The URL can be used to link to this page

Home My WebLink About5858 DRYDEN PL; ; AS140078; Permit11/15/24, 11:07 AM AS140078 Permit Data City of Carlsbad Sprinkler Permit Job Address: 5858 DRYDEN PL Permit Type: SPRINK Parcel No: 2120910600 Lot #: 0 Reference No.: Permit No: AS140078 Status: ISSUED Applied 3/12/2014 Approved: 3/26/2014 Issued: 3/26/2014 PC #: Inspector: Project Title: SUNROAD FLORAL TI DEMOLISH AND REMOVE EXISTING PENDENT SPRINKLERS. FIELD VERIFY PRIOR TO BID. INSTALL NEW DRY PENDENT SPRINKLERS WITH NEW 1-INCH ARMOVER TIED INTO EXISTING BRANCH LINES WITH MECHANICAL TEES. Applicant: AON FIRE PROTECTION ENGINEERING 11770 BERNARDO PLAZA CT STE 116 SAN DIEGO 858-673-5845 Owner: SUNROAD RESEARCH CENTER PARTNERS L P C/O SUNROAD ENTERPRISES 4445 EASTGATE MALL #400 SAN DIEGO CA Fees ($) Add'I Fees ($) I - I j Total ($) Balance ($) 268 0 268 I 0 about:blank 1/1 CONTRACTOR'S MATERIAL & TEST CERTIFICATE FOR ABOVEGROUND PIPING PROCEDURE 'C9 a Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects sha corrected and system left in service before contractor's personnel finally leave the job. A certificate shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understhtTd the owner's representative's signature in no way prejudices any claim against contractor for faulty material, poor workmanship, or failure to comply with approving authority's requirements or local ordinances. PROPERTY NAME Date SUNROAD FLORAL 5858 DRYDEN PLACE CARLSBAD, CA 92008 PLANS ACCEPTED BY APPROVING AUTHORITY(S) NAMES Carlsbad Fire Department ADDRESS INSTALLATION CONFORMS TO ACCEPTED PLANS YES 0 NO EQUIPMENT USED IS APPROVED I@ YES 0 NO IF NO, EXPLAIN DEVIATIONS INSTRUCTIONS HAS PERSON IN CHARGE OF FIRE EQUIPMENT BEEN INSTRUCTED AS TO LOCATION YES 0 NO OF CONTROL VALVES AND CARE AND MAINTENANCE OF THIS NEW EQUIPMENT? IF NO, EXPLAIN HAVE COPIES OF THE FOLLOWING BEEN LEFT ON THE PREMISES: SYSTEM COMPONENTS INSTRUCTIONS YES 0 NO CARE AND MAINTENANCE INSTRUCTIONS YES 0 NO NFPA25 ZYES 0 NO LOCATION OF SYSTEM SUPPLIES BUILDING: MAKE MODEL YEAR OF MANUFACTURE K FACTOR QUANTITY T QUANTITY TEMPERATURE RATING Viking Dry Pendent 5.6 123 200F SPRINKLERS PIPE AND FITTINGS Type of Pipe: Schd. 40 and Lightwall Type of Fittings: Cast iron 125# and Grooved ALARM VALVE OR FLOW INDICATOR ALARM DEVICE MAXIMUM TIME TO OPERATE THRU TEST CONNECTION TYPE MAKE MODEL MIN. SEC. DRY PIPE OPERATING TEST DRY VALVE Q.O.D. MAKE MODEL SERIAL NO. MAKE MODEL SERIAL NO. TIME TO TRIP THRU TEST CONNECTION* WATER PRESSURE AIR PRESSURE TRIP POINT AIR PRESSURE TIME WATER REACHED TEST OUTLET* ALARM OPERATED PROPERLY MIN. SEC. PSI PSI PSI MIN. SEC. YES NO Without Q.O.D. 0 0 With Q.O.D. 0 0 IF NO, EXPLAIN: *MEASURED FROM TIME INSPECTOR'S TEST CONNECTION OPENED. (OVER) AS i4O6 OPERATION • 0 PNEUMATIC 0 ELECTRIC 0 HYDRAULIC PIPING SUPERVISED 0 YES 0 NO DETECTING MEDIA SUPERVISED 0 YES 