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FCSS2024-0009
BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT Qa�fra 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 ta CALIFORNIA Permit Type: Fire Sprinkler System - Commercial Owner: Permit Number: FCSS2024-0009 Applicant: Property Address: 78720 HIGHWAY 111 APN: 643220024 Contractor: Legal Description Parcel 4 PM 202/98 PM 30147 Property Zoning: CR, 4 Valuation: $175,000.00 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 06/03/2024 ISSUED DATE: JR TOPINIO 1601 W. ORANGEWOOD AVE, ORANGE, CA 9286E JR TOPINIO / 1105955 1601 W. ORANGEWOOD AVE, ORANGE, CA 9286E PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. WORKERS' COMPENSATION DECLARATION (1, 2 or 3) WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND DOLLARS ($100,000), IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. 1) Has and will maintain a certificate of consent to self -insure for workers' compensation, issued by the Director of Industrial Relations as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 2) Has and will maintain workers' compensation insurance, as required by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. 3) Certifies that, in the performance of the work for which this permit is issued, shall not employ any person in any manner so as to become subject to the workers' compensation laws of California, and agree that, if should become subject to the workers' compensation provisions of Section 3700 of the Labor Code, shall forthwith comply with those provisions. NOTICE TO APPLICANT (1, 2 and 3) 1) Each person upon whose behalf this application was made, each person at whose request and for whose benefit work is being performed under or pursuant to any permit issued as a result of this application, the owner, and the applicant, each agrees to, and shall defend, indemnify and hold harmless the City of La Quinta, its officers, agents, and employees for any act or omission related to the work being performed under or following issuance of this permit. 2) Any permit issued as a result of this application becomes null and void if work is not commenced within 360 days from date of issuance of such permit, or if cessation of work for 180 days will subject permit to cancellation. On or after January 1, 2019, every permit issued shall become invalid unless the work on the site authorized by such permit is commenced within 12 months after its issuance, or if the work authorized on the site by such permit is suspended or abandoned for a period of 12 months after the time the work is commenced. 3) Certified that they read the application and state that the information provided is correct. Agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above -mentioned property for inspection purposes. IMPORTANT: An Application for Permit was made to the Building Official, subject to the conditions and restrictions set forth at the time of application, which is now hereby an Issued Permit. If any part of the information being supplied on this permit is inaccurate or untrue, please contact the City of La Quinta at (760) 777-7125 immediately for correction. Printed: 5/16/25 9:59 am Page 1 of 3 BUILDING PERMIT Permit Type: Fire Sprinkler System - Commercial Permit Number: FCSS2024-0009 Property Address: 78720 HIGHWAY 111 THIS T.I. INVOLVES RELOCATION/ADDITION OF EXISTING FIRE SPRINKLER DROPS FOR NEW WALLS/ROOM CONFIGURATIONS. 7)nstruction Dot; Number of Sprinkler 7 Building Square Feet - 10153 Building/Unit M: Stores, Markets, Gas Heads Protected Occupancy Station Classification(s) Zoning CR General Plan CG City Limits Within La Quinta Limits Subdivision Name PM 30147 Lot Number 4 Lot Size 9266.36 Legal Description Parcel 4 PM 202/98 PM 30147 Type Group Sq Ft Value Invoice No. Fee Fee Amount Amount Paid INV-00007716 Technology Enhancement Fee $8.00 $8.00 Fire - Sprinkler System - Tenant Improvement $549.00 $549.00 Credit Card Convenience Fee $14.22 $14.22 Digital Archiving and Records Management Fee - OTC $12.00 $12.00 Total for Invoice INV-00007716 $583.22 $583.22 Grand Total for Permit $583.22 $583.22 Workflow Step / Action Name Action Type Start Date End Date Linked Records v.1 06/03/2024 17:26 09/20/2024 15:14 ---------------------------------------------------------------------------------------------------------------------------------------- Linked Permits v.1 Create Sub Permit 06/03/2024 17:26 09/20/2024 15:14 -------------------------- -------------------------------------------------------------------------------------------------------------- Linked Permits v.1 Create Sub Permit 06/03/2024 17:26 09/20/2024 15:13 Review v.1 06/03/2024 0:00 07/03/2024 13:57 ---------------------------------------------------------------------------------------------------------------------------------------- Fire Review v.1 Receive Submittal 06/03/2024 0:00 06/20/2024 18:03 ---------------------------------------------------------------------------------------------------------------------------------------- Fire Review v.2 Receive Submittal 06/25/2024 0:00 07/03/2024 13:57 Fire Inspections v.1 07/10/2024 8:54 08/13/2024 17:04 ---------------------------------------------------------------------------------------------------------------------------------------- FIRE - OH Rough Piping (Comm) v.1 Inspection 07/10/2024 8:54 07/12/2024 16:18 -------------------------------------------------- FIRE - OH Hydro v.1 Inspection 07/10/2024 8:55 07/12/2024 16:18 ---------------------------------------------------------------------------------------------------------------------------------------- Fire Sprinkler Final 13/13R v.1 Inspection 08/12/2024 8:17 08/13/2024 17:04 Printed: 5/16/25 9:59 am Page 2 of 3 BUILDING PERMIT Permit Type: Fire Sprinkler System - Commercial Permit Number: FCSS2024-0009 Property Address: 78720 HIGHWAY 111 Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. A person shall not make connections from a utility, a source of energy, fuel, or power, or a water system or sewer system to any building or system that is regulated by the applicable code and other ordinances of the jurisdiction for which a permit is required, until approved by the buildinq official. Printed: 5/16/25 9:59 am Page 3 of 3 CAL FIRE — RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT �Cci BILL WEISER -- FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA-CALIFORNIA - 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7000 • www.rvcfire.org July 3, 2024 HILLER COMPANIES 1601 W. ORANGEWOOD AVE ORANGE, CA 92868 WTOPINIO@HILLERCOMPANIES. COM Re: TI Fire Sprinkler Plan Review — FIVE BELOW FCSS2024-0009 (78720 HIGHWAY 111 LA QUINTA, CA 92253) The sprinkler plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. The following inspections/tests are required to be witnessed by the Office of the Fire Marshal staff: 1) Overhead Rough: All installed/relocated piping must be visible. 2) Final inspection: All trim is in place, Annual and 5-Year certification is current (PROVIDE MAINTENANCE RECORDS BEFORE FINAL). New/added heads shall be included in the spare head box compliment. *Water -flow signal test may be performed during the Final Inspection. All persons performing work on the automatic fire sprinkler system shall be Certified Sprinkler Fitters or Registered with the State Fire Marshal for Apprentice or Trainee classification. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by emailing FireBusinessMail@laquintaca.gov. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Lucero Ifiiguez - Fire Safety Specialist RIVERSIDE COUNTY FIRE PROTECTION PLANNINGNath lIG(.iLICV RECORD OF INSPECTIONS / PERMIT CARDWR a�V Cl THIS CARD IS TO REMAIN ON SITE AT ALL TIMES.—cM1FORh1A- INSTALLING CONTRACTOR MUST BE PRESENT FOR ALL INSPECTIONS. SEE NOTES ON REVERSE SIDE. JOB ADDRESS: 78720 HIGHWAY 111, LA QUINTA PERMIT#: FCSS2024-0009 AT ED: 07/03/2024 DESCRIPTION: FIVE BELOW — TI CONTRACTOR: HILLER FIRE HYDRANT SYSTEM DATE INITIALS SPECIAL SUPPRESSION DATE INITIALS Thrust block pre -pour Door fan test UG rough piping Abort test UG hydro Mechanical shutdown Flush Detector test Final E F Deluge/pre-action SPRINKLER U.G. Final EF Thrust block pre -pour UST/AST TANK UG rough piping Installation UG hydro Removal Flush Emergency shut off Final E F Primary piping FIRE SPRINKLER Secondary piping Weld inspection Dispensers & shear valves Overhead rough piping Final EF Overhead hydro MISC. INSPECTIONS UG flush / OK to connect Spray booths Main drain/inspectors' test Hood/duct extinguishing High pile storage High pile rack storage In -rack sprinklers H.P. vents/access/corridors Hose racks Tract access/hydrant verification Final E F Access & Address verification HOOD EXTINGUISHING OTHER CONST. PERMIT Detection system Function test Gas/electrical shut-off Nozzle model/placement Fire alarm connection Final EF SPRAY BOOTHS FIRE CODE PERMIT(S) Installation OUTDOOR PUBLIC EVENT Air flow test SPEC. AMUSEMENT STRUCTURE Mechanical interlock TENT/CANOPY Extinguishing system PYROTECHNIC Fire alarm connection OPEN FLAME DEVICE Final E F FIRE ALARM KNOX SYSTEM Rough -wire inspection Building Knox box Function test Gate access Knox box/padlock Duct detectors/velocity BUILDING INSPECTIONS 24 hr. battery test T/I final Sprinkler monitoring Shell final Final E F Final for occupancy FINAL INSPECTION DATE: INSPECTORS SIGNATURE: 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION EMAIL: FIREBUSINESSMAIL@LAQU INTACA.GOV **WHEN CALLING FOR AN INSPECTION PLEASE HAVE PERMIT NUMBER READY. SEE NOTES ON REVERSE SIDE** INSPECTION NOTES 1. Sway bracing and hangers will be inspected at the time of rough piping inspection. 2. All required hydrostatic pressure tests shall maintain 200 psi for a 2-hour duration. (EX: Residential Fire Sprinkler Systems) 3. Fire sprinkler system remodels: if indicated on plans or this card, a hydrostatic pressure test shall be required. 