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Home My WebLink About6515 AMBROSIA LN; ; AS100100; Permit10/27/2020 AS100100 Permit Data City of Carlsbad Sprinkler Permit Job Address: 6515 AMBROSIA LN Permit Type: SPRINK Parcel No: 2158410700 Lot#: 0 Reference No.: Permit No: AS100100 Status: ISSUED Applied 8/16/2010 Approved: 8/16/2010 Issued: 8/16/2010 PC #: Inspector: Project Title: DAYBREAK CHURCH UNDERGROUND FIRE SPRINKLER PLAN CHECK & 3 INSPECTIONS Applicant: Owner: INLAND VALLEY PIPELINE P.O. BOX 1084 TEMECULA, CA 951-368-3903 Fees($) 260 Add'I Fees ($) 0 DAYBREAK COMMUNITY CHURCH OF COASTAL NORTH COUNT 6515 AMBROSIA LN CARLSBAD CA Total($) Balance($) 260 0 1 /1 \ 0\00 INSTALIATION OF PRIVATE FIRE SERVICE MAINS AND THEIR APPURTENANCES Contractor's Material and Test Certificate for Underground P.iping PROCEDURE Upon completion of work, inspection and tests shall be made by the contractor's representative and witnessed by an owner's representative. All defects shall be corrected and system left in service before contractor's personnel finally leave the job. A certificafe.shall be filled out and signed by both representatives. Copies shall be prepared for approving authorities, owners, and contractor. It is understood 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 Property address Plans .Instructions Location Underground pipes and joints Test description Flushing tests Installation conforms to accepted plans Equipment used is approved If no, state deviations Has person in charge of fire equipment been instructed as to location of control valves and care and maintenance of this new equipment? If no, explain Have copies of appropriate instructions and care and maintenance charts been left on premises? If no, explain Supplies buildings Pipe types and class Pipe conforms to Fittings conforms to If no, explain Joints needed anchorage clamped, strapped, or blocked in accordance with /VF/JII standard If no, explain Type joint Date -I D Yes Yes Yes ~Yes . Yes D Yes /('['Yes D No D No D No D No D No D No D No .El.Yfil:ling;_ Flow the required rate until water is clear as indicated by no collection of foreign material in burlap bags at outlets such as hydrants and blow-offs. Flush at flows not less than 390 gpm (1476 Umin) for 4-in. pipe, 880 gpm (3331 Umin) for 6-in. pipe, -1560 ·gpm (5905 Umin) for 8-in. pipe, 2440 gpm (9235 Umin) for 10-in. pipe, and 3520 9pm (13,323 Umin) for 12-in. pipe. When supply cannot produce stipulated flow rates, obtain maximum available. Hydrostatic: Hydrostatic tests shall be made at not less than 200 psi (13.8 bar) for 2 hours or 50 psi (3.4 bar) above static pressure in excess of 150 psi (10.3 bar) for 2 hours. Leakage: New pipe laid with rubber gasketed joints shall, if the workmanship is satisfactory, have little or no leakage at the joints. The amount of leakage at the joints shall not exceed 2 quarts per hour (1.89 Uhr) per 100 joints irrespective of pipe diameter. The leakage shall be distributed over all joints. If such leakage occurs at a few joints; the installation shall be considered unsatisfactory and necessary repairs made. The amount of allowable leakage specified above can be increased by 1 fluid ounce per inch valve diameter per hr. (30 mU25 mm/hr) for each metal seated valve isolating the test section. If dry barrel hydrants are tested with the main valve open so the hydrants are under pressure, an additional 5 ounces per minute (1_50 mUmin) leakage is permitted for each hydrant. New un,Jound piping flushed according to NF . standard by (company) Yes D No If no, explain ~lushing flow was obtained ~rublic water D Tank or reservoir D Fire pump Through what type openi g D Hydrant butt · Open pipe Lead-ins flushed according to ~ standard by ( company) 0 No If no, explain ~lushing flow was obtained · )'\:.., ~ ublic water D Tank or reservoir D Fire pump Through.what type opening Y connection to flange D Open pipe and spigot (NFPA 24, 1 of 2) FIGURE IO.IO.I Sample of Contractor's Material an:d Test Certificate for Underground Piping. 2002 Edition ABOVEGROUND PIPE AND FITTINGS 24-17 Hydrostatic All ne~ underground piping hydrostatical~ested at Joints covered test . aoo psi for hours D Yes D No Total amount of leakage measured Leakage D gallons a hours test Allowable leakage eJ gallons ~ hours Number installed I Type and make I All operate satisfactorily Hydrants ~ c/4~ gso D Yes D No Water control valves left wide open ~Yes □ No Control If no, state reason valves Hose threads of fire department connections and hydrants interchangeable with ~es D No those of fire department answering alarm Date left in service Remarks Name of inst~ contractor I',' --r; /11 IA lhAJ '/lt!J,:1,.1 -Signatures /7 Tests witnessed by For property owner (signed) I For in~;=r (signed) I Additional_:... ------~d notes FIGURE 10.10.1 Continued (1) *The amount of leakage at the joints shall not exceed 2 qt/hr (1.89 L/hr) per 100 gaskets or joints, irrespective of pipe diameter. (2) *The amo~nt ofleakage specified in 10.10.2.2.4(1) shall be permitted to be increased by 1 fl oz (30 ml) per inch valve diameter per hour for each metal-seated valve isolating the test section. (3) If dry barrel hydrants are tested with the main valve open so the hydrants are under pressure, an additional 5 fl oz/ min (150 ml/min) ofleakage shall be permitted for each hydrant. (4) The amount of leakage in buried piping shall be mea- sured at the specified test pressure by pumping from a calibrated container. Chapter 11 Hydraulic Calculations 11.1 * Calculations in English Units. Pipe friction losses shall be determined based on the Hazen-Williams formula, as fol- lows: 4.52Ql.85 P = c1.ssd•.s1 Title 1 Date Title/, r;J I Dateo/ _ /7-/0 where: p =· frictional resistance (psi/ft of pipe) Q = flow (gpm) C = friction loss coe:fficien t d = actual internal diameter of pipe (in.) (NFPA 24, 2 of 2) 11.2 Calculations in SI Units. Pipe friction losses shall be de- termined based on the Hazen-:-Wtlliams formula in SI units, as follows: where: Pm = frictional resistance (bar/m of pipe) ~ = flow (L/min) C = friction loss coefficient dm = actual internal diameter of pipe (mm) Chapter 12 Aboveground Pipe and Fittings 12~1 General. Aboveground pipe and fittings shall comply with the applicable sections of Chapters 6 and 8 of NFPA 13, 2002 Edition