0 NO DOES VALVE OPERATE FROM THE MANUAL TRIP AND/OR REMOTE CONTROL STATIONS 0 YES 0 NO IS THERE AN ACCESSIBLE FACILITY IN EACH CIRCUIT FOR TESTING IF NO, EXPLAIN DELUGE & PREACTION DYES 0 NO VALVES DOES EACH CIRCUIT OPERATE DOES EACH CIRCUIT OPERATE MAXIMUM TIME TO MAKE MODEL SUPERVISION LOSS ALARM? VALVE RELEASE? OPERATE RELEASE YES NO YES NO MIN. SEC. D 0 D D HYDROSTATIC: Hydrostatic tests shall be made at not less than 200 psi (13.6 bars) for two hours or 50 psi (3.4 bars) above static pressure in excess of 150 psi TEST (10.2 bars) for two hours. Differential dry-pipe valve clappers shall be left open during test to prevent damage. All aboveground piping leakage shall be stopped. DESCRIPTION PNEUMATIC: Establish 40 psi (2.7 bars) air pressure and measure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. Test pressure tanks at normal water level and air pressure and measure air pressure drop which shall not exceed 1-1/2 psi (0.1 bars) in 24 hours. ALL PIPING HYDROSTATICALLY TESTED AT 200 PSI FOR -2—HRS. IF NO, STATE REASON: DRY PIPING PNEUMATICALLY TESTED 0 YES 0 NO EQUIPMENT OPERATES PROPERLY 0 YES 0 NO DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT ADDITIVES AND CORROSIVE CHEMICALS, SODIUM SILICATE OR DERIVATIVES OF SODIUM SILICATE, BRINE, OR OTHER CORROSIVE CHEMICALS WERE NOT USED FOR TESTING SYSTEMS OR STOPPING LEAKS? TESTS ZYES 0 NO DRAIN I READING OF GAc-LØCATED NEAR WATER SUPPLY TEST RESIDUAL PRESSURE WITHVE IN TEST TEST CONNECTION: "b' PSI CONNECTION OPEN WIDE I') PSI UNDERGROUND MAIN AND LEAD IN CONNECTIONS TO SYSTEM RISERS FLUSHED BEFORE CONNECTION MADE TO SPRINKLER PIPING OTHER EXPLAIN VERIFIED BY COPY OF THE U FORM NO. 85B 0 YES 0 NO FLUSHED BY INSTALLER OF UNDER- GROUND SPRINKLER PIPING 0 YES 0 NO BLANK NUMBER USED LOCATIONS: NUMBER REMOVED TESTING 0 GASKETS WELDED PIPING YES fl NO IF YES... DO YOU CERTIFY AS THE SPRINKLER CONTRACTOR THAT WELDING PROCEDURES COMPLY WITH THE REQUIREMENTS OF AT LEAST AVIS D10.9, LEVEL AR-3? Z YES 0 NO DO YOU CERTIFY THAT THE WELDING WAS PERFORMED BY WELDERS QUALIFIED IN WELDING COMPLIANCE WITH THE REQUIREMENTS OF AT LEAST AWS D10.9, LEVEL AR-3? YES D NO DO YOU CERTIFY THAT WELDING WAS CARRIED OUT IN COMPLIANCE WITH A DOCUMENTED QUALITY CONTROL PROCEDURE TO INSURE THAT ALL DISCS ARE RETRIEVED, THAT OPENINGS IN PIPING ARE SMOOTH, THAT SLAG AND OTHER WELDING RESIDUE ARE REMOVED, AND THAT THE INTERNAL DIAMETERS OF PIPING ARE NOT PENETRATED? YES 0 NO CUTOUTS DO YOU CERTIFY THAT YOU HAVE A CONTROL FEATURE TO ENSURE THAT ALL (DISCS) CUTOUTS (DISCS) ARE RETRIEVED? . YES 0 NO HYDRAULIC NAME PLATE PROVIDED IF NO, EXPLAIN: DATA NAMEPLATE YES 0 NO DATE LEFT IN SERVICE WITH ALL CONTROL VALVES OPEN: REMARKS NAME OF SPRINKLER CONTRACTOR: TESTS WITNESSED BY FOR PROPERTY OWNER (SIGNED) TITLE DATE SIGNATURES & I I FO S I ERC CTOR (SIGNED) TITLE DATE I I FO CAL E MARSHAL (SIGNED) T,JTLE DATE C— I j:-ft Fgk I F RESP NSIBLE MANAGING EMPLOYEE (SIGNED) TITLE DATE ADDITIONAL EXPLANATION AND NOTES (BACK) a HYDRAULIC CALCULATIONS FOR SUNROAD FLORAL TEMANT IMPROVEMENT FILE NUMBER: SUNROAD FLORAL DATE: APR 15, 2014 -DESIGN DATA- OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GRP 1 DENSITY: .15 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 123 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 17 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 367.7 gpm TOTAL WATER REQUIRED (including hose): 617.7 gpm FLOW AND PRESSURE (@ BOR): 367.7 gpm @ 48.8 psi SPRINKLER K-FACTOR: K=5.6 (ADJUSTED TO 4.98 FOR 1" DROP) AUTHORITY HAVING JURISDICTION: CARLEAD FIRE DEPARTMENT ---- !AS140078 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 4/15/2014TRADE CENTER (OPP 14-5892) \CALCULATIONS\SUNROAD FLORAL.SDF JOB TITLE: SUNROAD FLORAL WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) POC 80.0 77.0 1020.0 78.8 617.7 64.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 617.7 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 150.0 GPM OTHER HOSE STREAM ALLOWANCES 100.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 367.7 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) POC -6.0 SOURCE 64.0 467.7 DC1 2.0 - - - - 56.8 - - - DC2 2.0 - - - - 51.8 - - - F 1.0 - - - - 50.3 - - - BOR 1.0 HOSE STREAM 48.8 100.0 TOR 25.0 - - - - 33.0 - - - 5 25.0 - - - - 28.6 - - - 6 25.0 - - - - 21.0 - - - 7 25.0 - - - - 18.0 - - - 8 25.0 - - - - 18.0 - - -. 11 25.0 - - - - 27.0 - - - 12 25.0 - - - - 26.5 - - - 13 25.0 - - - - 26.2 - - - 14 25.0 - - - - 24.5 - - - 15 25.0 - - - - 24.4 - - - 16 25.0 - - - - 24.3 - - - 17 25.0 - - - - 24.2 - - - 18 25.0 - - - - 24.2 - - - 19 25.0 - - - - 24.1 - - - 20 25.0 - - - - 24.1 - - - 21 25.0 - - - - 24.1 - - - 31 25.0 - - - - 19.6 - - - 31A 26.0 - - - - 19.5 - - - 32 25.0 - - - - 18.8 - - - 32A 26.0 - - - - 18.3 - - - 33 25.0 - - - - 18.1 - - - 33A 26.0 - - - - 16.5 - - - 34 25.0 - - - - 19.2 - - - 35 25.0 - - - - 20.2 - - - 36 25.0 - - - - 20.5 - - - 37 25.0 - - - - 20.7 - - - 38 25.0 - -. - - 20.8 - - - 39 25.0 - - - - 20.9 - - - 40 25.0 - - - - 20.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 4/15/2 O14TRADE CENTER (OPP 14- 5892) \CALCULATIONS\SUNROAD FLORAL. SDF JOB TITLE: SUNROAD FLORAL NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 41 25.0 - - - - 21.0 - - - 61 10.0 K= 4.98 23.6 24.2 62 10.0 K= 4.98 23.4 24.1 63 10.0 - - - - 23.4 - - - 64 10.0 - - - - 23.4 - - - 65 10.0 K= 4.97 17.8 21.0 66 10.0 K= 4.98 15.7 19.7 67 10.0 K= 4.98 14.5 19.0 68 10.0 K= 4.98 14.0 18.6 69 10.0 K= 4.98 13.8 18.5 70 10.0 K=,4.98 18.6 21.5 71 10.0 K= 4.98 16.4 20.2 72 10.0 K= 4.98 15.2 19.4 73 10.0 K= 4.98 14.6 19.0 74 10.0 K= 4.98 14.4 18.9 75 10.0 K= 4.98 24.5 24.7 76 10.0 K= 4.98 24.5 24.7 77 10.0 K= 4.98 24.6 24.7 78 10.0 K= 4.98 24.7 24.8 79 10.0 K= 4.98 24.9 24.