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Home My WebLink AboutBCOM2023-1030BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Building Commercial Permit Number: BCOM2023-1030 Property Address: 79295 HIGHWAY 111 APN: 600340027 Legal Description Parcel 1 PM 202/40 PM 30420 Property Zoning: CR, 1 Valuation: $1,000,000.00 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 12/29/2023 ISSUED DATE: 06/12/2024 CALIFORNIA Owner: Applicant: Teresa Jones 8131 Metcalf Avenue, Suite 300, Overland Park, KS 66204 Contractor: Corey Gibson / 370609 825 N Parkcenter Drive 2nd Floor 2nd Floor, Santa Ana, CA 92705 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.htm1. 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 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: 3/19/26 4:23 pm Page 1 of 6 BUILDING PERMIT Permit Type: Building Commercial Permit Number: BCOM2023-1030 Property Address: 79295 HIGHWAY 111 nary notice from Printed: 3/19/26 4:23 pm Page 2 of 6 Permit Type Building Commercial BUILDING PERMIT Permit Number: Property Address BCOM2023-1030 79295 HIGHWAY 111 WALMART / INTERIOR & EXTERIOR REMODEL - ADD MILLWORK AND COUNTERS IN PHARMACY, RESTRIPE AND RESURFACE PARKING STALLS, REMODEL RESTROOMS AND BREAKROOM, REMODEL CUSTOMERS SERVICE AREA, EXPAND STORAGE AREA, REPLACE CASES AND RELOCATE EQUIPMENT IN SERVICE DELI, ADD RCU'S ON ROOF, RELOCATE PICKUP STORAGE TO SALES FLOOR - ADD COOLER/FREEZER, SHELVES AND EXTERIOR SLIDER DOOR, INSTALL NEW EQUIPMENT IN AUTO CENTER, REMODEI VISION CENTER AND UPDATE CHECKOUT LAYOUT [VB/MIXED OCC/3,473-OL/SPRINKLERED]. NO TUMF OR DIF ASSSESSMENT APPLICABLE. THIS PERMIT DOES NOT INCLUDE EXTERIOR SIGNAGE. 2022 CALIFORNIA BUILDING CODES. 7)nstruction Deta Commercial Work Type Remodel Building/Unit A-2: Restaurants, Night Gross Square Footage 221694 Occupancy Clubs, B: Office, Classification(s) Professional, M: Stores, Markets, Gas Station, S-1: Storage, Mod Hazard Conditioned Square 221694 Covered Square 221694 Fire Sprinkler Square 221694 Footage Footage Number of Floors 1 Occupant Load 3473 Code Edition 2022 Original Valuation 1000000.00 Addition Area Square 0 Number of Carport(s) 0 Footage Reroof Area Square 0 Stucco Application 0 Footage Square Footage Number of 0 Number of 0 Door/Window Fireplace(s) New/Alteration New Electrical Square 30000 Number of Residential 0 Footage Appliances Temporary Power No Number of Forced Air 0 Service? Furnace(s) Number of 3 Number of Air 0 Condenser(s) Handling Unit(s) Number of Ventilation 0 Number of Exhaust 0 Fan(s) Hood(s) Number of Plumbing 12 Number of Roof Drains 0 Fixtures/Traps Water System Install Yes Back Flow Prevention No or Alteration? Device? Sewer Connection? No Grease Interceptor or No Sand/Oil Separator? Number of Dispensing 0 City Development No Units - Gas (TUMF) Impact Fee Applicable CVMSHCP - Project 0 Art in Public Places No Acreage (In Acres) Fund Exempt General Plan CG City Limits Within La Quinta Limits Lot Number 1 Lot Size 110488 Legal Description Parcel 1 PM 202/40 PM 30420 Footage Construction Type V-B Remodel Area Square 30000 Footage Number of Balcony 0 Addition(s) Number of 0 Door/Window Retrofit/Repair Number of Partition(s) 0 Electrical Service? No Number of Wall/Floor 0 Heater(s) Number of Evaporative 0 Cooler(s) Miscellaneous 8 Mechanical Number of Water 0 Heater(s) Number of Gas 0 Outlet(s) Transportation Uniform No Mitigation Fee Applicable Number of Hotel 57 Rooms (DIF/TUMF) Zoning CR Subdivision Name PM 30420 Centerlines 86877, 82913, 83863, 86301, 123856, 86087, 82915, 83862, 86300, 82914, 85297, 86878, 82916, 86302, 123848 Printed: 3/19/26 4:23 pm Page 3 of 6 BUILDING PERMIT Permit Type: Building Commercial Permit Number: BCOM2023-1030 Property Address: 79295 HIGHWAY 111 Type Group Sq Ft Value Invoice No. Fee Fee Amount Amount Paid INV-00007252 Remodel>100 $1,647.60 $1,647.60 Condenser/Compressor $137.31 $137.31 Other Mechanical Equipment $366.16 $366.16 Non -Residential Electrical PC $276.98 $276.98 Condenser/Compressor PC $91.53 $91.53 Water System Inst/Alt/Rep PC $15.26 $15.26 Remodel PC (< 100) $170.25 $170.25 Art in Public Places - Commercial Remodel $5,000.00 $5,000.00 Fixture/Trap PC $183.12 $183.12 Fixture/Trap $183.12 $183.12 SMI - Commercial $280.00 $280.00 Digital Archiving and Records Management Fee $23.00 $23.00 Zoning Clearance - Alt/Add - Non -Residential $183.00 $183.00 Remodel PC>100 $1,318.20 $1,318.20 Non -Residential Electrical $778.08 $778.08 Other Mechanical Equipment PC $366.16 $366.16 Water System Inst/Alt/Rep $15.26 $15.26 Remodel < 100 $62.24 $62.24 Building Standards Administration $40.00 $40.00 Technology Enhancement Fee $8.00 $8.00 Total for Invoice INV-00007252 $11,145.27 $11,145.27 INV-00011109 Fire - Failed or Additional Field Inspections $183.00 $183.00 Total for Invoice lNV-00011109 $183.00 $183.00 INV-00011737 Building Staff Time $366.00 $366.00 Total for Invoice lNV-00011737 $366.00 $366.00 Grand Total for Permit $11,694.27 $11,694.27 Workflow Step / Action Name Action Type Start Date End Date Application Completeness Check v.1 01/02/2024 9:06 Submittal Document Verification v.1 Generic Action 01/02/2024 9:06 Plan Check v.1 01/02/2024 0:00 ----------------------------------------------------------------------------------------------------------------------------------------- Building Major Review v.1 Receive Submittal 01/02/2024 0:00 01/26/2024 8:22 ----------------------------------------------------------------------------------------------------------------------------------------- Building Major Review v.2 Receive Submittal 03/12/2024 0:00 04/10/2024 9:54 ----------------------------------------------------------------------------------------------------------------------------------------- Building Major Review v.3 Receive Submittal 04/23/2024 0:00 05/15/2024 14:09 Permit Issuance v.1 05/16/2024 12:26 ----------------------------------------------------------------------------------------------------------------------------------------- Contractor / Owner -Builder Information v.1 Generic Action 05/16/2024 12:26 ----------------------------------------------------------------------------------------------------------------------------------------- Verify & Invoice Fees v.1 Generic Action 06/12/2024 13:47 ----------------------------------------------------------------------------------------------------------------------------------------- Ready to Issue v.1 Generic Action 06/12/2024 13:47 ----------------------------------------------------------------------------------------------------------------------------------------- Verify Fee Payment & Issue Permit v.1 Generic Action 06/12/2024 13:50 ----------------------------------------------------------------------------------------------------------------------------------------- Print, Attach, and Email Building Permit v.1 Create Report 06/12/2024 13:50 06/12/2024 13:50 Printed: 3/19/26 4:23 pm Page 4 of 6 BUILDING PERMIT Permit Type: Building Commercial Permit Number: BCOM2023-1030 Property Address: 79295 HIGHWAY 111 Inspections - Do Not Pour Concrete Until Approved v.1 07/18/2024 0:00 ----------------------------------------------------------- - Drypack v.1 --------------------------------------------------------- Inspection 08/12/2024 14:28 ------------- 08/12/2024 14:29 ----------------------------------------------------------------------------------------------------------------------------------------- Footing v.1 Inspection 08/01/2024 14:30 08/01/2024 14:48 ----------------------------------------------------------------------------------------------------------------------------------------- Footing v.1 Inspection 07/18/2024 0:00 07/22/2024 11:06 ----------------------------------------------------------------------------------------------------------------------------------------- Footing v.2 Inspection 08/06/2024 0:00 08/07/2024 11:21 ----------------------------------------------------------------------------------------------------------------------------------------- Footing v.3 Inspection 08/08/2024 0:00 08/08/2024 12:29 ----------------------------------------------------------------------------------------------------------------------------------------- Footing v.4 Inspection 08/12/2024 0:00 08/13/2024 13:30 ----------------------------------------------------------------------------------------------------------------------------------------- Footing v.5 Inspection 12/20/2024 0:00 12/23/2024 13:22 ----------------------------------------------------------------------------------------------------------------------------------------- Footing v.6 Inspection 12/23/2024 0:00 ----------------------------------------------------------------------------------------------------------------------------------------- Setbacks v.1 Inspection ----------------------------------------------------------------------------------------------------------------------------------------- Slab v.1 Inspection 07/23/2024 0:00 07/24/2024 10:25 ----------------------------------------------------------------------------------------------------------------------------------------- Slab v.2 Inspection 07/31/2024 0:00 08/01/2024 14:28 ----------------------------------------------------------------------------------------------------------------------------------------- Slab v.3 Inspection 08/12/2024 14:28 08/12/2024 14:30 ----------------------------------------------------------------------------------------------------------------------------------------- Slab v.4 Inspection 08/12/2024 0:00 ----------------------------------------------------------------------------- Underground Electrical v.1 - - - - - - - Inspection - - - - - - - - - ----- - 08/08/2024 12:27 - - - - - - - - - - 08/08/2024 12:28 ----------------------------------------------------------------------------- Underground Electrical v.2 - - Inspection ---------- 08/08/2024 0:00 - - - - - - - - - - - - - - - - - -------------------------------------------------------- Underground Plumbing v.1 - - - - - - - Inspection - - - - - - - - - ----- - 07/22/2024 0:00 - - - - - - - - - - 07/23/2024 17:04 - - - - - - - - - - -------------------------------------------------------- Underground Plumbing v.2 - - Inspection - - - - - - ----- - 07/23/2024 17:04 - - - - - - - - - - 07/24/2024 10:54 - - - - - - - - - - -------------------------------------------------------- Underground Plumbing v.3 - - Inspection -- - 08/16/2024 0:00 - - - - - - - - - - 08/20/2024 16:12 ----------------- - -------------------------------------------------------- Water Line v.1 - - Inspection -------------------------- - - - - - - - Inspections - Cover No Work Until Approved v.1 07/23/2024 0:00 --------------------------------------------------- - - - - - Roof Nail v.1 - - - - - - - - - - - - - ---------------------------------- Inspection - - - - - - - ----- - - ------------------------------------ - - - - - - - Okay to Wrap v.1 - - - - - - - - - - Inspection ----------------------------------------------- - - - - - - - Framing v.1 - - - - - - - - - - - - - - - Inspection - - - - - - - - -------- 12/23/2024 0:00 - - - - - - - - - - 12/26/2024 15:12 ----------------------------------------------------------------------------- Framing v.2 - - - - - - - Inspection - - - - - - - - - ----- - 12/26/2024 0:00 - - - - - - - - - - ----------------------------------------------------------------------------- Rough Electrical v.1 - - - - - - - Inspection - - - - - - - - -------- 08/28/2024 0:00 - - - - - - - - - - 08/29/2024 14:47 ----------------------------------------------------------------------------------------------------------------------------------------- Rough Electrical v.2 Inspection 08/29/2024 0:00 ----------------------------------------------------------------------------------------------------------------------------------------- Rough Mechanical v.1 Inspection 08/28/2024 0:00 08/29/2024 14:39 ----------------------------------------------------------------------------------------------------------------------------------------- Rough Mechanical v.2 Inspection 08/29/2024 0:00 ----------------------------------------------------------------------------------------------------------------------------------------- Rough Plumbing v.1 Inspection ----------------------------------------------------------------------------------------------------------------------------------------- Rough Fire Clearance Bldg v.1 Inspection 09/03/2024 15:33 09/05/2024 15:23 ----------------------------------------------------------------------------------------------------------------------------------------- Rough Fire Clearance Bldg v.2 Inspection 09/27/2024 9:40 09/27/2024 9:43 ----------------------------------------------------------------------------------------------------------------------------------------- Rough Fire Clearance Bldg v.3 Inspection 11/04/2024 11:19 11/07/2024 13:49 ----------------------------------------------------------------------------------------------------------------------------------------- Shower Pan v.1 Inspection ----------------------------------------------------------------------------------------------------------------------------------------- Insulation v.1 Inspection 07/23/2024 0:00 07/24/2024 10:24 ----------------------------------------------------------------------------------------------------------------------------------------- Drywall Nail v.1 Inspection ----------------------------------------------------------------------------------------------------------------------------------------- T-Bar/Overhead v.1 Inspection ----------------------------------------------------------------------------------------------------------------------------------------- Exterior Lath v.1 Inspection ------------------------------------------------------------------------------ Gas Test v.1 - - - - - - Inspection --------------------------------------------- ------------------------------------------------------------------------------ Sewer Connection v.1 - - - - ------------------------------------------------- Inspection Inspections - Final v.1 10/15/2024 13:49 03/17/2025 9:23 - - ---------------- - - - - - - - - - - - Final Fire v.1 - - - - - - - - - - - - - - - - - - - - - - - - Inspection - - - - - - - - - ----- - 10/15/2024 13:49 - - - - - - - - - - 10/24/2024 18:10 - - ---------------- - - - - - - - - - - - Final Fire v.2 - - - - - - - - - - - - - - - - - - - Inspection -- - 11/04/2024 11:22 - - - - - - - - - - 11/07/2024 17:59 - - - ------------ - - - - - - - - - - - - Final Fire v.3 - - - - - - - - - - - - - - - - - - - Inspection - - 11/20/2024 15:29 - - - - - - - - - - 11/21/2024 17:51 Printed: 3/19/26 4:23 pm Page 5 of 6 BUILDING PERMIT Permit Type: Building Commercial Permit Number: BCOM2023-1030 Property Address: 79295 HIGHWAY 111 Final Fire v.4 Inspection 12/05/2024 15:25 12/05/2024 15:29 Final Building v.1 Inspection 12/05/2024 0:00 12/06/2024 16:41 ----------------------------------------------------------------------------------------------------------------------------------------- Final Building v.2 Inspection 12/06/2024 16:42 12/10/2024 9:22 ----------------------------------------------------------------------------------------------------------------------------------------- Final Building v.3 Inspection 01/08/2025 16:12 01/09/2025 17:26 ----------------------------------------------------------------------------------------------------------------------------------------- Final Building v.4 Inspection 03/07/2025 0:00 03/11/2025 8:48 ----------------------------------------------------------------------------------------------------------------------------------------- Final Building v.5 Inspection 03/17/2025 9:23 03/17/2025 9:23 Certificate of Occupancy v.1 ------ ---------------------------------------------------------------------------------------------------------------------------------- Issue Certificate of Occupancy Create Report 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 iurisdiction 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 building official. Printed: 3/19/26 4:23 pm Page 6 of 6 �+ 0"i W ra PERMIT # <:F \1 ,,, :::, 1)1-*.FRI - PLAN LOCATION: Project Address: Walmart Store # 18 04 Project Description: Pool, Remodel, Add't, Elect, Plumb, Mech 79295 US Hwy 111 Clean, prep, paint interior and exterior APN#: 600340027 walls add millwork and counters in Pharmacy, restripe and resurface parking stalls, remodel Restrooms and Breakroom, remodei CustomerService-expand storage Applicant Name: Teresa Jones area, replace cases and relocate e ui me Address:8131 Metcalf Avenue, Suite 300 in Service Deli, add RCU's on roof relocate Pickup storage to Sales Floor - City, ST, Zip: Overland Park, KS 66204 add cooler/freezer, shelves, and exterio slider door, install new equipment in Au Center, remodei Vision Center and update Telephone: 913 . 2 3 6 . 3 3 71 checkout layout. Email: teresa.jones@brrarch.com Valuation of Project$ 1, 000, 000 Contractor Name: New SFD Construction: Address: Conditioned Space SF City, St, Zip Garage SF Telephone: Patio/Porch SF Email: Fire Sprinklers SF State Lic: City Bus Lic: Arch/Eng Name: Mariah B . Meyer, AIA BRR Architecture Inc. Construction Type: Occupancy: Address: 8131 Metcalf Avenue, Suite 300 Grading: City,St,Zip Overland Park, KS 66204 Telephone: 913 . 236 . 3371 Bedrooms: 0 Stories: 1 # Units: N/A Email: teresa.jones@brrarch.com State Lic: C- 3 7 4 4 0 City Bus Lic: Property Owner's Name: Walmart Real Estate Business Trust New Commercial / Tenant Improvements: Address: 2608 SE J Street Total Building 30, 000 SF City,ST,Zip Bentonville, AR 72716 Construction Type: V-B Occupancy: M,S1,A2,B Telephone: 4 7 9. 3 71 . 0 4 2 9 Email:kristen.dinger@walmart.com 78495 CALLE TAMPICO LA QUINTA, CA 92253 760-777-7000 OFFICE USE ONLY # Submittal Req'd Ree'd Plan Sets Structural Calcs Truss Calcs Title 24 Calcs Soils Report Grading Plan (PM10) Landscape Plan Subcontractor List Grant Deed HOA Approval School Fees Burrtec Debris Plan Planning approval Public Works approval Fire approval City Business License CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT Qa�&a BILL WEISER . THIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA—CALIFORNIA- 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org January 25, 2024 Teresa Jones, BRR Architecture, Inc. Re: Walmart Remodel BCOM2023-1030 / 79295 HIGHWAY 111 The building 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. DEFERRED SUBMITTALS REQUIRED 1) FIRE SPRINKLER SYSTEM - The fire protection plan sheets included in the plan submittal for this permit were not formally reviewed and approved because these sheets are designated "Not for Construction" and the sheets don't contain the seal and signature from a California Licensed Fire Protection Engineer, California Mechanical Engineer, or C-16 California Licensed Contractor for Fire Protection. Working plans for construction shall be submitted to the La Quinta Office of the Fire Marshal under a separate fire sprinkler permit number. 2) FIRE ALARM/MONITORING SYSTEM - If the fire alarm system is modified, plans shall be submitted to the Office of the Fire Marshal under a separate permit for review and approval prior to installation. 3) HIGH -PILE & RACK STORAGE — If high piled combustible storage and rack systems will be installed and modified, then plans shall be submitted to the Fire Department under a separate permit showing the layout, type of racks and shelving as affected by this occupancy. High -Pile Plans shall include a Technical Report from a licensed Fire Protection Engineer that identifies the planned commodity storage arrangements. PRIOR TO FINAL 1) Inspections shall be completed and approved for any of the required separate fire permits. 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 calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7078. Chris Cox - Fire Safety Supervisor Building Permit Number. BCOM23-1030 Project Description: SFR Exempt: ❑ (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Job SiteAddressl 79295 US HWY 111. La Quinta, CA 92253 Owners Namel Rick Bruns (Wal-Mart Stores ) Number Street or PO Box 805 SE Moberly Lane City State Postal Code Bentonville, AR 72712-5570 Owners Phone Number 479-212-8075 Owner's E-Marl Address Richard BrunsCck Irrart,00m Project Manager's Name I Corey Gibson Project Manager's Phone Number 562-266-8004 Project Manager's E-mail Addressl Core a i gocc Builder / Contractorl AGI General Contracting Number Street or PO BoxI 825 N. Parkcenter Drive. 2nd Floor city State Postal ccclel Santa Ana, CA 92705 Project Square Footage I Site SOFT:221,694 / Remodel SQFT: 30,000 Approval By Burr -tee y `� Date of City Approval f Materials To Be Discarded: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse` 'Describe Items Tons 270.00 Not recyclable 247.50 Recyclable 165.00 Recyclable 0.00 Recyclable 0.00 Recyclable 247.50 Recyclable 52.50 Recyclable 0.00 Recyclable Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0.00 Recyclabie 264.00 Recyclable 0.00 Recyclable 13,80 Recyclable 225.00 Recyclable 30,00 Recyclable 30.00 Recyclable Totals: Recycle Trash Projected Diversion: 1275.31 1 270 1 1 182.53% I understand it is the property owner's responsibility to submit copies of weight tickets or receipts to the District Environmental Coordinator as these hauls occur. I hereby certify that completion, implementation and adherence of the Debris Management Plan (DMP) for the above named project shall guarantee that at least 65% of the jobsite waste is diverted from landfilling. The remaining material will be recycled or reused. I will divert, for recycling or re -use, remaining materials generated from the first day of the project through the completion of the project in accordance with this plan. This DMP is issued in the name of the property owner(s) and shall remain their property throughout the construction and/or demolition project. A contractor serving as agent of the owner may obtain a DMP for the owner. However, the DMP is still issued in the name of the property owner(s) and the owner retains legal responsibility for ensuring that the provisions of the DMP are adhered to. The pro erty owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthi41Kris. If self- ng, all refuse material from this project site must be taken to an approved recycer or transfer X'7�4_ � /Z - Zy Deve er / Project Manage / Superintendant Date POST -INSTALLED ANCHORS REPORT Report Number: CB241072.0024 Service Date: 02/25/25 Report Date: 02/26/25 Task: General Inspections (ICC) Client Walmart Inc Attn: Andrienne Antonucci Construction Dept 8702 - Contract Administration 2001 Southeast loth St Bentonville, AR 72716-0550 a rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project WM SUP 1805-243 La Quinta, CA RM 79295 US Highway 111 La Quinta, CA 92253 Project Number: CB241072 General Information Corey Gibson with AGI requested Terracon to be on site to perform load/pull testing of anchor(s) being installed by Axiom Construction. Results of observation(s) performed today were reported to Robert Libert with AGI. The Terracon representative arrived at the site at 0830 and departed at 1100. The construction documents referenced for this observation include: Engineer recommendations plans dated 2/25/2025. Permit No: BCOM2023- 1030. Anchor System Information The following anchors were tested: Anchor Type Locations Quantity Anchor Specified (tested/total) Size (in.) Load All -Thread (1) Associate canopy south of 6/57 3/4" 2087 garden section * See below for more information Testing Equipment Test Equipment Description Enerpac RSM100 with gauge #6000 Additional Comments Test Load Load Type 2087 LBS Per Corey Gibson of AGI, structural engineer of record (SEOR) requested tests for 10 percent of total anchors. Compliance Based on our testing, the post -installed anchors we tested met the SEOR's strength requirements. Services: Perform pull -testing of post -installed anchors. Terracon Rep.: Arturo Rodriguez Reported To: Robert Libert with AGI Contractor: Axiom Construction Report Distribution: (1) AGI General Contractors, Carlos (1) AGI General Contractors, Corey Fuentes Gibson (1) AGI General Contractors, Frank (1) AGI General Contractors, Mark R nrioriniio� (1) AGI General Contractors, Ramon Rnnnoll (1) AGI General Contractors, Steven Silva Van Status* Complies Calibration Date 2024-03-18 Arturo Rodriguez Terracon Field Representative Start/Stop: 0645-0800,0800-1200, 1200-1315 Reviewed By: Jason Choi Assistant Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. DM018, 04-29-22, Rev. 5 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: C13241072.0024 02/25/25 02/26/25 General Inspections (ICC) (P1) Area tested r rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev.10 Page 1 of 2 Photo Log Report Number: C13241072.0024 Service Date: 02/25/25 Report Date: 02/26/25 Task: General Inspections (ICC) (P2) Pull testing w ierracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev.10 Page 2 of 2 POST -INSTALLED ANCHORS REPORT Report Number: CB241072.0023 Service Date: 02/19/25 Report Date: 02/20/25 Task: General Inspections (ICC) Client Walmart Inc Attn: Andrienne Antonucci Construction Dept 8702 - Contract Administration 2001 Southeast loth St Bentonville, AR 72716-0550 a rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project WM SUP 1805-243 La Quinta, CA RM 79295 US Highway 111 La Quinta, CA 92253 Project Number: CB241072 General Information Frank W/ AGI requested Terracon to be on site to perform load/pull testing of anchor(s) being installed by AGI. Results of observation(s) performed today were reported to Frank W/ AGI. The Terracon representative arrived at the site at 2100 and departed at 0200. The construction documents referenced for this observation include: Construction shop drawings dated 7/8/2024. Permit No: BCOM2023-1030. Anchor System Information The following anchors were tested: Anchor Type Locations Quantity Anchor Specified Test Load Load Type Status* (tested/total) Size (in.) Load Expansion (1) Store Gondolas at grocery, 350/350 3/8" 30 30 FT -LB Complies Anchors toys, pharmacy, home goods * See below for more information Testing Equipment Test Equipment Description Calibration Date Calibrated torque wrench Additional Comments 2025-01-02 Performed torque testing on approximately 350 3/8"xY Hilti quick bolt 3 expansion anchors for store Gondolas. 36 legs per gondola , 2 anchors per leg. Locations - grocery, toys, pharmacy, home goods . Verified all anchors for minimum 30 lb torque requirements as per Hilti manufacturers spec for 3/8" anchors with no failures to report. Reference details 3/FXS2 and 4/FXS1. All WORK IS NOW COMPLETE . Compliance Based on our observations and testing, the post -installed anchors referenced above appear to be in general accordance with the project documents. Services: Terracon Rep.: Jeff Burgess, BI Reported To: Frank W/ AGI Contractor: AGI Report Distribution: (1) AGI General Contractors, Carlos Fuentes (1) AGI General Contractors, Frank R nrio (1) AGI General Contractors, Ramon Silva (1) AGI General Contractors, Corey Gibson (1) AGI General Contractors, Mark Rnn 11 (1) AGI General Contractors, Steven Van Start/Stop: Reviewed By: Jeff Burgess, BI Terracon Field Representative Jason Choi Assistant Project Manager The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. DM018, 04-29-22, Rev. 5 Page 1 of 1 Photo Log Report Number: C13241072.0023 Service Date: 02/19/25 Report Date: 02/20/25 Task: General Inspections (ICC) (P1) Anchor torque testing (P2) Torque testing r rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Torque testing CTOOO1, 10-16-13, Rev.10 Page 1 of 1 Irerracon SPECIAL INSPECTOR'S DAILY REPORT TYPE OF TESTING. REINFORCED CONCRETE T08 ND. C13241072.0002 - CONCRETE DATE 7-23-24 J REINFORCING STEEL DAY OF WEEK Tuesday PROJECT NAME WM SUP 1805-243 La Quinta, CA RM OSHPD/DSA NO. JOB ADDRESS 79295 US Highway I 1 I La Quinta, CA 92253 CONTRACTOR AGI m TIME ARRIVAL 11:30 P TIME DEPARTURE 3:30 am ARCHITECT ENGINEER HOURS CHARGED 4 CONCRETE SUPPLIER CONCRETE MIX NO MATERIAL DESCRIPTION METHOD OF PLACING WEATHER AIR TEMPERATURE PART OF STRUCTURE PLACED YARDAGE PLACED THIS SHIFT SUBCONTRACTOR REINFORCEMENT CHECKED BY TESTS PERFORMED SET NO. N0, OF SAMPLES TIME SLUMP AIR t%) REMARKS Description of work inspected: (Detail locations, work progress, etc.) Arrived on site 9-8-23 for visual rebar inspection. Observed the install of 44 rebar mat for insulated concrete slab. The mat has been installed at 10" on center each way with 1-1 /2" clearance at bottom. The work being performed is compliant with the provided drawings and has been checked for dimensions, size and clearances. Work Complete. Approved documents were used for inspections. To the best of my knowledge, the above work is in conformance with the approved documents and specifications. Remarks: (Work rejected, job problems, etc.) CERTIFICATE OF COMPLIANCE I hereby certify that I have inspected to the best of my knowledge all of the above reported work unless otherwise noted. I have found this work to comply with the approved plans, specifications, and applicable sections of the governing building laws unless otherwise noted. Nathan Lorenz PRINTED NAME 7-23-24 DATE OF REPORT SIGNATURE CWT#12110841 [CC# 8016255 CERTILIC NUMBER DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (CCR) DATE: 1/18/2024 STATUS: FIRST REVIEW PLAN CHECKED BY: JAKE FUSON / INTERWEST TELEPHONE NUMBER: (760) 777-7081 ADDRESS: 79295 HIGHWAY 111 DESCRIPTION: WALMART REMODEL APPLICANT: TERESA JONES PLAN CHECK #: BCOM2023-1030 This submittal has been checked for compliance with the 2019 California Building, Electrical, Mechanical, Green Building and Energy Codes, and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: THIS CORRECTION LIST BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: WRITTEN RESPONSES TO THIS CORRECTION LIST REVISED PLAN SET REVISED STRUCTURAL CALCULATIONS INSTRUCTIONS TO APPLICANT: 1) Provide a written response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise originals and reprint Plans and/or Calculations as necessary. 3) Return all red -marked Plans and/or Calculations with your resubmittal. 4) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be wet -signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. 5) Return this list, your written responses, and all documents listed above with your resubmittal. Non -Residential Plan Check Correction List Page 1 of 2 SECTION A — GENERAL 1) The City of La Quinta has elected to use Interwest Consulting Group for plan review of your project. In addition to the comments provided by the City of La Quinta within this correction list please see the attached outside consultant review comments. For resubmittal please include a separate response sheet for each set of review comments 2) Note on Plans: "All construction shall comply with the La Quinta Municipal Code." 3) Provide Planning Division approval for this Project. Please contact Jack Lima in the Planning Division directly at (760) 777-7195 with questions regarding the following comment(s): a) A MODIFICATION BY APPLICANT AND SIGN PERMIT SUBMITTALS ARE REQUIRED. 4) Provide Riverside County Office of the Fire Marshal approval of this project. Please note: the Fire review is currently in progress —please monitor the review's progress through the online permitting portal to determine the result. 5) Provide the Assessor's Parcel Number (APN) and complete legal description of project on the first sheet of plans. 6) Please add the La Quinta Municipal Code to the list of governing codes on the cover sheet of the plans. SECTION B — SITE PLAN / ARCHITECTURAL / ACCESSIBILITY 1) The trash container appears to intrude into the required turning radius on detail 3/A5.1. 2) See separate correction list, attached. SECTION C —STRUCTURAL 1) See separate structural correction list, attached. Important note to Engineer of Record: If these corrections require revisions to structural calculations, in response to these corrections, do NOT simply submit two copies of a few supplemental calculations. For resubmittal, incorporate any new or supplemental calculations into the complete set of structural calculations and resubmit as one complete file. Your written responses should direct the plan reviewer to the appropriate revised page(s). END CITY REVIEW CORRECTION LIST CORRECTION LIST CONTINUED BY INTERWEST CONSULTING GROUP ATTACHED As further information is provided and reviewed, additional corrections may be required. Non -Residential Plan Check Correction List Page 2 of 2 January 6, 2024 CITY OF LA QUINTA - FIRST REVIEW Permit No: BCOM2023-1030 Interwest No.: LAQ24-0002 Non -Structural: 7.5-hours Structural: 2-hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Walmart Remodel Address: 79295 Hwy. 111 0 rtv INTERWEST A SAFEbuilt' COMPANY Interwest Consulting Group has completed a first code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: Two copies of following: a. C1 through SA1 dated 11/2/23 by brr. b. SP1 through OPA1.2 datedll/2/23 by brr. C. S1 through S2 dated 11/2/23 by JBA. d. FP1 through FP5 dated 11/2/23 by teljian. e. MP1 through P3 dated 11/2/23 by HARGIS. f. M1.1 through M3 dated 11/2/23 by HARGIS. g. BASR1 through R3 dated 11/2/23 by HARGIS. h. E1 through EPH1 dated 11/2/23 by HARGIS. i. SSM-1 through CSS-2 dated 11/1/23 by Nasland. j. OS1 dated 11/2/23 by brr. 2. Structural Calculations: PDF dated 11/2/23 by JBA. The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review. Plan review comments follow on the attached list. Please submit an itemized response letter and complete and revised documents with directly to city of La Quinta Building and Safety Department. Sincerely, INTERWEST CONSULTING GROUP Steve Kim Plan Checker 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 Mark Seven EMP Plans Examiner 909.295-3142 INTERWESTGRP. COM Walmort Remodel 79295 Hwy. 111 116124 PROJECT DATA: City of La Quinta - First Review Interwest Project No. LAQ24-0002 Permit App: BCOM2023-1030 Page 2 of 7 Occupancy Group: Area (sq. ft.): M A2 A3 F1 B S1 159520+4825+11233 4493 525 4149 6769+5313 34198 Total Area: 231025 Building Height: Not provided Building Stories: Not provided Type of Construction: VB Occupant Load: 3485 Sprinklered: Y Valuation: Wildland Urban Interface N (WUI) Fire Area? Flood Zone: I AE Risk Category: II Site Class (seismic): D-default Seismic Design Category: D Special Wind Region: N Snow Loads: N GENERAL COMMENTS: G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following comments reference the 2022 California Building Standards Code as amended by the authority having jurisdiction unless otherwise noted. G2. Please respond in writing to each plan review comment by marking this comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. At minimum, the following should be included with each plan review response: • Page / sheet number(s), detail / specification number(s), etc., and include all applicable code section(s). • Briefly explain in writing how the design is intended to comply with the applicable code sections. • Please provide a narrative of revisions made outside the plan review comments. Complete and clear responses will expedite the re -check of this project. INTERWEST Walmort Remodel City of La Quinta - First Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 116124 Permit App: BCOM2023-1030 Page 3 of 7 G3. Please be sure to include on the re -submittal the architect's and /or engineer's stamp, signature, date of signature, and registration number on all sheets of plans depicting structural designed elements and cover sheets of calculations. CBPC 5536.1 and 6735. PLAN REVIEW COMMENTS: BUILDING AND LIFE SAFETY: [Steve Kim; skim@interwestgrp.com; 909.738.0960] Sheet N1 Al. Sheet N1 is repeated. SITE ACCESSIBILITY: [Steve Kim; skim@interwestgrp.com; 909.738.0960] Sheet SP1 SA1. Please provide complete site accessibility plans for review. Identify curbs, zero curbs, curb ramps, blended transitions, etc. and provide details showing compliance with the current ADA standards. [CBC 1113-202.4] SA2. Please provide notes and specifications for accessible routes: a. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. [CBC 1113-403.3] b. The clear width for sidewalks and walks shall be 48 inches minimum. [CBC 11B-403.5.1] C. Floor and ground surfaces shall be stable, firm and slip resistant. [CBC 1113-302.1] d. Changes in level of 1/4 inch high maximum shall be permitted to be vertical and without edge treatment. Changes in level between 1/4 inch high minimum and 1/2 inch high maximum shall be beveled with a slope not steeper than 1:2. [CBC 1113-302.2-3] e. Objects with leading edges more than 27 inches and not more than 80 inches above the finish floor or ground shall protrude 4 inches maximum horizontally into the circulation path. [CBC 1113-307.2] f. Vertical clearance shall be 80 inches high minimum. [CBC 1113-307.4] SA3. Please provide enlarged plans of the (E) accessible parking and show compliance with the current ADA standards. ACCESSIBILITY: [Steve Kim; skim@interwestgrp.com; 909.738.0960] Sheet A5.1 AC1. On detail 3: A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. [CBC 11B-604.3.1] Sheet A5.2 AC2. On detail 4: In a wheelchair accessible compartment with a door located in the side wall or partition, either in -swinging or out -swinging, a minimum 60 inches wide and 60 inches deep maneuvering space shall be provided in front of the water closet. See Figure 1113-604.8.1.1.2. [CBC 1113-604.8.1.1.2] INTERWEST Walmort Remodel 79295 Hwy. 111 116124 City of La Quinta - First Review Interwest Project No. LAQ24-0002 Permit App: BCOM2023-1030 Page 4 of 7 In a wheelchair accessible compartment with an in -swinging door, a minimum 60 inches wide by 36 inches deep maneuvering space shall be provided in front of the clearance required in Section 1113-604.8.1.1. See Figures 1113-604.8.1.1.2 (b) and 11B-604.8.1.1.3 (b). [CBC 11B-604.8.1.1.1] AC3. On detail 8: Sanitary napkin disposal units, if provided, shall comply with Section 1113-309.4 and shall be wall mounted and located on the sidewall between the rear wall of the toilet and the toilet paper dispenser, adjacent to the toilet paper dispenser. The disposal unit shall be located below the grab bar with the opening of the disposal unit 19 inches minimum above the finish floor. [CBC 11B-604.7.2] AC4. On detail 8: The space between the grab bar and projecting objects above shall be 12 inches minimum. [CBC 11B-609.3] Sheet AC1 AC5. On detail 4: The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. [CBC 11B-604.3.2] MECHANICAL: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] M1. At the time of rough installation and during storage on the construction site until the final startup of the heating cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal, or other methods acceptable to the enforcing agency to reduce the amount of dust, water or debris which may enter the system (Cal Green 5.504.3). Note to be added to the plan. M2. Regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. Existing units shall be inspected, coils cleaned, and filters replaced. CIVIC 401.2. M3. Please clarify the CFM for the return grills in the Rear mechanical plan. M4. Restrooms for Pharmacy shall have door undercut to allow airflow from the room to the exhaust fan. M5. Please clarify whether the RTU-12 is new or existing. Otherwise please provide the equipment details and SD to be shown in the plan. M6. Provide seismic restraints to all ductwork, pipes, and equipment support in accordance with the latest SMACNA guideline for seismic restraint of mechanical systems. REFRIGERANT: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] R1. Where refrigerant from a refrigerant leak may concentrate, please show an alarm system that will actuate mechanical ventilation in accordance with CIVIC 1106.2.4 at a set point not more than the corresponding Occupational Exposure Limit (OEL), in accordance with CIVIC Table 1102.3. INTERWEST Walmort Remodel City of La Quinta - First Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 116124 Permit App: BCOM2023-1030 Page 5 of 7 R2. Please provide the design of support and seismic restraint detail for refrigeration piping per occupancy hazardous facilities on Table 16-K. CIVIC 1105.2. R3. Provide support for the refrigerant piping within 6 feet following the first bend in such tubing from the compressor and within 2 feet of each subsequent bend or angle. Piping tubing shall be supported at points not more than 15 feet apart. CIVIC 1109.6. R4. Provide note that the refrigerant piping and joints shall be exposed to view for visual inspection and acceptance by the City prior to being covered or enclosed. CIVIC 1109.8 PLUMBING: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] P1. New or repaired potable water systems shall be disinfected prior to use where required by the Authority Having Jurisdiction. The method to be followed shall be that prescribed by the Health Authority or as prescribed by CPC 609.9(1) through (4). Note to be added to the plan. P2. Provide details of typical pipe hangers and supports used for this project. CPC Table 313.3. provide the pipe schedule to show the pipe type used in the project. P3. Limitation of Hot Water Temperature for Public Lavatories. Hot water delivered from public -use lavatories shall be limited to a maximum temperature of 120°F (49°C) by a device that is in accordance with ASSE 1070 or CSA 13125.3. The water heater thermostat shall not be considered a control for meeting this provision. CPC 407.3. P4. All plumbing fixtures that provide water for human consumption shall comply with the California lead-free law per section 116875 of the California Health and Safety Code. P5. hot water and drainpipes under accessible lavatories shall be insulated or otherwise covered. there shall be no sharp or abrasive surfaces under lavatories. Note to be added to the plan. P6. Cleanouts are required to be provided on the 'upper terminal' of all sinks and urinals located on the first floor of a building. Demonstrate cleanout at all sinks (including mop sinks, lavatories, and hand sinks) that are part of this project. Show all required ceanouts on the plan. CPC 707.4, Exception 1 P7. All horizontal drainage piping shall slope not less than % of an inch per foot (2%). Piping 4 inches or larger may be sloped not less than 1/8 of an inch (1%) where first approved by the AHJ. CPC 708.1. please show the slope in the layout. P8. Domestic water pipe shall be tested per CPC 609.4. Drainage and vent pipe shall be tested per CPC 712.0 and bleeding sewer per CPC 723.0. ELECTRICAL: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] E1. Provide emergency lighting photometry, calculation, and statistic table for verification of egress illumination. A minimum of 1 foot-candle emergency egress lighting under normal power shall be provided alongthe entire exit pathway per CBC1008.3.5. INTERWEST Walmort Remodel City of La Quinta - First Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 116124 Permit App: BCOM2023-1030 Page 6 of 7 E2. All installed luminaires shall be high -efficacy in accordance with Table 150.0-A. E3. All exhaust fans shall be switched separately from the lighting system(s). 2022 California energy code 160.5(a)2g. E4. All emergency and exit lights shall be provided with a minimum 90-minute rated capacity of emergency battery under full load. CBC 1008.3.4. E5. Please Complete the lighting fixture schedule. include wattage consumption. CEC 410.6. E6. Please provide a disconnecting switch to the equipment JB. E7. Please show the size of all disconnect switches on the plan; or clarify with a note that all disconnect switches will match the breaker /switch size of the same branch circuit/feeder in the panel respectively. CEC 240.4; CEC 220.18(A). E8. GFCI-protected WP convenience outlet on the same level and within 25' for all locations showing an HVAC condenser. CEC 210.63. E9. Provide a note on single -line diagrams that all lugs shall be rated for a minimum 75-degree F. E10. Show the voltage drop at the end of the site branch circuits and all feeders. For new panels only. E11. All new circuit breakers should match the existing type and have the highest A.I.C. rating. E12. Sheet ECC1. Provide tamper -resistant receptacles for all new receptacles, per CEC 406.12. Note on plans. ENERGY COMPLIANCE: Electrical Compliance: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] EE1. Please provide the project address in T-24. EE2. Wattage should be provided to check T-24. Mechanical Compliance: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] EM1. No comments in this section. Envelope Compliance: [Reviewer; email@interwestgrp.com; phone] EC1. CaIGREEN: [Reviewer; email@interwestgrp.com; phone] CG1. INTERWEST Walmort Remodel City of La Quinta - First Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 116124 Permit App: BCOM2023-1030 Page 7 of 7 STRUCTURAL: [Steve Kim; skim@interwestgrp.com; 909.738.0960] S1. Provide complete structural plans and calculations for the proposed WIC. [ASCE 7-16 Chapter 15] Sheet S1 S2. indicate C&C design pressures in accordance with CBC 1603.1.4. Structural Calculations S3. Design to comply with the 2022 CBC and adopted reference standards. S4. For the MWFRS wind design, use the appropriate zones in accordance with ASCE 7-16. S5. On page 15, seismic design calculations appear to be incomplete. S6. Provide canopy pad footing design calculations for review. Sheet AC1 S7. Provide cut sheets for the TIRE CHANGER, WHEEL BALANCER, and CONVEYOR. Discrete mechanical components weighing more than 400lbs or CG greater than 4ft above adjacent floor, OR suspended components weighing more than 20lbs must comply with the nonstructural seismic design requirements of ASCE 7-16 Chapter 13. Sheet GA1 S8. Provide seismic anchorage details and calculations for the proposed refrigerated cases. Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M-F, with any questions. [END] INTERWEST January 6, 2024 CITY OF LA QUINTA - FIRST REVIEW Permit No: BCOM2023-1030 Interwest No.: LAQ24-0002 Non -Structural: 7.5-hours Structural: 2-hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Walmart Remodel Address: 79295 Hwy. 111 0 rtv INTERWEST A SAFEbuilt' COMPANY Interwest Consulting Group has completed a first code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: Two copies of following: a. C1 through SA1 dated 11/2/23 by brr. b. SP1 through OPA1.2 datedll/2/23 by brr. C. S1 through S2 dated 11/2/23 by JBA. d. FP1 through FP5 dated 11/2/23 by teljian. e. MP1 through P3 dated 11/2/23 by HARGIS. f. M1.1 through M3 dated 11/2/23 by HARGIS. g. BASR1 through R3 dated 11/2/23 by HARGIS. h. E1 through EPH1 dated 11/2/23 by HARGIS. i. SSM-1 through CSS-2 dated 11/1/23 by Nasland. j. OS1 dated 11/2/23 by brr. 2. Structural Calculations: PDF dated 11/2/23 by JBA. The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review. Plan review comments follow on the attached list. Please submit an itemized response letter and complete and revised documents with directly to city of La Quinta Building and Safety Department. Sincerely, INTERWEST CONSULTING GROUP Steve Kim Plan Checker 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 Mark Seven EMP Plans Examiner 909.295-3142 INTERWESTGRP. COM Walmort Remodel 79295 Hwy. 111 116124 PROJECT DATA: City of La Quinta - First Review Interwest Project No. LAQ24-0002 Permit App: BCOM2023-1030 Page 2 of 7 Occupancy Group: Area (sq. ft.): M A2 A3 F1 B S1 159520+4825+11233 4493 525 4149 6769+5313 34198 Total Area: 231025 Building Height: Not provided Building Stories: Not provided Type of Construction: VB Occupant Load: 3485 Sprinklered: Y Valuation: Wildland Urban Interface N (WUI) Fire Area? Flood Zone: I AE Risk Category: II Site Class (seismic): D-default Seismic Design Category: D Special Wind Region: N Snow Loads: N GENERAL COMMENTS: G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following comments reference the 2022 California Building Standards Code as amended by the authority having jurisdiction unless otherwise noted. G2. Please respond in writing to each plan review comment by marking this comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. At minimum, the following should be included with each plan review response: • Page / sheet number(s), detail / specification number(s), etc., and include all applicable code section(s). • Briefly explain in writing how the design is intended to comply with the applicable code sections. • Please provide a narrative of revisions made outside the plan review comments. Complete and clear responses will expedite the re -check of this project. INTERWEST Walmort Remodel City of La Quinta - First Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 116124 Permit App: BCOM2023-1030 Page 3 of 7 G3. Please be sure to include on the re -submittal the architect's and /or engineer's stamp, signature, date of signature, and registration number on all sheets of plans depicting structural designed elements and cover sheets of calculations. CBPC 5536.1 and 6735. PLAN REVIEW COMMENTS: BUILDING AND LIFE SAFETY: [Steve Kim; skim@interwestgrp.com; 909.738.0960] Sheet N1 Al. Sheet N1 is repeated. SITE ACCESSIBILITY: [Steve Kim; skim@interwestgrp.com; 909.738.0960] Sheet SP1 SA1. Please provide complete site accessibility plans for review. Identify curbs, zero curbs, curb ramps, blended transitions, etc. and provide details showing compliance with the current ADA standards. [CBC 1113-202.4] SA2. Please provide notes and specifications for accessible routes: a. The running slope of walking surfaces shall not be steeper than 1:20. The cross slope of walking surfaces shall not be steeper than 1:48. [CBC 1113-403.3] b. The clear width for sidewalks and walks shall be 48 inches minimum. [CBC 11B-403.5.1] C. Floor and ground surfaces shall be stable, firm and slip resistant. [CBC 1113-302.1] d. Changes in level of 1/4 inch high maximum shall be permitted to be vertical and without edge treatment. Changes in level between 1/4 inch high minimum and 1/2 inch high maximum shall be beveled with a slope not steeper than 1:2. [CBC 1113-302.2-3] e. Objects with leading edges more than 27 inches and not more than 80 inches above the finish floor or ground shall protrude 4 inches maximum horizontally into the circulation path. [CBC 1113-307.2] f. Vertical clearance shall be 80 inches high minimum. [CBC 1113-307.4] SA3. Please provide enlarged plans of the (E) accessible parking and show compliance with the current ADA standards. ACCESSIBILITY: [Steve Kim; skim@interwestgrp.com; 909.738.0960] Sheet A5.1 AC1. On detail 3: A minimum 60 inches wide and 48 inches deep maneuvering space shall be provided in front of the water closet. [CBC 11B-604.3.1] Sheet A5.2 AC2. On detail 4: In a wheelchair accessible compartment with a door located in the side wall or partition, either in -swinging or out -swinging, a minimum 60 inches wide and 60 inches deep maneuvering space shall be provided in front of the water closet. See Figure 1113-604.8.1.1.2. [CBC 1113-604.8.1.1.2] INTERWEST Walmort Remodel 79295 Hwy. 111 116124 City of La Quinta - First Review Interwest Project No. LAQ24-0002 Permit App: BCOM2023-1030 Page 4 of 7 In a wheelchair accessible compartment with an in -swinging door, a minimum 60 inches wide by 36 inches deep maneuvering space shall be provided in front of the clearance required in Section 1113-604.8.1.1. See Figures 1113-604.8.1.1.2 (b) and 11B-604.8.1.1.3 (b). [CBC 11B-604.8.1.1.1] AC3. On detail 8: Sanitary napkin disposal units, if provided, shall comply with Section 1113-309.4 and shall be wall mounted and located on the sidewall between the rear wall of the toilet and the toilet paper dispenser, adjacent to the toilet paper dispenser. The disposal unit shall be located below the grab bar with the opening of the disposal unit 19 inches minimum above the finish floor. [CBC 11B-604.7.2] AC4. On detail 8: The space between the grab bar and projecting objects above shall be 12 inches minimum. [CBC 11B-609.3] Sheet AC1 AC5. On detail 4: The required clearance around the water closet shall be permitted to overlap the water closet, associated grab bars, dispensers, sanitary napkin disposal units, coat hooks, shelves, accessible routes, clear floor space and clearances required at other fixtures, and the turning space. No other fixtures or obstructions shall be located within the required water closet clearance. [CBC 11B-604.3.2] MECHANICAL: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] M1. At the time of rough installation and during storage on the construction site until the final startup of the heating cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal, or other methods acceptable to the enforcing agency to reduce the amount of dust, water or debris which may enter the system (Cal Green 5.504.3). Note to be added to the plan. M2. Regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. Existing units shall be inspected, coils cleaned, and filters replaced. CIVIC 401.2. M3. Please clarify the CFM for the return grills in the Rear mechanical plan. M4. Restrooms for Pharmacy shall have door undercut to allow airflow from the room to the exhaust fan. M5. Please clarify whether the RTU-12 is new or existing. Otherwise please provide the equipment details and SD to be shown in the plan. M6. Provide seismic restraints to all ductwork, pipes, and equipment support in accordance with the latest SMACNA guideline for seismic restraint of mechanical systems. REFRIGERANT: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] R1. Where refrigerant from a refrigerant leak may concentrate, please show an alarm system that will actuate mechanical ventilation in accordance with CIVIC 1106.2.4 at a set point not more than the corresponding Occupational Exposure Limit (OEL), in accordance with CIVIC Table 1102.3. INTERWEST Walmort Remodel City of La Quinta - First Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 116124 Permit App: BCOM2023-1030 Page 5 of 7 R2. Please provide the design of support and seismic restraint detail for refrigeration piping per occupancy hazardous facilities on Table 16-K. CIVIC 1105.2. R3. Provide support for the refrigerant piping within 6 feet following the first bend in such tubing from the compressor and within 2 feet of each subsequent bend or angle. Piping tubing shall be supported at points not more than 15 feet apart. CIVIC 1109.6. R4. Provide note that the refrigerant piping and joints shall be exposed to view for visual inspection and acceptance by the City prior to being covered or enclosed. CIVIC 1109.8 PLUMBING: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] P1. New or repaired potable water systems shall be disinfected prior to use where required by the Authority Having Jurisdiction. The method to be followed shall be that prescribed by the Health Authority or as prescribed by CPC 609.9(1) through (4). Note to be added to the plan. P2. Provide details of typical pipe hangers and supports used for this project. CPC Table 313.3. provide the pipe schedule to show the pipe type used in the project. P3. Limitation of Hot Water Temperature for Public Lavatories. Hot water delivered from public -use lavatories shall be limited to a maximum temperature of 120°F (49°C) by a device that is in accordance with ASSE 1070 or CSA 6125.3. The water heater thermostat shall not be considered a control for meeting this provision. CPC 407.3. P4. All plumbing fixtures that provide water for human consumption shall comply with the California lead-free law per section 116875 of the California Health and Safety Code. P5. hot water and drainpipes under accessible lavatories shall be insulated or otherwise covered. there shall be no sharp or abrasive surfaces under lavatories. Note to be added to the plan. P6. Cleanouts are required to be provided on the 'upper terminal' of all sinks and urinals located on the first floor of a building. Demonstrate cleanout at all sinks (including mop sinks, lavatories, and hand sinks) that are part of this project. Show all required ceanouts on the plan. CPC 707.4, Exception 1 P7. All horizontal drainage piping shall slope not less than % of an inch per foot (2%). Piping 4 inches or larger may be sloped not less than 1/8 of an inch (1%) where first approved by the AHJ. CPC 708.1. please show the slope in the layout. P8. Domestic water pipe shall be tested per CPC 609.4. Drainage and vent pipe shall be tested per CPC 712.0 and bleeding sewer per CPC 723.0. ELECTRICAL: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] E1. Provide emergency lighting photometry, calculation, and statistic table for verification of egress illumination. A minimum of 1 foot-candle emergency egress lighting under normal power shall be provided alongthe entire exit pathway per CBC1008.3.5. INTERWEST Walmort Remodel City of La Quinta - First Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 116124 Permit App: BCOM2023-1030 Page 6 of 7 E2. All installed luminaires shall be high -efficacy in accordance with Table 150.0-A. E3. All exhaust fans shall be switched separately from the lighting system(s). 2022 California energy code 160.5(a)2g. E4. All emergency and exit lights shall be provided with a minimum 90-minute rated capacity of emergency battery under full load. CBC 1008.3.4. E5. Please Complete the lighting fixture schedule. include wattage consumption. CEC 410.6. E6. Please provide a disconnecting switch to the equipment JB. E7. Please show the size of all disconnect switches on the plan; or clarify with a note that all disconnect switches will match the breaker /switch size of the same branch circuit/feeder in the panel respectively. CEC 240.4; CEC 220.18(A). E8. GFCI-protected WP convenience outlet on the same level and within 25' for all locations showing an HVAC condenser. CEC 210.63. E9. Provide a note on single -line diagrams that all lugs shall be rated for a minimum 75-degree F. E10. Show the voltage drop at the end of the site branch circuits and all feeders. For new panels only. E11. All new circuit breakers should match the existing type and have the highest A.I.C. rating. E12. Sheet ECC1. Provide tamper -resistant receptacles for all new receptacles, per CEC 406.12. Note on plans. ENERGY COMPLIANCE: Electrical Compliance: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] EE1. Please provide the project address in T-24. EE2. Wattage should be provided to check T-24. Mechanical Compliance: [Mark Seven; mseven@interwestgrp.com; 949.363.3054] EM1. No comments in this section. Envelope Compliance: [Reviewer; email@interwestgrp.com; phone] EC1. CaIGREEN: [Reviewer; email@interwestgrp.com; phone] CG1. INTERWEST Walmort Remodel City of La Quinta - First Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 116124 Permit App: BCOM2023-1030 Page 7 of 7 STRUCTURAL: [Steve Kim; skim@interwestgrp.com; 909.738.0960] S1. Provide complete structural plans and calculations for the proposed WIC. [ASCE 7-16 Chapter 15] Sheet S1 S2. indicate C&C design pressures in accordance with CBC 1603.1.4. Structural Calculations S3. Design to comply with the 2022 CBC and adopted reference standards. S4. For the MWFRS wind design, use the appropriate zones in accordance with ASCE 7-16. S5. On page 15, seismic design calculations appear to be incomplete. S6. Provide canopy pad footing design calculations for review. Sheet AC1 S7. Provide cut sheets for the TIRE CHANGER, WHEEL BALANCER, and CONVEYOR. Discrete mechanical components weighing more than 400lbs or CG greater than 4ft above adjacent floor, OR suspended components weighing more than 20lbs must comply with the nonstructural seismic design requirements of ASCE 7-16 Chapter 13. Sheet GA1 S8. Provide seismic anchorage details and calculations for the proposed refrigerated cases. Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M-F, with any questions. [END] INTERWEST March 15, 2024 CITY OF LA QUINTA - SECOND REVIEW Permit No: BCOM2023-1030 Interwest No.: LAQ24-0002 Non -Structural: 0-hours Structural: 1.5-hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Walmart Remodel Address: 79295 Hwy. 111 0 1W I N T E R W E S T A SAFEbuilt COMPANY Interwest Consulting Group has completed a second code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: Two copies of following: a. C1 through SA1 dated 2/2/24 by brr. b. SP1 through OPA1.2 dated 2/2/24 by brr. C. S1 through S2 dated 2/2/24 by JBA. d. FP1 through FP5 dated 2/2/24 by teljian. e. MP1 through P3 dated 2/2/24 by HARGIS. f. M1.1 through M3 dated 2/2/24 by HARGIS. g. BASR1 through R3 dated 2/2/24 by HARGIS. h. E1 through EPH1 dated 2/2/24 by HARGIS. i. SSM-1 through CSS-2 dated 2/2/24 by Nasland. j. OS1 dated 2/2/24 by brr. 2. Structural Calculations: PDF dated 2/2/24 by JBA. The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review. Plan review comments follow on the attached list. Please submit an itemized response letter and complete and revised documents with directly to city of La Quinta Building and Safety Department. Sincerely, INTERWEST CONSULTING GROUP Steve Kim Plan Checker 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 Mark Seven EMP Plans Examiner 909.295-3142 INTERWESTGRP.COM Walmort Remodel 79295 Hwy. 111 3115124 PROJECT DATA: City of La Quinta - Second Review Interwest Project No. LAQ24-0002 PermitApp: BCOM2023-1030 Page 2 of 3 Occupancy Group: Area (sq. ft.): M A2 A3 F1 B S1 159520+4825+11233 4493 525 4149 6769+5313 34198 Total Area: 231025 Building Height: Not provided Building Stories: Not provided Type of Construction: VB Occupant Load: 3485 Sprinklered: Y Valuation: Wildland Urban Interface N (WUI) Fire Area? Flood Zone: AE Risk Category: II Site Class (seismic): D-default Seismic Design Category: D Special Wind Region: N Snow Loads: N GENERAL COMMENTS: G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following comments reference the 2022 California Building Standards Code as amended by the authority having jurisdiction unless otherwise noted. G2. Please respond in writing to each plan review comment by marking this comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. At minimum, the following should be included with each plan review response: • Page / sheet number(s), detail / specification number(s), etc., and include all applicable code section(s). • Briefly explain in writing how the design is intended to comply with the applicable code sections. • Please provide a narrative of revisions made outside the plan review comments. Complete and clear responses will expedite the re -check of this project. I N T E R W E S T Walmort Remodel City of La Quinta - Second Review 79295 Hwy. 111 Interwest Project No. LAQ24-0002 3115124 PermitApp: BCOM2023-1030 Page 3 of 3 G3. Please be sure to include on the re -submittal the architect's and /or engineer's stamp, signature, date of signature, and registration number on all sheets of plans depicting structural designed elements and cover sheets of calculations. CBPC 5536.1 and 6735. PLAN REVIEW COMMENTS: STRUCTURAL: [Steve Kim; skim@interwestgrp.com; 909.738.0960] S1. Provide complete structural plans and calculations for the proposed WIC. [ASCE 7-16 Chapter 15] PC2: Comment is not addressed. WIC plans and calculations have not been submitted for review. Sheet S1 S2. indicate C&C design pressures in accordance with CBC 1603.1.4. PC2: Comment is partially addressed. C&C pressures vary depending on the tributary area. Please provide the complete table of design pressures. Structural Calculations S6. Provide canopy pad footing design calculations for review. PC2: Comment is partially addressed. Pending final design of the canopy footings. Sheet AC1 S7. Provide cut sheets for the TIRE CHANGER, WHEEL BALANCER, and CONVEYOR. Discrete mechanical components weighing more than 400lbs or CG greater than 4ft above adjacent floor, OR suspended components weighing more than 20lbs must comply with the nonstructural seismic design requirements of ASCE 7-16 Chapter 13. PC2: Comment is partially addressed. Pending final design of nonstructural components. Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M-F, with any questions. [END] I N T E R W E S T April 23, 2024 CITY OF LA QUINTA - FINAL REVIEW Permit No: BCOM2023-1030 Interwest No.: LAQ24-0002 Non -Structural: 0-hours Structural: 1.5-hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Walmart Remodel Address: 79295 Hwy. 111 0 1W I N T E R W E S T A SAFEbuilt COMPANY Interwest Consulting Group has completed a FINAL code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: Two copies of following: a. C1 through SA1 dated 4/17/24 by brr. b. SP1 through 0PA1.2 dated 4/17/24 by brr. C. S1 through S2 dated 4/17/24 by JBA. d. FP1 through FP5 dated 4/17/24 by teljian. e. MP1 through P3 dated 4/17/24 by HARGIS. f. M1.1 through M3 dated 4/17/24 by HARGIS. g. BASR1 through R3 dated 4/17/24 by HARGIS. h. E1 through EPH1 dated 4/17/24 by HARGIS. i. SSM-1 through CSS-2 dated 4/17/24 by Nasland. j. OS1 dated 4/17/24 by brr. 2. Structural Calculations: PDF dated 4/17/24 by JBA. The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review. Plan review comments follow on the attached list. Enclosed, please find the above noted documents bearing Interwest Consulting Group's plan review stamps indicating the documents have been reviewed for code compliance. Please do not hesitate to contact us directly with any questions. Sincerely, INTERWEST CONSULTING GROUP Steve Kim Plan Checker 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 909.295-3142 INTERWESTGRP.COM Walmort Remodel 79295 Hwy. 111 4123124 City of La Quinta - Second Review Interwest Project No. LAQ24-0002 PermitApp: BCOM2023-1030 Page 2 of2 INTERWEST A iAFr Quitz WM!'A Y Bill to: City of La Quinta Attn Danny Castro Design and Development Director 78-495 Calle Tampico La Quinta, CA 92253 Remit to: Interwest Consulting Group P.O. Box 301069 Los Angeles, CA 90030-1069 Invoice #384827 April 24, 2024 Direct questions to Erica Cuevas ecuevas@interwestgrp.com Professional services for the period April 23, 2024 through April 23, 2024 Commercial - Walmart Store Remodel - 79295 Highway 111 - LAQ24-0002 - BCOM2023-1030 Invoice Total (Please pay this amount) $202.50 Employee Title Hours Rate Total Steve Kim Plan Check Engineer 1.50 $135.00 $202.50 Labor 1.50 $202.50 Steve Kim LAQ24-0002 Commercial - BCOM2023-1030 - 79295 Highway 111 - LAQ24-0002 Day Description 4/23/2024 LAQ24-0002 Total Hours 1.50 1.50 Iof1 INTERWEST A SAFEbu ilt' COMPANY Bill to: City of La Quinta Attn Danny Castro Design and Development Director 78-495 Calle Tampico La Quinta, CA 92253 Remit to: Interwest Consulting Group P.O. Box 301069 Los Angeles, CA 90030-1069 Invoice #323498 March 15, 2024 Direct questions to Erica Cuevas ecuevas@interwestgrp.com Professional services for the period March 15, 2024 through March 15, 2024 Commercial - Walmart Store Remodel - 79295 Highway 111 - LAQ24-0002 - BCOM2023-1030 Invoice Total (Please pay this amount) $202.50 Employee Title Hours Rate Total Steve Kim Plan Check Engineer 1.50 $135.00 $202.50 Labor 1.50 $202.50 Steve Kim LAQ24-0002 Commercial - BCOM2023-1030 - 79295 Highway 111 - LAQ24-0002 Day Description 3/15/2024 LAQ24-0002 Total Hours 1.50 1.50 Iof1 INTERWEST A SAFEbuilf COMPANY Bill to: City of La Quinta Attn Danny Castro Design and Development Director 78-495 Calle Tampico La Quinta, CA 92253 Remit to: Interwest Consulting Group P.O. Box 301069 Los Angeles, CA 90030-1069 Invoice #225254 January 16, 2024 Direct questions to Erica Cuevas ecuevas@interwestgrp.com Professional services for the period January 6, 2024 through January 8, 2024 Commercial - Walmart Store Remodel - 79295 Highway 111 - LAQ24-0002 - BCOM2023-1030 Invoice Total (Please pay this amount) $1,162.50 Employee Title Hours Rate Total Mark Seven ICC Certified Plans Examiner 6.00 $115.00 $690.00 Steve Kim Plan Check Engineer 3.50 $135.00 $472.50 Labor 9.50 $1,162.50 Steve Kim LAQ24-0002 Commercial - Walmart Store Remodel - 79295 Highway 111 Dav Description Hours 1/6/2024 LAQ24-0002 3.50 Total 3.50 Mark Seven LAQ24-0002 Commercial - Walmart Store Remodel - 79295 Highway 111 Day Description Hours 1/6/2024 LAQ24-0002 2.50 1/8/2024 LAQ24-0002 3.50 Total 6.00 IofI A iAFr Quitz WM!'A Y Bill to: City of La Quinta Attn Danny Castro Design and Development Director 78-495 Calle Tampico La Quinta, CA 92253 Remit to: Interwest Consulting Group P.O. Box 301069 Los Angeles, CA 90030-1069 Invoice #384827 April 24, 2024 Direct questions to Erica Cuevas ecuevas@interwestgrp.com Professional services for the period April 23, 2024 through April 23, 2024 Commercial - Walmart Store Remodel - 79295 Highway 111 - LAQ24-0002 - BCOM2023-1030 Invoice Total (Please pay this amount) $202.50 Employee Title Hours Rate Total Steve Kim Plan Check Engineer 1.50 $135.00 $202.50 Labor 1.50 $202.50 Steve Kim LAQ24-0002 Commercial - BCOM2023-1030 - 79295 Highway 111 - LAQ24-0002 Day Description 4/23/2024 LAQ24-0002 Total Hours 1.50 1.50 Iof1