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6550 AMBROSIA LN; BLDG 10; AS140302; Permit
8/30/22, 10:43 AM AS140302 Permit Data City of Carlsbad Sprinkler Permit Permit No: AS140302 Job Address: 6550 AMBROSIA LN Permit Type: SPRINK Parcel No: 2158400300 Lot #: 0 Reference No.: Issued: 12/1/2014 PC #: Inspector: Project Title: WINDSOR AT AVIARA BLDG #10 INSTALL A NEW 13R FIRE SPRINKLER SYSTEM FOR A MULTI-FAMILY APT. BLDG. BEING RE-BUILT AFTER IT WAS DESTROYED IN THE 2014 WILDFIRE. SPRINKLER SYSTEM TO MEET THE REQUIREMENTS OF 1996 NFPA 13R AND THE REQUREMENTS OF THE LOCAL AUTHORITY HAVING JURISDICTION (CITY OF CARLSBAD FIRE DEPT). BUILDING BEING RE-BUILT TO THE STANDARDS OF ORIGINAL CONSTRUCTION IN 1999. Status: ISSUED Applied 11/24/2014 Approved: 12/1/2014 Applicant: SIMPLEX GRINNELL 3568 RUFFIN ROAD SOUTH SAN DIEGO CA 858-583-0426 Owner: SSR WESTERN MULTIFAMILY L L C 5694 MISSION CENTER RD #602-800 SAN DIEGO CA Fees ($) Add'I Fees ($) Total ($) Balance ($) 280 0 280 0 1/1 Initial _JLi& Estimated Discharge Flow: HO GPM Start Time End Time Pre-Dechiorination Residual: Post-Dechlorination Residual: (Less than 0.1 mg/L) PH within limits of 6.0 and 9.0 Carlsbad Municipal Water District Potable Water Discharge Event Report A S i4DSca Date: _LI Location: Reason for Discharge Event: Type of Event Dewatering Water Mains Note: Includes flow testing and flushing Dewatering Water Mains Unscheduled Water Discharge Clear flow path of debris, surface contaminants and/or hazardous materials. Do not remove native vegetation. Erosion control, i.e. sandbags, silt fencing, hay bales, gravel bags, decreasing the velocity of discharged water. -N/k Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. N/A Upon completion of dewatering, ensure that any sediments or silted areas are cleared. Water Sampling Performed by: Comments: Submitted by: Reviewed by: (Name & Date) (Name & Date) Flow Tct Record Test Hydrant tsJ%oP. 8 AvlA.A C&)& AMbrOLA LAt3 Location Hydrant ID No. Size Main " priv+Lip Static...............-, - - Residual.—.— Pressure. Drop.. _20 1)...... K factor for Pifi I S. o'I Flow Hvdrant(s Hydrant I iocation_30p. r• Vrop ky ) OU%% of i*L Hydrant 2 location H;drant 3 location Hydrant I Pitot 7310 PSI GPM I 007 Size of Orifice __2._S hydrant 2 Pitot PSI GPM: Size of Orifice Hydrant 35 P.itot PSI GPM:- PM Size of Orifice__________ Total:%,cvf1 (Qi) Calculated test and flow data.- .QLPD2 k = 02 PDI*k Static ..................... Desired Residual ....... .20,jfj Pressure Drop (PD 2) 5o K factor PD 2 , 2.1 I0077 x•_ J_divided by _510 equalsj_GPM at 20 psi residual Q1 PD2k PD 1k Q Comments: Test conducted for: Conducted bY:IkpL Me 'e' . ARR.