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 4/15/2014TRADE CENTER (aPP 14-5892) \CALCULATIONS\SUNROAD FLORAL.SDF JOB TITLE: StJNROAD FLORAL 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: 1 467.7 4.220 PL 24.00 PF 3.7 POC -6.0 SRCE 64.0 (N/A) 10.7 140 FTG 2ET2G PE -3.5 DC1 2.0 0.0 56.8 0.0 0.038 TL 98.00 PV Pipe: 2 FIXED PRESSURE LOSS DEVICE DC1 2.0 0.0 56.8 0.0 5.0 psi, 467.7 gpm DC2 2.0 0.0 51.8 0.0 Pipe: 3 467.7 4.240 PL 40.00 PF 2.0 DC2 2.0 0.0 51.8 0.0 10.6 150 FTG E PE 0.4 F 1.0 0.0 50.3 0.0 0.033 TL 60.00 PV Pipe: 4 467.7 4.260 PL 5.00 PF 1.5 F 1.0 0.0 50.3 0.0 10.5 120 FTG 2E PE 0.0 BOR 1.0 H.S. 48.8 100.0 0.048 TL 31.33 PV Pipe: 5 367.7 3.260 PL 24.00 PF 5.3 BOR 1.0 H.S. 48.8 100.0 14.1 120 FTG EB PE -10.4 TOR 25.0 0.0 33.0 0.0 0.114 TL 46.85 PV Pipe: 6 367.7 3.260 PL 20.00 PF 4.4 TOR 25.0 0.0 33.0 0.0 14.1 120 FTG 2E PE 0.0 5 25.0 0.0 28.6 0.0 0.114 TL 38.82 PV Pipe: 7 129.6 2.635 PL 165.00 PF 7.7 5 25.0 0.0 28.6 0.0 7.6 120 FTG ---- PE 0.0 6 25.0 0.0 21.0 0.0 0.047 TL 165.00 PV Pipe: 8 238.1 3.260 PL 12.00 PF 1.6 5 25.0 0.0 28.6 0.0 9.2 120 FTG T PE 0.0 11 25.0 0.0 27.0 0.0 0.051 TL 32.16 PV Pipe: 9 206.7 3.260 PL 12.00 PF 0.5 11 25.0 0.0 27.0 0.0 7.9 120 FTG ---- PE' 0.0 12 25.0 0.0 26.5 0.0 0.039 TL 12.00 PV Pipe: 10 173.4 3.260 PL 12.00 PF 0.3 12 25.0 0.0 26.5 0.0 6.7 120 FTG ---- PE 0.0 13 25.0 0.0 26.2 0.0 0.028 TL 12.00 PV Pipe: 11 137.0 3.260 PL 72.00 PF 1.7 13 25.0 0.0 26.2 0.0 5.3 120 FTG 2E PE 0.0 14 25.0 0.0 24.5 0.0 0.018 TL 90.82 PV Pipe: 12 110.6 3.260 PL 12.00 PF 0.1 14 25.0 0.0 24.5 0.0 4.3 120 FTG ---- PE 0.0 15 25.0 0.0 24.4 0.0 0.012 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 4/15/2014TRADE CENTER (DPP 14-5892) \CALCULATIONS\SUNROAD FLORAL.SDF JOB TITLE: SUNROAD FLORAL 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: 13 93.1 3.260 PL 12.00 PF 0.1 15 25.0 0.0 24.4 0.0 3.6 120 FTG ---- PE 0.0 16 25.0 0.0 24.3 0.0 0.009 TL 12.00 PV Pipe: 14 76.5 3.260 PL 12.00 PF 0.1 16 25.0 0.0 24.3 0.0 2.9 120 FTG ---- PE 0.0 17 25.0 0.0 24.2 0.0 0.006 TL 12.00 PV Pipe: 15 60.6 3.260 PL 12.00 PF 0.0 17 25.0 0.0 24.2 0.0 2.3 120 FTG ---- PE 0.0 18 25.0 0.0 24.2 0.0 0.004 TL 12.00 PV Pipe: 16 45.2 3.260 PL 12.00 PF 0.0 18 25.0 0.0 24.2 0.0 1.7 120 FTG ---- PE 0.0 19 25.0 0.0 24.1 0.0 0.002 TL 12.00 PV Pipe: 17 30.0 3.260 PL 12.00 PF 0.0 19 25.0 0.0 24.1 0.0 1.2 120 FTG ---- PE 0.0 20 25.0 0.0 24.1 0.0 0.001 TL 12.00 PV Pipe: 18 15.0 3.260 PL 12.00 PF 0.0 20 25.0 0.0 24.1 0.0 0.6 120 FTG ---- PE 0.0 21 25.0 0.0 24.1 0.0 0.000 TL 12.00 PV Pipe: 19 129.6 2.635 PL 12.00 PF 1.3 6 25.0 0.0 21.0 0.0 7.6 120 FTG T PE 0.0 31 25.0 0.0 19.6 0.0 0.047 TL 28.47 PV Pipe: 20 161.1 2.635 PL 12.00 PF 0.8 31 25.0 0.0 19.6 0.0 9.5 120 FTG ---- PE 0.0 32 25.0 0.0 18.8 0.0 0.070 TL 12.00 PV Pipe: 21 146.0 2.635 PL 12.00 PF 0.7 32 25.0 0.0 18.8 0.0 8.6 120 FTG ---- PE 0.0 33 25.0 0.0 