -install the (2) original mounting screws. 8. Reconnect all wires. Perform a flow test and place the system back in service. Fig. 9 DO NOT (2) RETAI SCREWS REMOVE (2)ORIGINAL MOUNTING BREAKOUTTHINSECTIONOFCOVER TSCREWS HOLDING RETARD/SWITCH WHEN WIRING BOTH SWITCHES Q \ ASSEMBLY TO BASE FROM ONE CONDUIT ENTRANCE. RETARD/SWITCHASSEMB\ / Removal of Waterflow Switch (2) LOCATING PINS (2) LOCATE BOSSESIN (2) ORIGINAL MOUNTING 1G. i I - • To prevent accidental water damage, all control valves should be shut tight and the system completely drained before waterflow detectors are removed or replaced. • Turn off electrical power to the detector, then disconnect wiring. • Loosen nuts and seperate unit from the glued -in fittings • Gently lift the unit far enough to get your fingers under it. With your fingers, roll the vane so it will fit through the hole while continuing to lift the waterflow detector. • Lift detector clear of pipe. PANTED IN USA MFG. #5401205 - REV G PAGE 4 OF 4 9/09 _r P PO'mff ERr BELLS- ® The Symbol of Protection PBA -AC & MBA -DC UL, ULC, and FM Approved Sizes Available: 6" (150mm), 8" (200mm) and 10" (250mm) K Voltages Available: 24VAC 120VAC 12VDC (10.2 to 15.6) Polarized " 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling, Burglar Ala Environment: Indoor or outdoor use (See Note 1) �� -400 to 150°F (401 to 660C) (Outdoor use requires weatherproof r backbox.) IJIVIY Termination: AC Bells - 4 No. 18 AWG stranded wires JUN 2 3 Z�f�i DC Bells ; Terminal strip i1 Finish: Red powder coating UL ULC > DEVELOPMENT Optional: Model BBK-1 weatherproof backbox ' Model BBX-1 deep weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbc % for outdoor applications: Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION:' Size inches (mm) Voltage Model Number Stock Number Current (Max.) Typical dB at 10 ft. (3m) (2) Minimum dB at 10 ft. (3m) (1) 6 (150) 12VDC MBA126 1750070 .12A 85 - 76 8 (200) 12VDC MBA128 1750080 .12A 90 77 10 (250) 12VDC MBA1210 1750060 .12A 92 78 6 (150) 24VDC MBA246 1750100 .06A 87 77 8 (200) 24VDC MBA248 1750110 .06A 91 79 10 (250) 24VDC MBA2410 1750090 .06A 94 80 6 (150) 24VAC PBA246 1806024 .17A 91 78 8 (200) 24VAC PBA248 '`1808024 .17A 94' 77 10 (250) 24VAC PBA2410 1810024 .17A 94 78 6 (150) 120VAC PBA1206 1806120 .05A 92 83 8 (200) 120VAC PBA1208 1808120 .05A 99 84 10 (250) 120VAC PBA12010 1 1810120 OSA 99 86 " Notes: 1. Minimum dB ratin-2s are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UL temperature range is -300 to 150°F (-340 to 660C). s 2. Typical dB ratings are calculated from measurements made with a conventional sound level meter and are indicative of output levels in an' actual -nstallation. ' y Potter Electric Signal Company 2081 Craig Road, St. Louis, MO, 63146-4161 Phone: 800-325-3936/Canada 888-882-1833 • www.pottersignal.com PRINTED N USA MKT. #8850001 - REV V PAGE I OF 2 MFG. #5400776 - 10/06 P POTTER ® The Symbol of Protection DIMENSIONS INCITES (mm) FIG. 1 BELLS 10" (2 0) (20 0) 6' I (150) T_J 2 11/16" (68) DWG# 776-1 FIG.'3 BELLS PBA -AC & MBA -DC FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2" CONDUIT ENTRANCE 5 3/4" O (146) L- - I 1 - (441)1) I 4 (103) 08) DWG# 776-2 WIRING (REAR VIEW) A.C. BELLS WHITE (IN) WHITE (OUT) , 0 FROM CONTROL PANEL OR PRECEDING BELL O BLACK (IN) C.LACV(.UT) CAUTION: WHEN ELECTRICAL SUPERVISION IS REQUIRED USE IN AND OUT LEADS AS SHOWN. NOTES: 1. WHEN USING AC BELLS, TERMINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL. 2. END -OF -LINE RESISTOR IS NOT REQUIRED ON AC BELLS. DWG# 776] INSTALLATION 1. The bell shall be installed in accordance with NFPA 13, 72, or local AHJ. The top of the device shall be no less than 90" AFF and not less than 6" below the ceiling. 2. Remove the gong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing down). 5. Reinstall the gong (be sure that the gong positioning pin, in the mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be heard in all areas as designated by the authority having jurisdiction). PRINTED IN USA MKT. #8850001 - REV V PAGE 2 OF 2 MFG. #5400776 - 10/06 tq a Fire Protection Products WorldwideI www.tyco-fire.com. Contacts Series TY -FRB — 2.8, 4,2, 5.6, and 8.0 K -Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY -FRB, 2.8, 4.2, 5.6, and 8.0 K -factor, Upright, Pen- dent, and Recessed Pendent Sprin- klers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY - FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: • A two-piece Style 10 (1/2 inch NPT) or Style 40 (3/4 inch NPT) Recessed Escutcheon with 1/2 inch (12,7 mm) of recessed adjustment or up to 3/4 inch (19,1 mm) of total adjustment from the flush pendent position, or a • A two-piece Style 20 (1/2 inch NPT) or Style 30 (3/4 inch NPT) Recessed Escutcheon with 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Corrosion -resistant coatings, where applicable, are utilized to extend the life of copper alloy sprinklers beyond that which would otherwise be obtained when exposed to corrosive atmo- IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently dam- age a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 10 I spheres. Although corrosion -resistant coated sprinklers have passed the standard corrosion tests of the appli- cable approval agencies, the testing is not representative of all possible cor- rosive atmospheres. Consequently, it is recommended that the end user be consulted with respect to the suit- ability of these coatings for any given corrosive environment. The effects of ambient temperature, concentration of chemicals, and gas/chemical velocity, should be considered, as a minimum, along with the corrosive nature of the chemical to which the sprinklers will be exposed. An intermediate level of the Series TY - FRB Pendent Sprinklers is detailed in Technical Data Sheet TFP356, and Sprinkler Guards are detailed in Tech- nical Data Sheet TFP780. INOMM The Series TY -FRB, 2.8, 4.2, 5.6, and 8.0 K -factor, Upright, Pendent, and Recessed Pendent Sprinklers described herein must be installed and maintained in compliance with this document and with the applica- ble standards of the National Fire Pro- tection Association, in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. OCTOBER 2013 Sprinkler Identification Number (SIN) TY1131: Upright 2.8K, 1/2- NPT TY1231: Pendent 2.8K, 1/2- NPT TY2131: Upright 4.2K, 1/2- NPT TY2231: Pendent 4.2K, 1/2- NPT TY3131: Upright 5.6K, 1/2- NPT TY3231: Pendent 5.6K, 1/2- NPT TY4131: Upright 8.OK, 3/4- NPT TY4231: Pendent 8.OK, 3/4- NPT TY4831: Upright 8.OK, 1/2- NPT TY4931: Pendent 8.OK, 1/2- NPT BUTTE COUNTY JUN 2 3 2016 DEVELOPMENT SERVICES ALP - 1w TFP171 TFP171 Page 2 of 10 * Temperature rating ** Pipe thread connections per 1 - Frame is indicated on ISO 7-1 can be provided on ESCUTCHEON 2 - Button Deflector. special request. PLATE SEATING SURFACE i 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 2-7/8"(73,0 mm) DIA. RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K -FACTOR, 112 INCH NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. ESCUTCHEON PLATE SEATING SURFACE 