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BRES2023-0210DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 Permit Type: Permit Number: Property Address APN: Legal Description Property Zoning: Valuation: BUILDING PERMIT eca Qa�&a CALIFORNIA Building Residential BRES2023-0210 53293 VIA BELLAGIO 777160026 Lot 309 MB 327/56 TR 29894-2 RL, 309 $587,394.20 Owner: PHONE (760) 777-7125 WWW.LAQUINTACA.GOV APPLIED DATE: 07/19/2023 ISSUED DATE: 10/30/2023 Via Bellaigo LLC 38-747 Nopales Rd, Palm Desert, CA 92211 Applicant: George Camarena Jr 78206 VARNER ROAD STE D #248, PALM DESERT, CA 92211 Contractor: Fedderly Associates / 762889 38-747 NOPALES ROAD, PALM DESERT, CA 92211-1168 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.Ieginfo.ca.gov/calaw.htm1. DECLARATION REGARDING CONSTRUCTION LENDING AGENCY (If applicable) A construction lender will be used for completion of the improvements covered by this permit and the name and information of which is on file for public inspection during the regular business hours of the public entity. Failure of the applicant to indicate the construction lender on the 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: 4/10/25 2:29 pm Page 1 of 7 BUILDING PERMIT Permit Type: Building Residential Permit Number: BRES2023-0210 Property Address: 53293 VIA BELLAGIO application does not relieve that person of the requirement to give the construction lender preliminary notice from that duty. Printed: 4/10/25 2:29 pm Page 2 of 7 Permit Type Building Residential BUILDING PERMIT Permit Number: Property Address BRES2023-0210 53293 VIA BELLAGIO VIA BELLAIGO/ 9,898SF 2-STORY SINGLE FAMILY DWELLING WITH ATTACHED GUEST SUITE [VB/RES-3/CLASS A-FR/13D] THIS PERT DOES NOT INCLUDE PV SYSTEM, POOL, SPA, BLOCK WALLS, DRIVEWAY APPROACH OR SIMILAR EXTERIOR STRUCTURES. 2022 CALIFORNIA BUILDING CODES. REVISION 1 REVISED ENERGY TO REFLECT FENESTRATION ON SITE. 2022 CALIFORNIA BUILDING CODES. instruction Deta Residential Work Type Dwelling - Single Family Conditioned Square 6628 Garage Square 1787 Detached Footage Footage Patio Square Footage 1483 Fire Sprinkler Square 9898 Construction Type V-B Footage Code Edition 2022 Number of Floors 2 Number of Bedrooms 5 Number of Units 1 Building/Unit R-3: 1 & 2 Family Grading Required? Yes, New Dwelling Occupancy Dwellings Classification(s) Dwelling Units per 1.76 Number of Flag or 0 New Electrical Square 9898 Acre (CVMSHCP) Light Pole(s)? Footage Number of Forced Air 4 Number of Ventilation 8 Number of Exhaust 1 Furnace(s) Fan(s) Hood(s) Number of Plumbing 46 Number of Water 2 Water System Install Yes Fixtures/Traps Heater(s) or Alteration? Number of Gas 1 Sewer Connection? Yes Zoning RL Outlet(s) General Plan LDR City Limits Within La Quinta Limits Subdivision Name TR 29894-2 Lot Number 309 Centerlines 100278, 100591 Lot Size 3328.18 Legal Description Lot 309 MB 327/56 TR 29894-2 Type Group Sq Ft Value Printed: 4/10/25 2:29 pm Page 3 of 7 Permit Type Building Residential BUILDING PERMIT Permit Number: Property Address BRES2023-0210 53293 VIA BELLAGIO Invoice No. Fee Fee Amount Amount Paid INV-00001978 DIF - CIVIC CENTER $1,230.00 $1,230.00 RECORDS MANAGEMENT FEE - MAJOR $22.00 $22.00 RESIDENTIAL, FIRST 1,000SF PC $57.77 $57.77 WATER HEATER/VENT PC $17.50 $17.50 RESIDENTIAL, FIRST 1,000SF $175.07 $175.07 BUILDING SEWER PC $20.42 $20.42 BUILDING SEWER $29.18 $29.18 TECHNOLOGY ENHANCEMENT FEE $8.00 $8.00 DIF - TRANSPORTATION $4,009.00 $4,009.00 EXHAUST HOOD PC $5.84 $5.84 DIF - MAINTENANCE FACILITIES $313.00 $313.00 DIF - COMMUNITY CULTURAL $956.00 $956.00 ART IN PUBLIC PLACES - RESIDENTIAL $968.48 $968.48 FIXTURE/TRAP PC $671.14 $671.14 FURNACE PC $116.72 $116.72 RESIDENTIAL, EA ADDITIONAL 1,000SF $133.92 $133.92 DIF - PARK IMPROVEMENTS $2,106.00 $2,106.00 FURNACE $175.08 $175.08 BSAS SB1473 FEE $24.00 $24.00 DIF - FIRE PROTECTION $369.00 $369.00 RESIDENTIAL - CUSTOM HOME >7KSF PC $218.84 $218.84 NEW CONSTRUCTION PERMIT 2022 $3,934.35 $3,934.35 WATER SYSTEM INST/ALT/REP $14.59 $14.59 FIXTURE/TRAP $671.14 $671.14 WATER HEATER/VENT $29.18 $29.18 NEW CONSTRUCTION PLAN CHECK 2022 $2,496.88 $2,496.88 GAS SYSTEM, 1-4 OUTLETS PC $29.18 $29.18 VENT FAN PC $46.72 $46.72 TUMF 2023 - SINGLE FAMILY DWELLING $2,550.00 $2,550.00 SMI - RESIDENTIAL $76.36 $76.36 VENT FAN $116.72 $116.72 DIF - LIBRARY $397.00 $397.00 WATER SYSTEM INST/ALT/REP PC $14.59 $14.59 RESIDENTIAL - CUSTOM HOME >7KSF $43.77 $43.77 MULTI -SPECIES RESIDENTIAL 0-8 UNITS - 2023 UPDATE $1,625.00 $1,625.00 GAS SYSTEM, 1-4 OUTLETS $14.59 $14.59 EXHAUST HOOD $14.59 $14.59 RESIDENTIAL, EA ADDITIONAL 1,000SF PC $55.17 $55.17 Total for Invoice lNV-00001978 $23,756.79 $23,756.79 INV-00004534 Building Staff Time $131.25 $131.25 Credit Card Convenience Fee $3.28 $3.28 Total for Invoice lNV-00004534 $134.53 $134.53 INV-00006573 Partial Inspection Fee $87.53 $87.53 Total for Invoice lNV-00006573 $87.53 $87.53 INV-00007021 Partial Inspection Fee $87.53 $87.53 Tnfal fnr lnvnlrp INV-1 AAM21 $87.53 $87.53 Printed: 4/10/25 2:29 pm Page 4 of 7 BUILDING PERMIT Permit Type: Building Residential Permit Number: BRES2023-0210 Property Address: 53293 VIA BELLAGIO INV-00007126 Partial Inspection Fee $87.53 $87.53 Total for Invoice lNV-00007126 $87.53 $87.53 INV-00010777 Re -Inspection Fee $87.53 $87.53 Total for Invoice lNV-00010777 $87.53 $87.53 Grand Total for Permit $24,241.44 $249241.44 Workflow Step / Action Name Action Type Start Date End Date Deferred Submittals v.1 04/09/2024 8:03 --------------------------------------------------------------------------------------------------------------------------------------- Linked Solar Permit v.1 Create Sub Permit --------------------------------------------------------------------------------------------------------------------------------------- Linked Fire Sprinkler Permit v.1 Create Sub Permit 04/09/2024 8:03 10/31/2024 15:16 Revisions v.1 02/08/2024 0:00 02/15/2024 15:42 --------------------------------------------------------------------------------------------------------------------------------------- Building Revision Review v.1 Receive Submittal 02/08/2024 0:00 02/15/2024 15:42 --------------------------------------------------------------------------------------------------------------------------------------- Building Revision Review v.1 Receive Submittal 04/23/2024 0:00 05/08/2024 8:56 --------------------------------------------------------------------------------------------------------------------------------------- Building Revision Review v.2 Receive Submittal 05/08/2024 0:00 Plan Check v.1 08/30/2023 0:00 10/27/2023 7:49 --------------------------------------------------------------------------------------------------------------------------------------- Building Major Review v.1 Receive Submittal 08/30/2023 0:00 10/11/2023 8:49 --------------------------------------------------------------------------------------------------------------------------------------- Building Major Review v.2 Receive Submittal 10/11/2023 0:00 10/27/2023 7:49 Permit Issuance v.1 10/27/2023 7:51 12/19/2023 8:47 --------------------------------------------------------------------------------------------------------------------------------------- Contractor / Owner -Builder Information v.1 Generic Action 10/27/2023 7:52 --------------------------------------------------------------------------------------------------------------------------------------- Verify & Invoice Fees v.1 Generic Action 10/27/2023 7:52 ------------------------------------------ -- -- -- -- -- -- Ready to Issue v.1 -- -- -- -- -- -- ------------------------------------------------- Generic Action ----- 10/30/2023 15:50 -- -- -- -- - ------------------------------ -- -- -- -- -- Verify Fee Payment & Issue Permit v.1 -- -- -- -- -- -- -- -- ------------------------- Generic Action -- -- -- -- -- -- -- -- 10/30/2023 15:50 --------------------------------------------------------------- Print, Attach, and Email Building Permit v.1 ------------------------------------------------ Create Report 10/30/2023 ------ 15:50 ----------------- - 12/19/2023 8:47 Inspections - Do Not Pour Concrete Until Approved v.1 12/06/2023 0:00 ---------------------------------------------------------------------------------------------------------------------------------------- Setbacks v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Underground Plumbing v.1 Inspection 12/06/2023 0:00 12/07/2023 15:55 ---------------------------------------------------------------------------------------------------------------------------------------- Water Line v.1 Inspection ---------------------------------------------------------------------------------------------------------------------------------------- Template Footing v.1 Inspection 12/06/2023 0:00 12/07/2023 15:30 ---------------------------------------------------------------------------------------------------------------------------------------- Footing v.1 Inspection 12/20/2023 0:00 12/21/2023 10:55 --------------------------------------------------------------------------------------------------------- Slab v.1 Inspection ------------- 12/28/2023 0:00 -- ----------- 01/02/2024 9:43 Inspections - Cover No Work Until Approved v.1 02/05/2024 0:00 --------------------------------------------------------------------------------------------------------------------------------------- Roof Nail v.1 Inspection 02/05/2024 0:00 02/06/2024 9:31 --------------------------------------------------------------------------------------------------------------------------------------- Roof Nail v.2 Inspection 03/28/2024 0:00 03/29/2024 10:44 --------------------------------------------------------------------------------------------------------------------------------------- Roof Nail v.3 Inspection 05/01/2024 0:00 05/01/2024 15:49 --------------------------------------------------------------------------------------------------------------------------------------- Floor Nail v.1 Inspection 02/13/2024 7:39 02/13/2024 12:16 --------------------------------------------------------------------------------------------------------------------------------------- Roof Drains v.1 Inspection 05/15/2024 14:21 05/15/2024 14:22 -------------------------------------------------------------------------------- Okay to Wrap v.1 Inspection -------------------------------------- 05/06/2024 0:00 05/07/2024 14:00 --------------------------------------------------------------------------------------------------------------------------------------- Framing v.1 Inspection 04/30/2024 0:00 05/01/2024 9:49 --------------------------------------------------------------------------------------------------------------------------------------- Framing v.2 Inspection 05/07/2024 0:00 05/08/2024 11:22 --------------------------------------------------------------------------------------------------------------------------------------- Framing v.3 Inspection 05/09/2024 0:00 05/13/2024 12:38 --------------------------------------------------------------------------------------------------------------------------------------- Framing v.4 Inspection 05/20/2024 0:00 05/21/2024 11:58 --------------------------------------------------------------------------------------------------------------------------------------- Rough Electrical v.1 Inspection 05/20/2024 0:00 05/21/2024 14:02 ----------------------------------------------------------------------- Rough Mechanical v.1 Inspection -------------------------------------- 05/20/2024 0:00 05/21/2024 14:02 Printed: 4/10/25 2:29 pm Page 5 of 7 BUILDING PERMIT Permit Type: Building Residential Permit Number: BRES2023-0210 Property Address: 53293 VIA BELLAGIO Rough Plumbing v.1 Inspection 05/20/2024 0:00 05/21/2024 14:02 ---------------------------------------------------------------------------------------------------------------------------------------- Rough Fire Clearance v.1 Generic Action ---------------------------------------------------------------------------------------------------------------------------------------- Shower Pan v.1 Inspection 05/14/2024 0:00 05/16/2024 14:18 ---------------------------------------------------------------------------------------------------------------------------------------- Insulation v.1 Inspection 05/15/2024 0:00 05/16/2024 14:21 ---------------------------------------------------------------------------------------------------------------------------------------- Insulation v.2 Inspection 05/31/2024 0:00 06/03/2024 12:28 ---------------------------------------------------------------------------------------------------------------------------------------- Insulation v.3 Inspection 06/05/2024 0:00 06/06/2024 10:45 ---------------------------------------------------------------------------------------------------------------------------------------- Insulation v.4 Inspection 06/07/2024 0:00 06/10/2024 10:13 ---------------------------------------------------------------------------------------------------------------------------------------- Drywall Nail v.1 Inspection 06/06/2024 0:00 06/07/2024 9:15 ---------------------------------------------------------------------------------------------------------------------------------------- Drywall Nail v.2 Inspection 06/11/2024 0:00 06/12/2024 14:58 ---------------------------------------------------------------------------------------------------------------------------------------- Exterior Lath v.1 Inspection 06/11/2024 0:00 06/12/2024 14:58 ---------------------------------------------------------------------------------------------------------------------------------------- Gas Test v.1 Inspection 06/18/2024 0:00 06/19/2024 11:08 ---------------------------------------------------------------------------------------------------------------------------------------- Sewer Connection v.1 Inspection 02/21/2024 0:00 02/22/2024 9:59 Inspections - Masonry v.1 04/23/2024 0:00 04/24/2024 11:15 ---------------------------------------------------------------------------------------------------------------------------------------- Footing v.1 Inspection 04/23/2024 0:00 04/24/2024 11:15 Inspections - Electrical for Meter Release v.1 11/06/2023 0:00 09/12/2024 13:23 ---------------------------------------------------------------------------------------------------------------------------------------- Temporary Power v.1 Inspection 11/06/2023 0:00 11/07/2023 9:22 ---------------------------------------------------------------------------------------------------------------------------------------- Temp Use of Permanent Power v.1 Inspection 09/11/2024 0:00 09/12/2024 13:23 Inspections - Final v.1 01/24/2024 0:00 --------------------------------------------------------------------------- Final Fire v.1 .................. Inspection 10/22/2024 14:02 10/31/2024 15:16 ............................................................................................................................ Final Building v.1 Inspection 01/24/2024 0:00 .......... 