18.1 0.0 0.058 TL 12.00 PV Pipe: 22 85.6 2.635 PL 4.00 PF 0.1 33 25.0 0.0 18.1 0.0 5.0 120 FTG ---- PE 0.0 7 25.0 0.0 18.0 0.0 0.022 TL 4.00 PV Pipe: 23 -13.4 2.635 PL 13.00 PF 0.0 7 25.0 0.0 18.0 0.0 0.8 120 FTG 2ET PE 0.0 8 25.0 0.0 18.0 0.0 0.001 TL 45.95 PV Pipe: 25 -110.6 2.635 PL 12.00 PF 1.0 34 25.0 0.0 19.2 0.0 6.5 120 FTG T PE 0.0 35 25.0 0.0 20.2 0.0 0.035 TL 28.47 PV Pipe: 26 -93.1 2.635 PL 12.00 PF 0.3 35 25.0 0.0 20.2 0.0 5.5 120 FTG ---- PE 0.0 36 25.0 0.0 20.5 0.0 0.025 TL 12.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 4/15/2014TRADE CENTER (OPP 14-5892)\CALCULATIONS\SUNROAD FLORAL.SDF JOB TITLE: SUNROAD FLORAL 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: 27 -76.5 2.635 PL 12.00 PF 0.2 36 25.0 0.0 20.5 0.0 4.5 120 FTC PE 0.0 37 25.0 0.0 20.7 0.0 0.018 TL 12.00 PV Pipe: 28 -60.6 2.635 PL 12.00 PF 0.1 37 25.0 0.0 20.7 0.0 3.6 120 FTG ---- PE 0.0 38 25.0 0.0 20.8 0.0 0.011 TL 12.00 PV Pipe: 29 -45.2 2.635 PL 12.00 PF 0.1 38 25.0 0.0 20.8 0.0 2.7 120 FTG ---- PE 0.0 39 25.0 0.0 20.9 0.0 0.007 TL 12.00 PV Pipe: 30 -30.0 2.635 PL 12.00 PF 0.0 39 25.0 0.0 20.9 0.0 1.8 120 FTG ---- PE 0.0 40 25.0 0.0 20.9 0.0 0.003 TL 12.00 PV Pipe: 31 -15.0 2.635 PL 12.00 PF 0.0 40 25.0 0.0 20.9 0.0 0.9 120 FTG ---- PE 0.0 41 25.0 0.0 21.0 0.0 0.001 TL 12.00 PV Pipe: 32 -31.4 1.610 PL 1.00 PF 0.3 31 25.0 0.0 19.6 0.0 5.0 120 FTG T PE -0.4 31A 26.0 0.0 19.5 0.0 0.037 TL 9.00 PV Pipe: 33 15.0 1.610 PL 1.00 PF 0.1 32 25.0 0.0 18.8 0.0 2.4 120 FTC T PE -0.4 32A 26.0 0.0 18.3 0.0 0.010 TL 9.00 PV Pipe: 34 60.4 1.610 PL 1.00 PF 1.1 33 25.0 0.0 18.1 0.0 9.5 120 FTG T PE -0.4 33A 26.0 0.0 16.5 0.0 0.125 TL 9.00 PV Pipe: 35 31.4 1.610 PL 165.00 PF 7.0 11 25.0 0.0 27.0 0.0 5.0 120 FTG 3T PE -0.4 31A 26.0 0.0 19.5 0.0 0.037 TL 189.00 PV Pipe: 36 33.3 1.610 PL 165.00 PF 7.8 12 25.0 0.0 26.5 0.0 5.2 120 FTC 3T PE -0.4 32A 26.0 0.0 18.3 0.0 0.041 TL 189.00 PV Pipe: 37 36.3 1.610 PL 165.00 PF 9.2 13 25.0 0.0 26.2 0.0 5.7 120 FTG 3T PE -0.4 33A 26.0 0.0 16.5 0.0 0.049 TL 189.00 PV Pipe: 38 26.4 1.610 PL 224.00 PF 6.5 14 25.0 0.0 24.5 0.0 4.2 120 FTG 2T PE 0.0 8 25.0 0.0 18.0 0.0 0.027 TL 240.00 PV Pipe: 39 17.5 1.610 PL 300.00 PF .4.2 15 25.0 0.0 24.4 0.0 2.8 120 FTG 4T PE 0.0 35 25.0 0.0 20.2 0.0 0.013 TL 332.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 4/15/2014TRADE CENTER (aPP 14-5892) \CALCULATIONS\SUNROAD FLORAL.SDF JOB TITLE: SUNROAD FLORAL 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: 40 16.6 1.610 PL 300.00 PF 3.8 16 25.0 0.0 24.3 0.0 2.6 120 FTG 4T PE 0.0 36 25.0 0.0 20.5 0.0 0.011 TL 332.00 PV Pipe: 41 15.9 1.610 PL 300.00 PF 3.5 17 25.0 0.0 24.2 0.0 2.5 120 FTG 4T PE 0.0 37 25.0 0.0 20.7 0.0 0.011 TL 332.00 PV Pipe: 42 15.4 1.610 PL 300.00 PF 3.3 18 25.0 0.0 24.2 0.0 2.4 120 FTG 4T PE 0.0 38 25.0 0.0 20.8 0.0 0.010 TL 332.00 PV Pipe: 43 15.2 1.610 PL 300.00 PF 3.2 19 25.0 0.0 24.1 0.0 2.4 120 