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BCOM2022-0058
BUILDING PERMIT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Building Commercial Permit Number: BCOM2022-0058 Property Address: 79900 HIGHWAY 111 APN: 600010017 Legal Description Parcel 1 PM 192/53 PM 28469 Property Zoning: CR, 1 Valuation: $94,905.00 PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 10/03/2022 ISSUED DATE: 08/01/2023 CALIFORNIA Owner: The Home Depot 2455 Paces Ferry Road, Atlanta, GA 30339 Applicant: Fenn Moun 19100 Von Karman, Suite 600, Irvine, CA 92612 Contractor: GRAVES CONSTRUCTION GROUP SERVICES INC 27162 BURBANK, FOOTHILL RANCH, CA 92610 PRIOR TO THE ISSUANCE OF THIS PERMIT FOR CONSTRUCTION, ALTERATION, IMPROVEMENT, DEMOLITION, OR REPAIR THE OWNER, APPLICANT AND/OR CONTRACTOR UNDER PENALTY OF PERJURY HAVE AFFIRMED WHEN APPLICABLE, THROUGH THE SUBMITTAL OF FORMS OR BY OTHER ELECTRONIC MEANS, THE FOLLOWING: LICENSED CONTRACTOR OR OWNER -BUILDER DECLARATION (1 or 2) 1) They are licensed under provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code, and the referenced License is in full force and effect, or; 2) That they are exempt from the Contractors' State License Law for the reason(s) indicated by either (2)(a) and/or (2)(b), or (2)(c) where he or she is exempt from licensure by a valid exemption. [Section 7031.5, Business and Professions Code: Any city or county that requires a permit to construct, alter, improve, demolish, or repair any structure, prior to its issuance, also requires the applicant for the permit to file a signed statement that he or she is licensed pursuant to the provisions of the Contractors' State License Law (Chapter (commencing with Section 7000) of Division 3 of the Business and Professions Code] Any violation of Section 7031.5 by any applicant for a permit subjects the applicant to a civil penalty of not more than five hundred dollars ($500).) a) As owner of the property, or my employees with wages as their sole compensation, will do all of or portions of the work, and the structure is not intended or offered for sale (Section 7044, Business and Professions Code: The Contractors' State License Law does not apply to an owner of property who, through employees' or personal effort, builds or improves the property, provided that the improvements are not intended or offered for sale. If, however, the building or improvement is sold within one year of completion, the Owner -Builder will have the burden of proving that it was not built or improved for the purpose of sale.). b) As owner of the property, will be exclusively contracting with licensed c) Are exempt from licensure under the Contractors' State License Law. As an Owner -Builder, they acknowledge that, except for their personal residence in which they must have resided in for at least one year prior to completion of the improvements covered by this permit, they cannot legally sell a structure built as an owner -builder if it has not been constructed in its entirety by licensed contractors. It is understood that a copy of the applicable law, Section 7044 of the Business and Professions Code, is available upon request when this application was submitted at the following Web site: http://www.leginfo.ca.gov/calaw.html. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the application does not relieve that person of the requirement to give the 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: 4/7/25 9:23 am Page 1 of 6 BUILDING PERMIT Permit Type: Building Commercial Permit Number: BCOM2022-0058 Property Address: 79900 HIGHWAY 111 construction lender preliminary notice from that duty. Printed: 4/7/25 9:23 am Page 2 of 6 Permit Type Building Commercial BUILDING PERMIT Permit Number: Property Address BCOM2022-0058 79900 HIGHWAY 111 HOME DEPOT / 2,109SF TOOL RENTAL CENTER ADDITION *** 2,109SF ADDITION OF TOOL RENTAL CENTER CONSISTING OF 1,672SF TOOL RENTAL CENTER AND 437SF TOOL RENTAL CENTER MAINTENANCE ROOM, WITH EXTERIOR ACCESSIBLE PARKING PATH OF TRAVEL IMPROVEMENTS [TYPE II B /M-OCCU PAN CY/31 -OL/CLASS A-FR/NFPA 13]. THIS PERMIT DOES NOT INCLUDE ALTERATIONS TO OTHER PORTIONS OF THE BUILDING. 2019 CALIFORNIA BUILDING CODES. ,inntructinn Det;:. Commercial Work Type Addition Building/Unit B: Office, Professional, M: Gross Square Footage 2109 Occupancy Stores, Markets, Gas Classification(s) Station, S-1: Storage, Mod Hazard Conditioned Square 2109 Fire Sprinkler Square 2109 Number of Floors 1 Footage Occupant Load 31 Addition Area Square 2109 Footage Number of Air 1 Handling Unit(s) Number of Roof Drains 2 Number of Gas Outlet(s) Footage Construction Type V-B New Electrical Square 2109 Footage Number of Ventilation 2 Fan(s) Number of Water 1 Heater(s) Grease Interceptor or Yes Sand/Oil Separator? City Development No Art in Public Places Impact Fee Applicable Fund Exempt General Plan CG City Limits Lot Number 1 Lot Size No Within La Quinta Limits 76966.5 Code Edition 2019 Number of 1 Condenser(s) Number of Plumbing 2 Fixtures/Traps Water System Install Yes or Alteration? Transportation Uniform No Mitigation Fee Applicable Zoning CR Subdivision Name PM 28469 Legal Description Parcel 1 PM 192/53 PM 28469 Type Group Sq Ft Value Printed: 4/7/25 9:23 am Page 3 of 6 BUILDING PERMIT Permit Type: Building Commercial Permit Number: BCOM2022-0058 Property Address: 79900 HIGHWAY 111 Invoice No. Fee Fee Amount Amount Paid INV-00003120 Temporary Certificate Of Occupancy $525.50 $525.50 Total for Invoice INV-00003120 $525.50 $525.50 INV-00003122 Credit Card Convenience Fee $13.14 $13.14 Total for Invoice INV-00003122 $13.14 $13.14 PERMIT-BCOM2022-00`. NEW CONSTRUCTION PLAN CHECK 2022 $396.61 $396.61 8 DIF - MAINTENANCE FACILITIES $972.25 $972.25 NON-RESIDENTIAL, FIRST 2,000SF PC $101.54 $101.54 ROOF DRAIN PC $29.18 $29.18 PLAN CHECK DEPOSIT - COMMERCIAL $750.00 $750.00 ROOF DRAIN $29.18 $29.18 TUMF 2023 - RETAIL $14,003.76 $14,003.76 NEW CONSTRUCTION PLAN CHECK 2022 $750.00 $750.00 NON-RESIDENTIAL, EA ADDITIONAL 2,000SF PC $11.67 $11.67 CONDENSER/COMPRESSOR $43.77 $43.77 CONDENSER/COMPRESSOR PC $29.18 $29.18 RECORDS MANAGEMENT FEE - MAJOR $22.00 $22.00 AIR HANDLER $43.77 $43.77 HOURLY CHARGE - CITY BUILDING STAFF $131.25 $131.25 NEW CONSTRUCTION PERMIT 2022 $1,242.74 $1,242.74 BSAS SB1473 FEE $4.00 $4.00 DIF - TRANSPORTATION $16,992.21 $16,992.21 SMI - COMMERCIAL $26.57 $26.57 NON-RESIDENTIAL, EA ADDITIONAL 2,000SF $43.77 $43.77 DIF - FIRE PROTECTION $318.46 $318.46 GAS SYSTEM, 1-4 OUTLETS $14.59 $14.59 HOURLY CHARGE - INTERWEST STRUCTURAL PLAN REVIEW $2,906.25 $2,906.25 GREASE INTERCEPTOR PC $14.59 $14.59 FIXTURE/TRAP PC $29.18 $29.18 VENT FAN PC $11.68 $11.68 TECHNOLOGY ENHANCEMENT FEE $8.00 $8.00 GAS SYSTEM, 1-4 OUTLETS PC $29.18 $29.18 WATER HEATERNENT PC $8.75 $8.75 DIF - CIVIC CENTER $1,100.90 $1,100.90 GREASE INTERCEPTOR $43.77 $43.77 HOURLY CHARGE - INTERWEST PLANS EXAMINER $75.00 $75.00 WATER HEATERNENT $14.59 $14.59 VENT FAN $29.18 $29.18 ART IN PUBLIC PLACES - COMMERCIAL $474.53 $474.53 ALTERATIONS/ADDITIONS - NON-RESIDENTIAL $161.00 $161.00 FIRE COMMERCIAL INDUSTRIAL ADDITION/REMODEL PC $263.00 $263.00 NON-RESIDENTIAL, FIRST 2,000SF $131.30 $131.30 AIR HANDLER PC $14.59 $14.59 FIXTURE/TRAP $29.18 $29.18 FIRE COMMERCIAL/INDUSTRIAL ADDITION OR REMODEL $263.00 $263.00 Total for Invoice PERMIT-BCOM2022-0058 $41,564.17 $41,564.17 Grand Total for Permit $42,102.81 $42,102.81 Printed: 4/7/25 9:23 am Page 4 of 6 BUILDING PERMIT Permit Type: Building Commercial Permit Number: BCOM2022-0058 Property Address: 79900 HIGHWAY 111 Workflow Step / Action Name Action Type Start Date End Date Deferred Submittals v.1 10/27/2023 9:32 12/21/2023 16:02 ---------------------------------------------------------------------------------------------------------------------------------------- Linked Fire Permit v.1 Create Sub Permit 10/27/2023 10:51 12/21/2023 16:02 ---------------------------------------------------------------------------------------------------------------------------------------- Linked Permits v.1 Create Sub Permit 10/27/2023 9:35 12/14/2023 14:37 ---------------------------------------------------------------------------------------------------------------------------------------- Linked Fire Sprinkler Permit v.1 Create Sub Permit 10/27/2023 9:32 12/07/2023 13:43 Inspections - Do Not Pour Concrete Until Approved v.1 08/21/2023 15:14 --------------------------------------------------------------------------------------------- Drypack v.1 ---- Inspection --------------------------------------- 10/04/2023 15:37 10/04/2023 15:39 ------------------ - Footing v.1 - - ------------------------------------------------ Inspection 08/21/2023 15:14 -------------- 08/21/2023 15:14 ------------------ -- -- -- ----------------------------------------------------------------------------------------------------------- Setbacks v.1 Inspection --------------------------------------------------------------------------------------------------------------------------------------- Slab v.1 Inspection 10/03/2023 16:10 10/04/2023 15:37 --------------------------------------------------------------------------------------------------------------------------------------- Slab v.1 Inspection 12/04/2023 7:33 12/05/2023 10:31 --------------------------------------------------------------------------------------------------------------------------------------- Underground Electrical v.1 Inspection 12/07/2023 17:12 12/08/2023 13:20 --------------------------------------------------------------------------------------------------------------------------------------- Underground Plumbing v.1 Inspection 09/13/2023 6:50 09/14/2023 14:31 -------------------------------------------------------------------------------- Underground Plumbing v.2 Inspection -------------------------------------- 09/14/2023 0:00 --------------------------------------------------------------------------------------------------------------------------------------- Water Line v.1 Inspection Inspections - Cover No Work Until Approved v.1 10/24/2023 16:23 --------------------------------------------------------------------------------------------------------------------------------------- Roof Nail v.1 Inspection 10/25/2023 15:52 10/25/2023 15:56 -------------------------------------------------------------------------------- Okay to Wrap v.1 Inspection -------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------- Framing v.1 Inspection 10/24/2023 16:24 10/25/2023 15:51 --------------------------------------------------------------------------------------------------------------------------------------- Framing v.2 Inspection 10/25/2023 0:00 --------------------------------------------------------------------------------------------------------------------------------------- Rough Electrical v.1 Inspection 12/18/2023 16:30 12/19/2023 12:00 -------------------------------------------------------------------------------- Rough Mechanical v.1 Inspection -------------------------------------- ---------------------------------------------------------------------------------------------------------------------------------------- Rough Plumbing v.1 Inspection 10/24/2023 16:24 10/25/2023 15:49 -------------------------------------------------------------------------------------------------------------------------------------- Rough Plumbing v.2 Inspection 10/25/2023 0:00 - ---------------------------------------------------------------------------------------------------------------------------------------- Rough Fire Clearance Bldg v.1 Inspection 12/07/2023 16:33 12/07/2023 16:34 ---------------------------------------------------------------------------------------------------------------------------------------- Shower Pan v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Insulation v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Drywall Nail v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- T-Bar/Overhead v.1 Inspection ------------------------------------------------------------------------------------ Exterior Lath v.1 ------------ Inspection --------------------- ------------ --- --- ---------------------------------------------------------------------------------------------------------------------------------------- Gas Test v.1 Inspection 10/24/2023 16:23 10/25/2023 15:43 --------------------------------------------------------------------------------------------------------------------------------------- Gas Test v.2 Inspection 11/14/2023 16:17 11/15/2023 14:22 --------------------------------------------------------------------------------------------------------------------------------------- Sewer Connection v.1 Inspection Inspections - Masonry v.1 08/23/2023 15:45 10/02/2023 16:29 --------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.1 Inspection 08/23/2023 15:45 08/24/2023 17:06 --------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.2 Inspection 09/13/2023 6:50 09/14/2023 14:37 --------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.3 Inspection 09/20/2023 17:20 09/22/2023 9:35 --------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.4 Inspection 09/22/2023 16:08 09/25/2023 15:41 --------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.5 Inspection 09/25/2023 16:25 09/27/2023 13:28 --------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.6 Inspection 09/27/2023 16:18 09/28/2023 16:24 --------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.7 Inspection 09/28/2023 16:24 09/29/2023 14:03 --------------------------------------------------------------------------------------------------------------------------------------- Bond Beam v.8 Inspection 09/29/2023 16:12 10/02/2023 16:29 Printed: 4/7/25 9:23 am Page 5 of 6 BUILDING PERMIT Permit Type: Building Commercial Permit Number: BCOM2022-0058 Property Address: 79900 HIGHWAY 111 Inspections - Electrical for Meter Release v.1 Temporary Power v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Temp Use of Permanent Power v.1 Inspection Inspections - Final v.1 12/12/2023 17:00 01/09/2024 16:02 ---------------------------------------------------------------------------------------------------------------------------------------- Final Public Works v.1 Inspection 12/13/2023 10:08 12/13/2023 14:12 ---------------------------------------------------------------------------------------------------------------------------------------- Final Fire v.1 Inspection 12/21/2023 16:03 12/21/2023 16:04 ---------------------------------------------------------------------------------------------------------------------------------------- Final Planning/Zoning v.1 Inspection 12/13/2023 10:38 12/14/2023 16:44 ---------------------------------------------------------------------------------------------------------------------------------------- Final Building v.1 Inspection 12/12/2023 17:00 12/14/2023 15:56 ---------------------------------------------------------------------------------------------------------------------------------------- Final Building v.2 Inspection 12/27/2023 16:12 12/28/2023 17:06 ---------------------------------------------------------------------------------------------------------------------------------------- Final Building v.3 Inspection 01/02/2024 16:22 01/03/2024 11:56 ---------------------------------------------------------------------------------------------------------------------------------------- Final Building v.4 Inspection 01/05/2024 16:30 01/09/2024 16:02 Certificate of Occupancy v.1 12/14/2023 15:57 ---------------------------------------------------------------------------------------------------------------------------------------- Create Report ---------------------------------------------------------------------------------------------------------------------------------------- Issue Certificate of Occupancy Temporary v.1 Create Report 12/14/2023 15:57 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: 4/7/25 9:23 am Page 6 of 6 T4t!t 4 4Q" DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 1V[CIM—wel STREET ADDRESS OF JOB: 51207 AVENIDA HERRERA APN: 773-063-020 DESCRIPTION OF WORK: NEW SINGLE-FAMILY DWELLING SQUARE FOOTAGE: 1959 OWNER'S NAME: FRANCISCO NAVA 555 W. 1ST ST. ONTARIO, CA 91762 For questions regarding this letter, please contact: City of La Quinta Permit Center (760) 777-7125 Coachella Valley Unified School District 87-225 Church St. P 0 Box 847 Thermal, CA 92274 (760) 398-5909 Desert Sands Unified School District 47-950 Dune Palms Road La Quinta, CA 92253 (760) 771-8515 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE DATE 03/22/2023 BY'D C Please note: This letter verifies conditioned square footage. Please call your School District to verify school fees, requirement for cashier's check or money order and hours of operation. Date: 6/6/2023 No.: 23-03829-1 Owner: The Home Depot Address: 79900 Highway 111 City: La Quinta Type: Commercial Lot # Street No. 79900 Comments: CERTIFICATE OF COMPLIANCE Desert Sands Unified School District 47950 Dune Palms Road La Quinta, CA 92253 (760)771-8515 Street Name Highway 111 Email: Jurisdiction: La Quinta Tract #: Sq. Feet APN 2109 600-010-017 DESERT SANDS UNIFIED SCHOOL DISTRICT Permit No. At the present time, the Desert Sands Unified School District does not collect fees on garages/carports, covered patios/walkways, residential additions under 500 square feet, detached accessory structures (spaces that do not contain facilities for living, sleeping, cooking eating, or sanitation) or replacement mobile homes. It has been determined that the above -named owner is exempt from paying school fees at this time due to the following reason: EXEMPTION NOT APPLICABLE This certifies that school facility fess imposed pursuant to Education Code Section 17620 and Government Code 65995 Et Seq. in the amount of $0.78 X 2109 S.F. or $1,645.02 have b•:en paid for the property listed above and that building permits and/or Certificates of Occupancy for this square footage in the proposed project may now be issued. Fees Paid By: CC/ CHASE/ Fenn Moun Bank Name/Recipient of Certificate By Dr. Kelly May-Vollmar Superintendent Fee Collected/ Exempted by: Yaneli Castillo Check No.: 1130139485 Telephone: 470-680-6867 Funding: Commercial Certificate Fees Due: $1,645.02 Original Payment(s) Rec'd: $0.00 New Payment Rec'd: $1,645.02 Over/Under: $0.00 NOTICES: (1) PURSUANT TO GOVERNMENT CODE SECTION 66020(d), OWNER HAS A PERIOD OF 90 DAYS FROM THE DATE OF ISSUANCE OF THIS CERTIFICATE TO PROTEST THE IMPOSITION OF THESE FEES. FAILURE TO FILE SUCH PROTEST WITHIN THE 90-DAY PERIOD SHALL RESULT IN FORFEITURE OF ANY RIGHTS TO CHALLENGE SUCH FEES, THROUGH LITIGATION OR OTHERWISE. (2) If subsequent modifications to the project result in a change in project type or an increase in square footage, or if the Certificate expires prior to building permit issuance, Owner must obtain an updated Certificate from the District and pay any additional fees owing at the then -current rate before the building permit can be issued. (3) CERTIFICATE OF COMPLIANCE IS VALID FOR THIRTY (30) DAYS FROM THE DATE OF ISSUANCE. Notice to Building Department: THIS DOCUMENT VALID ONLY IF IMPRINTED WITH EMBOSSED SEAL. CAL FIRE — RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT �Cci BILL WEISER - FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA-CALIFORNIA - 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7078 • www.rvcfire.org December 7, 2023 James McCormick, Graves Construction Re: Home Depot — Tool Rental Center Building Permit #BCOM2023-0058 / 79900 Highway I I I Today, an inspection was conducted for this permit and the following issues were discovered that need to be addressed prior to fire clearance. 1.) We observed a delayed egress locking system on the two doors serving as the means of egress for the tool rental center. An approved automatic smoke or heat detection system shall be installed throughout the building before the delayed egress locking system will be permitted. The delay electronics of the delayed egress locking system shall deactivate upon actuation of the automatic sprinkler system or automatic fire detection system, allowing immediate, free egress. If the business chooses to maintain the delayed egress system for these doors, then fire alarm plan revisions are required. Reference California Fire Code 1010.2.13 2.) The door holder release for the fire door was not tested due to a faulty device. The Fire Inspector shall witness the function of the door holder release prior to final acceptance of the fire alarm permit. 3.) The suspended exit sign for the north exit door from the Tool Rental Center is missing and needs to be installed. 4.) The delayed egress locking system shall be installed and operated in accordance with all the following: • An attempt to egress shall initiate an irreversible process that shall allow such egress in not more than 15 seconds when a physical effort to exit is applied to the egress side door hardware for not more than 3 seconds. Initiation of the irreversible process shall activate an audible signal in the vicinity of the door. • A sign shall be provided on the door and shall be located above and within 12 inches of the door exit hardware. The sign shall read "PUSH UNTIL ALARM SOUNDS. DOOR CAN BE OPENED IN 15 SECONDS." Sign lettering shall be at least I" in height. • A tactile sign shall also be provided in braille. • Emergency lighting shall be provided on the egress side of the door. • The delayed egress locking system units shall be listed in accordance with UL 294. Regarding today's discussion about the possibility of the Fire Department recommending approval for temporary occupancy, the following conditions will apply: The fire door will need to be maintained closed until the automatic door release is functioning, the missing exit sign shall be installed, and the delayed egress system shall be removed or disabled. There may be additional requirements for temporary occupancy from the Building and Safety Department. All questions regarding the meaning of these requirements should be referred to the Office of the Fire Marshal staff at (760)777-7078. Chris Cox — Fire Safety Supervisor CAL FIRE — RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT �Cci BILL WEISER - FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA-CALIFORNIA - 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7078 • www.rvcfire.org December 19, 2023 Attn: Sourin Vanhnarath, Merchandising ASM for La Quinta Home Depot asm_6630(c�r�,homedepot. com Re: Hazardous Materials Inventory — New Tool Rental Center and Maintenance Room 79900 Highway 111, La Quinta The hazardous materials inventory statement was reviewed and approved by the Riverside County Fire Department for the above referenced project with the following conditions. 1.) NFPA placards shall be posted on the exterior doors providing access to the tool rental center and the door providing access to the maintenance room. Placards shall consist of the following information: Red diamond 3, blue diamond 1, Yellow diamond 0. CFC 5003.5 2.) Fueled equipment shall not be stored within 5 feet of exit doors. CFC 314.3 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: Project Description: SFR Exempt: (Materials may contain hazardous wastes and are not subject to recycling provisions) Construction Debris Management Plan Plan Submittal Date Job Site Address Owner's Name Number, Street, or PO Box City. State, Postal Code Owner's Phone Number Owner's E-Mail Address Project Manager's Name Project Manager's Phone Number Project Manager's E-mail Address Builder / Contractor Number, Street or PO Box City. State, Postal Code Project Square Footage 7/12/2023 79900 CA-111, La Quinta, CA 92253 Home Depot USA, Inc 2455 Paces Ferry Road Atlanta, GA 30339 770-433-8211 fared amothAhomedepot.com Mike Melgoza 949-278-8352 mikeaa aravesconstruction.com Graves Construction 27162 Burbank Foothill Ranch, GA 92610 2500 sf Approval By Burrtec Z" Date of City Approval Materials To Be Discarded: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse* *Describe Items Tons 9.00 Not recyclable 0.00 Recyclable 0.00 Recyclable 0.75 Recyclable 0.00 Recyclable 12.00 Recyclable 1.25 Recyclable 0.00 Recyclable Totals: Recycle Trash 22.81 19.0 Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0.00 Recyclable 3.00 Recyclable 0.00 Recyclable 0.25 Recyclable 0.50 Recyclable 5.00 Recyclable 0.00 Recyclable Projected Diversion: 71.65% 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 property owner(s) and general contractor shall be kept informed of the diversion progress through bi-monthly reports. If self -hauling, all refuse material from this project site must be taken to an approved recycler or transfer Owner / Developer / Project Manager / Superintendant Date Construction Debris Management Plan Summary of Requirements As of January 1, 2017, The Green Building Standards Code (CALGreen) requires that the construction of most new structures in the State of California comply with sections 4.408 and 5.408 of the code in accordance with Assembly Bill 939 requiring that no more than 35% of jobsite waste be disposed of as trash at local land fill sites and transfer stations. Exceptions may be made for certain projects under certain conditions. The City of La Quinta is committed to the highest level of environmental respect, to conserving our precious natural resources and setting an example to provide for a better world for generations to come. Recycling helps keep reusable resources out of landfills and will also reduce disposal costs. IMPORTANT: Burrtec Waste & Recycling Services is the City's franchise hauler. If you choose to self -haul any recyclables or trash, you must provide copies of all weight tickets and/or receipts from the transfer station, landfill, or recycler as the job progresses. Clean-up companies and other haulers are not permitted to haul waste or recyclables from the City of La Quinta. Self -haul weight tickets should be submitted to: Mike Veto, District Environmental Coordinator - mveto@burrtecdesert.com, or faxed to (760) 340-0417, or mailed to: 41575 Eclectic Street, Palm Desert, CA. 92260. Jacob Fuson From: James McCormick <jmccormick@gravesconstruction.com> Sent: Thursday, December 14, 2023 10:58 AM To: Jacob Fuson Subject: Fwd: Safety Coommitment from Home Depot EXTERNAL: This message originated outside of the City of La Quinta. Please use proper judgement and caution when opening attachments, clicking links or responding to requests for information. Store management letter complying with fire department and city requirements. James Mccormick sr superintendent Graves construction 1916.862.8778 From: 6630, Asm <Asm_6630@homedepot.com> Sent: Tuesday, December 12, 2023 12:39:02 PM To: firesupervisor@laquintaca.gov <firesupervisor@laquintaca.gov> Cc: James McCormick <jmccormick@gravesconstruction.com> Subject: Safety Coommitment from Home Depot On behalf of the La Quinta Home Depot management team we promise not to operate or enable the delay egrees locking system in the new tool rental center until all safety provisions are confirmed to be in place by the fire department and the city of La Quinta building and safety department. Sourr;:v 11anhnarath, Ale - .45A1 La; Qur seta; C4 92253 aonc 663OC��otconv The information in this Internet Email is confidential and may be legally privileged. It is intended solely for the addressee. Access to this Email by anyone else is unauthorized. If you are not the intended recipient, any disclosure, copying, distribution or any action taken or omitted to be taken in reliance on it, is prohibited and may be unlawful. When addressed to our clients any opinions or advice contained in this Email are subject to the terms and conditions expressed in any applicable governing The Home Depot terms of business or client engagement letter. The Home Depot disclaims all responsibility and liability for the accuracy and content of this attachment and for any damages or losses arising from any inaccuracies, errors, viruses, e.g., worms, trojan horses, etc., or other items of a destructive nature, which may be contained in this attachment and shall not be liable for direct, indirect, consequential or special damages in connection with this e-mail message or its attachment. STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A Revised 01/20 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 1 of 4) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental Compliance Results: Enforcement Agency Use: Checked by/Date Q Complies ® Does NOT Comply Submit one Certificate of Acceptance for each room, area, or zone that is directly or indirectly served by a thermostatic controls Intent: system. Includes construction inspection for an optional economizer that has been certified to the Energy Commission. A. Construction Inspection Building: Floor: Room/Area/Zone: Control/System Prior to Functional Testing, verify and document all of the following 1. Required Documentation (check all of the following): ❑✓ a. NRCC-MCH-E as approved by the authority having jurisdiction is available for reference. (§10-103(a)2A) A printed copy of the OpenADR 2.Oa or OpenADR 2.Ob Virtual End Node (VEN) certificate for the demand response control system (§110.12(a)1A); OR ❑✓ b. A certificate from the manufacturer stating that the demand response control system is capable of responding to a demand response signal from a certified OpenADR 2.Ob Virtual End Node by automatically implementing the control functions requested by the Virtual End Node for the equipment it controls. (§110.12(a)1B) Note: Demand responsive controls may incorporate and use protocols in addition to (not instead of) the protocols listed above. (§110.12(a)3) 2. Thermostatic controls for each zone served by the system (check one of the following): 0 a. Thermostat is located within the space -conditioning zone that is served by the HVAC system (NA 7.5.2.1(a), §120.2(a)). 