01/25/2024 11:19 -------------------------- Final Building v.2 ---------------------- Inspection - 11/04/2024 ... 0:00 ---------- 11/05/2024 11:27 ------------------------------------------------ Final Building v.3 -------------------- Inspection 11/19/2024 0:00 ----------- 11/20/2024 13:28 ----------------------------------------------- Final Building v.4 Inspection -------- 11/25/2024 0:00 --------- 11/26/2024 17:30 -------------------------------------------- Final Building v.5 Inspection -------- 01/22/2025 16:14 01/22/2025 --- 16:17 ------------------------------------------ Final Planning/Zoning v.1 Inspection -------- -- Certificate of Occupancy v.1 01/22/2025 16:22 01/22/2025 16:22 ---------------------------------------------------------------------------------------------------------------------------------------- Certificate of Occupancy v.1 Create Report 01/22/2025 16:22 01/22/2025 16:22 Construction or work for which a permit is required shall be subject to inspection by the building official and such construction or work shall remain visible and able to be accessed for inspection purposes until approved. Approval as a result of an inspection shall not be construed to be an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Inspections presuming to give authority to violate or cancel the provisions of the applicable code and other ordinances of the jurisdiction shall not be valid. It shall be the duty of the owner or the owner's authorized agent to cause the work to remain visible and able to be accessed for inspection purposes. Neither the building official nor the jurisdiction shall be liable for expense entailed in the removal or replacement of any material required to allow inspection. It shall be the duty of the holder of the building permit or their duly authorized agent to notify the building official when work is ready for inspection. It shall be the duty of the permit holder to provide access to and means for inspections of such work that are required by this code. A building or structure shall not be used or occupied in whole or in part, and a change of occupancy of a building or structure or portion thereof shall not be made, until the building official has issued a certificate of occupancy therefor as provided herein. Issuance of a certificate of occupancy shall not be construed as an approval of a violation of the provisions of the applicable code and other ordinances of the jurisdiction. Certificates presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid. Printed: 4/10/25 2:29 pm Page 6 of 7 BUILDING PERMIT Permit Type: Building Residential Permit Number: BRES2023-0210 Property Address: 53293 VIA BELLAGIO 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 buildina official. Printed: 4/10/25 2:29 pm Page 7 of 7 T4t!t 4 4Q" DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 BRES2023-0210 STREET ADDRESS OF JOB: 53293 VIA BELLAGIO APN: 777160026 DESCRIPTION OF WORK: NEW SINGLE FAMILY RESIDENCE CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PL IANCE BY:Deisy Mendez DATE: 08/02/2023 SQUARE FOOTAGE: LIVABLE AREA 6,628SF & NON -LIVABLE AREA 3,270SF FOR A TOTAL AREA OF 9898SF OWNER'S NAME: Via Bellaigo LLC 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 Thermal, CA 92274 (760) 848-1880 Desert Sands Unified School District 47-950 Dune Palms Road Lo Quinta, CA 92253 (760) 771-8515 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. DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: AUGUST 02, 2023 STATUS: FIRST REVIEW PLAN CHECKED BY: DEISY MENDEZ/INTERWEST TELEPHONE NUMBER: (760) 777-7002 ADDRESS: 53293 VIA BELLAGIO DESCRIPTION: SINGLE FAMILY RESIDENCE APPLICANT: FEDDERLY & ASSOCIATES PLAN CHECK #: BRES2023-0210 This submittal has been checked for compliance with the 2022 California Residential, Mechanical, Electrical, Plumbing, Energy, and Green Building Codes, and the City of La Quinta Municipal Code. APPLICANT: The following items are being returned to you for correction: 1ST REVIEW PLAN SET 1ST REVIEW CORRECTION LIST BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: -RESPONSE LIST TO CORRECTION LISTS -REVISED PLAN SET -REVISED DOCUMENTS (AS NECESSARY) -TRUSS CALCULATIONS -SOILS FOUNDATION LETTER -SCHOOL FEE RECEIPT -DEBRIS MANAGEMENT PLAN (BURRTEC) -GRANT DEED -PW APPROVAL (REVIEW PENDING) -FIRE APPROVAL (REVIEW PENDING) - PLANNING APPROVAL (COMMENTS PAGE 2) INSTRUCTIONS TO APPLICANT: 1) Provide a response to each comment on the following pages, noting specifically where the correction can be found. Responses such as, "Sheet A-3," or, "Handrails shall be per CBC Section 1003," are not acceptable. Show or note specifically how compliance with a code requirement is achieved. Responses such as, "Added note 16 on sheet A-3" are appropriate and will help expedite your back check. 2) Corrections may not be made by handwriting on existing drawings. Revise original Plans and/or Calculations as necessary. 3) Each sheet of resubmitted Plans and/or Calculations shall include the preparer's name and telephone number and shall be electronically signed by the preparer. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code Section 5536. Resubmittals will not be accepted with signatures missing. Residential Plan Check Correction List Page 1 of 2 SECTION A - GENERAL 1) The City of La Quinta has elected to use Interwest Consulting for plan review of your project. In addition to the comments provided by the City of La Quinta within this correction list please see the attached outside consultant review comments. See Complete Review Comments Attached, for resubmittal please include a separate response sheet for each set of review comments. 2) Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone number and electronic signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code §5536. Resubmittals will not be accepted with signatures missing. 3) Provide Planning Division approval for this Project. Please contact Siji Fernandez directly at (760) 777-7086 with questions regarding the following comment(s): a) SUBMIT A FINAL LANDSCAPE PLAN TO CVWD AND PROVIDE APPROVED PLANS. 4) Provide Riverside County Office of the Fire Marshall approval of this project. Contact Kohl Hetrick directly at (760) 777- 7074 with questions regarding the following comment(s): a) PENDING REVIEW —REACH OUT TO FIRE DEPARTMENT FOR STATUS UPDATE OR LOGIN TO PORTAL FOR STATUS 5) Provide written evidence of Public Works Division approval of this Project. Contact Amy Yu directly at (760) 777-7047. a) PENDING REVIEW —REACH OUT TO PW DEPARTMENT FOR STATUS UPDATE OR LOGIN TO PORTAL FOR STATUS 6) Provide written evidence from Burrtec Waste, approving a waste management plan that diverts not less than 65% of the construction materials from landfill for the project. Contact the District Environmental Coordinator directly at (760) 674-1026 for free assistance with the preparation of this plan. SECTION B — MISCELLANEOUS COMMENTS 1) Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as necessary and provide written response, noting where correction can be found. 2) Provide contractor information to complete building permit application form. 3) Provide proof of payment of school fees. While not required for resubmittal, this administrative item must be addressed prior to issuance of building permit. 4) Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. END CITY REVIEW CORRECTION LIST - CORRECTION LIST CONTINUED BY INTERWEST CONSULTING GROUP ATTACHED As further information is provided and reviewed, additional corrections may be required. Residential Plan Check Correction List Page 2 of 2 July 30, 2023 CITY OF LA QUINTA - FIRST REVIEW Permit No: BRES2023-0210 Interwest No.: LAQ23-0109 Non -Structural: 4-hours Structural: 2-hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: New SFR Address: Lot #309 0 r"T INTERWEST A SAFEbuiflt COMPANY Interwest Consulting Group has completed a first code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: PDF copy of following: a. T1 through T3 dated 7/19/2023 by Fedderly-Camarena Design, Inc. b. G1 through G2 dated 7/19/2023 by ESSI Engineering. C. A1.0 through A9.3 dated 7/19/2023 by Fedderly-Camarena Design, Inc. d. F1.0 through F2.0 dated 7/19/2023 by Fedderly-Camarena Design, Inc. e. AD1 through AD8 dated 7/19/2023 by Fedderly-Camarena Design, Inc. f. GN through HFX-3 dated 7/14/2023 by RA Structural Engineering. g. E1.0 through E3.0 dated 7/19/2023 by Fedderly-Camarena Design, Inc. h M1.0 through M3.2 dated NA by Scott Design and Title 24. i. P1.0 through P4.0 dated 7/6/2023 by EGD Designs. j. L1.0 dated 7/13/2023 2. Structural Calculations: PDF copy dated 6/30/2023 by RA Structural Engineering. 3. Energy Compliance Documentation: PDF copy dated 6/16/2023 by Scott Design and Title 24 Inc. 4. Geotechnical Investigation: PDF copy dated 4/21/2023 by Sladden Engineering. The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review. Plan review comments follow on the attached list. Please submit an itemized response letter and complete and revised documents with directly to city of La Quinta Building and Safety Department. Sincerely, INTERWEST CONSULTING GROUP Eric Corral Plans Examiner 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 909.295-3142 INTERWESTORP.COM New SFR Lot #309 7130123 PROJECT DATA: City of La Quints - First Review Interwest Project No. LAQ23-0109 Permit App: BRES2023-0210 Page 2 of 4 Occupancy Group: Area (sq. ft.): R3 U 6,628 3,270 Total Area: 9,898 Building Height: 26' Building Stories: 2 Type of Construction: VB Occupant Load: NA Sprinklered: Y Valuation: $2,400,000 Wildland Urban Interface (WUI) Fire Area? TBD-See comments Flood Zone: AE Risk Category: II Site Class (seismic): D Seismic Design Category: D Special Wind Region: TBD-See comments Snow Loads: TBD-See comments GENERAL COMMENTS: G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following comments reference the 2022 California Building Standards Code as amended by the authority having jurisdiction unless otherwise noted. G2. Please respond in writing to each plan review comment by marking this comment list or creating a response letter. Indicate which detail, specification, or calculation shows the requested information. At minimum, the following should be included with each plan review response: • Page / sheet number(s), detail / specification number(s), etc., and include all applicable code section(s). • Briefly explain in writing how the design is intended to comply with the applicable code sections. • Please provide a narrative of revisions made outside the plan review comments. Complete and clear responses will expedite the re -check of this project. G3. Please be sure to include on the re -submittal the architect's and /or engineer's stamp, signature, date of signature, and registration number on all sheets of plans depicting structural designed elements and cover sheets of calculations. CBPC 5536.1 and 6735. INTERWEST New SFR City of La Quints - First Review Lot #309 Interwest Project No. LAQ23-0109 7130123 Permit App: BRES2023-0210 Page 3 of 4 PLAN REVIEW COMMENTS: BUILDING AND LIFE SAFETY: [Eric Corral; ecorral@interwestgrp.com; 909.725.68291 Al. All sheets of the plans are required to be signed by the California licensed architect or engineer responsible for the plan preparation. Please include the California license number, seal, date of license expiration and the date the plans are signed. [§ 5536.1, 6735 California Business and Profession Code] A2. Designer to sign/date sheets they are responsible for preparing. A3. Update all notes on the plans to be consistent with the 2022 CRC. (Sheet T-1 Building Department Notes) A4. Provide the project address on each sheet of the plans. [§ R106.1.1 CRC] AS. Provide a letter from the soils engineer confirming that the foundation plans, retaining walls, slope setbacks, grading plans and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated in the plans. [§ R401.4 CRC] A6. Soils engineer information, stamp, and signature required on the first sheet of precise grading plans. A7. Aging -in -place design and fall prevention. Newly constructed dwellings subject to the requirements of this code shall be designed and constructed in accordance with Sections R327.1.1 through R327.1.4. A8. Please verify if the site is located in the WUTA (Wildland-Urban Interface Fire Area also known as Chapter 7A) if so, the construction is subject to Section R337. Please note on the coversheet and provide the appropriate construction provisions throughout the plans. Additional comments may occur. ENERGY COMPLIANCE: Electrical Compliance: [Eric Corral; ecorral@interwestgrp.com; 909.725.6829] EE1. All single-family residences that include one or two dwelling units shall be ESS ready or install an ESS system. [CEnC 150.0(s)] Provide the following: a) A minimum of four branch circuits shall be identified and have their source of supply collocated at a single panelboard suitable to be supplied by the ESS. At least one circuit shall supply the refrigerator, one lighting circuit