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07-1913 (RC)P.O. BOX 1504 78-495 CALLE TAMPICO LA QUINTA; CALIFORNIA 92253 BUILDING & SAFETY DEPARTMENT BUILDING PERMIT .Application Number: ,_'___67__0__00_01913 Property Address: 46600 .WASHINGTON STSTE 1 APN: 643-020-999-3" -30 03 Application description: REMODEL - COMMERCIAL Property Zoning: REGIONAL COMMERCIAL Application valuation: 220'000 Applicant: Architect or Engineer: Owner: WASHINGTON 111 LTD C/O JACK TARR 30240 RANCHO VIEJO RD. STE. B SAN JUAN CAPISTRANO, CA 92675, VOICE (760) 777-7012 FAX (760) 777-7011 INSPECTIONS (760) 777-7153 Date: 10/16/07 Contractor: v 4 SHAY CONSTRUCTION .4033b'WINCHESTER STE PMB 4 OCT O TEMECULA, CA 92591 t^� L909)261-1770 No.": 724247 " LICENSED CONTRACTOR'S DECLARATION WORKER'S COMPENSATION DECLARATION 1 hereby affirm under penalty of perjury that I am licensed under provisions of Chapter 9 -(commencing with I hereby affirm under penalty of perjury one of the following declarations: Section 7000) of Division 3 of the Business and PrqWsonals Code, and.my License is in full force and effect. _ I have and will maintain a certificate of consent to self -insure for workers' compensation, as provided License Cla s: B p ense 724247 for by Section 3760 of the Labor Code, for the performance of the work for which this permit is 1C�2_& f c % ate: tract6rs-�e1M. issued, 1 have 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. My workers' compensation OWNER -BUILDER DECLARATION - insurance carrier and policy number are: 'I hereby affirm under penalty of perjury that I am exempt from the Contractor's State License Law for the Carrier STATE FUND - Policy Number 003543-2067 following reason (Sec. 7031 .5, Business and Professions Code: Any city or county that requires a permit to _ I -certify that, in the performance of the work for which this permit is issued, I shall not employ any construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the person in any manner so as to becomesubjectto the workers' compensation laws of California, -' •permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractor's State and agree that, if I -should beco b'ect to.the workers' compensation provisions of Section . License Law (Chapter 9 (commencing with Section 7000) of -Division 3 of the Business and Professions Code) or 3700 of the Labor Co I shat orthw4 with those provisions. _ that he or she is exempt therefrom and the basis for the alleged exemption. Any violation of Section 7031.5 by `mply tCiZG r • any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).:ate: 1 V7 licant:` (_) I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and / _ the structure. is not intended or offered for sale (Sec. 7044, Business and Professions Code: The - WARNING: FAILURE TO SECURE WORKERS' COMPENSATION COVERAGE IS UNLAWFUL, AND SHALL - Contractors' State License Law does not apply to an owner of property who builds or improves thereon, SUBJECT AN EMPLOYER TO CRIMINAL PENALTIES AND CIVIL FINES UP TO ONE HUNDRED THOUSAND and who does the work himself or herself through his or her own employees, provided that the ' DOLLARS ($100,000). IN ADDITION TO THE COST OF COMPENSATION, DAMAGES AS PROVIDED FOR IN . - improvements are not intended or offered for sale. If, however, the building or improvement is sold within SECTION 3706 OF THE LABOR CODE, INTEREST, AND ATTORNEY'S FEES. ' one year of completion, the owner -builder will have the burden of proving that he or she did not build or improve for the purpose of sale.). ' (_ 1 I, as owner of the property, am exclusively contracting with licensed contractors to construct the project (Sec. 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who builds or improves thereon, and who contracts for the projects with a contractor(s) licensed pursuant to the Contractors' State License Law.). 1 1 I am exempt under Sec. B.&P.C. for this reason Date: Owner: CONSTRUCTION LENDING AGENCY ' I hereby affirm under penalty of peijury that there is•a construction lending agency for the performance of the work for which this permit is issued (Sec. 3097, Civ. C.). Lender's Name: Lender's Address - LQPERMIT APPLICANT ACKNOWLEDGEMENT . IMPORTANT Application is hereby made to the Director of Building and Safety for a permit subject to the conditions and restrictions set forth on this application. ' .1. Each person upon whose behalf this application is made, each person at whose request and for .whose benefit work is 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 180 days from date of issuance of such permit, or cessation of work for 180 days will subject permit to cancellation. I certify that I have read this application and state that the above informationiscorrect. I agree to comply with all city and county ordinances and state laws relating to buil g construe , hereby a horize representatives of thi count/Y/Y/Y/}'ttoo enter upon a above-mentioned propert inspectiDn.purpose ate: l� —/ signature (Applicant or Agentl: Jr/ LQPERMIT Application Number . . . . - 07-00001913 ------ Structure Information 2,307SF TI [BOUCHEE]/V-NR/A-3/56-OL ----- Other struct info .. . . - CODE EDITION 2001/2005 FIRE SPRINKLERS YES MIXED-USE OCCUPANCY A-3 OCCUPANT LOAD 56.00 ---------------------------------------------------------------------------- 1ST FLOOR SQUARE FOOTAGE 2307.00 Permit . . . BUILDING PERMIT Additional desc - Permit Fee 1059.50 Plan Check Fee - 688.68 Issue Date . . . . Valuation . . . 