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Report (2) f- 4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 1/13/2020 P:\DESIGN\HASS\TEDB\1-MILLER ENG\MILLER100.SDF JOB TITLE: WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) BR2 100.0 73.0 275.0 73.0 275.1 67.8 Available pressure is 5.2 psi (7%) greater than required pressure. AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 275.1 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 175.1 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) BR2 -20.0 SOURCE 67.8 275.1 BR4 4.0 HOSE STREAM 57.3 100.0 TR4 9.0 - - - - 51.9 - - - A 9.0 - - - - 37.7 - - - B 9.0 - - - - 30.7 - - - C 9.0 - - - - 25.2 - - - 1 9.0 - - - - 32.9 - - - 2 9.0 - - - - 26.7 - - - 3 9.0 - - - - 19.6 - - - 4 9.0 - - - - 21.9 - - - 5 9.0 - - - - 16.0 - - - 101 8.4 K= 5.60 24.4 27.7 102 8.4 K=11.20 13.3 40.9 103 8.4 K=11.20 10.7 36.6 104 8.4 K=11.20 10.9 36.9 105 8.4 K=11.20 8.7 33.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 1/13/2020 P:\DESIGN\HASS\TEDB\1-MILLER ENG\MILLER100.SDF JOB TITLE: PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FFS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 275.1 4.260 PL 2.00 PF 0.0 BR2 -20.0 SRCE 67.8 (N/A) 6.2 120 FTG ---- PE -10.4 BR4 4.0 H.S. 57.3 100.0 0.018 TL 2.00 PV Pipe: 2 175.0 2.635 PL 6.00 PF 3.3 BR4 4.0 H.S. 57.3 100.0 10.3 120 FTG ETB PE -2.2 TR4 9.0 0.0 51.9 0.0 0.081 TL 41.00 PV Pipe: 3 175.0 2.709 PL 176.00 PF 14.2 TR4 9.0 0.0 51.9 0.0 9.7 120 FTG 4E PE 0.0 A 9.0 0.0 37.7 0.0 0.071 TL 200.00 PV Pipe: 6 175.0 2.067 PL 8.08 PF 4.8 A 9.0 0.0 37.7 0.0 16.7 120 FTG T PE 0.0 1 9.0 0.0 32.9 0.0 0.265 TL 18.08 PV Pipe: 7 147.4 1.610 PL 3.33 PF 2.2 1 9.0 0.0 32.9 0.0 23.2 120 FTG ---- PE 0.0 B 9.0 0.0 30.7 0.0 0.650 TL 3.33 PV Pipe: 8 69.9 1.380 PL 16.00 PF 5.6 B 9.0 0.0 30.7 0.0 15.0 120 FTG ---- PE 0.0 C 9.0 0.0 25.2 0.0 0.347 TL 16.00 PV Pipe: 9 77.4 1.380 PL 3.58 PF 4.0 B 9.0 0.0 30.7 0.0 16.6 120 FTG T PE 0.0 2 9.0 0.0 26.7 0.0 0.419 TL 9.58 PV Pipe: 10 36.6 1.049 PL 18.00 PF 7.2 2 9.0 0.0 26.7 0.0 13.6 120 FTG ---- PE 0.0 3 9.0 0.0 19.6 0.0 0.398 TL 18.00 PV Pipe: 11 69.9 1.380 PL 3.33 PF 3.2 C 9.0 0.0 25.2 0.0 15.0 120 FTG T PE 0.0 4 9.0 0.0 21.9 0.0 0.347 TL 9.33 PV Pipe: 12 33.0 1.049 PL 18.00 PF 5.9 4 9.0 0.0 21.9 0.0 12.3 120 FTG ---- PE 0.0 5 9.0 0.0 16.0 0.0 0.329 TL 18.00 PV Pipe: 13 27.7 1.049 PL 28.00 PF 8.8 1 9.0 0.0 32.9 0.0 10.3 120 FTG 2ET PE 0.3 101 8.4 5.6 24.4 27.7 0.237 TL 37.00 PV Pipe: 14 40.9 1.049 PL 23.00 PF 13.7 2 9.0 0.0 26.7 0.0 15.2 120 FTG T PE 0.3 102 8.4 11.2 13.3 40.9 0.488 TL 28.00 PV Pipe: 15 36.6 1.049 PL 23.00 PF 9.1 3 9.0 0.0 19.6 0.0 13.6 120 FTG ---- PE 0.3 103 8.4 11.2 10.7 36.6 0.398 TL 23.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 1/13/2020 P:\DESIGN\HASS\TEDB\1-MILLER ENG\MILLER100.SDF JOB TITLE: 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: 16 36.9 1.049 PL 23.00 PF 11.3 4 9.0 0.0 21.9 0.0 13.7 120 FTG T PE 0.3 104 8.4 11.2 10.9 36.9 0.404 TL 28.00 PV Pipe: 17 33.0 1.049 PL 23.00 PF 7.6 5 9.0 0.0 16.0 0.0 12.3 120 FTG ---- PE 0.3 105 8.4 11.2 8.7 33.0 0.329 TL 23.00 PV NOTES (HASS) : (1) Calculations were performed by the HASS 8.8 D computer program in accordance with NFPA13 (2016) under license no. 3808132120 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 0.070 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.2 ft/sec at pipe 7. (4) Items listed in bold print on the cover sheet are automatically transferred from the calculation report. (5) PIPE FITTINGS TABLE User Pipe Table Name: PATRIOT.PIP PAGE: A MATERIAL: Sch40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatV1v AlmChk DPV1v NPTee F 45el1 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 1.00 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 2.00 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 2.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 1/13/2020 P:\DESIGN\HASS\TEDB\l-MILLER ENG\MILLER100.SDF JOB TITLE: PAGE: S MATERIAL: SPS HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) F E T C B G A D 45E11 Ell Tee ChkVa BFV GateVa AlmVa DPV 2.709 3.00 6.00 19.00 19.00 10.00 1.00 10.00 18.00 PAGE: T MATERIAL: Sch10 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVa BFV GateVa AlmVa DPV NPTee F 45e11 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 3.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 26.00 26.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 1/13/2020 P:\DESIGN\HASS\TEDB\l-MILLER ENG\MILLER100.SDF JOB TITLE: WATER SUPPLY ANALYSIS Static: 100.00 psi Resid: 73.00 psi Flow: 275.0 gpm 120.0 LEGEND 100.0 1 N Available pressure 72.99 psi @ 275.1 gpm G A 2 q Required pressure U 80.0 _ 67.78 psi @ 275.1 gpm E 1 - P 2 A. Source Supply Curve R B. System Demand Curve E 60.0 S S U R E 40.0 ( p s i 20.0 _ B 0.0 ...._._.._ .-......_.... __._....... -14.7 1 1 1 1 1 1 I 1 60 90 120 150 180 210 240 270 300 FLOW (GPM) Note: (1) Dashed Lines indicate extrapolated values from Test Results SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 1/13/2020 P:\DESIGN\HASS\TEDB\1-MILLER ENG\MILLER100.SDF JOB TITLE: WATER SUPPLY CURVE 108+ 99* I\ I\ 90+ \ I \ I \ I \ 81+ \ I \ I \ I \ P 72+ 0 <-73.0 psi @ 275 gpm R I Flow Test Point E I X S I S 63+ U I R I E I 54+ ( P I S I I 45+ I 36+ 27+ 18+ LEGEND /I X = Required Water Supply " I 67.78 psi @ 275.1 gpm 9+ I 0 = Available Water Supply " I 72.99 psi @ 275.1 gpm 0++-+---+----+ + + + + + + 200 300 400 500 600 700 800 900 1000 FLOW (GPM) . , ' esteStat;; ee i A. ,Fire . ateCti,K rill) . p..ft °1". 'A„ � ." Weff_ .r n Za west im%sox7 ;�1 *itio iawrr H ";wn vA'v�E:a 0600 SW Oak S t. ) 1CM:/^" DELUGE YAC O R 7 7 2 ,3 `i,. wtY StO :�3 TcI j ' cows"'GI OTHER VALVE TYPE:❑ R- (/� CY .#. ,GA REgze MS WATER DR�lULIC- V■ LECTRj� � ryryryrr""��� /� No./LOCATION 4.TH VALVE�p,La ,3T. � fflfi5 Bui ing is Prot-_ STATIC WATER P S.I. l=- D gESIDUAI WATER P.S.I.�l Hydraulically es. ROALAIRSOPERATE M;=i- ,uratic Sprinkler S AIR PRESSURE ,matic AIR PRESSURE AT TRIP ff. WAME TO TRip(SEC)TER TO TEST(SEC)�,��-- 2nd Floor LOW POINTS DRAINED��.� . ;,rinklers WATELEFTRSIIIIb SEN rill ��R SEALED OR SUPERVISED r' � �� Design ANTI FREEZE TEMP(aremiimill �� O SEE SYSTEM STATUS Rai NUMBER OT, B DRAINEDS 11111 AO AREA OF DISCHARGE 900 INS ECTION BY TYPE' Dt mond ATE EZITOR ` L � ill I��r �, RCE ifit IIIII ;IMIlinar � AISSEREATTHE ,® ?�LLOWANCE 1 100 ., Classificatio ,ALARMS fi =` ,' Classificati „ f NiA 'F°rage He'. _, iiimor FIRE FLOW DATA STATIC PRESSURE: 100 PSI (4th FLR 9-22-19 INSPECTIO TAG) RESIDUAL PRESSURE: 73 wSI (2nd FLR RISER PLACARD FLOW: 275 GPM (2nd FLR RISER PLACARD) Reduced Remote Area Calculations for Use of Quick Response Heads (NFPA 13 2013;. FIGURE 11.2.3.2.3.1) • Ceiling Height 10 Feet Starting Remote Area 1500 Square feet Remote Area Reduction 40% Multiplier 60% 'New Remote Area 900 I Square feet ' 'Length of Remote Area I 36.00 I Feet