shall be located near the primary egress and at least one circuit shall supply a sleeping room receptacle outlet. b) Sufficient space shall be reserved to allow future installation of a system isolation equipment/transfer switch within 3 feet of the main panelboard. Raceways shall be installed between the panelboard and the system isolation equipment/transfer switch location to allow the connection of backup power source. c) The main panelboard shall have a minimum busbar rating of 225 amps, and d1) ESS ready interconnection equipment with a minimum backed -up capacity of 60 amps and a minimum of four ESS-supplied branch circuits, or INTERWEST New SFR City of La Quints - First Review Lot #309 Interwest Project No. LAQ23-0109 7130123 Permit App: BRES2023-0210 Page 4 of 4 d2) A dedicated raceway from the main service to a panelboard (subpanel) that supplies the branch circuits in CEnC 150.0(s)(2). All branch circuits are permitted to be supplied by the main service panel prior to the installation of an ESS. The trade size of the raceway shall be not less than 1 inch. The panelboard that supplies the branch circuits (subpanel) must be labeled "Subpanel shall include all backed up load circuits." STRUCTURAL: [Eric Corral; ecorral@interwestgrp.com; 909.725.6829] S1. Update code references throughout calculations to current 2022 codes. (sheet 261) S2. Roof trusses may not be deferred without written permission from the Building Department via a completed deferred truss submittal form. Unless a completed form is provided, truss drawings and calculations must be provided no later than the second submittal. S3. Provide truss plans, roof and floor, for all portions of the proposed structure(s). Plans shall include design for each individual truss, an overall truss layout plan and erection details. Plans shall be stamped, signed and dated by an engineer registered in the State of California. (R802.10.1 CRC, 107.3.4.1 CBC) S4. Truss plans shall be submitted to the engineer of record for review prior to submittal to the Building Department. The engineer of record shall provide a note on the truss plans or a shop drawing approval stamp stating that the truss plans are in general conformance with the design of the building. The plans submitted to the Building Department shall contain no red line revisions or corrections to the truss package. (R106.1 CRC) Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M-F, with any questions. [END] INTERWEST Coachella Valley Unified School District 87-225 Church St., Thermal, CA 92274 (760) 848-1073 francine.solis@cvusd.us This Box For District Use Only DF.VF,T,OPFR FF,FS PATD AREA: COUNTY OF RIVERSIDE AMOUNT $31,748.12 LEVEL ONE AMOUNI : 1,PVF1, TWO AMOUNT: MITIGATION AMOUNT: COMM/IND AMOUNT: $31,748.12 -------------- --------------- I ------------ DATE: RECEIPT: CHECK #: INITIALS 10/20/2023 214030 0009704746 FS CERTIFICATE OF COMPLIANCE (California Education Code 17620) Project Name: Via Bellaigo LLC Date: October 20, 2023 Owner's Name: Via Bellaigo LLC Phone No. (760) 383-8122 Project Address: 53293 VIA BELLAGIO La Quinta, CA 92253 Project Description: New Single Family Residence APN: 777160026 Type of Development: Tract #: Residential XX Commercial Lot #'s: Total Square Feet of Building Area: 6,628 Square Feet Industrial Certification of Applicant/Owners: The person signing certifies that the above information is correct and makes this statement under penalty of perjury and further represents that he/she is authorized to sign on behalf of the owner/developer. Dated: / 9 • ZO - Z,3 Signature: ;V'BEEN SCHOOL DISTRICT'S REQUIREMENTS FOR T E ABOVE PROJECT HA OR WILL BE SATISFIED IN ACCORDANCE WITH ONE OF THE FOLLOWING: (CIRCLE ONE) Education Code Gov. Code Project 17620 65995 Approval Number of Sq.Ft. 6,628 Amount per Sq.Ft. $4.79 Amount Collected $31,748.12 Building Permit Application Completed: Yes/No By: Francine A. Solis, Facilities Office Technician Certificate issued by: Francine A. Solis, Facilities Office Technician Agreement Existing Not Subject to Fee Prior to 1/1/87 Requirement Signature: NOTICE OF 90 DAY PERIOD FOR PROTEST OF FEES AND STATEMENT OF FEES Section 66020 of the Government Code asserted by Assembly Bill 3081, effective January 1, 1997, requires that this District provide (1) a written notice to the project appellant, at the time of payment of school fees, mitigation payment or other exactions ("Fees"), of the 90-day period to protest the imposition of these Fees and (2) the amount of the fees. Therefore, in accordance with section 66020 or the Government code and other applicable law, this Notice shall serve to advise you that the 90-day protest period in regard to such Fees or the validity thereof, commences with the payment of the fees or performance of any other requirements as described in section 66020 of the Government code. Additionally, the amount of the fees imposed is as herein set forth, whether payable at this time or in whole or in part prior to issuance of a Certificate of Occupancy. As in the latter, the 90 days starts on the date hereof. This Certificate of Compliance is valid for thirty (30) days from the date of issuance. Extension will be granted only for good cause, as determined by the School Dislrict, and up to three (3) such extensions may be granted. \4V:u/mvdocs/dc%I'cc0ficate of compliance forin updaled 3 2007 11/2010 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 Datel 9/21/2023 Job Site Address) 53293 Via Bellagio Owner's Namel Lot 309 Via bellagio LLC Number, Street, or PO Box1 78206 Varner Rd Ste D #248 City, State, Postal Codel Palm Desert, CA. 92211 Owner's Phone Number 760-773-5205 Owner's E-Mail Address I LanceF Fedderly.com Project Manager's Namel Jose Carlos Preciado Project Manager's Phone Number 760-702-9282 Project Manager's E-mail Address I jose(gpfedderly.com Builder / Contractor Fedderly & Associates Number, Street or PO Box 38747 Nopales Rd City, State, Postal Code Palm Desert, CA. 92211 Project Square Footage 24,684 sq ft City Approval By Date of City Approval Materials To Be Discarded: Product Trash Asphalt Brick/Block Cardboard Commingled Concrete Drywall Donated / Reuse* *Describe Items Renado Gouldlock-DE 4�� Tons 95.00 Not recyclable 0,00 Recyclable 0.00 Recyclable 3,00 Recyclable 0.00 Recyclable 96.00 Recyclable 12.75 Recyclable 0.00 Recyclable Totals: Recycle Trash 185.3 1 95.0 Product Masonry (broken) Plaster Scrap Metal Tile (floor) Tile (roof) Wood Landscape Debris Tons 0.00 Recyclable 28.00 Recyclable 0.00 Recyclable 2.25 Recyclable 3.25 Recyclable 40.00 Recyclable 0.00 Recyclable Projected Diversion: 66.10% 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 station. Owner / Developer / Project Manager / Superintendant Date CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT �Cv BILL WEISER - FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org October 26, 2023 FEDDERLY & ASSOCIATES 78206 VARNER ROAD STE D #248 PALM DESERT, CA 92211 george@fedderly-camarenadesign.com Re: Residential Fire Access & Water / ESS Plan Review — LOT 39 VIA BELLAGIO LLC RES BRES2023-0210 (53293 VIA BELLAGIO LA QUINTA, CA 92253) The plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. 1) Property/Unit Addressing shall be provided. Minimum 4-inch tall numbers of contrasting color to their background shall be displayed on the structure and viewable from the roadway or posted at the driveway entrance and maintained visible. 2) Vehicle Gates/barricades restricting fire access to the structure are required to be provided with KNOX emergency access. (CFC 503.6) 3) The proposed structure requires a fire flow of 1,250 gallons per minute from a single hydrant located within 600-feet of all exterior portions of the structure. (CFC 507.5.1 & APPENDIX B) 4) Public/Private fire hydrants located in front of the property shall be provided with a minimum 3-feet radius around the hydrant of clearance of any obstructions, including vegetation. 5) Dwelling Units shall maintain a minimum 3-feet clear width Egress Court from emergency escape windows and doors of sleeping rooms and shall deposit to the front of the property or public way. These courts shall be traversable pathways, free of obstructions and landscaping intrusions. (Ref. CBC 1029.2 / CRC R311.1) 6) Energy Storage Systems shall comply with CFC 1206.11. a. Fire Detection - Areas shall be protected by smoke alarms. A listed heat detector shall be installed in locations within dwelling units and attached garages where smoke alarms cannot be installed based on their listing. b. Protection from Impact — ESS installed in a location subject to vehicle damage shall be protected by approved barriers. c. Operating Temperatures — ESS system manuals shall be consulted. Compliance with the maximum operating ambient temperatures shall be complied with. Provision of HVAC climate control may be necessary. 7) A Residential Fire Sprinkler system shall be installed in compliance with CRC R313. CA Licensed Contractor (C-16) shall submit plans and details for review and approval prior to system installation and Rough Inspections. The Fire Department approved plans and conditions letter must be at the job site. Applicant shall be responsible for contacting 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)777-7074. Lucero Iiiiguez - Fire Safety Specialist CITY OF LA QUINTA - PUBLIC WORKS DEPARTMENT GREEN SHEET PUBLIC WORKS CLEARANCE FOR RELEASE OF BUILDING PERMIT Form updated & effective 9125/2009 Green Sheet approvals are forwarded to the Building & Safety Department directly by Public Works. Please DO NOT submit the Green Sheet (Public Works Clearance) Packet to the Public Works Department until ALL requirements listed below are complete. Incomplete applications or applications which cannot be processed will be returned to applicant. Date�lrl A Ci /�-3 Developer: I eAc�crl A-:�-'5c(A f Tract No.: Tract Name: C� i'/ VVG Ll Lot No.(s): a (D j Address(s): �5�5 QC1 5l U'Ll, C Phone Number: (I LVG) 3' 2T 5 - e P The following are the requirements for Public Works Clearance to authorize issuance of a building permit from the Building & Safety Department: CUSTOM HOMES: PROVIDE ITEMS #2, #3, #4, #5 & #7 BELOW TRACT HOMES: PROVIDE ITEMS #1, #2, #3 & #5 BELOW COMMERCIAL BUILDINGS/OTHER: PROVIDE ITEMS #1, #2, #3, #5 & #7 BELOW WALLS, SIGNS, OTHER: PROVIDE ITEM #6 BELOW 1. Attach Pad Elevation Certificates in compliance with the approved design elevation for building pad (maximum allowable deviation of +/- 0.1 foot). Pad Elevation Certificates must be current (within 6 months of current date). If a precise grading plan creates the pad for approval, please withhold green sheet submittal until a Pad Elevation Certificate can be provided. 2. Attach geotechnical certification of grading plan compliance including compaction reports from a licensed Soils Engineer. Recently rough graded residential developments which have a previously approved geotechnical certification are exempt from this requirement. 3. Attach recorded final map or title information/grant deed showing proposed building locations are legal lots. g. Complete the attached <1 acre per lot or infill project Fugitive Dust Control project information form, PM10 plan & agreement or provide alternative & valid City approved PM10 plan set reference number or hard copy plan. PM10 plans for commercial & residential developments (beyond 1 lot) are submitted separately with grading plans & are subject to additional requirements. A current PM10 certification number is required. 5� Attach a copy of the rough or precise grading plan to the Public Works Department showing building location(s) for pad elevation verification. AO flood zone developments will require an approved flood plain development plan. 6. Attach supporting documentation for wall plan, monument sign, grease trap or special facility installations. 7, Complete and sign the attached water quality management plan (WQMP) exemption form, if applicable. PW approved building construction projects require either a WQMP or a completed WQMP exemption form. Approved maps/plans may be viewed at the following link: http://www.la-guinta.org/planCheck/m search.aspx I have reviewed and confirmed the requirements listed above as presented and find the improvements to be sufficiently complete for construction of the proposed buildings/structures/walls/signs on the subject lot(s). Pursuant to my findings, the above project may be released for building permit issuance. This section completed by City- staff. Recommended by: Date: / / Public Works Distribution: ( ) Green Sheet to Building & Safety ( ) Green Sheet to Planning Department Declined for approval for reason(s) as follow(s), please correct and resubmit: TAChecklists - Forms & Applications\Forms & Applications\GREEN SHEET cover & PM10 less than 1 Acre Revised 10 02-12.doc City of La Quinta - PM10 Fugitive Dust Control Project Information Construction Phase PM 10 Agreement (< 1 acre/lot or Infill Project) Project Information n Project Contractor: eel A e.v 1 � `: `( �C�OCJI�S Project Phase (check one) Construction Demolition Project Name: Lc wc1 Vi & bci tctC o LL-, Project Tract/Lot Numbers: \ / Project Street Address: ��' V 1�4- L�t�'( l) lle,I CN `'11,1155 Total Acres in Active Construction (< 1 acre per Lot): o r5LP Anticipated Start Date: I 0 23 Anticipated Completion Date: iZ /!!L/ 2 PM10 Contact Information Please note: Dust control is required 24 hours a day, 7 days a week, regardless of construction status. Person listed below is responsible for dust control during business and non -business hours. Name:' .117 Kebcy4o 1\Ju Yw Title: j U C&G M `I r-(0 uv� Company Name: I '&AC cyr IS ji c(l& 5 MailingAddress: ��'r uo VLI-V-l'letl �� , City, State, ZIP Code: Cq I on Primary Phone #: u j a Fax #: 24 Hour Emergency Phone#: Cell Phone #: -4 Email Address: �(�I � 'l @ tC.�G� eA'L c by,/' PM10 Certificate #: V �"?Jc g • LW1 �-__ The above stated property owner (or authorized representative): Shall act as his/her acknowledgement of dust control requirements and their enforceability, pursuant to SCAQMD Rules 403, 403.1, 401, 402, 201, 203 and PERP; Shall constitute an Agreement to comply with all project conditions as identified in the approved dust control plan. Acknowledges that dust control is required twenty-four (24) hours a day, seven (7) days a week, throughout the period of project performance, regardless of project size or status; Shall ensure that each and every contractor, subcontractor and all other persons associated with the project shall be in continuous compliance with all requirements of the approved dust control plan; Shall take all necessary precautions to minimize dust, even if additional measures beyond those listed in the dust control plan are necessary; o Shall authorize representatives of City/County to enter the property for inspection and/or abatement purposes; Shall hold harmless the City/County and its representatives from liability for any actions related to this dust control plan or any Cit)OCoun1v in' 'ated atement activities. Sign re of pe4ty wner or Autho ed Representative Date City of La Quinta - PM 10 Fugitive Dust Control Plan (< 1 acre per Lot or Infill Project) This Fugitive Dust Control Plan shall take into account applicable SCAQMD Regulations Rule 403, 403.1, 401, 402, 201, 203 and Portable Equipment Registration Program (PERP). ee WATERING: Continuous watering is required to prevent dust and must occur a minimum of four (4) times daily. Water shall be applied from an adequate sized metered water source to dry soils to prevent: ■ Visible dust emissions >20% opacity ■ Visible dust emissions that travel > 100 feet from the source (within site) ■ Visible dust emissions that cross any property line d• EDUCATION: The responsible dust control Individual and key personnel shall attend SCAQMD PM10 class and obtain* PM10 certificate number prior to construction activity (training information may be obtained by contacting SCAQMD at (909) 396-2183). CONSTRUCTION & DEMOLITION ACTIVITIES: A copy of this approved Fugitive Dust Plan must be kept on site. At least one short-term stabilization method must be used during off hours. At least one long-term stabilization measure must be used within ten (10) days of ceasing activity. WEATHER MONITORING: Wind predictions shall be monitored. SIGNAGE: Approved signs shall be installed at a highly visible location. Please refer to the Coachella Valley Fugitive Dust Control Plan Handbook for Construction Signage Guidelines. TRAFFIC: Construction traffic shall not be allowed on the pad, unless absolutely necessary. If vehicles operate on pad, pad shall be kept firm and moist through hose watering and sprinklers; and a maximum traffic speed of 15mph will be enforced. Fugitive Dust shall be prevented by fencing off site to prevent unauthorized traffic on pad. PARKING: Parking is not allowed on pad. All vehicles must park on street at designated areas only. ❖ TRACK OUT: Provide 24 hour street cleaning and track out system as approved by City Public Works inspectors. No dirt on public or private roads. Track out shall be cleaned up within one (1) hour of incident and at the conclusion of each workday. .• DIRT PILES: Dirt piles shall be limited to 50 cubic yards and built per California Building Code grading requirements. Piles shall be kept moist or covered with tarp material. Larger dirt piles will require stockpile or grading permit. s FENCING: Provide PM10 fencing at perimeter of public roads and where applicable. Wood slat fencing can be installed at rear of property and return 20 feet on either side if HOA restrictions apply. Block walls can replace PM10 fencing during the construction phase. •: EQUIPMENT: Extra hoses and sprinklers shall be maintained on site. .• EXCAVATION MEASURES: All areas to be excavated or graded shall be pre -watered. Water shall also be applied during excavation or grading operations. .• DUMP TRUCKS: Open top dump trucks shall be wet down, moist and covered with a tarp prior to leaving site. 4- INACTIVE SITE: Within 10 days of ceasing of activities, re -vegetate or permanently stabilize as required. •: RECORD KEEPING: Fugitive Dust Control Plan records (i.e. self inspection records, records of use of chemical suppressants, etc.) shall be maintained for 3 years by the Property Owner (or Authorized Representative). Property Owner shall notify the City and SCAQMD within 10 days of completion of project. Water Qualitv Management Plan (WQMP) Exemption Fnrm - Whitpwntpr Riupr Rpninn Documentation of Project Not Requiring a WQMP but Requiring Site Design BMPs and Source Control BMPs by Entitlement Conditions of Approval or Permit Conditions — WQMP Required for the Listed Change of Land Uses or for Changes of Pollutant Stream (All Questions Below Must be Answered "No" To Exempt Project) Yes No Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 25% orgreater? Entitlement or construction of new single-family hillside residence(s) that create 10,000 square feet, or more, of impervious area where the pre -development natural slope is 10% or greater where erosive soil conditions are known? Entitlement or construction of new commercial and industrial development(s) of 100,000 square feet or more? Entitlement or construction of new automotive repair shop(s) including body, upholstery, paint, exhaust, tire, transmission, engine or other automotive specialty repair. [Standard Industrial Classification (SIC) codes 5013, 7532, 7533, 7534, 7537, 7538, and 75391? Entitlement or construction of new retail gasoline outlet(s) disturbing greater than 5,000 square feet? ✓ Entitlement or construction of new restaurants) (or potential restaurant shell space) disturbing greater than 5,000 square feet? Entitlement or construction of new home subdivision(s) with 10 or more housing units? Entitlement or construction of new parking lot(s) of 5,000 square feet or more, or with 25 or more parking spaces, and potentially exposed to Urban Runoff? Applicant Information Name and Title V1(6 Teeldt'y-w_ hyi Company �/ 5 ,[ �L Phone Email U�C�61 Ce CAD iyl Project Information Project Name Type (SFH, Multi -Family, Commercial, Etc.) Location or Street Address • ' L�t!l J Nearest Cross Streets al- MaC1► �� Municipality/County/Zip Code La Quinta Tract Number(s) and/or Assessor Parcel Number(s) 1leQ . O�p Other Location Information �l Ce' Watershed Whitewater FUer Source Control BMP Information Size of Project Area (nearest 0.1 acre) 5cp CI CYO Project Area managed with Site Design or Low Impact Development (LID) BMPs (nearest 0.1 acre) Is the project subject to onsite retention by City ordinance or policy? Name of the Entity that will implement, operate, and maintain the Source Control BMPs �L✓� D 52reCte, L) Contact Name A! r1 I; oo,(-GCS Street or Mailing Address e• % b Qrnff '�11, L City ,14 L M j66/1� Zip Code A Phone -1tvI? Ina a- Check Item To be Performed Source Control BMP Requirements - All Projects Require Non -Structural BMP Source Control Non -Structural BMP (See Appendix H, Section 4.5.2.1) Ongoing Irrigation System and Landscape Maintenance Ongoing Litter Control Ongoing Drainage System Inspection & Maintenance Education/Training for Property Owner, Operators, Occupants, or Employees Activity Restrictions — Prohibition of Debris Blowing/Sweeping/Washing into Street/Storm Drain, Closed Trash Lids, Restriction of Vehicle Washing Ongoing Street Sweeping at Private Streets and Private Parking Lots Check Item To be Provided Source Control BMP Requirements — Small Sloped Lots, Small Commercial, < 10 Unit Subdivisions, <5,000 Square Ft. Parking Lots, Etc. Structural BMP (See Appendix H, Section 4.5.2.2) Storm Drain Inlet Stenciling and Signage Landscape and Irrigation System Design to Minimize Erosion & Nuisance Runoff Protection of Slopes and Channels to Minimize Erosion Multi -Family Project Use of Community Car Wash Racks Wash Water Controls for Food Preparation Areas to Use Sanitary Sewer Fueling Area (Design & Maintenance) Including PCC Surface, Canopy & Spill Prevention Air/Water Supply Area Drainage (Design & Maintenance) Including Spill Area Containment Trash Storage Areas (Design & Maintenance) Including Attached Lids, Storm Water Controls Loading Docks (Design & Maintenance) Including Storm Water Controls, Dry & Frequent Cleaning Procedures Maintenance Bays (Design & Maintenance) Including Indoor Location & Storm Water Containment Vehicle and Equipment Wash Areas (Design & Maintenance) Including Canopy & Containment Outdoor Material Storage Areas (Design & Maintenance) Including Canopy & Containment Outdoor Work Areas or Processing Areas (Design & Maintenance) Including Canopy & Containment CC&R's, Maintenance Agreements or Other mechanisms will be used to ensure the ongoing operation, maintenance, funding, transfer and implementation of the project -specific WQMP requirements. Legal description and plat stamped by Registered Surveyor to be attached to the applicable CC&R or Maintenance Agreement for recordation at Riverside County. (Optional Requirement to be reviewed on a Project by Project basis) BMP The applicant shall comply with listed BMPs and applicable provisions of the City's NPDES stormwater discharge permit, LQMC Sections 8.70.010 et seq. (Stormwater Management and Discharge Controls), and 13.24.170 (Clean Air/Clean Water); Riverside County Ordinance No. 457; the California Regional Water Quality Control Board — Colorado River Basin Region Board Order No. 137-2008-0001 and the State Water Resources Control Board's Order No. 99-08-DWQ. Title: Over - Date:. 1a1Z_3 Phone: (�) , ' ,/ � Certification I certify that I have read this form in its entirety and understand the City's submittal and review process and the requirements for this form. I understand and agree that if during the processing of the form, it is determined the information contains errors or omissions, clarification and/or supplemental information may be required and the preparation of such information may be considered, in the Community Development Director's judgment, an unreasonable delay and will result in a suspension of processing time limits in accordance with the California Code of Regulations, Title 14, Section 15109. Title: Date: -9-/ff /2-3 Phone: (7�q-)Zl�- 4994 Owner Certification I certify under the penalty of the laws of the State of California that I am the property owner of the property that is the subject matter of this application and I am authorizing and hereby do consent to the filling of this application and acknowledge that the final approval by the City of La Quinta, if any, may result in restriction, limitations and construction obligations being imposed on this real property. Title: lr Date: 9/1-9/ Z5 Phone: (%rj) 2 S -4994 South Coast Air Quality Management District ackno)vledges by this 24 that Rebekah Negron rucce r dully completed Rule 403.1 Coachella Valley Fugitive Dust Control Training Certification is valid for 2 rears from the date of issuance �y /� Date Issued: 08/17/2023 �ncdtccr� e4d4za Training Officer Cert #: CV2308-013291-14412 Compliance and Enforcement , 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, Municipal Services Director - mveto@burrtecdesert.com, or faxed to (760) 340-0417, or mailed to: 41575 Eclectic Street, Palm Desert, CA. 92260. THE HIDEAWAY PROPERTY OWNERS ASSOCIATION October 5, 2023 Lot 309 Via Bellagio LLC 45550 Kawea Way Indian Wells, CA 92210 Re: Lot 309/53293 Via Bellagio Construction Design Review #1 Dear Mr. Fedderly, The Hideaway Design Review Committee (DRC) reviewed your construction drawing submittal at the October 3, 2023 meeting. The home has been approved to start construction, subject to the following comments being addressed prior to the pre -construction meeting. 1. Please note most window and door details to not match the elevations. The elevations show the head, sill and jamb conditions flush with the recess, while the details show a minimum one -inch stucco surround. This is not considered a fall recess per the guidelines. Please revise plan details to reflect the windows to be flush with the recess. 2. Please clarify the size of the mesh called out on the chimney caps. It needs to be small enough to screen the metal manufacturers flue and should be painted black. 3. Please update and submit the solar plans to reflect the current approved drawings. The solar plans show the garage outside the building envelope. 4. The facia line from the front of the cart garage to the back of the electrical room is 54'9" long without a break. Please revise on the plans. a. Building designs shall incorporate variedprojections such as wall offsets, trellises, covered porches or verandas that create texture, shade, scale and visual interest. Building ridgelnres or side walls shall not exceed 40-feet in one direction without a change in roof alignment, wall offset, fascia or elevation. 5. Please submit the plans with these revisions prior to requesting the pre -construction meeting. 6. The construction deposit and a copy of any building permits issued by the City of La Quinta must be in hand prior to the request for a pre -construction meeting. 7. A Pre -Construction Meeting must be held prior to the commencement of construction and prior to any temporary facilities (trash, toilet, electrical, signage, etc.) being brought on site. 8. A third -party lot is required to be obtained prior to the pre -construction meeting. 9. Please note that any proposed changes to these approved plans, that are considered during construction, must be submitted to and approved by the DRC prior to installation. 10. Please provide a reduced set of hard copy plans with all of the approved elements included at the pre -construction meeting. 11. All design review approvals are valid for one year. 80955 Avenue 52, La Quinta, CA 92253 • 760-393-5210 Please contact me with any questions regarding this review and to set up your pre -construction meeting. Sincerely, kA___ Kristen Johnson DRC facilitator For THE HIDEA WA Y DESIGN RE VIE W COMMITTEE cc: Architect Landscape Architect 80955 AvENUE 52 LA QUWTA, CALIFORN[A 92253 • P: 760.3 93.52 10 F: 760.3 98.5 78 8 STRUCTURAL ENGINEERING, INC. CIVIL AND STRUCTURAL ENGINEERING STRUCTURAL OBSERVATIONREPORT ROOF DIAPHRAGMNAILING ONLY March 28, 2024 City of La Quinta Building And Safety Department Re.: Lot 309 — The Hideaway 53-293 Via Bellagio, La Quinta, CA. Dear to whom it may concern, Palm Desert Tel: 760-360-9998 Fax: 760-360-9903 Email: Reza(arastructural.com www.Rastructural.com We have performed structural observation per 2022 C.B.C. section 1704 for the roof diaphragm nailing only. Based on our visual observation and to the best of our knowledge and experience, we believe that the roof diaphragm nailing was completed at the time of our visit, per approved plans. Please note that this letter does not include or waive the responsibility for the City or the Special Inspectors from determining compliance with the approved plans. Please contact me should you need additional information regarding this approval. Respectfully, Reza Asgharpour, P.E. PSGHg) 11711 *THIS IS ELECTRONIC SIGNATURE 77570 Springfield Lane, Ste D, Palm Desert CA 92211 STRUCTURAL ENGINEERING, INC. CIVIL AND STRUCTURAL ENGINEERING STRUCTURAL OBSERVATIONREPORT EXTERIOR FRAMING ONLY April 15, 2024 City of La Quinta Building And Safety Department Re.: Lot 309 — The Hideaway 53-293 Via Bellagio, La Quinta, CA. Dear to whom it may concern, Palm Desert Tel: 760-360-9998 Fax: 760-360-9903 Email: Reza(arastructural.com www.Rastructural.com We have performed structural observation per 2022 C.B.C. section 1704 for the framing condition prior to stucco at exterior only. Based on our visual observation and to the best of our knowledge and experience, we believe that the exterior framing that was completed at the time of our visit, per approved plans. Please note that this letter does not include or waive the responsibility for the City or the Special Inspectors from determining compliance with the approved plans. Please contact me should you need additional information regarding this approval. Respectfully, (�2Reza Asgharpour, P.E. C *THIS IS ELECTRONIC SIGNATURE 77570 Springfield Lane, Ste D, Palm Desert CA 92211 Palm Desert Tel: 760-360-9998 STRUCTURAL ENGINEERING, INC. Fax:760-360--990tructural.com CIVIL AND STRUCTURAL ENGINEERING www.Rastructural.com STRUCTURAL OBSERVATIONREPORT FRAMING ONLY May 14, 2024 City of La Quinta Building And Safety Department Re.: Lot 309 — The Hideaway 53-293 Via Bellagio, La Quinta, CA. Dear to whom it may concern, We have performed structural observation per 2022 C.B.C. section 1704 for the framing condition prior to drywall and stucco. Based on our visual observation and to the best of our knowledge and experience, we believe that the framing was completed at the time of our visit, per approved plans. Please note that this letter does not include or waive the responsibility for the City or the Special Inspectors from determining compliance with the approved plans. Please contact me should you need additional information regarding this approval. Respectfully, Reza Asgharpour, P.E. *THIS IS ELECTRONIC SIGNATURE 77570 Springfield Lane, Ste D, Palm Desert CA 92211 October 12, 2023 CITY OF LA QUINTA - FINAL REVIEW Permit No: BRES2023-0210 Interwest No.: LAQ23-0109 Non -Structural: 1.5-hours Structural:.5-hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: New SFR Address: 53293 Via Bellagio 0 rvv INTERWEST A SAFEbuilt COMPANY Interwest Consulting Group has completed a FINAL code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: PDF copy of following: a. T1 through T3 dated 911812023 by Fedderly-Camarena Design, Inc. b. G1 through G2 dated 911812023 by ESSI Engineering. C. A1.0 through A9.3 dated 911812023 by Fedderly-Camarena Design, Inc. d. F1.0 through F2.0 dated 911812023 by Fedderly-Camarena Design, Inc. e. AD1 through AD8 dated 911812023 by Fedderly-Camarena Design, Inc. f. GN through HFX-3 dated 911312023 by RA Structural Engineering. g. E1.0 through E3.0 dated 911812023 by Fedderly-Camarena Design, Inc. h M1.0 through M3.2 dated 911312023 by Scott Design and Title 24. i. P1.0 through P4.0 dated 91712023 by EGD Designs. j. L0.0 through L6.1 dated 911112023 by Fedderly-Camarena Design, Inc. 2. Structural Calculations: PDF copy dated 911312023 by RA Structural Engineering. Structural Calculations: PDF copy dated 811412023 by RA Structural Engineering. 3. Energy Compliance Documentation: Included in plans by Scott Design and Title 24 Inc. 4. Geotechnical Investigation: PDF copy dated 4/21/2023 by Sladden Engineering. The applicable provisions of the 2022 California Building Standards Code were used as the basis of this review. Plan review comments follow on the attached list. Enclosed, please find the above noted documents bearing Interwest Consulting Group's plan review stamps indicating the documents have been reviewed for code compliance. Please do not hesitate to contact us directly with any questions. Sincerely, INTERWEST CONSULTING GROUP Eric Corral, Plans Examiner 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 909.295-3142 INTERWESTORP.COM 7/31/23. 8:50 AM Invoice 0 INTERWEST A SAFEbuilt COMPANY INVOICE #89722 July 31, 2023 Jurisdiction No. BRES2023-0210 Interwest Job No. LAQ23-0109 Bill to: City of La Quinta Remit to: Interwest Consulting Group Direct questions to: Attention Danny Castro 444 N. Cleveland Ave € Erica Cuevas Design & Development Director Loveland, CO 80537 (970) 568-5034 78495 Calle Tampico € ecuevas@interwestgrp.com La Quinta, CA 92253 Professional services for the period July 1 through July 31, 2023 RESIDENTIAL - SFR - LAQ23-0109 - BRES2023-0210 53293 Via Bellagio Invoice Total $600.00 Employee Title Day Hours Rate Total Eric Corral ICC Certified Plans Examiner 1 7/30 6 $100.001 $600.00 https://interwest.lucidbilling.com/invoices/print 1/1 INTERWEST A swMbwr CORWO" Bill to: City of La Quinta Ann Castro, Danny Design and Development Director 78-495 Calle Tampico La Quinta, CA 92253 Remit to: Interwest Consulting Group P.O. Box 301069 Los Angeles, CA 90030-1069 Invoice #142476 October 13, 2023 Direct questions to Erica Cuevas ecuevas@interwestgrp.com Professional services for the period October 1, 2023 through October 13, 2023 Residential - SFR - LAQ23-0109 - BRES2023-0210 Invoice Total (Please pay this amount) $230.00 Project $ Amount Building & Safety Plan Review $230.00 Ref No. Project $ Amount LAQ23-0109 lResidential - SFR - LAQ23-0109 - BRES2023-0210 1 $230.00 Employee Title Eric Corral ICC Certified Plans Examiner Eric Corral LAQ23-0109 Residential - SFR - LAQ23-0109 - BRES2023-0210 Day Description 10/12/2023 1 LAQ23-0109 Hours Rate Total 2.00 $115.001 $230.00 $230.00 2.00 Hours 2.00 Total 2.00 loft ® M JESIadden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201(760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 www.Sladdenengineering.com April 21, 2023 Fedderly-Camarena Design, Inc. 38747 Nopales Road Palm Desert, California 92211 Project: Proposed Custom Residence 53293 Via Bellagio The Hideaway — Lot 309 La Quinta, California Subject: Geotechnical Update Project No. 544-13316 23-04-222 Ref: Geotechnical Engineering Report prepared by Earth Systems Southwest (ESSW) dated September 22, 2000; File No. 07117-10, Report No. 00-09-772 Report of Testing and Observation During Rough Grading prepared by ESSW dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647 In accordance with your request, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 53293 Via Bellagio within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of the proposed residential structure foundations. April 21, 2023 -2- Project No. 544-13316 23-04-222 The proposed residence may be supported upon conventional shallow spread footings. Conventional shallow spread footings should be bottomed into properly compacted engineered fill soil a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Based on the recommended allowable bearing pressures, the total static settlement of the shallow footings is anticipated to be less than one inch provided foundation area preparation conforms to the recommendations included in this report. Differential static settlement is anticipated to be approximately one-half of the total static settlement for similarly loaded footings spaced up to approximately 40 feet apart. Lateral forces may be resisted by friction along the base of the foundations/slabs and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2022 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches and minimum reinforcement of #3 bars at 24 inches on center in both directions. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface cannot be achieved by grading, consideration should be given to placing a thin leveling course of sand across the pad surface prior to placement of the membrane. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2022 CBC or ASCE7-16. According to the 2022 CBC, Site Class D measured may be used to estimate design seismic loading for the proposed structures with a sufficient understanding of the subsurface soil conditions. The 2022 CBC Site Specific Seismic Hazard Analyses are attached. Sladden Engineering April 21, 2023 -3- Project No. 544-13316 23-04-222 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously established building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface soil should be compacted to a minimum of 90 percent relative compaction prior to fill placement. Any fill material required to attain design grades should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERIN Brett L. Anderson Principal Engine SER/ra Copies: pdf / Addressee BRETT L. MDERSON Z 045389 m GNIL ENGINEERING OF CAL E R 1NG 0 HEW J. COHRT o Matthew Cohrt 2634 Principal Geologis �T OF CA0\ Sladden Engineering ,5qg, -7 ,3-oq Please verify that soils reports contain all of the above information. In addition, to assure continuity between the investigationlreporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that the construction documents address all of the site soil conditions. La Wnta Geotechnicag Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address' means: (a) the criterion is considered significant and mitigation measure(s) noted, -or, (b) the criterion is considered insigr)ificant and explicitly so stated. yes -No C�Iterion Foundation criteria based upon bearing capacity of natural or compacted soil. El E3 Foundation criteria to mitigate the effects of expansive soils. 0 Foundation criteria based' upon bearing capacity I of natural or compacted soil. 0 0 Foundation criteria to mitigate.the effects of liquefaction. El ® Foundation criteriato mitigate the effects of seismically Induced differential settlement. El Foundation criteria to mitigate the effects of long -terra differential settlement- 0 Foundation criteria to mitigate the effects of varying soil strength- 0 Foundation criteria to mitigate expected total and differential settlemen* t. Any "No" answers to the above checklist should be noted as specific required corrections. H MMZ Project: 53293 Via Bellagio, La Quinta Project Number: 544-13316 Client: Fedderly-Camarena Design, Inc. Site Lat/Long: 33.6613/-116.2570 Controlling Seismic Source: San Andreas REFERENCE NOTATION VALUE Site Class C, D, D default, or E D measured Site Class D -Table 11.4-1 Fa 1.0 Site Class D - 21.3(ii) F 2.5 0.2*(SD1/SDS) TD 0.200 SDl/SDS Ts 1.000 Fundamental Period (12.8.2) T Period Seismic Design Maps or Fig 22-14 T, 8 Equation 11.4-4 - 2/3*SMI SDI 1.0000 Equation 11.4-2- Fv*S11 SMI 1.5000 Fv as determined by Section 21.3 Cr - At Perods <=0.2, Cr=CRs CRs 0.908 Cr - At Periods >=1.0, Cr=CRI CRI 0.891 Code based design value. See accompanying data for Site Specific Design values. Sladden Engineering SITE -SPECIFIC GROUND MOTION ANALYSIS (ASCE 7-16) REFERENCE NOTATION VALUE REFERENCE NOTATION VALUE Fv (Table 11.4-2)[Used for General Spectrum] Fv 1.7 Design Maps SS 1.500 0.2*(SD1/SDS) To 0.136* Design Maps S1 0.600 SDI/SDS Ts 0.68* Equation 11.4-1- FA*Ss SMs 1.500* Equation 11.4-4 - 2/3*SM1 SDI 0.680* Equation 11.4-3 - 2/3*SMs SDS 1.00* Equation 11.4-2 - Fv*S1 SMI 1.020* Design Maps PGA 0.639 Table 11.8-1 FPGA 1.1 Equation 11.8-1- FPGA*PGA PGAM 0.703* Section 21.5.3 80% of PGAM 0.562 Design Maps CRs 0.908 Design Maps CRI 0.891 RISK COEFFICIENT Cr- At Periods between 0.2 and 1.0 Period Cr use trendline formula to complete 0.200 0.908 0.300 0.906 0.400 0.904 0.500 0.902 0.600 0.900 0.680 0.898 1.000 0.891 Mapped values from https://hazards.atcouncii.org/ https://www.seismicmaPS.org/ PROBABILISTIC SPECTRAL 2% in 50 year Exceedence Period UGHM RTGM Max Directional Scale Factor Probabilistic MCE 0.010 0.800 0.769 1.19 0.915 0.100 1.335 1.308 1.19 1.557 0.200 1.776 1.749 1.20 2.099 0.300 2.036 1.938 1.22 2.364 0.500 2.019 1.864 1.23 2.293 0.750 1.672 1.522 1.24 1.887 1.000 1.429 1.275 1.24 1.581 2.000 0.823 0.730 1.24 0.905 3.000 0.565 0.498 1.25 0.623 4.000 0.417 0.365 1.25 0.456 5.000 0.318 0.280 1.26 0.353 2.50 2.00 1.50 0.50 0 00 Probabilistic PGA: 0.800 Is Probabilistic Saar ),)<1.2Fa? NO Project No: 544-13316 1 Data Sources: httDS://earthcivake.usgs.gov/hazards/interactive httas://earthquake.usgs-gov/designmaps/rtgm/ z Shahi-Baker RotD100/RotD50 Factors (2014) 11 OBABI TIG I PR MCER SPECTRAL RESPONSE ACCELERATIONS li ITi I I I ... _ I I. I_ ._�.. �I . I-.�._.�� i I iii 11� 1 i�(1 1 --UGHM -i- RTH M -0-Probabilistic MCER 0.000 1.000 2.000 Period (seconds) 3.000 4.000 5.000 Sladden Engineering DETERMINISTIC SPECTRUM Largest Amplitudes of Ground Motions Considering All Sources Calculated using Weighted Mean of Attenuation Equations' Controlling Source: San Andreas Is Probabilistic Sa(max)<1.2Fa? NO Period Deterministic PSa Median + 1.o for 5% Damping Max Directional Scale Factor Z Deterministic MCE Section 21.2.2 Scaling Factor Applied 0,010 0.624 1.19 0.742 0.7-1.2 0.020 0.626 1.19 0.745 0.745 0.030 0.637 1.19 0.758 0,758 0.050 0.681 1.19 0.811 0.811 0.075 0.821 1.19 0.977 0.977 0.100 0.976 1.19 1.162 1.162 0.150 1.206 1.20 1.448 1.448 0.200 1.351 1.20 1.621 1.621 0.250 1.446 1.21 1.750 1.750 0.300 1.494 1.22 1.822 1.822 0.400 1.496 1.23 1.841 1.841 0.500 1.441 1.23 1.772 1.772 0.750 1.158 1.24 1.436 1.436 1.000 0.968 1.24 1.200 1.200 1.500 0.695 1.24 0.861 0.861 2.000 0.530 1.24 0.657 0.657 3.000 0.363 1.25 0.454 0.454 4,000 0.258 1.25 0.322 0.322 5.000 0.192 1.26 1 0.242 1 0.242 2.00 1.50 0.50 000 ® 0.000 1.000 2.000 Sladden Engineering _ Period (seconds) Project No: 544-13316 Is Determinstic Sa(mex)<1.5*Fa? NO Section 21.2.2 Scaling Factor: N/A Deterministic PGA: 0.624 Is Deterministic PGA>=FPGA*0.5? YES ' NGAWest 2 GMPE worksheet and Uniform California Earthquake Rupture Forecast, Version 3 (UCERF3) -Time Dependent Model 2 Shahi-Baker RotD100/RotD50 Factors (2014) I -�- Deterministic MCER SITF SPECIFIC SPECTRA Period Probabilistic MCE Deterministic MCE Site -Specific MCE Design Response Spectrum (Sa) 0.010 0.915 0,742 0.742 0.495 0.100 1.557 1.162 1.162 0.775 0.200 2.099 1.621 1.621 1.081 0.300 2.364 1.822 1.822 1.215 0.500 2.293 1.772 1.772 1.181 0.750 1.887 1.436 1.436 0.957 1.000 1.581 1.200 1.200 0.800 2.000 0.905 0.657 0.657 0.438 3.000 0.623 0.454 0.454 0.303 4.000 0.456 0.322 0.322 0.215 5.000 0.353 1 0.242 1 0.242 0.161 SDS: SD1: SMS: SM1: Site Specific PGAm: Site Class: ASCE 7-16: Section 21.4 Site Specific Calculated Design Value Value 1.093 1.093 0.908 0.908 1.640 1.640 1.363 1.363 0.624 0.624 D measured Seismic Design Category - Short* D Seismic Design Category- 1s* D * Risk Categories I, II, or III Sladden Engineering Period ASCE 7 SECTION 21.3 General Spectrum 80% General Response Spectrum 0.005 0.415 0.332 0.010 0.430 0.344 0.020 0.460 0.368 0.030 0.490 0.392 0.050 0.550 0.440 0.060 0.580 0.464 0.075 0.625 0.500 0.090 0.670 0.536 0.100 0.700 0.560 0.110 0.730 0.584 0.120 0.760 0.608 0.136 0.808 0.646 0.150 0.850 0.680 0.160 0.880 0.704 0.170 0.910 0.728 0.180 0.940 0,752 0.200 1.000 0.800 0.250 1.000 0.800 0.300 1.000 0.800 0.400 1.000 0.800 0.500 1.000 0.800 0.600 1.000 0.800 0.640 1.000 0.800 0.750 1.000 0.800 0.850 1.000 0.800 0.900 1.000 0.800 0.950 1.000 0.800 1.000 1.000 0.800 1.500 0.667 0.533 2.000 0.500 0.400 3.000 0.333 0.267 4.000 0.250 0.200 5.000 0.200 0.160 Project No: 544-13316 m 000 3.000 4.000 5.000 Period (seconds) Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201 (760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621 (714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 92223 (951) 845-7743 Fax (951) 845-8863 www.Sladdenengineering.com August 7, 2023 Project No. 544-13316 23-08-399 Fedderly-Camerena Design, Inc. 38747 Nopales Road Palm Desert, California 92211 Project: Proposed Custom Residence 53293 Via Bellagio The Hideaway - Lot 309 La Quinta, California Subject: Foundation and Precise Grading Plan Review Ref: Geotechnical Update prepared by Sladden Engineering dated August 21, 2023; Project No. 544-13316, Report No. 23-04-222 In accordance with your request, we have reviewed the Foundation Plans and Details prepared by RA Structural Engineering, Inc. along with the Precise Grading Plans prepared by ESSI Engineering for the proposed residential structure to be constructed at 53293 Via Bellagio within The Hideaway development in the City of La Quinta, California. Based on our review, it is our opinion that the recommendations provided in the above referenced Geotechnical Update as well as the previous geotechnical reports have been properly incorporated into these plans. If you have questions regarding this memo or the referenced report, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEEI Brett L. Anderson Principal Engineer Letter/cg G OFFSS/pN BREiT L. ANDERSON 2G.; No. C45389 m rr CIVIL ENGINEERING OF CA1-1F� . Copies: pdf / Addressee Sladden Engineering www.Sladdenengineering.com Sladden Engineering 45090 Golf Center Parkway, Suite F, Indio, CA 92201(760) 863-0713 Fax (760) 863-0847 6782 Stanton Avenue, Suite C, Buena Park, CA 90621(714) 523-0952 Fax (714) 523-1369 450 Egan Avenue, Beaumont, CA 99923 (951) 845-7743 Fax (951) 845-8863 www.Sladdenengineering.com April 21, 2023 BRES2023-0210 Project No. 544-13316 23-04-222 Fedderly-Camarena Design, Inc. 38747 Nopales Road Palm Desert, California 92211 Project: Proposed Custom Residence 53293 Via Bellagio The Hideaway — Lot 309 La Quinta, California Subject: Geotechnical Update Reviewed for Code Compliance October 12, 2023 Interwest Consulting Group Ref: Geotechnical Engineering Report prepared by Earth Systems CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PL IANCE By.-Deisy Mendez DATE 1011612023 outhwest (ESSW) dated September 22, 2000; File No. 07117-10, Report No. 00-09-772 Report of Testing and Observation During Rough Grading prepared by ESSW dated August 28, 2002; File No. 07117-11, Report No. 01-07-718 Report of Testing and Observation During Rough Grading prepared by Sladden Engineering dated October 12, 2003; Project No. 544-2199 Report No. 03-10-647 In accordance with your request, we have reviewed the above referenced geotechnical reports as they relate to the design and construction of the proposed custom residence. The project site is located at 53293 Via Bellagio within the Hideaway Golf Club development in the City of La Quinta, California. It is our understanding that the proposed residence will be a relatively lightweight wood -frame structure supported by conventional shallow spread footings and concrete slabs on grade. The subject lot was previously graded during the rough grading of the Hideaway project site and was subsequently regraded. The rough grading included over -excavation of the native surface soil along with the placement of engineered fill soil to construct the building pads. The regrading included processing the surface soil along with minor cuts and fills to construct the individual building pads to the current configurations. Some additional over -excavation was performed in areas where the building envelopes were reconfigured. The most recent site grading is summarized in the referenced Report of Testing and Observations During Rough Grading prepared by Sladden Engineering along with the compaction test results. The referenced reports include recommendations pertaining to the construction of residential structure foundations. Based upon our review of the referenced reports, it is our opinion that the structural values included in the referenced grading report prepared by Sladden Engineering remain applicable for the design and construction of the proposed residential structure foundations. Sladden Engineering April 21, 2023 -2- Project No. 544-13316 23-04-222 The proposed residence may be supported upon conventional shallow spread footings. Conventional shallow spread footings should be bottomed into properly compacted engineered fill soil a minimum of 12 inches below lowest adjacent grade. Continuous footings should be at least 12 inches wide and isolated pad footings should be at least 2 feet wide. Continuous footings and isolated pad footings may be designed utilizing allowable bearing pressures of 1500 psf and 2000 psf, respectively. Allowable increases of 300 psf for each additional 1 foot of width and 300 psf for each additional 6 inches of depth may be utilized, if desired. The maximum allowable bearing pressure should be 3000 psf. The recommended allowable bearing pressures may be increased by one-third for wind and seismic loading. Based on the recommended allowable bearing pressures, the total static settlement of the shallow footings is anticipated to be less than one inch provided foundation area preparation conforms to the recommendations included in this report. Differential static settlement is anticipated to be approximately one-half of the total static settlement for similarly loaded footings spaced up to approximately 40 feet apart. Lateral forces may be resisted by friction along the base of the foundations/slabs and passive resistance along the sides of the footings. A friction coefficient of 0.50 times the normal dead load forces is recommended for use in design. Passive resistance may be estimated using an equivalent fluid weight of 300 pcf. If used in combination with the passive resistance, the frictional resistance should be reduced by one third to 0.33 times the normal dead load forces. The bearing soil is non -expansive and falls within the "very low" expansion category in accordance with 2022 California Building Code (CBC) classification criteria. Slab thickness and reinforcement should be determined by the structural engineer. We recommend a minimum floor slab thickness of 4.0 inches and minimum reinforcement of #3 bars at 24 inches on center in both directions. All slab reinforcement should be supported on concrete chairs to ensure that reinforcement is placed at slab mid -height. Slabs with moisture sensitive surfaces should be underlain with a moisture vapor retarder consisting of a polyvinyl chloride membrane such as 10-mil Visqueen, or equivalent. All laps within the membrane should be sealed and at least 2 inches of clean sand should be placed over the membrane to promote uniform curing of the concrete. To reduce the potential for punctures, the membrane should be placed on a pad surface that has been graded smooth without any sharp protrusions. If a smooth surface cannot be achieved by grading, consideration should be given to placing a thin leveling course of sand across the pad surface prior to placement of the membrane. The seismic design category for a structure may be determined in accordance with Section 1613 of the 2022 CBC or ASCE7-16. According to the 2022 CBC, Site Class D measured may be used to estimate design seismic loading for the proposed structures with a sufficient understanding of the subsurface soil conditions. The 2022 CBC Site Specific Seismic Hazard Analyses are attached. Sladden Engineering April 21, 2023 -3- Project No. 544-13316 23-04-222 Because the lot has been previously rough graded, the remedial grading required at this time should be minimal provided that the building falls within the previously established building envelope. The building area should be cleared of surface vegetation, scarified and moisture conditioned prior to precise grading. The exposed surface soil should be compacted to a minimum of 90 percent relative compaction prior to fill placement. Any fill material required to attain design grades should be placed in thin lifts at near optimum moisture content and compacted to at least 90 percent relative compaction. If you have questions regarding this letter or the referenced reports, please contact the undersigned. Respectfully submitted, SLADDEN ENGINEERIN Brett L. Anderson Principal Engine SER/ra Copies: pdf / Addressee BRETT L. MDERSON Z 045389 m GNIL ENGINEERING OF CAL E R 1NG 0 HEW J. COHRT o Matthew Cohrt 2634 Principal Geologis �T OF CA0\ Sladden Engineering ,5qg, -7 ,3-oq Please verify that soils reports contain all of the above information. In addition, to assure continuity between the investigationlreporting stage and the execution stage, please use the following checklist to verify that the conclusions and recommendations in the report cover all the required elements. Only then can we be assured that the construction documents address all of the site soil conditions. La Wnta Geotechnicag Report Checklist Does the "Conclusions and Recommendations" section of the report address each of the following criteria? "Address' means: (a) the criterion is considered significant and mitigation measure(s) noted, -or, (b) the criterion is considered insigr)ificant and explicitly so stated. yes -No C�Iterion Foundation criteria based upon bearing capacity of natural or compacted soil. El E3 Foundation criteria to mitigate the effects of expansive soils. 0 Foundation criteria based' upon bearing capacity I of natural or compacted soil. 0 0 Foundation criteria to mitigate.the effects of liquefaction. El ® Foundation criteriato mitigate the effects of seismically Induced differential settlement. El Foundation criteria to mitigate the effects of long -terra differential settlement- 0 Foundation criteria to mitigate the effects of varying soil strength- 0 Foundation criteria to mitigate expected total and differential settlemen* t. Any "No" answers to the above checklist should be noted as specific required corrections. H MMZ Project: 53293 Via Bellagio, La Quinta Project Number: 544-13316 Client: Fedderly-Camarena Design, Inc. Site Lat/Long: 33.6613/-116.2570 Controlling Seismic Source: San Andreas REFERENCE NOTATION VALUE Site Class C, D, D default, or E D measured Site Class D -Table 11.4-1 Fa 1.0 Site Class D - 21.3(ii) F 2.5 0.2*(SD1/SDS) TD 0.200 SDl/SDS Ts 1.000 Fundamental Period (12.8.2) T Period Seismic Design Maps or Fig 22-14 T, 8 Equation 11.4-4 - 2/3*SMI SDI 1.0000 Equation 11.4-2- Fv*S11 SMI 1.5000 Fv as determined by Section 21.3 Cr - At Perods <=0.2, Cr=CRs CRs 0.908 Cr - At Periods >=1.0, Cr=CRI CRI 0.891 Code based design value. See accompanying data for Site Specific Design values. Sladden Engineering SITE -SPECIFIC GROUND MOTION ANALYSIS (ASCE 7-16) REFERENCE NOTATION VALUE REFERENCE NOTATION VALUE Fv (Table 11.4-2)[Used for General Spectrum] Fv 1.7 Design Maps SS 1.500 0.2*(SD1/SDS) To 0.136* Design Maps S1 0.600 SDI/SDS Ts 0.68* Equation 11.4-1- FA*Ss SMs 1.500* Equation 11.4-4 - 2/3*SM1 SDI 0.680* Equation 11.4-3 - 2/3*SMs SDS 1.00* Equation 11.4-2 - Fv*S1 SMI 1.020* Design Maps PGA 0.639 Table 11.8-1 FPGA 1.1 Equation 11.8-1- FPGA*PGA PGAM 0.703* Section 21.5.3 80% of PGAM 0.562 Design Maps CRs 0.908 Design Maps CRI 0.891 RISK COEFFICIENT Cr- At Periods between 0.2 and 1.0 Period Cr use trendline formula to complete 0.200 0.908 0.300 0.906 0.400 0.904 0.500 0.902 0.600 0.900 0.680 0.898 1.000 0.891 Mapped values from https://hazards.atcouncii.org/ https://www.seismicmaPS.org/ PROBABILISTIC SPECTRAL 2% in 50 year Exceedence Period UGHM RTGM Max Directional Scale Factor Probabilistic MCE 0.010 0.800 0.769 1.19 0.915 0.100 1.335 1.308 1.19 1.557 0.200 1.776 1.749 1.20 2.099 0.300 2.036 1.938 1.22 2.364 0.500 2.019 1.864 1.23 2.293 0.750 1.672 1.522 1.24 1.887 1.000 1.429 1.275 1.24 1.581 2.000 0.823 0.730 1.24 0.905 3.000 0.565 0.498 1.25 0.623 4.000 0.417 0.365 1.25 0.456 5.000 0.318 0.280 1.26 0.353 2.50 2.00 1.50 0.50 0 00 Probabilistic PGA: 0.800 Is Probabilistic Saar ),)<1.2Fa? NO Project No: 544-13316 1 Data Sources: httDS://earthcivake.usgs.gov/hazards/interactive httas://earthquake.usgs-gov/designmaps/rtgm/ z Shahi-Baker RotD100/RotD50 Factors (2014) 11 OBABI TIG I PR MCER SPECTRAL RESPONSE ACCELERATIONS li ITi I I I ... _ I I. I_ ._�.. �I . I-.�._.�� i I iii 11� 1 i�(1 1 --UGHM -i- RTH M -0-Probabilistic MCER 0.000 1.000 2.000 Period (seconds) 3.000 4.000 5.000 Sladden Engineering DETERMINISTIC SPECTRUM Largest Amplitudes of Ground Motions Considering All Sources Calculated using Weighted Mean of Attenuation Equations' Controlling Source: San Andreas Is Probabilistic Sa(max)<1.2Fa? NO Period Deterministic PSa Median + 1.o for 5% Damping Max Directional Scale Factor Z Deterministic MCE Section 21.2.2 Scaling Factor Applied 0,010 0.624 1.19 0.742 0.7-1.2 0.020 0.626 1.19 0.745 0.745 0.030 0.637 1.19 0.758 0,758 0.050 0.681 1.19 0.811 0.811 0.075 0.821 1.19 0.977 0.977 0.100 0.976 1.19 1.162 1.162 0.150 1.206 1.20 1.448 1.448 0.200 1.351 1.20 1.621 1.621 0.250 1.446 1.21 1.750 1.750 0.300 1.494 1.22 1.822 1.822 0.400 1.496 1.23 1.841 1.841 0.500 1.441 1.23 1.772 1.772 0.750 1.158 1.24 1.436 1.436 1.000 0.968 1.24 1.200 1.200 1.500 0.695 1.24 0.861 0.861 2.000 0.530 1.24 0.657 0.657 3.000 0.363 1.25 0.454 0.454 4,000 0.258 1.25 0.322 0.322 5.000 0.192 1.26 1 0.242 1 0.242 2.00 1.50 0.50 000 ® 0.000 1.000 2.000 Sladden Engineering _ Period (seconds) Project No: 544-13316 Is Determinstic Sa(mex)<1.5*Fa? NO Section 21.2.2 Scaling Factor: N/A Deterministic PGA: 0.624 Is Deterministic PGA>=FPGA*0.5? YES ' NGAWest 2 GMPE worksheet and Uniform California Earthquake Rupture Forecast, Version 3 (UCERF3) -Time Dependent Model 2 Shahi-Baker RotD100/RotD50 Factors (2014) I -�- Deterministic MCER SITF SPECIFIC SPECTRA Period Probabilistic MCE Deterministic MCE Site -Specific MCE Design Response Spectrum (Sa) 0.010 0.915 0,742 0.742 0.495 0.100 1.557 1.162 1.162 0.775 0.200 2.099 1.621 1.621 1.081 0.300 2.364 1.822 1.822 1.215 0.500 2.293 1.772 1.772 1.181 0.750 1.887 1.436 1.436 0.957 1.000 1.581 1.200 1.200 0.800 2.000 0.905 0.657 0.657 0.438 3.000 0.623 0.454 0.454 0.303 4.000 0.456 0.322 0.322 0.215 5.000 0.353 1 0.242 1 0.242 0.161 SDS: SD1: SMS: SM1: Site Specific PGAm: Site Class: ASCE 7-16: Section 21.4 Site Specific Calculated Design Value Value 1.093 1.093 0.908 0.908 1.640 1.640 1.363 1.363 0.624 0.624 D measured Seismic Design Category - Short* D Seismic Design Category- 1s* D * Risk Categories I, II, or III Sladden Engineering Period ASCE 7 SECTION 21.3 General Spectrum 80% General Response Spectrum 0.005 0.415 0.332 0.010 0.430 0.344 0.020 0.460 0.368 0.030 0.490 0.392 0.050 0.550 0.440 0.060 0.580 0.464 0.075 0.625 0.500 0.090 0.670 0.536 0.100 0.700 0.560 0.110 0.730 0.584 0.120 0.760 0.608 0.136 0.808 0.646 0.150 0.850 0.680 0.160 0.880 0.704 0.170 0.910 0.728 0.180 0.940 0,752 0.200 1.000 0.800 0.250 1.000 0.800 0.300 1.000 0.800 0.400 1.000 0.800 0.500 1.000 0.800 0.600 1.000 0.800 0.640 1.000 0.800 0.750 1.000 0.800 0.850 1.000 0.800 0.900 1.000 0.800 0.950 1.000 0.800 1.000 1.000 0.800 1.500 0.667 0.533 2.000 0.500 0.400 3.000 0.333 0.267 4.000 0.250 0.200 5.000 0.200 0.160 Project No: 544-13316 m 000 3.000 4.000 5.000 Period (seconds) DEFERRED TRUSS SUBMITTAL REQUEST Date: 09/18/2023 Permit Application Number: Project Street Address: Applicant: BRES2023-0210 53293 Via Bellagio Fedderly and Associates Policy Conditions and Acknowledgment: 7 Limited to Custom Residential Prefabricated Wood Trussed Roof Projects W Q"fW CAI IFORIN r BRES2023-0210 CITY OF LA QUINTA BUILDING DIVISION REVIEWED FOR CODE COM PLIANCE -:Deisy Mendez DATE. 70/7612025 Submittal Package Shall Consist of Electronically Stamped and Signed Truss Calculations with Engineer of Record's Acceptance and a Roof Truss Layout W] City Anticipated Initial Review Time is Ten (10) Working Days with Rechecks of Five (5) Workings Days Fee for Plan Review and Processing will be the Actual Hourly Cost Incurred by the City Consultant and the Hourly Cost per the Applicable Fee Schedule for City Staff 7 Approval and Payment of Fees are Required Prior to Request for Roof Nail Inspection, No Exceptions By signing this form, the applicant agrees to, and will be solely responsible for any delays incurred by not complying with, the ' elines, on itio and requirements as identified. Signat //�� Nete: Aenlieant may erint out and sign f�rT+ by hand and then return a scanned cony back for review and annreyal City Staff Approved By: BRES2023-0210 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: Hideaway 309 ":) A �l_Tn Date/Time: 2023-09-13T11:13:25-07:00 (Page 1 of 18) Calculation Description: Title 24 Analysis CITY OF LA QUI N p& Fil Name: Hideaway Lot 309-Fedderly-23.ribd22x RI III IIimr. niyi-sInm 9FF4,wAWJ10% GENERAL INFORMATION REVIEWED FOR 01 Project Name Hideawa _ 309 CODECOMPUANCE Compliance 02 Run Title Title 24 F i&f Piss/ Mentie� DATE: 10/16/-093 October 03 Project Location Lot 309, . _ 3293 via Bellagio 04 City La Quinta 05 Standards Version 2022 06 Zip code 92253 07 Software Version EnergyPro 9.2 08 Climate Zone 15 09 Front Orientation (deg/ Cardinal) 45 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope Newly Constructed 13 Number of Bedrooms 5 14 Addition Cond. Floor Area (ft2) 0 15 Number of Stories 2 16 Existing Cond. Floor Area (ft2) n/a 17 Fenestration Average U-factor 0.37 18 Total Cond. Floor Area (ft2) 6628 19 Glazing Percentage (%) 30.34% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Fuel Type Natural gas 23 Occupancy U: No COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 2 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x ENERGY DESIGN RATINGS Energy Design Ratings Compliance Margins Source Energy (EDR') Efficiency' EDR (EDR2efficiency) Totalz EDR (EDR2total) Source Energy (EDR') Efficiency' EDR (EDR2efficiency) TotalZ EDR (EDR2total) Standard Design 27.6 39 19.2 Proposed Design 25.4 37.5 18.1 2.2 1.5 1.1 RESULTS: PASS 'Efficiency EDR includes improvements like a better building envelope and more efficient equipment 2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries 3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded • Standard Design PV Capacity: 9.98 kWdc • PV System resized to 9.98 kWdc (a factor of 9.979) to achieve 'Standard Design PV' PV scaling ...d Ikw.CR . _, HERS P R O V I O L Registration Number: Registration Date/Time: HERS Provider: 223-P016586973A-000-000-0000000-0000 2023-09-13 11:24:33 CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis Calculation Date/Time: 2023-09-13T11:13:25-07:00 Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x CF1R-PRF-01E (Page 3 of 18) ENERGY USE SUMMARY Energy Use Standard Design Source Energy (EDR1) (kBtu/ftz -yr) Standard Design TDV Energy (EDR2) (kTDV/ftz -yr) Proposed Design Source Energy (EDR1) (kBtu/ftz -yr) Proposed Design TDV Energy (EDR2) (kTDV/ftz -yr) Compliance Margin (EDR1) Compliance Margin (EDR2) Space Heating 0.73 3.38 0.88 6.28 -0.15 -2.9 Space Cooling 3.23 65.56 2.83 60.37 0.4 5.19 IAQ Ventilation 0.25 2.65 0.25 2.65 0 0 Water Heating 0.33 3.35 0.15 2.72 0.18 0.63 Self Utilization/Flexibility Credit 0 0 Efficiency Compliance Total 4.54 74.94 4.11 72.02 0.43 2.92 Photovoltaics -1.77 -47.87 -1.77 -47.73 Battery 0 0 Flexibility Indoor Lighting 0.39 3.75 0.39 3.75 Appl. & Cooking 1.01 6.52 1 6.47 Plug Loads 1.11 11.21 1.11 11.21 Outdoor Lighting 0.11 1 0.11 1 TOTAL COMPLIANCE 5.39 49.55 4.95 46.72 Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis Calculation Date/Time: 2023-09-13T11:13:25-07:00 Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x CF1R-PRF-01E (Page 4 of 18) ENERGY USE INTENSITY Standard Design (kBtu/ftz - yr) Proposed Design (kBtu/ftz - yr) Compliance Margin (kBtu/ftz - yr) Margin Percentage Gross EUI' 11.03 10.06 0.97 8.79 Net EUI' 2.25 1.28 0.97 43.11 Notes 1. Gross EUI is Energy Use Total (not including PV) / Total Building Area. 2. Net EUI is Energy Use Total (including PV) / Total Building Area. REQUIRED PV SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size Azimuth Tilt Array Angle Tilt: (x in Inverter Eff. Annual (kWdc) Exception Module Type Array Type Power Electronics CFI (deg) Input (deg) 12) N Solar Access N 9.98 NA Standard (14-17%) Fixed none true 150-270 n/a n/a <=7:12 96 98 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. • Cool roof • Insulation below roof deck • Window overhangs and/or fins • Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed Registration Number: 223-P016586973A-000-000-0000000-0000 CA Building Energy Efficiency Standards - 2022 Residential Compliance Registration Date/Time: 2023-09-13 11:24:33 Report Version: 2022.0.000 Schema Version: rev 20220901 HERS Provider: CaICERTS inc. Report Generated: 2023-09-13 11:15:28 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E Project Name: Hideaway 309 Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 5 of 18) Calculation Description: Title 24 Analysis Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x HERS FEATURE SUMMARY The following is a summary of the features that must be field -verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry • Quality insulation installation (QII) • Indoor air quality ventilation • Kitchen range hood • Minimum Airflow • Verified EER/EER2 • Verified SEER/SEER2 • Verified Refrigerant Charge • Fan Efficacy Watts/CFM • Verified HSPF • Verified heat pump rated heating capacity • Duct leakage testing • Low -leakage Air Handling Unit • Compact distribution system expanded credit BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ftz) Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems Hideaway 309 6628 1 5 4 0 1 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft2) Avg. Ceiling Height Water Heating System 1 Status Master Suite Conditioned AC-11 1006 11 DHW Sys 1 New Guest Casita Conditioned AC-22 1100 10 DHW Sys 1 New Living Area Conditioned AC-3 & 43 3276 12 DHW Sys 1 New Second Floor Conditioned AC-54 1246 9 DHW Sys 1 New Registration Number: Registration Date/Time: HERS Provider: 223-P016586973A-000-000-0000000-0000 2023-09-13 11:24:33 CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis Calculation Date/Time: 2023-09-13T11:13:25-07:00 Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x CF1R-PRF-01E (Page 6 of 18) OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft) Window and Door Area (ft2) Tilt (deg) NE Wall Master Suite R-21 Wall 45 Front 30 0 90 SE Wall Master Suite R-21 Wall 135 Left 120 10.8 90 SW Wall Master Suite R-21 Wall 225 Back 324 149.6 90 300d Wall Master Suite R-21 Wall 300 n/a 60 34.4 90 NW Wall Master Suite R-21 Wall 315 Right 472 50.2 90 NE Wall 2 Guest Casita R-21 Wall 45 Front 390 118.3 90 SE Wall 2 Guest Casita R-21 Wall 135 Left 330 135 90 SW Wall 2 Guest Casita R-21 Wall 225 Back 180 89 90 NW Wall 2 Guest Casita R-21 Wall 315 Right 330 18.9 90 NE Wall 3 Living Area R-21 Wall 45 Front 649 164 90 SE Wall 3 Living Area R-21 Wall 135 Left 1248 196.5 90 SW Wall 3 Living Area R-21 Wall 225 Back 636 360 90 NW Wall 3 Living Area R-21 Wall 315 Right 612 418.01 90 NE Wall 4 Second Floor R-21 Wall 45 Front 288 60 90 SE Wall 4 Second Floor R-21 Wall 135 Left 486 45 90 SW Wall 4 Second Floor R-21 Wall 225 Back 288 117 90 NW Wall 4 Second Floor R-21 Wall 315 Right 486 44 90 Roof Master Suite R-38/ R19 vented n/a n/a 1006 n/a n/a Roof 2 Guest Casita R-38/ R19 vented n/a n/a 1100 n/a n/a Roof 3 Living Area R-38/ R19 vented n/a n/a 3276 n/a n/a Roof 4 Second Floor R-38/ R19 vented n/a n/a 1246 n/a n/a Raised Floor Second Floor R-19 Floor (F.19.2x8.16) n/a n/a 1246 n/a n/a Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis Calculation Date/Time: 2023-09-13T11:13:25-07:00 Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x CF1R-PRF-01E (Page 7 of 18) ATTIC 01 02 03 04 05 06 07 08 Name Construction Type Roof Rise (x in 12) Roof Reflectance Roof Emittance Radiant Barrier Cool Roof Attic Master Suite Attic RoofMaster Suite Ventilated 3 0.61 0.88 No Yes Attic Guest Casita Attic RoofGuest Casita Ventilated 3 0.61 0.88 No Yes Attic Living Area Attic Roof Living Area Ventilated 3 0.61 0.88 No Yes Attic Second Floor Attic RoofSecond Floor Ventilated 3 0.61 0.88 No Yes FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. (ft2) Area U factor Source U-factor SHGC SHGC Source Exterior Shading C Window SE Wall Left 135 1 3.6 0.34 NFRC 0.23 NFRC Bug Screen C 2 Window SE Wall Left 135 1 3.6 0.34 NFRC 0.23 NFRC Bug Screen C 3 Window SE Wall Left 135 1 3.6 0.34 NFRC 0.23 NFRC Bug Screen 4 Window SW Wall Back 225 12 10 1 120 0.4 NFRC 0.21 NFRC Bug Screen E2 Window SW Wall Back 225 1 29.6 0.34 NFRC 0.23 NFRC Bug Screen E Window 300d Wall 300 1 6.4 0.34 NFRC 0.23 NFRC Bug Screen E1 Window 300d Wall 300 1 28 0.34 NFRC 0.23 NFRC Bug Screen D1 Window NW Wall Right 315 1 6.2 0.34 NFRC 0.23 NFRC Bug Screen D Window NW Wall Right 315 1 44 0.34 NFRC 0.23 NFRC Bug Screen GE Window NE Wall 2 Front 45 1 6.3 0.34 NFRC 0.23 NFRC Bug Screen GD Window NE Wall 2 Front 45 1 56 0.36 NFRC 0.18 NFRC Bug Screen GC Window NE Wall 2 Front 45 1 56 0.34 NFRC 0.23 NFRC Bug Screen Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis Calculation Date/Time: 2023-09-13T11:13:25-07:00 Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x CF1R-PRF-01E (Page 8 of 18) FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. (ftz) Area U-factor Source U-factor SHGC SHGC Source Exterior Shading GB1 Window SE Wall 2 Left 135 1 55 0.34 NFRC 0.24 NFRC Bug Screen 2 Window SE Wall 2 Left 135 1 80 0.4 NFRC 0.21 NFRC Bug Screen GB Window SW Wall 2 Back 225 1 33 0.34 NFRC 0.23 NFRC Bug Screen 12 Window SW Wall 2 Back 225 1 30 0.34 NFRC 0.24 NFRC Bug Screen GA Window SW Wall 2 Back 225 1 26 0.34 NFRC 0.23 NFRC Bug Screen GF Window NW Wall 2 Right 315 1 6.3 0.34 NFRC 0.23 NFRC Bug Screen GF 2 Window NW Wall 2 Right 315 1 6.3 0.34 NFRC 0.23 NFRC Bug Screen GF 3 Window NW Wall 2 Right 315 1 6.3 0.34 NFRC 0.23 NFRC Bug Screen B1 Window NE Wall 3 Front 45 1 68 0.34 NFRC 0.23 NFRC Bug Screen A Window NE Wall 3 Front 45 1 23 0.34 NFRC 0.23 NFRC Bug Screen 1 Window NE Wall 3 Front 45 5 10 1 50 0.4 NFRC 0.21 NFRC Bug Screen M1 Window NE Wall 3 Front 45 1 23 0.34 NFRC 0.23 NFRC Bug Screen B Window SE Wall 3 Left 135 1 50 0.34 NFRC 0.23 NFRC Bug Screen H Window SE Wall 3 Left 135 1 32.5 0.36 NFRC 0.18 NFRC Bug Screen G Window SE Wall 3 Left 135 1 18 0.34 NFRC 0.23 NFRC Bug Screen 8 Window SE Wall 3 Left 135 1 24 0.38 NFRC 0.2 NFRC Bug Screen F Window SE Wall 3 Left 135 1 12 0.34 NFRC 0.23 NFRC Bug Screen F1 Window SE Wall 3 Left 135 6 2 1 12 0.34 NFRC 0.23 NFRC Bug Screen Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis Calculation Date/Time: 2023-09-13T11:13:25-07:00 Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x CF1R-PRF-01E (Page 9 of 18) FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. (ftz) Area U-factor Source U-factor SHGC SHGC Source Exterior Shading F 2 Window SE Wall 3 Left 135 6 2 1 12 0.34 NFRC 0.23 NFRC Bug Screen F1 2 Window SE Wall 3 Left 135 6 2 1 12 0.34 NFRC 0.23 NFRC Bug Screen 7 Window SE Wall 3 Left 135 6 2 2 24 0.38 NFRC 0.2 NFRC Bug Screen 6 Window SW Wall 3 Back 225 24 10 1 240 0.4 NFRC 0.21 NFRC Bug Screen 42 Window SW Wall 3 Back 225 12 10 1 120 0.4 NFRC 0.21 NFRC Bug Screen 5 Window NW Wall 3 Right 315 17.5 10 1 175 0.4 NFRC 0.21 NFRC Bug Screen M Window NW Wall 3 Right 315 1 90 0.36 NFRC 0.18 NFRC Bug Screen L Window NW Wall 3 Right 315 10.7 14.3 1 151.0 0.34 NFRC 0.23 NFRC Bug Screen 2F Window NE Wall 4 Front 45 1 40 0.36 NFRC 0.18 NFRC Bug Screen 2F1 Window NE Wall 4 Front 45 1 20 0.36 NFRC 0.18 NFRC Bug Screen 2E Window SE Wall 4 Left 135 1 8 0.34 NFRC 0.23 NFRC Bug Screen 2D Window SE Wall 4 Left 135 1 4 0.34 NFRC 0.23 NFRC Bug Screen 2D 2 Window SE Wall 4 Left 135 1 4 0.34 NFRC 0.23 NFRC Bug Screen 2D 3 Window SE Wall 4 Left 135 1 4 0.34 NFRC 0.23 NFRC Bug Screen 2C Window SE Wall 4 Left 135 1 12.5 0.36 NFRC 0.18 NFRC Bug Screen 2C 2 Window SE Wall 4 Left 135 1 12.5 0.36 NFRC 0.18 NFRC Bug Screen 2B Window SW Wall 4 Back 225 1 9 0.34 NFRC 0.23 NFRC Bug Screen 13 Window SW Wall 4 Back 225 1 108 0.4 NFRC 0.21 NFRC Bug Screen Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 10 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft) Mult. (ft2) Area U-factor Source U-factor SHGC SHGC Source Exterior Shading 2A I Window I NW Wall 4 Right I 315 I I 1 I 20 I 0.34 I NFRC I 0.23 I NFRC I Bug Screen 2G L Window NW Wall 4 Right - 315 1 24 0.34 NFRC 0.23 NFRC Bug Screen OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Window Overhang Left Fin Right Fin Depth Dist Up Left Extent Right Extent Flap Ht. Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up 4 20 0.1 20 20 0 0 0 0 0 0 0 0 0 1 3 0.1 3 3 0 0 0 0 0 0 0 0 0 F1 3 0.1 3 3 0 0 0 0 0 0 0 0 0 F2 3 0.1 3 3 0 0 0 0 0 0 0 0 0 F12 3 0.1 3 3 0 0 0 0 0 0 0 0 0 7 3 0.1 3 3 0 0 0 0 0 0 0 0 0 6 14 0.1 14 14 0 0 0 0 0 0 0 0 0 4 2 22 0.1 22 22 0 0 0 0 0 0 0 0 0 5 22 0.1 22 22 0 0 0 0 0 0 0 0 0 L 2 0.1 2 2 0 0 0 0 0 0 0 0 0 Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 11 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft) Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab Master Suite 1006 92 none 0 80% No Slab 2 Guest Casita 1100 126 none 0 80% No Slab 3 Living Area 3276 259 none 0 80% No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Interior / Exterior Construction Name Surface Type Construction Type Framing Total Cavity Continuous U-factor Assembly Layers R-value R-value Inside Finish: Gypsum Board R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. 0. C. R-21 None / None 0.069 Cavity / Frame: R-21 / 2x6 Exterior Finish: 3 Coat Stucco Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Attic RoofMaster Suite Attic Roofs Wood Framed 2x4 @ 24 in. 0. C. R-19 None / 0 0.059 Siding/sheathing/decking Ceiling Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6.0 insul. Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Attic RoofGuest Casita Attic Roofs Wood Framed 2x4 @ 24 in. 0. C. R-19 None / 0 0.059 Siding/sheathing/decking Ceiling Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6.0 insul. Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Attic Roof Living Area Attic Roofs Wood Framed 2x4 @ 24 in. 0. C. R-19 None / 0 0.059 Siding/sheathing/decking Ceiling Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6.0 insul. Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 12 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Interior / Exterior Construction Name Surface Type Construction Type Framing Total Cavity Continuous U-factor Assembly Layers R-value R-value Roofing: Light Roof (Asphalt Shingle) Wood Framed Roof Deck: Wood Attic RoofSecond Floor Attic Roofs Ceiling 2x4 @ 24 in. 0. C. R-19 None / 0 0.059 Siding/sheathing/decking Cavity / Frame: R-13.0 / 2x4 Around Roof Joists: R-6.0 insul. Floor Surface: Carpeted R-19 Floor (F.19.2x8.16) Floors Over Wood Framed Floor 2x8 @ 16 in. O. C. R-19 None /None 0.047 Floor Deck: Wood Crawlspace Siding/sheathing/decking Cavity / Frame: R-19 / 2x8 Ceilings (below Wood Framed Over Ceiling Joists: R-28.9 insul. R-38/ R19 vented attic) Ceiling 2x4 @ 16 in. 0. C. R-38 None / None 0.025 Cavity / Frame: R-9.1 / 2x4 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 05 Quality Insulation Installation (QII) High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50 Required Not Required N/A n/a n/a WATER HEATING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Distribution Type Water Heater Name Number of Units Solar Heating Compact HERS Verification Water Heater System Distribution Name (#) DHW Sys 1 Domestic Hot Standard DHW Heater 1 2 n/a Expanded DHW Sys DHW Heater 1 (2) Water (DHW) 1-hers-dhw Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 13 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x WATER HEATERS - NEEA HEAT PUMP 01 02 03 04 05 06 07 08 Name # of Units Tank Vol. (gal) NEEA Heat Pump NEEA Heat Pump Tank Location Duct Inlet Air Source Duct Outlet Air Source Brand Model AOSmithHPS1080H4 DHW Heater 1 2 80 A. O. Smith Outside Living Area Living Area 5DV2xx WATER HEATING - COMPACT DISTRIBUTION 01 02 03 04 05 06 07 Master Bath distance of Kitchen distance of Furthest Third furthest Dwelling Unit type Water Heating System furthest fixture to Water furthest fixture to Water fixture to Water Heater Compactness Factor HERS Verification Name Heater (ft) Heater (ft) (ft) Dwelling DHW Sys 1 n/a n/a n/a 0.6 Expanded Credit WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Shower Drain Water Heat Recovery DHW Sys 1- 1/2 Not Required Not Required Required Expanded Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Cooling Unit Name Cooling Equipment Fan Name Distribution Name Required Count Count Thermostat Type AC-11 Heat pump Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution Setback heating cooling 1 1 System 1 AC-22 Heat pump Heat Pump System 1 Heat Pump System 1 HVAC Fan 2 Air Distribution Setback heating cooling 2 2 System 2 AC-3 & 43 Heat pump Heat Pump System 2 Heat Pump System 2 HVAC Fan 3 Air Distribution Setback heating cooling 3 3 System 3 Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 14 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 Name System Type Heating Unit Name Heating Equipment Cooling Unit Name Cooling Equipment Fan Name Distribution Name Required Count Count Thermostat Type AC-54 Heat pump Heat Pump System 1 Heat Pump System 1 HVAC Fan 4 Air Distribution Setback heating cooling 4 4 System 4 HVAC - HEAT PUMPS 01 02 03 04 05 06 07 08 09 10 11 12 13 Heating Cooling Name System Type Number of Units Zonally Controlled Compressor Type HERS Verification Efficiency HSPF / Efficiency SEER / EER / HSPF2 / Cap 47 Cap 17 EER / Type COP Type SEER2 CEER Heat Pump Central split HP 1 HSPF 10 47000 30550 EERSEER 18 13 Not Zonal Single Heat Pump System System 1 Speed 1-hers-htpump Heat Pump Central split HP 1 HSPF 10 47000 30550 EERSEER 18 13 Not Zonal Single Heat Pump System System 2 Speed 2-hers-htpump Heat Pump Central split HP 2 HSPF 10 55500 36075 EERSEER 18 13 Not Zonal Single Heat Pump System System 3 Speed 3-hers-htpump Heat Pump Central split HP 1 HSPF 10 55500 36075 EERSEER 18 13 Not Zonal Single Heat Pump System System 4 Speed 4-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified Verified Refrigerant Verified Verified Heating Verified Heating SEER/SEER2 Charge HSPF/HSPF2 Cap 47 Cap 17 Heat Pump System Required 350 Required Required Yes Yes Yes Yes 1-hers-htpump Heat Pump System Required 350 Required Required Yes Yes Yes Yes 2-hers-htpump Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 15 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER/EER2 Verified Verified Refrigerant Verified Verified Heating Verified Heating SEER/SEER2 Charge HSPF/HSPF2 Cap 47 Cap 17 Heat Pump System Required 350 Required Required Yes Yes Yes Yes 3-hers-htpump Heat Pump System Required 350 Required Required Yes Yes Yes Yes 4-hers-htpump HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Duct Ins. R-value Duct Location Surface Area Name Type Design Type Bypass Duct Duct Leakage HERS Verification Supply Return Supply Return Supply Return Air Distribution Unconditioned Non Verified R 8 R 8 Attic Attic n/a n/a No Bypass Duct Air Distribution System 1 attic System 1-hers-dist Air Distribution Unconditioned Non Verified R 8 R 8 Attic Attic n/a n/a No Bypass Duct Air Distribution System 2 attic System 2-hers-dist Air Distribution Unconditioned Non Verified R 8 R 8 Attic Attic n/a n/a No Bypass Duct Air Distribution System 3 attic System 3-hers-dist Air Distribution Unconditioned Air Distribution Non Verified R 8 R 8 Attic Attic n/a n/a No Bypass Duct System 4 attic System 4-hers-dist HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Low Leakage Name Duct Leakage Duct Leakage Verified Duct Verified Duct Buried Ducts Deeply Buried Low -leakage Air Ducts Entirely in Verification Target (%) Location Design Ducts Handler Conditioned Space Air Distribution Yes 6.0 Not Required Not Required Not Required Credit not taken Required No System 1-hers-dirt Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 16 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Low Leakage Name Duct Leakage Duct Leakage Verified Duct Verified Duct Buried Ducts Deeply Buried Low -leakage Air Ducts Entirely in Verification Target (%) Location Design Ducts Handler Conditioned Space Air Distribution Yes 6.0 Not Required Not Required Not Required Credit not taken Required No System 2-hers-dirt Air Distribution Yes 6.0 Not Required Not Required Not Required Credit not taken Required No System 3-hers-dirt Air Distribution Yes 6.0 Not Required Not Required Not Required Credit not taken Required No System 4-hers-dirt HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM) Name HVAC Fan 1 HVAC Fan 0.35 HVAC Fan 1-hers-fan HVAC Fan 2 HVAC Fan 0.35 HVAC Fan 2-hers-fan HVAC Fan 3 HVAC Fan 0.35 HVAC Fan 3-hers-fan HVAC Fan 4 HVAC Fan 0.35 HVAC Fan 4-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.35 HVAC Fan 2-hers-fan Required 0.35 HVAC Fan 3-hers-fan Required 0.35 HVAC Fan 4-hers-fan Required 0.35 Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 17 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x INDOOR AIR QUALITY (IAQ) FANS 01 02 03 04 05 06 07 08 09 Dwelling Unit Airflow (CFM) Fan Efficacy IAQ Fan Type Includes Heat/Energy IAQ Recovery Includes Fault HERS Verification Status (W/CFM) Recovery? Effectiveness - SRE Indicator Display? SFam IAQVentRpt 216 0.35 Exhaust No n/a / n/a No Yes � CaICERTS, p� t f HERS PROVI tN Registration Number: Registration Date/Time: HERS Provider: 223-P016586973A-000-000-0000000-0000 2023-09-13 11:24:33 CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD Project Name: Hideaway 309 Calculation Description: Title 24 Analysis CF1R-PRF-01E Calculation Date/Time: 2023-09-13T11:13:25-07:00 (Page 18 of 18) Input File Name: Hideaway Lot 309-Fedderly-23.ribd22x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. 1 certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Documentation Author Signature: Tim Scott Company: Signature Date: Scott Design and Title 24, Inc. 2023-09-13 11:24:33 Address: CEA/ HERS Certification Identification (If applicable): 77085 Michigan Dr. City/State/Zip: Phone: Palm Desert, CA 92211 760-200-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1. 1 am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2. 1 certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3. The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name: Responsible Designer Signature: Tim Scott Company: Date Signed: Scott Design and Title 24, Inc. 2023-09-13 11:24:33 Address: License: 77085 Michigan Dr. na City/State/Zip: Phone: Palm Desert, CA 92211 760-200-4780 Digitally signed by CaICERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. Registration Number: 223-PO 1 6586973A-000-000-0000000-0000 Registration Date/Time: 2023-09-13 11:24:33 HERS Provider: Easy to Verify at CaICERTS.com CaICERTS inc. CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000 Report Generated: 2023-09-13 11:15:28 Schema Version: rev 20220901 RTIFICATE OF OCCUPANCY DESIGN AND DEVELOPMENT DEPARTMENT This Certificate is issued pursuant to the requirements of Chapter 1 Section R110 of the California Residential 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: 53293 VIA BELLAGIO Use Classification: Building Residential Occupancy Group: R-3: 1 & 2 Family Type of Construction: V-B Dwellings Code Edition: 2022 Sprinkler Installed: YES By: Edward Ghera Date: 1 /22/2025 12: OO:OOAM Building Official: AJ ORTEGA taQ�(v Permit No.: BRES2023-0210 Land Use Zone: RL Sprinkler Required: YES Owner of Building: Via Bellaigo LLC Address: 38-747 Nopales Rd City, ST, ZIP: Palm Desert, CA 92211 GEM ofthe DESERT — POST IN A CONSPICUOUS PLACE