220000 Expiration Date 4/13/08 Qty Unit Charge Per Extension BASE FEE 639.50 120.00 - 3.5000 ----------------------------------------------------------------------------- THOU' BLDG•100,001-500,000 420.00 Permit ELECT - ADD/ALT/REM Additional desc . Permit Fee 61.14 Plan. Check Fee .` 15.29 Issue Date Valuation 0 Expiration Date 4/13/08 Qty Unit Charge Per Extension BASE FEE 15.00 2307.00 .0200 ELEC GARAGE OR NON-RESIDENTIAL 46.14 Permit . . MECHANICAL Additional desc . Permit Fee 39.00 Plan Check Fee .,. 9.75 Issue Date Valuation 0 Expiration Date,• 4/13/08 Qty Unit Charge Per Extension BASE FEE 15.00 1.00 4.5000 EA MECH VENT INST/ DUCT ALT _ 4.50 1.00 6.5000 EA MECH VENT FAN 6.50 2.00 6.5000 ----------------------------------------------------------------------------- EA MECH EXHAUST HOOD, 13.00 Permit . . PLUMBING Additional desc _• Permit Fee . . . . 156.75 Plan Check Fee 39.19 Issue Date . . . Valuation 0 LQPERMIT Application Number . . . . . 07-00001913. Permit . . . . . PLUMBING Expiration Date 4/13/08 Qty Unit Charge Per Extension BASE FEE 15.00 18.00 6.0000 EA PLB FIXTURE 108.00 1.00 7.5000 EA PLB WATER HEATER/VENT 7.50 . 1.00 3.0000 EA PLB WATER INST/ALT/REP 3.00 11.00 .7500 EA PLB GAS PIPE >=5 8.25 1.00 15.0000 EA PLB GAS METER 15.00 --------------------------------------------------- Special Notes and Comments 2,307SF TENANT IMRPOVEMENT [BOUCHEE FINE FOODS]/V-NR/A-3 OCCUPANCY/56-OL. ^. THIS PERMIT DOES NOT INCLUDE SIGNAGE OR OUTDOOR LIGHTING FOR PATIO..2001 CBC, CMC, CPC, 2004 CEC, 2005 ENERGY. _ October 16, 2007 8:09:02 AM AORTEGA - --------------------------------------------------------- Other Fees ACCESSIBILITY PLAN --------- REVIEW --- 68.87 -ENERGY REVIEW FEE 68.87 STRONG MOTION ( SMI) -: COM • 4 6 . 2 0' • ; �• Fee"'summary Charged',I Paid Credited Due ------- -7 --------- --- ---•---------- Permit Fee Total 1316.39 . 00 ,.00 ------- 1316.39 Plan Check Total 752.91 .00, .00. .752.91 ` ' Other Fee Total 183.94 .00 00. 183.94`, Grand Total 2253.24 -. 00- .00 2253.24, t LQPERMIT ' *q�pva� wt, 0 7 1.24 at y �� qck X6 q��1 4, a*j—� � , -C kt4, CoI a' JW I%i 4 %,A a f City of La Quints Building & Safety Division P.O. Box 1504, 78-495 Calle Tampico La Quinta, CA 92253 - (760) 777-7012 Building Permit Application and Tracking.Sheet Permit # �� + �� Project Address: 44p -boo I Owner's Name: A. P. Number: `�-ja.�[,g `� Address: Legal Description: City, ST, Zip: Contractor: Telephone: i Address: Project Description: City, ST, Zip: W S Telephone: State Lic. # : City Lic. #: Arch., Engr., Designer: Address: City, ST, Zip: Telephone: F , Construction Type: Occupancy: State Lic. #: Project type (circle one): New Add'n Alter Repair Demo Name of Contact Person: Sq. Ft.: #Stories: # Units: Telephone # of Contact Person: Estimated Value of Project: APPLICANT: DO NOT WRITE BELOW THIS LINE # Submittal Req'd Rec'd TRACKING. PERMIT FEES Plan Sets a Plan Check submitted b(°� Item Amount . Structural Calcs. Reviewed, ready for corrections IPlan Check Deposit Truss Calcs. Called Contact Person Plan Check Balance Energy Calcs. Plans picked up Construction Flood plain plan Plans resubmitted 1,0 Mechanical Grading plan 2nd Review, ready for corrections/issue 8 Electrical Subcontactor List Called Contact Person Plumbing Grant Deed Plans picked up Q top') S.M.I. H.O.A. Approval Plans resubmitted Grading IN HOUSE:= ''d Review, ready for correcti Developer Impact Fee Planning Approval Called Contact Person I A.I.P.P. Pub. Wks. Appr Date of pe it issue School Fees 1 I Total PermitF es 0 7 1.24 at y �� qck X6 q��1 4, a*j—� � , -C kt4, CoI a' JW I%i 4 %,A a f Plan Check # Project Name RIVERSIDE COUNTY COMMUNITY OFFARTMENT ENVIRONMENTAL HEALTH FOOD ESTABLISHMENT PLAN APPROVAL NOTICE Bouchee Fine Foods Date 7/31/07 Address 46-600 Washington St. La Quinta Plans Submitted by Larry Whyman Phone (760) 776-4068 Owner Tim Degross Address 72-185 Painters Path, Palm Desert Phone (760)340-5311 The plans are now approved subject to the conditions listed below and the attached compliance sheet 1. Provide a grease interceptor sizing letter from the appropriate agency prior to final construction approval. Provide a certified air balance report for the exhaust hood and make up air. 2. The food preparation sink must be minimum 18" x 18" x 12" deep with at least one integral 18" x 18" drain board. A change was made by Larry Whyman and emailed via PDF file which was placed into the file. See redline correction sheet K 1.0. 3. Provide an approved double check valve on the water line to the espresso machine. 4. Provide minimum 12" high metal splash guards on the sides of the hand sinks located within 18" of other equipment. 5. Provide employee lockers in an approved location with approved finishes. At least one locker shall be provided for each employee during their shift. 6. Provide stainless steel or light colored smooth ceramic tile on the wall behind the cook line from the bottom of the hood to the top of the cove base. 7. The trash enclosure must have smooth finishes and be sealed with an epoxy sealer to be impervious to grease. 8. The Sodir "Panini" grill is exempt from hood ventilation with the exception that only one is installed for the heating of sandwiches and pastries. The "Diablo" model is not. Larry Whyman emailed a pdf file of the Panini grill to be installed. 