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HomeMy WebLinkAboutPP - 14414 42ND AVE S - RESIDENCE - PERMITS AND PLANS14414 42ND AVE S ASSOCIATED PERMITS O1 -S-104 D2000- 0215 TUKWILA FIRE DpARTMENT FINAL APPROVAF, FORM Steven M. Mullet, Mayor Thomas P. Keefe, Fire Chief Permit No. b►2440 -7. f S; Project Name LA13 t AA -5 + gl&AJCit- Address /L/6//q '/Z 1 r v S Suite # C Retain current inspection schedule Needs shift inspection Approved without correction notice Approved with correction notice issued Sprinkler Fire Al- m: Hood Duct: Halo •: Mo tor: P --Fire: �-rmits: Authorized Signa ure FINALAPP.FRM 7a//7/49/ D Rev. 2/19/98 T.F.D. Form F.P. 85 Headquarters Station: 444 Andover Park East • Tukwila, Washington 98188 • Phone: 206-575-4404 • Fax: 206-575-4439 FIRE SPRINKLER DESIGN SERVICE 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR LABEL PROPERTIES #2 TUKWILLA, WASHINGTON FILE NUMBER: N01017 DATE: 4/18/01 -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: N/A gpm/sq. ft. AREA OF APPLICATION: 2 HEADS COVERAGE PER SPRINKLER: 16 X 16 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: N/A gpm TOTAL WATER REQUIRED (including hose): N/A gpm FLOW AND PRESSURE (a BOR): 18.0 gpm a 28.4 psi with 1 sprinkler 26.3 gpm a 21.9 psi with 2 sprinklers SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC. DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 501K271 ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\NO1( J0B TITLE: LABEL PROPERTIES 4 WATER SUPPLY DATA SOURCE STATIC RESID• FLOW AVAIL• TOTAL REQ'D NODE PRESS. PRESS. W PRESS. a DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 50.0 49.0 100.0 49.9 26.3 29.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 26.3 GPM 0.0 GPM 0.0 GPM 26.3 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.4 K= 4.30 9.1 13.0 2 8.4 K= 4.30 9.6 13.3 3 8.4 9.6 4 8.4 11.5 B 0.0 30.6 C 0.0 - - - - 26.6 D 2.0 22.9 E 2.0 21.9 F 2.0 16.9 W 8.4 11.8 A 8.4 SOURCE 29.9 26.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01[ JOB TITLE: LABEL PROPERTIES #'d. PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS• END ELEV• NOZ• PT DISC• VEL(FPS) HW(C) (FT) SUM• NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.109 PL 9.12 PF 0.4 1 8.4 4.3 9.1 13.0 4.3 150 FTG 5.0 PE 0.0 3 8.4 0.0 9.6 0.0 0.030 TL 14.12 PV 0.1 Pipe: 2 -0.8 1.109 PL 4.00 PF 0.0 2 8.4 4.3 9.6 13.3 0.3 150 FTG 5.0 PE 0.0 3 8.4 0.0 9.6 0.0 0.000 TL 9.00 PV 0.0 Pipe: 3 -13.8 1.109 PL 45.25 PF 1.9 3 8.4 0.0 9.6 0.0 4.6 150 FTG 14.0 PE 0.0 4 8.4 0.0 11.5 0.0 0.033 TL 59.25 PV 0.1 Pipe: 4 -13.8 1.109 PL 3.45 PF 0.3 4 8.4 0.0 11.5 0.0 4.6 150 FTG 5.0 PE 0.0 W 8.4 0.0 11.8 0.0 0.033 TL 8.45 PV 0.1 Pipe: 5 -12.5 1.109 PL 59.88 PF 2.2 2 8.4 4.3 9.6 13.3 4.2 150 FTG 20.5 PE 0.0 W 8.4 0.0 11.8 0.0 0.028 TL 80.38 PV 0.1 Pipe: 6 -26.3 1.049 