7/16" (11,1 mm) — NOMINAL 2-3/16" MAKE -IN (55,6 mm) 2-3/16" 1-1/2" (55,6 mm) i (38,1 mm) 1/2" NPT** WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* F — 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K -FACTOR, 112 INCH NPT 2-1/4" 7/16" (57,2 mm) 1-9/16" (11,1 mm) (39,7 mm) NOMINAL STYLE 10 or 20 71, MAKE -IN PENDENT ESCUTCHEON 2-3/16" (55,6 mm) 1/2" NPT** WRENCH FLATS UPRIGHT 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 2-7/8"(73,0 mm) DIA. RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K -FACTOR, 112 INCH NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. ESCUTCHEON PLATE SEATING SURFACE 7/16" (11,1 mm) — NOMINAL 2-3/16" MAKE -IN (55,6 mm) 2-3/16" 1-1/2" (55,6 mm) i (38,1 mm) 1/2" NPT** WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* F — 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K -FACTOR, 112 INCH NPT 2-1/4" / (57,2 mm) 1-9/16" (39,7 mm) STYLE 10 or 20 RECESSED PENDENT ESCUTCHEON 3 - Sealing 5 - Compression Assembly Screw 4 - Bulb 6 - Deflector* 2-7/8"(73,0 mm) DIA. RECESSED PENDENT CROSS SECTION FIGURE 1 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY1131) AND PENDENT (TY1231) SPRINKLERS 2.8 K -FACTOR, 112 INCH NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. ESCUTCHEON PLATE SEATING SURFACE 7/16" (11,1 mm) — NOMINAL 2-3/16" MAKE -IN (55,6 mm) 2-3/16" 1-1/2" (55,6 mm) i (38,1 mm) 1/2" NPT** WRENCH STYLE 10 or 20 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* F — 2-7/8" (73,0 mm) DIA. RECESSED PENDENT CROSS SECTION FIGURE 2 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY2131) AND PENDENT (TY2231) SPRINKLERS 4.2 K -FACTOR, 112 INCH NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. ESCUTCHEON PLATE SEATING SURFACE i 7/16" (11,1 mm) NOMINAL T(55,6 3/16" MAKE -IN mm) 2-3/16"1-1/2" (55,6 mm) I (38,1 mm) 1/2" NPT** WRENCH FLATS UPRIGHT PENDENT STYLE 10 or 20 RECESSED ESCUTCHEON TFP171 Page 3 of 10 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* [--- 2-7/8"(73,0 mm) DIA. —� RECESSED PENDENT CROSS SECTION FIGURE 3 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY3131) AND PENDENT (TY3231) SPRINKLERS 5.6 K -FACTOR, 1/2 INCH NPT * Temperature rating ** Pipe thread connections per is indicated on ISO 7-1 can be provided on Deflector. special request. ESCUTCHEON PLATE SEATING SURFACE 1/2" (12,7 mm) NOMINAL T(58,7 5/16MAKE-IN mm) 2-1/4" (57,2 mm) 3/4" NPT** WRENCH STYLE 30 or 40 FLATS RECESSED UPRIGHT PENDENT ESCUTCHEON 1 - Frame 3 - Sealing 5 - Compression 2 - Button Assembly Screw 4 - Bulb 6 - Deflector* 1►— 2-7/8" (73,0 mm) DIA. ---L. RECESSED PENDENT CROSS SECTION FIGURE 4 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4131) AND PENDENT (TY4231) SPRINKLERS 8.0 K -FACTOR, 314 INCH NPT TFP171 Page 4 of 10 7/16" (11,1 mm) NOMINAL MAKE -IN 2-3/16" (55,6 mn 1/2" NPT** WRENCH FLATS UPRIGHT CEILING PLATE SEATING SURFACE V nm) PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K -FACTOR, 112 INCH NPT Technical Data Approvals UL and C -UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion -resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient 1 - Frame 5 - Compression (40,3 LPM/bars/2) 2 - Button Screw 1 3 - Sealing 6 - Deflector (80,6 LPM/bar,/2) Assembly 3 4 - Bulb 2 Deflector........... Copper/Bronze * Temperature rating is 4 indicated on Deflector. ii� 5 ** Pipe thread connections per ISO 7-1 can be 6 * provided on special request. PENDENT CROSS SECTION FIGURE 5 QUICK RESPONSE SERIES TY -FRB UPRIGHT (TY4831) AND PENDENT (TY4931) SPRINKLERS 8.0 K -FACTOR, 112 INCH NPT Technical Data Approvals UL and C -UL Listed FM, LPCB, and NYC Approved Refer to Table A and B for complete approval information including corrosion -resistant status. Maximum Working Pressure Refer to Table C. Discharge Coefficient K=2.8 GPM/psis/2 (40,3 LPM/bars/2) K=4.2 GPM/psis/2 (60,5 LPM/bar112) K=5.6 GPM/psis/2 (80,6 LPM/bar,/2) K=8.0 GPM/psis/2 (115,2 LPM/bars/2) Temperature Rating Refer to Table A and B. Finishes Sprinkler: Refer to Table D. Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated. Physical Characteristics Frame ................... Bronze Button .............. Brass/Copper Sealing Assembly ......... Beryllium Nickel w/TEFLON Bulb ......................Glass Compression Screw........ Bronze Deflector........... Copper/Bronze Bushing (K=2.8) ........... Bronze Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY -FRB, 2.8, 4.2, 5.6, and 8.0 K -factor, Upright, Pen- dent, and Recessed Pendent Sprinklers are intended for fire protection sys- tems designed in accordance with the standard installation rules recognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the require- ments of FM's Loss Prevention Data Sheets). Only the Style 10, 20, 30, or 40 Recessed Escutcheon, as applica- ble, is to be used for recessed pendent installations. Installation The TYCO Series TY -FRB, 2.8, 4.2, 5.6, and 8.0 K -factor, Upright, Pendent, and Recessed Pendent Sprinklersmust be installed in accordance with this section. General Instructions Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm) for the 135°F (57°C) and 3/32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak -tight 1/2 inch NPT sprinkler joint shold be obtained by applying a min- imum to maximum torque of 7 to 14 ft. -lbs. (9,5 to 19,0 Nm). A leak tight 3/4 inch NPT sprinkler joint should be obtained with a torque of 10 to 20 ft. - lbs. (13,4 to 26,8 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Series TY -FRB Upright and Pendent Sprinklers The Series TY -FRB Pendent and Upright Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Figure 14). With refer- ence to Figures 1 through 5, apply the W -Type 6 Sprinkler Wrench to the sprin- kler wrench flats. Series TY -FRB Recessed Pendent Sprinklers The Series TY -FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 10, 20, 30, or 40 Mounting Plate, as applica- ble, over the sprinkler threads and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the W -Type 7 Recessed Sprinkler Wrench (Figure TFP171 Page 5 of 10 SPRINKLER FINISH (See Note 5) K FACTOR TYPE BULB LIQUID TEMPERATURE COLOR NATURAL BRASS CHROME PLATED SIGNAL*** WHITE 2.8 1/2" NPT PENDENT (TY1231) and UPRIGHT (TY1131) 135°F(57°C) Orange 1, 2, 3, 4 155°F (68°C) Red 175°F (79°C) Yellow ° ° 200F 93C ( ) Green 286°F (141°C) Blue RECESSED PENDENT (TY1231)' Figure 6 135-F (57-C) Orange 1,2,4 1 55°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green RECESSED PENDENT (TY1231)'* Figure 7 135°F (57°C) Orange ° 15568°F C) Red ( 175°F (79°C) Yellow 200°F (93°C) Green 4.2 1/2" NPT ENDEN) and UPRIGHT (TY2131) 135°F(57°C) Orange 1,2 155°F (68°C) Red 175°F (79°C) Yellow ° ° 200F 93C Green ( ) 286°F (141°C) Blue RECESSED PENDENT (TY2231)* Figure 8 135°F (57°C) Orange ° ° 155F 68C Red ( ) 175°F (79°C) Yellow 200°F (93°C) Green RE PENNDENTDENT (TY2231)** Figure 9 135°F (57°C) Orange 155° F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green NOTES: 1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. Where Polyester Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion -Resistant