9. All sneeze protection will be evaluated and approved at field inspections. 10. Ceramic or quarry tile floor the must be installed with integral 3/8" radius cove base tiles that are compatible. Top set sanitary ceramic cove "slim foot" shall not be installed on tile floor. Samples issued are of quarry tile and compatible cove base which are acceptable 11. All floor sinks must be easily accessible for inspection and cleaning. Changes have been made via email of pdf file to relocate the floor sinks in the front service area Floor sinks shall not be in walk ways. CONSTRUCTION INSPECTIONS: Contact the Plan Checker for a Preliminary Inspection when construction is approximately 80% complete, with plumbing, rough ventilation, and rough equipment installed. Request for inspection should be made at least five (5) working days in advance. A FINAL INSPECTION MUST be made upon completion of ALL work including finished details. APPROVAL to '1 operate shall not be granted, or remodeled areas approved to operate, until the facility has passed the FINAL INSPECTION, and "APPLICATION TO OPERATE" has been completed and PERMIT FEES have been paid. Request for inspection should be made at least five (5) working days in advance. PLANS CHECKED BY Kelly Amon, REHS Phone (760) 320-1048 I acknowledge the corrections noted herein and as indicated on the plans and agree to incorporate them during construction: Signature I/ik',/- �-� Date Company DEH -SAN -178 (Rev 2/06) 09 Corona Hemet Indio Murrieta Palm Springs Riverside '1'17C o Ad..:.. Cr c..«.. 1ne om C C.....].......... A7.nCn A....l.:.. Cr "A" 'lp7An M... !'........,.'1Cm AT T)..1... �'.......... Tl.. A(1LG ('......... /':.. z.. •5 06-27-2007 06:23am From -MI) PD SATELLITE +7603919638 T-798 P.002/002 F-062 CO,A,CHELLA VALLEY WATER DISTRICT ASSESSOR'S PARCEL NUMBER 85-995 Avenue 52 _ �� /)�J► �-/� 2� Coachdla,. Chit nia 92236 • (760) 3984651- APPLICATION 98-x651-APPLICATION FOR WASTEWATER INTERM?TOWSEPARATOR APPROVAL APPLICANT: Submit this form with a copy of a SCALED plot plan (1"= 20' to 1"= 40' SCALE) drawn to District specifications. A nonrefundable filing fee is requi ed when the application is submitted. Cbwk must be made payable to the Coachella Valley Water District. Approval of this application shall remain valid for a period not to exceed one (1) year from date of payment. Plan Check No. Agent, Contractor, Contact Person Address City State Zip Telepbone Owner Address City State tip Telephone M Job �M#M V PLE&E COMPLETE THIS AECTION FOR REVIEW OF FOOD ESTABLISHMENTS NOTE: PLANS WILL NOT BE ACCRETED UNLESS THIS APPLICATION IS COMELETE AND THE PLAN CHECK FEE IS PAID. GENERAL CONSTRUCTION: Type of Constr uctioa: New Food Facility —)L Remodel of Existing Food Establishment Hours of Operatim Capacity: Internal —1-1- Rdemal External Seating with Misters or Heaters Bar with Food Srnice Bar Nonfood SeM water Softener Stevens: Multiservice (reusable) Single Service (disposable) OWNEWREPRESENTATME DECLARATION: I certify that I have read the entire application and state that all information is correct. I undersand that the amormt of fee paid is based on my declaration of information an this form and that incorrect information is Sm=ds for denial of the submitted plans. I also tmdecstand that plans will be • discarded if not picked up within sixty (60) days of approval or dadal and that no inspection of my establishment will be conducted, or approval gamed to operatic, until all proper information rt qn ed has been received and plans have been approved and returned. Signature f ::;.�� •<,': FOR:DISTRICT•.USE No. of SYM& ITY940M39"u(s) No. Dwelling Unita [] Sand/Oil ❑ Grease interceptor waived a) . W',/L,, . 9 AApproved *See Remarks OExisting Addition IM Connect to Sewer 0 Denied ❑ Conditional Approval* 7 Fbm= Units i1mt Trap 13 — ❑ Clarifier 02000 Gal. �� Fee Check Na. zq'�,,/ Date 7,1-110-7 Inidal CVWD-921 COUNTY OF RIVERSIDE COMMUNITY HEALTH AGENCY, DEPARTMENT OF ENVIRONMENTAL HEALTH ENVIRONMENTAL .'HEALTH SERVICES SUPPLEMENTAL REPORT TO SAN. 'FORM # DATE SUBJECT �\4 4e PERMIT NO. Ll (.D"60 0 ADDRESS INSPECTOR REMARKS:. 111y\ C. +-f 7, P AekAJ at 40A 01 Ire- CA Ij 4� Prob�C k IV) k- 4yo 0 VI -n < -c4 j9p ro (>e IV (20 1(ec 4S ✓wn 1. 01 pp I'c G. k'v, 4,1\ J q 2 .ov CllleV 20d s-- rl-ec,ei-Pf IA A ZO 7 r� -7,6 3 10� DEH -SAN -118 (Rev 8/02j Distribution: WHITE—Office; CANARY—Owner; PINK—Office ' may.... ,..�,o. • y " .s..� .:.4 ....' -..,.- ,5;..; �.. %!c,•.Gif}.. (wPost Coachella Valley Water District Office Box 1058, Coachella Ca. 92236 (760) 398-2651 or (800) 262-2651 toll-free within' the Coachella Valley SOURCE CONTROL PROGRAM . ` INTERCEPTOR/SEPARATOR INSPECTION Name of discharger Address of discharger VIOLATION'OF REGULATIONS GOVERNING SANITATION SERVICE PART 9 (ACCEPTABLE RANGE) (INSPECTION RESULTS) ❑ LOWER EXPLOSIVE LIMIT 10 percent -or less ❑ HYDROGEN SULFIDE 10 ppm or less ❑ PH RANGE 5.0 to 9.5 ❑ GREASE AND OIL 150._mg/1. :L.. ❑ SUSPENDED SOLIDS 500 mg/1 - ! ❑ BIOCHEMICAL OXYGEN DEMAND 400 mg/1 Grease interceptor/separator capacity has been exceeded. Interceptor/separator must be completely pumped to obtain compliance. Pumping receipt is to be provided at the time of the recheck inspection on ❑ Excessive odor in violation of the Rules and Regulations Governing Sanitation Service Part 9, section 9,; Subsection 9-1 (9), which states; "Any noxious or malodorous gas or substance in a .°quantity capable of creating a public nuisance." 0 Oil'and sand separator capacity has been exceeded. Oil and sand separator must be ,completely pumped to obtain compliance.. Pumping receipt is to be provided at the time of the recheck inspection' on ❑ Excessive; oil- and/or grease in sample.box. . ❑ Interceptor/separator inaccessible for inspection, in violation of the Rules and Regulations G&vr ing:Sanitation Services -Part 9, Section 9-5, which'states in part, "All interceptors/separators r, shall be ,of •a type and capacity approved .by the General Manager, and shall be located as to. be' readily 'and easily accessible for cleaning and inspection. MECHANICAL MALFUNCTION DUE `TO: ❑ 1. Missing, sanitary. tee .in the sample box. ❑ 2. Baffle tubes missing. 0,1 Baffle tubes plugged. ❑ 4. Discharge line restricted. ❑ 5. Baffles are submerged due to a restriction in the discharge line, interceptor needs to be pumped to obtain compliance. 6. Interceptor/separator inaccessible for inspection, in violation of the Rules and. Regulations Governing Sanitation Services Part 9, section 5, which states in part, "All Interceptors/Separators shall be of a type and capacity approved by the General' Manager, and shall be located as to be readily and easily accessible for cleaning and inspection." / These. violations must be corrected within 7 days of receipt of this noncompliance order. In compliance r: ___REMARKS_.. 5 LA -r rLn L_ GWAS -Me=Nf Acc, e A 5 V c3,v2 RECEIPT OF NOTICE ACKNOWLEDGED BY DISCHARGER rinted Name and Title Signature • ��QG1/�'�' LriiyT/'-C� LGD�U��/B�C1/��,;/�6��' Inspector ' : Date 0 Certificate of Occupancy Building &Safety Department This Certificate is issued pursuant to the requirements of Section 109 of the California Building Code, certifying that, at the time of issuance, this. 'structure was in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 46-600 WASHINGTON STE #1 Use classification: COMMERICAL (BOUCHEE FINE FOODS) Occupancy Group: AA=3 Owner of Building: WASHINGTON 111 LTD Building Official Type of Construction: VN Building Permit No.: 07-1913 Land Use Zone: RC Address: 30-240 RANCHO VIEJO RD. STE B City, ST, ZIP: SAN JUAN CAPISTRANO, CA By: STEVE TRAXEL Date: January 17, 2008 POST IN A CONSPICUOUS PLACE CERTIFICATE OF COMPLIANCE (Part 1 of 4) PROJECT NAME BOUCHEE FINE FOODS AND MARKET PROJECT ADDRESS 46-600 WASHINGTON STREET SUITE 1 LA QUINTA, CALIFORNIA 92262 PRINCIPAL DESIGNER -LIGHTING TFI FPMnNF METHOD OF COMPLIANCE VICTOR LEON' ® LTG -1-C, Parts 1 of 4 and 2 of 4 (760) 340-9005 GENERAL INFORMATION Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed ® LTG -1-C, Parts 4 of 4 DATE OF PLANS 1 9-12-07 BUILDING CONDITIONED FLOOR AREA 2224 BUILDING TYPE ® NONRESIDENTIAL ❑ HIGH RISE RESIDENTIAL ® CONDITIONED SPACES ❑ UNCONDITIONED SPACES ❑ INDOOR/ OUTDOOR SIGNS PHASE OF CONSTRUCTION ❑ NEW CONSTRUCTION ❑ ADDITION ® ALTERATION METHOD OF COMPLIANCE Room Cavity Ratio Worksheet ❑ LTG -8-C ❑ PERFORMANCE ❑ COMPLETE BUILDING ® AREA CATEGORY ❑ TAILORED STATEMENT OF COMPLIANCE Line Voltage Track Lighting Worksheet ❑ OLTG-4-C LTG -1-C DATE Building Permit # Checked by/Date Enforcement Agency Use ZONE 1 15 COMMON LIGHTING This Certificate of Compliance lists the building features and performancespekttfications ne comply 'th Title 24, Parts 1 and 6 of the California Code of Regulations. This certificate applies only to building lighting requirements. The documentation preparer hereby certifies that the documentation is to complete. VICTOR LEON I W �� I9-12-07 The Principal Lighting Designer hereby certifies that the proposed building design represent et of construction documents is consistent with the other compliance forms and worksheets, with the specifications, and with any other calculations submitted with this permit application. The proposed building has been designed to meet the lighting requirements contained in the applicable parts of Sections 110, 119, 130 through 132, 146,148 and 149 of Title 24, Part 6. ® The plans & specifications meet the requirements of Part 6 (Sections 10-103a). ❑ The installation certificates meet the requirements of Part 6 (10-103a3). ❑ The operation & maintenance information meets the requirements of Part 6 (10-103c). Please check one: (These sections of the Business and Profesions Code are printed in full in the Nonresidential Manual.) ® I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer or electrical engineer, or 1 am a licensed architect. ❑ I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed tractor performing this work.' ❑ I affirm that I am eligible under Division 3 of the Business and P ions de to sign th' d ent because it pertains to a structure or type of work described as exempt pursuant to Business and Professi e S tin 6737. PRINCIPAL LIGHTING DESIGNERS NAME I SIGNATUDATE LIC. # RANDALL V. MOSS4id9-12-07 E13453 IQ M LIGHTING MANDATORY MEASURES IN ✓ ® Indicate location on plans of Note Block for Mandatory Measure E1.2 LIGHTING COMPLIANCE FORMS & WORKSHEETS (check box if worksheet is included) ® LTG -1-C, Parts 1 of 4 and 2 of 4 Certificate of Compliance. Part 1 of 4 and 2 of 4 are required for all submittals ❑ LTG -1-C; Parts 3 of 4 Certificate of Compliance. Part 3 of 4 submittal is required only if Control Credits are claimed ® LTG -1-C, Parts 4 of 4 Certificate of Compliance. Part 4 of 4 submittal is required when lighting controls are installed ® LTG -2-C Indoor Lighting Schedule ❑ LTG -3-C Portable Lighting Worksheet ® LTG4-C Lighting Controls Credit Worksheet ® LTG -5-C Indoor lighting Power Allowance ❑ LTG -6-C Tailored Method Worksheet ❑ LTG -7-C Room Cavity Ratio Worksheet ❑ LTG -8-C Common Lighting Systems Method Worksheet ❑ LTG -9-C Line Voltage Track Lighting Worksheet ❑ OLTG-4-C Signs (See OLTGA-C Sign Worksheet in Chapter 6, Outdo i tin nd Signs Chapter) BUILDING & SAFETY DEPT. APPROVED FOR CONSTRU ON DA lD ; f CERTIFICATE OF COMPLIANCE (Part 2 of 4) LTG -1 -C PROJECT NAME DATE BOUCHEE FINE FOODS AND MARKET 9_12-07 ' INSTALLED INDOOR LIGHTING POWER FOR CONDITIONED AND UNCONDITIONED SPACES NOTE TO FIELD SPACE CONTROLLED Lists the location of controlled lights INSTALLED. NOTED TIME SIMTCH SHEET E1.1 WATTS INSTALLED LIGHTING, CONDITIONED SPACES (From LTG -2-C) 3662 PORTABLE LIGHTING (From LTG -3-C) + O LIGHTING CONTROL CREDIT, CONDITIONED SPACES (From LTG -4-C) _ 274 CONDITIONED SPACE ADJUSTED. INSTALLED LIGHTING POWER 3388 INSTALLED -LIGHTING; UNCONDITIONED SPACES (From LTG -2-C) — LIGHTING CONTROL'CREDIT, UNCONDITIONED SPACES (From LTG -4-C) _ • _ UNCONDITIONED SPACE ADJUSTED INSTALLED LIGHTING POWER = _ ALLOWED INTERIOR LIGHTING POWER FOR CONDITIONED SPACES Ej COMPLETE BUILDING METHOD (from LTG -5-C) AREA CATEGORY METHOD (from LTG -5-C) ® TAILORED METHOD (from LTG -5-C) ALLOWED WATTS ALLOWED LIGHTING POWER 3854 ALTERNATE COMPLIANCE ✓ ❑ PERFORMANCE METHOD COMMON LIGHTING SYSTEM (from LTG -B -C) ALLOWED INTERIOR LIGHTING POWER FOR UNCONDITIONED SPACE (From LTG -5-C) Waw MANDATORY LIGHTING MEASURES FOR INDOOR AND DAYLIT AREAS . MANDATORY INDOOR AND nAVI InNTINr. Al ITnuATIr rnuToni c CONTROL LOCATIO (Room #, Area #, or Description) ' CONTROL IDENTIFICATION CONTROL TYPE (Auto Time Switch, Dlmming,Photosensor, etc.) ✓ If Control is for Daylighting NOTE TO FIELD SPACE CONTROLLED Lists the location of controlled lights KITCHEN NOTED TIME SIMTCH SHEET E1.1 TIME SWITCH ENTIRE SUITE DINING O�DDIMMINGH2 orano DIMMING DINING ✓ � f , 4 CERTIFICATE OF COMPLIANCE (Part 4 of 4) LTG -1 -C PROJECT NAME BOUCHEE FINE FOODS AND MARKET DATE 9_12_07' Designer: This form is to be used by the designer and attached to the plans. Listed below are all the acceptance tests for lighting systems. The designer is required to check the boxes by all acceptance tests that apply and list all equipment that require an acceptance test. If all equipment of a certain type requires a test, list the equipment description and the number of systems to be tested in parenthesis. The NJ number designates the Section in the Appendix of the Nonresidential ACM Manual that describes the test. Also indicate the person responsible for performing the tests (i.e. the installing contractor, design professional or an agent selected by the owner). Since this forth will be part of the plans; completion of this section will allow the responsible party to budget for the scope of work appropriately. Building Departments: Systems Acceptance. Before an occupancy permit is granted for a newly constructed building or space, or a new space -conditioning system serving a building or space is operated for normal use, all control devices serving the building.or space shall be certified as meeting the Acceptance Requirements for Code Compliance. In addition a Certificate of Acceptance, LTG -1-A, Forms shall be submitted to the building department that: A. Certifies plans, specifications, installation certificates, and operating and maintenance information meet the requirements of § 10- 103(b) and Title 24 Part6. , Test Description Test Performed By: ® LTG -2-A: Lighting• Control Acceptance Document - Occupancy Sensor Acceptance INSTALLING CONTRACTOR - Manual Daylight Controls Acceptance l - Automatic Time Switch Control Acceptance Equipment requiring acceptance testing OCCUPANCY SENSORS AUTOMATIC TIME SWITCH ❑ LTG -3-A: Automatic Daylighting Controls Document Equipment requiring acceptance testing P INDOOR LIGHTING SCHEDULE (Part 1 of 2) LTG -2-C PROJECT NAME BOUCHEE FINE FOODS AND MARKET 9-12-07 INSTALLED LIGHTING POWER FOR CONDITIONED SPACES Luminaire Lamps/Ballasts Installed Watts C I Q E F G Name Type Description y m'0 z mg c a 3r m m x w m z mg c 300 w c 3,x m m / D _ m 0 n T r Z 3 �Q Gl m y o iv m a v N 1 LOW VOLTAGE RAIL SYSTEM. MR16 12 50 — 600 1 600 2 LOW VOLTAGE RAIL SYSTEM MR16 3 50 — 150 4 400 3 L.V. CHANDELIER MR16 1 . 50 — .75 12 900 4 L. V. WALLWASH MR16 1 50 — 50 3 150 5 L. V. CHANDELIER MR16 1 50 — 50 6 300 6 SURFACE WRAPAROUND FLUOR. 2 32 1 64 1 64 7 TROFFER FLUOR. 2 32 1 64 5 320 8 TROFFER FLUOR. 2 32 1 64 9 576 9 DOWNLIGHT FLUOR. 1 32 1 32 1 7 224 . 10 WRAPAROUND FLUOR. 2. 