4. All underground joints and thrusts blocks shall be exposed and readily visible during the hydrostatic test. 5. Contractor shall supply all testing equipment, access and operating instructions at time of test. 6. All systems shall be inspected, tested, and approved by a Fire Inspector before any work is started that may cause the affected system to be covered or hidden. POLICIES ON FIELD INSPECTIONS A. INSPECTION REQUESTS: Inspections are made subject to availability. Please have the permit number available when scheduling inspections. For City of La Quinta inspections EMAIL: FireBusinessMail@laquintaca.gov. B. APPROVED PLANS: Shall be kept on the job site at all times that work is in progress. Work shall NOT commence without approved plans. C. INSPECTION REQUESTS: As required by the California Fire Code, the appropriate installing contractor shall be required to schedule the necessary inspections and be present on site for inspections. D. RE -INSPECTIONS: Will be charged against a permit when an inspection has failed, is not ready, the responsible party not on site or where previously noted corrections have not been completed. E. COMMODITIES: Unless otherwise noted on approved plans or letter of conditions, no commodities shall be entered into the structure until clearance has been granted by the Fire Dept and Building Official. F. OCCUPANCY: Buildings shall NOT be occupied by persons other than construction workers until a Final Fire Clearance has been granted by the Fire Dept and a Certificate for Occupancy has been issued by the Building Official. INSPECTION NOTES: FCSS2024-0009 THIS CARD IS REQURIED TO BE POSTED AT THE CONSTRUCTION SITE. THIS CARD AND APPROVED PLANS MUST BE AVAILABLE AT THE CONSTRUCTION SITE FOR ALL INSPECTIONS. THIS PERMIT SHALL EXPIRE AND BECOME NULL AND VOID IF THE WORK AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF THE WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS OR MORE. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION EMAIL: FIREBUSINESSMAIL@LAQUINTACA.GOV THIS PERMIT IS FOR FIRE DEPARTMENT APPROVAL ONLY AND DOES NOT INTEND TO ABROGATE MORE RESTRICTIVE REQUIREMENTS OF OTHER AGENCIES HAVING RESPONSIBILITY. 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION EMAIL: FIREBUSINESSMAIL@LAQUINTACA.GOV Property Information: Name FIVE BELOW LA OUINTA Address 78730 HIGHWAY 111 LA OUINTA Crty ZIP 92253-2044 Contact Telvoltone Hiller Los Angeles Name Address. 1601 West Qangowoal Avon* City Orange CA Stale Telephone (714) 634.3923 CA Gconsex 1105955 Jab u 35994441 Performed by Gabriel Garcia Dccuporrcyluse Construction Type Type I a 0 No, Slorfes 1 Year Constructed 2024 Copy sent to, Owner Date ❑ Fife AHJ Date r Contractor Date NOTES: 11 For specific Inspection, testing, and maintenance requirements and Information, see NFPA 25 2011 edition as emended by California Code of Regulations, Title 19, 1901 to §906 2) Inspection Items may be parformed by the owner In accordance with California Code of Regulations, Title It. §904.1(a) Check boa for rich system Inspected and enter the mamba* of forms used for InspwkwL Chock bares mall or Pasel to Indicate status of Insoectod avatem at and of tnsoection. r niJer S stern 0 Automatic S5 V Y . Chapter ® ] ❑ ❑ Standpipe and Hose System 6 0 ® ❑ ❑ ❑ Private Water Supply System 7 0 ® ❑ © Fire Pump S 0 ❑ ❑ Water Storage Tank 9 0 ® ❑ ❑ Water Spray System 10 0 ❑ ❑ Foam Water Sprinkler System 11 0 ® ❑ ❑ Water blist System 12 0 ® ❑ ❑ ❑ Concerns that are Not Dofwncies o a Non-SpoWered Areasl ❑ Yes ❑ No Dek3ewas Corretlad OSM/2024 %a►spedron OSM/2024 Performed by Gabnel Game Af S t Uptember 3 2013 September 3 2013 Property Information Contractor or Licensed Owner Information Bwlding Name FIVE BELOW LA OUINTA �'-1�� ame Hiller Los Angeles Address 76730 11IGHWAY 111 jy / ddress 1601 Wes] Orangewood Avenue dy, Orange Si CA Zip 92868 Cit LAOUINTA icense 0 1105955 hone, (714) 634 3923 Contact Person SFI61 ob s 35994441 CSL6 pisc Riser Information Main s Rlatr fNtln Drain Initial Static Residual Final Stalls P F NIA Aiamater Otametsr Prsssuts Pressure Pressure 1 Riser Closet nor liont entrance 1 4' 1 1 110 1 87 1 99 1 P This building has more than 5 nsers See additional AES 2 9 form attached Number of AES 2 9 forms attached Quarterty Inspections 1 = Inspect in, 1.1 I !on Y =Teal M = Mainhnanu P =Pass F =Fail ontroi Valves - Identification Sign 13.3.1 P WA = lWot 1.2 I ontrd Valvos - Inspection 13.3.2 P 1.3 1 I iWaterflow Alarm Devices 5.2.5 P 1.4 1 I Supervisory Devices 5.2.5 P 1.5 1 1 Gauges (Wet Pipe Systems) 6.24.1 P 1.6 I Enler Water Supply Pressure Below Riser Chock 5.2.4.1 psi psi psi psi 1.7 I Enter Water Supply Pressure Above Riser Check 5.2.4.1 psi psi psi psi 1.9 1 Pressure Readings Acceptable 5.2.4.1 P 1.9 1 Hydraulic Design information Sign For H sulkall Dee," ned S stems 5.2.6 P 1.10 1 General Information Sign (Not Required