Sprinklers. ' Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. " Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K -FACTOR SPRINKLERS 15). With reference to Figures 1 to 4, apply the W -Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step C. After ceiling installation and finishing, slide on the Style 10, 20, 30, or 40 Closure over the Series TY -FRB Sprinkler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP171 Page 6 of 10 SPRINKLER FINISH (See Note 8) K FACTOR TYPE TEMPERATURE BULB LIQUID COLOR NATURAL BRASS CHROME I PLATED SIGNAL'** WHITE LEAD COATED 5.6 1/2 NPT PENDENT (TY3231) and UPRIGHT (TY3131) 135-F (57-C) Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 3, 5 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT (TY3231) Figure 10 135°F(57°C) Orange 1, 2, 4, 5 N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT (TY3231) * Figure 11 135°F(57°C) Orange 1, 2, 3, 4, 5 N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 8.0 3/4" NPT PENDENT (TY4231) and UPRIGHT (TY4131) 135-F (57-C) Orange 1, 2, 3, 4, 5, 6, 7 1, 2, 5 155°F( 68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT (TY4231) Figure 12 135-F (57-C) Orange 1, 2, 5 N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue RECESSED PENDENT (TY4231) Figure 13 135°F (57°C) Orange 1, 2, 3, 5 N/A 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue 8.0 1/2" NPT PEND135°F(57°C) (TY 931) and UPRIGHT (TY4831) Orange 1, 2, 4, 5, 6 1, 2, 5 155°F (68°C) Red 175°F (79°C) Yellow 200°F (93°C) Green 286°F (141°C) Blue NOTES: 1. Listed by Underwriters Laboratories, Inc., (UL) as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories, Inc., for use in Canada (C -UL) as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation (FM) as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 007k/04) as Quick Response Sprinklers. However, LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved (For details, contact Tyco Fire Suppression & Building Products, Enschede, Netherlands, Tel. 31-53-428-4444/Fax 31-53-428-3377.) 7. Approved by the Loss Prevention Certification Board (LPCB Ref. No. 094a/06) as Quick Response Sprinklers. 8. Where Polyester Coated and Lead -Coated Sprinklers are noted to be UL and C -UL Listed, the sprinklers are UL and C -UL Listed as Corrosion -Resistant Sprinklers. Where Lead -Coated Sprinklers are noted to be FM Approved, the sprinklers are FM Approved as a Corrosion -Resistant Sprinklers. Installed with Style 10 (1/2" NPT) or Style 40 (3/4" NPT) 3/4" Total Adjustment Recessed Escutcheon, as applicable. Installed with Style 20 (1/2" NPT) or Style 30 (3/4" NPT) 1/2" Total Adjustment Recessed Escutcheon, as applicable. Frame and Deflector only. Listings and approvals apply to color (Special Order). N/A: Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K -FACTOR SPRINKLERS TFP171 Page 7 of 10 NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C -UL); and, the Approval by the City of New York. Care and Maintenance The TYCO Series TY -FRB must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to TABLE C MAXIMUM WORKING PRESSURE corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid dam- age to the sprinklers -before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Initial and frequent visual inspections of random samples are recommended for corrosion -resistant sprinklers to verify the integrity of the corrosion -resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion -resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion -resistant material, which can be affected by the corrosive conditions present. SPRINKLER FINISH K TYPE NATURAL CHROME SIGNAL LEAD FACTOR BRASS PLATED WHITE COATED PENDENT (TY1231) and 2.8 UPRIGHT (TY1131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY1231) PENDENT (TY2231) and 4.2 UPRIGHT (TY2131) 1/2" NPT 175 PSI (12,1 BAR) N/A RECESSED PENDENT (TY2231) PENDENT (TY3231)and 175 PSI 5.6 UPRIGHT (TY3131) 250 PSI (17,2 BAR) (12,1 BAR) 1/2" NPT OR 175 PSI (12,1 BAR) RECESSED (SEE NOTE 1) PENDENT (TY3231) N/A PENDENT (TY4231)and 175 PSI 8.0 UPRIGHT (TY4131) (12,1 BAR) 3/4" NPT 175 PSI (12,1 BAR) RECESSED N/A PENDENT (TY4231) 8.0 PENDENT (TY4931) 1/2" NPT and UPRIGHT (TY4831) 175 PSI (12,1 BAR) (121 BAR) NOTES: 1. The maximum working pressure of 250 psi (17,2 bar) only applies to the Listing by Underwriters Laboratories Inc. (UL); the Listing by Underwriters Laboratories, Inc. for use in Canada (C -UL); and, the Approval by the City of New York. Care and Maintenance The TYCO Series TY -FRB must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to TABLE C MAXIMUM WORKING PRESSURE corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Care must be exercised to avoid dam- age to the sprinklers -before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section). Initial and frequent visual inspections of random samples are recommended for corrosion -resistant sprinklers to verify the integrity of the corrosion -resistant material of construction. Thereafter, annual inspections per NFPA 25 should suffice. Inspections of corrosion -resistant sprinklers are recommended at close range, instead of from the floor level per NFPA. Inspection at close range can better determine the exact sprin- kler condition and the long-term integ- rity of the corrosion -resistant material, which can be affected by the corrosive conditions present. TFP171' Page 8 of 10 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9t6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING j rH (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY -FRB 13/16" (20,6 mm). FIGURE 6 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 2.8 K -FACTOR, 112 INCH NPT 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) 71'MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY -FRB 3/4" (19,1 mm) FIGURE 8 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 4.2 K -FACTOR, 112 INCH NPT 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING (3,2 mm) F72.71. i MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY -FRB 1-1/16" (27,0 mm) FIGURE 7 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 2.8K -FACTOR, 1/2 INCH NPT 2-7/8" DIA. 12,7 mm 1/2±1/8" (73,0 mm) 1/2" ( ) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) � MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY -FRB 1" (25,4 mm) FIGURE 9 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 4.2 K -FACTOR, 112 INCH NPT 2-7/8" DIA. 5/8±1/4" (73,0 mm) 3/4" (19,1 mm) (15,9±6,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY -FRB 3/4" (19,1 mm) FIGURE 10 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON 5.6 K -FACTOR, 112 INCH NPT 2-7/8" DIA. 5/811/4" (73,0 mm) 3/4" (19,1 mm) (15,916,4 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY -FRB 13/16" (20,6 mm) FIGURE 12 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON 8.0 K -FACTOR, 314 INCH NPT TFP171 Page 9 of 10 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) F77 7/ MOUNTING SURFACE CLOSURE SERIES 1-1/4" (31,8 mm) TY -FRB 1 " (25,4 mm) FIGURE 11 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON 5.6K -FACTOR, 112 INCH