PL 7.00 PF 2.4 W 8.4 0.0 11.8 0.0 9.8 120 FTG 2E PE 2.8 F 2.0 0.0 16.9 0.0 0.216 TL 11.00 PV 0.6 Pipe: 7 FIXED PRESSURE LOSS DEVICE E 2.0 0.0 21.9 0.0 5.0 psi, 26.3 gpm F 2.0 0.0 16.9 0.0 Pipe: 8 -26.3 1.049 PL 2.50 PF 1.0 E 2.0 0.0 21.9 0.0 9.8 120 FTG E PE 0.0 D 2.0 0.0 22.9 0.0 0.216 TL 4.50 PV 0.6 Pipe: 9 -26.3 1.245 PL 40.00 PF 2.9 D 2.0 0.0 22.9 0.0 6.9 150 FTG 2E PE 0.9 C 0.0 0.0 26.6 0.0 0.062 TL 46.00 PV 0.3 Pipe: 10 FIXED PRESSURE LOSS DEVICE B 0.0 0.0 30.6 0.0 4.0 psi, 26.3 gpm C 0.0 0.0 26.6 0.0 Pipe: 11 -26.3 0.998 PL 10.00 PF 2.9 B 0.0 0.0 30.6 0.0 10.8 150 FTG T PE -3.6 A 8.4 SRCE 29.9 (N/A) 0.182 TL 15.93 PV 0.8 NOTES: (1) Calculations were performed by the HASS 7.2 computer program under license no• 50110271 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01( JOB TITLE: LABEL PROPERTIES *1 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.050 gpm• (3) Velocity pressures are printed for information only and are not used in balancing the system• Maximum water velocity is 10.8 ft/sec at pipe 11• (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD•PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 0.998 1.57 3.92 1.57 3.92 4.71 0.78 7.84 7.84 3.92 1.109 2.62 6.56 2.62 6.56 7.87 1.31 13.11 13.11 6.56 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPV1v NPTee 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 PAGE: K MATERIAL: CT -K HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T F R C S G N Ell Tee 45 -Ell TeeRun Couplg SwgChk GatVly NPTee 1.245 3.00 5.50 1.00 0.50 0.50 5.50 0.50 5.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01( JOB TITLE: LABEL PROPERTIES 44. WATER SUPPLY ANALYSIS 60.0 50.11 Static: 50.00 psi Resid: 49.00 psi Flow: 100.0 gpm G A 40.0 U G E R30.12 _ E S S U R 20.0 E p s 10.0 i 0.0 -14.7 I 20[300400 500 600 700 800 900 FLOW (GPM) 1 g 2 1000 LEGEND Available pressure 49.92 psi a9 26.3 gpm g Required pressure 29.88 psi a 26.3 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01[ JOB TITLE: LABEL PROPERTIES *1 WATER SUPPLY DATA SOURCE NODE TAG A STATIC PRESS• (PSI) 50.0 RESID• FLOW PRESS• 51 (PSI) (GPM) 49.0 AGGREGATE FLOW ANALYSIS: AVAIL• TOTAL PRESS• a DEMAND (PSI) (GPM) 100.0 50.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1 2 3 4 B C D E F W A 8.4 8.4 8.4 8.4 0.0 0.0 2.0 2.0 2.0 8.4 8.4 K. 4.30 SOURCE 17.5 18.4 18.3 19.3 35.2 31.2 28.9 28.4 23.4 19.4 33.0 REQ'D PRESS• (PSI) 18.0 33.0 18.0 GPM 0.0 GPM 0.0 GPM 18.0 GPM DISCHARGE (GPM) 18.0 18.