FTG 4T PE 0.0 39 25.0 0.0 20.9 0.0 0.010 TL 332.00 PV Pipe: 44 15.0 1.610 PL 300.00 PF 3.2 20 25.0 0.0 24.1 0.0 2.4 120 FTG 4T PE 0.0 40 25.0 0.0 20.9 0.0 0.010 TL 332.00 PV Pipe: 45 15.0 1.610 PL 300.00 PF 3.1 21 25.0 0.0 24.1 0.0 2.4 120 FTG 4T PE 0.0 41 25.0 0.0 21.0 0.0 0.009 TL 332.00 PV Pipe: 46 48.3 1.610 PL 11.00 PF 1.6 32A 26.0 0.0 18.3 0.0 7.6 120 FTG T PE 6.9 61 10.0 5.0 23.6 24.2 0.083 TL 19.00 PV Pipe: 47 24.1 1.610 PL 11.00 PF 0.3 61 10.0 5.0 23.6 24.2 3.8 120 FTG ---- PE 0.0 62 10.0 5.0 23.4 24.1 0.023 TL 11.00 PV Pipe: 48 0.0 1.610 PL 11.ÔO PF 0.0 62 10.0 5.0 23.4 24.1 0.0 120 FTG ---- PE 0.0 63 10.0 0.0 23.4 0.0 0.000 TL 11.00 PV Pipe: 49 0.0 1.610 PL 11.00 PF 0.0 63 10.0 0.0 23.4 0.0 0.0 120 FTG ---- PE 0.0 64 10.0 0.0 23.4 0.0 0.000 TL 11.00 PV Pipe: 50 96.8 1.610 PL 11.00 PF 5.7 33A 26.0 0.0 16.5 0.0 15.3 120 FTG T PE 6.9 65 10.0 5.0 17.8 21.0 0.299 TL 19.00 PV Pipe: 51 75.8 1.610 PL 11.00 PF 2.1 65 10.0 5.0 17.8 21.0 11.9 120 FTG ---- PE 0.0 66 10.0 5.0 15.7 19.7 0.190 TL 11.00 PV Pipe: 52 56.1 1.610 PL 11.00 PF 1.2 66 10.0 5.0 15.7 19.7 8.8 120 FTG ---- PE 0.0 67 10.0 5.0 14.5 19.0 0.109 TL 11.00 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 4/15/2014TRADE CENTER (OPP 14-5892)\CALCtJLATIQNS\StJNROAD FLORAL.SDF JOB TITLE: SUNROAD FLORAL 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: 53 37.1 1.610 PL 11.00 PF 0.6 67 10.0 5.0 14.5 19.0 5.8 120 FTG ---- PE 0.0 68 10.0 5.0 14.0 18.6 0.051 TL 11.00 PV Pipe: 54 18.5 1.610 PL 11.00 PF 0.2 68 10.0 5.0 14.0 18.6 2.9 120 FTG ---- PE 0.0 69 10.0 5.0 13.8 18.5 0.014 TL 11.00 PV Pipe: 55 99.0 1.610 PL 11.00 PF 5.9 7 25.0 0.0 18.0 0.0 15.6 120 FTG T PE 6.5 70 10.0 5.0 18.6 21.5 0.311 TL 19.00 PV Pipe: 56 77.5 1.610 PL 11.00 PF 2.2 70 10.0 5.0 18.6 21.5 12.2 120 FTG ---- PE 0.0 71 10.0 5.0 16.4 20.2 0.198 TL 11.00 PV Pipe: 57 57.3 1.610 PL 11.00 PF 1.2 71 10.0 5.0 16.4 20.2 9.0 120 FTG ---- PE 0.0 72 10.0 5.0 15.2 19.4 0.113 TL 11.00 PV Pipe: 58 37.9 1.610 PL 11.00 PF 0.6 72 10.0 5.0 15.2 19.4 6.0 120 FTG ---- PE 0.0 73 10.0 5.0 14.6 19.0 0.053 TL 11.00 PV Pipe: 59 18.9 1.610 PL 11.00 PF 0.2 73 10.0 5.0 14.6 19.0 3.0 120 FTG ---- PE 0.0 74 10.0 5.0 14.4 18.9 0.015 TL 11.00 PV Pipe: 60 13.0 2.635 PL 22.00 PF 0.0 8 25.0 0.0 18.0 0.0 0.8 120 FTG ---- PE 6.5 75 10.0 5.0 24.5 24.7 0.001 TL 22.00 PV Pipe: 61 -11.6 2.635 PL 11.00 PF 0.0 75 10.0 5.0 24.5 24.7 0.7 120 FTG ---- PE 0.0 76 10.0 5.0 24.5 24.7 0.001 TL 11.00 PV Pipe: 62 -36.3 2.635 PL 11.00 PF 0.0 76 10.0 5.0 24.5 •24.7 2.1 120 FTG ---- PE 0.0 77 10.0 5.0 24.6 24.7 0.004 TL 11.00 PV Pipe: 63 -61.0 2.635 PL 11.00 PF 0.1 77 10.0 5.0 24.6 24.7 3.6 120 FTC ---- PE 0.0 78 10.0 5.0 24.7 24.8 0.012 TL 11.00 PV Pipe: 64 -85.8 2.635 PL 11.00 PF 0.2 78 10.0 5.0 24.7 24.8 5.0 120 FTG ---- PE 0.0 79 10.0 5.0 24.9 24.9 0.022 TL 11.00 PV Pipe: 65 -110.6 2.635 PL 5.00 PF 0.7 79 10.0 5.0 24.9 24.9 6.5 120 