% SimplexGrinnell Fire Flow Report Als 14o,c2- Winsor @ Aviara - 6610 Ambrosia Lane Carlsbad CA Simplex( Flow Hydrant: South end of property, South of Bldg #4 Gauge Hydrant: East side of property, South of Bldg #8 Leaend I Qr Flow in GPM Cd Friction loss Coefficient D diameter of opening in inches P, Pressure on Pitot in psi Qf Fire flow in GPM at 20psi P Static Pressure in psi Pr Residual Pressure in psi 9/18/2014 I 2:08 PM rinnell Taking Test: Marcus English, Nathan Harris Witness to Test: Carlsbad Public Works - Elzibita Fire Flow @ 20psi Fire Flow @ lOpsi 11651 19822 Static Pressure Residual Pressure 70 50 Hyd# Port# D Cd Qr 1 1 4 0.9 0 2 2.5 0.9 36 1007 2 1 4 0.9 0 2 2.5 0.9 0 3 1 4 0.9 0 2 2.5 0.9 0 Total GPMs flowed in test 1007 Total Fire Flow 2000 1800 1600 1400 1200 Q 1000 800 600 400 200 0 10 20 30 40 50 60 70 80 90 100 PSI SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR 8 AVIARA - LOFT - 13R SYSTEM WATER SUPPLY DATA (QE)D 10%) SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 63.0 45.0 1007.0 63.0 39.7 36.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 39.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 00 GPM OTHER HOSE STREAM ALLOWANCES 00 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 39:7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE T) (PSI) (GPM) SRC 2.0 SOURCE 36.3 39.7 UG1 -3.0 - - - - .5 - - - UG2 -3.0 - - - - 38.5 UG3 -3.0 - - - - 385 - - - UG4 -3.0 - - - - 368 - - - BOR 2.0 - - - - 345 - - - TOR 9.5 - - - - 30:3 1 9.5 - - - - 27.3 2 9.5 - - - - 270 - - - 3 9.5 - - - - 22:7 - - 4 9.5 - - - - 22 .5 5 20.0 - - - - 16.0 - - - - - - 6 20.0 - - - - 5.6 - - - 7 20 .0 - - - - 15.6 - - - 19.5 - - - - 15.8 - - - 19 .5 - - - - 15.8 - - - sviili }i eiii leffi ippIiahk etideS iid iidaid ii ftC dtlli/L ill _ ilCtI1. Tlwokkim 01,01111,kAol iiiti\ 8 20 .0 - - - - 1 ii ii a itili' or .1 hwips ld 9 20 0 - - - 15 .5 5 - - - tIiliht'iJISJiiiC tiii II' A 9 . 195 - - - - - - - - 15.7 - - - \ C CS the ci,tltraetitr or thot SO %k,1\lii , iii stilt: respiihilil\ 9B 19 5 - - - - ill ttrs se its ireroraiciltect tOt I t iiiii'lJi)C_ with tid Cti(ICS liii 10 20 0 - - - - 15 1 - - - - - - thc bills :o6c "r ttr ails ie'piiiiiilliltv liii 11 20 .0 - - - . 