Loading...
NISQUALLY LANDING A Hydraulic Calcs HANFORD, WA OFFICE TEL (509) 373.8895 FAX (509) 373.8919 VANCOUVER, WA OFFICE TEL (360) 699.4403 PORTLAND (503) 222.6001 FAX (360) 699.4485 PATRIFP099CF SPOKANE, WA OFFICE TEL (509) 926.3428 FAX (509) 926.3708 BUILDING A Hydraulic Calculations 17021 103rd AVENUE SE YELM, WA 98597 Patriot Project No. 17-0575 Submitted To: City of Yelm General Contractor Exxel Pacific PATRIOT FIRE PROTECTION, INC. 2707 70TH AVE E TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR NISQUALLY LANDING 4-Head Calculation Building A FILE NUMBER: 17-0575 DATE: JUN 30, 2022 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Residential 13R DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 4 heads COVERAGE PER SPRINKLER: 16’ x 16’ NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 53.3 gpm TOTAL WATER REQUIRED (including hose): 53.3 gpm FLOW AND PRESSURE (@ BOR): 53.3 gpm @ 36.5 psi SPRINKLER ORIFICE SIZE: 4.9 K-Factor NAME OF CONTRACTOR: Patriot FIre Protection, Inc. DESIGN/LAYOUT BY: JOSEPH JOHNSON AUTHORITY HAVING JURISDICTION: City of Yelm CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 6/30/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A WATER SUPPLY ANALYSIS Static: 53.00 psi Resid: 47.00 psi Flow: 1160.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A1 2 B LEGEND 1 Available pressure 52.98 psi @ 53.3 gpm 2 Required pressure 43.52 psi @ 53.3 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 6/30/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A 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) CITY 53.0 47.0 1160.0 53.0 53.3 43.5 Available pressure is 9.5 psi (18%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 53.3 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 0.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 53.3 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE NOTES (FT) (PSI) (GPM) S1 30.0 K= 4.90 7.4 13.3 S2 30.0 K= 4.90 7.0 13.0 S2A 30.0 - - - - 7.4 - - - S3 30.0 K= 4.90 7.8 13.7 S4 30.0 K= 4.90 7.4 13.3 S4A 30.0 - - - - 7.7 - - - A41 30.0 - - - - 7.7 - - - A42 30.0 - - - - 8.0 - - - A43 30.0 - - - - 8.2 - - - A44 30.0 - - - - 17.7 - - - A45 30.0 - - - - 20.4 - - - A10 9.7 - - - - 31.2 - - - TR 8.7 - - - - 32.8 - - - FLG 0.5 - - - - 36.5 - - - DD2 -4.0 - - - - 38.5 - - - DD1 -4.0 - - - - 43.5 - - - CITY -4.0 SOURCE 43.5 53.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 6/30/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A NFPA PIPE DATA Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 1 Source 0.0 2E:44.0 40.00 140 0.0 CITY -4.0 43.5 53.3 DD2 D6.000 T:47.0 96.00 0.0 DD1 -4.0 43.5 53.3 6.280 G: 5.0 136.00 0.000 0.0 Pipe: 2 0.0 Fixed Pressure Loss Device DD1 -4.0 43.5 53.3 FLG 5.0 psi, 53.3 gpm DD2 -4.0 38.5 53.3 Pipe: 3 0.0 0.0 240.83 140 2.0 DD2 -4.0 38.5 53.3 TR D6.000 4E:88.0 88.00 1.9 FLG 0.5 36.5 53.3 6.280 328.83 0.000 0.0 Pipe: 4 0.0 0.0 8.16 150 3.7 FLG 0.5 36.5 53.3 A10 F2.000 ---- 0.00 3.5 TR 8.7 32.8 53.3 2.003 8.16 0.023 0.2 Pipe: 5 0.0 0.0 5.75 150 1.6 TR 8.7 32.8 53.3 A45 F1.500 3E:12.0 12.00 0.4 A10 9.7 31.2 53.3 1.598 17.75 0.068 1.2 Pipe: 6 0.0 0.0 20.34 150 10.8 A10 9.7 31.2 53.3 A44 F1.500 T: 8.4 8.40 8.8 A45 30.0 20.4 53.3 1.598 28.74 0.068 2.0 Pipe: 7 0.0 0.0 23.25 150 2.7 A45 30.0 20.4 53.3 A43 F1.500 2E: 8.0 16.40 0.0 A44 30.0 17.7 53.3 1.598 T: 8.4 39.65 0.068 2.7 Pipe: 8 0.0 13.3 S4A 140.50 150 9.5 A44 30.0 17.7 40.0 A42 F1.500 ---- 0.00 0.0 A43 30.0 8.2 53.3 1.598 140.50 0.068 9.5 Pipe: 8A 0.0 13.7 S3 3.25 150 0.1 A43 30.0 8.2 26.3 A41 F1.500 ---- 0.00 0.0 A42 30.0 8.0 40.0 1.598 3.25 0.040 0.1 Pipe: 9 0.0 13.3 S1 9.25 150 0.3 A42 30.0 8.0 13.0 S2A F1.500 T: 8.4 8.40 0.0 A41 30.0 7.7 26.3 1.598 17.65 0.018 0.3 Pipe: 10 0.0 0.0 7.25 150 0.4 A43 30.0 8.2 13.3 S4 F1.000 T: 6.0 6.00 0.0 S4A 30.0 7.7 13.3 1.101 13.25 0.032 0.4 Pipe: 10A 4.90 13.3 Disch 3.25 150 0.4 S4A 30.0 7.7 0.0 F1.000 E: 2.5 8.50 0.0 S4 30.0 7.4 13.3 1.101 T: 6.0 11.75 0.032 0.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 6/30/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A Pipe Tag K-fac Add Fl Add Fl To Fit: L C (Pt)Frm Node El (ft) PT (q) Node/ Nom ID Eq.Ln. F (Pe) NotesTo Node El (ft) PT Tot.(Q) Disch Act ID (ft.) T Pf/ft. (Pf) Pipe: 11 4.90 13.7 Disch 1.50 150 0.3 A42 30.0 8.0 0.0 F1.000 T: 6.0 6.00 0.0 S3 30.0 7.8 13.7 1.101 7.50 0.034 0.3 Pipe: 12 0.0 0.0 11.50 150 0.4 A41 30.0 7.7 13.0 S2 F1.000 ---- 0.00 0.0 S2A 30.0 7.4 13.0 1.101 11.50 0.031 0.4 Pipe: 12A 4.90 13.0 Disch 2.00 150 0.3 S2A 30.0 7.4 0.0 F1.000 E: 2.5 8.50 0.0 S2 30.0 7.0 13.0 1.101 T: 6.0 10.50 0.031 0.3 Pipe: 13 4.90 13.3 Disch 5.50 150 0.3 A41 30.0 7.7 0.0 F1.000 2E: 5.0 5.00 0.0 S1 30.0 7.4 13.3 1.101 10.50 0.032 0.3 NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 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 0.005 gpm and a maximum imbalance at any node of 0.076 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 8.5 ft/sec at pipe 6. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 52.97 psi with a flow of 63.55 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 6/30/2022Y LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A PAGE: D MATERIAL: DIRON HWC: 140Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 PATRIOT FIRE PROTECTION, INC. 2707 70TH AVE E TACOMA, WA 98424 HYDRAULIC CALCULATIONS FOR NISQUALLY LANDING SINGLE Head Calculation Building A FILE NUMBER: 17-0575 DATE: JUL 1, 2022 -DESIGN DATA- OCCUPANCY CLASSIFICATION: Residential 13R DENSITY: .05 gpm/sq. ft. AREA OF APPLICATION: 1 heads COVERAGE PER SPRINKLER: 20’ x 20’ NUMBER OF SPRINKLERS CALCULATED: 1 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 20.0 gpm TOTAL WATER REQUIRED (including hose): 20.0 gpm FLOW AND PRESSURE (@ BOR): 20 gpm @ 33.8 psi SPRINKLER ORIFICE SIZE: 4.9 K-Factor NAME OF CONTRACTOR: Patriot FIre Protection, Inc. DESIGN/LAYOUT BY: JOSEPH JOHNSON AUTHORITY HAVING JURISDICTION: City of Yelm CONTRACTOR CERTIFICATION NUMBER: PATRIFP099CF CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 64620537 ) HRS SYSTEMS, INC. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2DATE: 7/1/2022LY LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ’D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) CITY 53.0 47.0 1160.0 53.0 20.0 40.7 Available pressure is 12.3 psi (23%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 20.0 GPMTOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPMOTHER HOSE STREAM ALLOWANCES 0.0 GPMTOTAL DISCHARGE FROM ACTIVE SPRINKLERS 20.0 GPM NODE ANALYSIS DATANODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) S10 30.0 K= 4.90 16.7 20.0A41 30.0 - - - - 18.2 - - -A42 30.0 - - - - 18.4 - - -A43 30.0 - - - - 18.5 - - -A44 30.0 - - - - 20.0 - - -A45 30.0 - - - - 20.5 - - -A10 9.7 - - - - 29.6 - - -TR 8.7 - - - - 30.2 - - -FLG 0.5 - - - - 33.8 - - -DD2 -4.0 - - - - 35.7 - - -DD1 -4.0 - - - - 40.7 - - -CITY -4.0 SOURCE 40.7 20.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3DATE: 7/1/2022LY LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A 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 20.0 6.280 PL 40.00 PF 0.0CITY -4.0 SRCE 40.7 (N/A) 0.2 140 FTG 2ETG PE 0.0DD1 -4.0 0.0 40.7 0.0 0.000 TL 136.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICEDD1 -4.0 0.0 40.7 0.0 5.0 psi, 20.0 gpmDD2 -4.0 0.0 35.7 0.0 Pipe: 3 20.0 6.280 PL 240.83 PF 0.0DD2 -4.0 0.0 35.7 0.0 0.2 140 FTG 4E PE -1.9FLG 0.5 0.0 33.8 0.0 0.000 TL 328.83 PV Pipe: 4 20.0 2.003 PL 8.16 PF 0.0FLG 0.5 0.0 33.8 0.0 2.0 150 FTG ---- PE -3.5TR 8.7 0.0 30.2 0.0 0.004 TL 8.16 PV Pipe: 5 20.0 1.598 PL 5.75 PF 0.2TR 8.7 0.0 30.2 0.0 3.2 150 FTG 3E PE -0.4A10 9.7 0.0 29.6 0.0 0.011 TL 17.75 PV Pipe: 6 20.0 1.598 PL 20.34 PF 0.3A10 9.7 0.0 29.6 0.0 3.2 150 FTG T PE -8.8A45 30.0 0.0 20.5 0.0 0.011 TL 28.74 PV Pipe: 7 20.0 1.598 PL 23.25 PF 0.4A45 30.0 0.0 20.5 0.0 3.2 150 FTG 2ET PE 0.0A44 30.0 0.0 20.0 0.0 0.011 TL 39.65 PV Pipe: 8 20.0 1.598 PL 140.50 PF 1.6A44 30.0 0.0 20.0 0.0 3.2 150 FTG ---- PE 0.0A43 30.0 0.0 18.5 0.0 0.011 TL 140.50 PV Pipe: 8A 20.0 1.598 PL 3.25 PF 0.0A43 30.0 0.0 18.5 0.0 3.2 150 FTG ---- PE 0.0A42 30.0 0.0 18.4 0.0 0.011 TL 3.25 PV Pipe: 9 20.0 1.598 PL 9.25 PF 0.2A42 30.0 0.0 18.4 0.0 3.2 150 FTG T PE 0.0A41 30.0 0.0 18.2 0.0 0.011 TL 17.65 PV Pipe: 13 20.0 1.101 PL 18.00 PF 1.6A41 30.0 0.0 18.2 0.0 6.7 150 FTG 2E PE 0.0S10 30.0 4.9 16.7 20.0 0.068 TL 23.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4DATE: 7/1/2022LY LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A NOTES (HASS): (1) Calculations were performed by the HASS 8.8 R4 D computer program in accordance with NFPA13 (2019) under license no. 64620537 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 0.008 gpm and a maximum imbalance at any node of 0.087 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 6.7 ft/sec at pipe 13. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) Available pressure at source node CITY under full flow conditions is 52.99 psi with a flow of 25.26 gpm. (6) PIPE FITTINGS TABLE HASS Pipe Table Name: standard.pip PAGE: D MATERIAL: DIRON HWC: 140Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N F Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee F45Ell 6.280 22.00 47.00 14.00 51.00 16.00 5.00 47.00 11.00 PAGE: F MATERIAL: CPVC HWC: 150Diameter Equivalent Fitting Lengths in Feet (in) F E T R K C G F45 Ell Tee RunT Kplg ChkVlv Gate 1.101 1.40 2.50 6.00 1.70 1.00 8.00 0.40 1.598 2.10 4.00 8.40 2.70 1.00 14.00 1.00 2.003 2.60 5.70 12.00 4.00 1.00 17.00 1.50 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5DATE: 7/1/2022LY LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A WATER SUPPLY ANALYSIS Static: 53.00 psi Resid: 47.00 psi Flow: 1160.0 gpm -14.7 0.0 10.0 20.0 30.0 40.0 50.0 60.0 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results G A U G E P R E S S U R E ( p s i ) A1 2 B LEGEND 1 Available pressure 53.00 psi @ 20.0 gpm 2 Required pressure 40.74 psi @ 20.0 gpm A. Source Supply Curve B. System Demand Curve SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6DATE: 7/1/2022LY LANDING\DOCUMENTS\HYDRAULIC CALCULATIONS\NISQUALLY A.SDFJOB TITLE: NISQUALLY A WATER SUPPLY CURVE 60+ | | | 55+ | 0\\\\\ | \\\\\\ 50+ \\\\\\ | \\\\\\ | * <-47.0 psi @ 1160 gpm | Flow Test Point 45+ | | X P 40+ R | E | S | S 35+ U | R | E | 30+ ( | P | S | I 25+ ) | | | 20+ | | | 15+ | | |============================== 10+ LEGEND " | " | X = Required Water Supply " | 40.74 psi @ 20.0 gpm " 5+ " | 0 = Available Water Supply " | 53.00 psi @ 20.0 gpm " | " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)