FTG T PE -6.5 34 25.0 0.0 19.2 0.0 0.035 TL 21.47 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 4/15/2014TRADE CENTER (OPP 14-5892)\CALCULATIONS\SUNROAD FLORAL.SDF JOB TITLE: SUNROAD FLORAL NOTES (HASS) Calculations were performed by the HASS 8.4 computer program under license no. 2707032950 granted by HRS Systems, Inc. 208 SouthsidFe 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 0.085 gpm. Total pressure at each node is used in balancing the system. Maximum water velocity is 15.6 ft/sec at pipe 55. Items listed in bold print on the cover sheet are automatically transferred from the calculation report. PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: * MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPViv NPTee 2.635 8.24 16.47 549 19.22 9.61 1.37 13.73 13.73 16.47 3.260 9.41 20.16 6.72 21.50 13.44 1.34 17.47 17.47 20.16 4.260 13.17 26.33 7.90 28.97 15.80 2.63 26.33 26.33 26.33 PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Eli Tee LngEll ChkVlv BfyVlv GatVlv AlmChk DPVlv NPTee 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.220 17.00 34.00 10.00 37.00 20.00 3.00 34.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 4/15/2014TRADE CENTER (OPP 14-5892)\CALCtJLATIONS\SUNROAD FLORAL.SDF JOB TITLE: SUNROAD FLORAL PAGE: E MATERIAL: PVC150 HC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Eli Tee LngEli ChkVlv BfyVlv GatVlv NPTee 4.240 20.00 39.00 12.00 43.00 23.00 4.00 39.00 WATER SUPPLY ANALYSIS 100.0 Static: 80.00 Psi Resid: 77.00 psi Flow: 1020.0 gpm LEGEND Available pressure 78.81 psi © 617.7 gpm G 80.0 A U G E 60.0 R E S S U R E 40.0 2 2 Required pressure 63.98 psi © 617.7 gpm A. Source Supply Curve - - - - B. System Demand Curve p S i 20.0 IT1 -14.7 400 600 800 1000 1200 1400 1600 1800 FLOW (GPM) (Note: Dashed Lines indicate extrapolated values from Test Results) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 4/15/2014TRADE CENTER (OPP 14-5892) \CALCtJLATIONS\StJNROAD FLORAL.SDF JOB TITLE: SUNROAD FLORAL WATER SUPPLY CURVE 84+ 0 \\\\\\\\\ 77+ * <-77.0 Psi @ 1020 gpm Flow Test Point 70+ x 63+ P 56+ RI El S 49+ UI RI El 42+ 28+ 21+ 14+ LEGEND TV It I X = Required Water Supply it 63.98 psi @ 617.7 gpm if 7+ I 0 = Available Water Supply 78.81 psi ® 617.7 gpm II 0++-+---+----+-----+ ------+ - ------------------------------ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 13 DATE: 4/15/2014TRADE CENTER (OPP 14-5892) \CALCULATIONS\SUNROAD FLORAL.SDF JOE TITLE: SUNROAD FLORAL Utility Report: Equivalent K-Factor Calculator Node Sprinkler Pres. Dia. Pipe Ftgs. Total H-W Equivalent Name K-Factor (psi) (in) Len. (ft) Len. (ft) coef. K-factor DROP 5.60 7.00 1.049 ----------------------------------------------------------------------- 16.00 EET 25.00 120.00 4.98 Carlsbad Municipal Water District Potable Water Discharge Event Report A S Date: 41/ I -- Location: MbETi Reason for Discharge Event: J. Type of Event: Initial Dewatering Water Mains Estimated Discharge Flow II Z'i &'?M Note: Includes flow testing and flushing Dewatering Reservoirs Start Time Unscheduled Water Discharge ) k End Time 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 discharge water. 