18 .1 - - - IteefleCs ritrft 0iiilr5lOiiS itt I1CSIICI1CC it liee Its VIeW. piall,hd1 or not toted it 12 20.0 - - - - 13 13 29.5 - - - - - - - 7:6 13A 29.0 K= 4.90 7.0 13.0 Izi )MhlN1) AIb'P( )V\l 14 29 .5 - - - - 7.6 - - 14A 29.0 - 9.0 17 20.0 18 29.5 - - - - 7.6 18A 29.0 K= 4.90 7.3 13.3 rmAa1b"*,tA 1*10 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/23/2014:\PROGRAM PILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDP JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR 8 AVIARA - LOFT - 13R SYSTEM PIPE DATA .PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(PFS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 39.7 6.400 PL 18.50 PF 0.0 SRC 2.0 SRCE 36.3 (N/A) 0.4 140 FTG ET FE 2.2 UG1 -3.0 0.0 38.5 0.0 0.000 TL 77.50 PV Pipe: 2 30.8 6.080 PL 112.00 PP 0.0 UG1 -3.0 0.0 38.5 0.0 0.3 150 FTG E2L FE 0.0 UO2 -3.0 0.0 38.5 0.0 0.000 TL 161.00 FV Pipe: 3 -9.0 6.080 PL 1372.00 PP 0.0 UG2 -3.0 0.0 38.5 0.0 0.1 150 FTG E2T6L PE 0.0 UG1 -3.0 0.0 38.5 0.0 0.000 TL 1567.00 PV Pipe: 4 39.8 6.080 FL 264.00 PP 0.0 UG2 -3.0 0.0 38.5 0.0 0.4 150 FTG L FE 0.0 UG3 -3.0 0.0 38.5 0.0 0.000 TL 278.00 PV Pipe: 5 39.8 2.000 PL 110.75 PP 1.7 UG3 -3.0 0.0 38.5 0.0 4.1 150 FTG E2L FE 0.0 UG4 -3.0 0.0 36.8 0.0 0.013 TL 124.91 PV Pipe: 6 39.8 1.985 PL 5.00 PP 0.2 UG4 -3.0 0.0 36.8 0.0 4.1 150 FTG E FE -2.2 BOR 2.0 0.0 34.5 0.0 0.014 TL 13.00 PV Pipe: 7 39.8 1.394 PL 7.50 PP 0.9 BOR 2.0 0.0 34.5 0.0 8.4 120 FTG C PE -3.2 TOR 9.5 0.0 30.3 0.0 0.116 TL 8.16 PV Pipe: 8 39.8 1.394 FL 12.50 PP 2.9 TOR 9.5 0.0 30.3 0.0 8.4 120 FTG 2E3R FE 0.0 1 9.5 0.0 27.3 0.0 0.116 TL 25.07 PV Pipe: 9 15.8 1.101 FL 3.00 PP 0.3 1 9.5 0.0 27.3 0.0 5.3 120 FTG 3R FE 0.0 2 9.5 0.0 27.0 0.0 0.067 TL 4.99 PV Pipe: 10 8.5 1.101 PL 178.00 PP 4.3 2 9.5 0.0 27.0 0.0 2.9 120 FTG E6T3R PE 0.0 3 9.5 0.0 22.7 0.0 0.021 TL 204.47 PV Pipe: 11 -7.4 1.101 PL 221.00 PP 4.3 3 9.5 0.0 22.7 0.0 2.5 120 FTG 8E2TR PE 0.0 2 9.5 0.0 27.0 0.0 0.016 TL 265.34 PV Pipe: 12 15.8 1.101 FL 3.00 PP 0.2 3 9.5 0.0 22.7 0.0 5.3 120 FTG R FE 0.0 4 9.5 0.0 22.5 0.0 0.067 TL 3.66 PV Pipe: 13 15.8 1.101 PL 21.50 PP 2.0 4 9.5 0.0 22.5 0.0 5.3 120 FTC ET PE -4.5 5 20.0 0.0 16.0 0.0 0.067 TL 29.44 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - LOFT - 13R SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 5.1 1.101 PL 31.00 PP 0.3 5 20.0 0.0 16.0 0.0 1.7 120 FTG ET5R PE 0.0 6 20.0 0.0 15.6 0.0 0.008 TL 42.25 PV Pipe: 15 0.0 1.101 PL 3.00 PP 0.0 6 20.0 0.0 15.6 0.0 0.0 120 FTG T PE 0.0 7 20.0 0.0 15.6 0.0 0.000 TL 6.31 PV Pipe: 16 0.0 1.101 PL 0.50 PP 0.0 7 20.0 0.0 15.6 0.0 0.0 120 FTG TR PE 0.2 7A 19.5 0.0 15.8 0.0 0.000 TL 4.47 PV Pipe: 17 0.0 1.101 PL 12.00 PP 0.0 7 20.0 0.0 15.6 0.0 0.0 120 FTG 2E2R PE 0.2 7B 19.5 0.0 15.8 0.0 0.000 TL 22.59 PV Pipe: 18 5.1 1.101 PL 11.00 PP 0.1 6 20.0 0.0 15.6 0.0 1.7 120 FTG 2R PE 0.0 8 20.0 0.0 15.5 0.0 0.008 TL 12.32 PV Pipe: 19 0.0 1.101 PL 3.00 PP 0.0 8 20.0 0.0 15.5 0.0 0.0 120 FTG T PE 0.0 9 20.0 0.0 15.5 0.0 0.000 TL 6.31 PV Pipe: 