for System prrd to 2007 Editbn of )VFPA 13) 52,8 P 1.11 1 Heat Tape 5.2.7 NIA 1.12 1 Spare Sprinklers 5.2.1.4 P 1.13 1 I Flro Department Connections 13.7 P 1.14 I I arm Valves - Exterior Inspection 13.4.1 WA 1.15 1 1 Pressure Reducing Valves 13.5.1.1 NIA 1.16 1 Backllow Preventers 13.6,1 P 1. t 7 I Small Hose Conneubns - Hose Valve' 5A.6, 13.5.2 t3.5.5.1 NrA toss 1 PRV - Fire Sprinkler Systems 13.5.1.1 NIA SmaU hose connoctions are hose valves and optional hose supplied by the fire sprinkler system They do not tncludo Class I, 11 or III standpipe systems. Deficiencies Corroctod-87081M4 Reinspection 08l0912024 Form AES 2 1 Performed by Gabriel Garcia SW 3 m3 Property Inforrnatlon L�,t Wng Name RVE BELOW LAol1INTAAddal 78730HIGHWAYIII Gly LA QVINTA Contractor or Licensed Owner Information sme Hiller Los Angeles ws 35994441 -ti INSPECTIONANNUAL s I wn T + T w w • usirdworwe P +Pass P . Pal WA . Not Description iwwAws NFPA SS CA *411' Ike Cl�rneaerlb 1 19 • I S 7 1 e!S'24 F.A d 41 1 1 67Sr24 Ownw's Rosponslbl0(y WA 120 I luildeVs (Freeze PrctxKwn) ,pe and Filbrtgs 121 I 522 8W4 Pau P 122 I uNars 523 &4-v?4 Pau P 123 1 kurg Braces $ 2 3 &W4 Pass P 21 T lab Service Tesl Roquired 5 3 1 &W4 II REQuIRED, Erger'F until WA Send to At. Cade o� A_ f2YSl�!1911IP�191f 22 T "Rods�ks" TAFO19 LW4 NIA WA s • s Ilu 23 T user low Awrm es SW4 So Sec P 2 4 7 n Grain Test 13 2S 6�24 Post P rEnfer puts on P t or ahs Farm 13334 25 T orvol Valve • Position 13332 &1"4 Pass P 26 T lorwofVdve Operation 13.3.3.1 615124 Pass P 27 T Parvlwry DovKes 13.3.3.5 SW4 Pass P 26 T T Backflow Preventer Assambbos 1362 OW4 Pass P 29 Sma6 Hose Conacbons' 13.5 23 6w4 MIA WA wYRV Hroa. VaA•.e - Panid Fbw Ted 13.5.3.3 2110 T PRV no Sprinklw Symons I3.&L3 BW4 NIA WA 3 1 M conlrd Vwves 13.3.4 61524 Pass P 32 M Small Hose Corvtectrona' 1ruction Invesbg abora "wed -- - _ - 1356.3 &W4 _ _ 1 WA NIA 33 M IN -vs' "o 0*&Awwras and Carrtrn.nts S.ction 143 V 24 WA ResuRai sNO 34 M ystom Ratumed to Service 4.53 &V24 P Small hose connections are hosa valv.s and opbonal hose supplied by Me fire spwkfor system They do not tnc6cle Class It or III r.tandp" systems 12) heads, corroded outside in awning -area need to be replaced 4Mtpie head so* or une en tap+ Tap. reads to be iw oved to cunplete mapoct,on + Defrceenaes Cdrrecled 08M912024 P*vX6pe01 n M09=24 Performed try Gabnel Garcia City Property Intotmallon aE�� Name FNE BELOW LAOURTA 7873O RGHWAY III LA OUINTA Contracla cw Licensed Owner Inlonnation 0 Mler Los Angde► a 3S994" I I hereby certify that the Me protection equipment Ysted above his been lurly Inspected tested and malnta/ned on N date by the company I"csted above fn accordance with CCA Title 19 Sections 901 to 900 and that the equipment s hdly operable except as noted in the ' Nflcianchs and Comments section 61 Nis form Cheek boa It Annual kupectton. Teabrq 3 ManionarKe liar are Cemplded in the Itlrktaw Ourlat tirwurai date "895?a Pont Numo aGi I arcw Slgnattse Detwerwes Corrected C8MWM24 Retnepectmn 0MLC9rX24 Performed by Gabnd GNOB a— act 1 4 64 r ► nnI► Property Information QF CAtra, •'t Contractor or Lktnsed Owner Information Budding Name FIVE ©FLOW LAOU NTA r � Name Fidler Los Anolos Address 78730 HIGHWAY 111 !IY> �1 J%f Address 1601 West Ora 0 ootl Avmuo sRctK� AV Orango St CA Lp 92868 C), LAOUINIA trcentee II059S5 Plwn! (714 634.3923 Contact Person ❑ SFM jobs 35994441 PAwsR LJ CSIB misc. - i. type tN ❑ Automatic Sprintlder system _� ❑ Water SlorW Tank Srtem Riser ID f 0_wattr fir Srlam i ❑ Siandpipy b How S trm S tem Riser ID iSrlem Riser ID Q FeamtWateFSystem ❑ Private Water SuIE Y Srtem S Mm Riser l0 . Derkltncy •C • Commtnt (rrsdrearetype f r 1 1 t 121Heads cortodod oulsKso in ainnirrp area need to be roolacod — (12 chrome pendants 200' OR K laclot 5 6 401 eu) Wiltros hem rind* of unit are tarp* Tape rwws 1a ti* r*rraarsid to tampWt rmsp*cmn larer rUt11 property Informstbn iddiry Name FIVE BELOW LA Ol Mitts 78730 HIGHWAY I I I tY LAQUINTA s Odltleoca C ■ Corrinient LA dkai Deficiencies Corrected 08/09/2024 Aeinspectlon-OIWKd (�,, Contractor or licensed Owner Informaton a5 iA L j Name 3_1or Losones ly loot ]994441 —1 4 Mail so 5Gw 8:00 AM 68% 01 ratnMS9 Wr t not vrot»rty Inla malbn �guddntName_fIYCouL W AWMA Mdretu 78730 HIGHWAY 111 , ,tv LA OUNTA [onuutor a lkented Or.rner �nlonnebon le Hftr Los A Ss it 3S994441 t)eGclancKs Caaetteci D8�92424 Remspeoion O610912024 8W,-- 1 Mnrev rertgy that thtrd vbarr ho, brrn Nfy ntpteted tnvd, and m it rarned on tM daft by it. tunManr Ind4ated above, M acordancr MIh CCR rRle lf. $vcdons 201 to W and thvt the patpnent N MOV vvnabre e+cepl at noted M the Tepchmcln and Cvntntenq' K(etan v/ fhk Jan+ Nrrnl Name G&W* Gaeela }rgrvture �� rcrm AIS7 slamazonaws.com Hydraulic Calculations by HydraCALC HILLER FIRE 1601 W ORANGEWOOD AVE ORANGE CA 92868 714-634-3923 / C-16 1069002 Job Name LA0799-FIVE BELOW Drawing LA0799 Location 78-730 CA-111 Remote Area AREA 1 