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HomeMy WebLinkAboutHYDRAULIC - SPRINKLER SPECS'Commons at ODeander O�eander Ave. 'Fort Pierce, FL 34982 HYDRAULIC CALCULATIONS and SPRINKLER SPECs ' DATE: 12/28/21 ARCHITECT - FIRE SPRINKLER CONTRACTOR: Z1o9,u��3 Charette International Architecture, Inc. AMERICAN EAGLE FIRE PROTECTION, INC. PI! C < '50 lom Lul k 03 A 351 7, i� 106 878 ELL E e6--(AA 61"?,10MI 876- mmYA o, n M rN -rko W -w % j A 14 L '3590 7 v OIL 11 ZZ, S� �;�myjhf- �ZW- 4j"t fzd LU 'U4 z T-� �Ca r 7 - "L Ni, A 3601 Xzl All itrJ iG j. "5 RE tl�36q5 k� 4 it �,3606 R11 341 7 �01 ri - - "7�-4 J 0 V 05 LLJ `ILI F V516 K�-illi Z, THIS MAP IS INTENDED FOR REPRESENTING APPROXIMATE LOCATION OF EXISTING HYDRANTS AND ANY ASSOCIATED FLOW TEST DATA. IT IS NOT INTENDED TO BE USED A GRAPHICAL REPRESENTATION OF EXISTING UTILITIES FOR DESIGN. FOR RECORD DRAWING INFORMATION, PLEASE CONTACT THE FORT PIERCE UTILITIES WATER, WASTEWATER &GAS ENGINEERING DEPARTMENT AT (772) 466-1600 x3401 OR THE ADDRESS LISTED BELOW FOR AS -BUILT RECORD DRAWINGS. Testt Date: Flow Hydrant No. Pressure Hydrant No. 1 Pressure Hydrant No. 2 Legend N 12J28/2021 H-1065 H-1677 H-' Flow Test Hydrants Completed F E Flow Static Residual Static Residual Hydrant FPUA S Test Time: PitotGaugo P t COMMUNITY PROUD .0 8:17 AM Pressure Pressure Pressure Pressure Fire Hydrants fs­ 0 90 180 GPM - 920 70 61 N/A N/A Re um Re um PSI - 30 Watermains Feet N I Calculated Flow at 20 PSI Calculated Flo­t20 PSI Active MFortmemeumuesAuthority 0. Status lormastmater/Gas Engineering na FlowGauge is for (Gallons per Minute) (Gallons per Minute) — — — Abandoned 113 NorM 2nd street (34950) Fire Hydrant 0=91 Flow Test Map 3 F Butt 3 P� no 2112 ft 2 20 N/A ----------- Private F.1tPl— 49484191 Hy&au Cal-cuI � raCALC American Eagle Fire Protection 4711 N. Dixie Hwy Boca Raton, FL 33431 (561) 750-3698 of �4"vim PLOR�OP•�►C'��� i////FSSi�NP\ Job Name Commons at Oleander Drawing FP2-2 Location Oleander Ave., Ft. Perice, FL Remote Area 1 Contract Data File CommOleander - Calc Area 1 - 12-20-21.WXF Computer Programs by Hydratec Inc. Revision: 50.54.2 American Eagle Fire Protection Page 1 Commons,at Oleander Date 12/20/21 HYDRAULIC CALCULATIONS for Project name: Commons at Oleander Location: Oleander Ave., Ft. Pence, FL Drawing no: FP2-2 Date: 12/28/21 Design Remote area number. 1 Remote area location: Warehouse #8 Occupancy classification: Ordinary Group 2 Density. 0.20 - Gpm/SgFt Area of application: 1509 - SgFt Coverage per sprinkler: 112 - SgFt Type of sprinklers calculated. Tyco TY-FRB 1/2" 155QR Brass Upright. No. of sprinklers calculated. 16 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 615.86 - GPM @ 50.15 - Psi Type of system: Wet Treee Volume of dry or preaction system: - Gal Wate} supply information Date: 12/28/2021 Location: Oleander Ave. Hyd #1065 (Flow) Hyd #1677 (Psi) Source: Ft. Pierce Utilities Name of contractor. American Eagle Fire Protection Address: 4711 N. Dixie Hwy / / Boca Raton, FL 33431 Phone number. (561) 750-3698 Name of designer. JD Authority having jurisdiction: Ft. Pierce Notes: (include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Revision: 50.54.2 Water Supply Curve C American Eagle Fire Protection Commons at Oleander Page 2 Date 12/20/21 City Water Supply: Demand: C1 - Static Pressure : 70 D1 - Elevation 4.800 C2 - Residual Pressure: 61 D2 - System Flow : 365.858 C2 - Residual Flow 920 D2 - System Pressure : 50.150 Hose (Demand) : 250 D3 - System Demand : 615.858 Safety Margin 15.567 150 140 130 p 120 R 110 E 100 S 90 S 80 C1 U 70 R 60 C2 i 2 E 50 40 133 30 20 10 100 200 300 400 500 600 700 800 900 FLOW (NA1.85) Computer Programs by Hydratec Inc. Revision: 50.64.2 Fittings Used Summary American Eagle Fire Protection Page 3 Commons at Oleander Date 12/20/21 Fitting Legend , Abbrev. Name '/ '/. 1 1'/, 11/2 2 2Y, 3 3'/ 4 5 6 a 10 12 14 16 18 20 24 B NFPA 13 Butterfly Valve 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 E NFPA 13 90' Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 F NFPA 13 45' Elbow 1 1 1 1 2 2 3 3 3 4 5 7 9 11 13 17 19 21 24 2B G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 S NFPA 13 Sluing Check 0 0 5 7 9 11 14 16 19 22 27 32 45 55 65 T NFPA 13 90' Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3bOOSS Fitting generates a Fixed Loss Based on Flow I Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Schad 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a * show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment Al values for fittings not marked with a * will be adjusted in the calculation for CFactors olf other than 120 and diameters other than Schad 40 per NFPA. Computer Programs by Hydratec Inc. Revision: 50.54.2 Pressure /Flow Summary -STANDARD American Eagle Fire Protection Page 4 Commons at Oleander Date 12/20/21 Node No. Elevation K-Fact Pt Actual Pn Flow Actual Density Area Press Reg. 1 12.583 5.6 16.98 na 23.08 0.2 112 7.0 2 16.167 5.6 17.25 na 23.26 0.2 112 7.0 3 12.583 5.6 16.0 na 22.4 0.2 112 7.0 4 16.167 5.6 16.17 na 22.52 0.2 112 7.0 5 12.583 5.6 17.0 na 23.09 0.2 112 7.0 6 16.167 5.6 17.27 na 23.27 0.2 112 7.0 7 12.583 5.6 16.02 na 22.41 0.2 112 7.0 8 16.167 5.6 16.19 na 22.53 0.2 112 7.0 9 12.583 5.6 17.06 na 23.13 0.2 112 7.0 10 16.167 5.6 17.34 na 23.32 0.2 112 7.0 11 12.583 5.6 16.07 na 22.45 0.2 112 7.0 12 16.167 5.6 16.25 na 22.58 0.2 112 7.0 13 12.583 5.6 17.19 na 23.22 0.2 112 7.0 14 16.167 5.6 17.48 na 23.41 0.2 112 7.0 15 12.583 5.6 16.19 na 22.53 0.2 112 7.0 16 16.167 5.6 16.38 na 22.67 0.2 112 7.0 RN1 17.167 18.33 na RN2 17.167 18.35 na RN3 17.167 18.42 na RN4 17.167 18:57 na M1 16.167 22.62 na M2 16.167 22.64 na M3 16.167 22.72 na M4 16.167 22.9 na M5 16.167 30.98 na M6 11.333 33.51 na TSR 11.333 33.97 na BSR 1.0 40.13 na UG1 -3.0 42.37 na UG2 -310 43.74 na UG3 -3.0 44.2 na UG4 3.0 42.17 na UG5 3.0 46.3 na UG6 -3.0 49.47 na UG7 -3.0 49.66 na UG8 -3.0 49.98 na UG9 -3.0 51.9 na TEST 1.5 50.15 na 250.0 I I The maximum velocity is 17.89 and it occurs in the pipe between nodes RN4 and M4 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen -Williams American Eagle Fire Protection Page 5 Commons at Oleander Date 12/20/21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf *HEADS 1 12.583 5.60 23.08 1 E 2.554 11.167 120 16.982 to 0.0 2.554 -1.552 2 16.167 23.08 1.103 0.0 13.721 0.1328 1.822 Vel = 7.75 2 16.167 5.60 23.26 1.25 T 7.584 4.208 120 17.252 to 0.0 7.584 -0.433 RN1 117.167 46.34 1.448 0.0 11.792 0.1281 1.511 Vel = 9.03 0.0 RN1 46.34 18.330 K Factor= 10.82 3 12.583 5.60 22.40 1 E 2.554 11.167 120 16.000 to 0.0 2.554 -1.552 4 16.167 22.4 1.103 0.0 13.721 0.1256 1.724 Vel = 7.52 4 :16.167 5.60 22.52 1.25 2E 7.584 6.250 120 16.172 to T 7.584 15.168 -0.433 RN1 17.167 44.92 1.448 0.0 21.418 0.1210 2.591 Vel = 8.75 0.0 RN1 44.92 18.330 K Factor= 10.49 5 12.583 5.60 23.09 1 E 2.554 11.167 120 16.998 to 0.0 2.554 -1.552 6 '16.167 23.09 1.103 0.0 13.721 0.1329 1.824 Vel = 7.75 6 16.167 5.60 23.27 1.25 T 7.584 4.208 120 17.270 to 0.0 7.584 -0.433 RN2 17.167 46.36 1.448 0.0 11.792 0.1282 1.512 Vel = 9.03 0.0 RN2 46.36 18.349 K Factor = 10.82 7 12.583 5.60 22.41 1 E 2.554 11.167 120 16.015 to 0.0 2.554 -1.552 8 16.167 22.41 1.103 0.0 13.721 0.1258 1.726 Vel = 7.52 8 16.167 5.60 22.53 1.25 2E 7.584 6.250 120 16.189 to T 7.584 15.168 -0.433 RN2 17.167 44.94 1.448 0.0 21.418 0.1211 2.593 Vel = 8.76 0.0 RN2 44.94 18.349 K Factor = 10.49 9 12.583 5.60 .23.13 1 E 2.554 11.167 120 17.058 to 0.0 2.554 -1.552 10 16.167 23.13 1.103 0.0 13.721 0.1334 1.830 Vel = 7.77 10 16.167 5.60 23.32 1.25 T 7.584 4.208 120 17.336 to 0.0 7.584 -0.433 RN3 17.167 46.45 1.448 0.0 11.792 0.1286 1.517 Vel = 9.05 0.0 RN3 46.45 18.420 K Factor = 10.82 11 12.583 5.60 22.45 1 E 2.554 11.167 120 16.072 to 0.0 2.554 -1.552 12 16.167 22.45 1.103 0.0 13.721 0.1262 1.731 Vel = 7.54 12 16.167 5.60 22.58 1.25 2E 7.584 6.250 120 16.251 to T 7.584 15.168 -0.433 RN3 17.167 45.03 1.448 0.0 21.418 0.1215 2.602 Vel = 8.77 0.0 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations: Hazen -Williams American Eagle Fire Protection Commons'at Oleander Page 6 Date 12/20/21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf RN3 45.03 18.420 K Factor = 10.49 13 12.583 5.60 23.22 1 E 2.554 11.167 120 17.186 to 0.0 2.554 -1.562 14 16.167 23.22 1.103 0.0 13.721 0.1342 1.842 Vel = 7.80 14 16.167 5.60 23.41 1.25 T 7.584 4.208 120 17.476 to 0.0 7.584 -0.433 RN4 17.167 46.63 1.448 0.0 11.792 0.1297 1.529 Vel = 9.08 0.0 RN4 46.63 18.572 K Factor = 10.82 15 12.583 5.60 22.53 1 E 2.554 11.167 120 16.192 to 0.0 2.554 -1.552 16 16.167 22.53 1.103 0.0 13.721 0.1271 1.744 Vel = 7.56 16 16.167 5.60 22.67 1.25 2E 7.584 6.250 120 16.384 to T 7.584 15.168 -0.433 RN4 17.167 45.2 1.448 0.0 21.418 0.1224 2.621 Vel = 8.81 0.0 RN4 45.20 18.572 K Factor = 10.49 *RNS RN1 17.167 91.26 1.25 T 7.584 1.000 120 18.330 to 0.0 7.584 0.433 M1 16.167 91.26 1.448 0.0 8.584 0.4490 3.854 Vel = 17.78 0.0 M1 91.26 22.617 K Factor = 19.19 RN2 17.167 91.30 1.25 T 7.584 1.000 120 18.349 to 0.0 7.584 0.433 M2 16.167 91.3 1.448 0.0 8.584 0.4494 3.858 Vel = 17.79 0.0 M2 91.30 22.640 K Factor = 19.19 RN3 17.167 91.47 1.25 T 7.584 1.000 120 18.420 to 0.0 7.584 0.433. M3 16.167 91.47 1.448 0.0 8.584 0.4510 3.871 Vel = 17.82 0.0 M3 91.47 22.724 K Factor = 19.19 RN4 17.167 91.83 1.26 T 7.584 1.000 120 18.572 to 0.0 7.584 0.433 M4 16.167 91.83 1.448 0.0 8.584 0.4541 3.898 Vel = 17.89 0.0 M4 91.83 22.903 K Factor = 19.19 *MAIN M1 16.167 91.26 4 0.0 9.500 120 22.617 to 0.0 0.0 0.0 M2 16.167 91.26 4.26 0.0 9.500 _ 0.0024 0.023 Vel = 2.05 M2 16.167 91.30 4 0.0 10.000 120 22.640 to 0.0 0.0 0.0 M3 16.167 182.56 4.26 0.0 10.000 0.0084 0.084 Vel = 4.11 M3 16.167 91.47 4 0.0 10.000 120 22.724 to 0.0 0.0 0.0 M4 16.167 274.03 4.26 0.0 10.000 0.0179 0.179 Vel = 6.17 Computer Programs by Hydratec Inc. Revision: 50.54.2 Final Calculations : Hazen -Williams American Eagle Fire Protection Commons at Oleander Page 7 Date 12/20/21 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf M4 16.167 91.83 4 0.0 264.167 120 22.903 to 0.0 0.0 0.0 M5 16.167 365.86 4.26 0.0 264.167 0.0306 8.081 Vel = 8.24 M5 16.167 0.0 4 0.0 14.083 120 30.984 to 0.0 0.0 2.094 M6 11.333 365.86 4.26 0.0 14.083 0.0305 0.430 Vel = 8.24 M6 11.333 0.0 4 E 13.167 1.833 120 33.508 to 0.0 13.167 0.0 TSR 111.333 365.86 4.26 0.0 15.000 0.0306 0.459 Vel = 8.24 TSR 111.333 0.0 4 B 15.8 10.333 120 33.967 to S 28.968 44.768 4.475 BSR 1 365.86 4.26 0.0 55.101 0.0306 1.686 Vel = 8.24 BSR 1 0.0 4 E 14.534 4.000 140 40.128 to 0.0 14.534 1.732 UG1 .-3 365.86 4.1 0.0 18.534 0.0277 0.514 Vel = 8.89 UG1 -3 0.0 4 G 3.186 50.917 150 42.374 to 0.0 3.186 0.0 UG2 1-3 365.86 4.07 0.0 54.103 0.0253 1.368 Vel = 9.02 UG2 1-3 0.0 4 E 15.932 2.292 150 43.742 to 0.0 15.932 0.0 UG3 j-3 365.86 4.07 0.0 18.224 0.0252 0.460 Vel = 9.02 UG3 -3 0.0 4 E 14.534 6.000 140 44.202 to 0.0 14.534 -2.599 UG4 13 365.86 4.1 0.0 20.534 0.0278 0.570 Vel = 8.89 UG4 3 0.0 4 E 13.167 6.000 120 42.173 to Zaf 0.0 13.167 3.545 * * Fixed Loss = 3.545 UG5 13 365.86 4.26 0.0 19.167 0.0306 0.586 Vel = 8.24 UG5 3 0.0 4 E 14.534 6.000 140 46.304 to 0.0 14.534 2.599 UG6 1-3 365.86 4.1 0.0 20.534 0.0277 0.568 Vel = 8.89 UG6 -3 0.0 4 G 3.186 4.250 150 49.471 to 0.0 3.186 0.0 UG7 1-3 365.86 4.07 0.0 7.436 0.0253 0.188 Vel = 9.02 UG7 -3 0.0 4 F 6.373 6.417 150 49.659 to 0.0 6.373 0.0 UG8 -3 365.86 4.07 0.0 12.790 0.0253 0.324 Vel = 9.02 UG8 1-3 0.0 4 F 6.373 69.333 150 49.983 to 0.0 6.373 0.0 UG9 -3 365.86 4.07 0.0 75.706 0.0253 1.913 Vel = 9.02 UG9 -3 0.0 6 G 3.834 5.125 150 51.896 to T 38.342 42.176 -1.949 TEST 1.500 365.86 5.86 0.0 47.301 0.0043 0.203 Vel = 4.35 250.00 Qa = 250.00 TEST 615.86 50.150 K Factor = 86.97 Computer Programs by Hydratec Inc. Revision: 50.54.2