20 0.0 1.101 PL 0.50 PP 0.0 9 20.0 0.0 15.5 0.0 0.0 120 FTG TR PE 0.2 9A 19.5 0.0 15.7 0.0 0.000 TL 4.47 PV Pipe: 21 0.0 1.101 PL 10.50 PP 0.0 9 20.0 0.0 15.5 0.0 0.0 120 FTG E2R PE 0.2 9B 19.5 0.0 15.7 0.0 0.000 TL 16.46 PV Pipe: 22 5.1 1.101 PL 49.00 PP 0.4 8 20.0 0.0 15.5 0.0 1.7 120 FTG 9R PE 0.0 10 20.0 0.0 15.1 0.0 0.008 TL 54.96 PV Pipe: 23 -9.2 1.101 PL 104.00 PP 3.1 10 20.0 0.0 15.1 0.0 3.1 120 FTG EST PE 0.0 11 20.0 0.0 18.1 0.0 0.024 TL 125.18 PV Pipe: 24 -23.9 1.101 PL 24.50 PP 4.7 11 20.0 0.0 18.1 0.0 8.1 120 FTG ET PE 4.5 1 9.5 0.0 27.3 0.0 0.143 TL 32.44 PV Pipe: 25 14.7 1.101 PL 60.00 PP 4.3 11 20.0 0.0 18.1 0.0 5.0 120 FTG 3T6R PE 0.0 17 20.0 0.0 13.8 0.0 0.058 TL 73.90 PV Pipe: 26 5.2 1.101 PL 53.00 PP 0.5 17 20.0 0.0 13.8 0.0 1.7 120 FTG T7R PE 0.0 12 20.0 0.0 13.3 0.0 0.008 TL 60.94 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/23/2014:\PROGRAM PILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - LOFT - 13R SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -10.8 1.101 FL 68.00 PP 2.7 12 20.0 0.0 13.3 0.0 3.6 120 FTG 3T5R PE 0.0 5 20.0 0.0 16.0 0.0 0.033 TL 81.24 PV Pipe: 28 15.9 1.101 PL 15.50 PP 1.6 12 20.0 0.0 13.3 0.0 5.4 120 FTG ET PE -4.1 13 29.5 0.0 7.6 0.0 0.068 TL 23.44 PV Pipe: 29 13.0 1.101 FL 8.50 PF 0.8 13 29.5 0.0 7.6 0.0 4.4 120 FTG ETR PE 0.2 13A 29.0 4.9 7.0 13.0 0.046 TL 17.10 PV Pipe: 30 1.5 1.101 PL 1.50 PP 0.0 13 29.5 0.0 7.6 0.0 0.5 120 FTG T FE 0.0 14 29.5 0.0 7.6 0.0 0.001 TL 4.81 PV Pipe: 31 13.5 1.101 PL 0.50 PP 0.2 14 29.5 0.0 7.6 0.0 4.6 120 FTG TR FE 0.2 14A 29.0 4.9 7.6 13.5 0.050 TL 4.47 PV Pipe: 32 -12.0 1.101 PL 32.00 PP 1.5 14 29.5 0.0 7.6 0.0 4.1 120 FTG T4R FE 0.0 15 29.5 0.0 9.1 0.0 0.040 TL 37.96 PV Pipe: 33 -14.3 1.101 FL 21.50 PP 1.8 15 29.5 0.0 9.1 0.0 4.8 120 FTG E2TR FE 4.1 10 20.0 0.0 15.1 0.0 0.055 TL 33.41 PV Pipe: 34 2.2 1.101 FL 48.00 PP 0.1 15 29.5 0.0 9.1 0.0 0.7 120 FTG E8R FE 0.0 16 29.5 0.0 9.0 0.0 0.002 TL 57.93 PV Pipe: 35 -9.6 1.101 FL 14.50 PP 0.7 16 29.5 0.0 9.0 0.0 3.2 120 FTG E2T FE 4.1 17 20.0 0.0 13.8 0.0 0.026 TL 25.75 PV Pipe: 36 11.8 1.101 PL 31.00 PP 1.4 16 29.5 0.0 9.0 0.0 4.0 120 FTG T4R FE 0.0 18 29.5 0.0 7.6 0.0 0.039 TL 36.96 PV Pipe: 37 13.3 1.101 FL 2.00 PP 0.5 18 29.5 0.0 7.6 0.0 4.5 120 FTG ETR FE 0.2 18A 29.0 4.9 7.3 13.3 0.048 TL 10.60 FV Pipe: 38 -1.5 1.101 PL 11.00 FP 0.0 18 29.5 0.0 7.6 0.0 0.5 120 FTG 2R FE 0.0 13 29.5 0.0 7.6 0.0 0.001 TL 12.32 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR 8 AVIARA - LOFT - 13R SYSTEM NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 2707013234 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.003 gpm and a maximum imbalance at any node of 0.097 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 8.4 ft/sec at pipe 8. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 62.91 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: FSS.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEil ChkVlv BfyVlv GatVlv AlmChk DPVlv NFTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G F D Eli Tee LNGELL CHKVLV BFYVLV GATVLV 45ELL 6.400 19.00 40.00 12.00 43.00 13.00 4.00 9.00 0.00 PAGE: E MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 6.080 21.00 45.00 14.00 48.00 15.00 5.00 8.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - LOFT - 13R SYSTEM PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Ell Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B 0 A D Ell Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/23/2014:\PROGRAM PILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDP JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - LOFT - 13R SYSTEM / / a) a) 04 U Q33 Cl'UO (-I 31- (I) U •-)C 'all)04 / a) 3W QlU) )CDU)c( 0 04 Z -l'a 0'aO'a U) _QQ 0, )4 (D 'a 14 U) ,-lCl•) --11-40>, -I C1 U (1- U) U) >1-) a)'-0 / w )~cl)a) / / / / / / / / / / / / / / / / / / / / I 1'i I I A I CD CD CD CD CD CD CD CD co N CD fl (N CD CD o c CD CD CD Q4 U) -H N CD '-4 CD I H a CD CD 0 -H U) CL CD CD L() -H U) U) -H U) a CD Cl) CD >o zo -H 4-) U) U) CD CD CD S SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR 8 AVIARA - LOFT - 13R SYSTEM WATER SUPPLY CURVE 72+ 66+ I\ 60+ \\ \\ I \ 54+ \\ \\ I \ P 48+ \\ R I \ E * <-45.0 psi @ 1007 gpm S I Flow Test Point 5 42+ U I R I E I 36X P I S I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply 36.32 psi 8 39.7 gpm 6+ I 0 = Available Water Supply I 62.95 psi 8 39.7 gpm 0++-+---+----+-----+------+ --------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR 8 AVIARA - 2ND FLOOR - 13R SYSTEM WATER SUPPLY DATA (p.EbQCED lo%) SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. 8 PRESS. 8 DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 63.0 45.0 1007.0 62.9 53.6 49.3 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 53.6 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 0.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 53.6 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 2.0 SOURCE 49.3 53.6 UG1 -3.0 - - - - 51.5 - - - UG2 -3.0 - - - - 51.4 - - - UG3 -3.0 - - - - 51.4 - - - UG4 -3.0 - - - - 48.5 - - - BOR 2.0 - - - - 46.1 - - - TOR 9.5 - - - - 41.2 - - - 1 9.5 - - - - 36.1 - - - 2 9.5 - - - - 35.4 - - - 3 9.5 - - - - 26.7 - - - 4 9.5 - - - - 26.2 - - - 5 20.0 - - - - 17.6 - - - 6 20.0 - - - - 9.0 - - - 7 