NPT 2-7/8" DIA. 1/2±1/8" (73,0 mm) 1/2" (12,7 mm) (12,7±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE FITTING 1/8" (3,2 mm) i MOUNTING SURFACE CLOSURE SERIES 1-5/16" (33,3 mm) TY -FRB 1-1/16" (27,0 mm) FIGURE 13 SERIES TY -FRB RECESSED PENDENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 30 RECESSED ESCUTCHEON 8.0 K -FACTOR, 314 INCH NPT WRENCH RECESS (END "A" USED FOR 1/2" NPT MODELS) WRENCH RECESS (END "B" USED FOR 3/4" NPT MODELS) FIGURE 14 W- TYPE 6 SPRINKLER WRENCH WRENCH .RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 15 W- TYPE 7 RECESSED SPRINKLER WRENCH TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX SIN SPRINKLER FINISH 330 2.8K UPRIGHT (1/2"NPT) TY1131 331 2.8K PENDENT (1/2"NPT) TY1231 340 4.2K UPRIGHT (1/2"NPT) TY2131 341 4.2K PENDENT (1/2"NPT) TY2231 370 5.6K UPRIGHT (1/2"NPT) TY3131 371 5.6K PENDENT (1/2"NPT) TY3231 390 8.OK UPRIGHT (3/4"NPT) TY4131 391 8.OK PENDENT (3/4"NPT) TY4231 360 8.OK UPRIGHT (1/2"NPT) TY4831' 361 8.OK PENDENT (1/2"NPT) TY4931' 1 NATURAL BRASS 135 3 PURE WHITE 155'F (68°C) (RAL9010)' 175'F (79°C) 4 SIGNAL WHITE 286 (RAL9003). 5 JET BLACK (RAL9005)" 7 LEAD COATED 9 CHROME PLATED Eastern Hemisphere sales only. Available in only 2.8K, 4.2K, and 8.OK, 155°F (68°C) and 200°F (93°C); requires lead time to manufacture. TABLE D SERIES TY -FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY -FRB (Specify SIN), (specify K -factor), (specify Pendent or Upright) Sprinkler (specify) tempera- ture rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) Sprinkler Wrench Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001 * Refer to Technical Data Sheet TFP770 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. Y'[�CO TEFLON is trademark of The DuPont Corporation. Fire Protection Products 1 TEMPERATURE RATINGS 135 135'F(57°C) 155 155'F (68°C) 175 175'F (79°C) 200 200'F (93°C) 286 2WF (141°C) TABLE D SERIES TY -FRB PENDENT AND UPRIGHT SPRINKLERS PART NUMBER SELECTION Ordering Procedure Contact your local distributor for availability. When placing an order, indicate the full product name and Part Number (P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY -FRB (Specify SIN), (specify K -factor), (specify Pendent or Upright) Sprinkler (specify) tempera- ture rating, (specify) finish or coating, P/N (specify from Table D) Recessed Escutcheon: Specify: Style (10, 20, 30, or 40) Recessed Escutcheon with (specify*) finish, P/N (specify*) Sprinkler Wrench Specify: W -Type 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001 * Refer to Technical Data Sheet TFP770 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2013 Tyco Fire Products, LP. All rights reserved. Y'[�CO TEFLON is trademark of The DuPont Corporation. Fire Protection Products Nyco Fire Protection Products WorldwideI www tyco-fire.com Contacts RAPID RESPONSE Series LFII Residential 4.9 K -factor Concealed Pendent Sprinkler Flat Plate, Wet Pipe and Dry Pipe Systems General Description TYCO RAPID RESPONSE Series LFII Residential 4.9K Concealed Pendent Sprinklers (TY3596) are decorative, fast response, fusible solder sprinklers designed for use in residential occu- pancies such as homes, apartments, dormitories, and hotels. The cover plate assembly conceals the sprinkler operating components above the ceiling. The flat profile of the cover plate provides the optimum aes- thetically appealing sprinkler design. In addition, the concealed design of the Series LFII Residential Concealed Pendent Sprinklers (TY3596) provides 1/2 inch (12,7 mm) vertical adjustment. This adjustment provides a measure of flexibility when cutting fixed sprinkler drops. The Series LFII Residential Concealed Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA-13D • wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING' that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its compo- nents and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 The Series LFII Residential Concealed Pendent Sprinklers (TY3596) has been designed with heat sensitivity and water distribution characteristics proven to help in the control of residen- tial fires and to improve the chance for occupants to escape or be evacuated. The Series LFII Residential Con- cealed Pendent Sprinklers (TY3596) are shipped with a Disposable Pro- tective Cap. The Protective Cap is temporarily removed for installation, and then it can be replaced to help protect the sprinkler while the ceiling is being installed or finished. The tip of the Protective Cap can also be used to mark the center of the ceiling hole into plaster board, ceiling tiles, etc. by gently pushing the ceiling product against the Protective Cap. When the ceiling installation is complete the Pro- tective Cap is removed and the Cover Plate Assembly installed. Dry Pipe System Application The Series LFII Residential Concealed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprinkler systems, whereas, most residential sprinklers are labora- tory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Concealed Pendent Sprinklers (TY3596) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Residen- tial Concealed Pendent Sprinklers offer the features of non -water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13,13D, or 13R. FEBRUARY 2015 The Series LFI/ Residential Concealed Pendent Sprinklers (TY3596) described herein must be installed and main- tained in compliance with this docu- ment and with the applicable standards of the National Fire Protection Associa- tion (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the perfor- mance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. Sprinkler Identification Number (SIN) TY3596 Burm COUNTY JUN 2 3 2016 DEVELOPMENT SERVICES TFP442 TFP442 Page 2 of 6 BODY (1/2" NPT) CAP - SADDLE' - SUPPORT CUP WITH ROLL FORMED THREADS GUIDE " PIN GUIDE PIN HOUSING DEFLECTOR THREADINTO SUPPORT CUP UNTIL MOUNTING SURFACE IS FLUSH WITH CEILING SOLDER-/ TAB SEALING ASSEMBLY SPRINKLER WRENCHING AREA COMPRESSION SCREW LEVER vvrcn ruycincr,ucn ASSEMBLY FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) LECTION SPRING COVER PLATE WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 18 SPRINKLER WRENCH 2-1/2" DIA. SPRINKLER - (63,5 mm) 1/2^ (12,7 mm) FACE OF SUPPORT CUP 1/2" THREADED SPRINKLER ASSEMBLY NPT \ ADJUSTMENT FITTING OPERATED SPRINKLER 1-7/8"t1/4" COVER )� (47,6 mm PLATE S 1/8" GAP t6,4 mm) RETAINER (3,2 mm) COVER- SPRINKLER- MOUNTING 7/8" (22.2 mm) RETAINER SUPPORT CUP 3/1 SURFACE 1-1/8" (28,6 mm) ASSEMBLY ASSEMBLY (4,8 mm) \ 3-3/16" DIA. DISPOSABLE DEFLECTOR IN (81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR I \ i i SOLDER LINK I ELEMENT DEFLECTOR (OPERATED -1 r POSITION) SPRINKLER/SUPPORT CUP ASSEMBLY I I RETAINER WITH THREAD I DIMPLES vvrcn ruycincr,ucn ASSEMBLY FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) LECTION SPRING COVER PLATE WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 2 W -TYPE 18 SPRINKLER WRENCH 2-1/2" DIA. SPRINKLER - (63,5 mm) 1/2^ (12,7 mm) FACE OF SUPPORT CUP 1/2" THREADED SPRINKLER ASSEMBLY NPT \ ADJUSTMENT FITTING OPERATED SPRINKLER 1-7/8"t1/4" COVER )� (47,6 mm PLATE S 1/8" GAP t6,4 mm) RETAINER (3,2 mm) COVER- SPRINKLER- MOUNTING 7/8" (22.2 mm) RETAINER SUPPORT CUP 3/1 SURFACE 1-1/8" (28,6 mm) ASSEMBLY ASSEMBLY (4,8 mm) \ 3-3/16" DIA. DISPOSABLE DEFLECTOR IN (81,0 mm) TIP PROTECTIVE CAP OPERATED POSITION FIGURE 3 RAPID RESPONSE SERIES LFII RESIDENTIAL CONCEALED PENDENT SPRINKLER (TY3596) INSTALLATION DIMENSIONS/PROTECTIVE CAP/ACTIVATED DEFLECTOR Technical Data Approvals UL and C -UL Listed NYC Approved under MEA 44-03-E-2NSF Certified to NSF/ANSI 61 The TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprinklers are only Listed with the Series LFII Con- cealed Cover Plates having a factory -ap- plied finish. Cover Plates can be ordered by following the instructions in the Ordering Procedure section. Maximum Working Pressure 175 psi (12,1 bar) Discharge Cppfficient K=4.9 gpm/psi (70,6 Ipm/bar1/2) Temperature Rating 160°F (71°C) Sprinkler with 139°F (59°C) Cover Plate Vertical Adjustment 1/2 inch (12,7 mm) Finishes Refer to Ordering Procedure section Physical Characteristics Body ......................... Brass Cap ......................... Bronze Saddle ....................... Brass Sealing Assembly....... Beryllium Nickel w/TEFLON Soldered Link Halves............ Nickel Lever ........................ Bronze Compression Screw ............. Brass Deflector ................... Copper or Brass Guide Pin Housing ............. Bronze Guide Pins ............. Stainless Steel or Bronze Support Cup ................... Steel Cover Plate .................. Copper Retainer ...................... Brass Cover Plate Ejection Spring.......... Stainless Steel Operation When exposed to heat from a fire, the Cover Plate, which is normally soldered to the Support Cup at three points, falls away to expose the sprinkler assembly. At this point the Deflector supported by the Arms drops down to its operated position. The fusible link of the sprin- kler assembly is comprised of two link halves that are soldered together with a thin layer of solder. When the rated temperature is reached, the solder melts and the two link halves separate allowing the sprinkler to activate and flow water. Design Criteria TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprin- klers (TY3596) are UL and C -UL Listed for installation in accordance with this section. Note: When conditions exist that are outside the scope of the provided cri- teria, refer to the Residential Sprinkler Design Guide TFP490 for the manu- facturer's recommendations that may be acceptable to the authority having jurisdiction. System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C -UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 about the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13 as applicable. Hydraulic Design (NFPA 13D and 131R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • the flow rates given in Tables A and B as a function of temperature rat- ing and the maximum allowable cov- erage area • a minimum discharge of 0.1 gpm/ft.2 over the design area comprised of the four (4) most hydraulically demanding sprinklers for actual coverage areas protected by the four (4) sprinklers The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. TFP442 Page 3 of 6 Dry Pipe System Water Delivery When using the Series LFII Residen- tial Concealed Pendent Sprinklers (TY3596) in dry pipe sprinkler systems, the time for water delivery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity The sprinklers are to be installed rela- tive to the ceiling mounting surface as shown in Figure 3. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Ref. Table A or B) being hydraulically calculated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). The Series LFII must not be used in applications where the air pres- sure above the ceiling is greater than that below. Down drafts through the Support Cup could delay sprinkler operation in a fire situation. TFP442 Page 4 of 6 Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.z over the design area or the Flow in accordance with the criteria In this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K -FACTOR FLAT PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEM Minimum Flow and Residual Pressure 2.3 Maximum Coverage Maximum Spacing Ordinary Temp. Rating Area 160°F (71°C) Minimum Ft. x Ft. Ft. (m) Deflector to Installation Spacing Flow Pressure (m x m) (m) Ceiling Type Ceiling Type Ft. gpm psi m psi (m) (m) (Ipm) (bar) (Ipm) (bar) 12 x 12 12 12 x 12 12 13 7.0 Smooth (3,7 x 3,7) (3,7) (3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 14 x 14 14 14 x 14 14 13 7.0 inches (4,3 x 4,3) (4,3) (4,3 x 4,3) (4,3) (49,2) (0,48) 8 16 x 16 16 15 g,4 (4,9 x 4,9) (4,9) Beamed Ceilings per (0,65) 8 16 x 16 16 13 0 7,48) (4,9 x 4,9) (4,9) (49,2) (0, NFPA 13D or Concealed (2 4) 18 x 18 18 13R, or 13. Installed in 13.5 beam (5,5 x 5,5) (5,5) 18 x 18 18 17 12.0 beam (5,5 x 5,5) (5,5) (64,3) (0,83) 7/8 to 1-1/8 20 x 20 20 inches below 18.4 bottom of (6,1 x 6,1) (6,1) 20 x 20 20 20 16.7 bottom of (6,1 x 6,1) (6,1) (75,7) (1,15) beam Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.z over the design area or the Flow in accordance with the criteria In this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9 K -FACTOR FLAT PLATE CONCEALED PENDENT SPRINKLER (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.' over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K -FACTOR FLAT PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM . Minimum Flow and Residual Pressure 2,3 Maximum Coverage Maximum Spacing Ordinary Temp. Rating Area 160°F (71°C) Minimum Ft. x Ft. Ft. Deflector to Installation Spacing Flow Pressure (m x m) (m) Ceiling Type Ft. gpm psi (m) (Ipm) (bar) 12 x 12 12 13 7.0 Smooth (3,7 x 3,7) (3,7) (49,2) (0,48) Ceilings 7/8 to 1-1/8 14 x 14 14 14 8.2 inches (4,3 x 4,3) (4,3) (53,0) (0,57) Beamed Ceilings per 8 16 x 16 16 15 g,4 (4,9 x 4,9) (4,9) (56,8) (0,65) NFPA 13D or Concealed (2 4) 13R, or 13. Installed in 18 x 18 18 18 13.5 beam (5,5 x 5,5) (5,5) (68,1) (0,93) 7/8 to 1-1/8 inches below 20 x 20 20 21 18.4 bottom of (6,1 x 6,1) (6,1) (79,5) (1,27) beam Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.' over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9 K -FACTOR FLAT PLATE CONCEALED PENDENT (TY3596) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Installation TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprin- klers (TY3596) must be installed in accordance with this section. General Instructions Damage to the fusible Link Assembly during installation can be avoided by handling the sprinkler by the support cup only (i.e., do not apply pressure to the fusible Link Assembly). A 1/2 inch NPT sprinkler joint should be obtained with a minimum to maximum torque of 7 to 14 lbs. -ft. (9,5 to 19,0 Nm). Higher levels of torque may distort the sprinkler inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Cover Plate / Retainer Assembly by under - or over -tightening the Sprinkler. Read- just the position of the sprinkler fitting to suit. Step 1. The sprinkler must only be installed in the pendent position and with the centerline of the sprinkler per- pendicular to the mounting surface. Step 2. Remove the Protective Cap. Step 3. With pipe thread sealant applied to, the pipe threads, and using the W -Type 18 Wrench shown in Figure 2, install and tighten the Sprinkler / Support Cup Assembly into the fitting. The W -Type 18 Wrench will accept a 1/2 inch ratchet drive. Step 4. Replace the Protective Cap by pushing it upwards until it bottoms out against the Support Cup. The Protec- tive Cap helps prevent damage to the Deflector and Guide Pins during ceiling installation and/or during application of the finish coating of the ceiling. It may also be used to locate the center of the clearance hole by gently pushing the ceiling material against the center point of the Cap. Note: As long as the protective Cap remains in place, the system is consid- ered to be "Out Of Service." Step 5. After the ceiling has been completed with the 2-1/2 inch (63 mm) diameter clearance hole and in prep- aration for installing the Cover Plate Assembly, remove and discard the Pro- tective Cap, and verify that the Deflec- tor moves up and down freely. If the sprinkler has been damaged and the Deflector does not move up and down freely, replace the entire sprinkler assembly. Do not attempt to modify or repair a damaged sprinkler. Step 6. Screw on the Cover Plate Assembly until its flange comes in contact with the ceiling. Do not continue to screw on the Cover Plate Assembly such that it lifts a ceiling panel out of its normal position. If the Cover Plate Assembly cannot be engaged with the Mounting Cup or the Cover Plate Assembly cannot be engaged sufficiently to contact the ceiling, the Sprinkler Fitting must be repositioned. Care and Maintenance TYCO RAPID RESPONSE Series LFII Residential Concealed Pendent Sprin- klers (TY3596) must be maintained and serviced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system which it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and all personnel who may be affected by this action must be notified. Absence of a Cover Plate may delay the sprinkler operation in a fire situation. When properly installed, there is a nominal 1/8 inch (3,2 mm) air gap between the lip of the Cover Plate and the ceiling, as shown in Figure 3. This air gap is necessary for proper opera- tion of the sprinkler by allowing heat flow from a fire to pass below and above the Cover Plate to help assure appropriate release of the Cover Plate in a fire situation. If the ceiling is to be repainted after the installation of the Sprinkler, care must be exercised to ensure that the new paint does not seal off any of the air gap. Factory painted Cover Plates must not be repainted. They should be replaced, if necessary, by factory painted units. Non -factory applied paint may adversely delay or prevent sprinkler operation in the event of a fire. Do not pull the Cover Plate relative to the Enclosure. Separation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or otherwise altered after leaving the factory. Modi- fied or over heated sprinklers must be replaced. TFP442 Page 5 of 6 Care must be exercised to avoid damage before, during, and after instal- lation. Sprinklers damaged by drop- ping, striking, wrench twist/slippage, or the like, must be replaced. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Asso- ciation (e.g., NFPA 25), in addition to the standards of any other authorities having jurisdiction. Contact the install- ing contractor or product manufacturer with any questions. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Automatic sprinkler systems should be inspected, tested, and maintained by a qualified Inspection Service in accor- dance with local requirements and/or national codes. TFP442 Page 6 of 6 Limited Ordering Warranty Procedure For warranty terms and conditions, visit Contact your local distributor for www.tyco-fire.com. availability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFII (TY3596) 4.9K Residential Concealed Pendent Sprin- kler without Cover Plate Assembly, P/N 51-112-1-160 Cover Plate Assemblies Specify: Cover Plate Assembly with (specify) finish for the Series LFII (TY3596) 4.9K Residential Concealed Pendent Sprinkler, P/N (specify): Ivory (RAL1015) ........... P/N 56-202-0-135 Beige (RAL1001)........... P/N 56-202-2-135 Pure White' (RAL9010) ..... P/N 56-202-3-135 Signal White " (RAL9003) ... P/N 56-202-4-135 Grey White (RAL9002) :..... P/N 56-202-5-135 Brown (RAL8028).......... P/N 56-202-6-135 Black (RAL9005) .......... P/N 56-202-7-135 Brushed Brass ............ P/N 56-202-8-135 Brushed Chrome .......... P/N 56-202-9-135 Custom Paint ............. P/N 56-202-X-135 Eastern Hemisphere sales only Previously known as Bright White Note: All Custom Cover Plates are painted using Sherwin Williams Interior Latex Paint. Contact Tyco Customer Service with any questions related to custom orders. Sprinkler Wrench Specify: W -Type 18 Sprinkler Wrench, P/N 56-000-1-265 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. %1�C0 TEFLON is trademark of The DuPont Corporation. fire Protection Products tqco - Worldwide www.tyco-fire.com Fire Protection Contacts Products RAPID RESPONSE Series LFII Residential 4.9 K -factor Pendent Sprinkler Wet Pipe and Dry Pipe Systems General Description TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers (TY2234) are decorative, fast response, frangi- ble bulb sprinklers designed for use in residential occupancies such as homes, apartments, dormitories, and hotels. When aesthetics and optimized flow characteristics are the major con- sideration, the Series LFII Residential Sprinklers (TY2234) should be the first choice. The Series LFII Residential Sprinklers are intended for use in the following scenarios: • wet and dry pipe residential sprin- kler systems for one- and two-fam- ily dwellings and mobile homes per NFPA 13D • wet and dry pipe residential sprinkler systems for residential occupancies up to and including four stories in height per NFPA 13R • wet and dry pipe sprinkler systems for the residential portions of any occupancy per NFPA 13 The recessed version of the Series LFII Residential Sprinklers is intended for use in areas with finished ceilings. It employs a two-piece Style 20 Recessed Escutcheon. The Recessed Escutcheon provides 1/4 inch (6,4 mm) of recessed adjustment or up to 1/2 inch (12,7 mm) of total adjustment from the flush ceiling position. The IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and instal- lation of sprinkler systems and com- ponents. Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. Page 1 of 6 adjustment provided by the Recessed Escutcheon reduces the accuracy to which the pipe drops to the sprinklers must be cut. The Series LFII Residential Sprinklers have been designed with heat sensi- tivity and water distribution charac- teristics proven to help in the control of residential fires and to improve the chance for occupants to escape or be evacuated. Dry Pipe System Application The Series LFII Residential Pendent and Recessed Pendent Sprinklers offers a laboratory approved option for designing dry pipe residential sprin- kler systems, whereas, most residential sprinklers are laboratory approved for wet systems only. Through extensive testing, it has been determined that the number of design sprinklers (hydraulic design area) for the Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) need not be increased over the number of design sprinklers (hydraulic design area) as specified for wet pipe sprinkler systems, as is accustomed for density/ area sprinkler systems designed per NFPA 13. Consequently, the Series LFII Resi- dential Sprinklers offer the features of non -water filled pipe in addition to not having to increase the number of design sprinklers (hydraulic design area) for systems designed to NFPA 13,13D, or 13R. The Series LFII Residential Pendent and Recessed Pendent Sprinklers (TY2234) described herein must be installed and maintained in compliance with this document and the applicable standards of the National Fire Protec- tion Association (NFPA), in addition to the standards of any authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for main- taining their fire protection system and devices in proper operating con- dition. Contact the installing contrac- tor or product manufacturer with any questions. MARCH 2015 Sprinkler Identification Number (SIN) TY2234 Technical Data Approvals LIL Listed (for use with wet pipe and dry pipe sys- tems) C-LIL Listed (for use only with wet pipe systems) Certified to all requirements of NSF/ANSI 61 (Refer to the Design Criteria section for de- tails on these approvals.) Maximum Working Pressure 175 psi (12,1 bar) Discharge Coefficient K=4.9 gpm/psili2 (70,6 Ipm/barli2) Temperature Rating 155°F (68°C) or 175°F (79°C) Finishes Natural Brass, Pure White, Signal White, or Chrome Plated Physical Characteristics Frame ........................ Brass Button ...................... Copper Sealing Assembly ...... Beryllium Nickel w/TEFLON Bulb (3 mm) ................... Glass Compression BUM ........... Bronze Deflector ...couNw .......... Bronze '.SUN 2 3 2016 DEVELOPMENT TFP400 SERVICES 19110. P,17/09- TFP400 Page 2 of 6 2-7/8" DIA. (73,0 mm) STYLE 20 WRENCHI W) ESRECESSED CUTCHEON FLATS \ RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) 2-7/8" DIA. 7/16±1/8" (73,0 mm) 1/2" (12,7 mm) (11,1±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) SPRINKLER MOUNTING FITTING PLATE A T MOUNTING SURFACE 1/8" (3,2 mm) CLOSURE TY2234 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers are UL and C -UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. / WRENCH RECESS (END "A" USED FOR TY2234) FIGURE 3 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C -UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 for the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13, as applicable. 7/16" (11,1 mm) ESCUTCHEON Components: 1 1/2" NOMINAL NPT PLATE SEATING MAKE -IN SURFACE 1- Frame 2 - Button 3- Sealing Assembly 1 4- Bulb 5- Compression Screw 2 2-1/4" 6- Deflector" 3 A A (57,2 mm) 4 1-5/8" (41,3 mm) Temperature 5 rating is indicated on 6 Deflector. CROSS SECTION PENDENT 2-7/8" DIA. (73,0 mm) STYLE 20 WRENCHI W) ESRECESSED CUTCHEON FLATS \ RECESSED PENDENT FIGURE 1 RAPID RESPONSE SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) 2-7/8" DIA. 7/16±1/8" (73,0 mm) 1/2" (12,7 mm) (11,1±3,2 mm) 2-1/4" DIA. 1/4" (6,4 mm) FACE OF (57,2 mm) SPRINKLER MOUNTING FITTING PLATE A T MOUNTING SURFACE 1/8" (3,2 mm) CLOSURE TY2234 1-3/8" (34,9 mm) 1-1/8" (28,6 mm) FIGURE 2 STYLE 20 RECESSED ESCUTCHEON FOR USE WITH THE RAPID RESPONSE SERIES LFII RESIDENTIAL PENDENT SPRINKLER Operation The glass bulb contains a fluid that expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and flow water. Design Criteria The TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers are UL and C -UL Listed for installation in accordance with this section. Residential Sprinkler Design Guide When conditions exist that are outside the scope of the provided criteria, refer to the Residential Sprinkler Design Guide TFP490 for the manufactur- er's recommendations that may be acceptable to the local authority having jurisdiction. / WRENCH RECESS (END "A" USED FOR TY2234) FIGURE 3 W -TYPE 6 SPRINKLER WRENCH WRENCH RECESS PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 4 W -TYPE 7 RECESSED SPRINKLER WRENCH System Types Per the UL Listing, wet pipe and dry pipe systems may be utilized. Per the C -UL Listing, only wet pipe systems may be utilized. Refer to Technical Data Sheet TFP485 for the use of residential sprinklers in residential dry pipe systems. Ceiling Types Smooth flat horizontal, or beamed, or sloped, in accordance with the 2013 Edition of NFPA 13D, 13R, or 13, as applicable. Hydraulic Design (NFPA 13D and 13R) For systems designed to NFPA 13D or NFPA 13R, the minimum required sprinkler flow rates are given in Tables A and B as a function of tem- perature rating and the maximum allowable coverage areas. The sprinkler flow rate is the minimum required discharge from each of the total number of "design sprinklers" as specified in NFPA 13D or NFPA 13R. The number of "design sprinklers" specified in NFPA 13D and 13R for wet pipe systems is to be applied when designing dry pipe systems. Hydraulic Design (NFPA 13) For systems designed to NFPA 13, the number of design sprinklers is to be the four most hydraulically demanding sprinklers. The minimum required dis- charge from each of the four sprinklers is to be the greater of the following: • The flow rates given in Table A or B as a function of temperature rating and the maximum allowable coverage area. • A minimum discharge of 0.1 gpm/ft2 over the "design area" comprised of the four most hydraulically demanding sprinklers for actual coverage areas protected by the four sprinklers. The number of design sprinklers speci- fied in NFPA 13 for wet pipe systems is to be applied when designing dry pipe systems. Dry Pipe System Water Delivery When using the Series LFII Residential Sprinklers (TY2234) in dry pipe sprin- kler systems, the time for water deliv- ery must not exceed 15 seconds for the most remote operating sprinkler. Obstruction to Water Distribution Sprinklers are to be located in accor- dance with the obstruction rules of NFPA 13D, 13R, and 13 as applicable for residential sprinklers as well as with the obstruction criteria described within the Technical Data Sheet TFP490. Operational Sensitivity Sprinklers are to be installed with a deflector -to -ceiling distance of 1-1/4 to 4 inches. Sprinkler Spacing The minimum spacing between sprin- klers is 8 feet (2,4 m). The maximum spacing between sprinklers cannot exceed the length of the coverage area (Table A or B) being hydraulically cal- culated (e.g., maximum 12 feet for a 12 ft. x 12 ft. coverage area, or 20 feet for a 20 ft. x 20 ft. coverage area). Installation TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers must be installed in accordance with this section. General Instructions Do not install any bulb type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bubble should be present. The diameter of the air bubble is approximately 1/16 inch (1,6 mm). A leak -tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum -to -maximum torque of 7 to 14 ft.-Ibs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in an Escutch- eon Plate by under- or over- tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. TFP400 Page 3of6 Series LFII Residential Pendent Sprinklers The Series LFII Residential Pendent Sprinklers must be installed in accor- dance with the following instructions: Step 1. Install pendent sprinklers in the pendent position with the deflector par- allel to the ceiling. Step 2. With pipe thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the W -Type 6 Sprinkler Wrench (Figure 3). With ref- erence to Figure 1, apply the W -Type 6 Sprinkler Wrench to the wrench flats. Series LFII Residential Recessed Pendent Sprinklers The Series LFII Residential Recessed Pendent Sprinklers must be installed in accordance with the following instructions: Step A. Install recessed pendent sprin- klers in the pendent position with the deflector parallel to the ceiling. Step B. After installing the Style 20 Mounting Plate over the sprinkler threads and with pipe thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step C. Tighten the sprinkler into the sprinkler fitting using only the W Type 7 Recessed Sprinkler Wrench (Figure 4). With reference to Figure 1, apply the W -Type 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Step D. After the ceiling has been installed or the finish coat has been applied, slide on the Style 20 Closure over the Series LFII Residential Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. TFP400 Page 4 of 6 Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement Is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design under the Design criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA WET PIPE SYSTEM Maximum Minimum Flow and Residual Pressure (2)(3) Maximuovem CAreme Ordinary Temperature Rating Intermediate Temperature Rating Area ( 155°F (68°C) 175°F (79°C) Minimum Ft. x Ft. (m x m) Deflector to Installation Spacing Flow Pressure Flow Pressure Ft. x Ft. Ceiling Type Ft. (m x m gpm psi gpm psi (1/min) (bar) (rn) (bar) (1/min) (bar) (1/min) (bar) 13 7.0 13 12 x 12 13 7.0 13 7.0 Smooth (0,48) (49,2) (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1-1/4 to 4 inches 8.2 14 14 x 14 13 7.0 13 7.0 (4,3 x 4,3) (49,2) (0,48) (49,2 (0,48) Beamed Recessed usingle Esc t hteon2or 8 16 x 16 13 7.0 13 7.0 (4,9 x 4,9) (49,2) (0,48) (49,2) (0,48) Ceilings per NFPA 13D or 13R non -recessed per NFPA 13D, 13R, or 13 (2,4) 18 x 18 17 12.0 17 12.0 (5,5 x 5,5) (64,3) (0,83) (64,3) (0,83). 1-1/4 to 1-3/4 inches below bottom of 18.4 21 20 x 20 20 16.7 20 16.7 (6,1 x 6,1) (75,7) (1,15) (75,7) (1,15) beam. Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement Is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design under the Design criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/ft.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE A WET PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/f.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA DRY PIPE SYSTEM Maximum Minimum Flow and Residual Pressure (2)(3) Coverage Ordinary Temperature Rating Intermediate Temperature Rating Area ( 155°F (68°C) 175°F (79°C) Minimum Ft. x Ft. (m x m) Deflector to Ceiling Installation Type Spacing Ft. Flow Pressure Flow Pressure gpm psi gpm psi (m) (1/min) (bar) (1/min) (bar) 12 x 12 13 7.0 13 7.0 Smooth (3,7 x 3,7) (49,2) (0,48) (49,2) (0,48) Ceilings 1 4 inche nches 14 x 14 14 8.2 14 8.2 (4,3 x 4,3) (53,0) (0,57) (53,0) (0,57) Beamed Ceilings Recessed usinEscutcheon Style 20 8 16 x 16 15 9.4 15g q (4,9 x 4,9) (56,8) (0,65) (56,8) (0,65) per NFPA 13D or 13R non -recessed per NFPA 13D, 13R, or 13 (2,4) 18 x 18 18 13.5 18 13.5 (5,5 x 5,5) (68,1) (0,93) (68,1) (0,93) 1-1/4 to 1-3/4 inches below bottom of 20 x 20 21 18.4 21 18.4 (6,1 x 6,1) (79,5) (1,27) (79,5) (1,27) beam. Notes: 1. For coverage area dimensions less than or between those indicated, use the minimum required flow for the next highest coverage area for which hydraulic design criteria are stated. 2. Requirement is based on minimum flow in gpm (Ipm) from each sprinkler. The associated residual pressures are calculated using the nominal K -factor. Refer to Hydraulic Design under the Design Criteria section. 3. For NFPA 13 residential applications, the greater of 0.1 gpm/f.2 over the design area or the flow in accordance with the criteria in this table must be used. TABLE B DRY PIPE SYSTEM SERIES LFII RESIDENTIAL 4.9K PENDENT AND RECESSED PENDENT SPRINKLERS (TY2234) NFPA 13D, 13R, AND 13 HYDRAULIC DESIGN CRITERIA Care and . Maintenance TYCO RAPID RESPONSE Series LFII Residential 4.9K Pendent and Recessed Pendent Sprinklers must be maintained and serviced in accordance with this section: Before closing afire protection system main control valve for maintenance work on the fire protection system that it controls, permission to shut down the affected fire protection system must be obtained from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non- operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leaking or exhibiting visible signs of corrosion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid damage to the sprinklers before, during, and after installation. Sprin- klers damaged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprin- kler that has a cracked bulb or that has lost liquid from its bulb (Ref. Installa- tion section). The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any authorities having jurisdiction. Contact the installing con- tractor or product manufacturer with any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. Limited Warranty For warranty terms and conditions, visit www.tyco-fire.com. TFP400 Page 5 of 6 Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and part number (P/N). Sprinkler Assemblies Specify: Series LFII 4.9K Residential Pendent Sprinkler (TY2234), (specify temperature rating), with (specify) finish, P/N (specify): 155°F(68°C) Natural Brass..............P/N 51-201-1-155 Pure White (RAL 9010)' ......P/N 51-201-3-155 Signal White (RAL 9003) .....P/N 51-201-4-155 Chrome Plated.............P/N 51-201-9-155 175°F(79°C) Natural Brass..............P/N 51-201-1-175 Pure White (RAL 9010)' ......P/N 51-201-3-175 Signal White (RAL 9003) .....P/N 51-201-4-175 Chrome Plated.............P/N 51-201-9-175 Eastern Hemisphere sales only Recessed Escutcheon Specify: Style 20 Recessed Escutch- eon with (specify') finish, P/N (specify') Refer to Technical Data Sheet TFP770. Sprinkler Wrenches Specify: W -Type 6. Sprinkler Wrench, P/N 56-000-6-387 Specify: W -Type 7 Sprinkler Wrench, P/N 56-850-4-001 TFP400 Page 6 of 6 + GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 19446 1 Telephone +1-215-362-0700 Copyright © 2015 Tyco Fire Products, LP. All rights reserved. t111:17TEFLON is trademark of the DuPont Corporation. Fire Protection Products