32 1 64 2 128 PAGE TOTAL 3662 BUILDING TOTAL (sum of all pages) + 0 PORTABLE LIGHTING (From LTG -3-C) + 0 CONTROL CREDIT (from LTG -4-C) ADJUSTED ACTUAL WATTS = 3388 2005 NONRESIDENTIAL COMPLIANCE FORMS . January 2006 LIGHTING CONTROLS CREDIT WORKSHEET (Part 1 of 2) LTG - 4 -CONTROL CREDITS FOR CONDITIONED SPACES PROJECT NAME DATE: BOUCHEE FINE FOODS AND MARKET 9-12-07 A B C D E I F I G H I J RooMo ZONE ID CONDITIONED AREA LIGHTING CONTROL DESCRIPTION PLANS REFERENCE ROOM AREA (ft) DAYLIGH ING WATTS OF CONTROL LIGHTING LIGHTING ADJUSTMENT FACTOR= CONTROL WATTS Mx9 WINDOW SKYLIGHTCREDIT WINDOW Glazing EFFECTIVE RATIO VLT APERTuRE DINING DIMMING E2.0 1407 2350 .10 235 OFFICE OCC. SENSOR E2.0 48 64 .20 13 BATH 1 OCC. SENSOR E2.0 .49 64 .20 13 BATH 2 OCC. SENSOR E2.0 49 64 .20 13 a 1) From Equation 146-A 2) From Table 146-A PAGE TOTAL 274 BUILDING TOTAL >274 Enter in LTG -2-C: Lighting Control Credit 2005 Nonresidential Compliance Forms January 2006 n COMPLETE BUILDING METHOD - CONDITIONED SPACES oce WATTS COMPLETE ALLOWED BUILDING CATEGORY (FROM § 146 Table 146-B) ra'i Pint' ecce WATTQ AREA CATEGORY METHOD - CONDITIONED SPACES B C D AREA CATEGORY (From §146 Table 146-0) WATTS, PER (ft) z (ft) ALLOWED WATTS DINING 1.1 1407 1548 CORRIDOR, RESTROOMS .6 183 110 OFFICE 1.2 48 58 KITCHEN 1.6 586 938 CHANDELIERS (DINING 1407 S.F. — (12)3'S & (6)5'S) '1200 TOTALS 2224 AREA 3854 WATTS TAILORED METHOD - CONDITIONED SPACES TOTAL ALLOWED WATTS TAILORED METHOD - UNCONDITIONED SPACES TOTAL UNCONDITIONED SPACES ALLOWED WATTS (From LTG -5-C and LTG -6-C) 2005 NONRESIDENTIAL COMPLIANCE FORMS January 2006 I I LIGHTING MANDATORY MEASURES LTG -MM PROJECT NAME BOUCH E FINE FOODS AND MARKET DATE 9_12_07 DESCRIPTION DESIGNER ENFORCEMENT ® §131(d)1 For every floor, all interior lighting systems shall be equipped with a separate automatic control.to'shut off the lighting. This automatic control shall meet the requirements of Section 119 and may be an occupancy sensor, automatic time switch, or other device capable of automatically shutting off the lighting. , VICTOR LEON ® § 131(d)2 t Override for Building Lighting Shut-off: The automatic building shut-off system is provided with a manual, accessible override switch in sight of the lights. The area of override is not to exceed 5,000 square feet. VICTOR LEON ® §119(g) Automatic Control Devices Certified: All automatic control devices specified are certified, all alternate equipment shall be certified and installed as directed by the manufacturer. VICTOR LEON 0'§111 Fluorescent Ballast and Luminaires Certified: All fluorescent fixtures specked for the project are certified and listed in the Directory. All installed fixtures shall be certified. VICTOR LEON ® §131(a) Individual Room/Area Controls: Each room and area in this building is equipped with a separate switch or occupancy sensor device for each area with floor -to -ceiling walls. VICTOR LEON ® §131(b) Uniform Reduction for Individual Rooms: All rooms and areas greater than 100, 00- square square feet and more than 0.8 watts per square foot of lighting load shall be controlled with bi-level switching for uniform reduction of lighting within the room. VICTOR LEON ® §131(c) Daylight Area Control: All rooms with windows and skylights that are greater than 250 square feet and that allow for the effective use of daylight in the area shall have 50% of the lamps in each daylit area controlled. by a separate switch; or the effective use of daylight cannot be accomplished because the windows are continuously shaded by a building on the adjacent lot. Diagram of shading during different times of the year is included on plans. VICTOR LEON ❑ §131(e) Display Lighting. Display lighting shall be separately switched on circuits that are 20 amps or less. Oct 03 07 12:52p Stueven Engineering 7607358577 p.1 CONSULTING MECHANICAL ENGINEERS _ 326S. KALMA STREET PH(760)735-8577 ESCONDIDO,CA 92025 FAX(760)735-8578 Kristi Hanson Inc Larry Whyman Palm Desert, Ca. DATE: PROJECT: October 03, 2007 Bouchee Fine Foods La Quinta, CA SUBJECT: Water Heater Dear Larry, In response to the Plan check corrections #07-1913, specifically section labeled "Calculation Package" Item #3, the water heater that is specified for this project which is designed and located on the roof structure as indicated on our plumbing plans, will withstand seismic zone 4 forces as required. Regards, Bill Tziouvaras STUEVEN ENGINEERING CONSULTANTS INC. I� OCT 0. 8 2007 D k;ITY OF LA QUINTA BUILDING & SAFETY DEPT. APPROVED FOR CONSTRUCTION DA ._.. ..............: i' :., o.:.: ......:...:.....'.. .. .. .................. ........ ............",:.................... ............................ . f.':...*:::'.'..• ... .:.:...::.:.:.. -,....: •:.::...:......_................:........:.......................-.:...................: .........................................._...................:.............-........:..._.:..:.....:.:.:. ,..::. �: ......:..............' ,�...... .......... �l _ - :. :. .... .:.. .........' .... ........:.......' ........... ...... .:....:..' .... .. .. .. .. . ...... .. ...... .. ..... ......... ........ ... I. .. : . ..: . ... .�...�. :::.. :.�: ...... `'. ........:. ..... - -' ........ : .....:... ..'..,.,.,.. .. .,.'..,..'...:: ..'.. :.*.....,. .,.,..,..:. ....'..*:. ..: :..,. .','...'.*,'.: . ...... :.::.. - .,'........ .... :..'..: ,.•.:.. ,',..... ,.,:..,. ,'..'.: ' :. ,'...... .: .'. .'. ..: .'. ... ... ... .. . ..... . . . .: ', '. . .,'. . . ::..-.•; . ... S6YJiilk_:RW�7�1".fAlilt .Gifi&lW W.. . ' ....: ..' ... .. .. .. ......: ... .. .. .. .. .. ..... I. .. .. .. .. .. . .. . .. . w. ' .. . - . .• The folloavmg information contained m this publicatiori'was developed using standard:.... .... ::......-...:::.:•::.:.:. ...... . .: `....' , engmeermg pi -in les:. They are subject to revision as :further experience and mfoirriation . ' ..... { is'obtained This information. may not-. a valid:if other conditions are..present' and.not .. . ' ..'.'accounted for in.a particular;:apphca .. ..Please'consult all federal, state, local and'contract .' .' ... ....:.'.'.'.:.: ..regulations•regarding::specific:.installations.: Lochinvar:Corporation-and other contributors.:...: ;.:*.............:.:. ..:......: I .:'..assume no res , onsibiliand''acc'e t'no IiabUi fora licatigns contained',in*'tliis".:.- .--'-: '::'' .: � .........'' :..,: ''.:'_ :::--".. P.......... P.... '.... PP . ....' ........ ..................: ;.:.......' ....:...:...:publication, i_.... .. ....... ..:.... -Y.... ..... ..... ....... ......... ....... • ............... ............ ....:.... ,.:.'' .... .......: • ... .. ':. .. ... .. .. . ' " ......' ..................:......:..... .:...:.....: ...... ......... �.................:......:....................................... . ..... . . _............:......:....................... ... . ;'.' .' .'..'.'. ' .'. Effective Shean FiD ce W. -) ' Maximum,hear force o . one seismic restraint or.'tie=down:.....:.. .. .._ -..... ........'.....::...:...:bolt::....' ..:..- .:...::............:......:..........:...:- ..........,::.:.......:...:...:......,::..'.:.::.......::.:..:.......' ...::......:.. , ....... _ .', ..':.........'.'.'.'. .• .. ... ... ... .. . . . T-- Effeciive'I'ension Focce ('Ie) -:Max= h tension force or'pullout:force.on'one seismic'' ` .... restraint or.tie:down bolt - ............ . ..:.............. .......'..I- ..._.. ... . Shear Force (V) Force Qenerated at the Iane.of.ahe seismic restraints; it. acts'to. cut the... .... . '....... ............... ..... .. ... `restraint at.the .base:.... .. '. _ ... ' ..-_ .. _ .... '.. ' ... '...:.� ..- . :...::. . _ .' ......' -.. ....:..-.::................:::....... ' .. ... . . ... ......:...... ::................... . . ... . :. ' 'Tension�F'orce (T-•Foree:�generated by' overturnmg.rnoments. at the:plane;of the seismic. ... ... .�: :.....'......: :,'......:......'......'......:..•.. ::.... ..........: ..'.......'...... .....:..: ................ "'' ' ,:.......'..' ' .....................:..............'....:..'..........-.......'......'.....:.....:.... .'............'............ ' :. restraints; acting to ull out the bolt ...:..............................-'..:.- ..... .... .. .... ............. C7.... ......... ...... ...... ...... ... ... - .. .. ..-.:. . .. .. . .. - . ' ....:.'..':.'.: ':.'.'. ' . ' 'Static Araaflysis - :' . .... .. ... .. • ... . .. ... .. ..... ... ... . Th.6.46....'............... forces actmb on :the equipment are the tateraL and -Vertical. forces resulting: from the.. . ......:................ earthqu'&e;:the;riiass.of the equipment,.arid the'forces of the restraint holding the . ...' . • . . :...equipment in'.place:: The forces:of:the restraint holdino.the:equipment ur.position include;........:..:..:•::...:...::.. ..:........ ' ...... . shear and tension:forces: ..• . .. •. . . . .. ;e• : ...''' ' ' ' '•:' ' :D tormnati.o.eorce.:.............:......`.LF'...'.`..........'.....-..... ._........._.... : ....'.... ' .. '. ' "": :. .. ..'.... . .: .. .. .. . :.'' •The'lateral forceF - developed by an eu quake.is determined by use of the following.... . ..•..'.... ..'........ ....... .F... ........... .:......' .... .. . ... . enation:'' ..::. ..................:......:.. I.'. . . ....' ..q .. . .......'...... .....................:. ....'....:.....'. ' ..'...........:....... . F ' = ZIG DV ' . ` . .. ........ - .........................- ....._...,....'...,... p .:... ..p ...p .,.... .....- . .. .:. .... ........ ..' .,.w .' . here :...... ............ . ,. ....... ... ........................... ... ' ............ ... ... ..... .... ..... . ..... .. ..... .. ................... �. _... .. .....:.Z' .' Seismic Zone' Factor (determined from Figu e 1 and.Table.l) .... ...:. ,.. '. ..: ....... ,'.....•.'...'...:..:.':..::::.::I.:..'..:...:.importance - .at.r..... . .............. ....... ........................ ......... . F c o (set at:1:S)::...............:.'.....:;...............:.......:.......:...:..:;..::..:......;...:.;... :. '... -. .' .' . :. . C - .. 'Horizontal Force Factor (set at 0:7 . ...: '.. '. ::. .. P'-......, :...:..::... ::......:......:. ... .. . ...'. .' . . ... .. ... . W._..E ui merit Mass (provided by manufacturer):...:.''.. :.. ..:.................:: .......:...:...............: P:.::...:...:� P . . .. .j i .' Fibure:l=Seismic Zone Factor. Chart I Series Lock --Temp Vertfcaf Round Jacketed Storage Tanks-'RJS/RJA Model 0 RJS080- RJSO85 RJS120 . IRJA120 JRJA2D0 Input Capacity -. Width - {in.): 24.00. .. 28.00: 28.00(:. 28.00 32.00 Depth - (in.) 24.00 ".. '28.00. 28.00. .. 28.00 32.00 Height- (in.) ... 58.75 .. _ 48.50 .. .62.25. ... 62.50. " . 81.00 i... . Weight -Unft - gbs:) : 186.0 190.0 345.0. 350.0. 500.0 Weight - Water -(ibs:) 666.4. ...708.1 999.6. 999.6 1656.0 Weight -Total - (lbs.) , , ... 852:4 898.1. _ 1344.6 1349.6 2168.0 Center.Gravlty - he g. (n:) .... . ".....29.4. ; 24.3 .. 31:2 ... 31:3.. _ - 40.5 Seismic Zone 1.2,:2$.3;4) 4 4 .4; . ... 4 . 4 " No. of bofis in sheer. . 4 .4 :." . 414 4 4 Sheer force (Ib/bolt) 959 101.0 151:3 151.8 243.7 No. of bolts in tension 2 .2 2 2, 2 Tension farce (lb/boft) 53.6 =15:8 51 A " 521 156.5 Boli size Force Lateral - (lb)', lb) `. '383.6 ' . 404.1 805:1 _ : 607:3 974.7 Force" Vertical - (ib), . . 127.9 134.71 201.7 202.4 324.9 Overtum Moment - (in lb) . 11260.7 9800.5 18878.2 ..18978.8. 39475.4 Resisting Momerrt-.(in -lb) 8694,5. 10687-A 16000.7 ..16080.2 29457.6 Tension Force - T - (lb) 1072 -31.7 10.2 104.2 313.1 Zone Factor0.4 0.4 014 0.4 0.4 Importance. _ 1.5 1.5 .1.5 .1.5 . _ 1.5 . Horiz Force Facinr " -0.751 0.75 " 0:75 0.75 ...0.75 Dmin 24.0 280 28.0 ... 28.01 32.0 CHECK WEIGHT Weight (m'1) ': 4261 449.0 -6723 674.8 : 083.D Height_(h1). " .29:4 .. 24.3 31:1 31.3 ..._ ".40.5 •". Weight (m2) - 426.21" 449.0 672:3 674.8 1083.0 Height (K2) 58:8 48.5 6225 " 62.50. 81.00 Weight'(m3) . Height" (h3) Weight (m¢) Height (h4) .. Weight: - �8514Total 898.0. 1344.6 .1349.6 2166.0 . Seismic Restraint Guidelines The following information contained in this publication was developed using standard engineering principles. They are subject to revision as further experience and information is obtained. This information may not be valid if other conditions are present and not accounted for in a particular application. Please consult all federal, state, local and contract regulations regarding specific installations. Lochinvar Corporation and other contributors assume no responsibility and accept no liability for applications contained in this publication. Terminology Effective Shear Force (Vere) - Maximum shear force of one seismic restraint or tie -down bolt. Effective Tension Force (Tea) - Maximum tension force or pullout force on one seismic restraint or tie -down bolt. Shear Force (V) - Force generated at the plane of the seismic restraints; it acts to cut the restraint at the base. Tension Force (T) - Force generated by overturning moments at the plane of the seismic restraints, acting to pull out the bolt. Static Analysis The forces acting on the equipment are the lateral and vertical forces resulting from the earthquake, the mass of the equipment, and the forces of the restraint holding the equipment in place. The forces of the restraint holding the equipment in position include shear and tension forces. Determination of Lateral Force The lateral force Fp developed by an earthquake is determined by use of the following equation: Fp = ZICPWP where: Z - Seismic Zone Factor (determined from Figure 1 and Table 1) I - Importance Factor (set at 1.5) CP - Horizontal Force Factor (set at 0.75) Wp - Equipment Mass (provided by manufacturer) IS Y = Determination of Vertical Force The lateral force Fp,, developed by an earthquake is determined by use of the following equation: Fp,,=Fp/3 Determination of Effective Shear Force (Vert) The effective shear force is calculated by the following equation: Veff = Fp / Nbolt where: Nbolt is the number of bolts in shear. Determination of Effective Tension Force (Teff) Calculate the overturning moments at the plane of the seismic restraints, acting to pull out the bolt(s), using the following formula: T = [ Fph,g - (Wp - Fp / 3) (Dmin / 2) 1 / Dmin where: hag is the center of gravity Dn,in is the minimum distance between anchor points The effective tension force, where the overturning affects only one side, is calculated by the following equation: Teff = Z / Nbolt ILS .. .. P:......' :...':. ..:.... ~:. . '...... .:.......... ...... ...... ..... ...... ..... .:. .......................... . " ... . .:......... US.150-300ANALYSIS ............ ............ .....................:.........,.....,... .............:....................:... .........:...... ZONE 4 _ . _ . • K' .: EFFICIENCY PLUS 150300 -'.DIMENSIONS AND SPECIFICATIONS :...::.:....:-....: .....: .:..Model.#... :.'Capacity.' Width.:. ..:.,Depth-.....:...Hei'ht........W.ei hr-.:--' .:Weight--..-.. ".'.,Center of..-.- ' ' EBN 150 'f5Q000'" 19'3/4"' 23=3/4"' —2`8"'"230' —232' _– -- :.... .... "...... ...... .:.." .N200 •- ...109;999. ....23=3/4.`' .. .... 23-3/4".... ....28 ...... .:... 250.... _". ...: 252.::.; ... • .11.4""....: ...... ...... • ......': �'li ...... ..: .... ...... ..: .,: .. .............. ...... .. ...... ..... .. ..... .. ..... .. ..... .. .. ...-.. .. .. t.' ..... .: ......'......'.....: .::....:..........:......:.......... ... .. .: EBN250 ": 250,000:, 27-1/2,,. I :.23=3/4" . ..::.277.::..:... .11:5": :.... "...... ...... .......................:......:-............................................-..... ...... .:.. .. EBN300 .: ...300,000.• . ... 31=1/4"... .....23-3/.4".... "....28"...... .....295.... . ,.....:......,, .... 297.. .: ..:..:......... ...:-:.................. ...• .11.6" ...........: ............ John R. Hawkins f� Fire Chief Proudly serving the unincorporated areas of Riverside County and the Cities of: Banning Beaumont Cal:mesa Canyon Lake Coachella Desert Hot Springs Indian Wells Indio Lake Elsinore La Quinta Moreno Valley Palm Desert Perris Rancho Mirage Rubidoux CSD San Jacinto Temecula Board of Supervisors Bob Buster, District I John Tavaglione, District 2 Jeff Stone, District 3 ttoy Wilson. District 4 Marion Ashley, District %5 RIVERSIDE COUNTY FIRE DEPARTMENT In cooperation with the California Department of Forestry and .Fire Protection 210 West San Jacinto Avenue Perris, California 92570 (951) 940-6900 Fax (951) 940-6910 City of La Quinta Building Department CASE # )—A ®17% ! '9-5-9 The Riverside County Fire Department is granting the Fire Clearance for the following Location 46-600 Lt aA-&c4,r,1-& r . LS4- 5v I Please call if you should have, any quesqns 760-863-8886.