Contract HILLER FIRE Data File LA0799-FIVE BELOW Area 1.WXF Computer Programs by Hydratec Inc. Revision: 50.5520.727 Water Supply Curve HILLER FIRE LA0799-FIVE BELOW Page Date City Water Supply: Demand: C1 - Static Pressure : 39.31 D1 - Elevation 3.681 C2 - Residual Pressure: 38.31 D2 - System Flow : 335.399 C2 - Residual Flow 260.13 D2 - System Pressure 24.219 Hose ( Demand ) : 100 D3 - System Demand : 435.399 Safety Margin 12.498 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 C1 C2 40 30 20 D3 10 50 100 150 200 250 300 350 400 450 FLOW N^1.85) Computer Programs by Hydratec Inc. Revision: 50.5520.727 Fittings Used Summary HILLER FIRE LA0799-FIVE BELOW Fitting Legend Abbrev. Name B NFPA 13 Butterfly Valve E NFPA 13 90' Standard Elbow T NFPA 13 90' Flow thru Tee Units Summary Diameter Units Length Units Flow Units Pressure Units Page 2 Date '/2 3/4 1 14 1'/2 2 2'h 3 3'h 4 5 6 8 10 12 14 16 18 20 24 0 0 0 0 0 6 7 10 0 12 9 10 12 19 21 0 0 0 0 0 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Inches Feet US Gallons per Minute 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. Revision: 50.5520.727 Page 3 Date Flow Summary - NFPA HILLER FIRE LA0799-FIVE BELOW Node at Source Static Pressure BOR 39.31 SUPPLY ANALYSIS Residual Available Pressure Flow Pressure 38.31 260.13 36.717 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node DIM 0.0 10.9 1 17.0 5.6 7.55 15.39 2 16.0 8.23 3 16.0 9.06 4 16.0 9.95 5 16.0 10.38 6 16.0 11.72 7 16.0 13.29 8 14.5 14.1 9 14.5 14.23 10 14.5 14.64 11 14.5 15.15 12 14.5 17.09 TOR 14.5 17.38 BOR 0.5 24.22 100.0 13 17.0 5.6 8.11 15.95 14 17.0 5.6 9.36 17.13 15 17.0 5.6 10.63 18.26 16 17.0 5.6 10.89 18.48 17 16.0 12.0 18 9.0 5.6 7.0 14.82 19 14.5 7.76 20 14.5 8.82 21 14.5 10.68 22 14.5 12.72 23 9.0 5.6 7.52 15.35 24 9.0 5.6 8.51 16.34 25 14.5 9.89 26 15.5 5.6 11.57 19.05 27 15.5 5.6 11.7 19.15 28 14.5 12.85 29 9.0 5.6 7.77 15.61 30 16.0 8.2 31 16.0 9.84 32 16.0 10.0 33 16.0 12.26 34 16.0 13.82 35 9.0 5.6 8.24 16.07 36 9.0 5.6 8.52 16.34 37 16.0 9.27 38 17.0 5.6 11.14 18.69 39 17.0 5.6 11.35 18.86 Total Demand Required Pressure 435.4 24.219 Notes 0.1 114 0.1 114 0.1 105 0.1 62 0.1 88 0.1 81 0.1 75 0.1 87 0.1 97 0.1 106 0.1 126 0.1 6 0.1 127 0.1 97 0.1 106 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Flow Summary - NFPA HILLER FIRE LA0799-FIVE BELOW Node Tag Elevation Node Type 40 16.0 41 15.5 5.6 42 14.5 43 14.5 44 15.5 5.6 45 14.5 46 15.5 5.6 47 14.5 48 15.5 5.6 49 14.5 50 14.5 51 14.5 52 14.5 53 14.5 54 14.5 55 14.5 56 14.5 57 14.5 58 14.5 59 14.5 60 14.5 61 14.5 62 14.5 63 14.5 64 14.5 65 14.5 66 14.5 67 14.5 68 14.5 69 14.5 70 14.5 71 14.5 NODE ANALYSIS (cont.) Pressure Discharge at Node at Node 12.48 11.58 19.05 12.72 14.09 12.51 19.81 13.33 13.43 20.52 14.68 13.44 20.53 14.69 16.92 16.94 16.95 16.96 16.97 16.97 16.97 16.97 16.97 17.04 17.04 17.06 17.06 17.06 17.07 17.07 17.07 17.07 17.05 17.05 17.02 17.02 Page 4 Date Notes 0.1 49 0.1 0.1 0.1 75 125 125 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen -Williams HILLER FIRE Page 5 LA0799-FIVE BELOW Date 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 1 17 5.60 15.39 1 E 2.0 1.000 120 7.554 to 2.000 0.433 2 16 15.39 1.049 3.000 0.0803 0.241 Vel = 5.71 2 16 0.0 1 10.330 120 8.228 to 0.0 3 16 15.39 1.049 10.330 0.0802 0.828 Vel = 5.71 3 16 15.95 1 3.000 120 9.056 to 0.0 4 16 31.34 1.049 3.000 0.2987 0.896 Vel = 11.63 4 16 0.0 1.25 6.670 120 9.952 to 0.0 5 16 31.34 1.442 6.670 0.0634 0.423 Vel = 6.16 5 16 17.13 1.25 9.500 120 10.375 to 0.0 6 16 48.47 1.442 9.500 0.1421 1.350 Vel = 9.52 6 16 18.26 1.5 T 9.9 3.000 120 11.725 to 9.900 0.0 7 16 66.73 1.682 12.900 0.1213 1.565 Vel = 9.64 7 16 18.48 3 T 20.159 1.500 120 13.290 to 20.159 0.650 8 14.5 85.21 3.26 21.659 0.0076 0.164 Vel = 3.28 8 14.5 38.86 3 8.460 120 14.104 to 0.0 9 14.5 124.07 3.26 8.460 0.0152 0.129 Vel = 4.77 9 14.5 84.71 3 10.170 120 14.233 to 0.0 10 14.5 208.78 3.26 10.170 0.0398 0.405 Vel = 8.02 10 14.5 85.57 3 6.830 120 14.638 to 0.0 11 14.5 294.35 3.26 6.830 0.0753 0.514 Vel = 11.31 11 14.5 17.52 3 T 20.159 3.000 120 15.152 to 20.159 0.0 12 14.5 311.87 3.26 23.159 0.0838 1.941 Vel = 11.99 12 14.5 23.53 4 11.000 120 17.093 to 0.0 TOR 14.500 335.4 4.26 11.000 0.0260 0.286 Vel = 7.55 TOR 14.500 0.0 4 B 15.8 14.000 120 17.379 to 15.800 6.063 BOR .500 335.4 4.26 29.800 0.0261 0.777 Vel = 7.55 100.00 Qa = 100.00 BOR 435.40 24.219 K Factor = 88.47 13 17 5.60 15.95 1 T 5.0 1.000 120 8.109 to 5.000 0.433 3 16 15.95 1.049 6.000 0.0857 0.514 Vel = 5.92 0.0 3 15.95 9.056 K Factor = 5.30 14 17 5.60 17.13 1 T 5.0 1.000 120 9.356 to 5.000 0.433 5 16 17.13 1.049 6.000 0.0977 0.586 Vel = 6.36 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen -Williams HILLER FIRE Page 6 LA0799-FIVE BELOW Date 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 5 15 17 to 6 16 6 16 17 to 17 16 17 16 to 7 16 7 18 9 to 19 14.5 0.0 17.13 10.375 K Factor = 5.32 5.60 18.26 1 T 5.0 1.000 120 10.632 5.000 0.433 18.26 1.049 6.000 0.1100 0.660 Vel = 6.78 0.0 18.26 11.725 K Factor = 5.33 5.60 18.48 1 T 5.0 1.000 120 10.889 5.000 0.433 18.48 1.049 6.000 0.1125 0.675 Vel = 6.86 0.0 1 T 5.0 6.500 120 11.997 5.000 0.0 18.48 1.049 11.500 0.1124 1.293 Vel = 6.86 0.0 18.48 13.290 K Factor = 5.07 5.60 14.82 1 E 2.0 8.050 120 7.000 Eql 32.0 34.000 -2.382 14.82 1.049 42.050 0.0747 3.141 Vel = 5.50 19 14.5 0.0 1 E 2.0 7.140 120 7.759 to T 5.0 7.000 0.0 20 14.5 14.82 1.049 14.140 0.0748 1.057 Vel = 5.50 20 14.5 15.35 1 6.690 120 8.816 to 0.0 21 14.5 30.17 1.049 6.690 0.2783 1.862 Vel = 11.20 21 14.5 to 22 145 22 14.5 to 9 14.5 9 23 9 to 20 14.5 20 24 9 to 25 14.5 25 14.5 to 21 14.5 16.34 1.25 15.500 120 10.678 0.0 46.51 1.442 15.500 0.1316 2.040 Vel = 9.14 19.05 1.5 T 65.56 1.682 0.0 65.56 9.9 3.000 120 12.718 9.900 0.0 12.900 0.1174 1.515 Vel = 9.47 14.233 K Factor = 17.38 5.60 15.35 1 E 2.0 7.160 120 7.515 T 5.0 39.000 -2.382 15.35 1.049 Eql 32.0 46.160 0.0798 3.683 Vel = 5.70 0.0 15.35 8.816 K Factor = 5.17 5.60 16.34 1 E 2.0 7.950 120 8.514 Eql 32.0 34.000 -2.382 16.34 1.049 41.950 0.0895 3.755 Vel = 6.07 0.0 1 E 2.0 1.830 120 9.887 T 5.0 7.000 0.0 16.34 1.049 8.830 0.0896 0.791 Vel = 6.07 0.0 21 16.34 10.678 K Factor = 5.00 26 15.5 5.60 19.05 1 T 5.0 1.000 120 11.572 to 5.000 0.433 22 14.5 19.05 1.049 6.000 0.1188 0.713 Vel = 7.07 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen -Williams HILLER FIRE Page 7 LA0799-FIVE BELOW Date 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 0.0 22 19.05 12.718 K Factor = 5.34 27 15.5 5.60 19.15 1 T 5.0 1.000 120 11.698 to 5.000 0.433 28 14.5 19.15 1.049 6.000 0.1200 0.720 Vel = 7.11 28 14.5 0.0 1 T 5.0 6.500 120 12.851 to 5.000 0.0 9 14.5 19.15 1.049 11.500 0.1202 1.382 Vel = 7.11 0.0 9 19.15 14.233 K Factor = 5.08 29 9 5.60 15.61 1 E 2.0 8.130 120 7.767 to Eql 32.0 34.000 -3.032 30 16 15.61 1.049 42.130 0.0822 3.465 Vel = 5.79 30 16 0.0 1 E 2.0 13.000 120 8.200 to T 5.0 7.000 0.0 31 16 15.61 1.049 20.000 0.0822 1.644 Vel = 5.79 31 16 16.07 1 0.510 120 9.844 to 0.0 32 16 31.68 1.049 0.510 0.3059 0.156 Vel = 11.76 32 16 16.34 1.25 16.170 120 10.000 to 0.0 33 16 48.02 1.442 16.170 0.1397 2.259 Vel = 9.43 33 16 18.69 1.5 T 9.9 3.000 120 12.259 to 9.900 0.0 34 16 66.71 1.682 12.900 0.1212 1.564 Vel = 9.63 34 16 18.86 3 T 20.159 1.500 120 13.823 to 20.159 0.650 10 14.5 85.57 3.26 21.659 0.0076 0.165 Vel = 3.29 0.0 10 85.57 14.638 K Factor = 22.37 35 9 5.60 16.07 1 2E 4.0 12.390 120 8.239 to T 5.0 41.000 -3.032 31 16 16.07 1.049 Eql 32.0 53.390 0.0869 4.637 Vel = 5.97 0.0 31 16.07 9.844 K Factor = 5.12 36 9 5.60 16.34 1 E 2.0 8.230 120 8.517 to Eql 32.0 34.000 -3.032 37 16 16.34 1.049 42.230 0.0896 3.783 Vel = 6.07 37 16 0.0 1 E 2.0 1.170 120 9.268 to T 5.0 7.000 0.0 32 16 16.34 1.049 8.170 0.0896 0.732 Vel = 6.07 0.0 32 16.34 10.000 K Factor = 5.17 38 17 5.60 18.69 1 T 5.0 1.000 120 11.137 to 5.000 0.433 33 16 18.69 1.049 6.000 0.1148 0.689 Vel = 6.94 0.0 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen -Williams HILLER FIRE Page 8 LA0799-FIVE BELOW Date 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 33 39 17 to 40 16 40 16 to 34 16 18.69 12.259 K Factor = 5.34 5.60 18.86 1 T 5.0 1.000 120 11.346 5.000 0.433 18.86 1.049 6.000 0.1168 0.701 Vel = 7.00 0.0 1 T 5.0 6.500 120 12.480 5.000 0.0 18.86 1.049 11.500 0.1168 1.343 Vel = 7.00 0.0 34 18.86 41 15.5 5.60 19.05 1 T to 42 14.5 19.05 1.049 42 14.5 0.0 1 T to 43 14.5 19.05 1.049 13.823 K Factor = 5.07 5.0 1.000 120 11.577 5.000 0.433 6.000 0.1190 0.714 Vel = 7.07 5.0 6.500 120 12.724 5.000 0.0 11.500 0.1190 1.368 Vel = 7.07 43 14.5 19.81 3 6.500 120 14.092 to 0.0 8 14.5 38.86 3.26 6.500 0.0018 0.012 Vel = 1.49 0.0 8 38.86 14.104 K Factor = 10.35 44 15.5 5.60 19.81 1 E 2.0 1.000 120 12.509 to 2.000 0.433 45 14.5 19.81 1.049 3.000 0.1280 0.384 Vel = 7.35 45 14.5 0.0 1 T 5.0 1.000 120 13.326 to 5.000 0.0 43 14.5 19.81 1.049 6.000 0.1277 0.766 Vel = 7.35 0.0 43 19.81 14.092 K Factor = 5.28 46 15.5 5.60 20.52 1 T 5.0 1.000 120 13.426 to 5.000 0.433 47 14.5 20.52 1.049 6.000 0.1365 0.819 Vel = 7.62 47 14.5 -3.00 1.25 T 7.432 14.500 120 14.678 to 7.432 0.0 11 14.5 17.52 1.442 21.932 0.0216 0.474 Vel = 3.44 0.0 11 17.52 15.152 K Factor = 4.50 48 15.5 5.60 20.53 1 T 5.0 1.000 120 13.436 to 5.000 0.433 49 14.5 20.53 1.049 6.000 0.1365 0.819 Vel = 7.62 49 14.5 3.00 1.25 T 7.432 52.480 120 14.688 to 7.432 0.0 50 14.5 23.53 1.442 59.912 0.0373 2.236 Vel = 4.62 50 14.5 0.0 2.5 10.000 120 16.924 to 0.0 51 14.5 23.53 2.635 10.000 0.0020 0.020 Vel = 1.38 51 14.5 -3.96 2.5 8.000 120 16.944 to 0.0 52 14.5 19.57 2.635 8.000 0.0014 0.011 Vel = 1.15 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen -Williams HILLER FIRE Page 9 LA0799-FIVE BELOW Date 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 52 14.5 to 53 14.5 53 14.5 to 54 14.5 54 14.5 to 55 14.5 55 14.5 to 56 14.5 -3.55 2.5 16.02 2.635 -3.21 2.5 12.81 2.635 -3.41 2.5 9.4 2.635 -2.96 2.5 6.44 2.635 8.500 120 16.955 0.0 8.500 0.0009 0.008 Vel = 0.94 6.000 120 16.963 0.0 6.000 0.0007 0.004 Vel = 0.75 8.000 120 16.967 0.0 8.000 0.0004 0.003 Vel = 0.55 7.670 120 16.970 0.0 7.670 0.0001 0.001 Vel = 0.38 56 14.5 0.0 3 0.500 120 16.971 to 0.0 57 14.5 6.44 3.26 0.500 0 0.0 Vel = 0.25 57 14.5 -3.15 2.5 7.500 120 16.971 to 0.0 58 14.5 3.29 2.635 7.500 0.0001 0.001 Vel = 0.19 58 14.5 0.0 1.25 T 7.432 65.000 120 16.972 to 7.432 0.0 59 14.5 3.29 1.442 72.432 0.0010 0.071 Vel = 0.65 59 14.5 0.0 1.5 0.750 120 17.043 to 0.0 60 14.5 3.29 1.682 0.750 0 0.0 Vel = 0.48 60 14.5 0.0 1.25 T 7.432 13.750 120 17.043 to 7.432 0.0 61 14.5 3.29 1.442 21.182 0.0010 0.021 Vel = 0.65 61 14.5 0.0 3 8.000 120 17.064 to 0.0 62 14.5 3.29 3.26 8.000 0 0.0 Vel = 0.13 62 14.5 3.15 3 8.170 120 17.064 to 0.0 63 14.5 6.44 3.26 8.170 0 0.0 Vel = 0.25 63 14.5 2.96 3 7.500 120 17.064 to 0.0 64 14.5 9.4 3.26 7.500 0.0003 0.002 Vel = 0.36 64 14.5 3.41 3 6.500 120 17.066 to 0.0 65 14.5 12.81 3.26 6.500 0.0002 0.001 Vel = 0.49 65 14.5 3.21 3 8.500 120 17.067 to 0.0 66 14.5 16.02 3.26 8.500 0.0004 0.003 Vel = 0.62 66 14.5 to 67 14.5 67 14.5 to 12 14.5 3.55 3 7.500 120 17.070 0.0 19.57 3.26 7.500 0.0005 0.004 Vel = 0.75 3.96 3 T 20.159 7.000 120 17.074 20.159 0.0 23.53 3.26 27.159 0.0007 0.019 Vel = 0.90 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations : Hazen -Williams HILLER FIRE Page 10 LA0799-FIVE BELOW Date 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 12 47 14.5 to 49 14.5 49 51 14.5 to 67 14.5 67 52 14.5 to 68 14.5 68 14.5 to 69 14.5 69 14.5 to 66 14.5 66 53 14.5 to 65 14.5 65 54 14.5 to 70 14.5 70 14.5 to 71 14.5 71 14.5 to 64 14.5 64 55 14.5 to 63 14.5 63 57 14.5 to 62 14.5 0.0 23.53 17.093 K Factor = 5.69 3.00 1.25 12.510 120 14.678 0.0 3.0 1.442 12.510 0.0008 0.010 Vel = 0.59 0.0 3.00 14.688 K Factor = 0.78 3.95 1.25 2T 14.864 79.500 120 16.944 14.864 0.0 3.95 1.442 94.364 0.0014 0.130 Vel = 0.78 0.0 3.95 17.074 K Factor = 0.96 3.55 1.25 T 7.432 65.490 120 16.955 2E 7.432 14.864 0.0 3.55 1.442 80.354 0.0011 0.091 Vel = 0.70 0.0 1.5 0.750 120 17.046 0.0 3.55 1.682 0.750 0 0.0 Vel = 0.51 0.0 1.25 T 7.432 13.750 120 17.046 7.432 0.0 3.55 1.442 21.182 0.0011 0.024 Vel = 0.70 0.0 3.55 17.070 K Factor = 0.86 3.21 1.25 2T 14.864 81.000 120 16.963 4E 14.864 29.728 0.0 3.21 1.442 110.728 0.0009 0.104 Vel = 0.63 0.0 3.21 17.067 K Factor = 0.78 3.41 1.25 T 7.432 40.500 120 16.967 7.432 0.0 3.41 1.442 47.932 0.0010 0.050 Vel = 0.67 0.0 1.5 1.000 120 17.017 0.0 3.41 1.682 1.000 0.0010 0.001 Vel = 0.49 0.0 1.25 T 7.432 38.000 120 17.018 7.432 0.0 3.41 1.442 45.432 0.0011 0.048 Vel = 0.67 0.0 3.41 17.066 K Factor = 0.83 2.96 1.25 4T 29.728 80.000 120 16.970 2E 7.432 37.160 0.0 2.96 1.442 117.160 0.0008 0.094 Vel = 0.58 0.0 2.96 17.064 K Factor = 0.72 3.15 1.25 2T 14.864 80.000 120 16.971 2E 7.432 22.296 0.0 3.15 1.442 102.296 0.0009 0.093 Vel = 0.62 Computer Programs by Hydratec Inc. Revision: 50.5520.727 Final Calculations: Hazen -Williams HILLER FIRE Page 11 LA0799-FIVE BELOW Date 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 0.0 62 3.15 17.064 K Factor = 0.76 Computer Programs by Hydratec Inc. Revision: 50.5520.727 o c� WE c Lm7 O i M I-] O v EO O O LO O �DO FIVE BELOW - 44 43 1 41 .A 45 � 42 M� 0 1 3 4 - - -----------1 l$ 5 l Y 6 7 1 16 - 13 14 15 8 17 �N LH CK ROOM lJ( � 1Si 1 54 1Ya 1J4 11t 7 1 11i 1Ya 11 1!4 11i LH STOCKROOM `S' OTD cV 1 55 1Ya 1Je< 1ii1 13� 1M 1Ya 1M o � rJ (ZA Ili 41il 111i Ak lit Ak lit 58 1 --Llji clm im clm % —114 A : 1Sli 1 SCOPE OF WORK 1. THIS T.I. INVOLVES RELOCATION OF EXISTING FIRE SPRINKLER DROPS FOR NEW WALLS/ROOM CONFIGURATIONS. 2. THE BUILDING OCCUPANCY IS NOT BEING CHANGED. GENERAL BUILDING NOTES 1. THIS PLAN DETAILS THE FIRE SPRINKLER SYSTEM FOR FIVE BELOW 78-730 CA-111 LA QUINTA, CA 92253 CONSTRUCTION TYPE: VB OCCUPANCIES: M MAX SPACING LIGHT HAZARD: 225 SQFT MAX SPACING ORDINARY HAZARD- 130 SQFT 2. INSTALLATION SHALL CONFORM TO N.F.P.A.-13 (2022 ED), C.F.C. (2022 ED), C.B.C. (2022 ED). 3. ALL MATERIALS INSTALLED SHALL BE NEW, U.L. LISTED AND/OR F.M. "APPROVED" FOR FIRE PROTECTION USE. 4. ALL SPRINKLER SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH TAMPER SWITCHES. ALL SYSTEMS SHALL BE EQUIPPED WITH A FLOW SWITCH. ALL TAMPERS AND FLOW SWITCHES SHALL BE MONITORED BY AN OFF -SITE PROPRIETARY STATION, U.L. LISTED AND/OR F.M. "APPROVED", AND ACCEPTABLE TO THE AUTHORITY HAVING JURISDICTION. 5. WIRING OF FLOW SWITCHES SHALL BE "NORMALLY CLOSED" FOR CORRECT OPERATION IN ALARM MODE. 6. POWER FOR ALL FIRE SPRINKLER ALARMS SHALL BE TAKEN FROM A DEDICATED CIRCUIT FOR FIRE ALARM USE POWER SUPPLY MUST BE IN SERVICE BEFORE FINAL INSPECTION BY THE FIRE DEPARTMENT. 7. CONTRACTOR SHALL MAKE PIPING ABOVE SUSPENDED CEILINGS ACCESSIBLE TO FIRE DEPARTMENT PERSONNEL FOR VISUAL INSPECTION AS A CONDITION OF FINAL APPROVAL. 8. EXPANSION RINGS WILL BE USED ON ALL NEW SPRINKLER PENETRATIONS. (2 INCH) 9. SPRINKLERS SHALL BE QUICK RESPONSE TYPE. 10. PIPING MATERIAL SHALL BE AS FOLLOWS: SCH. 40 WHEN THREADED OR GROOVED, SCH/ 7 OR SCH 10 WHEN GROOVED. AH2 FLEX HOSE SYMBOL I DESCRIPTION NEW PIPE >• EXISTING PIPE C X-X I CENTERLINE OF PIPE A.F.F. EXX Bts] CENTERLINE OF PIPE BELOW TOP OF STEEL X- X CEILING HEIGHT ELEVATION A.F.F. X X- X NOMINAL PIPE SIZE NOMINAL PIPE LENGTH Main X.X FABRICATION TAG FOR MAIN PIPING #XXX FABRICATION TAG FOR BRANCHLINE PIPING FIRE SPRINKLER RISER +Z T FIRE DEPARTMENT CONNECTION FIRE S SYMBOL LEGEND PRINKLER SYMBOL DESCRIPTION 71 HOSE VALVE MECHANICAL TEE FIRE PROTECTION HANGER FIRE PROTECTION TRAPEZE HANGER --X ■ PIPESTAND FOUR-WAY SWAY SEISMIC BRACING -&-p- TWO-WAY LONGITUDINAL/LATERAL SEISMIC BRACING dk,j END OF BRANCHLINE RESTRAINT SEISMIC BRACING O HYDRAULIC NODE POINT TAG LEGEND WALL LEGEND NEW FIRE SPRINKLER ARMOVER INSTALLED USING EXISTING OUTLET PARTIAL HEIGHT WALL 111 NEW FIRE SPRINKLER FIRE SPRINKLER PLAN ARMOVER INSTALLED FIRE SPRINKLER ROOM DESIGNATION CUSING NEW MECH TEE 0 SCALE: 1/8" = V-0" LH= LIGHT HAZARD (225 FT 2) HYDRAULIC DATA PLATE OH= ORDINARY HAZARD (130 FT 2) Project: FIVE BELOW Date: 05 23 24 SRR= SMALL ROOM RULE Location: 78-730 CA-1 1 1 Sys# : 0 Contractor: HILLER FIRE Zone:O Address : 1601 W Orangewood Ave.. Orange CA Area :0 VICINITY M A P Hazard: Light = OR-1 ❑ OR-2 X❑ EX-1 ❑ EX-2 ❑ NFPA Standard : NFPA 13 2022 ed. System Type: Wet o Density/Area: 0.10 gpm/sfover 1048 sq. ft. area Area/Sprinkler : 150 sf/sp. used. 225 sq.ft. allowed. Feroleto Consttu,Aic'1 4 Q Desert Strea Mfg:l Victaulic Fire Sprinkler Model: V2708 V3204 Desert Stream r Sprinkler Data : Q.R. Orifice: 1 �2" K-factor 5.6 Degree:115 5• c% Sprinklers Flowing : 19 Sprinkler: Hose: 1 00 gpm allowance Ashley PI b�� TOTAL SPRINKLERS ON SYSTEM: n La Quetta Chffhouse Ali - SUMMARY OF FLOW La Quinta 1 � 1 O Park -skate park End Sprinkler Flow: 14.82 gpm @ 7.0 psi Discharge of Flow Sprinklers : 335.399 gpm Von s(-� 'n9 z rn Ma v TOTAL DEMAND BASE OF RISER: (�R) 335.399 gpm @ 76.93 psi Vonsgotrewards I _J Cr La Quinta Park Prime Rcss Dress `or Less Family Me With Hose: 35.399gprn 0 With Rack n a gpm On n La QUint Er SUPPLY DATA: 1.m.c r iiv o c 9 ° r La Quinta High School Location: EXISTING CALC CARD L Test By: Test Date :0 City Static : - psi; Residual: psi; Flow: gpm �o'.-r- •.' IQ Fire Pump Rating: n o gpm @ n a psi; Elec. 0 Diesel: 0 Q HCDbY Lobby -. -: ,t Burger PIPE DATA C-Factor : Aboveground= 120 Underground= 150 Trar Pipe Type: Sch 40� Lt. Wall❑ XLF CPVC COPPER ❑ KCnI 5 STORAGE CommodityClass :❑ Max. H t:❑ft. Min Clear Aisle width❑ft. g rn � Fig. No. (231-C) : ❑ Curve : 0 Sprinkler/Level to Flow❑ s` a Advanced Women's Rack Demand: ❑ gpm @ 0 psi @ ref. point 0 o e Q HealthCare L Backflow Preventer: Mfg.O Model: - E t Corporaie Centre Di 0 a- 3 Dwe=Hone ° irn:�rovemert N E outs Farmers Market O Best Blry NEW CALC CARD c� C. nemar.: Cenr,;r, © La r�,�i^�n 3.1r! �'� on Heatth Urgent Te'get ulnta La Quinta Valley PI N.T.S. N � Aver Q EXISTING CALC PLATE DROP DETAILS HANGER DETAILS KEY PLAN SPRINKLER LEGEND ARMOVER > V-0" REQUIRES A HANGERr b4 MECHANICAL TEE ARMOVER > V-0" REQUIRES A HANGER VICTAULIC AH2 48" FLEXIBLE STEEL 1" BRAIDED HOSE a Q n VICTAULIC AH2 48" FLEXIBLE r m u . GPWSQ STEEL 1" BRAIDED HOSE SQ NOTE: FOR HARD LID CEILING, USE: y (2) #10 X 1 1/2 SELF TAP SCREWS ON EACH SIDE OF BRACKET SQUARE BAR SQUARE BAR O , GPM STUD ST �,. ST an" DROP CEILING END BRACKET ASSEMBLY DROP CEILING END BRACKET ASSEMBLY IFASTA NEW CONCEALED PENDENT NEW CONCEALED PENDENT FLEX DROP - DETAIL FLEX DROP - DETAIL 760-323-5993 SCALE -NONE SCALE -NONE z O 0 CO LL 0 rn z O > w � m Q co Q > a w w w 0 0 *k O �6 W > QC) LO LO 00 CY) 0 0> (D N c) L0 O O co co W Q co co 0 U � -- U C0 O Z Z 0 W Z O W coo � U_ J r► O (E)A�,p�PATMCF Sprinkler Head Schedule � rltA,� to tRA6N __q -`--"` ' e+aoau� Symbol Count Thread K—Factor Description Note JOB NUMBER: 1/2" 5.6 EXISTING 200° OR UPRIGHT LA-0799 �'� y ► O 7 1/2" 5.6 TY3531 1/2 200° OR WHITE DATE: CONCEALED PENDENT 23-Ma 24 WOOD JOIST R' y 7 = Total Number of Heads This Floor z WOOD JOIST - 1 � -• ter ° •.�� SAMMY SIDEWINDER 3/8" - ► -+ + • • -► ' a;. ;p DRAWN BY: CHECKED BY: 1/4" x 2" FOR 1' - 2" PIPE'''°° A. ARENAS J. TOP 3/8" x 2 1/2" LAG FOR 2 1/2" - 4" PIPE a ` ; - (ry- J °'°`" SAMMY SUPERS SCREW 3/8" A&�_ s �1 I "' - --f ' �- 1/4" x 2" FOR 1' 2" PIPE Q�IR �,�a0`� $ - 1r F• 1 SCALE: .� FIG. 100 - 3/8" = 1" 4" PIPE 3/8" x 2 1/2" LAG FOR 2 1/2" 4" PIPE Q�,Lpt �:+" -'+ -F� ALL THREAD HANGER ROD t �---+ AS NOTED FIG. 105 - 3/8" = 1" 4" PIPE L` `" 141 COACH SCREW HANGER ROD 1 SHEET NUMBER: llll FIG. 200 FIG. 200 _ ADJUSTABLE RING HANGER L - F01 ® ADJUSTABLE RING HANGER O_A__a i--�r(E)A=lWMFAt11OF w/ SURGE REST. AT END OF LINE I w/ SURGE REST. AT END OF LINE — — �+ — --t r 3 - tss0 I ' 0 a J _ ri _ I _ MD+� � _ • m UJ LINE / MAIN - HANGER DETAIL LINE / MAIN - HANGER DETAIL — -t- -rE ACGE558.E= W SCALE -NONE SCALE -NONE • i I > OF Sr y I I O Q -_J REVISION- DATE: Q 0 23-May-24