20.0 - - - - 7.9 - - - 7A 19.5 K= 4.90 7.9 13.7 7B 19.5 K= 4.90 7.0 13.0 8 20.0 - - - - 9.0 - - - 9 20.0 - - - - 7.8 - - - 9A 19.5 K= 4.90 7.8 13.7 9B 19.5 K= 4.90 7.3 13.2 10 20.0 - - - - 17.2 - - - 11 20.0 - - - - 24.3 - - - 12 20.0 - - - - 18.5 - - - 13 29.5 - - - - 14.4 - - - 13A 29.0 - - - - 14.6 - - - 14 29.5 - - - - 14.3 - - - 14A 29.0 - - - - 14.6 - - - 15 29.5 - - - - 14.1 - - - 16 29.5 - - - - 14.6 - - - 17 20.0 - - - - 19.3 - - - 18 29.5 - - - - 14.4 - - - 18A 29.0 - - - - 14.6 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - 2ND FLOOR - 13R SYSTEM PIPE DATA ,PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(F'PS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 53.6 6.400 PL 18.50 PF 0.0 SRC 2.0 SRCE 49.3 (N/A) 0.5 140 FTG ET PE 2.2 UG1 -3.0 0.0 51.5 0.0 0.000 TL 77.50 PV Pipe: 2 41.5 6.080 PL 112.00 PF 0.0 UG1 -3.0 0.0 51.5 0.0 0.5 150 FTG E2L PE 0.0 UG2 -3.0 0.0 51.4 0.0 0.000 TL 161.00 PV Pipe: 3 -12.1 6.080 PL 1372.00 PF 0.0 UG2 -3.0 0.0 51.4 0.0 0.1 150 FTG E2T6L PE 0.0 UG1 -3.0 0.0 51.5 0.0 0.000 TL 1567.00 PV Pipe: 4 53.6 6.080 PL 264.00 PF 0.0 UG2 -3.0 0.0 51.4 0.0 0.6 150 FTG L PE 0.0 UG3 -3.0 0.0 51.4 0.0 0.000 TL 278.00 PV Pipe: 5 53.6 2.000 PL 110.75 PF 2.9 UG3 -3.0 0.0 51.4 0.0 5.5 150 FTG E2L PE 0.0 UG4 -3.0 0.0 48.5 0.0 0.023 TL 124.91 PV Pipe: 6 53.6 1.985 PL 5.00 PP 0.3 UG4 -3.0 0.0 48.5 0.0 5.6 150 FTG E PE -2.2 BOR 2.0 0.0 46.1 0.0 0.024 TL 13.00 PV Pipe: 7 53.6 1.394 PL 7.50 PP 1.6 BOR 2.0 0.0 46.1 0.0 11.3 120 FTG C PE -3.2 TOR 9.5 0.0 41.2 0.0 0.202 TL 8.16 PV Pipe: 8 53.6 1.394 PL 12.50 PF 5.1 TOR 9.5 0.0 41.2 0.0 11.3 120 FTG 2E3R PE 0.0 1 9.5 0.0 36.1 0.0 0.202 TL 25.07 PV Pipe: 9 23.2 1.101 PL 3.00 PF 0.7 1 9.5 0.0 36.1 0.0 7.8 120 FTG 3R PE 0.0 2 9.5 0.0 35.4 0.0 0.136 TL 4.99 PV Pipe: 10 12.4 1.101 PL 178.00 PP 8.7 2 9.5 0.0 35.4 0.0 4.2 120 FTG E6T3R PE 0.0 3 9.5 0.0 26.7 0.0 0.043 TL 204.47 By Pipe: 11 -10.8 1.101 PL 221.00 PF 8.7 3 9.5 0.0 26.7 0.0 3.6 120 FTG 8E2TR PE 0.0 2 9.5 0.0 35.4 0.0 0.033 TL 265.34 PV Pipe: 12 23.2 1.101 PL 3.00 PP 0.5 3 9.5 0.0 26.7 0.0 7.8 120 FTG R PE 0.0 4 9.5 0.0 26.2 0.0 0.136 TL 3.66 PV Pipe: 13 23.2 1.101 PL 21.50 PF 4.0 4 9.5 0.0 26.2 0.0 7.8 120 FTG ET PE -4.5 5 20.0 0.0 17.6 0.0 0.136 TL 29.44 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 9/23/2014:\PROGRAM PILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - 2ND FLOOR - 13R SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 29.1 1.101 PL 31.00 PP 8.7 5 20.0 0.0 17.6 0.0 9.8 120 FTG ET5R PP 0.0 6 20.0 0.0 9.0 0.0 0.205 TL 42.25 PV Pipe: 15 26.7 1.101 PL 3.00 PP 1.1 6 20.0 0.0 9.0 0.0 9.0 120 FTG T PP 0.0 7 20.0 0.0 7.9 0.0 0.176 TL 6.31 PV Pipe: 16 13.7 1.101 PL 0.50 PP 0.2 7 20.0 0.0 7.9 0.0 4.6 120 FTG TR PE 0.2 7A 19.5 4.9 7.9 13.7 0.051 TL 4.47 PV Pipe: 17 13.0 1.101 PL 12.00 PP 1.0 7 20.0 0.0 7.9 0.0 4.4 120 FTC 2E2R FE 0.2 TB 19.5 4.9 7.0 13.0 0.046 TL 22.59 PV Pipe: 18 2.3 1.101 PL 11.00 PP 0.0 6 20.0 0.0 9.0 0.0 0.8 120 FTG 2R PP 0.0 8 20.0 0.0 9.0 0.0 0.002 TL 12.32 PV Pipe: 19 26.9 1.101 PL 3.00 PP 1.1 8 20.0 0.0 9.0 0.0 9.1 120 FTG T PE 0.0 9 20.0 0.0 7.8 0.0 0.178 TL 6.31 PV Pipe: 20 13.7 1.101 PL 0.50 PP 0.2 9 20.0 0.0 7.8 0.0 4.6 120 FTG TR PE 0.2 9A 19.5 4.9 7.8 13.7 0.051 TL 4.47 PV Pipe: 21 13.2 1.101 FL 10.50 PP 0.8 9 20.0 0.0 7.8 0.0 4.4 120 FTG E2R FE 0.2 93 19.5 4.9 7.3 13.2 0.048 TL 16.46 PV Pipe: 22 -24.6 1.101 FL 49.00 PP 8.3 8 20.0 0.0 9.0 0.0 8.3 120 FTG 9R FE 0.0 10 20.0 0.0 17.2 0.0 0.150 TL 54.96 PV Pipe: 23 -14.5 1.101 PL 104.00 PP 7.1 10 20.0 0.0 17.2 0.0 4.9 120 FTC E5T PE 0.0 11 20.0 0.0 24.3 0.0 0.057 TL 125.18 PV Pipe: 24 -30.4 1.101 FL 24.50 PP 7.2 11 20.0 0.0 24.3 0.0 10.2 120 FTG PT FE 4.5 1 9.5 0.0 36.1 0.0 0.223 TL 32.44 PV Pipe: 25 15.9 1.101 PL 60.00 PP 5.0 11 20.0 0.0 24.3 0.0 5.4 120 FTG 3T6R PE 0.0 17 20.0 0.0 19.3 0.0 0.067 TL 73.90 PV Pipe: 26 6.8 1.101 FL 53.00 PP 0.8 17 20.0 0.0 19.3 0.0 2.3 120 FTG T7R FE 0.0 12 20.0 0.0 18.5 0.0 0.014 TL 60.94 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/23/2014:\PROGRAM PILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - 2ND FLOOR - 13R SYSTEM PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (PT) SUM. NODES (PT) (K) (PSI) (GPM) FL/PT (PSI) Pipe: 27 5.8 1.101 PL 68.00 PP 0.9 12 20.0 0.0 18.5 0.0 2.0 120 FTG 3T5R PE 0.0 5 20.0 0.0 17.6 0.0 0.010 TL 81.24 PV Pipe: 28 0.9 1.101 PL 15.50 PF 0.0 12 20.0 0.0 18.5 0.0 0.3 120 FTG ET PE -4.1 13 29.5 0.0 14.4 0.0 0.000 TL 23.44 PV Pipe: 29 0.0 1.101 PL 8.50 PP 0.0 13 29.5 0.0 14.4 0.0 0.0 120 FTG ETR FE 0.2 13A 29.0 0.0 14.6 0.0 0.000 TL 17.10 PV Pipe: 30 4.7 1.101 PL 1.50 PP 0.0 13 29.5 0.0 14.4 0.0 1.6 120 FTG T PE 0.0 14 29.5 0.0 14.3 0.0 0.007 TL 4.81 PV Pipe: 31 0.0 1.101 PL 0.50 PP 0.0 14 29.5 0.0 14.3 0.0 0.0 120 FTG TR PE 0.2 14A 29.0 0.0 14.6 0.0 0.000 TL 4.47 PV Pipe: 32 4.7 1.101 PL 32.00 PP 0.3 14 29.5 0.0 14.3 0.0 1.6 120 FTG T4R PE 0.0 15 29.5 0.0 14.1 0.0 0.007 TL 37.96 PV Pipe: 33 10.1 1.101 PL 21.50 PP 1.0 15 29.5 0.0 14.1 0.0 3.4 120 FTG E2TR PE 4.1 10 20.0 0.0 17.2 0.0 0.029 TL 33.41 PV Pipe: 34 -5.4 1.101 FL 48.00 PP 0.5 15 29.5 0.0 14.1 0.0 1.8 120 FTG E8R PE 0.0 16 29.5 0.0 14.6 0.0 0.009 TL 57.93 By Pipe: 35 -9.1 1.101 PL 14.50 PF 0.6 16 29.5 0.0 14.6 0.0 3.1 120 FTC E2T PE 4.1 17 20.0 0.0 19.3 0.0 0.024 TL 25.75 By Pipe: 36 3.7 1.101 PL 31.00 PP 0.2 16 29.5 0.0 14.6 0.0 1.3 120 FTG T4R PE 0.0 18 29.5 0.0 14.4 0.0 0.005 TL 36.96 PV Pipe: 37 0.0 1.101 PL 2.00 PP 0.0 18 29.5 0.0 14.4 0.0 0.0 120 FTG ETR PE 0.2 18A 29.0 0.0 14.6 0.0 0.000 TL 10.60 PV Pipe: 38 3.7 1.101 PL 11.00 PP 0.1 18 29.5 0.0 14.4 0.0 1.3 120 FTG 2R PE 0.0 13 29.5 0.0 14.4 0.0 0.005 TL 12.32 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR 8 AVIARA - 2ND FLOOR - 13R SYSTEM NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 2707013234 granted by HRS Systems, Inc. 208 Southside Square Petersburg, TN 37144 (931) 659-9760 The system has been calculated to provide an average imbalance at each node of 0.002 gpm and a maximum imbalance at any node of 0.069 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 11.3 ft/sec at pipe 8. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. Available pressure at source node SRC under full flow conditions is 62.90 psi compared to the minimum required pressure of 20.00 psi. PIPE FITTINGS TABLE Pipe Table Name: FSS.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 ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 2.067 5.00 10.00 3.00 11.00 6.00 1.00 10.00 10.00 10.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G F D Ell Tee LNGELL CHKVLV BFYVLV GATVLV 45ELL 6.400 19.00 40.00 12.00 43.00 13.00 4.00 9.00 0.00 PAGE: E MATERIAL: PVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Ell Tee 6.080 21.00 45.00 14.00 48.00 15.00 5.00 8.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - 2ND FLOOR - 13R SYSTEM PAGE: H MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T R K C L B L Eli Tee TEERUN COUPLG EL45 1.101 7.00 5.00 1.00 0.00 1.00 1.00 0.00 1.00 1.394 8.00 6.00 1.00 0.00 1.00 2.00 0.00 2.00 PAGE: I MATERIAL: CPPR-L HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D Eli Tee 1.985 8.00 15.00 3.00 17.00 2.00 2.00 0.00 0.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR @ AVIARA - 2ND FLOOR - 13R SYSTEM D CD D co ci) -c (D U) 0 m OD 0 aD 0 (N 0 0 0 0 a c Ln Ci) 0D CD U) 0 0 0 0 0 • . . 0 0 0 0 (D U) (N -QU)-H--- SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/23/2014:\PROGRAM FILES\HRS SYSTEMS\HASSDATA\WINDSOR AT AVIARA.SDF JOB TITLE: FIRE REBUILD - BLDG 10 - WINDSOR 8 AVIARA - 2ND FLOOR - 13R SYSTEM .WATER SUPPLY CURVE 72+ 66+ 60+ \\ \ \ 54+ I \ I \\ x \ P 48+ \\ R I \ E I * <-45.0 psi 8 1007 gpm S Flow Test Point S 42+ U I R E I 36+ P I S I I 30+ 24+ 18+ 12+ LEGEND I X = Required Water Supply 49.29 psi 8 53.6 gpm IF 6+ I 0 = Available Water Supply 62.92 psi @ 53.6 gpm + ------+--------+ --------+ ---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM)