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HomeMy WebLinkAboutREVISION t IIr� I I . I OFFICE USE ONLY: DATE FILED: SCANNED PERMIT# REVISION FEE: RECEIPT# PLANNINIG &DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE,FL 34982.5652 (772)462.1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: Ujyce-c- S-S31 S, us 14:r o4&: Z o,2T ST. c oc 2-C DETAILED DESCRIPTION OF PROJECT REVISIONS: � isrhlnpC p F 2'REi S�R Z�+►;L��I2 /JIAJ `.� S'f- TS, • R< RfGrt/tQEO �G,Z Z/vYAEctta�v c,/a•Ra CONTRACTOR INFORMATION: � I STATE of FL REG./CERT. #: ST. LUCIE CO CERT.#: BUSINESS NAME: /rE COS SyR�CT 2t�'' QUALIFIERS NAME: Z-u Kf /yizo,2E�C ADDRESS: -76 o7 c orzhz O�z CITY: W. r fGr3aLRiutc STATE:I /=-e ZIP: 3 9 PHONE (DAYTIME): FAX: OWNER/BUILDER INFORMATION: NAME: ADDRESS: I CITY: STATE: ZIP: PHONE (DAYTIME: FAX: ARCHITECT/ENGINEER INFORMATIONI NAME: CC z K-0lz J u^,KK ADDRESS: /6 of G-AwDfX GOvC-I l AAe Agr P CITY: /?),I Y-n4kc^.s STATE: lL� ZIP: PHONE(DAYTIME): )- $O S - Fr&3.9 'I FAX: a . SLCCC: 9123109 ,.•' .. III '�� Revised 06130/17 I RUNKEL ENGINEERING, L.L.0 MECHANICAL CONSTRUCTION ENGINEERING DESIGN, 'r COMM SSIONING AND ENERGY PERFORMANCE 1 y, I January 13, 2017 Port St. Lucie Fire Department 5160 NW Milner Drive, Port St. Lucie, FL 34983 To: THE AUTHORITY HAVI G JURISICITION, RE: UNCLE'S BOB SELF STORAGE SPRINKLER CALCULATIONS Dear Sir: Based on the water flow test o in November 8, 2016; there is adequate city water pressure to support proposed fire protection system. Please advise of any questions. Sincerely „o No.41180 W-_ B. P, kel, P.E L PE Digitally signed -4 801_ •l1 STATE OF y'`CI ifford byClifford cipa 0 t �� %'Runkel /�Datc-.- 17.01.13 Runkel 18.46:33-05'00' Z� ti i 1801 Gander Cove Lane,Apartment 11 MATTHEWS, NORTH CAROLINA 28105 MOBILE:, (321)508-8836 E-MA1L:c1ifrunk@aoLcom . . . Fire Protection by Computer Design Coleman Fire Protection Inc 2907 Dusa Drive -Melbourne, Florida 32934 - < 321-914-0861 Job Name Uncle Bobs St Lucie Building Location STORAGE - System 1 Contract Data File Uncle Bobs St Lucie Area 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 .Coleman Fire Protection Inc Page 1 Uncle Bobs St Lucie Date 1-11-17 HYDRAULIC CALCULATIONS for Project name: Uncle Bobs St Lucie Location STORAGE Drawing no: Date: 1-11-17 Design . Remote area number. 1 Remote area location: STORAGE Occupancy classification: ORDINARY G OUP 2 Density: .20-Gpm/SgFt Area of application: 1063-SgFt Coverage per sprinkler: 130-SgFt Type of sprinklers calculated: STANDAR SPRAY UPRIGHT No. of sprinklers calculated. 11 In-rack demand: N/A-GPM Hose streams: 250-GPM Total water required(including hose streams): 531.443-GPM @ 53.2532 -Psi Type of system: WET I Volume of dry or preaction system: N/A- al Water supply information Date: 11-8-16 Location: U.S. HIGHWAY 1 Source: CITY OF PORT ST. LUCIE Name of contractor. Coleman Fire Protection Inc Address: 2907 Dusa Drive/ /Melbourne, Florida 32934 Phone number. 321=914-0861 Name of designer. CJL Authority having jurisdiction.- Notes: (Include peaking information or gridded syste s here.) Computer Programs by Hydratec Inc. Route I I I Windham N.H. USA 03087 Water Supply Curve C Coleman Fire Protection Inc Page 2 Uncle Bobs St Lucie Date 1-11-17 City Water Supply: Demand: C1 -Static Pressure 65 D1 -Elevation : 5.279 C2-Residual Pressure: 60 D2-System Flow : 281.443 C2-Residual Flow 1250 D2-System Pressure 53.253 Hose ( Demand) : 250 D3-System Demand : 531.443 Safety Margin 10.719 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C2 R 60 D2 E 50 D3 40 30 20 10 200 400 600 800 1000 1'200 1400 1600 1800 FLOW N ^ 1.85) Computer Programs by Hydratec Inc. Route 11,1 Windham N.H. USA 03087 Flow Diagram Coleman Fire Protection Inc Page 3 Uncle Bobs St Lucie Date 1-11-17 , 40.1 75.3 113.6 130.7 138.3 140.7 142.8 149.7 165.8 195.6 281.4 531.4 1 <- 2 <- 3 F4 F5 <- 6 f- 7 F8 F9 <- 10 F11 <- 12 F13 F14 4- 15 <- 16 <-. 17 F 18 <-- 19 <- 20 E- TORc- BORc- HOSE COAW TEST 40.1 100 123.7 135.4 139.9 141.4 145.4 156.3 178.7 281.4 281.4 531.4 15.7 32.6 82.2 181.4 157.8 146 - 141.6 140.1 136.1 125.1 102.8 69.3 42.1 19.2 8.9 19.2 1 -+ 21 F 22 F 23 <- 24 <- 25 F- 26 27 F-28 <-29 <-30 <- 31 <- 32 F 33 <-34 F 35 i-36 <- 37 t-38 F-39 E-40 F 41 <-.42 <-43 E-44 45 <-46 <- 47 <-48 <-49 <-- 50 <- 51 8.5 57.9 149.7 167.8 150.7 143.1 140.8 138.7 131.8 115.7 85.8 54.9 30.4 8.9 8.9 30.4 54.9 85.8 51 <- 52 <- 53 F 54 <- 55 F-. 20 42.1 69.3 24.3 56 <- 24 T 1 82.2 24.E 16.7 35.2 57 F- 25 -� 58 -)� 59 <- 60 F 3 42.9 9.1 31.7 24.7 26 -> 61 -> 62 F-4 T 3.6 1 181.4 1 13.6 27 <- 5 T T 1 1671.8 113.6 1 101 28 <- 6 _ T T - - -- - -1- -1571:8" 123.7 1 7.11 29 <- 7 T T I 15q.7 130.7 1 4.71 30 +- 8 T T I 14q 135.4 1 2.91 31 <- 9 T T 1 144.1 138.3 1 1.61 32 <- 10 T T 1 1411.6 139.9 1 0.81 33 <- 11 T T I 14q.8 140.7 1 0.71 34 <- 12 T T I 14q.1 141.4 1 1.41 35 <- 13 T T 1 134.7 142.8 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Diagram Coleman Fire Protection Inc Page 4 Uncle Bobs St Lucie Date 1-11-17 1 2.61 36 <- 14 T T I 13Q.1 145.4 1 4.31 37 <- 15 T T 1 1311.8 149.7 1 6.61 38 <- 16 T T I 12q.1 156.3 1 9.51 39 F 17 T T I 11q.7 165.8 1 12.? 40 <- 18 T T 1 104.8 178.7 1 171 41 F 19 T 1 85.8 1 16.5 42 <- 55 T I ' I 69.; 69.3 I 14.4. 43 <- 54 T I 1 54.$ 54.9 1 12A 44 <- 53 T I 1 42.1 42.1 1 11.$ 45 <- 52 T I I 30.f 30.4 1 111 46 <- 51 T I 1 19.? 19.2 1 10.E 47 F 50 Computer Programs by Hydratec Inc. Route 11,1 Windham N.H. USA 03087 Fittings Used Summary ' Coleman Fire Protection Inc Page 5 Uncle Bobs St Lucie Date 1-11-17 , Fitting Legend Abbrev. Name '/ % 1 1% 1% 2 2'/ 3 3'/ 4 5 6 8 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 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 T NFPA 13 90'Flowthru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Zaf Ames 3000SS Fitting generates a Fixed Loss Based on Flow Zid Wilkins 350DA Fitting generates a Fixed Loss Based on Flow 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 Sched 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. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Coleman Fire Protection Inc Page 6' Uncle Bobs St Lucie Date 1-11-17 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 1 12.19 8 9.3 na 24.4 0.2 122 7.0 2 9.76 15.42 na 3 9.76 15.47 na 4 9.76 15.64 na 5 9.76 15.93 na 6 9.76 16.3 na 7 9.76 16.72 na 8 9.76 17.2 na 9 9.76 17.7 na 10 9.76 18.23 na 11 9.76 18.76 na 12 9.76 19.3 na 13 9.76 19.85 na 14 9.76 20.41 na 15 9.76 20.98 na 16 9.76 21.59 na 17 9.76 22.25 na 18 9.76 22.98 na 19 9.76 23.82 na 20 9.76 24.12 na TOR 9.54 30.74 na BOR -3.0 40.5 na HOSE -3.0 45.8 na 250.0 CONN -3.0 46.07 na TEST 0.0 53.25 na 21 12.41 8 9.13 na 24.18 0.2 48 7.0 22 12.51 8 9.1 na 24.14 0.2 36 7.0 23 12.17 8 9.98 na 25.27 0.2 97 7.0 24 12.27 11.23 na 25 12.27 11.44 na 26 12.77 12.87 na 27 12.77 13.73 na 28 12.77 14.48 na 29 12.77 15.15 na 30 12.77 15.77 na 31 12.77 16.35 na 32 12.77 16.91 na 33 12.77 17.45 na 34 12.77 18.0 na 35 12.77 18.53 na 36 12.77 19.06 na 37 12.77 19.57 na 38 12.77 20.05 na 39 12.77 20.49 na 40 12.77 20.86 na 41 12.77 21.17 na 42 12.77 21.38 na 43 12.77 21.53 na 44 12.77 21.63 na 45 12.77 21.68 na 46 12.77 21.72 na 47 12.27 21.97 na 48 12.27 21.97 na 49 9.76 23.62 na 50 9.76 23.63 na 51 9.76 23.64 na 52 9.76 23.67 na 53 9.76 23.73 na 54 9.76 23.83 na 55 9.76 23.97 na 56 12.4 8 9.26 na 24.35 0.2 96 7.0 57 12.4 8 9.44 na 24.58 0.2 96 7.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 1 Row Summary - Standard .Coleman Fire Protection Inc Page 7 Uncle Bobs St Lucie Date 1-11-17 Node Elevation K-Fact �Pt Pn Flow Density Area Press No. Actual Actual Reg. I i 58 12.17 8 1�0.74 na 26.21 0.2 96 7.0 59 12.41 8 10.44 na 25.85 0.2 118 7.0 60 12.1 8 16.61 na 26.06 0.2 118 7.0 61 12.53 8 12.37 na 28.13 0.2 127 7.0 62 12.21 8 125 na 28.28 0.2 127 7.0 The maximum velocity is 16.56 and it occurs in the pipe between nodes 20 and TOR I �I ,I i 1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Coleman Fire Protection Inc Page 8 Uncle Bobs St Lucie Date 1-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 40.10 1.682 T 9.9 97.280 9.302 K Factor=8.00 to 120.0 0.0 9.900 1.052 2 40.1 0.0473 0.0 107.180 5.068 Vel= 5.79 2 0.0 2.635 0.0 9.670 15.422 to 120.0 0.0 0.0 0.0 3 40.1 0.0054 0.0 9.670 0.052 Vel= 2.36 3 35.20 2.635 0.0 10.040 15.474 to 120.0 0.0 0.0 0.0 4 75.3 0.0170 0.0 10.040 0.171 Vel= 4.43 4 24.72 2.635 0.0 10.000 15.645 to 120.0 0.0 0.0 0.0 5 100.02 0.0288 0.0 10.000 0.288 Vel = 5.88 5 13.60 2.635 0.0 10.000 15.933 to 120.0 0.0 0.0 0.0 6 113.62 0.0365 0.0 10.000 0.365 Vel = 6.68 6 10.04 2.635 0.0 10.000 16.298 to 120.0 0.0 0.0 0.0 7 123.66 0.0426 0.0 10.000 0.426 Vel = 7.28 7 7.08 2.635 0.0 10.000, 16.724 to 120.0 0.0 0.0 0.0 8 130.74 0.0473 0.0 10.000 0.473 Vel = 7.69 8 4.70 2.635 0.0 10.000 17.197 to 120.0 0.0 0.0 0.0 9 135.44 0.0505 0.0 10.000 0.505 Vel = 7.97 9 2.88 2.635 0.0 10.000 17.702 to 120.0 0.0 0.0 0.0 10 138.32 0.0525 0.0 10.000 0.525 Vel = 8.14 10 1.56 2.635 0.0 10.000 18.227 to 120.0 0.0 0.0 0.0 11 139.88 0.0536 0.0 10.000 0.536 Vel = 8.23 11 0.79 2.635 0.0 10.000 18.763 to 120.0 0.0 0.0 0.0 12 140.67 0.0542 0.0 10.000 0.542 Vel = 8.28 12 0.70 2.635 0.0 10.000 19.305 to 120.0 0.0 0.0 0.0 13 141.37 0.0546 0.0 10.000 0.546 Vel= 8.32 13 1.39 2.635 0.0 10.000 19.851 to 120.0 0.0 0.0 0.0 14 142.76 0.0557 0.0 10.000 0.557 Vel = 8.40 14 2.60 2.635 0.0 10.000 20.408 to 120.0 0.0 0.0 0.0 15 145.36 0.0575 0.0 10.000 0.575 Vel= 8.55 15 4.33 2.635 0.0 10.000 20.983 to 120.0 0.0 0.0 0.0 16 149.69 0.0608 0.0 10.000 0.608 Vel = 8.81 16 6.61 2.635 0.0 10.000 21.591 to 120.0 0.0 0.0 0.0 17 156.3 0.0658 0.0 10.000 0.658 Vel = 9.20 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams .Coleman Fire Protection Inc Page 9 Uncle Bobs St Lucie Date 1-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn I 17 9.45 2.635 0.0 10.000 22.249 to 120.0 0.0 0.0 0.0 18 165.75 0.0733 0.0 10.000 0.733 Vel = 9.75 18 12.91 2.635 0.0 10.000 22.982 to 120.0 0.0 0.0 0.0 19 178.66 0.0843 0.0 10.000 0.843 Vel = 10.51 19 16.99 2.635 0.0 3.000 23.825 to 120.0 0.0 0.0 0.0 20 195.65 0.0997 0.0 3.000 0.299 Vel= 11.51 20 85.79 2.635 T 16.474 I8.690 24.124 to 120.0 E 8.237 24.711 0.095 TOR 281.44 0.1954 0.0 33.401 6.525 Vel= 16.56 TOR 0.0 2.635 B 9.61 12.540 30.744 to 120.0 0.0 9.610 5.431 BOR 281.44 0.1954 0.0 2i150 4.328 Vel = 16.56 BOR 0.0 4.07 6E 95.593 k,850 40.503 to 150.0 T 31.864 130.843 2.413 **Fixed Loss=2.413 HOSE 281.44 0.0156 G 3.186 185.493 2.886 Vel = 6.94 Zaf 0.0 HOSE 250.00 5.86 E 17.893 13.000 45.802 Qa=250 to 150.0 0.0 17.893 0.0 CONN 531.44 0.0085 0.0 30.843 0.264 Vel = 6.32 CONN 0.0 7.98 6E 163.096 674.376 46.066 to 150.0 2T 105.71 280.887 5.372 ** Fixed Loss=6.671 TEST 531.44 0.0019 2G 12.081 955.257I` 1.815 Vel = 3.41 Zid 0.0 0.0 531.44 ` 53.253 K Factor= 72.83 1 -15.70 1.682 0.0 8.670 9.302 to 120.0 0.0 0.0 -0.095 21 -15.7 -0.0083 0.0 8.670 -0.072 Vel = 2.27 21 24.18 1.682 0.0 3.960 9.135 K Factor= 8.00 to 120.0 0.0 0.0 -0.043 22 8.48 0.0025 0.0 3.960 0.010 Vel = 1.22 22 24.14 1.682 3E 14.849 7.680 ' 9.102 K Factor= 8.00 to 120.0 0.0 14.849 0.147 23 32.62 0.0323 0.0 22.529 0.727 Vel = 4.71 23 25.26 1.682 T 9.9 4.040 9.976 K Factor= 8.00 to 120.0 0.0 9.900 -0.043 24 57.88 0.0933 0.0 13.940 1.300 Vel = 8.36 24 24.35 2.635 0.0 10.330 1,11.233 to 120.0 0.0 0.0 0.0 25 82.23 0.0200 0.0 10.330 0.207 Vel = 4.84 25 67.49 2.635 2E 16.474 10.540 1'',1.440 to 120.0 0.0 16.474 -0.217 26 149.72 0.0608 0.0 27:014 1,.642 Vel = 8.81 26 31.70 2.635 0.0 10.000 12�865 to 120.0 0.0 0.0 0.'0 27 181.42 0.0867 0.0 10.000 0.867 Vel = 10.67 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Coleman Fire Protection Inc Page 10 Uncle Bobs St Lucie Date 1-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 27 -13.60 2.635 0.0 10.000 13.732 to 120.0 0.0 0.0 0.0 28 167.82 0.0751 0.0 10.000 0.751 Vel = 9.87 28 -10.03 2.635 0.0 10.000 14.483 to 120.0 0.0 0.0 0.0 29 157.79 0.0670 0.0 10.000 0.670 Vel = 9.28 29 -7.08 2.635 0.0 10.000 15.153 to 120.0 0.0 0.0 0.0 30 150.71 0.0615 0.0 10.000 0.615 Vel = 8.87 30 -4.71 2.635 0.0 10.000 15.768 to 120.0 0.0 0.0 0.0 31 146.0 0.0580 0.0 10.000 0.580 Vel = 8.59 31 -2.88 2.635 0.0 10.000 16.348 to 120.0 0.0 0.0 0.0 32 143.12 0.0559 0.0 10.000 0.559 Vel.= 8.42 32 -1.56 2.635 0.0 10.000 16.907 to 120.0 0.0 0.0 0.0 33 141.56 0.0548 0.0 10.000 0.548 Vel = 8.33 33 -0.78 2.635 0.0 10.000 17.455 to 120.0 0.0 0.0 " 0.0 -34 140.78 0.0542 0.0 10.000 0.542 Vel = 8.28 34 -0.71 2.635 0.0 10.000 17.997 to 120.0 0.0 0.0 0.0 35 140.07 0.0537 0.0 10.000 0.537 Vel = 8.24 35 -1.38 2.635 0.0 10.000 18.534 to 120.0 0.0 0.0 . 0.0 36 138.69 0.0528 0.0 10.000 0.528 Vel = 8.16 36 -2.61 2.635 0.0 10.000. 19.062 to 120.0 0.0 0.0 0.0 37 136.08 0.0509 0.0 10.000 0.509 Vel = 8.01 37 -4.33 2.635 0.0 10.000 19.571 to 120.0 0.0 0.0 0.0 38 131.75 0.0480 0.0 10.000 0.480 Vel= 7.75 38 -6.61 2.635 0.0 10.000 20.051 to 120.0 0.0 0.0 0.0 39 125.14 0.0436 0.0 10.000 0.436 Vel = 7.36 39 -9.45 2.635 0.0 10.000 20.487 to 120.0 0.0 0.0 0.0 40 115.69 0.0377 0.0 10.000 0.377 Vel = 6.81 40 -12.91 2.635 0.0 10.000 20.864 to 120.0 0.0 0.0 0.0 41 102.78 0.0303 0.0 10.000 0.303 Vel = 6.05 41 -16.99 2.635 0.0 10.000 21.167 to 120.0 0.0 0.0 0.0 42 85.79 0.0217 0.0 10.000 0.217 Vel = 5.05 42 -16.51 2.635 0.0 10.000 21.384 to 120.0 0.0 0.0 0.0 _ 43 69.28 0.0146 0.0 10.000 0.146 Vel =. 4.08 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams .Coleman Fire Protection Inc ' Page 11 Uncle Bobs St Lucie Date 1-11-17 Hyd. Qa Dia. Fitting ��, Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 1 11 43 -14.36 2.635 0.0 10.000 21.530 to 120.0 0.0 0.0 0.0 44 54.92 0.0096 0.0 10.000 0.096 Vel = 3.23 44 -12.80 2.635 0.0 10.000 21.626 to 120.0 0.0 0.0 0.0 45 42.12 0.0058 0.0 10.000 0.058 Vel = 2.48 45 -11.76 2.635 0.0 10.000 21.684 to 120.0 0.0 0.0 0.0 46 30.36 0.0031 0.0 10.000 0.031 Vel = 1.79 46 -11.16 2.635 2E 16.474 `10.590 21.715 to 120.0 0.0 16.474 0.217 47 19.2 0.0014 0.0 27.064 0.037 Vel = 1.13 47 -10.26 2.635 0.0 1'0.460 21.969 to 120.0 0.0 0.0 0.0 48 8.94 0.0003 0.0 10.460 0.003 Vel = 0.53 48 0.0 1.682 4T 39.599 127.'�780 21.972 to 120.0 5E 24.749 64.348 1.087 49 8.94 0.0029 0.0 192.128 0.566 Vel = 1.29 49 0.0 2.635 0.0 7.460 23.625 to 120.0 0.0 0.011 0.0 50 8.94 0.0004 0.0 7.960 0.003 Vel= 0.53 50 10.26 2.635 0.0 10.080 23.628 to 120.0 0.0 0.0 1 0.0 51 19.2 0.0013 0.0 10.080, 0.013 Vel = 1.13 51 11.16 2.635 0.0 10.000 23.641 to 120.0 0.0 0.0 0.0 52 30.36 0.0032 0.0 10.000 0.032 Vel = 1.79 52 11.76 2.635 0.0 10.000 23.673 to 120.0 0.0 0.0 0.0 53 42.12 0.0058 0.0 10.000 0.058 Vel = 2.48 53 12.80 2.635 0.0 10.000 23.731 to 120.0 0.0 0.0 I� 0.0 54 54.92 0.0095 0.0 10.000 ` 0.095 Vel= 3.23 54 14.36 2.635 0.0 10.000 23.826 to 120.0 0.0 0.0 0.0 55 69.28 0.0146 0.0 10.000 0.146 Vel = 4.08 55 16.51 2.635 0.0 7.000 23.972 to 120.0 0.0 0.0 0.0 20 85.79 0.0217 0.0 7.000 0.152 Vel = 5.05 0.0 85.79 24.124 K Factor= 17.47 56 24.35 1.049 T 5.0 5.210 �9.264 K Factor= 8.00 to 120.0 0.0 5.000 b.056 24 24.35 0.1874 0.0 10.210 1.913 Vel = 9.04 0.0 24.35 11':233 K Factor= 7.27 57 24.58 1.049 T 5.0 5.210 9.438 K Factor= 8.00 to 120.0 0.0 5.000 0.056 25 24.58 0.1906 0.0 10.210 1.946 Vel = 9.12 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Coleman Fire Protection Inc Page 12 ' Uncle Bobs St Lucie Date 1-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 25 -67.49 1.682 T 9.9 4.040 11.440 to 120.0 0.0 9.900 0.043 58 -42.91 -0.0536 0.0 13.940 -0.747 Vel = 6.20 58 26.21 1.682 2E 9.9 10.950 10.736 K Factor= 8.00 to 120.0 0.0 9.900 -0.104 59 -16.7 -0.0094 0.0 20.850 -0.195 Vel = 2.41 59 25.84 1.682 0.0 12.170 10.437 K Factor= 8.00 to 120.0 0.0 0.0 0.134 60 9.14 0.0031 0.0 12.170 0.038 Vel= 1.32 60 26.06 1.682 T 9.9 93.760 10.609 K Factor= 8.00 to 120.0 0.0 9.900 1.013 3 35.2 0.0372 0.0 103.660 3.852 Vel = 5.08 0.0 35.20 15.474 K Factor= 8.95 26 -31.70 1.682 T 9.9 9.770 12.865 to 120.0 0.0 9.900 0.104 61 -31.7 -0.0306 0.0 19.670 -0.602 Vel = 4.58 61 28.14 1.682 0.0 12.670 12.367. K Factor= 8.00 to 120.0 0.0 0.0 0.139 62 -3.56 -0.0006 0.0 12.670 -0.007 Vel = 0.51 62 28.28 1.682 T 9.9 98.010 12.499 K Factor= 8.00 to 120.0 0.0 9.900 1.061 4 24.72 0.0193 0.0 107.910 2.085 Vel = 3.57 0.0 24.72 15.645 K Factor= 6.25 27 13.60 1.682 2T 19.799 120.450 13.732 to 120.0 0.0 19.799 1.304 5 13.6 0.0064 0.0 140.249 0.897 Vel = 1.96 0.0 13.60 15.933 K Factor= 3.41 28 10.04 1.682 2T 19.799 120.450 14.483 to 120.0 0.0 19.799 1.304 6 10.04 0.0036 0.0 140.249 0.511 Vel= 1.45 0.0 10.04 16.298 K Factor= 2.49 29 7.08 1.682 2T 19.799 120.450 15.153 to 120.0 0.0 19.799 1.304 7 7.08 0.0019 0.0 140.249 0.267 Vel = 1.02 0.0 7.08 16.724 K Factor= 1.73 30 4.71 1.682 2T 19.799 120.450 15.768 to 120.0 0.0 19.799 1.304 8 4.71 0.0009 0.0 140.249 0.125 Vel = 0.68 0.0 4.71 17.197 K Factor= 1.14 31 2.88 1.682 2T 19.799 120.450 16.348 to 120.0 0.0 19.799 1.304 9 2.88 0.0004 0.0 140.249 0.050 Vel = 0.42 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ' I Final Calculations - Hazen-Williams .Coleman Fire Protection Inc I Page 13 Uncle Bobs St Lucie Date 1-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "Cl. or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. ; Total Pf Pn I 0.0 2.88 17.702 K Factor= 0.68 32 1.57 1.682 2T 19.799 120.450 16.907 to 120.0 0.0 19.799 1.304 10 1.57 0.0001 0.0 140.249 0.016 Vel = 0.23 0.0 1.57 18.227 K Factor= 0.37 33 0.78 1.682 2T 19.799 120.450 17.455 to 120.0 0.0 19.799 1.304 11 0.78 0.0 0.0 140.249 0.004 Vel = 0.11 0.0 0.78 18.763 K Factor= 0.18 34 0.71 1.682 2T 19.799 120.450 17.997 to 120.0 0.0 19.799 1.304 12 0.71 0.0 0.0 140.249 0.004 Vel = 0.10 0.0 0.71 19.305 K Factor= 0.16 35 1.38 1.682 2T 19.799 120.450 18.534 to 120.0 0.0 119.799 1.304 13 1.38 0.0001 0.0 1,40.249 0.013 Vel = 0.20 0.0 1.38 19.851 K Factor= 0.31 36 2.60 1.682 2T 19.799 1 k450 19.062 to 120.0 0.0 19.799 1.304 14 2.6 0.0003 0.0 140.249 0.042 Vel = 0.38 0.0 2.60 I 20.408 K Factor= 0.58 37 4.33 1.682 2T 19.799 126.450 19.571 to 120.0 0.0 19.799 1.304 15 4.33 0.0008 0.0 14Q.249 0.108 Vel = 0.63 0.0 4.33 I 20.983 K Factor= 0.95 38 6.61 1.682 2T 19.799 1201450 20.051 to 120.0 0.0 19.799 1.304 16 6.61 0.0017 0.0 140249 0.236 Vel= 0.95 0.0 6.61 21.591 K Factor= 1.42 39 9.45 1.682 2T 19.799 120.450 20.487 to 120.0 0.0 19.799 1.304 17 9.45 0.0033 0.0 140.249 0.458 Vel = 1.36 0.0 9.45 22.249 K Factor= 2.00 40 12.91 1.682 2T 19.799 120.450 20.864 to 120.0 0.0 19.799 1.304 18 12.91 0.0058 0.0 140.249 0.814 Vel = 1.86 0.0 12.91 22.982 K Factor= 2.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Coleman Fire Protection Inc Page 14 ' Uncle Bobs St Lucie Date 1-11-17 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 41 16.99 1.682 2T 19.799 120.450 21.167 to 120.0 0.0 19.799 1.304 19 16.99 0.0097 0.0 140.249 1.354 Vel = 2.45 0.0 16.99 23.825 K Factor= 3.48 42 16.51 1.682 2T 19.799 120.450 21.384 to 120.0 0.0 19.799 1.304 55 16.51 0.0092 0.0 140.249 1.284 Vel= 2.38 0.0 16.51 23.972 K Factor= 3.37 43 14.36 1.682 2T 19.799 120.450 21.530 to 120.0 0.0 19.799 1.304 54 14.36 0.0071 0.0 140.249 0.992 Vel= 2.07 0.0 14.36 23.826 K Factor= 2.94 44 12.80 1.682 2T 19.799 120.450 21.626 to 120.0 0.0 19.799 1.304 53 12.8 0.0057 0.0 140.249 0.801 Vel = 1.85 0.0 12.80 23.731 K Factor= 2.63 45 11.76 1.682 2T 19.799 120.450 21.684 to 120.0 0.0 19.799 1.304 52 11.76 0.0049 0.0 140.249 0.685 Vel = 1.70 0.0 11.76 23.673 K Factor= 2.42 46 11.16 1.682 2T 19.799 120.450 21.715 to 120.0 0.0 19.799 1.304 51 11.16 0.0044 0.0 140.249 0.622 Vel = 1.61 0.0• 11.16 23.641 K Factor= 2.30 47 10.26 1.682 2T 19.799 120.930 21.969 to 120.0 2E 9.9 29.699 1.087 50 10.26 0.0038 0.0 150.629 0.572 Vel= 1.48 0.0 10.26 23.628 K Factor= 2.11 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087