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01( JOB TITLE: LABEL PROPERTIES #1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -18.0 1.109 PL 9.12 PF 0.8 1 8.4 4.3 17.5 18.0 6.0 150 FTG 5.0 PE 0.0 3 8.4 0.0 18.3 0.0 0.054 TL 14.12 PV 0.2 Pipe: 2 8.3 1.109 PL 4.00 PF 0.1 2 8.4 0.0 18.4 0.0 2.8 150 FTG 5.0 PE 0.0 3 8.4 0.0 18.3 0.0 0.013 TL 9.00 PV 0.1 Pipe: 3 -9.7 1.109 PL 45.25 PF 1.0 3 8.4 0.0 18.3 0.0 3.2 150 FTG 14.0 PE 0.0 4 8.4 0.0 19.3 0.0 0.017 TL 59.25 PV 0.1 Pipe: 4 -9.7 1.109 PL 3.45 PF 0.1 4 8.4 0.0 19.3 0.0 3.2 150 FTG 5.0 PE 0.0 W 8.4 0.0 19.4 0.0 0.017 TL 8.45 PV 0.1 Pipe: 5 -8.3 1.109 PL 59.88 PF 1.0 2 8.4 0.0 18.4 0.0 2.8 150 FTG 20.5 PE 0.0 W 8.4 0.0 19.4 0.0 0.013 TL 80.38 PV 0.1 Pipe: 6 -18.0 1.049 PL 7.00 PF 1.2 W 8.4 0.0 19.4 0.0 6.7 120 FTG 2E PE 2.8 F 2.0 0.0 23.4 0.0 0.107 TL 11.00 PV 0.3 Pipe: 7 FIXED PRESSURE LOSS DEVICE E 2.0 0.0 28.4 0.0 5.0 psi, 18.0 gpm F 2.0 0.0 23.4 0.0 Pipe: 8 -18.0 1.049 PL 2.50 PF 0.5 E 2.0 0.0 28.4 0.0 6.7 120 FTG E PE 0.0 D 2.0 0.0 28.9 0.0 0.107 TL 4.50 PV 0.3 Pipe: 9 -18.0 1.245 PL 40.00 PF 1.4 D 2.0 0.0 28.9 0.0 4.7 150 FTG 2E PE 0.9 C 0.0 0.0 31.2 0.0 0.031 TL 46.00 PV 0.2 Pipe: 10 FIXED PRESSURE LOSS DEVICE B 0.0 0.0 35.2 0.0 4.0 psi, 18.0 gpm C 0.0 0.0 31.2 0.0 Pipe: 11 -18.0 0.998 PL 10.00 PF 1.4 B 0.0 0.0 35.2 0.0 7.4 150 FTG T PE -3.6 A 8.4 SRCE 33.0 (N/A) 0.091 TL 15.93 PV 0.4 NOTES: (1) Calculations were performed by the HASS 7.2 computer program under license no. 50110271 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01C JOB TITLE: LABEL PROPERTIES #1 (2) The system has been calculated to provide an average imbalance at each node of 0.013 gpm and a maximum imbalance at any node of 0.099 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 7.4 ft/sec at pipe 11- (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD -PIP PAGE: * Diameter (in) 0.998 1.109 PAGE: A Diameter (in) 1.049 PAGE: K Diameter (in) 1.245 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 1.57 3.92 1.57 3.92 4.71 0.78 7.84 2.62 6.56 2.62 6.56 7.87 1.31 13.11 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 2.00 5.00 2.00 5.00 6.00 1.00 10.00 MATERIAL: CT -K HWC: 150 Equivalent Fitting Lengths in Feet E T F R C S G Ell Tee 45 -Ell TeeRun Couplg SwgChk GatVly 3.00 5.50 1.00 0.50 0.50 5.50 0.50 D N DPV1v NPTee 7.84 3.92 13.11 6.56 D DPV1v 10.00 N NPTee 5.50 N NPTee 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01E JOB TITLE: LABEL PROPERTIES 411 WATER SUPPLY ANALYSIS P R E S S U R E 60.0 50.1 40.0 2 30.0 20.0 p s 10.0 i 0.0 -14.7 Static: 50.00 psi Resid: 49.00 psi Flow: 100.0 gpm • 2 I I I 20E30'0 400 500 600 700 /100 900 1000 FLOW (GNI) LEGEND Available pressure 49.96 psi 51 18.0 gpm q Required pressure 32.97 psi a 18.0 gpm FIRE SPRINKLER DESIGN SERVICE 24024 SE 261ST PLACE MAPLE VALLEY, WA 98038 HYDRAULIC CALCULATIONS FOR LABEL PROPERTIES #1 TUKWILLA, WASHINGTON FILE NUMBER: NO1006 DATE: 4/18/01 :,„: r ,,- „_ ,-, -DESIGN DATA - OCCUPANCY CLASSIFICATION: RESIDENTIAL DENSITY: N/A gpm/sq• ft• AREA OF APPLICATION: ,2 HEADS COVERAGE PER SPRINKLER: 16 X 16 sq• ft• NUMBER OF SPRINKLERS CALCULATED: 1 sprinkler 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: N/A gpm TOTAL WATER REQUIRED (including hose): N/A gpm FLOW AND PRESSURE (a BOR): 18.0 gpm a9 28.4 psi with 1 sprinkler 26.3 gpm ul 21.9 psi with 2 sprinklers SPRINKLER ORIFICE SIZE: 7/16 inch NAME OF CONTRACTOR: NORCO FIRE PROTECTION, INC• DESIGN/LAYOUT BY: EDWIN P COGAR AUTHORITY HAVING JURISDICTION: TUKWILLA FIRE DEPARTMENT CONTRACTOR CERTIFICATION NUMBER: CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 501K271 ) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01( JOB TITLE: LABEL PROPERTIES #1 WATER SUPPLY DATA SOURCE NODE TAG A STATIC PRESS• (PSI) RESID• PRESS• a (PSI) 50.0 49.0 AGGREGATE FLOW ANALYSIS: FLOW (GPM) 100.0 AVAIL. PRESS• (PSI) 50.0 TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE (FT) (PSI) 1 2 3 4 B C D E F W A 8.4 8.4 8.4 8.4 0.0 0.0 2.0 2.0 2.0 8.4 8.4 K= 4.30 SOURCE 17.5 18.4 18.3 19.3 35.2 31.2 28.9 28.4 23.4 19.4 33.0 TOTAL a DEMAND (GPM) REQ'D PRESS• (PSI) 18.0 33.0 18.0 GPM 0.0 GPM 0.0 GPM 18.0 GPM DISCHARGE (GPM) 18.0 18.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01( JOB TITLE: LABEL PROPERTIES 411 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS• END ELEV• NOZ• PT DISC• VEL(FPS) HW(C) (FT) SUM• NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -18.0 1.109 PL 9.12 PF 0.8 1 8.4 4.3 17.5 18.0 6.0 150 FTG 5.0 PE 0.0 3 8.4 0.0 18.3 0.0 0.054 TL 14.12 PV 0.2 Pipe: 2 8.3 1.109 PL 4.00 PF 0.1 2 8.4 0.0 18.4 0.0 2.8 150 FTG 5.0 PE 0.0 3 8.4 0.0 18.3 0.0 0.013 TL 9.00 PV 0.1 Pipe: 3 -9.7 1.109 PL 45.25 PF 1.0 3 8.4 0.0 18.3 0.0 3.2 150 FTG 14.0 PE 0.0 4 8.4 0.0 19.3 0.0 0.017 TL 59.25 PV 0.1 Pipe: 4 -9.7 1.109 PL 3.45 PF 0.1 4 8.4 0.0 19.3 0.0 3.2 150 FTG 5.0 PE 0.0 W 8.4 0.0 19.4 0.0 0.017 TL 8.45 PV 0.1 Pipe: 5 -8.3 1.109 PL 59.88 PF 1.0 2 8.4 0.0 18.4 0.0 2.8 150 FTG 20.5 PE 0.0 W 8.4 0.0 19.4 0.0 0.013 TL 80.38 PV 0.1 Pipe: 6 -18.0 1.049 PL 7.00 PF 1.2 W 8.4 0.0 19.4 0.0 6.7 120 FTG 2E PE 2.8 F 2.0 0.0 23.4 0.0 0.107 TL 11.00 PV 0.3 Pipe: 7 FIXED PRESSURE LOSS DEVICE E 2.0 0.0 28.4 0.0 5.0 psi, 18.0 gpm F 2.0 0.0 23.4 0.0 Pipe: 8 -18.0 1.049 PL 2.50 PF 0.5 E 2.0 0.0 28.4 0.0 6.7 120 FTG E PE 0.0 D 2.0 0.0 28.9 0.0 0.107 TL 4.50 PV 0.3 Pipe: 9 -18.0 1.245 PL 40.00 PF 1.4 D 2.0 0.0 28.9 0.0 4.7 150 FTG 2E PE 0.9 C 0.0 0.0 31.2 0.0 0.031 TL 46.00 PV 0.2 Pipe: 10 FIXED PRESSURE LOSS DEVICE B 0.0 0.0 35.2 0.0 4.0 psi, 18.0 gpm C 0.0 0.0 31.2 0.0 Pipe: 11 -18.0 0.998 PL 10.00 PF 1.4 8 0.0 0.0 35.2 0.0 7.4 150 FTG T PE -3.6 A 8.4 SRCE 33.0 (N/A) 0.091 TL 15.93 PV 0.4 NOTES: (1) Calculations were performed by the HASS 7.2 computer program under license no• 50110271 granted by HRS Systems, Inc• 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01[ JOB TITLE: LABEL PROPERTIES #1 (2) The system has been calculated to provide an average imbalance at each node of 