0 b. An Energy Management Control system is installed to comply with the requirement of one or more thermostatic controls. (§120.2(a)) QQ C. An independent perimeter heating or cooling system that serves more than one zone without individual thermostatic controls is installed (check all of the following): (Exception to §120.2(a)) ❑ i All zones served by the perimeter system are also served by an interior cooling system; and ❑ li The perimeter system is designed solely to offset envelope heat losses or gains; and ❑ lii The perimeter system has at least one thermostatic control for each building orientation of 50 feet or more; and ❑ Iv The perimeter system is controlled by at least one thermostat located in one of the zones served by the system. 3. Criteria for Thermostatic zone controls (check all of the following): a. Set Points and Dead -band (check one of the following): ® i The thermostatic control is used to control comfort heating only and is capable of being set, locally or remotely, down to 55°F or lower. (§120.2(b)1) ® ii The thermostatic control is used to control comfort cooling only and is capable of being set, locally or remotely, up to 857 or higher. (§120.2(b)2) ® iii The thermostatic control is used to control both comfort heating and comfort cooling and requires manual changeover between heating and cooling modes. (Exception to §120.2(b)3) ® iv The thermostatic control is used to control both comfort heating and comfort cooling and does NOT require manual changeover between heating and cooling modes and is capable of all of the following: (§120.2(b)3) ❑ A A minimum heating setpoint of 55°F or lower; and ❑ B A maximum cooling setpoint of 85°F or higher; and ❑ C A temperature range or dead band of at least 57 within which the supply of heating and cooling energy to the zone is shut off or reduced to a minimum. b. ADDITIONAL THERMOSTATIC CONTROLS (check one of the following): O i The heating or cooling systems is NOT a heat pump system and is NOT controlled by an Energy Management Control System, and has a clock mechanism that allows the building occupant to program the temperature setpoints for at least four periods within 24 hours (a setback thermostat). (§120.2(b)4, §110.2(c)1) 0 ii Thermostatic control NOT required. The heating or cooling system is NOT a heat pump system and is NOT controlled by an Energy Management Control System, and is one of the following (check one of the following): (Exception to §110.2(c)) ❑ A Gravity gas wall heater CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A Revised 01/20 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 2 of 4) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental A. Construction Inspection Building: Floor: Room/Area/Zone: Control/System Prior to Functional Testing, verify and document all of the following ❑ B Gravity floor heater ❑ C Gravity room heater ❑ D Non -central electric heater, fireplace or decorative gas appliance, wood stove, room air conditioner, or room air - conditioner heat pump. • iii The heating or cooling system is a heat pump with supplementary electric resistance heaters and has all of the following controls (check all of the following): The cut -on temperature for compression heating is higher than the cut -on temperature for supplementary ❑ A heating, and the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. (110.2(b)2) Verify that supplementary heater operation is prevented when the heating load can be met by the heat pump alone (§110.2(b)1), UNLESS the thermostatic controls provide preferential rate control, intelligent recovery, ❑ B staging, ramping or another control mechanism designed to preclude the unnecessary operation of supplementary heating; supplementary heater operation is limited the following conditions: • Defrost • Transient Periods (i.e., start-ups or following thermostat setpoint advance) (Exception to §110.2(b)1) 4. 1 Demand Response Controls & Demand Responsive Zonal HVAC Controls (check all of the following) a. Verify that the demand responsive controls are capable of communicating using one or more of the following for communications that occur within the building: Wi-Fi, ZigBee, BACnet, Ethernet, or hard -wiring. (§110.12(a)2) b Verify that when the demand responsive control communications are disabled or unavailable, all demand responsive controls continue to perform all other control functions provided by the control. (§110.12(a)4) Verify that the demand response control system has been certified to the Energy Commission as meeting all of the ❑✓ c. requirements in Joint Appendix 5 (Occupant Controlled Smart Thermostat). (§110.12(a)5) https://ww2.energy.ca.gov/title24/equipment cert/ocst/index.html d Verify that the controls are programmed to provide an adjustable rate of change for the temperature setup increase, decrease, and reset. (§110.12(b)4) e. Verify that the controls have the following features: (check all of the following) (§110.12(b)5) ❑ i. Disabled. Disabled by authorized facility operators; (§110.12(a)5A) ii. Manual control. Manual control by authorized facility operators to allow adjustment of heating and cooling set points globally from a single point in the EMCS. (§110.12(a)5B) Automatic Demand Shed Control. Upon receipt of a demand response signal, the space conditioning systems conduct a ❑ iii. centralized demand shed for non -critical zones during the demand response period. (§110.12(b)1, §110.12(b)2, and §110.12(a)5C) 5. OCCUPANCY AND PRE -OCCUPANCY PROGRAMMING (check all of the following) 0 a. Occupied, unoccupied, and holiday schedules have been programmed per the schedule provided. (NA7.5.2.1(c)) b Pre -occupancy purge has been programmed for the 1-hour period immediately before the building is normally occupied to provide ventilation by (check one of the following). (NA7.5.2.1(d), §120.1(c1 2) C) i The minimum CFM specified by design for the heating or cooling unit; reference NRCC-MCH-E, Section J. (§120.1(d)21 0 ii Three complete air changes to the zone served by the heating or cooling unit as specified by design; reference NRCC-MCH-E, Section J (§120.2(d)2) 6. If an economizer is installed that is certified to the Energy Commission (check all of the following): (NA7.5.4.1) 0 a. Verify that the economizer has been certified to the Energy Commission at the Energy Commission website: (NA7.5.4.1(a)-(e),(h),&(I), §140.4(e)2) http://www.energy.ca.gov/title24/equipment cert/ae/index.html ❑✓ b. Economizer damper moves freely without binding. (NA7.5.4.1(f)) Unitary systems with an economizer have control systems, including two -stage or electronic thermostats, that cycle compressors off when economizers can provide partial cooling (NA7.5.4.1(g)) ❑✓ d System has return fan speed control, relief dampers, or dedicated relief fans to prevent building over pressurization in full economizer mode. (NA7.5.4.1(i)) ❑✓ e. I For systems with DDC controls, sensor used for economizer lockout has been factory or field calibrated. (NA7.5.4.1(i)) CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A Revised 01/20 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 3 of 4) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address. 79900 Highway 111 City. La Quinta Zip Code. 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental A. Construction Inspection Building: Floor: Room/Area/Zone: Control/System Prior to Functional Testing, verify and document all of the following ❑ I f. I For systems with non-DDC controls, manufacturer's startup and testing procedures have been applied. (NA7.5.4.1(k)) Construction Inspection Compliance Results: (�) Complies 0 Does NOT Comply B. Functional Testing Building: Floor: Room/Area: Control/System: Step 1: Disable economizer control and demand -controlled ventilation (if applicable) to prevent unexpected interactions. (NA7.5.2.2 Step 11 Occupied Mode Step 2: Heating load during occupied condition (NA7.5.2.2 Step 2) Step 3: No-load during occupied condition (NA7.5.2.2 Step 31 Step 4: Cooling load during occupied condition (NA7.5.2.2 Step 41 Unoccupied Mode Step 5: No-load during unoccupied condition (NA7.5.2.2 Step 5) Step 6: Heating load during unoccupied condition (NA7.5.2.2 Step 6) Step 7: Cooling load during unoccupied condition (NA7.5.2.2 Step 7) Step 8: Manual override (NA7.5.2.2 Step 8) As each test applies, enter in the box either Pass (P), Fail (F), or Does Not Apply (X) 8 7 6 5 4 3 2 a. Supply fan operates continuously (NA7.5.2.2 Step 2(a), Step 3(e), Step 4(h)) P P P P b. Supply fan turns off (NA7.5.2.2 Step 5(I)) P C. Supply fan cycles on and off (NA7.5.2.2 Step 6(o), Step 7(s)) P P d. System operates in "occupied" mode (NA7.5.2.2 Step 8(w)) P e System reverts back to "unoccupied" mode when manual override time period expires (NA7.5.2.2 Step 8(x)) P f. The unit provides heating (NA7.5.2.2 Step 2(b), Step 6( P P g. No heating is provided by the unit (NA7.5.2.2 Step 3(f), Step 4(Il, Step 5(n), Step 7(u)) P P P P h. No cooling is provided by the unit (NA7.5.2.2 Step 2(c), Step 3(f), Step 5(n), Step 6(g)) P P P P i. Cooling is provided by the unit (NA7.5.2.2 Step 4(i), Step 7(t)) P P j. Outside air damper is at minimum position(NA7.5.2.2 Step 2(d), Step 3(g), Step 4(k)) P P P k. Outside air damper closes completely (NA7.5.2.2 Step 5(m)) P I. Outside air damper is either closed or at minimum position (NA7.5.2.2 Step 6(r), Step 7(v)) P P Step 9: Functional Testing Results (NA7.5.2.2 Step 9) Enter: P/F/X P P P P P P P Step 10: System returned to initial operating conditions after all tests have been completed. Functional Test Compliance Results: T Complies ® Does NOT Comply CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA CONSTANT VOLUME, SINGLE ZONE, UNITARY (PACKAGED AND SPLIT) AIR CONDITIONER AND HEAT PUMP SYSTEMS CEC-NRCA-MCH-03-A Revised 01/20 CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-03-A Constant Volume, Single Zone, Unitary (Packaged and Split) Air Conditioner and Heat Pump Systems (Page 4 of 4) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name: Ray Kashou Documentation Author Signature: Documentation Author Company Name: Kashou Climate Control II Date Signed: 1 2/26/23 Address: 1240 Ontario Ave ATT Certification Identification (If applicable): City/State/Zip: Corona Ca 92881 Phone:951-270-2600 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. 1 am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name: Ray Kashou Field Technician Signature: Field Technician Company Name: Kashou Climate Control Inc. Position with Company (Title): CEO Address: 1240 Ontario Ave ATT Certification Identification (if applicable): City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed: 1 2/26/23 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. 1 will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name: Ray Kashou Responsible Acceptance Person Signature: Responsible Acceptance Person Company Name: Position with Company (Title): CEO Kashou Climate Control Inc. Address: 1240 Ontario Ave CSLB License: 813791 City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed: 12/26/23 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-NRCA-MCH-02-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-02-A Outdoor Air Acceptance (Page 1 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address:79900 Highway 111 city. La Quinta Zip Code:92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental Compliance Results: Enforcement Agency Use:Initial/Date 0 Complies ® Does NOT Comply Verify measured outside airflow sensor reading is within 10% of the total required outside airflow. Required for all newly installed HVAC units. Reference NRCC-MCH-E. Intent: Submit one Certificate of Acceptance for each system that must demonstrate compliance. NRCA-MCH-02-A can be performed in conjunction with NRCA-MCH-07-A Supply Fan VFD Acceptance (if applicable) since testing activities overlap. A. Construction Inspection Building: Floor: Room/Area/Zone: Control/System: Prior to Functional Testing, verify and document all of the following 1. Required Documentation (all must be checked). 0 a. I NRCC-MCH-E as approved by the authority having jurisdiction. (§10-103(a)2A) 2. System type —Select either Constant Air Volume (CAV) or Variable Air Volume (VAV) below: Q a. VAV only: i. Outside airflow is either factory calibrated or field calibrated (check one of the following). Q A factory calibrated. (NA 7.5.1.1.1 (a)) ® B field calibrated. (NA 7.5.1.1.1(b)) ii. Damper Control (check all of the following): ❑ A Dynamic damper control is being used to control outside air. (NA 7.5.1.1.1 (c)) ❑ B Dynamic damper is NOT a fixed minimum damper. (NA 7.5.1.1.1, §120.1(f)2) iii. Identify the dynamic control being utilized to control outside air. (NA 7.5.1.1.1 (d)) ❑ Describe control: Q b. CAV only (check all of the following): ❑ i. System is designed to provide a fixed minimum outside air when the unit is on. (NA 7.5.1.2.1 (a)) ❑ ii. Minimum position is marked on the outside air damper. (NA 7.5.1.2.1 (d)) ❑ iii. I The system has means of maintaining the minimum outdoor air damper position. (NA 7.5.1.2.1 (e)) 3. Method of delivering outside air to the heating or cooling unit (select one of the following): (NA 7.5.1.1.1 (e), NA 7.5.1.2.1 (b)) a' Return Plenum Ducted: Confirm that outside air is ducted to within 5 or 15 ft. (with direction and velocity requirement) of the heating or cooling unit as specified by NRCC-MCH-E, Section H. (§120.1(e)1 &2) ® b' Direct Unit Ducted. Return air plenum is NOT used to distribute outside air to the heating or cooling unit. (i.e. outside air is ducted directly to the unit, outside air is provided independent of the unit, or economizer). 4. Pre -occupancy Purge a' Verify that the pre -occupancy purge has been programmed for the 1-hour period immediately before the building is normally occupied to provide ventilation as indicated on NRCC-MCH-E. (VAV - NA 7.5.1.1.1 (f) , CAV - NA 7.5.1.2.1 (c), §120.1(d)21 Construction Inspection Compliance Results: Q Complies ® Does NOT Comply CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-NRCA-MCH-02-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-02-A Outdoor Air Acceptance (Page 2 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address:79900 Highway 111 city. La Quinta Zip Code:92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental B. Functional Testing Building: Floor: Room/Area/Zone: Control/System: Steps: CAV VAV 1 Disable demand control ventilation (if applicable) ❑ Check if NA ❑✓ ❑ Verify unit is not in economizer mode during test 2 (economizer disabled) ❑ Check if NA ❑✓ ❑ (VAV - NA 7.5.1.1.2 Step 1, CAV — NA 7.5.1.2.2 Step 1) 3 CAV and VAV testing at full supply airflow a. Adjust supply air to achieve design airflow or maximum airflow at full cooling. ❑ (NA 7.5.1.1.2 Step 2) Measured outdoor airflow reading (cfm) b' (VAV - NA 7.5.1.1.2 Step 2a, CAV — NA 7.5.1.2.2 Step 2a) 420 cfm cfm C. Required outdoor airflow (cfm) 415 (refer to NRCC-MCH-E, Section J). cfm cfm Time for outside air damper to stabilize after full supply airflow is achieved (minutes): d (NA 7.5.1.1.2 Step 2b) min 4 VAV testing at reduced supply airflow a. Adjust supply airflow to either the sum of the minimum zone airflows, full heating, or ❑ 30% of the total design airflow. (NA 7.5.1.1.2 Step 3) b. Measured outdoor airflow reading (cfm). [NA 7.5.1.1.2 Step 3a] cfm Required outdoor airflow (cfm) C. (refer to NRCC-MCH-E, Section 1). cfm Time for outside air damper to stabilize after reduced supply airflow is achieved d. (minutes): (NA 7.5.1.1.2 Step 3b) min 5 Return to initial conditions (NA 7.5.1.1.2 Step 4) ❑✓ ❑ 6 Calculations Determine Percent Outside Air at full supply airflow (%OAFA) for Step 3. (§120.1(f L11 %OAFA = Measured outdoor airflow reading /Required outdoor airflow. 10 ° /o ° /o a' 100 x (Step3b/Step3c) b. %OAFA is within 10% of design Outside Air. (90% <_ %OAFA <_ 110%) P / F P / F C. Outside air damper position stabilizes within 5 minutes. (Step 3d < 5 minutes) O P / F VAV only: Determine Percent Outside Air at reduced supply airflow (%OARA) for Step 4. (§120.1(fl21 %OARA = Measured outdoor airflow reading /Required outdoor airflow reading. a 100 x (Step4b/Step4c) % b. %OARA is within 10% of design Outside Air. (90% <_ %OARA <_ 110%) ® P / F C. Outside air damper position stabilizes within 5 minutes. (Step 4d < 5 minutes) O P / F Functional Testing Compliance Results: Complies () Does NOT Comply CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA OUTDOOR AIR ACCEPTANCE CEC-NRCA-MCH-02-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-02-A Outdoor Air Acceptance (Page 3 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address:79900 Highway 111 City La Quinta Zip Code:92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name: Ray Kashou Documentation Author Signature: Documentation Author Company Name: Kashou Climate Control Inc. Date Signed:12/26/23 Address: 1240 Ontario Ave ATT Certification Identification (If applicable): City/State/zip: Corona Ca 92881 Phone:951-270-2600 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. 1 am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NAT 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name: Ray Kashou Field Technician Signature: Field Technician Company Name: Kashou Climate Control Inc. Position with Company (Title): CEO Address: 1 240 Ontario Ave ATT Certification Identification (if applicable): City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed:12/26/23 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NAT 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. 1 will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name: Ray Kashou Responsible Acceptance Person Signature: Responsible Acceptance Person Company Name: Kashou Climate Control IncPosition with Company (Title): CEO Address: 1240 Ontario Ave CSLB License. 813791 City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed: 1 2/26/23 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE CEC-NRCA-MCH-05-A (Revised: 01120) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-05-A Air Economizer Controls Acceptance (Page 1 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 7990 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental Compliance Results: Enforcement Agency Use: Checked by/Date Complies ® Does NOT Comply Construction inspection and functional testing for an air economizer to verify that the HVAC system can use outdoor air to satisfy Intent: space -cooling loads. Intended for air economizers that are NOT already certified to the Energy Commission. Submit one Certificate of Acceptance for each system that must demonstrate compliance. (NA7.5.4, §140.4(e)) A. Construction Inspection Building: Floor: Room/Area/Zone: Control/System: Prior to Functional Testing, verify and document all of the following 1. Required documentation must be available for review (check all of the following). 0 a. All documentation shipped with the economizer including manuals and performance curves. 2' Verify the economizer is set to the Required High Limit setting according to the economizer Device Type and Climate Zone where installed (check one compliance path and all applicable NOTES). (Table 140.4-E, NA7.5.4.1(a), §140.4(e)2C) Required High Limit Setting (Economizer off when :) Equation Description Device Type Climate Zone ❑ 1, 3, 5, 11-16 ToA > 75°F Outdoor air temperature exceeds 75°F. ❑ 2, 4, 10 ToA > 73°F Outdoor air temperature exceeds 73°F. LL a ❑✓ Fixed Dry Bulb ❑ 6, 8, 9 ToA 71°F Outdoor 71°F. o > air temperature exceeds a v ❑ 7 ToA > 69°F Outdoor air temperature exceeds 69°F. F ❑ 1, 3, 5, 11-16 ToA > TRA Outdoor air temperature exceeds return air temperature. El 2, 4, 10 TaA > TRA - 2° F Outdoor air temperature exceeds return air L1 £ ❑ Differential Dry Bulb temperature minus 2°F. El 6, 8, 9 ToA > TRA 4°F Outdoor air temperature exceeds return air °-D temperature minus 4°F. `— a❑ 7 ToA > TRA - 6° F Outdoor air temperature exceeds return air y temperature minus 6°F. °C Fixed Enthalpy and All hOA > 28 Btu/Ib or Outdoor air enthalpy exceeds 28 Btu/Ib of dry air or Fixed Dry-bulb TaA > 75°F Outdoor air temperature exceeds 75°F. L aOthers such as Dew Point, Fixed Enthalpy, May not be used in any Climate Zone in California unless approval for use a, ❑ Electronic Enthalpy, and Differential Enthalpy is provided by the Energy Commission Executive Director. u c Controls APPROVAL MUST BE ATTACHED. _m Q E ❑ NOTE: Devices with selectable (rather than adjustable) setpoints must be set to within 2°F and 2 Btu/Ib of the setpoint listed. 0 NOTE for Fixed Enthalpy At altitudes substantially different than sea level, the Fixed Enthalpy limit value must be set to the ❑ and Fixed Dry-bulb devices enthalpy value at 75°F and 50% relative humidity. As an example, at approximately 6,000 foot elevation, the fixed enthalpy limit is approximately 30.7 Btu/Ib. 3. Economizer reliability features are present as specified in the Energy Code (check all of the following): (NA 7.5.4.1(h), §140.4(e)2D) 0 a. 5-year manufacturer warranty of economizer assembly (§140.4(e)21Di) The economizer assembly (including but not limited to outdoor air damper, return air damper, drive linkage, and actuator) 0 b. have been tested and are able to open and close against the rated airflow and pressure of the system for 60,000 damper opening and closing cycles. (§140.4(e)2Dii) C. The outdoor air and return air dampers have a maximum leakage rate of 10 cfm/sf at 250 Pascals (1.0 inch of water) when tested in compliance with AMCA Standard 500-D. (§140.4(e)2Diii) d. If the high -limit control is fixed dry-bulb or fixed enthalpy +fixed dry-bulb, then it must have an adjustable setpoint. (NA7.5.4.1(b), §140.4(e)2Div) CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE CEC-NRCA-MCH-05-A (Revised: 01120) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-05-A Air Economizer Controls Acceptance (Page 2 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 7990 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental A. Construction Inspection Building: Floor: Room/Area/Zone: Control/System: e. Outdoor air, return air, mixed air, and supply air sensors must be calibrated as follows (check all of the following): (140.4(e)2Dv) ❑ i. Dry-bulb and wet -bulb temperatures accurate to ±2°F over the range of 407 to 807 ❑ ii. Enthalpy accurate to ±3 Btu/Ib over the range of 20 Btu/Ib to 36 Btu/Ib ❑ iii. I Relative humidity (RH) accurate to ±5% over the range of 20%to 80% RH f Sensor performance curve(s) is provided with the economizer instruction materials that plotted data used for economizer control as well as plotted sensor output value measurements during calibration. (NA7.5.4.1(d) & (e), §140.4(e)2Dvi) Wl g Sensors used for high limit control shall be located to prevent false readings, including but not limited to being properly shielded from direct sunlight. (NA7.5.4.1(c), §140.4(e)2Dvii) 4. Economizer additional features (check all of the following): 0 a. Economizer damper moves freely without binding. (NA7.5.4.1(fl) 0 b Unitary systems with an economizer have control systems, including two -stage or electronic thermostats, that cycle compressors off when economizers can provide partial cooling (NA7.5.4.1(g)) 0 C. System has return fan speed control, relief dampers, or dedicated relief fans to prevent building over pressurization in full economizer mode. (NA7.5.4.1(il) (Check one of the following): d. For systems with DDC controls, sensor used for economizer lockout has been factory or field calibrated. (NA7.5.4.1(i)) • e. I For systems with non-DDC controls, manufacturer's startup and testing procedures have been applied. (NA7.5.4.1(k)) Construction Inspection Compliance Results: G Complies ® Does NOT Comply B. Functional Testing Building: Floor: Room/Area/Zone: Control/System: Step 1: Disable demand control ventilation systems (if applicable) (NA7.5.4.2 Step 1) Step 2: Enable the economizer and simulate a cooling demand large enough to drive the economizer fully open (record all of the following): (NA7.5.4.2 Step 21 a. Economizer damper modulates 100% open and that the return air damper modulates 100% closed. (NA7.5.4.2 Step 2a) • P /F O b. All applicable fans and dampers operate as intended to maintain building pressure. (NA7.5.4.2 Step 2b) P / F C. The unit heating is disabled (if applicable). (NA7.5.4.2 Step 2c) P / F Step 3: Disable the economizer and simulate a cooling demand (record all of the following): (NA7.5.4.2 Step 31 a. Economizer damper closes to its minimum position. (NA7.5.4.2 Step 3d) (F) P / F C) b• All applicable fans and dampers operate as intended to maintain building pressure. (NA7.5.4.2 Step 3e) P / F O C. The unit heating is disabled (if unit has heating capability). (NA7.5.4.2 Step 3f) P / F Q Step 4: If unit has heating capability, simulate a heating demand and set economizer so that it is capable of operating (i.e., actual outdoor air conditions are below lockout setpoint). (record all of the following): (NA7.5.4.2 Step 41 a. Economizer is at minimum position. (NA7.5.4.2 Step 4gl (F)P©F ()NA b. Return air damper opens. (NA7.5.4.2 Step 4h) (j)P©F ©N Step 5: Turn off the unit. (NA7.5.4.2 Step 51 Record if the Economizer damper closes completely. (NA7.5.4.2 Step 5i) (F) P / F Step 6: Restore demand control ventilation systems (if applicable) and remove all system overrides initiated. (NA7.5.4.2 Step 6) Functional Test Compliance Results: 1�) Complies 0 Does NOT Comply CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA AIR ECONOMIZER CONTROLS ACCEPTANCE CEC-NRCA-MCH-05-A (Revised: 01120) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-05-A Air Economizer Controls Acceptance (Page 3 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 7990 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name: Ray KaShou Documentation Author Signature: Documentation Author Company Name: KaShou Climate Control Inc. Date signed: 12/26/23 Address:1240 Ontario Ave ATT Certification Identification (If applicable): City/State/Zip: Corona Ca 92881 Phone 951-270-2600 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. 