4- Pre-Dechiorination Residual: Post Dechlorination Residual ( ( (less than 0.1 rnglL) pH within limits of 6.0 and 9.0 tjL. Upon completion of dewatering, ensure that the flow path is free of all temporary erosion prevention materials. Upon completion of dewatering, ensure that any sediment or silted areas are cleared. _____ C Water Sampling Performed by Comments: Submitted by: Reviewd by: Flow Test Record Location Hydrant ID No Size MainjZ Static . Residual . Pressure Drop.. (PD 1). K factor for PD! i LL Flow Hvdrajj) Hydrant I kcation 7AU yO04 r ?±i L>3H/ llydrmt2location Hydrant 3 IldranttPt ot PSI (r[\I Size of l41rent.2 Pt______ PSI ( \1 Size of Orifice PSI (.i\f Sue of Orifice Total - (Qi) Calculated test and flow data - 0 x P1)2 I_= 02 PDI*k Staiic:.. .................. .0 Desired Residual.......20 Pressure Drop (PD 2) K factor ' divided by_/41__'cuals_LGPM at 20 psi residual Q PD2k PD 1k Q2 Comments: fOL L A Lu,Mi,JLiM iAflA1 £ - Test co tuctcd fur: OiJA Lj_if. It Conducted by: Mb I RU6A BEot ,P9J FPE) Date: /iS ii Time: 7LL.i!ti 78 : ' 00 D3H7 ) \ ; €9D3H -:t IN \--_ \ \ j/ •O S. t / /29DH4t. tt /1 sf •_,tS5.s / If ;Si ) - I 4 5' > . SI 5 I 2B1H4' d s •"'- -. S 5' iih. ' —'k--- City of Carlsbad HLE C OPY 02-25-2014 Fire Department Permit Permit No: FAD14009 Job Address: 5858 DRYDEN PL CBAD Permit Type: FADD Subtype: HYD Parcel No: 2120910600 Lot #: 0 Fire Dept Ref#: FAD14009 Building Permit#: N/A Location: Status: APPROVED Applied: 02/25/2014 Issued: Entered By: CDW Project Title: HYDRANT FLOW TEST Description: FLOW TEST Contractor: AON FIRE PROTECTION ENGINEERING 11770 BERNARDO PLAZA CT STE 116 SAN DIEGO 92128 Phone: 858-673-5845 Fax: Total Fees: $55.00 Total Payments To Date: $0.00 Permit Fee $0.00 Additional Permit Fee $0.00 Re-Inspection Fee 0 $0.00 Other $0.00 Pre-Inspection Fee 0 $0.00 Additional Fees $0.00 TOTAL PERMIT FEES $55.00 NOTICE: Please take NOTICE that approval of your project includes the "Imposition" of fees, dedications, reservations, or other exactions hereafter collectively referred to as "fees/exactions." You have 90 days from the date this permit was issued to protest imposition of these feeslexactions. If you protest them, you must follow the protest procedures set forth in Government Code Section 66020(a), and file the protest and any other required information with the City Manager for processing in accordance with Carlsbad Municipal Code Section 3.32.030. Failure to timely follow that procedure will bar any subsequent legal action to attack, review, set aside, void, or annul their imposition.