0.013 gpm and a maximum imbalance at any node of 0.099 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 7.4 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * Diameter (in) 0.998 1.109 PAGE: A Diameter (in) 1.049 PAGE: K Diameter (in) 1.245 MATERIAL: S40 HWC: 120 Equivalent E T L Ell Tee LngEll 1.57 3.92 1.57 2.62 6.56 2.62 Fitting Lengths in Feet C B G A ChkVly BfyVly GatVly AlmChk 3.92 4.71 0.78 7.84 6.56 7.87 1.31 13.11 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 2.00 5.00 2.00 5.00 6.00 1.00 10.00 MATERIAL: CT -K HWC: 150 Equivalent Fitting Lengths in Feet E T F R C S G Ell Tee 45 -Ell TeeRun Couplg SwgChk GatV1v 3.00 5.50 1.00 0.50 0.50 5.50 0.50 D N DPV1v NPTee 7.84 3.92 13.11 6.56 D DPV1v 10.00 N NPTee 5.50 N NPTee 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01[ JOB TITLE: LABEL PROPERTIES #1 WATER SUPPLY ANALYSIS 60.0 50.1 G 40.0 G E 2 R 30.0 E S S U R 20.0 E P s 10.0 i ) 0.0 -14.7 Static: 50.00 psi Resid: 49.00 psi Flow: 100.0 gpm 20(300 400 500 600 700 800 900 FLOW (GPM) 1 M 2 g 1000 LEGEND Available pressure 49.96 psi a 18.0 gpm Required pressure 32.97 psi a9 18.0 gpm SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N011 JOB TITLE: LABEL PROPERTIES *1 WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. a PRESS. a DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) A 50.0 49.0 100.0 49.9 26.3 29.9 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE TOTAL HOSE STREAM ALLOWANCE AT SOURCE OTHER HOSE STREAM ALLOWANCES TOTAL DISCHARGE FROM ACTIVE SPRINKLERS NODE ANALYSIS DATA 26.3 GPM 0.0 GPM 0.0 GPM 26.3 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 1 8.4 K. 4.30 9.1 13.0 2 8.4 K. 4.30 9.6 13.3 3 8.4 9.6 4 8.4 11.5 B 0.0 30.6 C 0.0 26.6 D 2.0 22.9 E 2.0 21.9 F 2.0 16.9 W 8.4 11.8 A 8.4 SOURCE 29.9 26.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01( JOB TITLE: LABEL PROPERTIES #1 PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS• END ELEV• NOZ• PT DISC• VEL(FPS) HW(C) (FT) SUM• NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 -13.0 1.109 PL 9.12 PF 0.4 1 8.4 4.3 9.1 13.0 4.3 150 FTG 5.0 PE 0.0 3 8.4 0.0 9.6 0.0 0.030 TL 14.12 PV 0.1 Pipe: 2 -0.8 1.109 PL 4.00 PF 0.0 2 8.4 4.3 9.6 13.3 0.3 150 FTG 5.0 PE 0.0 3 8.4 0.0 9.6 0.0 0.000 TL 9.00 PV 0.0 Pipe: 3 -13.8 1.109 PL 45.25 PF 1.9 3 8.4 0.0 9.6 0.0 4.6 150 FTG 14.0 PE 0.0 4 8.4 0.0 11.5 0.0 0.033 TL 59.25 PV 0.1 Pipe: 4 -13.8 1.109 PL 3.45 PF 0.3 4 8.4 0.0 11.5 0.0 4.6 150 FTG 5.0 PE 0.0 W 8.4 0.0 11.8 0.0 0.033 TL 8.45 PV 0.1 Pipe: 5 -12.5 1.109 PL 59.88 PF 2.2 2 8.4 4.3 9.6 13.3 4.2 150 FTG 20.5 PE 0.0 W 8.4 0.0 11.8 0.0 0.028 TL 80.38 PV 0.1 Pipe: 6 -26.3 1.049 PL 7.00 PF 2.4 W 8.4 0.0 11.8 0.0 9.8 120 FTG 2E PE 2.8 F 2.0 0.0 16.9 0.0 0.216 TL 11.00 PV 0.6 Pipe: 7 FIXED PRESSURE LOSS DEVICE E 2.0 0.0 21.9 0.0 5.0 psi, 26.3 gpm F 2.0 0.0 16.9 0.0 Pipe: 8 -26.3 1.049 PL 2.50 PF 1.0 E 2.0 0.0 21.9 0.0 9.8 120 FTG E PE 0.0 D 2.0 0.0 22.9 0.0 0.216 TL 4.50 PV 0.6 Pipe: 9 -26.3 1.245 PL 40.00 PF 2.9 D 2.0 0.0 22.9 0.0 6.9 150 FTG 2E PE 0.9 C 0.0 0.0 26.6 0.0 0.062 TL 46.00 PV 0.3 Pipe: 10 FIXED PRESSURE LOSS DEVICE B 0.0 0.0 30.6 0.0 4.0 psi, 26.3 gpm C 0.0 0.0 26.6 0.0 Pipe: 11 -26.3 0.998 PL 10.00 PF 2.9 B 0.0 0.0 30.6 0.0 10.8 150 FTG T PE -3.6 A 8.4 SRCE 29.9 (N/A) 0.182 TL 15.93 PV 0.8 NOTES: (1) Calculations were performed by the HASS 7.2 computer program under license no• 50110271 granted by HRS Systems, Inc• 4792 LaVista Road Tucker, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01[ JOB TITLE: LABEL PROPERTIES *1 (2) The system has been calculated to provide an average imbalance at each node of 0.005 gpm and a maximum imbalance at any node of 0.050 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system• Maximum water velocity is 10.8 ft/sec at pipe 11. (4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD -PIP PAGE: * Diameter (in) 0.998 1.109 PAGE: A Diameter (in) 1.049 PAGE: K Diameter (in) 1.245 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 1.57 3.92 1.57 3.92 4.71 0.78 7.84 2.62 6.56 2.62 6.56 7.87 1.31 13.11 MATERIAL: S40 HWC: 120 Equivalent Fitting Lengths in Feet E T L C B G A Ell Tee LngEll ChkVly BfyVly GatVly AlmChk 2.00 5.00 2.00 5.00 6.00 1.00 10.00 MATERIAL: CT -K HWC: 150 Equivalent Fitting Lengths in Feet E T F R C S G Ell Tee 45 -Ell TeeRun Couplg SwgChk GatVly 3.00 5.50 1.00 0.50 0.50 5.50 0.50 D N DPV1v NPTee 7.84 3.92 13.11 6.56 D DPV1v 10.00 N NPTee 5.50 N NPTee 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/20/2001C:\HASSDATA\DATA\NORCO\2001 CALCS NORCO\N01006 FORCE RESIDENCE\N01E JOB TITLE: LABEL PROPERTIES #1 WATER SUPPLY ANALYSIS 60.0 50.11 G 40.0 G E R 30.12 E S S U R 20.0 E p s 10.0 i 0.0 -14.7 Static: 50.00 psi Resid: 49.00 psi Flow: 100.0 gpm 1 YA 2 20E300400 500 600 700 800 900 1000 FLOW (GPM) LEGEND Available pressure 49.92 psi B 26.3 gpm g Required pressure 29.88 psi 51 26.3 gpm Plotted by Edwin P Cogar C:\Dwg\LABEL1A.dwg itY- To Syste Joist Space Head Box C �> Finish Floor CENTRAL ALARM BELL CENTRAL RISER MANIFOLD W/: 111 DRAIN AND TEST 2 FLOW SWITCH 3 PRESSURE GAUGE 4SIGNS ON BODY 1" Backflow Device Conbraco 40-100 series Riser Detail scale 1/2"=1'-0" 45'11 DJ,5t�r� (AJO-Kl2r e(orc,�� uArA/4) Is �r1�� �J flM L t'`rl �p-ese W1,0/4 Most Remote Area 18.0 gpm © 28.4 psi BOR 1 head 26.0 gpm @ 21.9 psi BOR 2 heads Manufacturers Requirements 18.0 gpm @ 18.4 psi with 1 head flowing 13.0 gpm @ 9.4 psi with 2 heads flowing Maximum spacing to be 16 x 16 of 8'-0" off any wall 95._5" 15'-7' 4 tc Name FAMILY ROOM f 13'-2 f17"""-'" -'""-'" -�' S'-1 1YL't BATH T-7 119• 7'-11 1t2' TUKWILLA, WA. 98108 Phone T-5" MFG. MODEL# ESCUT CONN. ® 12 �o LLiiTi tc-,u) 1 s r 0 KITCHEN - u) 43% CZ)1 0' 1 1 = o' 1 � 0 W6- = 'c7 431"Zc O' 1 X00 7/16 N N I 8-11 2 , #511 \ 4-0 i ' #511 10-0 ' 8-4 '-5 �' lr-- "C p ,_\ LI., #511 _N #511 ' co BATH O ti -, i' X11 DINIt G C 1 > �L ho_ I\ MASTERBEDROOM 5'-9,19 4'-7' CLOSET Cipo' HFAI1 CLOSET 4%4" 'Sry %+ X43% SETS, HEAD 0� 5 ;;HEAD • .1%/ NOOK - SET t ;' a_5" v SET z;!, WALK INC LOSET \ #511 111•41" H.AUo 0/� SET - al ,_ / �,�ti % HALL w � La rc 1 , 1, 0 _� ti 1 - _ELI , SE 1 . Ak w Vagi ^ CD #51 ,- 1 c..) _meq' w 0'1 \ #511 0-312 4o�� - 5-3� � F1NTRU 3-5 10 ,ti-�1 V� 0''`� 1-2 e 3-2 2-312 5'-51 12' 4 9'- 112" _741" LIVING ROOM 4%.6 VT BEDROOM 5%5 1/2" 3' S" BEDROOM 5'-1 D° ELECTRIC BELL (WIRING AND CONDUIT TO BE BY OTHERS) RISER LOCATI 14'-M N 5'11• 1(1'-3" MAIN FLOOR SPRINKLER PIPING PLAN SCALE : 1/8' - 1'-0' 1728 S.F. 10'-4" CPVC PIPE STRAP O CPVC PI E HEX HEAD SELF APPING SCREW DOUBLE FASTENER CPVC PIPE STRAP HANGER APPLICATION RESTRAINER APPLICATION HEXHEAD SELF TAPPING SORE SINGLE FASTENER CPVC PIPE STRAP HANGER DETAIL *01 HANGER DETAIL *02 SCALE 1/4'= 1'-0' SCALE 114' l8 SYSTEMS RISER O RISE UP 1s DROP DN 2 WAY EARTHQUAKE BRACE 4 WAY EARTHQUAKE BRACE GROOVED COUPLING \#01 HANGER TYPE AND LOCATION o UPRIGHT HEAD ® PENDENT HEAD D SIDEWALL HEAD 4-1 SPRINKLER LEGEND OA UPRIGHT OVER PENDENT 25 PIPE SIZING HYDRAULLIC CALC NODE REVISION NUMBER j� BRANCH LINE NUMBER 1---> WELD TAG NUMBER Without Commsrit . M Noted In R:4I Par Thi3 Attached L< ' ite a puma have bean reviewed by The Tu!mil rev rltitm Bureau far copfon nGa with current -city sta s rds. Acceptance is subject to errors and orrll Inn$ wt;ichi do not authorize vjiolatiOns of adapted to dards and ordinances. The responsibility for Une rtde,uzcy of design ra_ is totally with the designer. Additions, deletions or revisions to these drawings after this date will void this acceptance and will require 3 rtrsubmittal of ravised drawings forsubsequer,t approval, Ptttrll acceptance is subject to fieri test and inspection by TFire Prevention Bureau. NOTE: SHEETROCK MUST BE PRECUT HOLES FOR SPRINKLER HEADS ALL HEADS ARE SET FOR 112" SHEETROCK TO JOIST. ALL HEADS ARE PRESET, HEADS NEEDED TO BE ADJUSTED DUE TO IMPROPER INSTALLATION OF SHEETROCK TO BE PAID FOR BY OWNER / RISER LOCATION SEE RISER DETAIL UNDERGROUND IS FOR HYD ULIC REFERENC METER (BY OWNER) PROPERTY LINE CIRCULATING MAIN EXISTING CITY MAIN I tl f it I;11 1I !i i I i F. 1, 11 1itk i I , 1 KITCHEN I BATH Ii GENERAL NOTES 1. System to be designed to N.F.P.A. #13D, 1996 edition and Fire Department requirements. 2. System hydraulically calculated to Fire Departments requirements and to N.F.P.A. 13D and Manufacturers Requirements. 3. Minimum pipe size to be 1" throughout job. 4. System to be hung per manufacturers requirements. Tolco Hangers to be used - Fig 22, 23, & 24 are standard. 5. All underground piping to conform to local Water Department requirements. This is for fill line only 6. Water information to be provided by pump manufacturer. Source of water by owner. 7. Transition from underground to riser to be copper type K typical unless noted otherwise 8. Risers that are exposed are to be steel. Risers that rise up in wall to have typical access panel, provision of this panel to be per contract. 9. All electrical wiring and conduit for electrical switches to be by others. 10. Cleaning and painting of pipe to be by others, if required. 11. All drilling and notching to be per manufacturers specifications and Fire Department requirements. 12. All piping to be CPVC typical unless otherwise noted. 13. Items to be verified at time of inspection: a) Pressure at base of riser b) Sprinkler head location and spacing. c) Heads located from heat zones d) Exposed piping shall be steel. e) Sprinkler heads in uncondition areas to be 175° degrees 14. Alarm bells to be located per Fire Department requirements. 15. Testing of system to be per N.F.P.A. #13D and Fire Department Requirements. 16. Sprinkler may be omitted from attic spaces with no FAU units or used for storage. 17. Sprinklers may be omitted from closets less than 3'0" in depth or not over 24 sq. ft. 18. Inspectors test to be per N.F.P.A. 13D and Fire Departments requirements, should have keyless hps bib, with spies NOTE TO OWNER -INSULLATION TO BE INSTALLED ON TOP OF SPRINKLER PIPING TO PREVENT FROM FREEZING p • 11 :E ,! - m -+-�',- -••r CLQ JS cS RT O.0 I -_F FAMILY ROOM MASTERiIEDROOM BUILDING SECTION B -B SCALE :118' = 1'-0" ONLY AND NOT PART OF THIS SUBMITTAL 0 --o grts STATIC PRESSURE IS 50 LBS. UNDERGROUND PLAN NO SCALE 144TH ST BUILDING INFORMATION SQ. FT. 1,728 TYPE V -N OCCUPANCY RESIDENTIAL ZONE RESIDENTIAL FIRE DEPT. INFORMATION Name TUKWILLA F.D. Address 444 ANDOVER PARK E. TUKWILLA, WA. 98108 Phone 425-413-5076 OWNER INFORMATION NAME SCOTT LABEL ADDRESS 4226 SOUTH 146TH STREET PHONE VICINITY MAP NO SCALE SUBMITTAL DRAWINGS 4/08/01 TUCKWILLA. WASHINGTON (206) 243-4725 Ti11I.A FIDE £)'Ai Please r 11: 575.4407 anti give t is j tire. 1. L/r' .© end exact address for Shut, yi., or restoration appr w ilt 8' 10' 12' 14' 16' 18' NOTES REVISIONS DATE DESCRIPTION BY SYM CNT NAME METAL TEMP K NPT ORIF MFG. MODEL# ESCUT CONN. ® 12 PEND BRASS 160 4.20 1/2" 7/16 ROC Defaul i y, t-=j\'�ti /i r�;� 1 yLi N V ■ i C Fire Protection, Inc. PO Box 363 Ravensdale, WA 98051 425-432-7250 LA IL R -SII) -NC 14414 42ND AVE S TUKWILLA, WASHINGTON CONTRACTOR: Norco Fire Protection, Inc. SPRINKLER PIPING RESIDENTIAL PERMIT NO. CONTRACT NO. N01017 APPROVAL KING COUNTY C.D.T. EDWIN COGAR SCALE AS NOTED DATE 04/08/01 REVISED FPS 0 1 PLOTTED 04/08/01 Imo:7,5777 APR ?11?U1