1 am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name: Ray KaShou Field Technician Signature: Field Technician Company Name: KaShou Climate Control Inc. Position with Company (Title): CEO Address:1240 Ontario Ave ATT Certification Identification (if applicable): City/State/Zip: Corona Ca 92881 Phone. 951-270-2600 Date Signed:12/26/23 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. 1 will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name: Ray KaShou Responsible Acceptance Person Signature: Responsible Acceptance Person Company Name: KaShou Climate Control Inc Position with Company (Title): CEO Address:1240 Ontario Ave CSLB License:813791 City/State/Zip Corona Ca 92881 Phone: 951-270-2600 Date Signed:12/26/23 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE la CEC-NRCA-MCH-11-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-11-A Automatic Demand Shed Control Acceptance (Page 1 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental Compliance Results: Enforcement Agency Use: Checked by/Date () Complies O Does NOT Comply Ensure that the central demand shed sequences have been properly programmed into the DDC system. Intent: (§110.12 a , §110.12(b), NA7.5.10) Submit one Certificate of Acceptance for each zonal HVAC control system that must demonstrate compliance. A. Construction Inspection Building: Floor: Room/Area/Zone: Control/System: 1. Required Documentation (check all of the following): Designs specific to the Energy Management Control System (EMCS) and demand response control system (if separate) as approved by the authority having jurisdiction. 0 b. NRCC-MCH-E as approved by the authority having jurisdiction. A printed copy of the OpenADR 2.Oa or OpenADR 2.Ob Virtual End Node (VEN) certificate for the demand response control system (§110.12(a)1A); OR A certificate from the manufacturer stating that the demand response control system is capable of responding to a demand ❑� c. response signal from a certified OpenADR 2.Ob Virtual End Node by automatically implementing the control functions requested by the Virtual End Node for the equipment it controls. (§110.12(a)1B) Note: Demand responsive controls may incorporate and use protocols in addition to (not instead of) the protocols listed above. (§110.12(a)3) 2. Prior to functional testing, verify and document all of the following: ❑� a. Verify that the EMCS interface can enable activation of the central demand shed controls. (NA7.5.10(a)) b Verify that the demand responsive controls are capable of communicating using one or more of the following for communications that occur within the building: Wi-Fi, ZigBee, BACnet, Ethernet, or hard -wiring. (§110.12(a)2) 0 C. Verify that when the demand responsive control communications are disabled or unavailable, all demand responsive controls shall continue to perform all other control functions provided by the control. (§110.12(a)4) Verify that the demand response control system has been certified to the Energy Commission as meeting all of the 0 d. requirements in Joint Appendix 5 (Occupant Controlled Smart Thermostat). (§110.12(a)5) https://ww2.energy.ca.gov/title24/equipment cert/ocst/index.html e. Verify that the controls are programmed to provide an adjustable rate of change for the temperature setup increase, decrease, and reset. (§110.12(b)4) f. Verify that the controls have the following features: (§110.12(b)5) ❑� i. Disabled. Disabled by authorized facility operators; and (§110.12(a)5A) ❑� ii. Manual control. Manual control by authorized facility operators to allow adjustment of heating and cooling set points globally from a single point in the EMCS. (§110.12(a)5B) Construction Inspection Compliance Results: ® Complies ® Does NOT Comply CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE la CEC-NRCA-MCH-11-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-11-A Automatic Demand Shed Control Acceptance (Page 2 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental B. Functional Testing Building: Floor: Room/Area/Zone: Control/System: Steps: Results 1 Engage the global demand shed system with the HVAC system in cooling mode. Verify and document the following: (NA7.5.10.2(Step 1), §110.12(b)5C) a That the cooling setpoint in non -critical spaces increases by the proper amount (4 degrees or more). P/F (NA7.5.10.2(Step 1a), §110.12(b)1) b. That the cooling setpoint in critical spaces do not change. (NA7.5.10.2(Step 1b), §110.12(b)1) O P/F 2 Engage the global demand shed system with the HVAC system in heating mode. Verify and document the following: (§110.12(b)5C) a That the heating setpoint in non -critical spaces decreases by the proper amount (4 degrees or more). P/F (§110.12(b)2) b. That the heating setpoint in critical spaces do not change. (§110.12(b)2) P/F 3 Disengage the global demand shed system. Verify and document the following: (NA7.5.10.2(Step 2), §110.12(lo 5C) a. That the cooling setpoint in non -critical spaces return to their original values. P F O O (NA7.5.10.2(Step 2c), §110.12(b)3) b, That the cooling setpoint in critical spaces do not change. (NA7.5.10.2(Step 2d), §110.12(b)3) Q P/F O 4 Return the system to normal operating conditions. (NA7.5.10.2(Step 3)) Functional Testing Compliance Results: (i) Complies ® Does NOT Comply CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA AUTOMATIC DEMAND SHED CONTROL ACCEPTANCE la CEC-NRCA-MCH-11-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-11-A Automatic Demand Shed Control Acceptance (Page 3 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name: Ray Kashou Documentation Author Signature: Documentation Author Company Name: Kashou Climate Control If Date Signed:12/26/2023 Address: 1240 Ontario Ave ATT Certification Identification (If applicable): City/State/Zip: Corona Ca 92881 Phone:951-270-2600 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. 1 am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name: Ray Kashou Field Technician Signature: Field Technician Company Name: Kashou Climate Control Inc. Position with Company (Title): CEO Address: 1240 Ontario Ave ATT Certification Identification (if applicable): City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed:12/26/2023 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. 1 will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name: Ray Kashou Responsible Acceptance Person Signature: Responsible Acceptance Person Company Name: Position with Company (Title): CEO Kashou Climate Control Inc. Address: 1240 Ontario Ave CSLB License: 813791 City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed:12/26/2023 CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA FAULT DETECTION AND DIAGNOSTICS FOR PACKAGED DIRECT EXPANSION UNITS CEC-NRCA-MCH-12-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-12-A Fault Detection and Diagnostics (FDD) for Packaged Direct Expansion Units (Page 1 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental Compliance Results: Enforcement Agency Use: Checked by/Date Complies ® Does NOT Comply Intent: Submit one Certificate of Acceptance for each system that must demonstrate compliance. (NA7.5.11, 120.2 i ) This acceptance test is recommended to be performed simultaneity with NRCA-MCH-02-A (Outside Air) and NRCA-MCH-05-A (Air Economizer Controls). A. Construction Inspection Building: Floor: Room/Area/Zone: Control/System: 1 Required Documentation (check all of the following): ❑✓ a. NRCC-MCH-E, designs, specification sheets, and schedules as approved by the authority having jurisdiction. (10-103(a)2A) ❑ b. NRCA-MCH-02-A (Outside Air) and NRCA-MCH-05-A (Air Economizer controls); recommended to be completed simultaneously. 2 Prior to functional testing (check all of the following): ❑� a. Verify that the Fault Detection and Diagnostics (FDD) hardware is installed on the unit. (NA7.5.11.1(a)) ❑� b. Verify the FDD system matches the make and model reported on the design drawings. (NA7.5.11.1(b)) 3 IF the manufacturer HAS certified the FDD to the Energy Commission (check the following): (120.2 i 8) ❑� a. Verify that the FDD is currently listed with the Energy Commission approved list: (NA7.5.11.1(c), (d), and (e), 120.2 i 8, JA6.3) http://www.energy.ca.gov/title24/equipment cert/fdd/index.html 4 IF the manufacturer HAS NOT certified the FDD to the Energy Commission, reference the Required Documentation 1a. and 1b (check all the following): (Exception to §120.2(i)8) El a' Verify that the following temperature sensors are permanently installed: outside air, supply air, and when required for differential economizer operation, a return air sensor. (NA7.5.12.1(a), §120.2(i)1) ❑✓ b. Verify that the temperature sensors have an accuracy of ±2°F over the range of 40oF to 80°F. (NA7.5.12.1(a), §120.2(i)21 ❑✓ c. Verify that the controller has the capability of displaying the value of each sensor. (§120.2 i 3) Verify that the controller provides a system status by indicating the following conditions: (120.2 i 4) • Free cooling available; d' • Economizer enabled; Compressor enabled; • Heating enabled, if the system is capable of heating; and • Mixed air low limit cycle active. e. Verify that the unit controller allows manual initiation of each operating mode so that the operation of cooling systems, economizers, fans, and heating systems can be independently tested and verified. (§120.2 i 5) Verify that the faults are reported in one of the following ways: (§120.2 i 6) • Reported to an Energy Management Control System regularly monitored by facility personnel. • Annunciated locally on one or more zone thermostats, or a device within five (5) feet of zone thermostat(s), clearly visible, at eye level, and meeting the following requirements: f o On the thermostat, device, or an adjacent written sign, display instructions to contact appropriate o building personnel or an HVAC technician; and o In buildings with multiple tenants, the annunciation shall either be within property management offices or in a common space accessible by the property or building manager. • Reported to a fault management application which automatically provides notification of the fault to remote HVAC service provider. Construction Inspection Compliance Results: Q Complies © Does NOT Comply CA Building Energy Efficiency Standards — 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA FAULT DETECTION AND DIAGNOSTICS FOR PACKAGED DIRECT EXPANSION UNITS CEC-NRCA-MCH-12-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-12-A Fault Detection and Diagnostics (FDD) for Packaged Direct Expansion Units (Page 2 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental B. Functional Testing Steps: For each HVAC unit to be tested, complete the following: (NA7.5.11.2) Results 1 Air Temperature Sensor failure/fault: (NA7.5.11.2.1, §120.2(i)7A) a. Verify the FDD system indicates normal operation. (NA7.5.11.2.1 Step 1) q) P/F b Disconnect outside air temperature sensor from unit controller. Verify that the FDD system reports a fault. (j) P/F (NA7.5.11.2.1 Step 2a) C. Connect outside air temperature sensor to unit controller. Verify that the FDD system indicates normal operation. P /F (NA7.5.11.2.1 Step 3b) 2 Excess Outside Air Sensor failure/fault: Coordinate this test with NRCA-MCH-02-A (Outdoor Air) (NA7.5.11.2.2, §120.2(i)7B) a. IF NRCA-MCH-02-A indicates "pass" THEN verify that the FDD system indicates normal operation. O P/F (NA7.5.11.2.2 Step 1a) 3 Economizer Operation Sensor failure/fault: Coordinate this test with NRCA-MCH-05-A (Air Economizer Controls) (NA7.5.11.2.3, §120.2(i)7C) Simulate failure by immobilizing the outdoor air economizer damper according to the manufacturer's instructions. a. CAUTION: physically preventing the economizer from operating can cause damage to the equipment as well as Q P/F severe personal injury. Verify that the FDD system reports a fault. (NA7.5.11.2.3 Step 1a) b Successfully complete and pass NRCA-MCH-05-A and verify that the FDD system report normal operation. Q P/F 0 (NA7.5.11.2.2 Step 2b) Functional Testing Compliance Results: (F Complies ® Does NOT Comply CA Building Energy Efficiency Standards — 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA FAULT DETECTION AND DIAGNOSTICS FOR PACKAGED DIRECT EXPANSION UNITS CEC-NRCA-MCH-12-A (Revised 01/20) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-12-A Fault Detection and Diagnostics (FDD) for Packaged Direct Expansion Units (Page 3 of 3) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name: Ray Kashou Documentation Author Signature: Documentation Author Company Name: Kashou Climate Control In Date Signed: 12/26/2023 Address: 1240 Ontario Ave ATT Certification Identification (If applicable): City/State/Zip: Corona Ca 92881 Phone:951-270-2600 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. 1 am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name: Ray Kashou Field Technician Signature: Field Technician Company Name: Kashou Climate Control Inc. Position with Company (Title): CEO Address: 1240 Ontario Ave ATT Certification Identification (if applicable): City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed:12/26/2023 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. 1 will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name: Ray Kashou Responsible Acceptance Person Signature: Responsible Acceptance Person Company Name: Kasnou unmaie uontrol Inc. Position with Company (Title): CEO Address: 1240 Ontario Ave CSLB License: 813791 City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed:12/26/2023 CA Building Energy Efficiency Standards — 2019 Nonresidential Compliance January 2020 STATE OF CALIFORNIA ENERGY MANAGEMENT CONTROL SYSTEM ACCEPTANCE CEC-NRCA-MCH-18-A (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-18-A Energy Management Control System Acceptance (Page 1 of 2) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental Note: Submit one Certificate of Acceptance for each system that must Enforcement Agency Use: Checked by/Date: demonstrate compliance. The purpose of this acceptance test is to help ensure the central control system, when installed, is properly installed and configured and capable of meeting the applicable requirements of Title 24 Part 6. The EMCS is a complex, highly customized control system with Intent: man opportunities or installation and programming problems. Obvious) it is important to identify, diagnose, and resolve these Y pp f p 9 9 p Y p fY 9 problems. This acceptance test can help assist with this effort. A. Construction Inspection Prior to functional testing and conducting other acceptance tests that rely on the EMCS: ❑✓ Factory start-up and check-out completed ❑✓ Point-to-point verification completed ❑✓ 1/0 point lists available ❑✓ Sequence of operations of each system are programmed ❑✓ Written sequences are available ❑✓ Input sensors are calibrated B. Functional Testing Results Conduct the following verification checks to validate the functionality of the EMCS: 1. Verify the control graphics represent the system configuration Yes Q No Q 2. Verify control points are properly mapped to the graphics screen Yes 0. No 3. Raise and lower a sampling of space temperature setpoints in the software and verify the system responds appropriately Yes 0 No 4. Verify the time -of -day start-up and shut -down function initiates a proper system response Yes 0 No 5. Verify trending capabilities by establishing trend logs for a sampling of control points Yes 0 No 6. Verify alarm conditions are monitored Yes 0 No 7. Verify the EMCS panel is installed on an emergency power circuit or has adequate battery back-up, if applicable Yes G No C. Testing Results PASS / FAIL Test passes if all Construction Inspection boxes are checked and all Functional Testing results are'Y' O 0 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance January 2016 STATE OF CALIFORNIA ENERGY MANAGEMENT CONTROL SYSTEM ACCEPTANCE CEC-NRCA-MCH-18-A (Revised 01/16) CALIFORNIA ENERGY COMMISSION CERTIFICATE OF ACCEPTANCE NRCA-MCH-18-A Energy Management Control System Acceptance (Page 2 of 2) Project Name: Home Depot Enforcement Agency: Permit Number: Project Address: 79900 Highway 111 City: La Quinta Zip Code: 92253 System Name or Identification/Tag: RTU-TRC System Location or Area Served: Tool Rental DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Acceptance documentation is accurate and complete. Documentation Author Name: Ray Kashou Documentation Author Signature: Documentation Author Company Name: Kashou Climate Control Inc. Date Signed: 12/26/2023 Address: 1240 Ontario Ave ATT Certification Identification (If applicable): City/State/Zip: Corona Ca 92881 Phone:951-270-2600 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. 1 am the person who performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies with the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and signed by the responsible builder/installer and has been posted or made available with the building permit(s) issued for the building. Field Technician Name: Ray Kashou Field Technician Signature: Field Technician Company Name: Kashou Climate Control Inc. Position with Company (Title): CEO Address: 1240 Ontario Ave ATT Certification Identification (if applicable): City/State/Zip: Corona Ca 92881 Phone:951-270-2600 Date Signed:12/26/2023 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. 1 am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies with the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. 1 have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available with the building permit(s) issued for the building. 5. 1 will ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available with the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included with the documentation the builder provides to the building owner at occupancy. Responsible Acceptance Person Name: Ray Kashou Responsible Acceptance Person Signature: Responsible Acceptance Person Company Name: Kashou Climate Control Inc. Position with Company (Title): CEO Address: 1240 Ontario Ave CSLB License:813791 City/State/Zip: Corona Ca 92881 Phone: 951-270-2600 Date Signed:12/26/2023 CA Building Energy Efficiency Standards - 2013 Nonresidential Compliance January 2016 POST -INSTALLED ANCHORS REPORT Report Number: CB22P095B.0002 Service Date: 08/17/23 Report Date: 08/21/23 Task: Structure Client WD Partners Attn: Ken Panosh 19100 Von Karmon Ave., Suite 600 Irvine, CA 92612 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for adhesive anchor observation of the adhesive anchors being installed by One Point Rngineering Contractor. Results of observation(s) performed today were reported to James McCormick with Graves Construction. The Terracon representative arrived at the site at 1000 and departed at 1130. The construction documents referenced for this observation include: Structural plans dated5/16/2023 . Permit No: BCOM.2022-0058. Anchor System Information The following adhesive types were used during today's observation: Adhesive No. ICC Report Adhesive Lot No. Exp. Date Time Until Referenced Full Cure 1 ESR-2058 Simpson Set-XP-N 1000346809 04/11/25 24 hr(s) Detail 11 on S2.0 Anchor Installation Anchor installation was observed utilizing the adhesive(s), noted above, as follows: Adhesive Time Anchor Size Length & Spacing & No. Installed Locations Quantity & Type Embedment Edge Distance Status* (in.) (in.) 1 1045 (1) Footings at grid line F/1 9 #8 Rebar 16" & 8" 6 & 4 Complies and C.9/1 * See below for more information Holes were cleaned prior to installation by: compressed air, brush. Ambient Temperature during observation was 1020 F. Compliance Based on our observations and testing, the post -installed anchors referenced above appear to be in general accordance with the project documents. Services: Observe the installation of epoxied dowels into existing concrete. Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: One Point Rngineering Contractor Report Distribution: (1) WD Partners, Ken Panosh (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By: Mike Melnma Hemel 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 CONCRETE OBSERVATION REPORT Report Number: CB22P095B.0003 Service Date: 08/18/23 Report Date: 08/25/23 Task: Structure Client WD Partners Attn: Ken Panosh 19100 Von Karmon Ave., Suite 600 Irvine, CA 92612 General Information ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B James McCormick with Graves Construction requested Terracon be on site for concrete observation and sampling of the following elements: continuous footing. These elements are being constructed by One Point Rngineering Contractor. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0900 and departed at 1300. The construction documents referenced for this inspection include: Structural Plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Reinforcing steel was previously inspected by City Building Inspector on 8/17/2023. Pre -Pour Review The subgrade consisted of soil and was observed to be firm and stable. Concrete Placement Terracon observed concrete placement as follows: Element Location Yardage Supplier Mix ID Mix Description Continuous (1) Perimeter wall footings 28 Superior D26P-1 Normal Weight, 3250-psi, non -air -entrained footing for new TRC structure- Ready Mix concrete between C.9-F/0-1 Lines Placement Method: Chute Consolidation Method: Mechanical Vibrator Protection Method: Not Observed Tests Performed The following tests were performed and were in accordance with project specifications: Slump, Temperature. A total of five compressive strength specimens [1 Sets] for lab curing were fabricated. Compliance Statement Based on our observations, cast -in -place concrete construction activities at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Verify placement of Concrete is in accordance with the approved plans and � t the placement locations, perform required field tests and cast compressive strei Terracon Rep.: Lee Bernal Start/Stop: 07 Reported To: James McCormick with Graves Construction Contractor: One Point Rngineering Contractor Report Distribution: (1) WD Partners, Ken Panosh (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By• Mike Melnma Hemel 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. DM004,04-29-22, Rev. 6 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0003 08/18/23 08/25/23 Structure ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P1) Approximately 28 cubic yards of concrete was placed for the perimeter wall footings. ■. (132) Load 2 batch ticket CT0001, 10-16-13, Rev10 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT �erracon Report Number: CB22P095B.0003A � Service Date: 08/18/23 1355 E Cooley Dr Report Date: 08/25/23 Colton, CA 92324-3954 Task: Structure 909-824-7311 Client Project WD Partners Home Depot TRC Store #6630 - La Quinta, CA Attn: Ken Panosh 79900 Highway 111 19100 Von Karmon Ave., Suite 600 La Quinta, CA 92570 Irvine, CA 92612 Project Number: CB22PO95B Material Information Sample Information Specified Strength: 3,250 psi @ 28 days Sample Date: 08/18/23 Sample Time: 1115 Sampled By: Lee Bernal Mix ID: D26P-1 Weather Conditions: Hot Supplier: Superior Ready Mix Accumulative Yards: 20 Batch Size (cy): 9.5 Batch Time: 1033 Plant: Indio Placement Method: Chute Truck No.: 5147 Ticket No.: 135460 Water Added Before (gal): 0 Water Added After (gal): 0 Field Test Data Sample Location: North Footing along Line C.9 between 0-1 Test Result Specification Lines Slump (in): 4 1/2 3 - 5 Placement Location: Perimeter Wall Footings for TRC Building Air Content (%): between C.9-F/ 0-1 Lines Sample Description: 4-inch diameter cylinders Concrete Temp. F 88 Ambient Temp. (F): 98 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Max Comp Set Spec Cyl. Avg Diam. Area Date Date Test Load Strength Frac Tested No. ID Cond. (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A Good 4.00 12.57 08/23/23 08/25/23 7 41,500 3,300 3 NMS 1 B 4.00 12.57 08/23/23 09/15/23 28 1 C 4.00 12.57 08/23/23 09/15/23 28 1 D 4.00 12.57 08/23/23 09/15/23 28 1 E 08/23/23 Hold Initial Cure: Outside in shade Final Cure: Moist Room Comments: Not tested for plastic unit weight. Note: Reported air content does not include Aggregate Correction Factor (ACF). Samples Made By: Terracon Services: Sample fresh concrete at the placement locations, perform required field tests and ca Terracon Rep.: Lee Bernal Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: One Point Rngineering Contractor Report Partners, Ken t•'' (1) WD Partners, Ken Panosh (1) City of La Quinta, CA, Jake Fuson Reviewed By: (1) Graves Construction Leasing Inc, Mike (1) Terracon Consultants, Inc., Brooke Hemel Melgoza Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM C172, ASTM C1064, ASTM C1231 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. CRoo01, 3-31-22, Rev.7 Page 1 of 1 POST -INSTALLED ANCHORS REPORT Ferracon Report Number: CB22P095B.0005 Service Date: 08/23/23 1355 E Cooley Dr Report Date: 08/25/23 Colton, CA 92324-3954 Task: Structure 909-824-7311 Client Project WD Partners Home Depot TRC Store #6630 - La Quinta, CA Attn: Ken Panosh 79900 Highway 111 19100 Von Karmon Ave., Suite 600 La Quinta, CA 92570 Irvine, CA 92612 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for adhesive anchor observation of the adhesive anchors being installed by Marriott Steel. Results of observation(s) performed today were reported to James McCormick with Graves Construction. The Terracon representative arrived at the site at 1100 and departed at 1630. The construction documents referenced for this observation include: Structural plans dated 05/16/23. Permit No: BCOM.2022-0058. Anchor System Information The following adhesive types were used during today's observation: Adhesive No. ICC Report Adhesive Lot No. Exp. Date Time Until Referenced Full Cure 1 ESR-3814 Hilti HT -RE 500 15235337 2024/April/30 24 hr(s) Detail 1, 7, 9 and 12 on Sheet S3.0 Anchor Installation Anchor installation was observed utilizing the adhesive(s), noted above, as follows: Adhesive Time Anchor Size Length & Spacing & No. Installed Locations Quantity & Type Embedment Edge Distance Status* (in.) (in.) 1 1230 (1) Vertical angle grid line 18 7/8" All- 6 & 5" 16" & 6" Complies C.9/1 Thread 1 1530 (2) Door opening frame grid 21 3/4" All- 6 & 5" 18" & 6 Complies line E-E.5/1 Thread 1 1615 (3) Vertical angles 18 3/4" All- 6" & 5" 16" & 6" Complies Thread 1 1530 (4) Roof connection shear 21 3/4" All- 6 & 5 18" & 6 Complies plates/ledger channels Thread * See below for more information Holes were cleaned prior to installation by: compressed air, brush. Ambient Temperature during observation was 970 F. Additional Comments The contractor experienced mechanical issues with the man lift. Compliance Based on our observations and testing, the post -installed anchors referenced above appear to be in general accordance with the project documents. Services: Observe the installation of epoxied dowels into existing concrete. Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: Marriott Steel Report Distribution: (1) WD Partners, Ken Panosh (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By: Mike Melnma Hemel 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: CB22P095B.0005 08/23/23 08/25/23 Structure (P1) Vertical angles (P2) Door opening ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Ledger channel CT0001, 10-16-13, Rev10 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0008 Service Date: 09/14/23 Report Date: 09/29/23 Revision 1 - Typo Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 General Information ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0800 and departed at 1000. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Construction Elevation Vertical ReinforcementSummary Type /Location Walls (1) 6 courses #6 bar, grade west 60, 2", 16", OK, elevation/Wall Good, Good s at lines F/0- 1, 0/F-C.9 Bond Beam Lintel Embedded Reinforcement Reinforcement Items Comments Status Summary Summary #5 Bar, Grade 60, N/A NA NC19 One Touch Steel Complies Good, 32", Good, Rebar Couplers used in Good lieu of vertical lap. See observation report dated 05/16/23 Vertical bar positioners were utilized. Referenced document(s) were Sheet S0.1, Detail 14. Additional Comments NC19 One Touch Steel Rebar Couplers used in in lieu of course 1 thru 6 vertical lap. See observation report #0007 dated 09/08/2023. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Mike Melnma Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: CB2213095B.0008 Service Date: 09/14/23 Report Date: 09/29/23 Revision 1 - Typo Task: Structure 1 (P1) Vertical Bar Positioners (132) Wall Looking North ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Wall Looking South CT0001, 10-16-13, Rev10 Page 1 of 1 GROUT OBSERVATIONS REPORT Report Number: CB22P095B.0009 Service Date: 09/19/23 Report Date: 09/26/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for masonry grout observation and sampling. Grout placement is being performed by Graves Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0700 and departed at 0930. The construction documents referenced for this observation include: Structural Palms dated 05/16/23. Permit No: BCOM.2022-0058. Grout Placement Construction Elevation/ Consolidation Type Location Yards Supplier Mix ID Method Status Comments Wall (1) Course 5 7 Hi -Grade HG66041 Vibration Complies None thru 6 / Between Materials 6SK 2000 grid lines 0- psi 1/C.9-F Grout Technique: Low -Lift Tests Performed The following test(s) were performed and appeared to be in general accordance with project specifications: Temperature. A total of 4 compressive strength grout prism specimens [1 Sets] for lab curing were fabricated. Compliance Statement Based on our observations, grouting activities at the above -referenced locations appear to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Graves Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Mike Melnma Hemel Start/Stop: Reviewed By: 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. DM012, 04-29-22 Rev.2 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0009 09/19/23 09/26/23 Structure (P1) Looking North (P2) Sample Location ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 —��MI.ORADE MATERIALS CO. - 598856=-- � C S 711 I (P3) Ticket CT0001, 10-16-13, Rev.10 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0010 Service Date: 09/20/23 Report Date: 09/26/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Graves Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0730 and departed at 1500. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Vertical Construction Elevation Bond Beam Lintel Embedded Reinforcement Type /Location Reinforcement Reinforcement Comments Status Items Summary Summary Summary Walls (1) Course 7 #6 Bar, Grade N/A N/A N/A None In Progress thru 12/Wall 60, 2" Clearance, between grid Spacing @16", line C.9/0-1 Cells Clean Mortar Projections Good Walls (2) Course 7 N/A #5 Bar, Grade 60, N/A N/A None In Progress thru 12/Wall Clearance & between grid Spacing OK, Laps line C.9/0-1 at 32", Cells Clean Mortar Projections OK Vertical bar positioners were utilized. Referenced document(s) were Sheet S2.0, Detail 14. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Graves Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Mike Melnma Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0010 09/20/23 09/26/23 Structure (P1) Reinforcements (P2) Work in Progress ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev.10 Page 1 of 1 POST -INSTALLED ANCHORS REPORT Report Number: CB22P095B.0010A Service Date: 09/20/23 Report Date: 09/29/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for adhesive anchor observation of the adhesive anchors being installed by On Point engineering Construction. Results of observation(s) performed today were reported to James McCormick with Graves Construction. The Terracon representative arrived at the site at 1930 and departed at 1430. The construction documents referenced for this observation include: Structural Plans dated 05/16/23. Permit No: BCOM.2022-0058. Anchor System Information The following adhesive types were used during today's observation: Adhesive No. ICC Report Adhesive Lot No. Exp. Date Time Until Referenced Full Cure 1 ESR-2508 Simpson Set-XP22-N 1000355439 05/11/25 24 hr(s) Detail 13,17,18,19 on Sheet S20 Anchor Installation Anchor installation was observed utilizing the adhesive(s), noted above, as follows: Adhesive Time Anchor Size Length & Spacing & No. Installed Locations Quantity & Type Embedment Edge Distance Status* (in.) (in.) 1 800 (1) Pour Back at Columns grid 6 #6 Rebar 18 & 8 16 & 4 Complies line E.5-E/1 1 1330 (2) Wall Opening Infill 18 #5 Rebar 12 & 6 12 & 4 Complies * See below for more information Holes were cleaned prior to installation by: vacuum, compressed air. Ambient Temperature during observation was 861 F. Compliance Based on our observations and testing, the post -installed anchors referenced above appear to be in general accordance with the project documents. Services: Observe the Installation of Expansion Anchors into existing concrete. Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: On Point engineering Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By: Mike Melnma Hemel 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: CB22P095B.0010A 09/20/23 09/29/23 Structure (P1) Column Footings (P2) Opening Infill ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Pour Back at Column CT0001, 10-16-13, Rev10 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: CB22P095B.0010C Service Date: 09/20/23 Report Date: 09/29/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 Material Information Specified Strength: 3,500 psi @ 28 days Mix ID: High Spec Bag Mix Supplier: SIR Mix Products Batch Time: 1315 Plant: N/A Truck No.: N/A Ticket No.: N/A Field Test Data Test Result Specification Slump (in): 4 3-5 Air Content (%): Concrete Temp. (F): 78 Ambient Temp. (F): 84 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): 2.0 ■ Ierracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project - CB22PO95B Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Permit No.: BCOM.2022-0058 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal) Water Added After (gal): Sample Location: Placement Location: Sample Description: Laboratory Test Data Age at Set Spec Cyl. Avg Diam. Area Date Date Test No. ID Cond. (in) (sq in) Received Tested (days) 1 A Good 4.00 12.57 09/21/23 09/27/23 7 1 B 4.00 12.57 09/21/23 10/18/23 28 1 C 4.00 12.57 09/21/23 10/18/23 28 1 D 4.00 12.57 09/21/23 10/18/23 28 1 E 09/21/23 Hold Initial Cure: Outside in shade Final Cure: Moist Room Comments: Not tested for plastic unit weight. Note: Reported air content does not include Aggregate Correction Factor (ACF). High Spec bag mix was hand mixed 09/20/23 Sample Time: 1330 John Bonafede, ICC/CWI Clear 1 Batch Size (cy): 2 Hand 4 0 Column footing grid line E/1 Footing at Columns 4-inch diameter cylinders Max Comp Load Strength Frac Tested (lbs) (psi) Type By 35,620 2,830 2 NMS Samples Made By: Terracon Services: Sample fresh concrete at the placement locations, perform required field tests and ca Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: On Point Engineering Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson Reviewed By: (1) Graves Construction Leasing Inc, Mike (1) Terracon Consultants, Inc., Brooke Hemel Melgoza Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM C172, ASTM C1064, ASTM C1231 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. CRoo01, 3-31-22, Rev.7 Page 1 of 1 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: CB22P095B.0011A Service Date: 09/21/23 Report Date: 09/29/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 Material Information Specified Strength: 2,000 psi @ 28 days Mix ID: HG66041 6SK 2000psi Supplier: Hi -Grade Batch Time: 1055 Plant: Indio Truck No.: 259 Ticket No.: 861680 Field Test Data Test Result Specification Slump (in): 9 Grout Temp. (F): 78 Ambient Temp. (F): 80 Laboratory Test Data Set Specimen Date No. ID Received 1 A 09/25/23 1 B 09/25/23 1 C 09/25/23 1 D 09/25/23 Initial Cure: Outside in shade Comments: None a Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project - CB22PO95B Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Permit No.: BCOM.2022-0058 Sample Information Sample Date: 09/21/23 Sample Time:1105 Sampled By: John Bonafede, ICC/CWI Weather Conditions; Clear Accumulative Yards; 2 Batch Size: 7 Sample Size: 3" x 3" x 6" Sample Location: Grid line E.5-0 Placement Location: Course 7 thru 14 grid line C.9-F/0-1 Form Material: Masonry Units No. Units: 4 Samples Plumb: Yes Date Age Tested (days) 09/28/23 7 10/19/23 28 10/19/23 28 10/19/23 28 Final Cure: Moist Room Maximum Compressive Area Load Strength (sq in) (lbs) (psi) 10.36 19,020 1,840 Min Temp: Max Temp: Samples Made By: Terracon Services: Obtain sample of grout used as wall fill, perform required field tests and cast col Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Graves Construction Report Distribution: Reviewed By: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, Mike (1) Terracon Consultants, Inc., Brooke Hemel Melgoza Test Methods: ASTM C39, ASTM C143, ASTM C617, ASTM C1019, ASTM C1064 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. CRoo09, 11-16-12, Rev.6 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT Ferracon Report Number: CB22P095B.0012 Service Date: 09/21/23 1355 E Cooley Dr Report Date: 09/26/23 Colton, CA 92324-3954 Task: Structure 909-824-7311 Client Project WD Partners Home Depot TRC Store #6630 - La Quinta, CA Attn: Steve Dyer 79900 Highway 111 7007 Discovery Blvd La Quinta, CA 92570 Dublin, OH 43017 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon to be on site for reinforcing steel observation of the following elements: columns, walls. These elements are being constructed by On Point engineering Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0700 and departed at 0930. The construction documents referenced for this observation include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Terracon observed reinforcing steel detailed below for the following items (as applicable): grade, configuration, size, lap length, quantity, spacing, tying, clearances, steel condition and embedded items. Element Location Referenced Documents Status Comments Column Footing (1) 2 Column footings grid Sheet S2.0, Detail 17 Complies Reference observation report dated lines 1/E-E.5 09/20/23 Walls (2) Wall infill grid line 1/E.8 Sheet S2.0, Detail 17 Complies None Compliance Statement Based on our observations, reinforcing steel at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: On Point Engineering Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Mike Melnma Hemel Start/Stop: Reviewed By: 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. DM022, 04-29-22 Rev.7 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0012 09/21/23 09/26/23 Structure f (131) Wall infill (132) Column Footing ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev.10 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0011 Service Date: 09/21/23 Report Date: 09/26/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for grout observation, reinforcing steel observation of the following elements: walls. These elements are being constructed by Graves Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0700 and departed at 1330. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Vertical Construction Elevation Bond Beam Lintel Embedded Reinforcement Type /Location Reinforcement Reinforcement Comments Status Items Summary Summary Summary Walls (1) Course 7 #6 bar, Grade N/A N/A N/A None Complies thru 13/Walls 60, Clearance between grid OK, Spacing lines C.9-F/0- @16", Cells 1 Clean & Motor Projection Good. Walls (2) Course 7 N/A #5 Bars, Grade N/A N/A None Complies thru 13/Walls 60, Spacing @48", between grid Lab 32", Cells @ lines C.9-F/0- Mortar Projection 1 Good. Vertical bar positioners were utilized. Referenced document(s) were Sheet S2.0, Detail 14. Grout Observations Construction Masonry Elevation Grout Cleanouts Consolidation Production Comments Status Type Type /Location Technique Provided Method Methods Walls CMU (3) Course 7 Low Lift No Vibration Mix ID None Complies thru 13/Walls #HG66041 6SK between grid 2000 psi/Hi- lines C.9-F/0-1 Grade A total of 1 set(s) of 4 grout specimens were cast on this date. Please reference grout compressive strength report CB22P095.0011A. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Graves Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Mike Melnma Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0011 09/21/23 09/26/23 Structure 1 - . CAUTION -„^n �•."'.�� VU ��Ei 77- . — Ell f �.N M 1 ��� I1Il11111 aiw u ar rcx � o+.oe '-_ ar.�acacmramw �� rnenals.ue � tau[agw (P1) Ticket (P2) Grout Placement ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Looking South 7 5�� - --le-e5o (P4) Samples CT0001, 10-16-13, Rev.10 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0013 Service Date: 09/22/23 Report Date: 09/26/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Graves Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 1300 and departed at 1430. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Vertical Construction Elevation Bond Beam Lintel Embedded Reinforcement Type /Location Reinforcement Reinforcement Comments Status Items Summary Summary Summary Walls (1) Course 14 #6 Bar, Grade N/A N/A N/A None In Progress thru 60, 20/Between Clearance/Spacin grid lines C.9- g @16" Lap/Cell F/0-1 Cleanliness/Mort ar Projections OK Walls (2) Course 14 N/A #5 Bar, Grade 60, N/A N/A None In Progress thru Clearance/Spacing 20/Between @48"/1-ap/Cell grid lines C.9- Cleanliness/Mortar F/0-1 Projections OK Vertical bar positioners were utilized. Referenced document(s) were Sheet 2.0, Detail 14. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Graves Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Mike Melnma Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: CB22P095B.0013 Service Date: 09/22/23 Report Date: 09/26/23 Task: Structure (P1) Work In Progress o .'4 (P2) Site View looking south ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Opening (P4) Work site looking North CT0001, 10-16-13, Rev.10 Page 1 of 1 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: CB22P095B.0014A Service Date: 09/25/23 Report Date: 10/04/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 Material Information Specified Strength: 2,000 psi @ 28 days Mix ID: HG66041 6SK 2000 PSI Supplier: Hi -Grade Batch Time: 1255 Plant: Thousand Palms Truck No.: 282 Ticket No.: 8632252 Field Test Data Test Result Specification Slump (in): 8 Grout Temp. (F): 86 Ambient Temp. (F): 89 Laboratory Test Data Set Specimen Date No. ID Received 1 A 09/27/23 1 B 09/27/23 1 C 09/27/23 1 D 09/27/23 Initial Cure: Outside in shade Comments: None Samples Made By: Terracon Services: a Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project - CB22PO95B Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Permit No.: BCOM.2022-0058 Sample Information Sample Date: 09/25/23 Sample Time:1325 Sampled By: John Bonafede, ICC/CWI Weather Conditions; Clear Accumulative Yards; 4 Batch Size: 10 Sample Size: 3" x 3" x 6" Sample Location: Wall at grid line D/0 Placement Location: Courses 14 thru 20 between lines C.9-F/0-1 Form Material: Other - See Comments No. Units: 3 Samples Plumb: No - See Comments Date Age Tested (days) 10/02/23 7 10/23/23 28 10/23/23 28 10/23/23 28 Final Cure: Moist Room Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, Tyler (1) Terracon Consultants, Inc., Brooke Hemel Siggins Maximum Compressive Area Load Strength (sq in) (lbs) (psi) 11.22 28,180 2,510 Min Temp: Max Temp: Start/Stop ** Reviewed By: Test Methods: ASTM C 31, ASTM C39, ASTM C109, ASTM C138, ASTM C143, ASTM C1019, ASTM C1064 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. CRoo09, 11-16-12, Rev.6 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0014 Service Date: 09/25/23 Report Date: 09/29/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 1900 and departed at 1430. The construction documents referenced for this inspection include: Structural plans dated 7/15/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Construction Elevation Type /Location Walls (1) Courses 14 thru 20/Walls Between lines C.9-F/0-1 Walls (2) Courses 14 thru 20/Walls Between lines C.9-F/0-1 Vertical Reinforcement Summary #6 Bar, Grade 60, Clearances OK, Spacing @ 16", Cell Cleanliness/Mort ar Projections OK N/A Walls (3) Courses N/A 14 thru 20/Walls Between lines C.9-F/0-1 Bond Beam Reinforcement Summary N/A #5 Bar, Grade 60, Clearance OK, Spacing @ 48", Lap/Cell Cleanliness Mortar Projections OK N/A Lintel Embedded Reinforcement Summary Items N/A N/A N/A N/A 2-#5 Bars, Grade 60, Clearances/Spaci ng, Lab, Cell Cleanliness & Mortar Projections OK Vertical bar positioners were utilized. Referenced document(s) were Sheet S0.1 Detail 1. N/A Comments Status None Complies None Complies None Complies Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Mike Melnma Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0014 09/25/23 09/29/23 Structure (P1) Work in Progress looking South (P2) Overall Site view ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Corner reinforcement (P4) Work in Progress CT0001, 10-16-13, Rev.10 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0015 Service Date: 09/26/23 Report Date: 10/03/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 1000 and departed at 1230. The construction documents referenced for this inspection include: Structural plans dated 6/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Vertical Bond Beam Lintel Construction Elevation Embedded Reinforcement Reinforcement Reinforcement Comments Status Type /Location Summary Summary Summary Items Walls (1) Course 19 #6 Bar, Grade N/A N/A N/A None In Progress thru 27/Walls 60, Clearances between lines OK, Spacing @ C.9-F/0-1 16", Cells/Mortar Projections OK Walls (2) Course 19 N/A #5Bars, Grade 60, N/A N/A None In Progress thru 27/Walls Clearances OK, between lines Spacing @ 48", C.9-F/0-1 Lap/Cells & Mortor Projection OK Vertical bar positioners were utilized. Referenced document(s) were Sheet S0.1, Detail 1. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Mike Melnma Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0015 09/26/23 10/03/23 Structure (P1) Reinforcements in Process (P2) Bars Fabrication ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Work in Progress CT0001, 10-16-13, Rev.10 Page 1 of 1 GROUT COMPRESSIVE STRENGTH TEST REPORT Report Number: CB22P095B.0016A Service Date: 09/27/23 Report Date: 10/04/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 Material Information Specified Strength: 2,000 psi @ 28 days Mix ID: HG66041 Supplier: Hi -Grade Batch Time: 1133 Truck No.: 2 Field Test Data Plant: Indio Ticket No.: 864617 Test Result Slump (in): 8 Grout Temp. (F): 88 Ambient Temp. (F): 94 Laboratory Test Data Specification Set Specimen Date No. ID Received 1 A 09/29/23 1 B 09/29/23 1 C 09/29/23 1 D 09/29/23 Initial Cure: Outside in shade Comments: None a Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project - CB22PO95B Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Permit No.: BCOM.2022-0058 Sample Information Sample Date: 09/27/23 Sample Time:1200 Sampled By: John Bonafede, ICC/CWI Weather Conditions; Clear Accumulative Yards; 3 Batch Size: 10 Sample Size: 3" x 3" x 6" Sample Location: Line D/0 Placement Location: Course 20 thru 27 between lines C.9-F/0-1 Form Material: Masonry Units No. Units: 4 Samples Plumb: Yes Date Age Tested (days) 10/04/23 7 10/25/23 28 10/25/23 28 10/25/23 28 Final Cure: Moist Room Maximum Compressive Area Load Strength (sq in) (lbs) (psi) 10.27 23,180 2,260 Min Temp: Max Temp: Samples Made By: Terracon Services: Obtain sample of grout used as wall fill, perform required field tests and cast col Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: Reviewed By: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, Tyler (1) Terracon Consultants, Inc., Brooke Hemel Siggins Test Methods: ASTM C39, ASTM C143, ASTM C617, ASTM C1019, ASTM C1064 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. CRoo09, 11-16-12, Rev.6 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0016 Service Date: 09/27/23 Report Date: 10/04/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for grout observation, reinforcing steel observation of the following elements: walls. These elements are being constructed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0700 and departed at 1300. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Vertical Construction Elevation Bond Beam Lintel Embedded Reinforcement Type /Location Reinforcement Reinforcement Comments Status Items Summary Summary Summary Walls (2) Course 20 #6 Bar, Grade N/A N/A N/A None Complies thru 60, Clearance 27/Between OK, Spacing @ lines C.9-F/0- 16", 1 Lap/Cells/Mortar Projections OK Walls (3) Course 20 N/A #5 Bars, Grade N/A N/A N/A Complies thru 60, Spacing @ 27/Between 48", lines C.9-F/0- Clearances/Laps 1 Cleanliness/ Mortar Projections OK Vertical bar positioners were utilized. Referenced document(s) were Sheet S2.0, Detail 1. Grout Observations Construction Masonry Elevation Grout Cleanouts Consolidation Production Comments Status Type Type /Location Technique Provided Method Methods Walls CMU (1) Course 20 Low Lift No Vibration Mix ID None Complies thru #HG66041/Hi- 27/Between Grade Indio lines C.9-F/0-1 A total of 1 set(s) of 4 grout specimens were cast on this date. Please reference grout compressive strength report CB231135.0016A. Additional Comments City inspector requested deputy be on site at time of city inspection. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appear with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By: Tvler 6innins Hemel 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log x rerracon Report Number: CB22P095B.0016 Service Date: 09/27/23 1355 E Cooley Dr Report Date: 10/04/23 Colton, CA 92324-3954 Task: Structure 909-824-7311 r59°260 HI -GRADE MATEgiA�6 CO. CAUTION afi f aw ie yen ii (P1) Ticket (P2) Work in Progress CT0001, 10-16-13, Rev.10 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0017 Service Date: 09/28/23 Report Date: 10/04/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 1030 and departed at 1130. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Construction Elevation Type /Location Walls (1) Course 38 thru 35/Between lines C.9- F/0-1 Walls (2) Course 38 thru 35/Between lines C.9- F/0-1 Vertical Reinforcement Summary #6 Bars, Grade 60, Clearance OK, Spacing @ 16" Laps/Cells/Mortar ProjectionsOK N/A Bond Beam Reinforcement Summary N/A 5 Bars, Grade 60, Spacing @ 48" (additional bars at roof level), Clearances/Laps/Cell Cleanliness/ Mortar Projections OK Lintel Reinforcem Embedded ent Items Summary N/A N/A N/A N/A Vertical bar positioners were utilized. Referenced document(s) were Sheet S0.1, Detail 1. Additional Comments James McCormick required deputy inspector to be on site at time of city inspection. Comments None None Status In Progress In Progress Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Tvler 6innins Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0017 09/28/23 10/04/23 Structure V (P1) Bond Beam Bars at Roof (P2) Work in progress ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev.10 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0020 Service Date: 09/29/23 Report Date: 10/05/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0800 and departed at 1330. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Vertical Bond Beam Lintel Construction Elevation Embedded Reinforcement Reinforcement Reinforcement Comments Status Type /Location Summary Summary Summary Items Walls (1) Course 28 #6Bars, Grade N/A N/A N/A N/A Complies thru 38/Walls 60, Clearances Between lines OK, Spacing @ C.9-F/0-1 16", Laps/Cells/Mortar Projections OK. Walls (2) Course 28 N/A #5 Bar, Grade 60, N/A N/A None Complies thru 38/Walls Spacing @ Between lines 48"(additional #5 C.9-F/0-1 bars at roof level), Clearances/Laps/C ells/ Mortar Projections OK Vertical bar positioners were not utilized. Referenced document(s) were Sheet S0.1, Detail 1. Additional Comments James McCormick with Graves Construction requested deputy inspector to be on site at time of city inspection. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Tvler 6innins Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0020 09/29/23 10/05/23 Structure (P1) Reinforcements at Expansions & Roof Level (132) Vertical Bars Looking North ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev.10 Page 1 of 1 GROUT OBSERVATIONS REPORT Report Number: CB22P095B.0018 Service Date: 09/29/23 Report Date: 10/05/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for masonry grout observation. Grout placement is being performed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0800 and departed at 1330. The construction documents referenced for this observation include: Structural Plans dated 05/16/23. Permit No: BCOM.2022-0058. Grout Placement Construction Elevation/ Yards Supplier Type Location Wall (1) Course 28 10 Hi -Grade thru 35/Between lines C.9-F/0-1 Grout Technique: Low -Lift Mix ID Consolidation Status Comments Method HG66041 Vibration Complies None 2000 psi Tests Performed The following test(s) were performed and appeared to be in general accordance with project specifications: Temperature. A total of 4 compressive strength grout prism specimens [1 Sets] for lab curing were fabricated by John Bonafede. Compliance Statement Based on our observations, grouting activities at the above -referenced locations appear to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Tvler 6innins Hemel Start/Stop: Reviewed By: 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. DM012, 04-29-22 Rev.2 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0018 09/29/23 10/05/23 Structure (P1) Grouting in Progress (P2) Site Looking South ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Ticket CT0001, 10-16-13, Rev.10 Page 1 of 1 GROUT COMPRESSIVE STRENGTH TEST REPORT Ferracon Report Number: CB22P095B.0021A � Service Date: 10/02/23 1355 E Cooley Dr Report Date: 11/02/23 Revision 1 - 28-day results Colton, CA 92324-3954 Task: Structure 909-824-7311 Client Project - CB22PO95B WD Partners Home Depot TRC Store #6630 - La Quinta, CA Attn: Steve Dyer 79900 Highway 111 7007 Discovery Blvd La Quinta, CA 92570 Dublin, OH 43017 Permit No.: BCOM.2022-0058 Material Information Sample Information Specified Strength: 2,000 psi @ 28 days Sample Date: 10/02/23 Sample Time:1309 Sampled By: John Bonafede, ICC/CWI Mix ID: HG66041 Weather Conditions; Clear Supplier: Hi -Grad Accumulative Yards; 3 Batch Size: 10 Batch Time: 1210 Plant: Thousand Palms Sample Size: 3" x 3" x 6" Truck No.: 272 Ticket No.: HG66755 20 Sample Location: Wall at line D/0 Placement Location: Between lines C.9-F/0-1 Field Test Data Form Material: Masonry Units No. Units: 4 Test Result Specification Samples Plumb: Yes Slump (in): 9 Grout Temp. (F): 86 Ambient Temp. (F): 81 Laboratory Test Data Maximum Compressive Set Specimen Date Date Age Area Load Strength No. ID Received Tested (days) (sq in) (lbs) (psi) 1 A 10/04/23 10/09/23 7 9.96 17,840 1,790 1 B 10/04/23 10/30/23 28 10.89 26,260 2,410 1 C 10/04/23 10/30/23 28 10.89 27,130 2,490 1 D 10/04/23 10/30/23 28 10.89 27,550 2,530 Average (28 days) 2,480 Initial Cure: Outside in shade Final Cure: Moist Room Min Temp: Max Temp: Comments: Average compressive strength of 28 day Prism complies with the specified strength. **NP = Not Performed None Samples Made By: Terracon Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: = Reviewed By: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, Tyler (1) Terracon Consultants, Inc., Brooke Hemel Siggins Test Methods: ASTM C39, ASTM C143, ASTM C617, ASTM C1019, ASTM C1064 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. CRoo09, 11-16-12, Rev.6 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0022 Service Date: 10/02/23 Report Date: 10/06/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 General Information ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0800 and departed at 1530. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Construction Elevation Vertical ReinforcementSummary Type /Location Walls (1) Course 28 #6 Bar, Grade thru 38/Walls 60, Clearances Between lines OK, Spacing @ C.9-F/0-1 16", Laps/Cells/Mortar Projections OK Walls (2) Course 28 N/A thru 38/Walls Between lines C.9-F/0-1 Bond Beam Lintel Embedded Reinforcement Reinforcement Items Comments Status Summary Summary N/A N/A N/A Final Lift Complies #5 Bar,Grade 60, N/A N/A Top of wall -bearing #3 In Progress Spacing @ 48"( bars with 1800 hooks additional bars at not used roof Level), Clearances/Laps/C ells/Mortar Projections OK Vertical bar positioners were not utilized. Referenced document(s) were Sheet S0.1, Detail 1. Additional Comments 1) James McCormick with Graves Construction requested deputy inspector to be on site at time of city inspection. 2) I observed cutting of the ladder reinforcement in the areas that extended through the control joints. To the best of my knowledge ladder reinforcements were all cut. See pictures attached. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Ampro Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Tvler 6innins Hemel Start/Stop: Reviewed By: 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. DM014, 04-29-22 Rev.5 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0022 10/02/23 10/06/23 Structure (P1) Vertical Reinforcement looking South (132) Cutting of Ladder Reinforcement at Control Joint ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Ladder Reinforcement that Stopped at Control Joint CT0001, 10-16-13, Rev.10 Page 1 of 1 POST -INSTALLED ANCHORS REPORT Report Number: CB22P095B.0023 Service Date: 10/03/23 Report Date: 10/03/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for adhesive anchor observation of the adhesive anchors being installed by On Point engineering Construction. Results of observation(s) performed today were reported to James McCormick with Graves Construction. The Terracon representative arrived at the site at 0530 and departed at 0630. The construction documents referenced for this observation include: Structural Plans dated 07/15/23. Permit No: BCOM.2022-0058. Anchor System Information The following adhesive types were used during today's observation: Adhesive No. ICC Report Adhesive Lot No. 1 ESR-2508 Simpson Set-XP22-N 1000368626 Anchor Installation Anchor installation was observed utilizing the adhesive(s), noted above, as follows: Adhesive Time Locations No. Installed 1 600 (1) Footing at 2 Door openings lines D.4/0 and F-1.3 1 530 (2) 2 column bases at lines E.1-1 and E.5-1 * See below for more information Exp. Date 07/16/25 Quantity Anchor Size & Type 6 #5 Rebar Time Until Full Cure 24 hr(s) Length & Spacing & Embedment Edge Distance (in.) (in.) 72" & 6 12" & N/A 8 3/4" All- 15 & 8 N\A & N/A Thread Holes were cleaned prior to installation by: compressed air, brush. Ambient Temperature during observation was 690 F. Referenced Detail 19/S2.0 Additional Comments * Deviation: Footing at 2 Door openings lines D.4/0 and F-1.3: Bars on plans show wet set. RFI was not available for change. Status* Does not Comply Complies Compliance Based on our observations and testing, the post -installed anchors referenced above DO NOT appear to be in general accordance with the project documents. Services: Observe the Installation of Expansion Anchors into existing concrete. Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: On Point engineering Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By: Mike Melnma Hemel 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: CB22P095B.0023 10/03/23 10/03/23 Structure (P1) Column Base (P2) Door Opening ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Epoxy Used (P4)In Process CT0001, 10-16-13, Rev.10 Page 1 of 1 DEVIATION LOG Report Date Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 Deviation No D000001 10/3/2023 rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: Report No. Service Service Date Description/Comments How Resolved 0023 Post -Installed Anchors 10/03/23 Footing at 2 Door openings lines D.4/0 and F-1.3: Bars on plans show wet set. RFI was not available for change. CB22PO95B Date Resolved Status Open Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT Report Number: CB22P095B.0024A Service Date: 10/05/23 Report Date: 11/02/23 Revision 1 - 28-day results Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 Material Information Specified Strength: 4,500 psi @ 28 days Mix ID: D275P Supplier: Superior Ready Mix Batch Time: 0515 Plant: Indio Truck No.: 5101 Ticket No.: 137067 Field Test Data Test Result Specification Slump (in): 4 1/2 3-5 Air Content (%): 1.75 Concrete Temp. (F): 81 95 Max Ambient Temp. (F): 72 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data ■ Ierracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project - CB22PO95B Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Permit No.: BCOM.2022-0058 Sample Information Sample Date: Sampled By: Weather Conditions: Accumulative Yards: Placement Method: Water Added Before (gal) Water Added After (gal): Sample Location: Placement Location: Sample Description: Set Spec Cyl. Avg Diam. Area Date Date No. ID Cond. (in) (sq in) Received Tested 1 A Good 4.00 12.57 10/06/23 10/12/23 1 B Good 4.00 12.57 10/06/23 11/02/23 1 C Good 4.00 12.57 10/06/23 11/02/23 1 D Good 4.00 12.57 10/06/23 11/02/23 10/05/23 Sample Time: 0630 John Bonafede, ICC/CWI Clear 4 Batch Size (cy): 9.5 Pump 5 0 Slab at grid line C.7-1-0 Between grid lines C.9-F/1-0 4-inch diameter cylinders Age at Max Comp Test Load Strength Frac Tested (days) (lbs) (psi) Type By 7 51,860 4,130 3 NMS 28 62,570 4,980 2 MJM 28 63,810 5,080 2 MJM 28 66,930 5,330 2 MJM Average (28 days) 5,130 1 E 10/06/23 Hold Initial Cure: Outside in shade Final Cure: Moist Room Comments: Average compressive strength of 28 day cylinders complies with the specified strength. Not tested for plastic unit weight. Samples Made By: Terracon Services: Sample fresh concrete at the placement locations, perform required field tests and ca Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: On Point engineering Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson Reviewed By: (1) Graves Construction Leasing Inc, Tyler (1) Terracon Consultants, Inc., Brooke Hemel Siggins Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM C172, ASTM C1064, ASTM C1231 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. CRoo01, 3-31-22, Rev.7 Page 1 of 1 CONCRETE COMPRESSIVE STRENGTH TEST REPORT �erracon Report Number: CB22P095B.0024A � Service Date: 10/05/23 1355 E Cooley Dr Report Date: 10/12/23 Colton, CA 92324-3954 Task: Structure 909-824-7311 Client Project - CB22PO95B WD Partners Home Depot TRC Store #6630 - La Quinta, CA Attn: Steve Dyer 79900 Highway 111 7007 Discovery Blvd La Quinta, CA 92570 Dublin, OH 43017 Permit No.: BCOM.2022-0058 Material Information Sample Information Specified Strength: 4,500 psi @ 28 days Sample Date: 10/05/23 Sample Time: 0630 Sampled By: John Bonafede, ICC/CWI Mix ID: D275P Weather Conditions: Clear Supplier: Superior Ready Mix Accumulative Yards: 4 Batch Size (cy): 9.5 Batch Time: 0515 Plant: Indio Placement Method: Pump Truck No.: 5101 Ticket No.: 137067 Water Added Before (gal): 5 Water Added After (gal): 0 Field Test Data Sample Location: Slab at grid line C.7-1-0 Test Result Specification Placement Location: Between grid lines C.9-F/1-0 Slump (in): 4 1/2 3-5 Sample Description: 4-inch diameter cylinders Air Content (%): 1.75 Concrete Temp. (F): 81 95 Max Ambient Temp. (F): 72 Plastic Unit Wt. (pcf): Yield (Cu. Yds.): Laboratory Test Data Age at Max Comp Set Spec Cyl. Avg Diam. Area Date Date Test Load Strength Frac Tested No. ID Cond. (in) (sq in) Received Tested (days) (lbs) (psi) Type By 1 A Good 4.00 12.57 10/06/23 10/12/23 7 51,860 4,130 3 NMS 1 B 4.00 12.57 10/06/23 11/02/23 28 1 C 4.00 12.57 10/06/23 11/02/23 28 1 D 4.00 12.57 10/06/23 11/02/23 28 1 E 10/06/23 Hold Initial Cure: Outside in shade Final Cure: Moist Room Comments: Not tested for plastic unit weight. Samples Made By: Terracon Services: Sample fresh concrete at the placement locations, perform required field tests and ca Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: On Point engineering Construction Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson Reviewed By: (1) Graves Construction Leasing Inc, Tyler (1) Terracon Consultants, Inc., Brooke Hemel Siggins Test Methods: ASTM C 31, ASTM C39, ASTM C143, ASTM C172, ASTM C1064, ASTM C1231 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. CRoo01, 3-31-22, Rev.7 Page 1 of 1 POST -INSTALLED ANCHORS REPORT Report Number: CB22P095B.0028 Service Date: 10/13/23 Report Date: 10/13/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for adhesive anchor observation of the adhesive anchors being installed by Marriott Welding. Results of observation(s) performed today were reported to James McCormick with Graves Construction. The Terracon representative arrived at the site at 0630 and departed at 1130. The construction documents referenced for this observation include: Structural drawings dated 05/06/23. Permit No: BCOM.2022-0058. Anchor System Information The following adhesive types were used during today's observation: Adhesive No. ICC Report Adhesive Lot No. Exp. Date Time Until Referenced Full Cure 1 ESR-4143 Hilti-HY 270 15258412 05/31/2024 1 hr(s) Detail 2 on S3.0 2 ESR-3127 Hilti -HY 200-R 152396686 03/30/2024 1 hr(s) Detail 1 on S3.0 Anchor Installation Anchor installation was observed utilizing the adhesive(s), noted above, as follows: Adhesive Time Anchor Size Length & Spacing & No. Installed Locations Quantity & Type Embedment Edge Distance Status* (in.) (in.) 2 900 (1) Existing concrete wall along 4 3/4" All- 8 & 5 2 rows @ 18" & Complies lines 1/C.9-F Thread NA 1 1000 (2) Ledger channel new 34 3/4" All- 8 & 6 2 rows @ 18" & Does NOT Comply masonry wall lines F/1-0, 0/F- Thread N/A C.9 and C.9/1.0 * See below for more information Holes were cleaned prior to installation by: compressed air, brush. Ambient Temperature during observation was 820 F. Additional Comments Approximately 30 threaded rods pending epoxy installation at new masonry wall and existing concrete wall. Compliance Based on our observations and testing, the post -installed anchors referenced above appear to be in general accordance with the project documents. Services: Observe the installation of epoxied dowels into existing concrete. Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: Marriott Welding Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By: Tvler 6innins Hemel 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 POST -INSTALLED ANCHORS REPORT Report Number: CB22P095B.0026 Service Date: 10/12/23 Report Date: 10/12/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for adhesive anchor observation of the adhesive anchors being installed by Marriott Welding. Results of observation(s) performed today were reported to James McCormick with Graves Construction. The Terracon representative arrived at the site at 0700 and departed at 1700. The construction documents referenced for this observation include: Structural drawings dated 05/16/23. Permit No: BCOM.2022-0058 Anchor System Information The following adhesive types were used during today's observation: Adhesive No. ICC Report Adhesive Lot No. Exp. Date Time Until Referenced Full Cure 1 ESR-4143 Hilti-HY 270 15245003 05/31/2024 1 hr(s) Details 2 on S3.0 2 ESR-3187 Hilti-HY 200-R 152396686 03/30/2024 1 hr(s) Detail 9 on S3.0 3 ESR-4143 Hliti-HY 270 15258412 05/31/2024 1 hr(s) Detail 2 on S3.0 Anchor Installation Anchor installation was observed utilizing the adhesive(s), noted above, as follows: Adhesive Time Locations Quantity Anchor Size No. Installed & Type 2 1530 (1) Existing wall along grid line 108 3/4" AII- 1/C.9-F Thread 1 900 (2) Ledger channel new masonry 102 3/4" All - wall lines F-E/0 Thread 3 1430 (3) Ledger channel new masonry 77 3/4" All - wall lines C.9-E/0 Thread 2 1630 (4) Door opening frame 29 3/4" All - Thread Length & Spacing & Embedment Edge Distance Status* (in.) (in.) 8 & 5 2 rows @ 18" & Complies N/A 8 & 6 2 rows @ 18" & Does NOT Comply * N/A 8 & 6 2 rows @ 18" & Does NOT Comply * N/A 8 & 5 N/A & N/A Complies * See below for more information Holes were cleaned prior to installation by: compressed air, brush. Ambient Temperature during observation was 801 F. Additional Comments * Ledger channel new masonry wall lines F-E/0 and C.9-E/0: Detail 2 on S3.0 sheet calls out for 3/4" All -thread with 6 3/4" embedment at 1'-4" O.C. epoxied using HILTI HIT HY 270. 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 2 POST -INSTALLED ANCHORS REPORT Report Number: CB22P095B.0026 Service Date: 10/12/23 Report Date: 10/12/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B Compliance Based on our observations and testing, the post -installed anchors referenced above appear to be in general accordance with the project documents. Services: Observe the Installation of Expansion Anchors into existing concrete. Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: Marriott Welding Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By• Tvler 6innins Hemel 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 2 of 2 Photo Log Report Number: Service Date: Report Date: Task: I CB22P095B.0026 10/12/23 10/12/23 Structure 500 m11890 g Hire HITS 2oo-t 16.9 fl.oz131.4 oz . z�2n � �� hm (P1) Epoxy WAI so�a ♦� moo• �. �2 �� p`��� AT—— —fo. d. �sFs`—_� ippp5pp.9iWp S(W- •T 1--. —TI.- 02 roof o11 2 bn L SCALES 1 1 2 = 1 -0 NOTE' 1. SEE NOTE Ip ON DETNL 93091 (P2) Detail 2/S3.0 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 l 330 m11540 9 Hilo HIT4V 270 11 1 O.OZ/19•0 Of 1a V94247 (P3) Epoxy (P4) Cleaning in Process CT0001, 10-16-13, Rev10 Page 1 of 1 DEVIATION LOG rerracon Report Date: 10/13/2023 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Client Project WD Partners Home Depot TRC Store #6630 - La Quinta, CA Attn: Steve Dyer 79900 Highway 111 7007 Discovery Blvd La Quinta, CA 92570 Dublin, OH 43017 Project Number: CB22PO95B Deviation No. Report No. Service Service Date Description/Comments How Resolved Date Resolved Status D000001 0023 Post -Installed Anchors 10/03/23 Footing at 2 Door openings lines D.4/0 and Per Scott Kramer and 10/04/23 Closed F-1.3: Bars on plans show wet set. RFI was Steve Dyer's email dated not available for change. 10/4/2023, it is acceptable. D000002 0026 Post -Installed Anchors 10/12/23 Ledger channel new masonry wall lines F- Open E/0: Detail 2 on S3.0 calls out for 6 3/4" embedment 1'-4" O.C. D000003 0026 Post -Installed Anchors 10/12/23 Ledger channel new masonary wall lines Open C.9-E/O: Detail 2 on S3.0 calls out for 6 3/4" embedment 1'-4" O.C. D000004 0028 Post -Installed Anchors 10/13/23 Ledger channel new masonry wall lines F/1 Open -0, 0/F-C.9 and C.9/1.0 : Detail 2 on S3.0 call for 6 3/4" embedment at 1'-4" O.C. Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0028 10/13/23 10/13/23 Structure it (P1) Anchor installation new wall ,000szooA„��aTa �� KEG: 02 roof o omectlon SCALE: 1 1 2 = 1 —0 NOTE'. _ SEE NOTEp ON OETNL 8S.6UT (P2) Detail 2/S3.0 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 'M v -' - V sewn — . . 500 MII890 g Hilti HIT-HY 200-R 1116 9 fl w7J31.4 OZ e 2334277 (P3) Epoxy Used (134) Overall area of work CT0001, 10-16-13, Rev.10 Page 1 of 1 DEVIATION LOG rerracon Report Date: 10/13/2023 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Client Project WD Partners Home Depot TRC Store #6630 - La Quinta, CA Attn: Steve Dyer 79900 Highway 111 7007 Discovery Blvd La Quinta, CA 92570 Dublin, OH 43017 Project Number: CB22PO95B Deviation No. Report No. Service Service Date Description/Comments How Resolved Date Resolved Status D000001 0023 Post -Installed Anchors 10/03/23 Footing at 2 Door openings lines D.4/0 and Per Scott Kramer and 10/04/23 Closed F-1.3: Bars on plans show wet set. RFI was Steve Dyer's email dated not available for change. 10/4/2023, it is acceptable. D000002 0026 Post -Installed Anchors 10/12/23 Ledger channel new masonry wall lines F- Open E/0: Detail 2 on S3.0 calls out for 6 3/4" embedment 1'-4" O.C. D000003 0026 Post -Installed Anchors 10/12/23 Ledger channel new masonary wall lines Open C.9-E/O: Detail 2 on S3.0 calls out for 6 3/4" embedment 1'-4" O.C. D000004 0028 Post -Installed Anchors 10/13/23 Ledger channel new masonry wall lines F/1 Open -0, 0/F-C.9 and C.9/1.0 : Detail 2 on S3.0 call for 6 3/4" embedment at 1'-4" O.C. Page 1 of 1 WELDING OBSERVATION REPORT Report Number: CB22P095B.0029 Service Date: 10/17/23 Report Date: 10/23/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 General Information ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B James McCormick with Graves Construction requested Terracon be on site for the following services: welding observation. Structural steel is being constructed by Marriott Welding. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0930 and departed at 0330. The construction documents referenced for this observation include: Structural Plans dated 05/16/2023. Permit No: BCOM.2022-0058. Welding Observation Welder Qualification Welder Name Welder ID Matt Quilling 8664 * See below for details Additional Comments No welding was performed during this inspection. Process/Procedure Process Filler Metal Shielding/Flux FCAW NR-232 .072 WPS No. N/A Compliance Statement Based on our observations, structural steel construction activities at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Marriott Welding Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Tvler 6innins Hemel Start/Stop: Reviewed By: 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. DM030, 04-29-22 Rev.4 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0029 10/17/23 10/23/23 Structure (P1) Material being Processed (P2) Area of Work ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev.10 Page 1 of 1 POST -INSTALLED ANCHORS REPORT Report Number: CB22P095B.0030 Service Date: 10/17/23 Report Date: 10/24/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Project Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for adhesive anchor observation of the adhesive anchors being installed by Marriott Welding. Results of observation(s) performed today were reported to James McCormick with Graves Construction. The Terracon representative arrived at the site at 2130 and departed at 0400. The construction documents referenced for this observation include: Structural drawings dated 05/16/2023 Bulletin #1. Permit No: BCOM.2022- 0058. Anchor System Information The following adhesive types were used during today's observation: Adhesive No. ICC Report Adhesive Lot No. Exp. Date Time Until Referenced Full Cure 1 ESR-3127 Hilti-HY 200-R 15266429 06/30/2024 1 hr(s) Detail 11 on S3.0 Bulletin #1 Anchor Installation Anchor installation was observed utilizing the adhesive(s), noted above, as follows Adhesive Time Anchor Size Length & Spacing & No. Installed Locations Quantity & Type Embedment Edge Distance Status* (in.) (in.) 1 300 (1) Upper and lower kicker 12 3/4" All- 8" at lower N/A & N/A Complies brackets along line 1 Thread kickers and 10" at upper kicker & 5 * See below for more information Holes were cleaned prior to installation by: compressed air, brush. Ambient Temperature during observation was 721 F. Compliance Based on our observations and testing, the post -installed anchors referenced above appear to be in general accordance with the project documents. Services: Observe the Installation of Expansion Anchors into existing concrete. Terracon Rep.: John Bonafede, ICC/CWI Start/Stop: ** Reported To: James McCormick with Graves Construction Contractor: Marriott Welding Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Reviewed By: Tvler 6innins Hemel 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: L CB22P095B.0030 10/17/23 10/24/23 Structure (P1) Epoxy Used (P2) Hole Cleaning in Progress ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 r (P3) Upper Area I (P4) Lower Area CT0001, 10-16-13, Rev.10 Page 1 of 1 WELDING OBSERVATION REPORT Report Number: CB22P095B.0032 Service Date: 10/19/23 Report Date: 10/25/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for the following services: welding observation. Structural steel is being constructed by Marriott Welding. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0200 and departed at 1733. The construction documents referenced for this observation include: Structural plans dated 05/06/23. Permit No: BCOM.2022-0058. Welding Observation Welder Qualification Process/Procedure Welder Name Welder ID Process Filler Metal Shielding/Flux WPS No. Matt Quilling 8664 FCAW NR-232 N/A Adam McIntosh 2826 .072 Inspection Elevation Connection Type of Referenced Applicable * Compliance Status Type /Location Type Weld Documents Code Periodic (1) Roof, Strong Back Angle to Kicker Fillet Sheet S3.0, Detail AWS D1.1 In Progress Kickers along line 1 Bracket, Angle to 4 Bulletin #1 Joist Periodic (2) Level 1, Door Weld plate to Fillet, Flare- Sheet S3.0, Detail AWS D1.1 In Progress Frame Opening along HSS12 and HSS6 Bevel 5 Bulletin #1 lines 1/E.2-E.4 * See below for details Additional Comments Item #2 Weld plate configuration not per detail and the four angles are missing. Reference detail 5 on sheet S3.0. See picture attached. All parties were notified. Compliance Statement Based on our observations, structural steel construction activities at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Marriott Welding Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Tvler 6innins Hemel Start/Stop: Reviewed By: 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. DM030, 04-29-22 Rev.4 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0032 10/19/23 10/25/23 Structure (P1) Angle to Joist (P2) Angle to Kicker Bracket ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Area of Work (P4) Welding in Progress CT0001, 10-16-13, Rev.10 Page 1 of 2 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0032 10/19/23 10/25/23 Structure (135) Weld plate not configured correctly at door frame. Missing Angles ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev.10 Page 2 of 2 WELDING OBSERVATION REPORT Report Number: CB22P095B.0033 Service Date: 10/20/23 Report Date: 10/26/23 Task: Structure Client WD Partners Attn: Steve Dyer 7007 Discovery Blvd Dublin, OH 43017 ■ rerracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 Proiect Number: CB22PO95B General Information James McCormick with Graves Construction requested Terracon be on site for the following services: welding observation. Structural steel is being constructed by Marriott Welding. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0001 and departed at 0130. The construction documents referenced for this observation include: Structural Palms dated 05/06/23. Permit No: BCOM.2022-0058. Welding Observation Welder Qualification Process/Procedure Welder Name Welder ID Process Filler Metal Shielding/Flux WPS No. Adam McIntosh 2826 FCAW NR-232 N/A Matt Quilling 8664 .072 Inspection Elevation Connection Type of Referenced Applicable * Type /Location Type Weld Documents Code Compliance Status Periodic (1) Level 1, Door Weld Plate to Fillet, Flare- Sheet S3.0, Detail AWS D1.1 Does Not Comply Frame Opening along HSS12x to Bevel 5 &17 lines 1/E.2-E.4 HSS6x, Angle Clip to HSS12x to HSS6x Periodic (2) Roof, Strong Back Angle to Kicker Fillet Sheet S3.0, Detail AWS D1.1 Complies Kicker along line 1 Bracket, Angle to 11 Bulletin #1 Joist * See below for details Additional Comments Item (1) Weld plate configuration not per detail and the four angle clips welded 4 sides in lieu of 6. Reference detail 5 on sheet S3.0. All parties are notified. Item (2) Minor design change angle to the second joist (panel point)due to existing pipe. Diagonal angle at panel point was not used. Reference detail 17 note #1. Compliance Statement Based on our observations, structural steel construction activities at the above -referenced locations DID NOT appear to be completed in general accordance with the project plans and specifications. Services: Terracon Rep.: John Bonafede, ICC/CWI Reported To: James McCormick with Graves Construction Contractor: Marriott Welding Report Distribution: (1) WD Partners, Steve Dyer (1) City of La Quinta, CA, Jake Fuson (1) Graves Construction Leasing Inc, (1) Terracon Consultants, Inc., Brooke Tvler 6innins Hemel Start/Stop: Reviewed By: 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. DM030, 04-29-22 Rev.4 Page 1 of 1 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0033 10/20/23 10/26/23 Structure (P1) Weld Plate/Angle at HSS Door Frame (P2) Over area of Strong Back ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 (P3) Minor Panel Point Change Pipe Condition (P4) Welding at Panel Point CT0001, 10-16-13, Rev.10 Page 1 of 2 Photo Log Report Number: Service Date: Report Date: Task: CB22P095B.0033 10/20/23 10/26/23 Structure (P5) Panel Point Pipe Condition (P6) Typical Panel Point First Joist ■ Ferracon 1355 E Cooley Dr Colton, CA 92324-3954 909-824-7311 CT0001, 10-16-13, Rev10 Page 2 of 2 MASONRY OBSERVATIONS REPORT � �erracon Report Number: CB22P095B.0010 Service Date: 2023-09-20 Report Date: 2023-09-20 Task: Structure - 1 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 General Information James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Graves Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0730 and departed at 1500. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Vertical Construction Elevation Bond Beam Lintel Embedded Reinforcement Type /Location Reinforcement Reinforcement Comments Status Items Summary Summary Summary Walls (1) Course 7 #6 Bar, Grade N/A N/A N/A None In Progress thru 12/Wall 60, 2" Clearance, between grid Spacing @16", line C.9/0-1 Cells Clean Mortar Projections Good Walls (2) Course 7 N/A #5 Bar, Grade 60, N/A N/A None In Progress thru 12/Wall Clearance & between grid Spacing OK, Laps line C.9/0-1 at 32", Cells Clean Mortar Projections OK Vertical bar positioners were utilized. Referenced document(s) were Sheet S2.0, Detail 14. Additional Comments None. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. �1� John Bonafede, ICC/CWI Terracon Representative 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. CT0001, 10-16-13, Rev.10 Page 1 of 1 MASONRY OBSERVATIONS REPORT Report Number: CB22P095B.0008 Service Date: 2023-09-14 Report Date: 2023-09-14 Task: Structure - 1 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 General Information ■ rerracon James McCormick with Graves Construction requested Terracon be on site for reinforcing steel observation of the following elements: walls. These elements are being constructed by Ampro Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0800 and departed at 1000. The construction documents referenced for this inspection include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Observations Construction Elevation Vertical Reinforcement Type /Location Summary Walls (1) 6 courses #6 bar, grade west 60, 2", 16", OK, elevation/Wall Good, Good s at lines F/0- 1, 0/F-C.9 Bond Beam Lintel Embedded Reinforcement Reinforcement Items Comments Status Summary Summary #5 Bar, Grade 60, N/A NA NC19 One Touch Steel Complies Good, 32", Good, Rebar Couplers used in Good lieu of vertical lap. See observation report dated 05/16/23 Vertical bar positioners were utilized. Referenced document(s) were Sheet S0.1, Detail 14. Additional Comments NC19 One Touch Steel Rebar Couplers used in in lieu of course 1 thru 6 vertical lap. See observation report dated 05/16/23. Compliance Statement Based on our observations, masonry activities observed at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. John Bonafede, ICC/CWI Terracon Representative 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. CT0001, 10-16-13, Rev.10 Page 1 of 1 REINFORCING STEEL OBSERVATIONS REPORT Report Number: CB22P095B.0012 Service Date: 2023-09-21 Report Date: 2023-09-21 Task: Structure - 1 Project Home Depot TRC Store #6630 - La Quinta, CA 79900 Highway 111 La Quinta, CA 92570 General Information ■ rerracon James McCormick with Graves Construction requested Terracon to be on site for reinforcing steel observation of the following elements: columns, walls. These elements are being constructed by On Point engineering Construction. The results of observation(s) for today were reported to James McCormick with Graves Construction. The Terracon representative arrived on site at 0700 and departed at 0930. The construction documents referenced for this observation include: Structural plans dated 5/16/2023. Permit No: BCOM.2022-0058. Reinforcing Steel Terracon observed reinforcing steel detailed below for the following items (as applicable): grade, configuration, size, lap length, quantity, spacing, tying, clearances, steel condition and embedded items. Element Location Referenced Documents Status Comments Columns (1) 2 Column footing grid Sheet S2.0, Detail 17 Complies Reference observation report dated lines 1/E-E.5 09/20/23 Walls (2) Wall infill grid line 1/E.8 Sheet S2.0, Detail 17 Complies None Compliance Statement Based on our observations, reinforcing steel at the above -referenced locations appeared to be completed in general accordance with the project plans and specifications. John Bonafede, ICC/CWI Terracon Representative 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. DDM022, 04-29-22 Rev.7 Page 1 of 1 CERTIFICATE OF ACCEPTANCE DRC--LTI-02.3 LiAting Control Project Dame: HD TRC JFnforcmmt Agency: CITY OF La QLiYrA Permit Dumber: BCOM2022-00:8 Project Address: 79900 HRH' 111 Cin: La Quinta I Zip Code: 922:3 Compliance Results: COMPLIES Enforcement Agency Use: Checked by/Date SHUT-OFF LIGHTING CONTROL ACCEPTANCE DOCUMENT Intent: This document is used to demonstrate compliance with acceptance requirements in §130.4(a)4 and Reference Nonresidential Appendix NA7.6.2 for shut-off lighting controls. Attach additional sets of pages 1 through 2, as required, for all controls that must be tested. Indicate all types of shut-off controls tested for this project: r Automatic time switch lighting controls (Sections A-1 and B-1 of this document should be completed) r Occupant sensing lighting controls (including occupant sensors, partial -ON occupant sensors, partial -OFF occupant sensors, and/or vacancy sensors) (Sections A-2 and B-2 of this document should be completed) A-1. Automatic Time Switch Lighting Control Construction Inspection (NA7.6.2.4) r a. Automatic time switch controls are programmed with acceptable weekday, weekend, and holiday (if applicable) schedules. (NA7.6.2.4(a), §110.9(b)lAii, §130.1(c)lA, §130.1(c)4) r b. Document for the owner weekday, weekend, and holidays schedules, as well as all set-up and preference program settings. (NA7.6.2.4(b)) r c. The correct time and date are properly set in the time switch. (NA7.6.2.4(c)) d. The battery backup (if applicable) is installed and energized. (NA7.6.2.4(d), §110.9(b)1) (✓ e. Override time limit is no more than 2 hours. (NA7.6.2.4(e), §110.9(b)lAi, §130.1(c)3B) OR The automatic time switcl control's override time is exempt from the 2-hour limit. (EXCEPTION to §130.1(c)36) r f. Override switches remote from area with controlled luminaires have annunciator lights. (NA7.6.2,4(f), §130.1(c)3A, §130.1(a)) OR The manual override switch is exempt from being in the same enclosed area with the lighting it controls. (EXCEPTION 1 to §130.1(a)2) onstruction Inspection Compliance: 0 Complies r Does Not Comply CAL TP California Advanced Lighting Controls Training Program CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance This is page I of 5 CERTIFICATE OF ACCEPTANCE NRCA-L 22-A Lighting Control Project Name: HD TRC IlEnforcemetit Agency: CrrY OF LA QuiNTA jPennit Number. BCOM 2022-0058 Project Address: 79900 Hwy 111 110ty La Quinta Zip Code: 9 2253 B-1. Automatic Time Switch Lighting Control Functional Testing (NA7.6.2.5) Confirm compliance (Y - yes / N - no) for the control being tested, Building: 1 Floor: 1 Room: Retail Showroom Control: Time Base Step 1: Simulate Occupied Condition. (NA7.6.2.5(all F- a. All lights can be turned on and off by their respective area control switch. (NA7.6.2.5(a)1) F- b. The switch only operates lighting in the enclosed space (ceiling -height partitioned area) in which the switch is located. ;NA7.6.2.5(a)2, §130.1(c)1C) r c. For the area controlled by an automatic time switch control with a time override located in and for the area, the lighting can bF turned on manually by initiating the time override. The lighting is configured to remain on for no more than 2 hours, unless the are_ is exempt from the 2-hour time override limit. (NA7.6.2.5(a)3, §110.9(b)lAi, §130.1(c)3B, EXCEPTION to §130.1(c)3B) F- d. For the area controlled by an automatic time switch control with an automatic holiday shut-off feature, the lighting in the area an be turned off automatically by initiating the holiday shut-off. (NA7.6.2.5(a)4, §110.9(b)lAii, §130.1(c)4) OR The automatic time switch control is exempt from incorporating an automatic holiday shut-off feature. (EXCEPTION to §130.1(c)4) F_ =. For the area controlled by an automatic time switch control with manual -on mode configured, the lighting in the area can be turned on manually when it is manually activated. (NA7.6.2.5(a)5, §130.1(c)1E) OR The automatic time switch control does not include or utilize a manual -on mode. (§130.1(c)1E) step 2: Simulate unoccupied condition. (NA7.6.2.5(b)) r a. All non-exempt lighting turns off in accordance with the programmed time switch schedules. (NA7.6.2.5(b)l, §130.1(c)1A) r b. Manual override switch allows only the lights in the enclosed space (ceiling height partitioned) where the override switch is located to turn on or remain on until the next scheduled shut off occurs. (NA7.6.2.5(b)2, §130.1(c)1C, §130.1(c)3) Functional Testing Compliance: C•' Complies r Does Not Comply Building: 1 Floor: 1 Room: Maint Room Control: Time Base C�� \` TP California Advanced Lighting Controls Training Program CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance This is page 2 of 5 CERTIFICATE OF ACCEPTANCE NRCA-LTI-02-A Lighting Control Project Name: HD TRC IlEnforcement Agency. CITY OF LA QUINTA jPmnit Number. BCOM 2022-0058 Project Address: 79M Hwy 111 110ty La Quinta Zip Code: 9 2253 clam- ' - Simulate Occupied Condition. (NA7.6.2.5(a)) a. All lights can be turned on and off by their respective area control switch. (NA7.6.2.5(a)l) r b. The switch only operates lighting in the enclosed space (ceiling -height partitioned area) in which the switch is located. ,NA7.6.2.5(a)2, §130.1(c)1C) F- For the area controlled by an automatic time switch control with a time override located in and for the area, the lighting can b- turned on manually by initiating the time override. The lighting is configured to remain on for no more than 2 hours, unless the are_ is exempt from the 2-hour time override limit. (NA7.6.2.5(a)3, §110.9(b)lAi, §130.1(c)3B, EXCEPTION to §130.1(c)3B) r J. For the area controlled by an automatic time switch control with an automatic holiday shut-off feature, the lighting in the area can be turned off automatically by initiating the holiday shut-off. (NA7.6.2.5(a)4, §110.9(b)lAii, §130.1(c)4) OR The automatic time switch control is exempt from incorporating an automatic holiday shut-off feature. (EXCEPTION to §130.1(c)4) e. For the area controlled by an automatic time switch control with manual -on mode configured, the lighting in the area can b- turned on manually when it is manually activated. (NA7.6.2.5(a)S, §130.1(c)1E) OR The automatic time switch control does not include or utilize a manual -on mode. (§130.1(c)1E) Step 2: Simulate unoccupied condition. (NA7.6.2.5(b)) F a. All non-exempt lighting turns off in accordance with the programmed time switch schedules. (NA7.6.2.5(b)l, §130.1(c)1A) b. Manual override switch allows only the lights in the enclosed space (ceiling height partitioned) where the override switch is located to turn on or remain on until the next scheduled shut off occurs. (NA7.6.2.S(b)2, §130.1(c)1C, §130.1(c)3) Functional Testing Compliance: C- Complies r Does Not Comply C�� \` TP California Advanced Lighting Controls Training Program CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance This is page 3 of 5 CERTIFICATE OF ACCEPTANCE NRCA-L 22-A Lighting Control Project Name: HD TRC IlEnforcemew Agency: Crry OF LA QuiNTA JPernit Number. BCOM 2022-0058 Project Address: 79M Hwy In 110ty. La Quinta Zip Code: 92 553 A-2. Occupant Sensing Lighting Control Construction Inspection (NA7.6.2.2)) r a. Occupant sensors have been located to minimize false signals. (NA7.6.2.2(a)) r b. Occupant sensors are located no closer than four (4) feet from any HVAC diffuser. (NA7.6.2.2(b)) r c. Passive infrared sensor pattern does not enter into adjacent zones. (NA7.6.2.2(c)) r d. Occupant sensors do not encounter any obstructions that could adversely affect desired performance. (NA7.6.2.2(d)) r e. Ultrasonic occupant sensors do not emit audible sound. (NA7.6.2.2(e), §110.9(b)6Bii) onstruction Inspection Compliance: 6 Complies r Does Not Comply 6-2. Occupant Sensing Lighting Control Functional Testing (NA7.6.2.3) Confirm compliance (Y - yes / N - no) for the control being tested. C�� \` TP California Advanced Lighting Controls Training Program CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance This is page 4 of 5 rrc-,f ohms ELECTRIC PO BOX 3329 BAKERSFIELD, CA 93385 GRAVES CONSTRUCTION GROUP SERVICES, INC 27162 BURBANK FOOTHILL RANCH, CA 92610 re: HOME DEPOT- TOOL RENTAL CENTER #6630 LA QUINTA As a licenced California Electrical Contractor, I, Darrel Dahms CSLB 620305 certify that all lugs were torqued to manufacturers specifications at Home Depot #6630- Tool Rental Center project in La Quinta, CA. regards, 0 Darrel Dahms 620305 1515 E 19th Street Bakersfield, CA 93305 661-325-3261 12/14/202.3 PO Box 3329 Bakersfield, CA 93385 CERTIFICATE OF ACCEPTANCE NRCA-LTI-02-A Lighting Control Project Name: HD TRC IlEnforcernew Agency: CITY OF LA QuiNTA jPernit Number. BCOM 2022-0058 Project Address: 79M Hwy in JjCirf. La Quinta Zip Code: 92 553 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Acceptance documentation is accurate and complete. - ocumentation Author Company Name .ame Mike Hunter Valley Construction Specialties -ddress City/State/Zip 3514 morgan pl Bakersfield, CA 93311 hone CEA/ATT Certification (661)340-4960 Identification (if TC-A813879 applicable) -uthor Signature - ate of Signature: 12.!13.I2023 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the lays of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. I am the person vho performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies vAth the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed an signed by the responsible builder./installer and has been posted or made available vAth the building permit(s) issued for the building. =ield Technician Name Company Name Mike Hunter Valley Construction Specialties -ddress: City/State/Zip 3514 morgan pl Bakersfield, CA 93311 -hone ATT Certification (661)340-4960 Identification TC-A813879 osition oath Company Field Technician Signature Title) Ovmer 10 - ate of Signature: 12/13/2023 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certif, the follovAng under penalty of perjury, under the lav,s of the State of California: 1. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibilitj for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of vork identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies_ vAth the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and _ posted or made available vAth the building permit(s) issued for the building. 5. I vAll ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available vAth the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included Wth the documentation the builder provides to the building ovmer at occupancy. =.esponsible Acceptance Company Name -erson Name Mike Hunter Valley Construction Specialties -ddress; City/State/Zip 3514 morgan pl Bakersfield, CA 93311 -hone CSLB License (661)340-4960 774044 :osition vath Company Responsible Acceptance Person Signature Title) Ovmer A Signature: 12.! 13.112023 C�� \` TP California Advanced Lighting Controls Training Program CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance This is page 5 of 5 CERTIFICATE OF INSTALLATION NRCI-LTI 02-E FMCS or Lighting Control System Project Name: HD TRC JEnforcemeW Agency. CITY OF LA QUINTA JlPmnit Number. BCOM 2022-0058 Project Address: 79900 Hwy 111 110ty La QuinU Zip Code: 92253 INDOOR LIGHTING General Information - _iilding Type: F Nonresidential r High -Rise Res (Common Area) r Hotel/Motel (Common Area) Phase of Construction: r New Construction r Addition r Alteration r Unconditioned ��_ope of Responsibility Snter the date of approval by enforcement agency of the Certificate of Compliance that provides the specifications for the energy efficiency measures for the scope of responsibility for this Installation Certificate. Date: 10/1/2022 12:00:00 AM §130.4(b) Before an Energy Management Control System (EMCS), or Lighting Control System can be recognized for compliance with the lighting control requirements in Part 6 of Title 24, the person who is eligible under Division 3 of the Business and Professions Code to accept responsibility for the construction or installation of features, materials, components, or manufactured devices shall sign and submit this Installation Certificate. If any of the requirements in this Installation Certificate fail the Energy Management Control System or Lighting Control System installation requirements, these options for controlling lighting shall not be recognized for compliance with the Building Energy Efficiency Standards. Check all that apply PART 1 What type of Lighting Control System has been installed? r A. Energy Management Control System (EMCS) - Is a computerized control system designed to regulate the energy consumption of a building by controlling the operation of energy consuming systems, such as the heatinq, ventilation and air conditioning (HVAC), lighting, and water heating systems, and is capable of monitoring environmental and system loads, and adjusting HVAC operations in order to optimize energy usage and respond to demand response signals. r The Energy Management Control System has been installed to function as a lighting control required by Part 6 and functionally meets all applicable requirements for each application for which it is installed, in accordance with Sections 110.9, 130.0 through 130.S, <a href='http://energycodeace.com/content/reference-ace-2013-tool' target ='_blank'>140.6</a> through 150.0, and 1S0.2; and complies with Reference Nonresidential Appendix NA7.7.2. F10— The EMCS has been separately tested for each respective lighting control system for which it is installed tc function as. 70 B. Lighting Control System - Requires two or more components to be installed in the building to provide all of the functionality required to make up a fully functional and compliant lighting control. C�� \` TP California Advanced Lighting Controls Training Program This is page 1 of 6 CERTIFICATE OF INSTALLATION NRCI-LTI 02-E EWS or Lighting Control System Project Name: HD TRC JEnforcemeW Agency. CITY OF LA QUINTA JJPmnft Number. BCOM 2022-0058 Project Address: 79900 Hwy 111 110ty La Quinta I Zip Code: 92253 r The installed Lighting Control System complies with the requirements checked below; and all components of the system considered together as installed meet all applicable requirements for the application for which they are installed as required in Sections 130.0 through 130.5, Sections <a href='http://energycodeace,com/content/reference- ace- 2013-tool' target ='_blank'>140,6</a> through 140.8, Section 141.0, and Section 1S0.0(k). PART 2 Lighting Control Functional requirements: Check all that apply when verifying the installation of an EMCS or Lighting Control System. r A. All lighting controls and equipment have been installed in accordance with the manufacturer's instructions. r B. The manufacturer has provided instructions for calibration. I7 C. If indicator lights are integral to any components, such indicator lights consumes no more than 1 watt of power per indicator light. r D. Components that are regulated by the Title 20 Appliance Efficiency Regulations have been certified to the Energy Commission. r E. The EMCS or Lighting Control System functions as one or more of the Time -Switch Lighting Controls checked below, and complies with all of the following requirements: r 1. Automatic Time -Switch Controls meeting all requirements for Automatic Time Switch Control devices in the Title 20 Appliance Efficiency Regulations, including the requirements below: <br />a. Residential automatic time -switch controls have program backup capabilities that prevent the loss of the device's schedule for at least 7 days, and the device's date and time for at least 72 hours if power is interrupted. <br />b. Commercial automatic time -switch controls meet the following requirements: <br />i. Has program backup capabilities that prevent the loss of the device's schedule for at least 7 days, and the device's date and time for at least 72 hours if power is interrupted<br />ii. Is capable of providing manual override to each connected load and shall resume normally scheduled operation after manual override is initiated within 2 hours for each connected load and<br />iii. Incorporates an automatic holiday shutoff feature that turns off all connected loads for at least 24 hours and then resumes normally scheduled operation. r 2. Astronomical Time -Switch Controls meeting all requirements for Astronomical Time -Switch Control devices in the Title 20 Appliance Efficiency Regulations, including the requirements below: <br />a. Meets the requirements of an automatic time -switch control<br />b. Has sunrise and sunset prediction accuracy within plus -or -minus 1S minutes and timekeeping accuracy within S minutes per year<br />c. Is capable of displaying date, current time, sunrise time, sunset time, and switching times for each step during programming<br />d. Has an automatic daylight savings time adjustment; and<br />e. Has the ability to independently offset the on and off for each channel by at least 99 minutes before and after sunrise or sunset. r 3. Multi -Level Astronomical Time -Switch Controls, in addition to meeting all of the requirements for Astronomical Time -Switch Controls, includes at least 2 separately programmable steps per zone. r F. The EMCS or Lightinq Control System functions as one or more of the Daylighting Controls listed below: C�� \` TP California Advanced Lighting Controls Training Program This is page 2 of 6 CERTIFICATE OF INSTALLATION NRCI-LTI 02-E EWS or Lighting Control System Project Name: HD TRC JEnforcemeW Agency. CITY OF LA QUINTA JJPmnft Number. BCOM 2022-0058 Project Address: 79900 Hwy 111 110ty La Quinta I Zip Code: 92253 r 1. Automatic Daylight Controls meet all requirements for Automatic Daylight Control devices in the Title 20 Appliance Efficiency Regulations, including the following: <br />a. Is capable of reducing the power consumption in response to measured daylight either directly or by sending and receiving signals; <br />b. If the system includes a dimmer, complies with the Dimmer Control device requirements in the Title 20 Appliance Efficiency Regulations. <br />c. Automatically return to its most recent time delay settings within 60 minutes when put in calibration mode;<br />d. Has a set point control that easily distinguishes settings to within 10 percent of full scale adjustment; <br />e. Has a light sensor that has a linear response within 5 percent accuracy over the range of illuminance measured by the light sensor; <br /A Has a light sensor that is physically separated from where the calibration adjustments are made, or is capable of being calibrated in a manner that the person initiating the calibration is remote from the sensor during calibration to avoid influencing calibration accuracy; and<br />g. Complies with the Title 20 requirements for photo controls if the system contains a photo control component. r 2. Photo Controls meet all requirements for Photo Control devices in the Title 20 Appliance Efficiency Regulations, including the following that it does not have a mechanical device that permits disabling of the control. r G. The EMCS or Lighting Control System functions as a Dimmer and meets all requirements for a Dimmer Control device in the Title 20 Appliance Efficiency Regulations, including the following: <br />1. Is capable of reducing power consumption by a minimum of 6S percent when the dimmer is at its lowest level;<br />2. Includes an off position which produces a zero lumen output; and<br />3. Does not consume more than 1 watt per lighting dimmer switch leg when in the off position. <br />4. Dimmer controls that can directly control lamps provide electrical outputs to lamps for reduced flicker operation through the dimming range so that the light output has an amplitude modulation of less than 30 percent for frequencies less than 200 Hz without causing premature lamp failure.<br />S. If designed for use in three way circuits is capable of turning lights off, and to the level set by the dimmer if the lights are off. r H. The EMCS or Lighting Control System meets the following requirements: <br />1. Is capable of automaticalF, turning off controlled lights in the area no more than 30 minutes after the area has been vacated;<br />2. Alloys all lights to be manually turned off regardless of the status of occupancy; and<br />3. Has a visible status signal that indicates that the device is operating properly, or that it has failed or malfunctioned. The visible status signal may have an override switch that turns off the signal. <br />4. All occupant sensing devices that utilize ultrasonic radiation for detection of occupants meet the Ultrasound Maximum Decibel Values in the Title 20 Appliance Efficiency Regulations<br />S. All occupant sensing devices that utilize microwave radiation for detection of occupants meet the radiation requirements in the Title 20 Appliance Efficiency Regulations<br />6. Occupant sensing devices incorporating dimming comply with the requirements for dimmer controls in the Title 20 Appliance Efficiency Regulations<br />7. The EMCS or Lighting Control System functions as one or more of the Occupant Sensing Controls Checked Below: r a. Occupant Sensors meeting all applicable requirements for Occupant Sensor Control devices in the Title 20 Appliance Efficiency Regulations r b. Motion Sensors meeting all applicable requirements for Motion Sensor Controls devices in the Title 20 Appliance Efficiency Regulations, including that motion sensors are rated for outdoor use. r c. Vacancy Sensors meeting all applicable requirements for Vacancy Sensor Controls devices in the Title 20 Appliance Efficiency Regulations, including the following: <br />i. Does not turn on lighting automatically and does not incorporate DIP switches, or other manual means, for conversion between manual and automatic functionality; <br />ii. Has a grace period of no more than 30 seconds and no less than 1S seconds to turn on lighting automatically after the sensor has timed out; and<br />iii. Does not have an override switch that disables the sensor. C�� \` TP California Advanced Lighting Controls Training Program This is page 3 of 6 CERTIFICATE OF INSTALLATION NRCI-LTI 02-E EWS or Lighting Control System Project Name: HD TRC jEnforcemew Agency: CITY OF LA QUINTA jjPmnft Number. BCOM 2022-0058 Project Address: 79900 Haw 111 lCity. La QWnta I Zip Code: 92253 r d. Partial -ON Sensors meeting all applicable requirements for partial on sensing devices in the Title 20 Appliance Efficiency Regulations, including the following: <br />i. Has two poles each with automatic -off functionality; <br />ii. Has one pole that is manual -on and does not incorporate DIP switches, or other manual means, for conversion between manual and automatic functionality; and<br />iii. Has one pole that is automatic -on and is not be capable of conversion by the user to manual -on functionality. r e. Partial -OFF Sensors meet all applicable requirements for partial off sensing devices in the Title 20 Appliance Efficiency Regulations, including the following: <br />i. Has two poles; <br />ii. Has one pole that is manual -on and manual off; and<br />in. Has one pole that is automatic -on and automatic -off and is not capable of conversion by the user to manual -on only functionality. r f. Occupant Sensing Control systems consist of a combination of single or multi -level Occupant, Motion, or Vacancy Sensor Controls, and all components installed to comply with manual -on requirements are not capable of conversion by the user from manual -on to automatic -on functionality. PART 3 Requirements for which the control is being installed to complied with: Identify all requirements in the Standards for which the EMCS or Lighting Control System is installed to function as and complie_ with: Check all that are applicable. r A. Section 130.1(a) Area Controls. r B. Section 130.1(b) Multi -Level Lighting Controls pr C. Section 130.1 (c) Shut -OFF Controls r D. Section 130.1 (d) Automatic Daylighting Controls. r E. Section 130.1 (e) Demand Responsive Controls. r F. Section 130.5 (d) Circuit Controls for 120-Volt Receptacles. r G. To qualify for the PAF for a Partial -ON Occupant Sensing Control in TABLE 140.6-A r H. To qualify for the PAF for an occupant sensing control controlling the general lighting in large open plan office areas above workstations, in accordance with TABLE 140.6-A r I. To qualify for the PAF for a Manual Dimming System PAF or a Multiscene Programmable Dimming System PAF in TABLE 140.6-A r J. To qualify for the PAF for a Demand Responsive Control in TABLE 140.6-A C�� \` TP California Advanced Lighting Controls Training Program This is page 4 of 6 CERTIFICATE OF INSTALLATION NRCI-LTI 02-E EhICS or Lighting Control System Project Name: HD TRC jEnforcemew Agency. CITY OF LA QUINTA JjPmnit Number. BCOM 2022-0058 Project Address: 79900 Hwy 111 City. La Quinta I Zip Code: 92253 r K. To qualify for the PAF for Combined Manual Dimming plus Partial -ON Occupant Sensing Control in TABLE 140.6-A C�� \` TP California Advanced Lighting Controls Training Program This is page 5 of 6 CERTIFICATE OF INSTALLATION NRCI-LTI 02-E EWS or Lighting Control System Project Name: HD TRC lEnforcernew Agency: CITY OF LA QUBVTA IlPmnk Number. BCOM 2022-0058 Project Address: 79900 Hwy ill 110ty. La Quinta I Zip Code: 92253 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Acceptance document is accurate and complete. - ocumentation Author Mike Hunter Company ame -ddress City -EA/ATT Certification dentification (if pplicable) RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the follovnng under penalty of perjury, under the lava of the State of California: 1. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, :onstruction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies vnth the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed is posted or made available vnth the building permit(s) issued for the building. 5. I vrill ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available vdth the building permits) issued for the 'ouilding, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included vnth the documentation the builder provides to the building ovmer at occupancy. __ponsible Acceptance Company Name -erson Name Mike Hunter ValleyConstruction Specialties ddress: City 3514 morgan pl Bakersfield -ip Code Phone 93311 (661)340-4980 -SLB License Position vAth Company 774044 (Title) Ovmer -esponsible Acceptance Person Signature =te of Signature: 12.+ 13;'2023 C�� \` TP California Advanced Lighting Controls Training Program This is page 6 of 6 CERTIFICATE OF INSTALLATION NRCI-Ln of-E Indoor Ligbtmg Project Name: HD TRC IlEnforcement Agency. CITY OF LA QUBVTA jPmiit Number: BCOM 2022-0058 Project Address: 79M Hwy 111 IlCiy. La Quinta IZip Code: 92253 General Information uilding Type: r Nonresidential r High -Rise Res (Common Areal r Hotel/Motel (Common Area) -,hase of Construction: r New Construction r Addition r Alteration r Unconditioned Scope of Responsibility -er the date of approval by enforcement agency of the Certificate of Compliance that provides the specifications for the energy efficiency measures for the scope of responsibility for this Installation Certificate. Date: 10/1/2022 12:00:00 AM C�� \` TP California Advanced Lighting Controls Training Program This is page 1 of 2 CERTIFICATE OF INSTALLATION NRCI-LTI-01-E Indoor Lighting Project Name: HD TRC IlEnforcernew Agency: CITY OF LA QUBVTA IPmnk Number: BCOM 2022-0058 Project Address: 79M Hwy 111 JjCirf. La Quinta Zip Code: 92253 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Acceptance document is accurate and complete. - ocumentation Author Company Name ame Mike Hunter Valley Construction Specialties -ddress 3514 Morgan Place city BAKERSFIELD 'ip Code Phone 93311 (661)340-4980 -EA!ATT Certification Author Signature dentification (if TC-AS13879 pplicable) -ate of Signature: 12.!13.!2023 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the folloving under penalty of perjury, under the lays of the State of California: 1. I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). 3. The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies ,nth the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. a. I have confirmed that the Certificates) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed and is posted or made available vnth the building permits) issued for the building. 5. I vAll ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available vAth the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included vdth the documentation the builder provides to the building ovmer at occupancy. =esponsible Acceptance Company Name -arson Name Mike Hunter Valley Construction Specialties -ddress: City 3514 Morgan Place BAKERSFIELD =ip Code Phone 93311 (661)340-4980 SLB License Position vdth Company 774044 (Title) Ovmer esponsible Acceptance Person Sign ure L -ate of Signature: 12/13/2023 C�� \` TP California Advanced Lighting Controls Training Program This is page 2 of 2 CERTIFICATE OF ACCEPTANCE rR - LTO-02 .a Outdoor Lighting Control Project Dame: HD TRC JFnforcmmt Agency: CITY OF LA QLiN-rA Permit Dumber: BCOM2022-00:8 Project Address: 79900 HRH' 111 Croy: La Q=ta I Zip Code: 922:3 Compliance Results: COMPLIES Enforcement Agency Use: Checked by/Date OUTDOOR LIGHTING ACCEPTANCE TESTS Intent: This document is used to demonstrate compliance with acceptance requirements in §130.4(a)6 and Reference Nonresidential Appendix NA7.8 for outdoor lighting controls. Attach additional sets of pages 1 through 3, as required, for all controls that must be tested. Indicate all types of outdoor lighting controls tested for this project: r Photo controls (Sections A-1 and B-1 of this document should be completed) r Automatic scheduling controls (excluding automatic scheduling controls used in conjunction with motion sensors) (Sections A-2 and B-2 of this document should be completed) r Automatic scheduling controls and motion sensors used in conjunction (Sections A-3 and B-3 of this document should be completed) A-1. Photo Control Construction Inspection (NA7.8.3) r a. The photo control is installed. (NA7.8.3) -onstruction Inspection Compliance: r Complies G Does Not Comply A-2. Automatic Scheduling Control Construction Inspection (NA7.8.7) r a. The automatic scheduling control is installed. (NA7.8.7(a)) r b. The automatic scheduling control is programmed with ON and OFF schedules that match the schedules in the construction documents. OR If the schedule is unknown, the programmed schedule matches the default schedule where the OFF schedule is from 12:00 A.M. to 6:00 A.M. and the ON schedule is all other night time hours, 7 days per week. (NA7.8.7(b)) P- c. Demonstrate and document the lighting control programming including ON and OFF schedules for weekdays, weekends, and holidays (if applicable). (NA7.8.7(c)) F- d. The correct time and date are properly set in the control. (NA7.8.7(d)) istrUCtion Inspection Compliance: C- Complies r Does Not Comply B-2. Automatic Scheduling Control Functional Testing (NA7.8.8) Confirm compliance (Y - yes / N - no) for the control being tested Building: 1 Floor: 1 Room: Outdoor Lights Control: Photo / Astronomic CAL TP California Advanced Lighting Controls Training Program CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance This is page 1 of 3 CERTIFICATE OF ACCEPTANCE CA-LTO-02-A Outdoor Lighting Cool Project Name: HD TRC jEnforcentent Agency. CITY OF LA QUINTA IlPennit Number. BCOM 2022-0058 Project Address: 79900 Hwy 111 City. La Quinta Zip Code: 92253 During daytime simulation, all controlled outdoor lighting is turned off. (NA7.8.8(a), §130.2(c)1) Y b. During nighttime simulation, all controlled outdoor lighting is turned on in accordance with the programmed schedule. (NA7.8.8(b)) -. During nighttime simulation, the power of controlled outdoor lights is turned off or reduced by at least 50°o in accordance with the programmed schedule. (NA7.8.8(c)) Functional Testing Compliance: C• compli s r Does Not Comply A-3. Automatic Scheduling Control and Motion Sensor Construction Inspection (NA7.8.7) r a. The automatic scheduling control is installed. (NA7.8.7(a)) r" b. The automatic scheduling control is programmed with ON and OFF schedules that match the schedules in the ,nstruction documents. OR If the schedule is unknown, the programmed schedule matches the default schedule where the OFF schedule is from 12:00 A.M. to 6:00 A.M. and the ON schedule is all other night time hours, 7 days per week. (NA7.8.7(b" f c. Demonstrate and document the lighting control programming including ON and OFF schedules for weekdays, weekends, 1 holidays (if applicable). (NA7.8.7(c)) d. The correct time and date are properly set in the control. (NA7.8.7(d)) r e. The motion sensor has been located to minimize false signals. (NA7.8.7(a)) r f. The motion sensor is not triggered by motion outside of controlled area. (NA7.8.7(b)) r g. The desired motion sensor coverage is not blocked by obstructions that could adversely affect performance. (NA7.8.7(c)) onstruction Inspection Compliance: r Complies fe Does Not Comply C�� \` TP California Advanced Lighting Controls Training Program CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance This is page 2 of 3 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 - TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD FORM STORED (Specify CLASSES ID PRODUCT NAME SDS CHEMICAL NAME % CAS # (liquid/solid/ (gallons or LOCATION (List All Open or aerosol) pounds)1,2 Closed) 1 Classes) Benzyl Alcohol 40 - 60 100 -51 -6 1 Airlessco Magic Clean SDS 2-butoxylethanol 1-3 111-62-2 Liquid 10 gal -- TRC CLIH-B, IRR, Potassium Oleate 0.1 - 1 205-590-5 OHH Airlessco Pump 2 Conditioner(Higher SDS Mixture Not Specified Liquid 1 gal -- TRC IRR Specified Volume TRC N-Hexane 10 - 30 110-54-3 Hydrotreated Heavy Paraffinic Distillate 10 - 30 64742-54-7 Propane 10 - 30 74-98-6 AER02, IRR, 3 Airlessco Stay Clean SDS Acetone 10 - 30 67-64-1 Aerosol 2 lb -- TRC CAR,OHH N-Butane 5 - 10 106-97-8 Isobutane 5 - 10 75-28-5 Titanium Dioxide 1-6 13463-67-7 Airlessco Throat Seal 4 Oil Paint Sprayer SDS Distillates (petroleum), hydrotreated heavy 50 - 100 64742-54-7 Liquid 1 gal -- TRC CLIII-B paraffinic 265-157-1 Lubricant Blue Star Pressure Propylene Glycol 50 - 60 57-55-6 5 SDS Water 40 - 50 7732-18-5 Liquid 1 gal -- TRC CLIII-B Washer Pump Saver Corrosion Inhibitor 2-5 Proprietary Mi-T-M Compressor 64742-47-8 6 SDS Base Oil(s) >10 64742-54-7 Liquid 2 gal -- TRC CLIII-B, OHH Oil 72623-86-0 Page 1 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 -TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD ID PRODUCT NAME SDS CHEMICAL NAME % CAS # FORM D STORED (Specify LOCATION CLASSES (liquid/solid/ (galor Open or List All aerosol) pounds)1,2 Closed) 1 Classes) 7 Clorox Bleach SDS Sodium hypochlorite 5 - 10 7681-52-9 Liquid 2 gal -- TRC COR Dithylene Glycol Monobutyl Ether 20 - 40 112-34-5 Distillate (petroleum), Hydrotreated Light 20 - 40 64742-47-8 Sprayway D3 Citrus Acetone 10 - 20 67-64-1 AERO3, IRR, 8 SDS Carbon Dioxide 2.5 - 10 124-38-9 Aerosol 1 lb -- TRC Degreaser d-Limonene 2.5 - 10 5989-27-5 SEN, OHH Ethoxylated Alcohol 2.5 - 10 34398-01-1 Other components below reportable levels 10 - 20 N/A Refined petroleum oil, hydrotreated heavy Fluid Film Aerosol paraffinic 40 - 80 64742-54-7 9 (comparable to WD40 SDS Petroleum gases, liquified, sweetened 1 - 25 68476-86-8 Aerosol 1 lb -- TRC AERO3 / PB Blaster) Benzenesulfonic Acid, Di-C 10- 1 8-alkyl 1 - 10 93820-57-6 derivs., calcium salts Water Sodium Tetraborate Dodecyl mercaptan, ehoxylated 35 - 45 -18-5 Dipropylene Glycol Methyl Ether Gardner Ultrasonic Nonyl Pehnoxy Ethyleneoxy Ethanol 1- 2 1303303- 10 SDS 1-5 9004-83-4 -5 Liquid 1 gal -- TRC IRR cleaning solution Ethoxylated Propoxylated C8 -C10 Alchohols 10 - 20 34590-94-8 1 - 10 9016-45-9 Surfactant Sodium Hydroxide Isopropyl Alcohol Page 2 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # I -TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD ID PRODUCT NAME SDS CHEMICAL NAME % CAS # FORM D STORED (Specify LOCATION CLASSES (liquid/solid/ (galor Open or List All aerosol) pounds)1,2 Closed) 1 Classes) Gunk Electronic 70 - 80 l 1 Cleaner (comparable SDS Heptane 20 - 30 142-82-5 Aerosol I lb -- TRC AER02, IRR, 1,1-difluoroethane 75-37-6 OHH to P1) molybdenium (IV) sulfide 12 HILTI FETT Grease SDS Zinc bis[0,0)-bis(2-ethylhexyl)] 2.5 - 5 1317-33-5 Solid 1 lb -- TRC IRR, OHH bis(dithiophosphate) 1 - 2.5 4259-15-8 Petroleum Distillates (Hydrotreated Heavy 60 - 100 64742-52-5 Naphthenic) Imperial Supplies Air Petroleum Distillates (Stoddard Solvent) 10 - 30 8052-41-3 CLII, IRR, 13 SDS 0.1 - 1 1330-78-5 Liquid 1 gal -- TRC Tool Oil Tricresyl Phosphate OHH Ortho Dichlorobenzene 1 1 Para Dichlorobenzene <0.1 16-67 06-67-7 Butane 5 - 10 106-97-8 Imperial Supplies Carbonic acid sodium salt (1:1) 1-5 144-55-8 14 SDS Aerosol 5lb -- TRC AER03 Battery Cleaner Propane 1-5 74-98-6 Ethanol, 2-butox - 1-5 111-76-2 Butane 5 - 10 106-97-8 Imperial Supplies Hydrotreated Heavy Naphthenic Distillate 15 - 25 64742-52-5 AER02, IRR, 15 SDS Propane 15 - 25 74-98-6 Aerosol 6 lb -- TRC Penetrating Oil OHH Hexane 15 - 20 110-54-3 Acetone 1-5 67-64-1 Mi-T-M ompressor Oil Mist, If Generated N/A None 16 and Pressure pump; SDS Lubricant Base Oil (Petroleum) >80 Mixture Liquid 2 gal -- TRC CL1I1-13, IRR 11 oil Additives <10 Mixture Page 3 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 - TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD ID PRODUCT NAME SDS CHEMICAL NAME % CAS # FORM STORED (Specify LOCATION CLASSES (liquid/solid/ (gallons or Open or (List All aerosol) pounds)1,2 Closed) 1 Classes) 17 Lucas Oil Hydraulic SDS Phosphorodithioic, O,O-di-C1-14-alkyl 1-5 68649-42-3 Liquid 1 gal -- TRC CLIII-B Fluid esters, zinc salts 50:1 Full Synthetic 2- 18 SDS Distillates (petroleum), hydrotreated light 10 - 15 64742-47-8 Liquid 1 gal -- TRC CLIII-A cycle oil 2.6oz Makita Hammer Bit Mineral oil 80 - 90 Trade secret CLIII-B, SEN, 19 Grease SDS Lithium Soap 5 - 10 Trade secret Liquid 1 gal -- TRC OHH 2,6 Di-tert-butyl-p-cresol <1 128-37-0 Ethyl benzene 0.1 100-41-4 H, IRR, 20 Mineral Spirits SDS Nonane 1-8 111-84-2 Liquid 1 gal -- TRC Trimethyl Benzene 0.5 - 5 25551-13-7 OHH Motor Oil 30w Non Polyolefin Amide Al-keneamine Polyol <3 Not assigned 21 SDS Alkaryl amine <3 Not assigned Liquid 2 gal -- TRC CLIII-B Detergent Interchangable low viscosity base oil 0 - 90 Not assigned OzzyJuice Truck Grade Water 90 - 100 7732-18-5 22 SDS Surfactant blend 1-3 Proprietary Liquid 5 gal -- TRC CLIII-B Degreasing Solution Tetrapotassium pyrophosphate 1-3 7320-34-7 Page 4 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 -TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD ID PRODUCT NAME SDS CHEMICAL NAME % CAS # FORM STORED (Specify LOCATION CLASSES (liquid/solid/ (gallons or Open or (List All aerosol) pounds)1'z Closed) 1 Classes) 23 OzzyBooster Microbial SDS Non -hazardous hydrocarbon degrader mixted 100 Not assigned Liquid 1 gal -- TRC Not hazardous with bacterial cultures in a liquid base 24 SMARTWASHER FL-4 C SDS No Hazardous Substances are reported in SD 100 Not assigned Solid 1 lb -- TRC Not hazardous Distillates (petroleum), Hydrotreated Heavy Naphthenic 30 - 60 64742-52-5 25 PERMATEX Anti -Seize I SDS Aluminum Powder 5 - 10 7429-90-5 Liquid 1 gal -- TRC CLIII-B, OHH Paraffin Oils (Petroleum), Catalytic Dewaxed 3 - 7 64742-71-8 Light 26 Snake oil classic SDS Mineral Oil, Hydrotreated >10 64742-52-5 Liquid 1 gal -- TRC CLIII-B, IRR 27 STA-BIL Fuel Stabilizer SDS Distillates (petroleum) hydrotreated light 90 - 100 64742-47-8 Liquid 1 gal -- TRC CLIII-A, CAR, proprietary additives <10 Proprietary OHH Marine Sta-Bil Fuel Distillates (petroleum) hydrotreated light 60 - 70 64742-47-8 CLIII-A CAR ' 28 SDS Liquid 1 gal -- TRC Stabilizer Proprietary additives <30 Proprietary OHH Page 5 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 - TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD FORM STORED (Specify CLASSES ID PRODUCT NAME SDS CHEMICAL NAME % CAS # (liquid/solid/ (gallons or LOCATION (List All Open or aerosol) pounds)1,2 Closed) 1 Classes) 29 STENS 1OW30 SDS No Hazardous Substances are reported in of Specifiec Not Specified Liquid 5 gal -- TRC CLIII-B SDS Lucas 1OW40 Semi- No Hazardous Substances are reported in 30 SDS of Specifiec Not Specified Liquid 2 gal -- TRC CLIII-B Synthetic Oil SDS Stens Shield 4-Cycle 31 Engine Oil SDS No Hazardous Substances are reported in of Specifiec Not Specified Liquid 4 gal -- TRC CLIII-B SDS STENS SAE 1OW-30 32 Lucas Oil 15W-40 SDS Phosphorodithioic, 0,0-di-C1-14-alkyl 1-5 68649-42-3 Liquid 6 gal -- TRC CLIII-B esters, zinc salts Bar and Chain oil No Hazardous Substances are reported in 33 SDS of Specifiec Not Specified Liquid 6 gal -- TRC CLIII-B quart bottle SDS Sta-Bil Carburetor and Acetone 83.1 67-64-1 34 SDS Toluene 9.9 108-88-3 Aerosol 1 lb -- TRC AER03, IRR Choke Cleaner Carbon dioxide 7 124-38-9 Page 6 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 -TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD ID PRODUCT NAME SDS CHEMICAL NAME % CAS # FORM D STORED (Specify LOCATION CLASSES (liquid/solid/ (galor Open or List All aerosol) pounds)1,2 Closed) 1 Classes) Hydrotreated heavy paraffinic distillates 64742-54-7 35 General Pump Oil SDS Solvent-dewaxed heavy paraffinic distillates of Specifie 64742-65-0 Liquid 3 gal -- TRC CLIII-B, IRR proprietary additives Mixture Zinc alkyl dithiophosphate 68649-42-3 Hydrotreated heavy paraffinic distillates 64742-54-7 36 General Pump Oil SDS Solvent-dewaxed heavy paraffinic distillates of Specifie 64742-65-0 Liquid 2 gal -- TRC CLIII-B, IRR proprietary additives Mixture Zinc alkyl dithiophosphate 68649-42-4 Lucas Oil No Hazardous Substances are reported in 37 SDS of Specifie Not Specified Liquid 2 gal -- TRC CLIII-B White Lithium Grease SDS Isoparaffinic Petroleum Distillate 30 - 40 64742-47-8 Light Aromatic Hydrocarbon 30 - 40 Trade Secret 1,2,4-Trimethylbenzene 3 - 5 95-63-6 Diemthicone 3 - 5 63148-62-9 Distillates (petroleum), hydrotreated heavy 3 - 5 64742-52-5 Nonane 3 - 5 111-84-2 Liquid Wrench Silicon Trimethylbenzene 3 - 5 25551-13-7 AER03, CAR, 38 Spray SDS Xylene 3 - 5 1330-20-7 Aerosol 1 lb -- TRC IRR, OHH Carbon Dioxide 1-5 124-38-9 Cumene 1-5 98-82-8 Ethylbenzene 1-5 100-41-4 Hexane 1-5 110-54-3 Toluene 1-5 108-88-3 Benzene <1 71-43-2 Naphthalene <1 91-20-3 Page 7 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 - TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD ID PRODUCT NAME SDS CHEMICAL NAME % CAS # FORM STORED (Specify LOCATION CLASSES (liquid/solid/ (gallons or Open or (List All aerosol) pounds)1,2 Closed) 1 Classes) Locktite Blue Thread Hydroxypropyl methacrylate >25 27813-02-1 CLIII-B, IRR, 39 SDS Liquid 1 gal -- TRC Locker 2,6-di-tert-p-cresol <5 128-37-0 SEN Lucas Oil Red "N" 40 SDS Zinc Alkyldithiophosphate 1-5 68649-42-3 Solid 9 lb -- TRC COR Tacky Grease Distillates (petroleum), solvent-dewaxed heavy paraffinic 30 - 60 64742-85-0 41 Lucas Marine Grease SDS Benzenesulfonic acid, C10-16-alkyl derivs. 3 - 7 Solid 9 lb -- TRC IRR Diboron calcium tetra oxide 1-5 13701--5 3701-64-9 1 - 5 26264-06-2 Calcium dodec lbenzenesulphonate TITAN Piston Lubrican 42 SDS Highly refined petroleum oil 80 - 95 64742-65-0 Liquid 1 gal -- TRC IRR t 43 ZEP Fast 505 SDS Tetrasodium ethylenediaminetetraacetate 1-3 64-02-8 Liquid 1 gal -- TRC IRR, OHH Distillates (petroleum), hydrotreated heavy naphthenic ZEP All -Purpose High- Distillates (petroleum), hydrotreated light 30 - 50 64742-52-5 44 SDS napthenic 30 - 50 Liquid 2 gal -- TRC CLIII-B, CAR Temperature Quartz (Si02) 0.1 - 1 64742-53-6 Page 8 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 - TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD FORM STORED (Specify CLASSES ID PRODUCT NAME SDS CHEMICAL NAME % CAS # (liquid/solid/ (gallons or LOCATION (List All Open or aerosol) pounds)1,2 Closed) 1 Classes) Gasoline 80 - 1000 86290-81-5 Toluene - 30 108-88-3 Hexane (Other Isomers) 5 25 96-14-0 Xylene (o,m, p isomers) 0 25 1330-20-7 Octane (all isomers) 0 - 18.5 111-65-9 Ethanol 0 - 10 64-17-5 Store Use Fuel 1,2,4, Trimethylbenzene 0.6 95-63-6 TRC (In rental FLIB, IRR, 45 SDS Liquid 110 gal 110 gal (unleaded gas) n-Hepthane 142-82-5 equipment) CAR, OHH Pentane 1 5 109-66-0 Cumene 0 5 98-82-8 Ethylbenezene 0 5 100-41-4 Benzene 0 - 4.9 71-43-2 n-Hexane 0-3 110-54-3 Cyclohexane 0 3 110-82-7 2-butoxyethanol 3 -5 111-76-2 ZEP FORM 50 Penetra Sodium metasilicate (disoldium salt) 1-3 6834-92-0 46 SDS tetrasodium ethylenediametetraacetate 1-3 64-02-8 Liquid 4 gal -- TRC COR, OHH ting Cleaner Benzenesulfonic acid, CIO-16-alkyl derivs. 1-3 68584-22-5 Silicic acid, sodium salt 1-3 1344-09-8 ZEP Heavy Duty 47 SDS Alcohols, C12-16, ethoxylated 1-5 68551-12-2 Liquid 5 gal -- TRC Not hazardous Orange Hand Cleaner Page 9 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 -TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD FORM STORED (Specify CLASSES ID PRODUCT NAME SDS CHEMICAL NAME % CAS # (liquid/solid/ (gallons or LOCATION (List All Open or aerosol) pounds)1,2 Closed)1 Classes) Alcohols, C12-15, ethoxylated Sodium carbonate 1-5 68131-39-5 ZEP Lemonex Quaternary ammonium compounds, C12-14- 1-5 497-18-8 COR, OHH, 48 SDS Liquid 4 gal -- TRC Disinfectant alkyl[ethylphenyl)methyl]dimethyl, chlorides 1-5 85409-23-0 TOX Quarternary ammonium compounds, benzyl- 1-5 68391-01-5 C12-16-alkyldimethyl, chlorides ZEP MUDSLIDE 2-hydroxyethanoic acid 50 - 70 79-14-1 49 Concrete Dissolving SDS etidronic acid 1-3 2809-21-4 Liquid 5 gal -- TRC COR, OHH Liquid Alcohols, C9-11, ethoxylated 1-3 68439-46-3 ZEP Streak Free Glass 2-butoxyethanol 50 SDS 1-5 111-76-2 Liquid 1 gal -- TRC CLIII-A Cleaner Distillates (petroleum), hydrotreated light Distillates (petroleum), hydrotreated heavy 30 - 50 64742-47-8 naphthenic 1,24-trimethylbenzene - 30 64742-52-5 2-ethylhexan-l-ol 5 5- 10 95-63-6 3-5 411- Distillates (petroleum), straight run middle 3-5 44-2 7Av 44- Aromatic Hydrocarbons (C9-C10) 3-5 of Not Available Ethanol AERO3, CAR, 51 ZEP Preserve Aerosol SDS 3-5 64-17-5 Aerosol 121b -- TRC 2-(2-butoxyethoxy)ethanol IRR, SEN Carbon dioxide 3-5 112-34-5 3-5 124-38-9 3-ethyltoluene 1-3 620-14-4 mesitylene 1-3 108-67-8 4-ethyltoluene 1-3 622-96-8 Cumene 0.1 - 1 98-82-8 Page 10 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 -TRC ID PRODUCT NAME SDS CHEMICAL NAME % CAS # MATERIAL FORM (liquid/solid/ aerosol) QUANTITY STORED (gallons or pounds)1,2 QUANTITY IN USE (Specify Open or Closed) 1 LOCATION HAZARD CLASSES (List All Classes) Distillates (petroleum), hydrotreated light 20 - 30 64742-47-8 Alcohols C9-11 ethoxylated 5 - 10 68439-46-3 52 ZEP Cherry Scented Ha SDS White mineral oil (petroleum) 1-3 8942-47-5 Liquid 3 gal -- TRC CLIII-B, SEN Benzaldehyde 0.1 - 1 100-52-7 Lubricating oils, used Water/Solids 95 - 100 70514-12-4 Hydrocarbon solvents. 0-5 7732-18-5 Oil in Rental Metals (each below 1 %) 0-5 Not Available CLII, SEN, 53 Equipment SDS Halogens 0 - 1.5 Not Available Liquid 60 gal 60 gal TRC CAR, OHH Polynuclear aromatics. May include 0 - 0.1 Not Available naphthalene, fluoranthene, phenanthrene, 0-1 Not Available pyrene, and others: each below 0.3% Notes 1. Quantities were rounded up to nearest whole number 2. Quantity Stored = Quanitity Used + Quantity stored General Abbreviations -- = zero % = Percent CAS # = Chemical Abstracts Service Number SDS = Safety Data Sheet Hazard Class Abbreviations AERO1 = Aerosol, Level 1 AERO2 = Aerosol, Level 2 AERO3 = Aerosol, Level 3 CLII = Combustible Liquid, Class II Page 11 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 DATE: 12/15/2023 79900 HWY 111, LA QUINTA CA 92252 CONTROL AREA # 1 - TRC MATERIAL QUANTITY QUANTITY IN USE HAZARD ID PRODUCT NAME SDS CHEMICAL NAME % CAS # FORM STORED (Specify LOCATION CLASSES (liquid/solid/ (gallons or Open or (List All aerosol) pounds)1'z Closed) 1 Classes) CLIII-A = Combustible Liquid, Class IIIB CLIII-B = Combustible Liquid, Class IIIB CAR = Carcinogen COR = Corrosive FLIA = Flammable Liquid, Class IA FLIB = Flammable Liquid, Class IB FLIC = Flammable Liquid, Class IC IRR = Irritant OHH = Other Health Hazard SEN = Sensitizer TOX = Toxic Page 12 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 79900 HWY 111, LA QUINTA CA 92252 DATE: CONTROL AREA # 12/ 15/2023 2 - Maintenance Room ID PRODUCT NAME SDS CHEMICAL NAME % CAS # MATERIAL FORM (liquid/solid/ aerosol) QUANTITY STORED (gallons or pounds) IN USE (Specify Open or Closed) LOCATION HAZARD CLASSES (List All Classes) 80 - 100 Gasoline 86290-81-5 0 - 30 Toluene 108-88-3 5 - 2596-14-0 Hexane (Other Isomers) Xylene (o,m, p isomers) 0 - 25 1330-20-7 Octane (all isomers) 0 - 18.5 111-65-9 0 - 10 Maintenance Ethanol 64-17-5 Store Use Fuel 1 2 4 Trimethylbenzene 0-6 95-63-6 Room FLIB IRR 1 SDS 1-5 Liquid 60 5 gal (Open) (Storage (unleaded gas) n_Hepthane 1-5 142-82-5 Cabinet [5 CAR, OHH Pentane 109-66-0 0-5 gallon cans]) Cumene 98-82-8 5 Ethylbenezene 100-41-4 0 Benzene 71-43-2 0 3 n-Hexane 110-54-3 Cyclohexane 0-3 110-82-7 Lubricating oils, used Water/Solids 95 - 100 70514-12-4 Hydrocarbon solvents. 0-5 7732-18-5 30-gal Used Oil Metals (each below 1%) 0-5 Not Available Maintenance CLII, SEN, 2 SDS Liquid 30 5 gal (Open) D ru m Halogens 0 - 1.5 Not Available Room CAR, OHH Polynuclear aromatics. May include 0 - 0.1 Not Available naphthalene, fluoranthene, phenanthrene, 0-1 Not Available pyrene, and others: each below 0.3% Page 13 of 16 HAZARDOUS MATERIALS INVENTORY STATEMENT CHEMICAL CLASSIFICATION FORM THE HOME DEPOT RENTAL TOOL CENTER #6630 79900 HWY 111, LA QUINTA CA 92252 DATE: CONTROL AREA # 12/ 15/2023 2 - Maintenance Room ID PRODUCT NAME SIDS CHEMICAL NAME % CAS # MATERIAL FORM (liquid/solid/ aerosol) QUANTITY STORED (gallons or pounds) IN USE (Specify Open or Closed) LOCATION HAZARD CLASSES (List All Classes) 80 - 100 Gasoline 86290-81-5 0 - 30 Toluene 108-88-3 5 - 250 Hexane (Other Isomers) 96-14-0 Xylene (o,m, p isomers) 25 1330-20-7 Octane (all isomers) 0 18.5 111-65-9 0 10 Ethanol 64-17-5 30-gal Used Fuel 1 2 4 Trimethylbenzene ' ' ' 0 6 95-63-6 Maintenance FLIB IRR ' 3 SDS 1-5 Liquid 30 5 gal (Open) Drum n-Hepthane 142-82-5 Room CAR, OHH 1 5 Pentane 109-66-0 0 5 Cumene 98-82-8 0 5 Ethylbenezene 100-41-4 0 - 4.9 Benzene 71-43-2 0 3 n-Hexane 110-54-3 ILL-- I I Cyclohexane 0 3 110-82-7 Notes 1. Quantities were rounded up to nearest whole number General Abbreviations -- = zero % = Percent CAS # = Chemical Abstracts Service Number SDS = Safety Data Sheet Hazard Class Abbreviations CLII = Combustible Liquid, Class II CAR = Carcinogen FLIB = Flammable Liquid, Class IB IRR = Irritant OHH = Other Health Hazard SEN = Sensitizer Page 14 of 16 QUANTITY BY HAZARD REPORT Control Area #: 1 - TRC Area Client: The Home Depot Date: 12/15/23 Project Description: Hazardous materials inventory statement for RTC #6630 located at 79900 Hwy 111, La Quinta, CA 92253 Generated for: WD Partner / Telgian HEALTH OR PHYSICAL HAZARD CLASS IN USE OPEN SYSTEM IN USE CLOSED SYSTEM IN STORAGE 1 SOLID 2 (lb) LIQUID (gal) GAS (ft3 @NTP) SOLID 2 (lb) LIQUID (gal) GAS (ft3 @NTP) SOLID 2 (lb) LIQUID (gal) GAS (ft3 @NTP) Carcinogen 15 174 Corrosive -- -- -- 9 18 Toxic -- -- - 4 Irritant 25 135 -- Sensitizer -- -- -- " 13 74 -- Health Hazard 12 202 -- Combustible Liquid II " -- -- -- -- -- - ' 61 -- III -A -- -- 4 -- III-B -- -- - - 60 -- Flammable Solid -- -- -- -- -- -- -- -- Flammable Gas (Liquified) -- -- -- -- -- -- Flammable Liquid I -A -- -- -- -- -- -- -- - 110 -- I_C -- -- -- -- -- -- -- -- Combination I-B, I-C, II, III -A -- -- -- -- -- -- - ' 175 -- Oxidizers 3 -- -- -- -- -- -- -- 2 -- -- -- -- -- -- -- -- 1 -- -- -- -- -- -- -- -- Oxidizing Gas -- -- -- -- -- -- -- -- Unstable 2 -- -- -- -- -- -- 1 -- -- -- -- -- -- -- -- Water Reactive 2 -- -- -- -- -- -- 1 -- -- -- -- -- -- -- -- Aerosols Level -- -- -- -- -- - - 22 -- -- Level2 -- -- 8 Level -- -- - -- Notes 1. In Storage includes Open Use, Closed Use, and storage 2. Solids include aerosols Abbreviations ft3 = cubic feet gal = gallons NTP = normal temperature and pressure Page 15 of 16 QUANTITY BY HAZARD REPORT Control Area #: 2 - Maintenance Room Client: The Home Depot Date: 12/15/23 Project Description: Hazardous materials inventory statement for RTC #6630 located at 79900 Hwy 111, La Quinta, CA 92253 Generated for: WD Partner HEALTH OR PHYSICAL HAZARD CLASS IN USE OPEN SYSTEM IN USE CLOSED SYSTEM INSTORAGE I SOLID (lb) LIQUID (gal) GAS 3 (ft Z SOLEDLIQUID (lb) (gal) GAS (ft3 @NTP) 2 SOLID (lb) LIQUID (gal) GAS 3 (ft Carcinogen -- 15 -- -- -- -- -- 120 -- Corrosive -- -- -- -- -- Toxic -- -- -- Irritant -- 10 -- -- -- -- -- 90 Sensitizer -- 5 -- -- -- -- -- 30 Health Hazard -- 15 -- -- -- -- -- 120 Combustible Liquid 11 -- 5 -- -- -- -- -- 30 -- III-A -- -- -- ' III-B -- -- -- -- Flammable Solid -- -- -- " -- -- Flammable Gas (Liquified) " -- " -- -- -- -- Flammable Liquid I -A -- -- -- -- -- -- -- -- -- I-B -- 10 -- -- -- -- -- 90 -- I-C -- -- -- -- -- -- -- -- Combination I-B, I-C, II, III -A " -- " -- -- -- -- Oxidizers 3 -- -- -- -- -- -- -- -- -- 2 -- -- -- -- -- -- -- -- -- Oxidizing Gas -- -- -- -- Unstable 2 -- -- -- " - 1 -- -- -- -- -- -- -- Water Reactive 2-- Aerosols Level " -- " -- -- -- -- Level2 " -- LevelI -- -- -- -- Notes 1. In Storage includes Open Use, Closed Use, and storage 2. Solids include aerosols Abbreviations ft3 = cubic feet gal = gallons NTP = normal temperature and pressure Page 16 of 16 CERTIFICATE OF ACCEPTANCE CA-LTO-02-A Outdoor Lighting Control Project Name: HD TRC jEnforcemew Agency: CITY OF LA Q=A JjPmnit Number. BCOM 2022-0058 Project Address: 79900 Hwy III 110ty. La Quinta I Zip Code: 92253 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT I certify that this Certificate of Acceptance documentation is accurate and complete. - ocumentation Author Company Name .ame Mike Hunter Valley Construction Specialties -ddress City/State/Zip 3514 morgan pl balcersfield, CA 93311 hone CEA/ATT Certification (661)340-4960 Identification (if TC-A813879 applicable) -uthor Signature - ate of Signature: 12.!13.I2023 FIELD TECHNICIAN'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. The information provided on this Certificate of Acceptance is true and correct. 2. I am the person viho performed the acceptance verification reported on this Certificate of Acceptance (Field Technician). 3. The construction or installation identified on this Certificate of Acceptance complies vAth the applicable acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4. I have confirmed that the Certificate(s) of Installation for the construction or installation identified on this Certificate of Acceptance has been co -- signed by the responsible builder.! installer and has been posted or made available vAth the building permit(s) issued for the building. =ield Technician Name Company Name Mike Hunter Valley Construction Specialties -ddress: 3514 morgan pl City/State/Zip Bakersfield, CA 93311 hone ATT Certification (661)340-4960 Identification TC-A813879 osition oath Company Field Technician Signature Title) Ovner - ate of Signature: 12/13/2023 RESPONSIBLE PERSON'S DECLARATION STATEMENT . certify the follovAng under penalty, of perjury, under the lav,s of the State of California: -, I am the Field Technician, or the Field Technician is acting on my behalf as my employee or my agent and I have reviewed the information provided on this Certificate of Acceptance. 2. I am eligible under Division 3 of the Business and Professions Code in the applicable classification to accept responsibility for the system design, construction or installation of features, materials, components, or manufactured devices for the scope of work identified on this Certificate of Acceptance and attest to the declarations in this statement (responsible acceptance person). The information provided on this Certificate of Acceptance substantiates that the construction or installation identified on this Certificate of Acceptance complies wrath the acceptance requirements indicated in the plans and specifications approved by the enforcement agency, and conforms to the applicable acceptance requirements and procedures specified in Reference Nonresidential Appendix NA7. 4I have confirmed that the Certificates) of Installation for the construction or installation identified on this Certificate of Acceptance has been completed a -- is posted or made available vAth the building permits) issued for the building. I vAll ensure that a completed, signed copy of this Certificate of Acceptance shall be posted, or made available vAth the building permit(s) issued for the building, and made available to the enforcement agency for all applicable inspections. I understand that a signed copy of this Certificate of Acceptance is required to be included vAth the documentation the builder provides to the building owner at occupancy. =.esponsible Acceptance Company Name -erson Name Mike Hunter Valley Construction Specialties -ddress: City/State/Zip 3514 morgan pl Bakersfield, CA 93311 -hone CSLB License (,661)340-4980 774044 :osition vath Company Responsible Acceptance Person Signature Title) Ovner Signature: 12.! 13.112023 C�� \` TP California Advanced Lighting Controls Training Program CA Building Energy Efficiency Standards - 2019 Nonresidential Compliance This is page 3 of 3 Home Depot RENTAL 2455 Paces Ferry Road NW IUAtlanta, Georgia 92029 P: +1.770.433.8211 Status To Date Initiated Location Cost Impact Spec Section Drawing Number Linked Drawings Received From Copies To Activity Question RFI #2: Extend Rebar length. Closed on 08/28/23 Mike Melgoza (Graves Construction) D. Scott Kramer (WD Partners) Aug 24, 2023 042220 - Reinforced Unit Masonry Mike Melgoza (Graves Construction) From Due Date Project Stage Schedule Impact Cost Code Reference Project: 6630 TRC: CA - La Quinta #6630 Full Height 79900 Highway 111 La Quinta, California 92253 P:760)347-8722 James McCormick (Graves Construction) Aug 29, 2023 Question from James McCormick Graves Construction on Thursday, Aug 24, 2023 at 02:05 PM PDT Is the available 23 inch lap supply acceptable? For number 6 footing Dowel locations only? Or where standard lap is not achieved at footings can we have approval to use a rebar splice couplers Attachments Screenshot_20230824_143235_Chrome.jpg, IMG_2023_08_24_14_00_29_995.jpg Awaiting an Official Response All Replies Response from D. Scott Kramer WD Partners on Friday, Aug 25, 2023 at 07:14 AM PDT The 23" lap is not acceptable. Please use a mechanical coupler that develops 125% of the yield strength of the #6 bar. See attached detail. Attachments Detail S2.0-14.pdf Home Depot Page 1 of 1 Printed On: Sep 13, 2023 04:32 PM EDT a 0 0: 3 0 2:32 Thu, Aug 24 0 - 42 i A X O COMPANY I ONE TOUCH COUPLER ,C Q nccoupler. com THE FIRST EVER CERTIFIED AND APPROVED New one touch ebar Coupler LD'S FIRST REBAR one touch coupler and THE BEST CONVENIENT CONNECTING, THE FASTEST CONNECTING. This good is able to connect easy, fast, safe to rebar to robar 00 080�40 iii o < CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COMPLIANCE „T 07/07/2023 ---C) C BCOM2022-0058 - 79900 HIGHWAY 111 HOME DEPOT / 2,109SF TOOL RENTAL CENTER ADDITION2,109SF ADDITION OF TOOL RENTAL CENTER CONSISTING OF 1,672SF TOOL RENTAL CENTER AND 437SF TOOL RENTAL CENTER MAINTENANCE ROOM, WITH EXTERIOR ACCESSIBLE PARKING PATH OF TRAVEL IMPROVEMENTS [TYPE II B /M-OCCUPANCY/31-OL/ CLASS A-FR/NFPA 13]. THIS PERMIT DOES NOT INCLUDE ALTERATIONS TO OTHER PORTIONS OF THE BUILDING. 2019 CALIFORNIA BUILDING CODES. SEISMIC CALCULATIONS HID 6630 La Qu i nta, CA. Digitally signed by Drew D Gerard Date: 2023.06.22 08:03:17-07'00' 4ROFES8/p� 1848 , EXP. ;u aR0 grFOFCALIF� � TOLBraceTM Seismic Bracing Calculations V8.8.178 Contractor: Telgian Engineering & Consu Project Address: HD 6630 Address: 1020 N. Milwaukee, Ave., Ste. Deerfield, IL 60015 79900 CA-111 Phone: 480.216.4737 Powering Business Woddwrde La Quinta, CA92253 Licence: Job # 0023723 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length 9' 0" (2.743 m) Diameter of Brace 1.25" Fig. 1001 Clamp 2765 Ibs (1254 kg) 1955 Ibs (887 kg) Fig.980 - 3/8" Universal SWIVE 1600 Ibs (726 kg) 1131 Ibs (513 kg) Type of Brace Sch.40 Fig.825 Along 1600 Ibs (726 kg) Angle of Brace 45° Min. `Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for TOLCOT"' components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 ----- -..-- ------ _------•---------•----------� Max Horizontal Load 1774 Ibs (805 kg) ! 3 j 0 TOLCO FIG. 980 Fastener Information Orientation to Connecting Surface NFPA Type E , \ \ Fastener w Type Fig.825 Along f j TOLCO FIG. 825� Diameter N/A `- ' 1 Length N/A —BRACE PIPE Maximum Load 1600 Ibs (726 kg) TOLCO FIG. 1001 Brace Identification on Plans 6" LAT INT Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.77 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6" (150 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 23.03 lb/ft (34.27 kg/m) 921 Ibs (418 kg) Subtotal Weight 921 Ibs (418 kg) Wp (incl. 15%) 1059 Ibs (480 kg) Main Size Type/Sch. Spacing (ft) 6" Sch. 10 40 Total (Fpw) Maximum Fpw per 18.5.5.2 (if applicable) 816 Ibs (370 kg) 1900 lb (861 kg) {TOLBracelm Version 8) Use of TOLBracelm is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation HD 6630 79900 CA-111 Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 0023723 6" LAT INT NFPA Type E 6" Sch.10 Steel Pipe 40' 0" (12.19 m) Lateral 1.25" Sch.40 9' 0" (2.74 m) 200 45' Fig.825 Along Beam N/A Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 407(12. 2 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 816 Ibs (370 kg) Material Capacity 1774 Ibs (805 kg) Fastener Capacity 3527 Ibs (1600 kg) Fig. 1001 Clamp 1955 Ibs (887 kg) Fig.980 - 3/8" Universal Swivel 1131 Ibs (513 kg) Structural Member jOIST TOP CHORD Calculations prepared by F. Wylie The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace- 8 Visit us at www.tolco.com FaT*N Powering Business Worldwide TOLBraceTM Seismic Bracing Calculations V8.8.178 Contractor: Telgian Engineering & Consu Project Address: HD 6630 Address: 1020 N. Milwaukee, Ave., Ste. �a�•� Deerfield, IL 60015 79900 CA-111 Phone: 480.216.4737 Fowenn9Business worfdwide La Quinta, CA92253 Licence: Job # 0023723 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length 9' 0" (2.743 m) Diameter of Brace 1.25" Fig. 1001 Clamp 2000 Ibs (907 kg) 1414 Ibs (641 kg) Fig.980 - 3/8" Universal SWIVE 1600 Ibs (726 kg) 1131 Ibs (513 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. `Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for TOLCOT"' components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1774 Ibs (805 kg) TOLCOi10 900 UNIVERSAL SWAY BRACE ATTACHMENT BRACE PIPE Fastener Information Orientation to Connecting Surface NFPA Type H Fastener Type 3/8in. Unfinished Steel Bolt Diameter 3/8in. 1 Length N/A Maximum Load 1035 Ibs (469 kg) 1.1CL no. 001 RIRECLRACING SNAVBRAGINO Brace Identification on Plans 4" LATTRC BULK Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Wa y [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.77 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 11.78 lb/ft (17.53 kg/m) 471 Ibs (214 kg) Subtotal Weight 471 Ibs (214 kg) Wp (incl. 15%) 542 Ibs (246 kg) Main Size Type/Sch. Spacing (ft) 4" Sch. 10 40 Total (Fpw) Maximum Fpw per 18.5.5.2 (if applicable) 417 Ibs (189 kg) 769 lb (348 kg) {TOLBrace"' Version 8) Use of TOLBrace"' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Bracing Calculations V8.8.178 Contractor: Telgian Engineering & Consu Project Address: HD 6630 Address: 1020 N. Milwaukee, Ave., Ste. �a�•� Deerfield, IL 60015 79900 CA-111 Phone: 480.216.4737 Fowenn9Business worfdwide La Quinta, CA92253 Licence: Job # 0023723 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length 9' 0" (2.743 m) Diameter of Brace 1.25" Fig. 1001 Clamp 2000 Ibs (907 kg) 1414 Ibs (641 kg) Fig.980 - 3/8" Universal SWIVE 1600 Ibs (726 kg) 1131 Ibs (513 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. `Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for TOLCOT"' components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1774 Ibs (805 kg) TOLCO FIG 9E0 SWA�SRCE UNIVE RSPL ATTXHMTAC"MAENT BRACE PIPE Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type 3/8in. Unfinished Steel Bolt •r Diameter 3/8in. Length N/A Maximum Load 1200 Ibs (544 kg) PTOLCO Tom IPE PIPE ERR FOR SWAV gifOIPoO Brace Identification on Plans 4" LAT TRC CROSS Prying Factor N/A Brace Type Lateral [X] Longitudinal [ ] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.77 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 14 ft (4.3 m) 14 ft (4.3 m) 11.78 lb/ft (17.53 kg/m) 165 Ibs (75 kg) Subtotal Weight 165 Ibs (75 kg) Wp (incl. 15%) 190 Ibs (86 kg) Main Size Type/Sch. Spacing (ft) 4" Sch. 10 14 Total (Fpw) Maximum Fpw per 18.5.5.2 (if applicable) 146 Ibs (66 kg) 1635 lb (741 kg) {TOLBrace"' Version 8) Use of TOLBrace"' is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Bracing Calculations V8.8.178 Contractor: Telgian Engineering & Consu Project Address: HD 6630 Address: 1020 N. Milwaukee, Ave., Ste. �a�•� Deerfield, IL 60015 79900 CA-111 Phone: 480.216.4737 Fowenn9Business worfdwide La Quinta, CA92253 Licence: Job # 0023723 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length 9' 0" (2.743 m) Diameter of Brace 1.25" Fig. 1001 Clamp 2765 Ibs (1254 kg) 1955 Ibs (887 kg) Fig.980 - 3/8" Universal SWIVE 1600 Ibs (726 kg) 1131 Ibs (513 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. `Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for TOLCOT"' components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1774 Ibs (805 kg) TOLCO i10 960 UNIVERS AL SWAY BRACE TX BRACE PIPE Fastener Information Orientation to Connecting Surface NFPA Type H Fastener Type 3/8in. Unfinished Steel Bolt Diameter 3/8in. 1 Length N/A Maximum Load 1035 Ibs (469 kg) 1.1CL no. 001 RIRECLRACING SNAV.ACB'0 Brace Identification on Plans 2.5" LAT Prying Factor N/A Brace Type Lateral [X] Longitudinal 4-Wa [ ] y [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.77 Diameter Type Length Total Length Weight Per Unit Length Total Weight 2.5" (65 mm) Sch. 10 40 ft (12.2 m) 40 ft (12.2 m) 5.89 lb/ft (8.77 kg/m) 236 Ibs (107 kg) Subtotal Weight 236 Ibs (107 kg) Wp (incl. 15%) 271 Ibs (123 kg) Main Size Type/Sch. Spacing (ft) 2.5" Sch. 10 40 Total (Fpw) Maximum Fpw per 18.5.5.2 (if applicable) 209 Ibs (95 kg) 301 lb (136 kg) {TOLBrace— Version 8) Use of TOLBraceTM is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation HD 6630 79900 CA-111 Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 0023723 2.5" LAT NFPA Type H 2.5" Sch.10 Steel Pipe 40' 0" (12.19 m) Lateral 1.25" Sch.40 9' 0" (2.74 m) 200 45' 3/8in. Unfinished Steel Bolt N/A Summary of Pipe within Zone of Influence 2.5" Sch.10 Steel Pipe (63.5 mm) 40 ft (12.2 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 209 Ibs (95 kg) Material Capacity 1774 Ibs (805 kg) Fastener Capacity 1035 Ibs (469 kg) Fig. 1001 Clamp 1955 Ibs (887 kg) Fig.980 - 3/8" Universal Swivel 1131 Ibs (513 kg) Structural Member C-CHANNEL Calculations prepared by F. Wylie The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace- 8 Visit us at www.tolco.com E:T*N Pm%pfr n f 5usuwss A"),61wulr TOLBraceTM Seismic Calculation HD 6630 79900 CA-111 Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 0023723 4" LATTRC CROSS NFPA Type E 4" Sch.10 Steel Pipe 14' 0" (4.27 m) Lateral 1.25" Sch.40 9' 0" (2.74 m) 200 45' 3/8in. Unfinished Steel Bolt N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 14 ft (4.3 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 146 Ibs (66 kg) Material Capacity 1774 Ibs (805 kg) Fastener Capacity 1200 Ibs (544 kg) Fig. 1001 Clamp 1414 Ibs (641 kg) Fig.980 - 3/8" Universal Swivel 1131 Ibs (513 kg) Structural Member C-CHANNEL Calculations prepared by F. Wylie The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace- 8 Visit us at www.tolco.com E=T*N PrntirrrnrJ 5us+ness L'i4z�trlwulr TOLBraceTM Seismic Calculation HD 6630 79900 CA-111 Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 0023723 4" LATTRC BULK NFPA Type H 4" Sch.10 Steel Pipe 40' 0" (12.19 m) Lateral 1.25" Sch.40 9' 0" (2.74 m) 200 45' 3/8in. Unfinished Steel Bolt N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 40 ft (12.2 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 417 Ibs (189 kg) Material Capacity 1774 Ibs (805 kg) Fastener Capacity 1035 Ibs (469 kg) Fig. 1001 Clamp 1414 Ibs (641 kg) Fig.980 - 3/8" Universal Swivel 1131 Ibs (513 kg) Structural Member C-CHANNEL Calculations prepared by F. Wylie The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace- 8 Visit us at www.tolco.com E=T*N PrntirrrnrJ 5us+ness L'i4z�trlwulr TOLBraceTM Seismic Bracing Calculations V8.8.178 Contractor: Telgian Engineering & Consu Project Address: HD 6630 Address: 1020 N. Milwaukee, Ave., Ste. Deerfield, IL 60015 79900 CA-111 Phone: 480.216.4737 PowenngBusiness Worfdwvde La Quinta, CA92253 Licence: Job # 0023723 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length 9' 0" (2.743 m) Diameter of Brace 1.25" Fig. 4L Clamp 2000 Ibs (907 kg) 1414 Ibs (641 kg) Fig.980 - 3/8" Universal SWIVE 1600 Ibs (726 kg) 1131 Ibs (513 kg) Type of Brace Sch.40 See Fastener Information Angle of Brace 45° Min. `Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for TOLCOT"' components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1774 Ibs (805 kg) TOLCO FIG. 980 0 BRACE PIPE Fastener Information Orientation to Connecting Surface NFPA Type E Fastener Type 3/8in. Unfinished Steel Bolt TOLCO FIG. 4L Diameter 3/8in. Length N/A Maximum Load 1200 Ibs (544 kg) Brace Identification on Plans 4" LONG TRC Prying Factor N/A Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.77 Diameter Type Length Total Length Weight Per Unit Length Total Weight 4" (100 mm) Sch. 10 55 ft (16.8 m) 55 ft (16.8 m) 11.78 lb/ft (17.53 kg/m) 648 Ibs (294 kg) Subtotal Weight 648 Ibs (294 kg) Wp (incl. 15%) 745 Ibs (338 kg) Main Size Type/Sch. Spacing (ft) 4" Sch. 10 55 Total (Fpw) Maximum Fpw per 18.5.5.2 (if applicable) 574 Ibs (260 kg) N/A {TOLBracelm Version 8) Use of TOLBracelm is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation HD 6630 79900 CA-111 Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 0023723 4" LONG TRC NFPA Type E 4" Sch.10 Steel Pipe 55' 0" (16.76 m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 45' 3/8in. Unfinished Steel Bolt N/A Summary of Pipe within Zone of Influence 4" Sch.10 Steel Pipe (101.6 mm) 5570 6.8 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 574 Ibs (260 kg) Material Capacity 1774 Ibs (805 kg) Fastener Capacity 1200 Ibs (544 kg) Fig. 4L Clamp 1414 Ibs (641 kg) Fig.980 - 3/8" Universal Swivel 1131 Ibs (513 kg) Structural Member C-CHANNEL Calculations prepared by F. Wylie The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace- 8 Visit us at www.tolco.com E:T*N Pm%pfunq 5usuwss A"),61wulr TOLBraceTM Seismic Bracing Calculations V8.8.178 Contractor: Telgian Engineering & Consu Project Address: HD 6630 Address: 1020 N. Milwaukee, Ave., Ste. �a�•� Deerfield, IL 60015 79900 CA-111 Phone: 480.216.4737 Powenn9Business worfdwide La Quinta, CA92253 Licence: Job # 0023723 Calculations based on 2019 NFPA Pamphlet#13 Brace Information TOLCOTM Brace Components TOLCOTM Component Listed Load Adjusted Load Maximum Brace Length 9' 0" (2.743 m) Diameter of Brace 1.25" Fig. 4L Clamp 2015 Ibs (914 kg) 1425 Ibs (646 kg) Fig.980 - 3/8" Universal SWIVE 1600 Ibs (726 kg) 1131 Ibs (513 kg) Type of Brace Sch.40 Fig.825 Across 1600 Ibs (726 kg) Angle of Brace 45° Min. `Calculation Based on CONCENTRIC Loading `Please Note: These calculations are for TOLCOT"' components only. Use of any other components voids these calculations and the listing of the assembly. Least Rad. of Gyration 0.54" (14 mm) Seismic Brace Assembly Detail L/R Value 200 Max Horizontal Load 1774 Ibs (805 kg) TOLCO FIG. 980 0 . Fastener Information ° Orientation to Connecting Surface NFPA Type E BRACE PIPE Fastener TOLCO FIG. 825 Type Fig.825 Across Diameter N/A TOLCO FIG. 4L Length N/A z Maximum Load 1600 Ibs (726 kg) Brace Identification on Plans 6" LONG INT Prying Factor N/A Brace Type Lateral [ ] Longitudinal [X] 4-Way [ ] Sprinkler System Load Calculation (Fpw = CpWp) C = 0.77 Diameter Type Length Total Length Weight Per Unit Length Total Weight 6" (150 mm) Sch. 10 55 ft (16.8 m) 55 ft (16.8 m) 23.03 lb/ft (34.27 kg/m) 1267 Ibs (575 kg) Subtotal Weight 1267 Ibs (575 kg) Wp (incl. 15%) 1457 Ibs (661 kg) Main Size Type/Sch. Spacing (ft) 6" Sch. 10 55 Total (Fpw) Maximum Fpw per 18.5.5.2 (if applicable) 1122 Ibs (509 kg) N/A {TOLBracelm Version 8) Use of TOLBracelm is subject to terms and conditions per the end user license agreement TOLBraceTM Seismic Calculation HD 6630 79900 CA-111 Brace Identification Brace Type (Per NFPA#13) Braced Pipe (ft) Spacing of Brace Orientation of Brace Bracing Material Maximum Brace Length Slenderness Ratio used for Load Calculation True Angle of Brace for Calculation Type of Fastener Length of Fastener Job # 0023723 6" LONG INT NFPA Type E 6" Sch.10 Steel Pipe 55' 0" (16.76 m) Longitudinal 1.25" Sch.40 9' 0" (2.74 m) 200 45' Fig.825 Across Beam N/A Summary of Pipe within Zone of Influence 6" Sch.10 Steel Pipe (152.4 mm) 5570 6.8 m) G-Factor Used 0.77 Allowance for Heads and Fittings 15% Conclusions Total Adjusted Load of Pipe in Zone of Influence 1122 Ibs (509 kg) Material Capacity 1774 Ibs (805 kg) Fastener Capacity 3527 Ibs (1600 kg) Fig. 4L Clamp 1425 Ibs (646 kg) Fig.980 - 3/8" Universal Swivel 1131 Ibs (513 kg) Structural Member JOIST TOP CHORD Calculations prepared by F. Wylie The description of the Structural Member is for informational purposes only. TOLBraceTM software calculates the brace assembly only, not the structure it is attached to. Calculated with TOLBrace- 8 Visit us at www.tolco.com E:T*N Pm%pfunq 5usuwss A"),61wulr 90-DAY TEMPORARY CERTIPICATE OF OCCUPANCY DESIGN AND DEVELOPMENT DEPARTMENT This Certificate is issued pursuant to the requirements of Chapter 1 Section 111.3 of the California Building Code, certifying that, at the time of issuance, the portion(s) of the structure described herein were able to be occupied safely in compliance with the provisions of the Building Code and the various ordinances of the City regulating building construction and/or use. BUILDING ADDRESS: 79900 HIGHWAY 111 This certificate permits temporary occupancy of the Tool Rental Center to stock and train only, but excludes the Maintenance Room. See building permit notes for items remaining in order to obtain permanent occupancy of these spaces. Expires 3/1312024. Use Classification: HARDWARE STORE — TOOL RENTAL CENTER Occupancy Group: S-1 / M / B Code Edition: 2019 By: JAKE FUSON Date: 12/14/2023 Building Official: AJ ORTEGA CC& Qal�&(u Type of Construction: V-B Sprinkler Installed: YES Permit No.: BCOM2022-0058 Land Use Zone: CR Occupant Load: 31 Owner of Building: The Home Depot Address: 2455 Paces Ferry Road City, ST, ZIP: Atlanta, GA 30339 POST IN A CONSPICUOUS PLACE GEM of the DESERT — CERTIRCATE OF OCCUPANCY DESIGN AND DEVELOPMENT DEPARTMENT This Certificate is issued pursuant to the requirements of Chapter 1 Section 111 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: 79900 HIGHWAY 111 TOOL RENTAL CENTER Use Classification: Tool Rental Center Permit No.: BCOM2022-0058 Occupancy Group: S-1 / B / M Land Use Zone: CR Code Edition: 2019 Sprinkler Installed: YES Occupant Load: 31 By: Jake Fuson Owner of Building: The Home Depot Date: 1/9/2024 Address: 2455 Paces Ferry Road Building Official: AJ ORTEGA City, ST, ZIP: Atlanta, GA 30339 acaQalI&(v — GEM of the DESERT — POST IN A CONSPICUOUS PLACE