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BCOM2021-0079Description: RAPPORT/ 13,916SF RETAIL TI/VB/M, S-OCC/126-OL/SPRINKLED Type: BUILDING COMMERCIAL Subtype: REMODEL Status: ISSUED Applied: 7/29/2021 ECON (WEB) Approved: 8/8/2022 AOR Parcel No: 604521010 Site Address: 44125 JEFFERSON ST LA QUINTA,CA 92253 Subdivision: Block: Lot: Issued: 8/9/2022 ONLINE Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $100,000.00 Occupancy Type: Construction Type: Expired: 8/4/2023 ECON No. Buildings: 0 No. Stories: 0 No. Unites: 0 8/24/2021 Details: 13,916SF RETAIL STORE WITH STORAGE TI/VB/M, S-OCC/126-OL/SPRINKLED [RAPPORT RM FURNITURE] THIS PERMIT DOES NOT INCLUDE BUILDING SIGNAGE, STORAGE RACKS OR PLUMBING ALTERATIONS. TUMF AND DIF NOT ASSESSED BASED ON NO CHANGE OF USE OR ADDITIONAL SQUARE FOOTAGE. 2019 CALIFORNIA BUILDING CODES. 1 375 Applied to Approved Approved to Issued Printed: Monday, April 17, 2023 8:24:43 AM 1 of 12 WsYsrEMS CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK COMPLETE/READY FOR PICK AJ ORTEGA 8/24/2021 8/24/2021 EMAIL SENT TO APPLICANT (SPLATT@LLOYDPLATT.COM) WITH 1ST REVIEW CORRECTIONS. UP PLAN CHECK EMAIL SENT TO APPLICANT (SPLATT@LLOYDPLATT.COM) COMPLETE/READY FOR PICK AJ ORTEGA 11/12/2021 11/12/2021 WITH 2ND REVIEW CORRECTIONS. UP PLAN CHECK EMAIL SENT TO APPLICANT (SPLATT@LLOYDPLATT.COM) COMPLETE/READY FOR PICK AJ ORTEGA 1/27/2022 1/27/2022 THAT PLANS ARE APPROVED AND PERMIT IS READY TO ISSUE UP WITH CONDITIONS. PLAN CHECK/PERMIT AJ ORTEGA 8/8/2022 8/8/2022 APPLICATION FOR PERMIT EXTENSION GRANTED FOR 90 - EXTENSION DAYS UNTIL NOVEMBER 6, 2022 TO OBTAIN THE PERMIT. RESUBMITTAL AJ ORTEGA 10/20/2021 10/20/2021 ATTACHMENTS VERIFIED, 2ND SUBMITTAL REVIEWS CREATED. Printed: Monday, April 17, 2023 8:24:43 AM 1 of 12 WsYsrEMS RESUBMITTAL AJ ORTEGA 12/22/2021 1/3/2022 ATTACHMENTS VERIFIED 3RD REVIEWS CREATED FROM ORIGINAL RESUBMITTAL DATE. - APPLICANT UPLOADED REVISED PLAN SHEET S-1, SUBMITTAL DUANE CLAYTON 9/13/2022 9/13/2022 STRUCTURAL RFI FOR SHEAR WALL ALTERATION AND PARTITION WALL BRACING. Received phone call from new contractor representative coming in to take over this project. Asked for brief update on permit status and fire department permit requirements. I TELEPHONE CALL KOHL HETRICK 7/27/2022 7/27/2022 confirmed that he did have a current copy of the Conditions of Approval. I thoroughly explained the Fire Protection Engineer requirements for the High -Pile Storage Technical Report. CONDITIONS CONDITION DATE DATE DATE CONTACT STATUS REMARKS NOTES TYPE ADDED REQUIRED SATISFIED OWNERSHIP AND CONTRACTOR INFORMATION REQUIRED. READY TO ISSUE AJ ORTEGA 1/27/2022 8/8/2022 COMPLETE OWNERSHIP INFORMATION WAS UPDATED ON CHECKLIST COUNTY WEBSITE, AND CONTRACTOR INFORMATION HAS BEEN PROVIDED, STATUS UPDATED TO COMPLETE. CONTACTS NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT STEVE PLATT 82410 Padova dr Indio ca 92203 (949)933-5757 splatt@lloydplatt.com CONTRACTOR PHANTOM CONSTRUCTION INC 42222 RANCHO LAS RANCHO CA 92270 (949)933-5757 ZACH@PHANTOM- PALMAS DRIVE #1823 MIRAGE DEVELOPMENT.COM OWNER STEP IN US 435 N LA BREA AVE LOS ANGELES CA 90036 (949)933-5757 Printed: Monday, April 17, 2023 8:24:43 AM 2 of 12 WsYsrEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY PLAN CHECK/PERMIT EXTENSION 101-0000-42600 0 $111.71 $111.71 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON PROCESSING Total Paid for ADMINISTRATIVE: $111.71 $111.71 ART IN PUBLIC PLACES - 270-0000-432010 $500.00 $500.00 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON COMMERCIAL Total Paid for ART IN PUBLIC PLACES - AIPP: $500.00 $500.00 HOURLY CHARGE - INTERWEST 101-0000-42600 1.5 $187.50 $187.50 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON STRUCTURAL PLAN REVIEW HOURLY CHARGE - INTERWEST 101-0000-42600 0.5 $62.50 $62.50 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON STRUCTURAL PLAN REVIEW Total Paid for BLDG CITY STAFF - PER HOUR: $250.00 $250.00 BSAS SB1473 FEE 1 101-0000-20306 1 0 1 $4.00 1 $4.00 1 8/9/22 1 WEB12706 704327069 1 CREDIT 1 1086080 ECON Total Paid for BUILDING STANDARDS ADMINISTRATION $4.00 $4.00 BSA. NON-RESIDENTIAL, EA 101-0000-42403 0 $250.08 $250.08 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON ADDITIONAL 2,000SF NON-RESIDENTIAL, EA 101-0000-42600 0 $66.72 $66.72 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON ADDITIONAL 2,000SF PC NON-RESIDENTIAL, 101-0000-42403 0 $125.05 $125.05 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON FIRST 2,000SF NON-RESIDENTIAL, 101-0000-42600 0 $96.70 $96.70 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON FIRST 2,000SF PC Total Paid for ELECTRICAL - NEW CONSTRUCTION 2021: $538.55 $538.55 FIRE COMMERCIAL TI 1 101-0000-42421 1 0 1 $161.00 1 $161.00 1 8/9/22 1 WEB12706 704327069 CREDIT 1 1086080 ECON Printed: Monday, April 17, 2023 8:24:43 AM 3 of 12 WsYsrEMS DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY FIRE COMMERCIAL TI 101-0000-42420 0 $242.00 $242.00 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON PC Total Paid for FIRE FEES: $403.00 $403.00 AIR HANDLER 101-0000-42402 0 $375.12 $375.12 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON AIR HANDLER PC 101-0000-42600 0 $125.01 $125.01 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON CONDENSER/COMPRES 101-0000-42402 0 $375.12 $375.12 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON SOR CONDENSER/COMPRES 101-0000-42600 0 $250.11 $250.11 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON SOR PC Total Paid for MECHANICAL 2021: $1,125.36 $1,125.36 PARTITION 101-0000-42400 0 $83.37 $83.37 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON PARTITION PC 101-0000-42600 0 $153.39 $153.39 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON Total Paid for PARTITION 2021: $236.76 $236.76 RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 SMI -COMMERCIAL 101-0000-20308 0 $28.00 $28.00 8/9/22 1 WEB12706 704327069 1 CREDIT 1 1086080 ECON Total Paid for STRONG MOTION INSTRUMENTATION SMI: $28.00 $28.00 TECHNOLOGY 502-0000-436110 $5.00 $5.00 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 DOOR/WINDOW, 101-0000-424000 $111.15 $111.15 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON NEW/ALT, FIRST 1 Printed: Monday, April 17, 2023 8:24:43 AM 4 of 12 WsYsrEMS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD DATE DATE BY DOOR/WINDOW, 8/26/2022 8:48 AM PHANTOM CONSTRUCTION INC 101-0000-42600 0 $126.72 $126.72 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON NEW/ALT, FIRST 1 PC eTRAKiT Inspection INC TEMP USE OF PERM PWR DCL 8/29/2022 8/29/2022 Total Paid for WINDOW/SLIDING GLASS $237.87 $237.87 DOOR/FENESTRATION 2021: ALTERATIONS/ADDITIO Request Site Address: 44125 JEFFERSON ST Phone:8584140492 101-0000-424000 $161.00 $161.00 8/9/22 WEB12706 704327069 CREDIT 1086080 ECON NS - NON-RESIDENTIAL Total Paid for ZONING CLEARANCE - PLANNING PLAN $161.00 $161.00 CHECK: MTOTALS: $3,622.25 $3,622.25 Printed: Monday, April 17, 2023 8:24:43 AM 5 of 12 WsYsrEMS 1w 11i"t-1:1*41 Lei SEQID INSPECTION TYPE INSPECTOR SCHEDULED COMPLETED RESULT REMARKS NOTES DATE DATE 8/26/2022 8:48 AM PHANTOM CONSTRUCTION INC Contact Name: PHANTOM CONSTRUCTION DISAPPROVE eTRAKiT Inspection INC TEMP USE OF PERM PWR DCL 8/29/2022 8/29/2022 D Request Site Address: 44125 JEFFERSON ST Phone:8584140492 e -Mail: ZACH@PHANTOM- DEVELOPMENT.COM Printed: Monday, April 17, 2023 8:24:43 AM 5 of 12 WsYsrEMS TEMP USE OF PERM PWR DCL 8/29/2022 8/29/2022 DISAPPROVE D eTRAKiT Inspection Request - UNABLE TO ACCESS MAIN SERVICE OR ELECTRICAL EQUIPMENT ROOM.- ROUGH ELECTRICAL INSPECTION REQUIRED FOR THE TOTAL SCOPE OF WORK COMPLETED. WORK COVERED WITHOUT INSPECTION.- POWER FROM SUITE 103 IS BEING DIVERTED TO THIS SUITE FOR VARIOUS EQUIPMENT USES. - PROVIDE ACCESS BEHIND MAIN SERVICE COVER TO VERIFY WIRING. WIRING VERIFIED AT NEW SUB PANELS A AND B. - REVISE ELECTRICAL PANEL SCHEDULES ON PLANS TO REFLECT CIRCUIT LAYOUTS IN PANELS A AND B ON SITE.- COMPLETE RELOCATION AND/OR REMOVAL OF DAMAGED ELECTRICAL EQUIPMENT AND CIRCUITS, AND UNUSED MECHANICAL EQUIPMENT ON MEZZANINE AREAS. ALTERNATIVELY, IF UNDAMAGED OR EXISTING EQUIPMENT IS PLANNED TO BE UTILIZED IT CAN BE INCORPORATED AS A PERMITTED INSTALLATION.- PROVIDE ACCESS TO VERIFY FRAMING, ROUGH ELECTRICAL, AND ANCHORING AT SEPARATION WALL BETWEEN SHOW ROOM AND STORAGE AREA.- EXISTING NUMBER FIVE SHEAR WALLS, WAND 16' IN LENGTH, HAVE BEEN MODIFIED ON FIRST LEVEL, UNDER MEZZANINE, ON STORE ROOM SIDE. SEE SHEAR WALL ALONG GRIDLINE 4.6 OF THE FOUNDATION PLAN (PLAN SET 05046). A SITE SPECIFIC DESIGN AND CALCULATIONS WILL BE REQUIRED FOR ALTERATIONS MADE TO THIS AREA. Printed: Monday, April 17, 2023 8:24:43 AM 6 of 12 WsYsrEMS BOND BEAM I DCL TEMP USE OF PERM PWR I DCL APPROVED eTRAKiT Inspection 9/13/2022 9/13/2022 W/EXCEPTIO Request N 9/20/2022 1 9/20/2022 1 APPROVED I PM Inspection Please 9/12/2022 12:56 PM PHANTOM CONSTRUCTION INC Structural detail above new emergency door Contact Name: PHANTOM CONSTRUCTION INC Site Address: 44125 JEFFERSON ST Phone:9499335757 e -Mail: ZACH@PHANTOM- DEVELOPMENT.COM - DOOR FRAME SUPPORT AT NORTH EGRESS DOOR. CONTRACTOR TO UPLOAD RFI FROM EOR FOR ALTERNATE FASTENING. 9/19/2022 3:22 PM PHANTOM CONSTRUCTION INC PM Inspection Time Please Contact Name: PHANTOM CONSTRUCTION INC Site Address: 44125 JEFFERSON ST Phone:9499335757 e -Mail: ZACH@PHANTOM- DEVELOPMENT.COM - TORQUE VERIFIED ON SITE DURING INSPECTION. Printed: Monday, April 17, 2023 8:24:43 AM 7 of 12 WsYsrEMS RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE IST BLDG INTERWEST 7/29/2021 8/12/2021 8/16/2021 REVISIONS REQUIRED COMPLETE (2 WK) 1ST BLDG NS — AJ ORTEGA 7/29/2021 8/12/2021 8/24/2021 REVISIONS REQUIRED SEE ATTACHED 1ST REVIEW CORRECTION LIST. ETRAKIT (2 WK) Printed: Monday, April 17, 2023 8:24:43 AM 7 of 12 WsYsrEMS 1ST FIRE - ETRAKIT KOHL 7/29/2021 8/5/2021 8/5/2021 REVISIONS REQUIRED SEE ATTACHMENTS (1 WK) HETRICK 1ST PERMIT TECH — PERMIT TECH 7/29/2021 7/30/2021 7/30/2021 COMPLETE COMPLETE TO INTERWEST PER PLANS EZAMINER ETRAKIT (1 DAY) BUCKET NEED STATEMENT OF OPERATIONS FROM 1ST PLANNING — CARLOS 7/29/2021 8/5/2021 8/5/2021 REVISIONS REQUIRED APPLICANT TO DETERMINE WHAT USE ACTUALLY ETRAKIT (1 WK) FLORES IS. WILL EMAIL APPLICANT INDEPENDENTLTY WITH THIS REQUEST STATEMENT OF OPERATIONS REVIEWED BY PLANNING MANAGER AND DIRECTOR AND IS 2ND PLANNING — CARLOS 8/11/2021 8/12/2021 8/11/2021 REVISIONS REQUIRED ACCEPTABLE. PLANS SHOULD BE REVISED TO ETRAKIT (1 DAY) FLORES BETTER REFLECT WHAT "SHOWROOM" WILL BE,, TO REFLECT SALES AREA AND BE CONSISTENT WITH STATEMENT OF OPERATIONS 3RD PLANNING — CARLOS 10/20/2021 10/27/2021 10/27/2021 READY FOR APPROVAL ETRAKIT (1 WK) FLORES 2ND PERMIT TECH — AJ ORTEGA 10/20/2021 10/21/2021 10/20/2021 COMPLETE ATTACHMENTS VERIFIED, 2ND SUBMITTAL ETRAKIT (1 DAY) REVIEWS CREATED. 2ND BLDG INTERWEST 10/20/2021 10/27/2021 10/29/2021 REVISIONS REQUIRED COMPLETE (1 WK) 2ND FIRE - ETRAKIT KOHL 10/20/2021 10/27/2021 10/28/2021 REVISIONS REQUIRED SEE ATTACHMENTS (1 WK) HETRICK 2ND BLDG NS — AJ ORTEGA 10/20/2021 10/27/2021 11/12/2021 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW COMMENTS. ETRAKIT (1 WK) 3RD PERMIT TECH — AJ ORTEGA 12/21/2021 12/22/2021 1/3/2022 COMPLETE ATTACHMENTS VERIFIED REVIEWS CREATED ETRAKIT (1 DAY) FROM ORIGINAL RESUBMITTAL DATE. 3RD FIRE - ETRAKIT KOHL 12/22/2021 1/4/2022 1/3/2022 APPROVED COA IN (1 WK) HETRICK ATTACHMENTS Printed: Monday, April 17, 2023 8:24:43 AM 8 of 12 WsYsrEMS 3RD BLDG AJ ORTEGA 12/22/2021 COMPLETE (1 WK) 1/4/2022 1/21/2022 1 REVISIONS REQUIRED Remaining comments: 1. This is a CMU Building, so that opening proposed for egress is going to be harder then I think anticipated. If you're aware of the CMU and that's going to be the plan, then I'll just need an engineered design for construction of the opening. 2. The energy documents for mechanical compliance still show an "Alteration" scope of work, I felt we had an understanding with the energy consultant that the forms would be revised to show "New". This comes down to the economizers being model in the report, which have already been shown on the mechanical plans, so I think it is just a paperwork item. 3. Air -moving systems supplying air in excess of 2,000 cfm to enclosed spaces shall be equipped with an automatic shutoff by interrupting the power source to the air -moving equipment upon detection of smoke in the main supply air duct. The mechanical plans show 2,000CFM units with detection outside the main supply duct, so this just needs to be reconciled for 1. If they are necessary (since we're borderline I would say yes); and 2. Making sure it is in the right location. 4TH BLDG REVIEWED SUPPLEMENTAL INFORMATION AND COMPLETE (1 WK) AJ ORTEGA 1/24/2022 1/31/2022 1/27/2022 APPROVED CORRELATED WITH 3RD SUBMITTAL DOCUMENTS. 0I' I— l►I1701 N I11 AT IMf1� Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2021-0079 - 1ST IST REVIEW DOC 8/24/2021 AJ ORTEGA REVIEW CORRECTION 0 CORRECTION LIST LIST.pdf Printed: Monday, April 17, 2023 8:24:43 AM 9 of 12 WsYsrEMS Printed: Monday, April 17, 2023 8:24:43 AM 10 of 12 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2021-0079 - 2ND DOC 11/12/2021 AJ ORTEGA 2ND REVIEW REVIEW CORRECTION 0 CORRECTION LIST LIST.pdf BCOM2021-0079 - 2ND DOC 11/12/2021 AJ ORTEGA 2ND REVIEW FIRE REVIEW FIRE MARKUP 0 MARKUP SUMMARY SUMMARY.pdf BCOM2021-0079 - DOC 1/27/2022 AJ ORTEGA ENERGY DOCUMENTS ENERGY DOCUMENTS 1 (APPROVED). (APPROVED).pdf DOC 1/27/2022 AJ ORTEGA PLAN SET (APPROVED) BCOM2021-0079 - PLAN1 SET (APPROVED).pdf BCOM2021-0079 - STRUCTURAL DOC 1/27/2022 AJ ORTEGA CALCULATIONS STRUCTURAL 1 (APPROVED) CALCULATIONS (APPROVED).pdf BCOM2022-0079 - DOC 9/13/2022 DUANE CLAYTON HEGGE ELECTRICAL HEGGE ELECTRICAL 1 LOCK OUT -TAG OUT LOCK OUT -TAG OUT.pdf DOC 7/29/2021 EtrakitContractor 1ST SUBMITTAL PLANS Rapport-La-Quinta.pdf 0 DOC 7/29/2021 EtrakitContractor 1ST SUBMITTAL ENERGY Title -24 - report.pdf 0 Statement of State mentOf0perations DOC 8/10/2021 EtrakitContractor 0 Operations pdf Rapport -Jefferson -2021- DOC 8/17/2021 EtrakitContractor Updated Plans 1 08-17.pdf Responses to fire DOC 8/21/2021 EtrakitContractor Fire -Responses. pdf 0 comments Plans updated with Fire Rapport -Fire -2021-08- DOC 8/21/2021 EtrakitContractor 0 Requirements 20.pdf BCOM2021-0079 - 2ND DOC 10/20/2021 Etrakit Contractor 2ND SUBMITTAL PLAN SUBMITTAL PLAN 0 SET SET.pdf Printed: Monday, April 17, 2023 8:24:43 AM 10 of 12 WsYsrEMS Printed: Monday, April 17, 2023 8:24:43 AM 11 of 12 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCOM2021-0079 - 2ND DOC 10/20/2021 Etrakit Contractor 2ND SUBMITTAL SUBMITTAL APPLICANT 0 APPLICANT RESPONSES RESPONSES.pdf BCOM2021-0079 - 2ND 2ND SUBMITTAL DOC 10/20/2021 Etrakit Contractor STRUCTURAL SUBMITTAL 0 STRUCTURAL CALCULATIONS CALCULATIONS.PDF BCOM2021-0079 - 2ND DOC 10/20/2021 Etrakit Contractor 2ND SUBMITTAL SUBMITTAL ENERGY 0 ENERGY DOCUMENTS DOCUMENTS.pdf BCOM2021-0079 - 3RD DOC 12/21/2021 Etrakit Contractor 3RD SUBMITTAL PLAN SUBMITTAL PLAN 0 SET SET.pdf BCOM2021-0079 - 3RD DOC 12/21/2021 Etrakit Contractor 3RD SUBMITTAL SUBMITTAL APPLICANT 0 APPLICANT RESPONSES RESPONSES.pdf BCOM2021-0079 - 3RD DOC 12/21/2021 Etrakit Contractor 3RD SUBMITTAL SUBMITTAL ENERGY 0 ENERGY DOCUMENTS DOCUMENTS.pdf BCOM2021-0079 - 3RD 3RD SUBMITTAL DOC 12/21/2021 Etrakit Contractor STRUCTURAL SUBMITTAL 0 STRUCTURAL CALCULATIONS CALCULATIONS.pdf DOC 9/13/2022 Etrakit Contractor RFI - MEZZANINE SHEARWALL seismic letter.pdf 1 REVISED SHEET S -1 - DOC 9/13/2022 Etrakit Contractor ALTERNTE BRACING S-1 - 220907.pdf 1 AND SHEAR WALL DOC 9/13/2022 Etrakit Contractor RFI - PARTITION WALLBRACING Wall Brace Letter.pdf 1 Printed: Monday, April 17, 2023 8:24:43 AM 11 of 12 WsYsrEMS Printed: Monday, April 17, 2023 8:24:43 AM 12 of 12 WsYsrEMS ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED Bolt Information for DOC 9/13/2022 Etrakit Contractor RFI - LINTEL DETAIL FOR Above New Emergency 1 NORTH EGRESS DOOR Door.pdf Engineering Letter for Partition Wall DOC 10/10/2022 Etrakit Contractor 1 24"OC Partition Wall support.pdf DOC 8/16/2021 INTERWEST 71241 BCOM2021-0079 71241 BCOM2021-0079 0 TI114425.pdf TI114425.pdf COM La Quinta- COM La Quinta- DOC 8/16/2021 INTERWEST BCOM2021-0079-PC1- BCOM2021-0079-PC1- 0 Commercial Tl.docx Commercial TI.docx 73384 44125 Jefferson 73384 44125 Jefferson DOC 10/29/2021 INTERWEST St TI BCOM2021- St TI BCOM2021- 0 0079.pdf 0079.pdf COM La Quinta- COM La Quinta- DOC 10/29/2021 INTERWEST BCOM2021-0079-PC2- BCOM2021-0079-PC2- 0 Commercial Tl.docx Commercial TI.docx BCOM2021-0079 - 1ST BCOM2021-0079 - 1ST DOC 8/5/2021 KOHL HETRICK PC - FIRE PC - FIRE 0 CORRECTIONS.pdf CORRECTIONS.pdf BCOM2021-0079 - 2ND BCOM2021-0079 - 2ND DOC 10/28/2021 KOHL HETRICK PC - FIRE PC - FIRE 0 CORRECTIONS.pdf CORRECTIONS.pdf BCOM2021-0079 - FIRE DOC 1/3/2022 KOHL HETRICK FIRE CONDITIONS OF CONDITIONS OF 1 APPROVAL APPROVAL.pdf Printed: Monday, April 17, 2023 8:24:43 AM 12 of 12 WsYsrEMS October 28, 2021 CITY OF LA QUINTA - SECOND REVIEW Permit No: BCOM2021-0079 Interwest No.: LAQ21-0060 Non -Structural: 3.5 -hours Structural: 0.5 -hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Commercial TI Address: 44125 Jefferson St 0 r"T I N T E R W E S T A SAFEbuilt COMPANY Interwest Consulting Group has completed a second code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: a. C-0 through T-2 dated 9/29/2021 by Steven Platt Architect. 2. Energy Compliance Documentation: dated 10/13/2021 byA & N Design Group. 3. Structural Calculations: dated 9/28/2021 by Ward Engineering Group. 4. Miscellaneous Documents: a. Statement of Operations. The 2019 California Building Code, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Electrical Code, 2019 California Green Building Standards Code, and 2019 California Energy 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 Randy Brumley, PE Elena Hartsough, SE Denise V. Reese Mechanical Engineer Structural Engineer ICC Plans Examiner 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 909.295-3142 INTERWESTGRP.COM Commercial Tl 44125 Jefferson 5t 10/28/21 PROJECT DATA: City of La Quinta -Second Review lnterwest Project No. L4Q21-0060 PermitApp: BCOM2021-0079 Page 2 of Occupancy Group: Area (sq. ft.): M S-2 4036 9880 Total Area: 13,916 Building Height: 35' Building Stories: 1 + Mezzanine Type of Construction: VB Occupant Load: 126 Valuation $80,000 Sprinklered: Y Risk Category: II Site Class (seismic): D -default Seismic Design Category: D Special Wind Region: Y Snow Loads: N GENERAL COMMENTS: G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following comments reference the 2019 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. I N T E R W E S T Commercial Ti 44125./efferson St 10/28/21 City ofLa Quinta - Second Review interwestProject No. LAQ21-0060 PermitApp: BCOM2021-0079 Page 3 of 6 The revised permit documents have been reviewed. The following comments are numbered per the original list and require further response and/or revision. The format includes the original comment followed by a new or clarified recheck comment in bold italic typeface, prefaced by PC2. PLAN REVIEW COMMENTS: BUILDING AND LIFE SAFETY COMMENTS: [Andrew Burke, aburke@interwestgrp.com, 925.965.0173] No further comments. DVR 10/27/2021 SITE ACCESSIBILITY. [Denise Reese; dreese@interwestgrp.com; 916.525.8422] SA2. PC2 new comments for newly provided sheet A0.00: A. Please update Accessibility Notes 4 & 6 (see middle of paragraph) to reference applicable 2019 CBC Chapter 11B Sections, not 11A. B. At Accessibility Note 6, please revise wording on unauthorized parking sign to include the word "special" in front of "license plates" and replace "may be towed" with "will be towed". Reference 2019 CBC 11B-502.8.2. C. From Site Plan, please verify the tactile sign identified at outside of building is not a tactile exit sign, but the accessible entrance sign. Clearly identify it on the Site Plan. SA3. PC2 new comments for newly provided sheet A0.01: A. At detail 4B, please revise mounting height of door opening hardware to specify door -opening hardware shall be centered between 34 and 44 inches above the floor. Reference 2019 CBC 11B- 404.2.7. B. From detail 7 at drawing on far left, wording at specified height of signs is overlapping making both notes illegible. Please revise. C. From detail 7 at unauthorized sign, please revise wording on sign to include the word "special" in front of "license plates" and replace "may be towed" with "will be towed". Reference 2019 CBC 11B-502.8.2. D. At detail 10, all references to details on sheet A1.11 are incorrect as these details are found on this plan sheet (A0.01). Please revise. INTERWEST Commercial Tl 44125 Jefferson 5t 10/28/21 ACCESSIBILITY: [Andrew Burke, aburke@interwestgrp.com, 925.965.0173] No further comments. DVR 10/27/2021 MECHANICAL: [Randy Brumley, PE; rbrumley@interwestgrp.com; 916.836.3170] M1. Sheet M-1: City of La Quinta -Second Review lnterwest Project No. LAQ21-0060 PermitApp: BCOM2021-0079 Page 4 of G. Air -moving systems supplying air in excess of 2,000 cfm to enclosed spaces shall be equipped with an automatic shutoff by interrupting the power source to the air -moving equipment upon detection of smoke in the main supply air duct. When fire -detection or alarm systems are provided for the building, the duct smoke detectors shall be supervised by such system in accordance with NFPA 72. CMC 608.1 PC2. Supply airflow rate at each new 5 -ton unit totals 2400 cfm (600 x4); however, mechanical schedule on Sheet M-2 shows a total of 2,000 cfm. Please revise to make consistent and show location of duct smoke detector on plans at the supply air duct. Condensate from air cooling coils and similar air conditioning equipment shall be collected and discharged to an approved plumbing fixture or disposal area. Please show HVAC condensate line sizing and termination comply with CMC 310. PC2. Please identify locations of cleanouts on condensate waste line per CPC 814.3.1. Please identify locations as to where outside air enters the building. Show size of outside air duct, control dampers, and airflow rates at each unit. CMC 403.2 PC2. Thank you for clarifying that there is a 6" outside air duct at each HVAC unit. Please indicate outside air ventilation rates at each unit to verify that minimum outside air ventilation is provided to the Storage and Showroom spaces and matches what is shown in Title 24 Ventilation calculations. PLUMBING: [Randy Brumley, PE; rbrumlev@interwestgrp.com; 916.836.3170] No comments. ELECTRICAL: [Ali Hijazi; ahiiazi@interwestgrp.com; 916.836.3106] [Maxwell Weninger, mweninger@interwestgrp.com; 916.273.46601 E1. Sheets E1 through E3: Please identify on plans and in panel schedules the new proposed loads. PC2. Comment remains. Please clarify what is new versus what is existing in panel schedules. CEC 408(A) INTERWEST Commercial Tl CityofLa Quinta - Second Review 44125 Jefferson 5t interwest Project No. LAQ21-0060 10/28/21 PermitApp: BCOM2021-0079 Page 5 of E2. Sheets E1, E2: Please provide branch circuitry with panel names and conductor ratings for all proposed loads. CEC 408.4(A) PC2. Comment remains. Please add the panel name and the circuit number that all the loads are connected to. E.g., The showroom outlets should be designated on the drawings as going to A-24 or A-26 (according to the panel schedule). a. Sheet E1: Any new load should be shown on electrical plan. This should include any loads need for the proposed mechanical system. E5. Sheet E3: Please show VA loads at panel schedules and perform load calculations for each panel per CEC 215.2(A). PC2. Comment remains. a. Please put the load values for each circuit in the panel schedule. E.g., if the AC -1 will have a load of 5VA (please use the actual load values) then put 5VA in the load section next to AC -1. CEC 215.2(A) b. Sheet E3: Please preform a load calculation for each panel. Panel A and Panel B. ENERGY COMPLIANCE: Electrical Compliance: [Ali Hijazi; ahilazi@interwestgrp.com; 916.836.3106] [Maxwell Weninger, mweninger@interwestgrp.com; 916.273.4660] EEL Sheet E2: Please provide the following indoor lighting control means on lighting plan a) Area controls, 2019 California Energy Code, Sec. 130.1(a) b) Multilevel lighting controls: Dimmable luminaires shall be controlled by a dimmer control that is capable of controlling lighting through all required lighting control steps. 2019 California Energy Code, Sec. 130.1(b) c) Shut -OFF Controls: All installed indoor lighting shall be controlled with an occupant sensing control, automatic time -switch control, or other control capable of automatically shutting OFF all lighting when the space is typically unoccupied. 2019 California Energy Code, Sec. 130.1(c)1A PC2. Comment remains. Mechanical Compliance: [Randy Brumley, PE; rbrumley@interwestgrp.com; 916.836.3170] No further comments this section. RWB 10/21/2021 Envelope Compliance: [Randy Brumley, PE; rbrumley@interwestgrp.com; 916.836.3170] INTERWES- Commercial Tl 44125 Jefferson 5t 10/28/21 No comments. CaIGREEN: [Randy Brumley, PE; rbrumley@interwestgrp.com; 916.836.3170] No further comments this section. RWB 10/21/2021 STRUCTURAL: [Elena Hartsough, SE; ehartsough@interwestgrp.com; 916.514.5035] S1. At detail A on Sheet A-1: City of La Quinta -Second Review lnterwest Project No. LAQ21-0060 PermitApp: BCOM2021-0079 Page 6 of D. Revise the wall out -of -plane connection so that it does not load the truss bottom chord. Provide justification for the 20'o.c. kicker spacing with calculations. PC2. At new detail C/A -1, the wall will load the bottom chord of the truss out -of -plane; please provide detailing for bracing of the truss bottom chord, such as kickers. Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M -F, with any questions. [END] INTERWEST August 11, 2021 CITY OF LA QUINTA - FIRST REVIEW Permit No: BCOM2021-0079 Interwest No.: LAQ21-0060 Non -Structural: XX -hours Structural: XX -hours City of La Quinta Building Department 78-495 Calle Tampico La Quinta, CA 92253 Plan Review: Commercial TI Address: 44125 Jefferson St 0 r"T I N T E R W E S T A SAFEbuilt COMPANY Interwest Consulting Group has completed a first code compliance review of the following documents on behalf of the City of La Quinta: 1. Drawings: a. C-0, C-1, A-1, A-2, E-1 through E-3, M-1, T-1 & T-2 dated 7/29/2021 by Steven Platt Architect. 2. Energy Compliance Documentation: dated 7/29/2021 by Steven Platt Architect. 3. Miscellaneous Documents: Two copies of the following: a. Statement of Operations. The 2019 California Building Code, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019 California Electrical Code, 2019 California Green Building Standards Code, and 2019 California Energy 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 Randy Brumley, PE Mechanical Engineer 1500 S. Haven Ave I Suite 220 Ontario, CA 91761 Elena Hartsough, SE Andrew Burke Structural Engineer ICC Plans Examiner, CASp 909.295-3142 INTERWESTGRP.COM Commercial Tl 44125 Jefferson 5t 8/13/21 PROJECT DATA: City of La Quinta - First Review lnterwest Project No. LAQ21-0060 PermitApp: BCOM2021-0079 Page 2 of Occupancy Group: Area (sq. ft.): M S-2 4036 9880 Total Area: 13,916 Building Height: 35' Building Stories: 1 + Mezzanine Type of Construction: VB Occupant Load: 126 Sprinklered: Y Risk Category: II Site Class (seismic): D -default Seismic Design Category: D Special Wind Region: Y Snow Loads: N GENERAL COMMENTS: G1. The following plan review documents are based on the City of La Quinta Building Regulations. The following comments reference the 2019 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. I N T E R W E S T Commercial Tl 44125 Jefferson 5t 8/13/21 PLAN REVIEW COMMENTS: BUILDING AND LIFE SAFETY COMMENTS: [Andrew Burke, aburke@interwestgrp.com, 925.965.0173] Al. Please address the following on the Floor/Egress plan provided on sheet A-1: City of La Quinta - First Review lnterwest Project No. LAQ21-0060 PermitApp: BCOM2021-0079 Page 3 of A. Please revise the tactile exit sign located at the exit access doorway from the showroom to the break area hallway to be an "EXIT ROUTE" sign. CBC 1013.4. B. Please amend the plan to provide an "EXIT" tactile sign at the exit door in the loading area. CBC 1013.4 SITE ACCESSIBILITY: [Andrew Burke, aburke@interwestgrp.com, 925.965.0173] SAL Please provide a site plan indicating the accessible route connecting the accessible parking, public way and primary entrance of the building. CBC 1113-202.4 ACCESSIBILITY: [Andrew Burke, aburke@interwestgrp.com, 925.965.0173] AC1. The ADA is referenced in several locations on the plans. Please provide a statement on the cover sheet acknowledging that the City of La Quinta Building Division enforces CBC Chapter 11B for disabled access compliance and does not review or approve plans for ADA compliance. Reference CBC Chapter 11B. AC2. Please amend the plans to provide the required door maneuvering clearance at the breakroom. CBC 1113- 404.2.4.1 AC3. Please refer to sheet A-2 for the following comments: A. Please amend the plans to provide the required door maneuvering clearance at the breakroom. CBC 116-404.2.4.1 B. In details 4, 6 & 9 the toilet tissue dispenser dimension is 12"max. Please amend the plans to specify a dimension between 7" minimum and 9" maximum. CBC 11B-604.7.1 C. In floor plan 9 the urinal in the single user restroom encroaches into the 48" required maneuvering clearance in front of the water closet. Please revise. CBC 1113-604.3.1 D. Please amend the lavatory elevation to include the minimum 29" dimension at the leading edge of the lavatory. CBC 1113-306.3.3, Exception 1. E. Please revise the plans to note the sanitary napkin disposal unit shall be located on the side wall, between the back wall and the toilet tissue dispenser, adjacent to the toilet tissue dispenser. The disposal unit shall be located below the grab bar with the opening of the disposal unit 19 inches minimum AFF. CBC 1113-604.7.2 INTERWEST Commercial Tl City of La Quinta - First Review 44125 Jefferson 5t lnterwest Project No. LAQ21-0060 8/13/21 PermitApp: BCOM2021-0079 Page 4 of Elevation 9 appears to be a repeat of elevation 4 in lieu of the elevation specified in floor plan 9 on this sheet. Please revise. G. Elevations 2-5 indicate they are breakroom elevations. However, these are restroom elevations. Please revise. MECHANICAL: [Randy Brumley, PE; rbrumlev@interwestgrp.com; 916.836.3170] M1. Sheet M-1: A. Please clarify on plans what work is new and what is existing with different line weights. It is difficult to know whether mechanical equipment or ductwork is being proposed. CMC 104.3 B. Provide mechanical equipment schedule (airflows, heating & cooling capacities, refrigerant type, fuel source, electrical data, weight, and any accessories). Provide mounting details for HVAC systems and exhaust fans, duct support details, condensate drain details, equipment identifiers, and other pertinent design information. CMC 104.3 C. Provide references to pertinent anchor details for any floor- or roof -mounted equipment weighing more than 400 lbs., and all wall- or ceiling -suspended equipment that weighs more than 20 lbs. Details must be project specific. Structural calculations are required. Reference CBC 1613 and ASCE 7-16 §13.4. CMC 303.8.1 D. At HVAC General Requirements, Scope of Work, Note #1, please remove California Residential Code. It is not relevant to this project and does not apply. At General Notes, Note 45 & 50, please omit requirements for a HERS rater. This is a commercial project where this requirement does not apply. At General Notes 47 through 50, please update code reference to the equivalent nonresidential mandatory measures. Chapter 4 of the CalGreen code is for residential projects. Please use CalGreen Chapter 5. G. Air -moving systems supplying air in excess of 2,000 cfm to enclosed spaces shall be equipped with an automatic shutoff by interrupting the power source to the air -moving equipment upon detection of smoke in the main supply air duct. When fire -detection or alarm systems are provided for the building, the duct smoke detectors shall be supervised by such system in accordance with NFPA 72. CMC 608.1 H. For nonresidential spaces, factory -made flexible air ducts and connectors shall not exceed a maximum length of 5 feet and shall not be used in lieu of rigid elbows and fittings. CMC 603.4.1. INTERWEST Commercial Tl City of La Quinta - First Review 44125 Jefferson 5t lnterwest Project No. LAQ21-0060 8/13/21 PermitApp: BCOM2021-0079 Page 5 of Condensate from air cooling coils and similar air conditioning equipment shall be collected and discharged to an approved plumbing fixture or disposal area. Please show HVAC condensate line sizing and termination comply with CMC 310. Please identify locations as to where outside air enters the building. Show size of outside air duct, control dampers, and airflow rates at each unit. CMC 403.2 K. Identify location of return air registers and provide neutral or slightly positive air balance. CMC 403.2 PLUMBING: [Randy Brumley, PE; rbrumlev@interwestgrp.com; 916.836.3170] No comments. ELECTRICAL: [Ali Hijazi; ahiiazi@interwestgrp.com; 916.836.3106] E1. Sheets E1 through E3 Please identify on plans and in panel schedules the new proposed loads. E2. Sheets E1, E2 Please provide branch circuitry with panel names and conductor ratings for all proposed loads. CEC 408.4(A) E3. Sheet E2 Please show locations of exit pathways on plan. Exit signs shall be internally or externally Illuminated. CBC 1013.3. E4. Sheet E3 Single line diagram is showing two A panels instead of A and B panels. Please revise. E5. Sheet E3 Please show VA loads at panel schedules and perform load calculations for each panel per CEC 215.2(A). E6. Sheet E3 Please provide a load summary / calculation to show the net electrical load change of this project. The total load shall not exceed the ampacity rating of the main service board. CEC 220.87 ENERGY COMPLIANCE: Electrical Compliance: [Ali Hijazi; ahiiazi@interwestgrp.com; 916.836.3106] EE1. Sheet E2 Please provide the following indoor lighting control means on lighting plan a) Area controls, 2019 California Energy Code, Sec. 130.1(a) b) Multilevel lighting controls: Dimmable luminaires shall be controlled by a dimmer control that is capable of controlling lighting through all required lighting control steps. 2019 California Energy Code, Sec. 130.1(b) c) Shut -OFF Controls: All installed indoor lighting shall be controlled with an occupant sensing control, automatic time -switch control, or other control capable of automatically INTERWEST Commercial Tl City of La Quinta - First Review 44125 Jefferson 5t lnterwest Project No. LAQ21-0060 8/13/21 PermitApp: BCOM2021-0079 Page 6 of shutting OFF all lighting when the space is typically unoccupied. 2019 California Energy Code, Sec. 130.1(c)1A Mechanical Compliance: [Randy Brumley, PE; rbrumlev@interwestgrp.com; 916.836.3170] EMI. Sheets T-24.1 and T-24.2: A. Please revise Title 24 documentation to include distinct equipment identification tags, so each unit can be verified for compliance. Based on the data in the Title 24 form, each unit has different heating and cooling capacities. Please verify. B. Mechanical equipment quantities do not match what is shown on plans. The plans show (9) 5 -ton units and (2) 4 -ton units, but the form does not appear to show the same. Please revise and make consistent. If some units are existing, please label as such. C. Please show how ventilation systems for the newly configured spaces comply with Title 24, Table 120.1-A. Breakrooms require a minimum outside air ventilation rate of 0.50 cfm per square feet of floor area. Title 24, 120.1. Envelope Compliance: [Randy Brumley, PE; rbrumlev@interwestgrp.com; 916.836.3170] No comments. CaIGREEN: [Randy Brumley, PE; rbrumlev@interwestgrp.com; 916.836.3170] CG 1. In accordance with California Green Building Standards Code section 301.3, CalGreen nonresidential mandatory measures apply to building alterations where the project valuation exceeds $200,000. Code sections relevant to additions and alterations shall apply to portions of the building being added or altered within the scope of the permitted work. Please provide CalGreen Nonresidential Checklist and indicate where each applicable feature is identified on plans. CGBSC 102.2 STRUCTURAL: [Elena Hartsough, SE; ehartsough@interwestgrp.com; 916.514.5035] S1. At detail A on Sheet A-1: A. Specify spacing of 2x6 wall studs. B. Specify code compliance report (such as ICC -ES ER #) for sill plate shot pins. Due to the height of the wall, provide a calculation supporting the 32"o.c. spacing of the pins. Demonstrate compliance with the allowed loading on the pins in a sill plate condition which is often reduced per the code compliance report. C. Revise the connection between the new wall and underside of existing truss to allow the existing truss to deflect relative to the wall. INTERWEST Commercial Tl City of La Quinta - First Review 44125 Jefferson 5t lnterwest Project No. LAQ21-0060 8/13/21 PermitApp: BCOM2021-0079 Page 7of7 D. Revise the wall out -of -plane connection so that it does not load the truss bottom chord. Provide justification for the 20'o.c. kicker spacing with calculations. E. Provide a complete shear transfer detail at each end of the kicker for transfer of lateral loads from wall to kicker and kicker to roof sheathing. S2. Please specify if the equipment shown on Sheet M-1 is new or existing. If new: A. Specify operating weights and provide anchorage details. B. Provide calculations for roof framing supporting units. C. Provide anchorage and supporting structural calculations for all floor- or roof -mounted units weighing more than 400 lbs. and all wall- or ceiling -suspended or mounted equipment weighing more than 20 lbs. Reference CBC 1613, CEBC 503 and ASCE 7-16 Ch. 13. Please contact the listed reviewers between 9:00 A.M. and 4:00 P.M., M -F, with any questions. [END] INTERWEST Statement of Operations for Jefferson Square The operations consists of total 13,900sgft. The space will initially be divided into retail space of some 3000sgft in addition to HCDA compliment bathrooms for both him and her. Company lunch room as well as managerial office. There'll be a retail check out station for payment and immediate facilitation of the purchase/sale. The retail space will consist of Furniture and accessories for retail purchase for immediate pick up. The reminder of the space will consist of storage rooms, loading dock and back room, which will primarily house the storage of furniture and accessories for retail purchase in the retail space. Inventory levels will fluctuate based on time of year, sales promotions, etc. We believe an inventory total value on the entire space will be at the $2mill mark coming and going at all times. We will follow the usual retail hours of 9AM to 5PM (maybe 6PM) and initially be open for retail sales 5 days weekly. Business permitted and results driven, we would naturally like to make the retail space visible and available to all LQ residents 7-day5 weekly. We assume about 10 people be be employed for starters in the new retail operation and will naturally grown will supply and demand from the city of La Quinta residents as well as all resident of the Coachella Valley. We will make use of Social media as well as local media outlets for advertising the retail items sold within Jefferson Square. Local news papers and TV advertising is our preferred form of advertising. Ward Engineering Group al�LAVdt�, 6t%4Ab j $ 1 n 9 231 West 800 South, Salt Lake City, UT 84101 Tel. 801.487.8040 . Fax. 801.487.8668 October 10,2022 Zach Hanan zach@phantom-development.com Re: Rapport Rm Building Mr Hanan, As per your request, Ward Engineering Group has reviewed the interior partition walls and found them to be acceptable framed with 2x6 studs @ 24" o.c. anchored with 3" powder actuated fasteners at 5-0" o.c. Conclusion It is our opinion that the wall anchorage is in compliance with the 2019 CBC. Should any field conditions not be consistent with the assumptions of this letter, notify Ward Engineering Group and further investigation and analysis will be conducted. Respectfully Ward Engineering Group David Platt P.E. Project Title: Engineer: Project ID: Project Descr: Wood Column Project File: Rapport Seismic.ec6 DESCRIPTION: Non Bearing Interior Wall Code References Calculations per NDS 2018, IBC 2018, CBC 2019, ASCE 7-16 Load Combinations Used : ASCE 7-16 General Information Analysis Method Allowable Stress Design 1.50 in Allow Stress Modification Factors End Fixities Top & Bottom Pinned 5.50 in Cf or Cv for Bending Overall Column Height 20 ft ( Used for non -slender calculations) 1.0 Wood Species Douglas Fir -Larch 20.797 in^4 Cf or Cv for Tension Wood Grade Stud ly Fb + 700 psi Fv 180 psi Fb - 700 psi Ft 450 psi Fc - PrII 850 psi Density 31.21 pcf Fc - Perp 625 psi 1.0 E : Modulus of Elasticity ... x -x Bending y -y Bending Basic 1400 1400 Minimum 510 510 Wood Section Name 2x6 Wood Grading/Manuf. Graded Lumber Wood Member Type Sawn Exact Width 1.50 in Allow Stress Modification Factors Exact Depth 5.50 in Cf or Cv for Bending 1.0 Area 8.250 in^2 Cf or Cv for Compressioi 1.0 Ix 20.797 in^4 Cf or Cv for Tension 1.0 ly 1.547 in^4 Cm : Wet Use Factor 1.0 0.250 k -ft Ct : Temperature Faci 1.0 Fc: Allowable Cfu : Flat Use Factor 1.0 Axial Kf :Built-up columns 1.0 NDS 15.3.2 1400 ksi Use Cr: Repetitive ? No Brace condition for deflection (buckling) along columns : 0.0 PASS 20.0 ft X -X (width) axis : Fully braced against buckling ABOUT Y -Y Axis Y -Y (depth) axis : Unbraced Length for buckling ABOUT X -X Axis = 20 ft, N Applied Loads Service loads entered. Load Factors will be applied for calculations. Column self weight included : 35.761 lbs * Dead Load Factor BENDING LOADS ... Lat. Uniform Load creating Mx -x, L = 0.0050 k/ft DESIGN SUMMARY Bending & Shear Check Results 0.05051:1 PASS Max. Axial+Bending Stress Ratio = 0.5785 :1 Load Combination +D+L Governing NDS Forumla Comp + Mxx, NDS Eq. 3.9-3 Location of max.above base 9.933 ft At maximum location values are. 0.0 PASS 20.0 ft Applied Axial 0.03576 k Applied Mx 0.250 k -ft Applied My 0.0 k -ft Fc: Allowable 206.857 psi PASS Maximum Shear Stress Ratio = 0.05051:1 Load Combination +D+L Location of max.above base 0.0 ft Applied Design Shear 9.091 psi Allowable Shear 180.0 psi Load Combination Results Maximum SERVICE Lateral Load Reactions. . Top along Y-1 0.050 k Bottom along Y -Y 0.050 k Top along X-� 0.0 k Bottom along X -X 0.0 k Maximum SERVICE Load Lateral Deflections ... Along Y -Y 0.6249 in at 10.067 ft above base for load combination : +D+L Along X -X 0.0 in at 0.0 ft above base for load combination : n/a Other Factors used to calculate allowable stresses ... Bendina Compression Tension Load Combination C D C P Maximum Axial + Bending Stress Ratio Status Stress Ratios Maximum Shear Ratios Location Stress Ratio Status Location D Only 0.900 0.268 0.02113 PASS 0.0 ft 0.0 PASS 20.0 ft +D+L 1.000 0.243 0.5785 PASS 9.933 ft 0.05051 PASS 0.0 ft +D+0.750L 1.250 0.197 0.3473 PASS 10.067 ft 0.03030 PASS 20.0 ft +0.60D 1.600 0.156 0.01225 PASS 0.0 ft 0.0 PASS 20.0 ft Maximum Reactions Note: Only non -zero reactions are listed. X -X Axis Reaction k Y -Y Axis Reaction Axial Reaction My - End Moments k -ft Mx - End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +D+L 0.050 0.050 0.036 +D+0.750L 0.038 0.038 0.036 Project Title: Engineer: Project ID: Project Descr: Wood Column LIC# : KW -06018155, Build:20.22.8.17 DESCRIPTION: Non Bearing Interior Wall Project File: Rapport Seismic.ec6 Maximum Reactions Note: Only non -zero reactions are listed. X -X Axis Reaction k Y -Y Axis Reaction Axial Reaction My - End Moments k -ft Mx - End Moments Load Combination @ Base @ Top @ Base @ Top @ Base @ Base @ Top @ Base @ Top +0.60D 0.021 L Only 0.050 0.050 Maximum Deflections for Load Combinations Load Combination Max. X -X Deflection Distance Max. Y -Y Deflection Distance D Only 0.0000 in 0.000ft 0.000 in 0.000ft +D+L 0.0000 in 0.000ft 0.625 in 10.067ft +D+0.750L 0.0000 in 0.000ft 0.469 in 10.067ft +0.60D 0.0000 in 0.000ft 0.000 in 0.000ft L Only 0.0000 in 0.000ft 0.625 in 10.067ft Sketches 0c Un ui 1.50 in +X I N T E R W E S T Remit to: Interwest Consulting Group PO Box 18330 Boulder, CO 80308 Direct questions to: Sarah Gray (970) 795-2103 sgray@interwestgrp.com Invoice No.: 71241 Invoice Date: 8/16/2021 Jurisdiction No.: BCOM2021-0079 Interwest Job No.: LAQ21-0060 Number of Reviews: 1 Tenant Improvement - BCOM2021-0079 44125 JEFFERSON ST Professional Services for the Period January 1 through August 16, 2021 Bill to: City of La Quinta Attention Danny Castro, Design & Development Director 78495 Calle Tampico La Quinta, CA 92253 Project Total Invoice Total $700.00 Person Title Week Hours Rate Total Randy Brumley Plan Check Engineer 8/15/2021 2 $125.00 $250.00 Andrew Burke ICC Certified Plans Examiner 8/15/2021 2 $100.00 $200.00 Elena Hartsough 1 Plan Check Engineer 1 8/15/2021 0.5 $125.00 $62.50 Ali Hijazi I Plan Check Engineer 1 8/15/2021 1.5 $125.00 $187.50 $700.00 January 3, 2022 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org Step in US, LP 435 La Brea Los Angeles, CA 90036 Re: Tenant Improvement Construction - Fire Plan Review — RAPPORT BCOM2021-0079 / 44125 JEFFERSON STREET, LA QUINTA, CA 92253 The building plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and are approved with the following conditions. Fire Department approval is based upon the 2019 CBC requirements for M & S-1 occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy, without further review and approval. DEFERRED SUBMITTALS REQUIRED 1) FIRE SPRINKLER SYSTEM - Tenant Improvement plans must be submitted and reference the installing contractor performing the work. Permit fees will be required. 2) HIGH -PILE & RACK STORAGE — Plans must be submitted to the Fire Department showing the layout, type of racks and shelving as affected by this occupancy. High -Pile Plans shall include a Technical Report from a licensed Fire Protection Engineer that identifies the planned commodity storage arrangements. Permit fees will be required. PRIOR TO FINAL 1) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 12". All addressing must be legible and of a contrasting color with the background to be visible from the street at all hours. 2) Provide keys to the tenant space (all tenants), utility rooms and elevator services for inclusion in the main building Knox Box. Key(s) shall have durable and legible tags affixed for identification of the correlating tenant space. 3) Install portable fire extinguishers per Title 19 and the approved plans. 4) Applicable room door(s) shall be posted "ELECTRICAL", "FACP", "FIRE RISER" and "ROOF ACCESS" on the outside of the door so it is visible and in a contrasting color. 5) A durable sign stating: "THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a contrasting background (A <300, B, F, M and S). 6) Illuminated Exit Signage and Egress Illumination placement and functional test will be witnessed by OFM Fire Inspector at time of final inspection. 7) Fire protection equipment (Sprinkler Systems and Waterflow Monitoring Systems) shall have current maintenance service tags and be in good operation. The Fire Department approved plans and conditions letter must be at the job site. Applicant/installer shall be responsible to contact the Fire Department to schedule inspections. Requests for inspections are to be made at least 48 hours in advance and may be arranged by calling (760)777-7131. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist August 5, 2021 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT �Cu BILL VV _R - FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org Steve Platt Architect 82410 Padova Dr Indio, CA 92203 Re: Tenant Improvement Construction - Fire Plan Review — RAPPORT BCOM2021-0079 / 44125 JEFFERSON ST, LA QUINTA, CA 92253 The building plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and require the following correction or details: [ 1 ] Identify intent for "Storage" areas, commodities, arrangement and plans for rack or high -pile storage. a. If rack/high-piled storage is proposed, provide conceptual improvements of such. A deffered/separate permit for the Racks and High -Piled Storage will be required. The storage area will have minimal furniture storage for now. See plan for layout of storage area. In the future, racks will be permitted and installed. [2] Provide proposed layout of "Showroom" fixtures and furniture. Added showroom layout to plans. Added Fixtures to Ceiling Plan (E-2) [3] Identify installation location and sizing of required portable fire extinguishers. Added note for extinguisher size and added locations to floor plan (A-1) [4] The secondary egress from the Showroom floor appears to enter the Storage Room or stockroom spaces of the occupancy. Provide details for compliance with CBC 1016.2 (5) Exception 2. All criteria are met to satisfy exception 2. 2.1 Stock room is same hazard class as sales area. 2.2 50% of exit access is out front door and storage room. 2.3 No door between storage area and sales area 2.4 Over 4' of clear space pathway between sales area and exterior door with full height walls. Added note to plans to maintain 4' clear path at all times. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist 8495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 August 5, 2021 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT OFFICE OF THE FIRE MARSHAL — LA QUINTA CALIFORNIA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org Steve Platt Architect 82410 Padova Dr Indio, CA 92203 Re: Tenant Improvement Construction - Fire Plan Review — RAPPORT BCOM2021-0079 / 44125 JEFFERSON ST, LA QUINTA, CA 92253 The building plans you submitted for the above referenced project have been reviewed by Riverside County Fire Department - Office of the Fire Marshal personnel and require the following correction or details: [ 1 ] Identify intent for "Storage" areas, commodities, arrangement and plans for rack or high -pile storage. a. If rack/high-piled storage is proposed, provide conceptual improvements of such. A deffered/separate permit for the Racks and High -Piled Storage will be required. [2] Provide proposed layout of "Showroom" fixtures and furniture. [3] Identify installation location and sizing of required portable fire extinguishers. [4] The secondary egress from the Showroom floor appears to enter the Storage Room or stockroom spaces of the occupancy. Provide details for compliance with CBC 1016.2 (5) Exception 2. All questions regarding the meaning of these conditions should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist