Loading...
BCPR2019-0013!� ylProject Details PROJECT NUMBER Cit of La QuintaM6 BCPR2019-0013 Description: SILVERROCK / PENDRY HOTEL Status: EXPIRED Type: BUILDING CONSTRUCTION PLAN REVIEW (WEB) Status Date: 6/17/2020 Subtype: TRACT RESIDENTIAL Applied: 12/20/2019 Address: 79179 AHMANSON LN Approved: DAYS City, State, Zip: LA QUINTA,CA92253 Closed: REVIEWS Project Manager: Expired: 10/25/2021 ACTIONS Details: SCOPE OF WORK: INSPECTIONS NEW VERTICAL CONSTRUCTION OF HOTEL GUEST ROOMS, LOBBY, PATIOS, POOL, CONDITIONS LAZY RIVER AND ASSOCIATED EQUIPMENT ROOM, AND FREE STANDING RESTROOM BUILDINGS RELATED BUT SEPERATE PERMITS ARE BEING PROCESSED FOR LANDSCAPE, CIVIL/GRADING, STORM WATER & WET -UTILITIES AND HEALTH DEPARTMENT PERMITS RELATED TO FOOD SERVICES AND POOLS. PLAN SET SHOWS A SINGLE ADDRESS OF 52200 SILVERROCK WAY. 1 CASE OPEN OPEN COMPLETED CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES NOTE AARON HICKSON 2/12/2020 2/12/2020 ESGIL PLAN CHECK COMMENTS RECEIVED BY FEDEX. DELIVERED TO BUILDING OFFICIALS DESK NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL APPLICANT GENSLER SAN DIEGO 225 Broadway Suite 100 San Diego CA 92024 (619)557-3131 teaka_mccarthy@gensl er.com ARCHITECT Andrew Michajlenko 225 Broadway Suite 100 San Diego CA 92101 (619)557-3131 teaka_mccarthy@gensl er.com Printed: Wednesday, December 20, 2023 10:14:48 AM 1 of 10 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2019-0013 NAME TYPE NAME ADDRESSI CITY STATE ZIP PHONE FAX EMAIL DEVELOPER SilverRock Lodging LLC 3551 Fortuna Ranch Rd Encinitas CA 92024 (619)557-3131 stephen@therobertgre encompany.com OWNER SilverRock Lodging, LLC 3551 Fortuna Ranch Rd Encinitas CA 92024 (619)557-3131 stephen@therobertgre encompany.com PRIMARY CONTACT Teaka Mccarthy 225 Broadway Suite 100 SAN DIEGO CA 92101 (619)557-3131 •' • DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY CLTD BY BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT 101-0000-42600 1 $1,500.00 $1,500.00 12/20/19 WEB4424 CREDIT GENSLER SAN DIEGO ECON Total Paid for BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT: $1,500.00 $1,500.00 Credit Card Fee 101-0000-43505 0 $27.47 $27.47 12/20/19 WEB4424 CREDIT GENSLER SAN DIEGO ECON Total Paid for Credit Card Fee: $27.47 $27.47 101-0000-42600 ($1,288.00) ($1,288.00) 3/11/20 OFFSET OFFSET KHET 101-0000-42600 ($212.00) ($212.00) 5/19/20 OFFSET OFFSET KHET FIRE STAFF - PER HOUR 101-0000-42420 8 $1,288.00 $1,288.00 3/11/20 DEPOSIT DEPOSIT KHET FIRE STAFF - PER HOUR 101-0000-42420 10 $212.00 $212.00 5/19/20 DEPOSIT DEPOSIT KHET FIRE STAFF - PER HOUR 101-0000-42420 0 $1,398.00 $0.00 FIRE STAFF - PER HOUR 101-0000-42420 1 $161.00 $0.00 FIRE STAFF - PER HOUR 101-0000-42420 1.5 $241.50 $0.00 Total Paid for FIRE FEES: $1,800.50 $0.00 Printed: Wednesday, December 20, 2023 10:14:48 AM 2 of 10 CENTRALSQUARE Project Details PROJECT NUMBER City of La Quinta BCPR2019-0013 CLTD DESCRIPTION ACCOUNT CITY AMOUNT PAID PAID DATE RECEIPT # CHECK # METHOD PAID BY BY RECORDS MANAGEMENT FEE - 101-0000-42416 0 $21.00 $21.00 12/20/19 WEB4424 CREDIT GENSLER SAN DIEGO ECON MAJOR Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY 502-0000-43611 0 $5.00 $5.00 12/20/19 WEB4424 CREDIT GENSLER SAN DIEGO ECON ENHANCEMENT FEE Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED RESULT REMARKS DATE NOTES RETURNED RETURNED REVIEW TYPE REVIEWER SENT DATE DUE DATE STATUS REMARKS NOTES DATE 1ST BLDG KURT CULVER 12/23/2019 1/17/2020 2/12/2020 REVISIONS REQUIRED SEE 1ST REVIEW ESGIL COMMENTS ATTACHED. COMPLETE (3WK) 1ST BLDG NS (3WK) AJ ORTEGA 12/23/2019 1/17/2020 3/12/2020 REVISIONS REQUIRED SEE ATTACHED COMPLETE CORRECTION LIST. 1ST FIRE (2WK) KOHL 12/20/2019 1/9/2020 3/11/2020 REVISIONS REQUIRED SEE ATTACHEMENTS HETRICK FOR LTR EMAIL TO APPLICANT MORE INFORMATION 1ST PERMIT AARON 12/20/2019 12/23/2019 12/26/2019 COMPLETE NEEDED. APPLICANT ATTACHED FILES COMPLETE REVIEW TECHNICIAN (1DAY) HICKSON TO ESGIL PER AJ 1ST PLANNING NICOLE Planning review pending applicant submittal of 12/20/2019 1/9/2020 1/9/2020 PENDING DOCUMENTS (2WK) CRISTE MBA. Printed: Wednesday, December 20, 2023 10:14:48 AM 3 of 10 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2019-0013 PRIOR TO BUILDING PERMIT ISSUANCE, THE FOLLOWING ITEMS ARE REQUIRED: 1ST PUBLIC WORKS AMY YU 12/20/2019 12/30/2019 12/23/2019 APPROVED- - APPROVED PRECISE GRADING PLAN (2WK) CONDITIONS - PAD ELEVATION CERTS - COMPACTION REPORT 2ND BLDG (2WK) AJ ORTEGA 5/1/2020 5/18/2020 6/1/2020 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW CORRECTION LIST. 2ND BLDG COMPLETE (2WK) KURT CULVER 5/1/2020 5/18/2020 5/28/2020 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW CORRECTION LIST. 2ND FIRE (1WK) KOHL 5/1/2020 5/15/2020 5/19/2020 REVISIONS REQUIRED SEE ATTACHMENTS - HETRICK LTR & RDLINE 2ND SUBMITTAL ATTACHMENTS VERIFIED AND CORRECTIONS REQUIRED, EMAIL SENT TO 2ND PERMIT APPLICANT WITH REQUIRED CORRECTIONS. TECHNICIAN 1DAY ( ) Al ORTEGA 4/7/2020 4/8/2020 4/7/2020 REVISIONS REQUIRED 2ND SUBMITTAL ATTACHMENTS VERIFIED AND CORRECTIONS REQUIRED, EMAIL SENT TO APPLICANT WITH REQUIRED CORRECTIONS. COMMENTS STILL REMAIN, EMAIL SENT TO 2ND PERMIT AJ ORTEGA 4/17/2020 4/18/2020 4/17/2020 INCOMPLETE APPLICANT TO NOTIFY RESUBMITTAL IS TECHNICIAN (1DAY) INCOMPLETE. 2ND PERMIT TECHNICIAN (1DAY) AJ ORTEGA 4/30/2020 5/1/2020 5/1/2020 COMPLETE ATTACHMENTS VERIFIED, REVIEW CREATED. 2ND PLANNING NICOLE 4/30/2020 5/14/2020 5/12/2020 READY FOR APPROVAL (2WK) CRISTE 3RD BLDG KURT CULVER 6/26/2020 7/13/2020 7/14/2020 REVISIONS REQUIRED SEE ATTACHED 3RD REVIEW ESGIL CORRECTION COMPLETE (2WK) I I I ILIST. 3RD BLDG NS (2WK) AJ ORTEGA 6/26/2020 7/13/2020 7/14/2020 REVISIONS REQUIRED 3RD REVIEW BUILDING READY FOR CORRECTIONS, FIRE STILL PENDING REVIEW. Printed: Wednesday, December 20, 2023 10:14:48 AM 4 of 10 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2019-0013 Architectural Plans did not adequately identify the location of required/proposed Standpipe Hose -valves. 3RD FIRE (2WK) KOHL 6/26/2020 7/13/2020 7/14/2020 REVISIONS REQUIRED SEE NOTES 1) Show Hose -valve cabinet at the Bar Service Rm HETRICK access by door 106B. 2) Show Hose -valve cabinet at the Kitchen + BOH corridor access by door 112E. 3) Show Hose -valve location at level 2 and level 3 stair tower locations. APPLICANT COULD NOT UPLOAD FILES THROUGH WEB PORTAL, WETRANSFER LINK SET AND IT WAS DETERMINED FILE WAS OVER 300MB WHICH IS 3RD PERMIT TECHNICIAN (1DAY) AJ ORTEGA 6/25/2020 6/26/2020 6/26/2020 REVISIONS REQUIRED OVER THE 100MB MAX, EMAIL SENT TO APPLICANT TO REDUCE FILES SIZE OR BREAK INTO MULTIPLE VOLUMES AS DONE WITH OTHER SUBMITTALS. 3RD PERMIT AJ ORTEGA 6/26/2020 6/27/2020 6/26/2020 COMPLETE FILE TRANSFER USED, VERIFIED FILES AND TECHNICIAN (1DAY) CREATED REVIEWS. 4TH BLDG KURT CULVER 7/17/2020 7/31/2020 8/6/2020 READY FOR APPROVAL COMPLETE (2WK) APPROVED- PENDING REMAINING DEPARTMENT APPROVALS 4TH BLDG NS (2WK) AJ ORTEGA 7/17/2020 7/31/2020 8/7/2020 AND OVERALL GENERAL CONDITIONS FOR CONDITIONS ISSUANCE OF THE SILVERROCK RESORT PROJECT. 4TH FIRE (2WK) KOHL 7/17/2020 7/31/2020 7/30/2020 READY FOR APPROVAL SEE COA IN HETRICK ATTACHMENTS 4TH PERMIT TECH (1 AJ ORTEGA 7/16/2020 7/17/2020 7/17/2020 COMPLETE FILE TRANSFER DOCUMENTS CONFIRMED DAY) COMPLETE AND UPLOADED, REVIEWS CREATED. Enr�E'301\11) INFORMATION Printed: Wednesday, December 20, 2023 10:14:48 AM 5 of 10 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2019-0013 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2019-0013 - 1ST DOC 2/24/2020 AJ ORTEGA 1ST REVIEW ESGIL FEE REVIEW ESGIL FEE 0 SHEET SHEET.pdf BCPR2019-0013 - 1ST DOC 2/24/2020 AJ ORTEGA 1ST REVIEW ESGIL REVIEW ESGIL 0 CORRECTION LIST CORRECTION LIST.pdf BCPR2019-0013 - 1ST DOC 3/13/2020 AJ ORTEGA 1ST REVIEW COMPLETE REVIEW COMPLETE 1 CORRECTION LIST CORRECTION LIST_1.pdf DOC 4/2/2020 AJ ORTEGA CVWD APPROVAL BCPR2019-0013 - CVWD 1 APPROVAL.pdf BCPR2019-0013 - DOC 5/20/2020 AJ ORTEGA HEALTH DEPARTMENT HEALTH DEPARTMENT 1 APPROVAL APPROVAL.pdf BCPR2019-0013 - 2ND DOC 6/1/2020 AJ ORTEGA 2ND REVIEW COMPLETE REVIEW COMPLETE 1 CORRECTION LIST CORRECTION LIST.pdf BCPR2019-0013 - 2ND DOC 6/1/2020 AJ ORTEGA 2ND REVIEW ESGIL REVIEW ESGIL 0 CORRECTION LIST CORRECTION LIST.pdf BCPR2019-0013 - 2ND DOC 6/1/2020 AJ ORTEGA 2ND REVIEW FIRE REVIEW FIRE 0 CORRECTION LIST CORRECTION LIST.pdf 2ND REVIEW FIRE BCPR2019-0013 - 2ND DOC 6/1/2020 AJ ORTEGA MARKUP PLAN SET REVIEW FIRE MARKUP 1 WITH SUMMARY (VOL PLAN SET WITH 1) SUMMARY (VOL 1).pdf BCPR2019-0013 - 2ND 2ND REVIEW FIRE DOC 6/1/2020 AJ ORTEGA MARKUP SUMMARY REVIEW FIRE MARKUP 1 SUMMARY (VOL 1 (VOL 1 CONT) CONT).pdf Printed: Wednesday, December 20, 2023 10:14:48 AM 6 of 10 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2019-0013 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2019-0013 - 3RD DOC 6/26/2020 AJ ORTEGA 3RD SUBMITTAL SUBMITTAL APPLICANT 1 APPLICANT RESPONSES RESPONSES.pdf BCPR2019-0013 - 3RD DOC 6/26/2020 AJ ORTEGA 3RD SUBMITTAL PLAN SUBMITTAL PLAN SET 1 SET VOL1 (1 OF 3) VOL1 (1 OF 3).pdf BCPR2019-0013 - 3RD DOC 6/26/2020 AJ ORTEGA 3RD SUBMITTAL PLAN SUBMITTAL PLAN SET 1 SET VOL1 (2 OF 3) VOL1(2 OF 3).pdf BCPR2019-0013 - 3RD DOC 6/26/2020 AJ ORTEGA 3RD SUBMITTAL PLAN SUBMITTAL PLAN SET 1 SET VOL1 (3 OF 3) VOL1 (3 OF 3).pdf BCPR2019-0013 - 3RD DOC 7/14/2020 AJ ORTEGA 3RD REVIEW COMPLETE REVIEW COMPLETE 1 CORRECTION LIST CORRECTION LIST.pdf BCPR2019-0013 - 3RD DOC 7/14/2020 AJ ORTEGA 3RD REVIEW ESGIL REVIEW ESGIL 0 CORRECTION LIST CORRECTION LIST.pdf BCPR2019-0013 - 3RD DOC 7/14/2020 AJ ORTEGA 3RD REVIEW ESGIL FEE REVIEW ESGIL FEE 0 SHEET SHEET.pdf BCPR2019-0013 - 4TH 4TH SUBMITTAL SUBMITTAL APPLICANT DOC 7/17/2020 AJ ORTEGA APPLICANT RESPONSES RESPONSES 1 (STRUCTURAL (STRUCTURAL JUSTIFICATION) JUSTIFICATION).pdf BCPR2019-0013 - 4TH DOC 7/17/2020 AJ ORTEGA 4TH SUBMITTAL SUBMITTAL APPLICANT 1 APPLICANT RESPONSES RESPONSES.pdf BCPR2019-0013 - 4TH DOC 7/17/2020 AJ ORTEGA 4TH SUBMITTAL PLAN SUBMITTAL PLAN SET 1 SET VOL1 (1 OF 3) VOL1 (1 OF 3).pdf Printed: Wednesday, December 20, 2023 10:14:48 AM 7 of 10 .a CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2019-0013 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2019-0013 - 4TH DOC 7/17/2020 AJ ORTEGA 4TH SUBMITTAL PLAN SUBMITTAL PLAN SET 1 SET VOL1 (2 OF 3) VOL1 (2 OF 3).pdf BCPR2019-0013 - 4TH 4TH SUBMITTAL SUBMITTAL DOC 7/17/2020 AJ ORTEGA STRUCTURAL STRUCTURAL 1 CALCULATIONS (SUPPLEMENTAL) CALCULATIONS (SUPPLEMENTAL).pdf BCPR2019-0013 - 4TH DOC 8/7/2020 AJ ORTEGA 4TH REVIEW ESGIL REVIEW ESGIL 1 TRANSMITTAL TRANSMITTAL.pdf 1ST SUBMITTAL PENDRY DOC 12/23/2019 EtrakitContractor HOTEL PLANS VOLUME 2019_1220 H2 Permit 1 Set VOL1 1 — —ARCH.pdf 1ST SUBMITTAL PENDRY DOC 12/23/2019 EtrakitContractor HOTEL PLANS VOL1 20191220_1-12_Vol 1 1 Combined.pdf CONTINUED — 1ST SUBMITTAL PENDRY 20191220 H2 Permit DOC 12/23/2019 EtrakitContractor HOTEL VOL 2 FOR Set —Volume 1 REFERENCE ONLY 2 Combined.pdf BCPR2019-0013 - 2ND 2ND SUBMITTAL DOC 4/6/2020 EtrakitContractor PENDRY HOTEL PLANS SUBMITTAL PENDRY 1 HOTEL PLANS FOOD FOOD SERVICE ONLY SERVICE ONLY.pdf BCPR2019-0013 - 2ND 2ND SUBMITTAL GEO DOC 4/8/2020 EtrakitContractor FOUNDATION PLAN SUBMITTAL GEO 1 FOUNDATION PLAN REVIEW REVIEW.pdf BCPR2019-0013 - 2ND DOC 4/9/2020 EtrakitContractor 2ND SUBMITTAL SUBMITTAL APPLICANT 1 APPLICANT RESPONSES RESPONSES.pdf Printed: Wednesday, December 20, 2023 10:14:48 AM 8 of 10 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2019-0013 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2019-0013 - 2ND 2ND SUBMITTAL SUBMITTAL DOC 4/29/2020 EtrakitContractor STRUCTURAL STRUCTURAL 1 CALCATIONS CALCATIONS (SUPPLEMENTAL) (SUPPLEMENTAL).pdf BCPR2019-0013 - 2ND 2ND SUBMITTAL DOC 4/30/2020 EtrakitContractor PENDRY HOTEL PLANS SUBMITTAL PENDRY 1 HOTEL PLANS VOLUME VOLUME 1 1.pdf BCPR2019-0013 - 2ND 2ND SUBMITTAL DOC 4/30/2020 EtrakitContractor PENDRY HOTEL PLANS SUBMITTAL PENDRY 1 HOTEL PLANS VOLUME VOLUME 1 CONTINUED 1 CONTINUED.pdf BCPR2019-0013 - 2ND 2ND SUBMITTAL DOC 4/30/2020 EtrakitContractor STRUCTURAL SUBMITTAL 1 STRUCTURAL CALCATIONS CALCATIONS.pdf DOC 5/20/2020 EtrakitContractor 3RD REVIEW - PATH OFTRAVEL PA 5 POT and Park.pdf 1 INFORMATION BCPR2019-0013 - DOC 3/11/2020 KOHL HETRICK 1ST REVIEW FIRE PENDRY HOTEL - 1ST 1 COMMENTS SUBMITTAL COMMENTS.pdf 1ST REVIEW VOL 1 PLAN BCPR2019-0013 - 1ST DOC 3/11/2020 KOHL HETRICK SET - FIRE REVIEW VOL 1 PLAN SET 1 COMMENTS.pdf - FIRE COMMENTS.pdf 1ST REVIEW VOL 2 PLAN BCPR2019-0013 - 1ST DOC 3/11/2020 KOHL HETRICK SET - FIRE REVIEW VOL 2 PLAN SET 1 COMMENTS.pdf - FIRE COMMENTS.pdf 1ST REVIEW VOL 3 PLAN BCPR2019-0013 - 1ST DOC 3/11/2020 KOHL HETRICK SET - FIRE REVIEW VOL 3 PLAN SET 1 COMMENTS.pdf - FIRE COMMENTS.pdf Printed: Wednesday, December 20, 2023 10:14:48 AM 9 of 10 CENTRALSQUARE !� ylProject Details PROJECT NUMBER City of La Quinta BCPR2019-0013 Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED BCPR2019-0013 - 2ND REVIEW - PENDRY PENDRY HOTEL - 2nd DOC 5/19/2020 KOHL HETRICK HOTEL - FIRE 1 REVIEW - FIRE COMMENTS COMMENTS.pdf BCPR2019-0013 - FIRE BCPR2019-0013 - FIRE DOC 7/30/2020 KOHL HETRICK CONDITIONS OF CONDITIONS OF 1 APPROVAL.pdf APPROVAL.pdf Printed: Wednesday, December 20, 2023 10:14:48 AM 10 of 10 CENTRALSQUARE Tw�t 4 4Q" DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: MARCH 12, 2020 STATUS: FIRST REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 79-179 AHMANSON LN DESCRIPTION: PENDRY HOTEL APPLICANT: GENSLER / VEIT PLAN CHECK #: BCPR2019-0013 This submittal has been checked for compliance with the 2016 California Building, 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 CORRECTION LIST BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: -REVISED PLAN SET (COMPLETE) -REVISED DOCUMENTS (AS NECESSARY) -RESPONSE LIST TO CORRECTION LISTS -HEALTH DEPARTMENT APPROVAL (KITCHEN) -CVWD APPROVAL (GREASE WASTE) -MISCELLANEOUS ITEMS 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. Non -Residential Plan Check Correction List (as) Page 1 of 28 SECTION A — GENERAL 1) 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 'S536. Resubmittals will not be accepted with signatures missing. 2) Provide Planning Division approval for this Project. Please contact Nicole Criste in the Planning Division directly at (760) 777-7132 with questions regarding the following comment(s): a) Applicant to file MBA for all project components prior to Planning Acceptance of building plans. 3) Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at (760) 777-7047 with questions regarding the following comment(s): a) Prior To Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan ii) Pad Elevation Certs iii) Compaction Report 4) Provide Riverside County Fire Department approval of this Project. Please contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions regarding the following: a) See separate review list attached below. 5) Provide written evidence from Riverside County Health Department, approving the kitchen system for this Project. Contact the Health Department directly at (760) 863-7000. 6) Please provide written evidence from Coachella Valley Water District (CVWD) approving the grease interceptor for this Project. Contact CVWD directly at (760) 398-2261. SECTION B — ARCHITECTURAL / MEP / STRUCTURAL 1) The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached. 2) (See Similar EsGil Comment Regarding Scope of Work) This project will not include detached patios, pool or lazy river, only the hotel structure that has been reviewed under this project will receive approval, and those will then be separately permitted. Revise note on plan accordingly. 3) Roof coverings shall be of a Class A rating and shall otherwise comply with the 2016 California Building Code. (LQMC 8.02.040) 4) (See Similar EsGil Comment Regarding Building Area) Provide allowable area calculation similar to what was provided for preliminary review within a revised code analysis sheet. 5) Provide Means of Egress Analysis detailing the Exit Access, the Exit and the Exit Discharge, including dimensioning widths and paths of egress travel, door hardware, occupant loads, rated construction, and accessible egress signage. The use of Pedestrian Walkways in concept was previously reviewed and appeared compliance could be demonstrated but additional information was necessary so that the means of egress could be fully verified. These drawings have not changed from the preliminary version where it was noticed issues existed with the Quantity of Exits/Horizontal Exits, Common Path of Travel Distance and Exterior Wall Protection/Openings. Using the Pedestrian Walkways was approved as a method of access per Section 3104, but the buildings still need their own means of egress. The MOE requirements of Chapter 10 do not specify egressing through separate buildings, so with the "separate buildings" design proposed, the MOE really needs to be broken down to verify compliance. Non -Residential Plan Check Correction List (os) Page 2 of 28 The previous preliminary review was of drawings that are not 100% construction development, so we asked that you verify the design complies across all code chapters and that the compliance information be integrated into the construction drawings, which is currently missing. 6) Provide accessibility matrix demonstrating compliance with Chapter 11B for Transient Lodging Guest Rooms Accessibility per CBC §11B-224. Provide room accessibility matrix that correlates with identifications on "overall" plan sheets that clearly demonstrate compliance, the current table does not break down amount of units, compared to those being provided, and does not list specific unit "types" nor locations for compliance with dispersion requirements. SECTION C — 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) Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. CORRECTION LIST CONTINUED BY EsGil COMPANY Non -Residential Plan Check Correction List Page 3 of 28 V/ EsGil A SAFEbuilr Company DATE: FEB. 07, 2020 ❑ APPLICANT ❑ JURIS. JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0013.e SET: I PROJECT ADDRESS: 52-200 SILVERROCK WAY PROJECT NAME: PENDRY HOTEL ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ® The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. ® The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person ® REMARKS: There are (2) type A bldgs. & (8) type B bldgs., (4) stair towers; (1) Lobby bldg. & (1) Fitness Center & (1) Paint Box bldg. under this permit. By: ALI SADRE, S.E. EsGil 12/26/2019 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 PLAN REVIEW CORRECTION LIST MULTI -FAMILY PLAN CHECK #.: BCPR2019-0013.e JOCCUPANCY: R1/A-2/A-3 I TYPE OF CONSTRUCTION: V-B _\IX607/e\AIa9to] Is] :7_\:1aF_WAIM9r� jMi[111 JURISDICTION: CITY OF LA QUINTA USE: HOTEL/LOBBY(DINING)/ FITNESS ACTUAL AREA: VARIERS/ 13,941-13,260 REMARKS: ALLOWABLE AREAS INCLUDE 1.27 X BASIC (FOR YARDS ON TWO SIDES+) DATE PLANS RECEIVED BY JURISDICTION: 12/24 DATE INITIAL PLAN REVIEW COMPLETED: FEB. 07, 2020 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/26/2019 PLAN REVIEWER: ALI SADRE, S.E. This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Building Code (Title 24), which adopts the following model codes: 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked -up list when you submit the revised plans. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 GENERAL Please make all corrections and submit new stamped and signed complete sets of prints, to: The jurisdiction's building department. PLANS 2. Please add info. for all other structures, which are under this permit, on Sheet H2-A00.001. I.e., the paint box/ restroom & pool buildings, etc. Indicate the type of occupancy, # of stories, type of construction, floor area, if there are automatic fire sprinklers, etc., for each structure. 3. Please indicate on Sheet H2 A00.001 that the lazy river and pool are under a separate permit. Otherwise, provide complete architectural/ structural/ plumbing plans and calculations for them. [See scope of work]. 4. Please revise the sheet index to match the content of the plans. I.e., add Sheet H2-M A06-103, etc., on Sheet H2 A00.002. 5. Please specify buildings Al & A2, as opposed to A/A1 as well as B1 through B8, as opposed to B/B1, on Sheet H2 A00.001 to match the site plans. Similarly, on the structural plans, etc. Coordinate how the building are labeled, so they are consistent. 6. The building areas are calculated incorrectly on Sheet H2 A00.001. I.e., Building A is 4,620 per floor x 3 levels = 13,860, as opposed to 4,507, as listed on Sheet H2 A00.001. Similarly, for bldg. B. 7. Please provide a separate line item for the exterior exit balconies/ stairs which shall be a part of the building floor areas. See floor areas definition, Sec. 202. 8. Please show step-by-step how the allowable bldg. areas are calculated and that the actual areas do not exceed the allowable areas for each building. Also, clarify the limit of where each building areas are calculated. For example, if the stair towers & bridges are included, or not. SITE PLAN 9. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plans. Sec. 107.2. l.e., stairs, pool, river, site lighting, fences, etc., otherwise, provide complete structural plans/ details & ref for them. 116197_1%1MLI to] LIIaZ161a4AVA 10. When two or more buildings are on the same property, the bldgs. shall have an assumed property line (PL) between them for the purpose of determining the required wall/ opening protection & roof cover requirements. Sec. 705.3 & 503.1.2. Show compliance for all bldgs. Notes on H2 A00.001 is insufficient. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 11. Please demonstrate compliance with Table 602 for fire -resistance rating requirements for exterior walls. See the next few items as well. 12. Show rated walls & openings for all bldgs., on Sht. H2 A00.006. Stating the criteria on H2 A00.001, 3rd col., from right, is not sufficient. Le., on H2 A00.211, bldgs. A1/ B2; B2/ stair tower & B4/ stair tower; similarly, on H2 A00.221, bldgs. B5/ 136; on H2 A00.231, bldgs. A2/ 137; etc. See exterior stairs items as well. 13. Exterior walls shall have a 30" parapet when they are required to be fire -rated in accordance with Table 602 because of fire separation distance (Sec. 705.11). The uppermost 18" of such parapets shall be noncombustible. 14. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: FIRE SEPARATION DISTANCE (FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD 0 feet to less than 2 feet Projections not permitted >2 feet to 3 feet 24 inches >3 feet to < 30 feet 24" + 8" for every foot of FSD beyond 3' (or fraction thereof) 30 feet or greater 20 feet LINE USED TO DETERMINE FIRE SEPARATION DISTANCE CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 15. Combustible projections located less than 5' from PL's shall be 1-hour rated or heavy timber construction. Sec. 705.2.3. Show detail & ref. on plans. 16. Please demonstrate compliance with Table 705.8 for limitations on openings in exterior walls, based on fire separation distance & the rating for openings in exterior walls. Tables 716.5 & 716.6. 17. For buildings on the same lot, opening protectives having a fire -protection rating of not less than %-hour shall be provided in every opening that is within a horizontal fire separation distance of 15' of the wall in which the opening is located. Section 705.8.6. See also Section 705.8.5. 18. Structural elements exposed in walls required to be fire -resistive construction due to location on property must have the same fire -resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Section 704.10. 19. Exterior exit stairways & exterior exit balconies shall be located at least 10' from the following, per Sec. 1021.4 & 1027.5: Show compliance for all on plans: a. Assumed PL's. b. Other portions of the building they're attached to. c. Other buildings on the same lot unless the adjacent building exterior walls and openings are protected in accordance with Section 705 based on fire separation distance. 20. As shown, the buildings are over area for Type V-B Construction. Table 506.2. This applies to modules and that adjacent to the lobby bldg. a. Note: In California, the State Fire Marshal made the following restrictive changes to IBC: i. The provision for allowing fire sprinklers to increase the allowable floor area together with the allowable height is not allowed for Group A and R occupancies, (sprinklers can be used to increase the area or height, but not both). Table 506.2. ii. For Group A and R occupancies, the maximum allowable floor area may be increased for multistory buildings by only two from Sections 506.2.3 and 506.2.4 (instead of 3 as listed in the IBC). 21. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated occupancies" option is chosen from Sec. 508.4.2. FIRE WALLS 22. Fire walls may separate portions of a building and allow each portion to be considered a separate bldg. Sec. 706.1, as follows: See Lobby & adjacent R1: GROUP FIRE -RESISTANCE RATING (hours) LA—,R1 3a a Walls shall be not less than 2-hour fire -rated where separating buildings of Type V const. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 23. Per Sec. 706.2, a fire wall shall have sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of the wall or shall be constructed as double fire walls in accordance with NFPA 221. 24. Fire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18" beyond the exterior surface of exterior walls. Sec. 706.5. Exceptions: a. Fire walls shall be permitted to terminate at the interior surface of combustible exterior sheathing or siding provided the exterior wall has a fire rating of at least 1 hour for a horizontal distance of at least 4' on both sides of the fire wall. Openings within such exterior walls shall be protected by assemblies having a fire rating of not less than 3/ hr. b. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior finishes provided the sheathing, siding, or other exterior noncombustible finish extends a horizontal distance of at least 4' on both sides of the fire wall. c. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system. 25. Where the fire wall intersects exterior walls, the fire -resistance rating of the exterior walls shall comply with one of the following, per Section 706.5.1: a. The exterior walls on both sides of the fire wall shall have a 1-hour fire -resistance rating with 3/4-hour protection where opening protection is required by Section 705.8. The fire - resistance rating of the exterior wall shall extend a minimum of 4 feet on each side of the intersection of the fire wall to exterior wall. Exterior wall intersections at fire walls that form an angle equal to or greater than 180 degrees do not need exterior wall protection. b. Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line at the fire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exterior walls terminating at fire walls that form an angle equal to or greater than 180 degrees. 26. Fire walls shall extend to the outer edge of horizontal projections, i.e., balconies, roof overhangs, etc., that are within 4' of fire walls. Sec. 706.5.2. Exceptions: a. Horizontal projecting elements without concealed spaces, provided the exterior wall behind and below the projecting element has not less than 1-hour fire -resistance -rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by fire assemblies having a fire -protection rating of not less than 3/4 hour. Noncombustible horizontal projecting elements with concealed spaces, provided a minimum 1-hour fire -resistance -rated wall extends through the concealed space. The projecting element shall be separated from the building by a minimum of 1-hour fire -rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire -rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by fire assemblies having a rating of not less than 3/4 hr. c. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1-hour fire -resistance -rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by fire assemblies having a fire -protection rating of not less than 3/ hour. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 27. Fire walls must extend in a continuous straight vertical plane from the foundation to a point 30" above both adjacent roofs. Sec. 706.6. Exceptions: a. Two-hour fire walls may terminate at the underside of the roof sheathing, provided: i. The lower roof assembly within 4' of the wall has not less than a 1-hour fire - resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire -resistance rating of not less than 1 hour. ii. Openings in the roof shall not be located within 4 feet of the fire wall. iii. The entire building is provided with not less than a Class B roof covering. b. Fire walls shall be permitted to terminate at the underside of noncombustible roof sheathing, deck or slabs, provided: i. Openings in the roof are not located within 4 feet of the fire wall, and ii. The entire building is provided with not less than a Class B roof covering. c. In buildings of Type V construction, walls shall be permitted to terminate at the underside of combustible roof sheathing or decks, provided: i. There are no openings in the roof within 4' of the fire wall, ii. The roof is covered with a minimum Class B roof covering, and iii. The roof sheathing or deck is constructed of fire -retardant -treated wood for a distance of 4' on both sides of the wall or the roof is protected with 5/8" Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by a minimum of 2" nominal ledgers attached to the sides of the roof framing members for a minimum distance of 4' on both sides of the fire wall. 28. Where the roof on either side of a fire wall slopes toward the fire wall at a slope greater than 2:12, the fire wall shall extend to a height equal to the height of the roof located 4' from the fire wall plus 30 inches. Section 706.6.2: a. There is no exception to this requirement (i.e., the exceptions found in Section 706.6 do not apply here). 29. Fire walls which separate portions of buildings having different roof levels may terminate 30" above the lower roof level, provided the exterior wall for a height of 15' above the lower roof is not less than 1-hour fire -rated construction from both sides with openings protected by 3/4-hour assemblies. Sec. 706.6.1. Exception: a. Where the fire wall terminates at the underside of the roof sheathing, deck or slab of the lower roof, provided: i. The lower roof assembly within 10' of the wall has not less than a 1-hour fire - resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire -resistance rating of not less than 1 hour. ii. Openings in the lower roof shall not be located within 10' of the fire wall. 30. Please indicate the basis of approval for the fire -resistive construction elements of the fire wall, parapet, and roof assembly if used in lieu of parapet, i.e., Item Number in Table 721.1, U.L. Directory, etc. (Note: Trusses require two layers of 5/8 inch Type 'X' drywall, per Item 21-1.1 in Table 721.1(3).) 31. Provide a note on the plans stating: "Penetrations of fire walls shall be protected with through -penetration fire stops and membrane -penetration fire stops in accordance with IBC Section 714." CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 SOUND TRANSMISSION 32. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 (and IIC of 50 for floors). Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies and indicate the listing agency and listing # for the tested ratings. 33. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. 34. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". 35. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of 45-dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation in accordance with the mechanical code. Provide design. FIRE -RESISTIVE CONSTRUCTION 36. Please ref. all the fire -rated details, as per H2 A09 series, on floorplans. Le., roof/ ceiling, floor/ceiling, walls, column/ beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing #, ICC research report, etc.). 37. Detail and reference I.C.C. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 721.1(3) requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 703. 38. Detail how fire -resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 714.3.2. 39. Detail on the plans how fire -resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 717. 40. Fire dampers shall be installed per Section 717.5 at all duct and air transfer openings of: a. Ceilings of fire -resistive floor -ceiling assemblies or roof -ceiling assemblies. b. Fire walls. c. Fire barriers (see exception for walls). d. Fire partitions at fire -rated corridors. See exceptions. e. Shaft enclosures (smoke dampers are also required). See exceptions. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 41. Smoke dampers shall be installed at all duct & air transfer openings: Sec. 717.5: a. Shaft enclosures (fire dampers are also required). b. Smoke barriers. c. In California, Section 717.5.2 was modified for Group A and R occupancies to state that duct openings in fire barriers shall also be provided with smoke dampers. 42. If smoke dampers are required, the plans shall show the locations of the smoke detectors listed in the options of Section 717.3.3.2 of the CBC. 43. Provide a note on the plans stating: "Penetrations of fire -resistive walls, floor -- ceilings and roof -ceilings shall be protected as required in CBC Section 714." 44. Clearly identify location and hourly fire -resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 712. 45. An elevator machinery room is required to be separated from the remainder of the building by fire barriers (707) and horizontal assemblies (711) that are not less than the required rating of the hoistway. If there are none, specify N/A and skip to the next item. Section 3005. 46. Where columns require a fire -resistance rating, the entire column, including its connections to beams or girders, shall be protected. Where the column extends through a ceiling, fire resistance of the column shall be continuous from the top of the floor through the ceiling space to the top of the column. Section 704.2. 47. Members of the structural frame (other than columns) supporting more than one floor and roof (or more than 2 floors, or supporting a load -bearing wall, or a nonload-bearing wall more than 2 stories high) must be individually encasement fire protected. (Sec. 704.3). Detail the required protection on the plans. 48. Detail all furred ceilings as required in Section 803.13.2.1. Show fire -retardant treated wood where necessary. 49. One -hour rated horizontal assemblies may have their drywall interrupted by double wood top plates, provided the wall is sheathed with Type X wallboard. Section 714.4.2. FIRE BARRIERS 50. A one -hour fire barrier is required between the R1 and the others. Table 508.4. Similarly, for A-2 & B/S1. Note on plans if non -separated uses are utilized. 51. A fire barrier is not required for an accessory use not occupying more than 10% of the area of any floor of a building, nor more than the tabular values for either height/ area for such use (without height/area increases). Sec. 508.2.1 & 508.2.3. 52. Doors and fire shutters in fire barriers shall comply with Table 716.5. FIRE BARRIER RATING hours MIN. OPENING PROTECTION ASSEMBLY hours 1 3�4 CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 53. Structural members supporting a horizontal fire barrier must have the same fire -resistive rating as the separation. Section 707.5.1. 54. Ducts penetrating fire barriers at occupancy separations must have fire dampers. Section 717.5.2. a. In California, Section 717.5.2 was modified for Group A and R occupancies, to require smoke dampers in addition to fire dampers. EGRESS BALCONIES 55. Exterior egress balconies shall be separated from the interior of the building by walls and opening protectives as required for corridors. Sec. 1021.2. Exception: Separation is not required where the exterior egress balcony is served by at least two stairs and a dead-end travel condition does not require travel past an unprotected opening to reach a stair. Please show 45 min. rated openings for those past the stairs. ELEVATORS 56. In buildings having an elevator in California, at least one gurney -sized elevator shall be provided. The elevator car shall be of such a size and arrangement to accommodate a 24-inch by 84-inch ambulance gurney or stretcher in the horizontal, open position. Section 3002.4a. EXIT SIGNS 57. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1013.1. 58. A tactile sign stating "EXIT" and complying with ICC A117.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1013.4. 59. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1008. 60. Show separate sources of power may be required for exit illumination. Review Section 1008.3. STAIRWAYS 61. Stair risers shall be solid. Section 1011.5.5.3. 62. Handrails (Sections 1014 and 1011.11)- Show handrail details for common stairs and private stairs including their termination details: a. Handrails are required on each side of stairways (stairways within dwelling units only require handrails on one side). b. Changes in room elevation of 3 or fewer risers within dwelling units of R-2 occupancies do not require any handrails. c. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42" high guards, Sec. 1015.2. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 d. The handgrip portion of all handrails shall be not less than 1-'/4" nor more than 2" in cross sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of min. 4" & not greater than 6'/" with a max cross-section dimension of 2'/4". Sec. 1014.3.1. e. Handrail projecting from wall shall have min. 1'/z" between the wall & HR. Sec. 1014.7. f. Handrails shall be continuous, without interruption by newel posts or other obstructions. g. Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser + 12" (for common stairs). Sec. 1014.6. Fig. 11 B-505.10.3. h. Ends of handrails shall be returned to a wall, guard or the walking surface. 63. The plans should clearly label the stairs as being either "interior exit access stairways" (Sec. 1019), or "interior exit stairways" (Sec. 1023), or exterior exit stairs (Sec. 1027). 64. Interior Exit Stairways should be enclosed as specified in Section 1023.2: a. One hour rated interior exit stairs (if any) will be required for this project. b. Where nonrated walls or unprotected openings occur at the exterior wall of an exit enclosure, and those walls or openings are exposed by other parts of the building (at an angle of less than 180 degrees), the building exterior walls within 10' horizontally of the stair shall be of 1-hour fire -rated construction (with 3/4-hour fire -rated openings). This construction shall extend vertically from the ground to a point 10' above the topmost landing of the stairway or to the roof line, whichever is lower. Section 1023.7. c. Openings in exit enclosures, other than unexposed exterior openings, shall be limited to those necessary for exit access to the exit enclosure from normally occupied spaces and for egress from the exit enclosure. Elevators shall not open into an exit enclosure, nor its extension. Section 1023.4. d. Doors should be labeled 1-hour fire assemblies for 1-hour stair enclosures. Section 716. e. Penetrations into or through an exit enclosure are prohibited, except for equipment and ducts necessary for independent pressurization, sprinkler piping, standpipes and electrical conduit serving the enclosure. Section 1023.5. f. Exit enclosures should include an exit passageway on the ground floor extending to the exterior. Sec. 1023.3.1. Only exit doors are permitted to open into the exit passageway. Sec. 1024.5. Additionally, a fire -rated door is required between the exit enclosure and the exit passageway (having a 1-hour fire -rating), unless there are no openings into the exit passageway extension. Section 1023.3.1 g. Walls and soffits within enclosed usable spaces under enclosed stairways shall be protected by 1-hour fire -rated construction, or the fire -rating of the stairway enclosure, whichever is greater. Access to the enclosed usable space shall not be directly from within the stair enclosure. Section 1011.7.3. 65. Exterior exit stairways shall be open on at least one side. An open side shall have a minimum of 35 square feet of aggregate open area adjacent to each floor level and the level of each intermediate landing. Sec. 1027.3. 66. Exterior exit stairs shall be separated from the interior of the building, for buildings > 2 stories (other than R-1/R-2). Openings shall be limited to those necessary for egress from normally occupied spaces. Sec. 1027.6. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 NO PROTECT REQUIRED 3/4- HR. OPE PROTECTN 1nl-o^ 10'-0" EXTERIOR WALL AREA INSIDE DASHED LINE REQUIRED 2-HR. PROTECTION OPENINGS LIMITED BY SECTIONS 1022.4 & 1022.5 (E.G., NO WINDOWS ITTED IN CROSS -HATCHED AREA) i. 101-0" SEC.1022.1 - SECTION SECTION 1022.6 1022.6 ELEVATION 2-HOUR FIRE -RESISTANCE - RATED FIRE BARRIER (SECTIONS 1022.2 & 1022,7) 1014 i INTERIOR - 3/4- HR. OPENING PROTECTIVE L�!!J < 180° NONFI RE -RESISTANCE -RATED WALLS OR GUARDS - EXTERIOR WITH OPENINGS (SECTION 1026.3) FIRE -RESISTANCE -RATED WA AND OPENING PROTECTIVES PLAN CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 ROOFS 5. Specify on plans the following information for the roof materials, per Sec. 1506.3: a) Manufacturer's name and Product name/number. b) ICC approval number, or equal. 6. Show the required attic/enclosed rafter ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 1/150th of the area of the space ventilated. Section 1203.2. 7. Specify minimum '/4"/ft. deck slope for drainage. Section 1507.10.1. FIRE EXTINGUISHING 8. Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. MISCELLANEOUS 9. On Sht. 1 A00.504, clarify Type 11113 Construction noted, versus V-B elsewhere. 10. Where is the door schedule for all the unit doors, i.e., 305A, B, C, D, etc., on sheet H2-G A06.126, etc.? 11. Please show one -hour rating for the trash chutes and laundry chutes with one - hour rated termination rooms, a section through each chute, 3/4 hour doors and 1- hr. rated access room with 45 min. rated door. Sec. 713.13. Sht. H2-T A02.201. 12. If utilizes, show how all the pedestrian walkways comply with Section 3104 for all levels between the adjoining buildings. 13. Guards (Section 1015): a) Shall have a height of 42". This includes the open side of a stair. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.8.1. Please show connection details & ref. on plans to cover all conditions interior & exterior. c) Openings between railings shall be less than 4". DISABLED ACCESS 14. Please revise the restroom floor plans on Sht. H2-F A02.201, to show 34" doors width into the HC stalls as well as 92" min. clear distance between the front edge of the W/C & the opposite wall. Sec. 11 B-604.8.1.1 & 2. [currently, it measures 48" to the door opening, as opposed to 56" required]. Fig. 11 B-604.8.1.1.2(b). 15. Please dimension the 18" strike edge distance on plans for the accessible units. I.e., See Sheet H2-GA1 A02.201, etc. Fig. 11 B-404.2.4.1(a). 16. Show an accessible route between all buildings on site plans. Sec. 11 B-206.2.2. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 17. Hotels shall comply with the following provisions per Sec. 11 B-224.1 & 11 B-806: Specify where each item is addressed on plans: a) Accessible sleeping rooms shall provide 36" clear width maneuvering space along both sides of a bed, or between two beds. b) Bathrooms in all remaining units shall comply with the following: a. All bathroom fixtures shall be in a location that allows a person using a wheelchair measuring 30" by 48" to touch the wheelchair to any lavatory, urinal, water closet, tub, shower stall and any other similar sanitary installation if provided. Sec. 11 B-603.6. b. All bathroom entrance doors shall have a clear opening width of 32" and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Sections 11 B-224.1.2 and 11 B-404.2.3. STRUCTURAL 18. Note on plans that surface water will drain away from building. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1804.4. 19. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a. The building pad was prepared in accordance with the soils report, b. The utility trenches have been properly backfilled and compacted, and c. The foundation excavations comply with the intent of the soils report." 20. Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 21. Where is detail 3, as noted on 5/1­12 S00.201? 22. Where are details 17 & 19/S08.221, as called out on 1/1­12-B S02.211? 23. Where are details 1, 2, 3 & 8/S08.214, as called out on 2/1­12-T S02.202? 24. Please show how connecting structures starting on SheetH2-K S02.203 accommodate the displacements between the adjacent buildings at each end and provide lateral support for them. ASCE 7-10, Sec. 13.3.2.2. 25. On Sheet 1­12-M S02.201, please specify the designation of all the pads, so their reinforcements can be ascertained, including the 12' sq pad. Also, call out all the SW's. note the CMU wall footing information. 26. Please provide typical connection details & ref. throughout to cover all conditions on the foundation & roof framing plans for the lobby, paint box, pool restroom & pool equipment buildings. Sheets 1­12-M S02.202 through H2-W S02.301. 27. Please specify where all the details on the H2 S08 200 series of plans are referenced on plans. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 28. Collector Design Forces Collector elements, splices and their connections to resisting elements should be designed to resist the prescribed forces. They must also have the design strength to resist the special load combinations of ASCE 7-10, Sec. 12.4.3 (Sec. 12.10.2.1). Provide a legend on framing plans to delineate the drag connections for the non -light framing portion of this project & ref them to the connection schedule using HBS. 29. Requirements in Seismic Desiqn Category D. The structures assigned to SDC D should satisfy the followings, in addition to the requirements for SDC C: (ASCE 7-10, Sec. 12.3): Please show how all irregularities, as applicable to this project are addressed on plans & calc's: Le., where the SW's don't line with the ones below. This means the beams below the SW's, shall be designed for 1.25 x the prescribed loads & columns supporting such beams shall be designed for the special load combinations, as per next item: a. Prohibited Horizontal and Vertical Irregularities for Seismic Design Categories D through F. Structures assigned to Seismic Design Category E or F having horizontal irregularity Type 1 b of Table 12.3-1 or vertical irregularities Type 1 b, 5a, or 5b of Table 12.3-2 shall not be permitted. Structures assigned to Seismic Design Category D having vertical irregularity Type 5b of Table 12.3-2 shall not be permitted, except when subject to the limitations of Section 12.3.3.2. b. Plan or Vertical Irregularities. For structures having a plan structural irregularity of Type 1 a, 1 b, 2, 3, or 4 of ASCE 7-10, Table 12.3-1 (as shown in Figure 10.7) or vertical irregularity Type 4 of Table 12.3-2, the design forces determined from Section 12.8.1 need to be increased 25 percent for the following connections: 1) diaphragms to vertical elements, 2) diaphragms to collectors & 3) collectors to vertical elements. (Sec. 12.3.3.4). Open ng Re-entrant corner a. Torsional irregularity b. Re-entrant corners Discontinuity in vertical elements of lateral -force -resisting system d. Out -of -plane offsets Figure 10.7 Examples of Plan Irregularities 1 - 4 c. Diaphragm d CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 30. Seismic Load Effect' Please see the previous item: a. Seismic load effect, E. The seismic load effect, E, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.2: E =pQE + 0.2SDsD b. Maximum seismic load effect, Em. The maximum seismic load effect, E,,,, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.3 to be used in the special seismic load combinations of Section 12.4.3.2 E. = DoQE + O.2SDsD 31. Note on plans that the framing members exposed to weather will be pressure treated with hot -dipped zinc -coated galvanized hardware. Sec. 2304.12.2.3 & 2304.10.5.1. 32. A comprehensive structural review will be done at back -check, once updated plans and calculations are submitted for review & approval. ADDITIONAL 33. Please see attached for P/M/E items. 34. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 35. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes ❑ No ❑ 36. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Scott Humphrey ARCHITECTURAL PME ITEMS The licensed designer must sign the approved set of the plans. At final submittal please remove "not for construction." 2. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 3. Horizontal fire -resistive assemblies separating dwelling units or sleeping units (CBC 420.3) must have the duct and air transfer openings protected as required by CBC 711.2.4.3, 713.10, 717.6 (Dampers/shafts). This is referring to the third -floor rated ceiling where the exhaust fan penetrates this assembly. 4. The doors serving electrical rooms containing equipment rated 800 amperes or more shall be out swinging and equipped with panic hardware. CBC 1010.1.10 5. Detail the location of the required roof access ladder and hatch to provide the required access to new roof mounted mechanical equipment, as per CMC, Section 304.3 6. Electric Vehicle Charging (California Green Building Standards): If the newly constructed building includes a parking design of 10 or more spaces compliance with Table 5.106.5.3.3 is necessary for EV future charging capability. Provide the following design requirements found in section 5.106.5.3: Number of future EV spaces required, installed raceway design, electrical capability (amperes and location) and signage. a. Be sure to also comply with Title 24 disabled access requirements for the EV stalls. Section 11 B-228.3. 7. If electrical vehicle charging equipment is installed: Provide a complete electrical design, including equipment specifications, a site plan, and an electrical branch circuit design, including load calculations. Include the compliance design for the accessibility requirements found in CBC 11 B-228.3 and CBC 11 B-812.5. If this was part of a previous and/or future design then please state this on the plans. PLUMBING (2016 CALIFORNIA PLUMBING CODE) 8. Provide calculations to show compliance with CPC Table 422.1 "Minimum Plumbing Facilities" and occupant load CPC Chapter 4 Table "A". Please include the occupancy classification and the number of occupants. 9. In areas of residential accommodation piping material types ABS and PVC are limited to buildings of two stories or less. CPC 701.2(a). California only. 10. Please provide "Profile Drawings" for the Private On -Site Building Sewer System and the Private On -Site Water System. 11. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If the City Building Department is the agency responsible for permitting the site plumbing systems and the site plumbing is included under the scope of this building permit, then provide complete civil site utility plans for CPC Chapter 7 Part 2 plan review. 12. Please show on the on -site private building sewer plans the maximum DFU values for each pipe length, to shown agreement with maximum DFU values in the CPC, Table 703.2 and 717.1. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 13. A complete review of the Private Building Sewer Systems will be done when the complete plans and calculations for the Private Building Sewer Systems are provided. 14. Please provide complete on -site plumbing construction drawings for the private site water system, and private site building sewer system, private gas lines and storm water systems; showing the sizes and locations of the public & private gas meters and public & private water meters; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. Please provide private building sewer and storm water profile drawings. 15. Provide complete isometric drain, waste and vent plans. 16. Please show compliance with CPC, Section 707.4: "A cleanout shall be installed above the fixture connection fitting, serving each urinal, regardless of the location of the urinal in the building." 17. Detail how the floor drain trap seal is to be maintained. Some locations are not shown. CPC 1007.0 18. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix W. 19. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories (limited to 110 degrees) and (bathtubs, bidets, and showers (120 degrees)). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 407.3, 408.3, 409.4, 410.3, and Energy Standards 110(C) 3. 20. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 407.3. Energy Standards 110(C)3. 21. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail. CPC 609.10 HCD Residential -Not in California. 22. Provide gas line plans and calculations showing gas demands, pipe lengths, and pipe sizing. CPC 1216.0 23. Please provide the grease interceptor sizing calculations. CPC 1014.0 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 24. Provide smoke detection in the supply air duct of an "air -moving system" for required shut-off of equipment for smoke control. CIVIC Section 608.1 CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 An "air -moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air -handling units are used to supply air to a common space or to draw air from a common plenum or space. • 1 see the general note in the equipment schedule, however, please indicate on the plans the location at the unit. 25. Electrical outlets are required to be installed within 25' of mechanical equipment. Please include outlet locations, the receptacle specifications (GFCI & weather - resistant), and the extra duty cover specification. CIVIC 303.8.5 & CEC 210.63 26. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) dampers and/or shaft protection and identify installations on the mechanical plans themselves. The concern is the exhaust fans in the individual units. 27. Provide plans, details, and calculations to show compliance with CIVIC Chapter 11 for a "Refrigeration Machinery Room": • Clearly show the refrigerant classification, the amounts of each system refrigerant used, and the Al system horsepower rating. • Provide exits as required per CBC 1006.2.2.2. & CIVIC 1106.3. • "Equipment, piping, ducts, vents or similar devices that are not essential for the refrigeration process, maintenance of equipment or for the illumination, ventilation or fire protection of the room shall not be placed in or pass through a refrigeration machinery room." CIVIC 1108.1 • Provide the calculations demonstrating compliance with the exhaust requirements found in CIVIC 1107.0 • Show the ventilation discharge clearances as per CIVIC 1107.7 • Show the required emergency controls for the refrigeration machinery room ventilation and equipment. CIVIC 1107.6 & 1108.3 ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 28. City of La Quinta policy Aluminum conductors shall only be permitted to feed main electrical panels or sub -panels. Such aluminum conductors shall not be smaller than 1/0 AWG. 29. H2E08.10 SLD is depicting aluminum conductors to the underground grounding electrodes. AL shall maintain 18-inch clearance to earth. Please explain how this clearance will be maintained. 30. H2E08.101 — at DB-LPB the feeders to LPB1 & LP132 are undersized for 225 amps. 31. H2E08.101 — for all transformers that have primary only overcurrent protection provide justification per CEC Table 450.3(B). please show your math. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 32. H2E08.101 —feeder from MSB H2 to MDS-PB (Paint box) is undersized. 33. For all transformers utilizing the tap rule (240.21(C)(2) provide ampacity calculations and show compliance with all four parts. Show your work to include primary to secondary voltage ratio to determine secondary conductor ampacity. 34. H2E08.101 —feeder from DBLD to PNL MD1 is undersized. 35. H2E08.102 — feeder from MDB-A to DBHA are undersized for 600 amps. 36. H2E08.102 — feeder from DBHA (via XFMR T-DBLA) may have a type 4000kcmil M 37. H2E08.102 — feeder from DBHA to PNL L1A is not identified. 38. H2E08.102 — feeder from DBLB to PNL MB1 is undersized for 225 amps. 39. H2E08.102 — feeder from DBLC to PNL-MC1 is undersized for 225 amps. 40. H2E08.103 — feeder from MDP-S to XFMR T-EVPB 30kVA (480-208/120v) the overcurrent device is oversized — see Table 450.3(B). a. 30kVA @ 480 = 36.1 amps x 125% = 45.125 / next standard size breaker is 50. Currently protected by 125-amp breaker. 41. H2E08.104 keynote #8 is missing. 42. H2E08.104 feeder from DB-SB-H2 to SBSH1 is undersized for 250 amps 43. H2E08.104 - 15 kVA transformer primary (only) overcurrent protection is oversized — please review all locations and reference Table 450.3(B) CEC a. Example 15kVA = 18.1 amps - times 125% = 22.62 next standard size breaker is 25 44. H2E09.103 PLN schedule SBLA is not legible. 45. Out swinging door(s) equipped with panic hardware are required for access doors for rooms containing electrical equipment rated 800 amperes or more. Revise the architectural design and door schedule. CEC110.26(C)(3). 46. Access doors are required to be located at each end of large services (1,200 amperes or more and over 6' wide). Please review the design and provide double the CEC 110.26(A)(1) clearance distance or add an additional door. See CEC 110.26 for additional design options. 47. Item 28 & 29 are regarding some of the equipment on the single line drawing are not shown on the plans. I could not locate MSB-H2 to ensure two doors that swing outward. 48. ATS(s) and generator locations not shown and were not reviewed. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 49. Emergency illumination is required to be installed in electrical equipment rooms. Please verify. CBC 1008.3.3 CEC 700.16 50. Fire resistant construction describe and detail on the plans the following: a. All fire-resistant rated assemblies b. All penetration firestop systems c. All membrane penetrations i. For a, b, c above please include the following: 1. Installation instructions 2. UL listings/file number(s) 3. Manufactures name of the product proposed for the installation 51. CEC 422.51 If installing vending machines, they shall be provided with GFCI protection. The GFCI device shall be readily accessible. 52. CEC 422.52 If installing drinking fountains, they shall be provided with GFCI protection. The GFCI device shall be readily accessible. 53. Identify on the plans the location of all receptacles in compliance with 406.9 for weather -resistant type and appropriate covers for damp or wet locations. 54. Identify all locations requiring Tamper -Resistant Receptacles (TRR) and provide all locations on the plans, 406.12 a. In all dwelling units as specified in 210.52 (15 and 20 ampere receptacles). b. In guest rooms and guest suits of hotels and motels. c. Childcare facilities d. Any location(s) that meet the Article 100 definition of a "Dwelling Unit" requires TRR 55. Lighting fixture schedule is incomplete and does not list all the luminaries such as emergency lighting. 56. Fitness center emergency egress plan is blank, H2.FE05.101. Please include E lighting egress photometric plans for all lighting locations, restaurant, lounge, paint box, etc. 57. Sheet H2E06.103 shows a receptacle outlet in the bathtub location and violates CEC 406.9(C). CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) • The following comments have referenced sections in the Energy Standards. If a section reference begins: 110; 120; or 130, it is mandatory. Section 140 refers to Prescriptive Method of Compliance. 58. For plans submitted for plan check on or after 1/02/17, provide an energy design detailing compliance with the Mandatory Measures and either the Performance or Prescriptive Methods of compliance. The Prescriptive design and the latest Performance software programs are available at- www.energy.ca.gov/title24/2016standards 59. A complete energy design was not provided for review. Please ensure all sheets are signed by the responsible party. Mechanical energy run was provided but not signed. 60. A complete energy plan check will be performed after completed and/or the corrected energy design has been provided. 61. On the plans clearly show the building envelope design as applicable: insulation design, fenestration specifications, door insulation specifications, radiant barrier, and the roof covering specifications. 62. Hot water piping is required to be insulated as follows: 1" pipe size or less: 1" thick insulation, larger pipe sizes require 1 '/2" thick insulation. See Table 120.3-A. 63. Instantaneous water heaters (rating greater than 2 kW) shall have isolation valves and hose bibs installed on both the cold -water supply and hot water output piping. ES 110.3 Solar Ready: 64. (Multifamily and non-residential buildings of three stories or less) and (hotel/motels and high rise residential of ten stories or less) are required to be "Solar Ready" and meet the following design criteria: 65. Designate a "Solar Zone" (describe the area and location/See CRC R331 or CBC 3111) and the inverter, metering equipment, and the pathway locations between the solar zone and equipment. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Scott Humphrey at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 EsGil A SAFEbuilr Company DATE: 5-21-2020 JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0013.RCl.e SET: II PROJECT ADDRESS: 52-200 SILVERROCK WAY PROJECT NAME: PENDRY HOTEL ❑ APPLICANT ❑ JURIS. ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ® The plans transmitted herewith have deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. ® The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone (by: ) Fax In Person Telephone #: Email: ® REMARKS: There are (2) type A bldgs. & (8) type B bldgs., (4) stair towers; (1) Lobby bldg. & (1) Fitness Center & (1) Paint Box bldg. under this permit. Fixture Count sheet attached as well. City to send EsGil valuation for project so EsGil can bill. By: Erich A. Kuchar, P.E. EsGil 5-1-2020 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CITY OF LA QUINTA BCPR2019-0013.RCl.e 5-21-2020 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. GENERAL Please make all corrections and submit new stamped and signed complete sets of prints, to: The jurisdiction's building department. PLANS 2. Please indicate on Sheet H2 A00.001 that the lazy river and pool are under a separate permit. Otherwise, provide complete architectural/ structural/ plumbing plans and calculations for them. [See scope of work]. Scope of work has not been updated. Comment response says this will be done next submittal. 3. "Permit 2nd Cycle- Volume 2" plans for just the Food and Service building was submitted. These plans are not stamped and signed and do not contain any other discipline drawings. Is there a reason these are separate sheets and not combined with the full set? MISCELLANEOUS 6. On Sht. 1 A00.504, clarify Type IIIB Construction noted, versus V-B elsewhere. Comment still open as under "Note" on sheet S1 A00.504 it still states buildings to be Type III-B. STRUCTURAL 7. Please show how connecting structures starting on SheetH2-K S02.203 accommodate the displacements between the adjacent buildings at each end and provide lateral support for them. ASCE 7-10, Sec. 13.3.2.2. Bridges connecting two separate structures will require a seismic gap to resolve pounding between the 2 buildings during an earthquake. The seismic gap shall be designed for the worst -case lateral displacement (roof level) for each building and sized as the Square Root of the Sum of the squares of movement for each building. There is not a way to keep these buildings connected during all modes of movement. The response stating that it is designed like the diaphragm within a building is not accurate as the buildings are free to move in different directions and not contained in the same "shell of a building". 8. For a 3-story wood building using straps and not a continuous tie -down system with a take up device provide building shrinkage calc and verify straps will not buckle when building shrinks. CITY OF LA QUINTA BCPR2019-0013.RCl.e 5-21-2020 9. Remove tie -down details if no tie -downs are used on project. 10. Provide anchorage calcs for hold downs. 11. Cantilever Diaphragm: Provide complete cantilevered diaphragm calcs for wood diaphragm of structure. NDS SDPWS chapter 4.2.5 must be followed along with 4.2.5.2. When idealized as rigid make sure the in -plane deflection of the diaphragm is less than 2.5 times the average deflection of the shear walls at that story. The worst case need only be looked at, so just the roof level as this will have the most deflection. Please show how all required items are being addressed when calculating diaphragm deflection including rotation of diaphragm added to lateral deflection. 12. For flush beams at exterior walls as example building B along gridline B provide straps between flush beams and rim beam to transfer load and keep continuous chord. These flush beams interrupt the rim beam, and nothing connects them to transfer the force. 13. Provide stud calculations for project showing all loading and for all stud design per CBC Table 721.1(2), footnote "m"; The design stress of studs shall be reduced to 78% of allowable F'c with the maximum not greater than 78% of the calculated stress with studs having a slenderness ratio of le/d of 33. 14. ADDITIONAL 15. Please see attached for P/M/E items. 16. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 17. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes ❑ No ❑ 18. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Erich A. Kuchar, P.E. at EsGil. Thank you. CITY OF LA QUINTA BCPR2019-0013.RCl.e 5-21-2020 PLUMBING and ELECTRICAL COMMENTS PLAN REVIEWER: Scott Humphrey The following items were not addressed PLUMBING (2016 CALIFORNIA PLUMBING CODE) 1. Provide gas line plans and calculations showing gas demands, pipe lengths, and pipe sizing. CPC 1216.0 2. Please provide the grease interceptor sizing calculations. CPC 1014.0 ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 3. 1 suggest you discuss with the city regarding there policy. We only pass along the information provided. You have been warned regarding this requirement. City of La Quinta policy Aluminum conductors shall only be permitted to feed main electrical panels or sub -panels. Such aluminum conductors shall not be smaller than 1/0 AWG. 4. When I look at the PNL schedules I see "MCB" mentioned however nothing indicating breaker size is provided. Just blank. H2E08.104 - 15 kVA transformer primary (only) overcurrent protection is oversized — please review all locations and reference Table 450.3(B) CEC a. Example 15kVA = 18.1 amps - times 125% = 22.62 next standard size breaker is 25 5. This correction remains outstanding. H2E09.103 PLN schedule SBLA is not legible. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Scott Humphrey at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. CITY OF LA QUINTA BCPR2019-0013.RC l.e 5-21-2020 City of La Quinta Fixture Count Plumbing 7 Water Service 30 Gas Pipe Outlets 230 Lavatory 16 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 225 Toilet Solenoid Valve 200 Tub or Shower Backflow Valve <2" 200 Sink (kitchen, bar, laundry) 7 Backflow Valve >2" Dishwasher Spklr. System <50 heads Clothes Washer Spklr. System 51 — 100 heads 6 Urinal Spklr. System >101 heads 13 Floor Drain Septic System (tank & pit) 5 Floor Sink 1 Interceptor (grease, sand, oil) 6 Drinking Fountain 7 Building Sewer Commercial Sink Cesspool, Seepage Pit 42 Roof & Overflow Drain Electrical Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System Main Service <200 amps 1 Outlet/Light — first 20 1 Main Service > 200 amps 4247 Outlet/Light — 21 & over 81 Subpanel 1 Electric Sign — 1 circuit Ceiling Fan 1 Electric Sign — Add. Circuits 225 Exhaust Fan Bussway Footage Electric Range/Oven 225 Motor —to 1 HP Hood/Fan/Light Combo. 225 Motor — 2 to 10 HP Clothes Washer Motor— 11 to 50 HP Electric Clothes Dryer Motor — 101 and over 1 Dishwasher Trans/Gen — 2 to 10 KVA 202 Refrigerator 11 Trans/Gen — 11 to 50 KVA Freezer 5 Trans/Gen — 51 to 100 KVA Ice Maker 5 Trans/Gen — 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 225 Exhaust Fan Condenser Unit — 31-50 ton Oven/Range Boiler/Compressor — 31 to 50 HP Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP 1 Evap. Cooler/Duct System 2 Air Handling Unit <10M CFM 225 Wall/Ceiling Heater Air Handling Unit >10M CFM FAU/Gravity Furnace <100 BTU Residential Incinerator FAU/Gravity Furnace >100 BTU Commercial Incinerator 1 Condenser Unit to 3 ton Commercial Hood Type 1 or 2 Boiler/Compressor to 3 HP Comm. Hood Fire Spklr. System 9 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System 1 Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances EsGil A SAFEbuilr Company DATE: 7-13-2020 JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0013.RC2.e SET: III PROJECT ADDRESS: 52-200 SILVERROCK WAY PROJECT NAME: PENDRY HOTEL ❑ APPLICANT ❑ JURIS. ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ® The plans transmitted herewith have deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. ® The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone (by: ) Fax In Person Telephone #: Email: ® REMARKS: There are (2) type A bldgs. & (8) type B bldgs., (4) stair towers; (1) Lobby bldg. & (1) Fitness Center & (1) Paint Box bldg. under this permit. Fixture Count sheet attached as well. City to send EsGil valuation for project so EsGil can bill. By: Erich A. Kuchar, P.E. EsGil 7-3-2020 Enclosures: 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CITY OF LA QUINTA BCPR2019-0013.RC2.e 7-13-2020 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. GENERAL Please make all corrections and submit new stamped and signed complete sets of prints, to: The jurisdiction's building department. STRUCTURAL 6. Please show how connecting structures starting on Sheet H2-K S02.203 accommodate the displacements between the adjacent buildings at each end and provide lateral support for them. ASCE 7-10, Sec. 13.3.2.2. Bridges connecting two separate structures will require a seismic gap to resolve pounding between the 2 buildings during an earthquake. The seismic gap shall be designed for the worst -case lateral displacement (roof level) for each building and sized as the Square Root of the Sum of the squares of movement for each building. There is not a way to keep these buildings connected during all modes of movement. The response stating that it is designed like the diaphragm within a building is not accurate as the buildings are free to move in different directions and not contained in the same "shell of a building". This comment is still open as drawings have not been updated to account for seismic joints and detailing. 7. Provide anchorage calcs for hold downs. Comment response said see attached for calcs yet no calcs were attached. 8. Cantilever Diaphragm: Provide complete cantilevered diaphragm calcs for wood diaphragm of structure. NDS SDPWS chapter 4.2.5 must be followed along with 4.2.5.2. When idealized as rigid make sure the in -plane deflection of the diaphragm is less than 2.5 times the average deflection of the shear walls at that story. The worst case need only be looked at, so just the roof level as this will have the most deflection. Please show how all required items are being addressed when calculating diaphragm deflection including rotation of diaphragm added to lateral deflection. Comment response said see attached for calcs yet no calcs were attached. 9. Provide stud calculations for project showing all loading and for all stud design per CBC Table 721.1(2), footnote "m"; The design stress of studs shall be reduced to 78% of allowable F'c with the maximum not greater than 78% of the calculated stress with studs having a slenderness ratio of le/d of 33. Comment response said see attached for calcs yet no calcs were attached. CITY OF LA QUINTA BCPR2019-0013.RC2.e 7-13-2020 ADDITIONAL 10. Structural is the only discipline with comments left. 11. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 12. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes ❑ No ❑ 13. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Erich A. Kuchar, P.E. at EsGil. Thank you. CITY OF LA QUINTA BCPR2019-0013.RC2.e 7-13-2020 City of La Quinta Fixture Count Plumbing 7 Water Service 30 Gas Pipe Outlets 230 Lavatory 16 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 225 Toilet Solenoid Valve 200 Tub or Shower Backflow Valve <2" 200 Sink (kitchen, bar, laundry) 7 Backflow Valve >2" Dishwasher Spklr. System <50 heads Clothes Washer Spklr. System 51 — 100 heads 6 Urinal Spklr. System >101 heads 13 Floor Drain Septic System (tank & pit) 5 Floor Sink 1 Interceptor (grease, sand, oil) 6 Drinking Fountain 7 Building Sewer Commercial Sink Cesspool, Seepage Pit 42 Roof & Overflow Drain Electrical Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System Main Service <200 amps 1 Outlet/Light — first 20 1 Main Service > 200 amps 4247 Outlet/Light — 21 & over 81 Subpanel 1 Electric Sign — 1 circuit Ceiling Fan 1 Electric Sign — Add. Circuits 225 Exhaust Fan Bussway Footage Electric Range/Oven 225 Motor —to 1 HP Hood/Fan/Light Combo. 225 Motor — 2 to 10 HP Clothes Washer Motor— 11 to 50 HP Electric Clothes Dryer Motor — 101 and over 1 Dishwasher Trans/Gen — 2 to 10 KVA 202 Refrigerator 11 Trans/Gen — 11 to 50 KVA Freezer 5 Trans/Gen — 51 to 100 KVA Ice Maker 5 Trans/Gen — 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 225 Exhaust Fan Condenser Unit — 31-50 ton Oven/Range Boiler/Compressor — 31 to 50 HP Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP 1 Evap. Cooler/Duct System 2 Air Handling Unit <10M CFM 225 Wall/Ceiling Heater Air Handling Unit >10M CFM FAU/Gravity Furnace <100 BTU Residential Incinerator FAU/Gravity Furnace >100 BTU Commercial Incinerator 1 Condenser Unit to 3 ton Commercial Hood Type 1 or 2 Boiler/Compressor to 3 HP Comm. Hood Fire Spklr. System 9 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System 1 Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT SHAWN C. NEWMAN — FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org March 11, 2020 Gensler San Diego 225 Broadway #100 San Diego, CA 92024 aca 0"&(V Re: Master Building Permit — 1st Fire Plan Review — SILVERROCK — PENDRY HOTEL (GUEST ROOMS, MAIN BUILDING, PAINT BOX, FITNESS CENTER, STAIR TOWERS, POOL EQUIPMENT ROOM, POOL RESTROOMS) BCPR2019-00013 / 52200 SILVERROCK WAY, 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. Delays in the review timeline were in part due to submitted Alternative Methods and Materials submittal for buildings under the scope of this submittal and are still in process. The following comments are required to be addressed: 1) Electronic plans provided (Volumes 1, 2 and 3) were difficult to navigate due to missing bookmarks for all pages. The Drawing Index was not consistent with the submitted documents. 2) Provide a building addressing and unit addressing standard in compliance with RVC Fire Dept. Standard FPS 07-01. 3) Sheet H2 A00.001 Items: a) Building Code Data — Pendry Hotel Guest Rooms i) "Fire Protection" identifies NFPA 13R fire sprinkler system. CBC Table 504.4 requires minimum NFPA 13 (Commercial) for 3-stories proposed Type VB. ii) "Stories" states "3-Story — Allowable 3 story, with area increase". Correct to "... without area increase (CBC 2016, Table 504)" iii) "Areas" is confusing. It appears to be tallying all of the Guest Rooms, Main Building, Stair Towers and Fitness Center together. This gives the impression that it is to be considered 1- building. *Lobby Area is also called out under separate section on this same sheet. b) Building Code Data — Pendry Main Lobby, Restaurant i) "Fire Protection" identifies NFPA 13R fire sprinkler system. This is a detached commercial structure and requires a NFPA 13 (Commercial) system. ii) "Stories" — States "allowable 3 story, with area increase." A-2 occupancy is most restrictive and advises 2 story without area increase. iii) "Areas" section did not provide any area calculations for this separate building. Provide calculations and code analysis. Page 4 of 28 c) Provide additional Building Code Data for all structures included in the submittal: Fitness Center, Paint Box, Pool Equipment Room, Restrooms, etc. d) Update Fire Dept. Submittals & Permits and Deferred Submittals to include: i) Private Fire Main ii) Hood Suppression System iii) Hazardous Materials Storage/Use iv) Refrigeration System 4) Sheet H2 A00.006 identifies a 25' 1.5" Fire Separation Distance of the Module B 1 GR from the Shared Services (Separate Submittal) building. This is not consistent with the detail in that submittal. The other detail shows Module B having a 16'6" separation to "Proposed Property line" and another 10' setback distance of the Shared Services building from that property line. 5) In reviewing Sheet S 1 A00.504 in comparison to the provided siteplans and architectural details, the fire access path detailed running through the "Exterior Loading/Storage" area of the Main Building and between Module B4 is actually not accessible. 6) Identify the location of the Fire Riser (and Standpipe where applicable) on all buildings floor plan details included in the submittal. 7) Sheet H2 A00.200 Details: a) Module B4 and Main Building are presenting with 10'2" and 7'6" Fire Separation distance of 2 small wall sections. See CBC Table 602 for fire rating requirements if considered separate buildings. (See Sheet H2-M A02.201) b) Fitness Building F and Module B5 show a Fire Separation Distance of 1 l' 11". See CBC Table 602 For Fire Rating requirements if considered separate buildings. 8) Sheet H2 A00.203: a) Provide an egress code analysis and cross-section detail of the egress stairway inclusion in compliance with CBC 1017.3. (See also Sheet H2-G A05.101) b) CBC Table 1017.2 identifies a maximum Exit Access Travel Distance for R occupancy to be 250- feet. *350-feet is shown on the plans. Explain. i) CBC 1017.2.1 does permit UP TO 100-feet increase when provided with an Exterior Egress Balcony. If this is what is proposed, make it clear on the plan details. *Shall also clearly identify compliance with CBC 1021. c) The Stair Towers associated with Module B2 and Module B7 appear to not be complying with CBC 1027.5. 9) On sheet H2-M A02.201 — Identify the proposed storage locations. CFC 315.4 may be applicable. 10) Include a Wall Legend on H2-GA sheets where applicable that visually identifies the different wall details and includes identification of rated assemblies. 11) Provide a Door and Hardware Schedule. a) Door Type D is detailed as Lock -Off Door. This door is shown in what appears to be a 1-hour fire rated partition assembly. Provide clear description of door and hardware classification where appropriate. 12) Previous communication with the development team and by part of submission of an Alternative Materials & Methods (AM&M) request included commentary and details of (2) Fire Service Access Elevators be provided in the Stair Towers. 1 for East and 1 for West sides of the Pendry Hotel. Plans do not clearly identify the provisions of such. For consistency with the proposal, update plans to show these elevators in compliance with CBC 3007 and other appropriate referenced sections. Page 5 of 28 13) Structural Plan and details shall specifically identify the dead load capacity as including the weight of the water filled fire sprinkler pipe. Identify the psf or other measurement used in factoring this specific load. 14) Electrical Plans do not appear to be complete. Many Guest Room sheets did not identify lighting or wall installations. a) Provide Details of the locations for Egress Lighting and Illuminated Exit Signs to be located on the Exterior Egress Balcony. 15) Electrical Plans — Main Building a) Light Fixture schedule identifies b) Public Restrooms exceeding 300 square feet shall be provided with Emergency Egress Illumination. c) Identify additional Emergency Egress Illumination provisions in compliance with CBC 1008.3. i) Lobby and Restaurant areas appear to have not been provided with any emergency illumination. ii) Electrical Room d) Provide Additional Exit Sign at the door nearest the exterior Loading Roll -up door. e) Provide additional directional Exit Sign at the pass -through area between the Restaurant Dining and the Lobby/Lounge to better identify the location of the required 2nd exit for the Dining area. 16) Kitchen/Restaurant: a) Provide details of the location of CO2 (carbon -dioxide) for beverage dispensers. Identify the proposed quantity in storage and use in Pounds. i) Identify any required compliance with CFC 5307 and what protection is being provided. Include details. 17) Refrigeration System requires a separate submittal for Fire Permitting. Plans and submittals provided shall comply with CFC Section 606 and provide adequate detail. All questions regarding the meaning of these comments should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist 78495 CALLE TAMPICO, LA QUINTA, CA 92253 / 760-777-7000 / INSPECTION HOTLINE: 760-777-7131 Page 6 of 28 V/ EsGil A SAFEbuilt Company DATE: FEB. 07, 2020 ❑ APPLICANT ❑ JURIS. JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0013.e SET: I PROJECT ADDRESS: 52-200 SILVERROCK WAY PROJECT NAME: PENDRY HOTEL ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have significant deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person ❑ REMARKS: There are (2) type A bldgs. & (8) type B bldgs., (4) stair towers; (1) Lobby bldg. & (1) Fitness Center & (1) Paint Box bldg. under this permit. By: ALI SADRE, S.E. EsGil 12/26/2019 Enclosures: Page 7 of 28 PLAN REVIEW CORRECTION LIST MULTI -FAMILY PLAN CHECK #.: BCPR2019-0013.e JOCCUPANCY: R1/A-2/A-3 I TYPE OF CONSTRUCTION: V-B _\IX607/e\AIa9to] Is] :7_\:7aF_WAIM9r� jMi[111 JURISDICTION: CITY OF LA QUINTA USE: HOTEL/LOBBY(DINING)/ FITNESS ACTUAL AREA: VARIERS/ 13,941-13,260 REMARKS: ALLOWABLE AREAS INCLUDE 1.27 X BASIC (FOR YARDS ON TWO SIDES+) DATE PLANS RECEIVED BY JURISDICTION: 12/24 DATE INITIAL PLAN REVIEW COMPLETED: FEB. 07, 2020 FOREWORD (PLEASE READ): DATE PLANS RECEIVED BY ESGIL CORPORATION: 12/26/2019 PLAN REVIEWER: ALI SADRE, S.E. This plan review is limited to the technical requirements contained in the California version of the International Building Code, Uniform Plumbing Code, Uniform Mechanical Code, National Electrical Code and state laws regulating energy conservation, noise attenuation and access for the disabled. This plan review is based on regulations enforced by the Building Department. You may have other corrections based on laws and ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Building Code (Title 24), which adopts the following model codes: 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked -up list when you submit the revised plans. Page 8 of 28 GENERAL Please make all corrections and submit new stamped and signed complete sets of prints, to: The jurisdiction's building department. PLANS 2. Please add info. for all other structures, which are under this permit, on Sheet H2-A00.001. I.e., the paint box/ restroom & pool buildings, etc. Indicate the type of occupancy, # of stories, type of construction, floor area, if there are automatic fire sprinklers, etc., for each structure. 3. Please indicate on Sheet H2 A00.001 that the lazy river and pool are under a separate permit. Otherwise, provide complete architectural/ structural/ plumbing plans and calculations for them. [See scope of work]. 4. Please revise the sheet index to match the content of the plans. I.e., add Sheet H2-M A06-103, etc., on Sheet H2 A00.002. 5. Please specify buildings Al & A2, as opposed to A/A1 as well as B1 through B8, as opposed to B/B1, on Sheet H2 A00.001 to match the site plans. Similarly, on the structural plans, etc. Coordinate how the building are labeled, so they are consistent. 6. The building areas are calculated incorrectly on Sheet H2 A00.001. I.e., Building A is 4,620 per floor x 3 levels = 13,860, as opposed to 4,507, as listed on Sheet H2 A00.001. Similarly, for bldg. B. 7. Please provide a separate line item for the exterior exit balconies/ stairs which shall be a part of the building floor areas. See floor areas definition, Sec. 202. 8. Please show step-by-step how the allowable bldg. areas are calculated and that the actual areas do not exceed the allowable areas for each building. Also, clarify the limit of where each building areas are calculated. For example, if the stair towers & bridges are included, or not. SITE PLAN 9. Any portion of the project shown on the site plan that is not included with the building permit application filed should be clearly identified as "not included" on the site plans. Sec. 107.2. l.e., stairs, pool, river, site lighting, fences, etc., otherwise, provide complete structural plans/ details & ref for them. 116Z97_1%1MLI to] LIIa:Z6]a4AVA 10. When two or more buildings are on the same property, the bldgs. shall have an assumed property line (PL) between them for the purpose of determining the required wall/ opening protection & roof cover requirements. Sec. 705.3 & 503.1.2. Show compliance for all bldgs. Notes on H2 A00.001 is insufficient. Page 9 of 28 11. Please demonstrate compliance with Table 602 for fire -resistance rating requirements for exterior walls. See the next few items as well. 12. Show rated walls & openings for all bldgs., on Sht. H2 A00.006. Stating the criteria on H2 A00.001, 3rd col., from right, is not sufficient. Le., on H2 A00.211, bldgs. A1/ B2; B2/ stair tower & B4/ stair tower; similarly, on H2 A00.221, bldgs. B5/ 136; on H2 A00.231, bldgs. A2/ 137; etc. See exterior stairs items as well. 13. Exterior walls shall have a 30" parapet when they are required to be fire -rated in accordance with Table 602 because of fire separation distance (Sec. 705.11). The uppermost 18" of such parapets shall be noncombustible. 14. Projections shall comply with the following table. Section 705.2. See the following example. The following specific area(s) should be addressed: FIRE SEPARATION DISTANCE (FSD) MINIMUM DISTANCE FROM LINE USED TO DETERMINE FSD 0 feet to less than 2 feet Projections not permitted >2 feet to 3 feet 24 inches >3 feet to < 30 feet 24" + 8" for every foot of FSD beyond 3' (or fraction thereof) 30 feet or greater 20 feet LINE USED TO DETERMINE FIRE SEPARATION DISTANCE Page 10 of 28 15. Combustible projections located less than 5' from PL's shall be 1-hour rated or heavy timber construction. Sec. 705.2.3. Show detail & ref. on plans. 16. Please demonstrate compliance with Table 705.8 for limitations on openings in exterior walls, based on fire separation distance & the rating for openings in exterior walls. Tables 716.5 & 716.6. 17. For buildings on the same lot, opening protectives having a fire -protection rating of not less than %-hour shall be provided in every opening that is within a horizontal fire separation distance of 15' of the wall in which the opening is located. Section 705.8.6. See also Section 705.8.5. 18. Structural elements exposed in walls required to be fire -resistive construction due to location on property must have the same fire -resistive rated protection as the wall, or as required for the structural frame for the type of construction, whichever is greater. Section 704.10. 19. Exterior exit stairways & exterior exit balconies shall be located at least 10' from the following, per Sec. 1021.4 & 1027.5: Show compliance for all on plans: a. Assumed PL's. b. Other portions of the building they're attached to. c. Other buildings on the same lot unless the adjacent building exterior walls and openings are protected in accordance with Section 705 based on fire separation distance. 20. As shown, the buildings are over area for Type V-B Construction. Table 506.2. This applies to modules and that adjacent to the lobby bldg. a. Note: In California, the State Fire Marshal made the following restrictive changes to IBC: i. The provision for allowing fire sprinklers to increase the allowable floor area together with the allowable height is not allowed for Group A and R occupancies, (sprinklers can be used to increase the area or height, but not both). Table 506.2. ii. For Group A and R occupancies, the maximum allowable floor area may be increased for multistory buildings by only two from Sections 506.2.3 and 506.2.4 (instead of 3 as listed in the IBC). 21. When a building has more than one occupancy, the area shall be such that the sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated occupancies" option is chosen from Sec. 508.4.2. FIRE WALLS 22. Fire walls may separate portions of a building and allow each portion to be considered a separate bldg. Sec. 706.1, as follows: See Lobby & adjacent R1: GROUP FIRE -RESISTANCE RATING (hours) LA—,R1 3a a Walls shall be not less than 2-hour fire -rated where separating buildings of Type V const. Page 11 of 28 23. Per Sec. 706.2, a fire wall shall have sufficient structural stability under fire conditions to allow collapse of construction on either side without collapse of the wall or shall be constructed as double fire walls in accordance with NFPA 221. 24. Fire walls shall be continuous from exterior wall to exterior wall and shall extend at least 18" beyond the exterior surface of exterior walls. Sec. 706.5. Exceptions: a. Fire walls shall be permitted to terminate at the interior surface of combustible exterior sheathing or siding provided the exterior wall has a fire rating of at least 1 hour for a horizontal distance of at least 4' on both sides of the fire wall. Openings within such exterior walls shall be protected by assemblies having a fire rating of not less than 3/ hr. b. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing, exterior siding or other noncombustible exterior finishes provided the sheathing, siding, or other exterior noncombustible finish extends a horizontal distance of at least 4' on both sides of the fire wall. c. Fire walls shall be permitted to terminate at the interior surface of noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatic sprinkler system. 25. Where the fire wall intersects exterior walls, the fire -resistance rating of the exterior walls shall comply with one of the following, per Section 706.5.1: a. The exterior walls on both sides of the fire wall shall have a 1-hour fire -resistance rating with 3/4-hour protection where opening protection is required by Section 705.8. The fire - resistance rating of the exterior wall shall extend a minimum of 4 feet on each side of the intersection of the fire wall to exterior wall. Exterior wall intersections at fire walls that form an angle equal to or greater than 180 degrees do not need exterior wall protection. b. Buildings or spaces on both sides of the intersecting fire wall shall assume to have an imaginary lot line at the fire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exterior walls terminating at fire walls that form an angle equal to or greater than 180 degrees. 26. Fire walls shall extend to the outer edge of horizontal projections, i.e., balconies, roof overhangs, etc., that are within 4' of fire walls. Sec. 706.5.2. Exceptions: a. Horizontal projecting elements without concealed spaces, provided the exterior wall behind and below the projecting element has not less than 1-hour fire -resistance -rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by fire assemblies having a fire -protection rating of not less than 3/4 hour. Noncombustible horizontal projecting elements with concealed spaces, provided a minimum 1-hour fire -resistance -rated wall extends through the concealed space. The projecting element shall be separated from the building by a minimum of 1-hour fire -rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire -rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by fire assemblies having a rating of not less than 3/4 hr. c. For combustible horizontal projecting elements with concealed spaces, the fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1-hour fire -resistance -rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by fire assemblies having a fire -protection rating of not less than 3/ hour. Page 12 of 28 27. Fire walls must extend in a continuous straight vertical plane from the foundation to a point 30" above both adjacent roofs. Sec. 706.6. Exceptions: a. Two-hour fire walls may terminate at the underside of the roof sheathing, provided: i. The lower roof assembly within 4' of the wall has not less than a 1-hour fire - resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire -resistance rating of not less than 1 hour. ii. Openings in the roof shall not be located within 4 feet of the fire wall. iii. The entire building is provided with not less than a Class B roof covering. b. Fire walls shall be permitted to terminate at the underside of noncombustible roof sheathing, deck or slabs, provided: i. Openings in the roof are not located within 4 feet of the fire wall, and ii. The entire building is provided with not less than a Class B roof covering. c. In buildings of Type V construction, walls shall be permitted to terminate at the underside of combustible roof sheathing or decks, provided: i. There are no openings in the roof within 4' of the fire wall, ii. The roof is covered with a minimum Class B roof covering, and iii. The roof sheathing or deck is constructed of fire -retardant -treated wood for a distance of 4' on both sides of the wall or the roof is protected with 5/8" Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by a minimum of 2" nominal ledgers attached to the sides of the roof framing members for a minimum distance of 4' on both sides of the fire wall. 28. Where the roof on either side of a fire wall slopes toward the fire wall at a slope greater than 2:12, the fire wall shall extend to a height equal to the height of the roof located 4' from the fire wall plus 30 inches. Section 706.6.2: a. There is no exception to this requirement (i.e., the exceptions found in Section 706.6 do not apply here). 29. Fire walls which separate portions of buildings having different roof levels may terminate 30" above the lower roof level, provided the exterior wall for a height of 15' above the lower roof is not less than 1-hour fire -rated construction from both sides with openings protected by 3/4-hour assemblies. Sec. 706.6.1. Exception: a. Where the fire wall terminates at the underside of the roof sheathing, deck or slab of the lower roof, provided: i. The lower roof assembly within 10' of the wall has not less than a 1-hour fire - resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire -resistance rating of not less than 1 hour. ii. Openings in the lower roof shall not be located within 10' of the fire wall. 30. Please indicate the basis of approval for the fire -resistive construction elements of the fire wall, parapet, and roof assembly if used in lieu of parapet, i.e., Item Number in Table 721.1, U.L. Directory, etc. (Note: Trusses require two layers of 5/8 inch Type 'X' drywall, per Item 21-1.1 in Table 721.1(3).) 31. Provide a note on the plans stating: "Penetrations of fire walls shall be protected with through -penetration fire stops and membrane -penetration fire stops in accordance with IBC Section 714." Page 13 of 28 SOUND TRANSMISSION 32. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 (and I IC of 50 for floors). Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies and indicate the listing agency and listing # for the tested ratings. 33. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. 34. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". 35. If the project is located in noise critical areas (CNEL contours of 60 dB) as shown on the City's General Plan, then an acoustical analysis showing that the proposed building has been designed to limit noise in habitable rooms to CNEL of 45-dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation in accordance with the mechanical code. Provide design. FIRE -RESISTIVE CONSTRUCTION 36. Please ref. all the fire -rated details, as per H2 A09 series, on floorplans. Le., roof/ ceiling, floor/ceiling, walls, column/ beam assemblies, etc. Be sure to list with each detail the basis of approval (U.L. listing #, ICC research report, etc.). 37. Detail and reference I.C.C. number or other approval for horizontal fire assembly using trusses. Item 21-1.1 in Table 721.1(3) requires 2 layers of 5/8" Type X gypsum wallboard at the bottom chords of trusses. Section 703. 38. Detail how fire -resistive wall construction will be maintained at built-in wall fixtures and behind mailboxes, fire extinguisher cabinets, electric panels exceeding 16 square inches in area, etc. Section 714.3.2. 39. Detail on the plans how fire -resistive wall and ceiling protection will be maintained at all duct penetrations, such as at fans and vents. Section 717. 40. Fire dampers shall be installed per Section 717.5 at all duct and air transfer openings of: a. Ceilings of fire -resistive floor -ceiling assemblies or roof -ceiling assemblies. b. Fire walls. c. Fire barriers (see exception for walls). d. Fire partitions at fire -rated corridors. See exceptions. e. Shaft enclosures (smoke dampers are also required). See exceptions. Page 14 of 28 41. Smoke dampers shall be installed at all duct & air transfer openings: Sec. 717.5: a. Shaft enclosures (fire dampers are also required). b. Smoke barriers. c. In California, Section 717.5.2 was modified for Group A and R occupancies to state that duct openings in fire barriers shall also be provided with smoke dampers. 42. If smoke dampers are required, the plans shall show the locations of the smoke detectors listed in the options of Section 717.3.3.2 of the CBC. 43. Provide a note on the plans stating: "Penetrations of fire -resistive walls, floor -- ceilings and roof -ceilings shall be protected as required in CBC Section 714." 44. Clearly identify location and hourly fire -resistive rating of vertical shafts on the plans. Provide construction details showing location of fire dampers and how fire resistivity will be maintained at floors and roofs. Section 712. 45. An elevator machinery room is required to be separated from the remainder of the building by fire barriers (707) and horizontal assemblies (711) that are not less than the required rating of the hoistway. If there are none, specify N/A and skip to the next item. Section 3005. 46. Where columns require a fire -resistance rating, the entire column, including its connections to beams or girders, shall be protected. Where the column extends through a ceiling, fire resistance of the column shall be continuous from the top of the floor through the ceiling space to the top of the column. Section 704.2. 47. Members of the structural frame (other than columns) supporting more than one floor and roof (or more than 2 floors, or supporting a load -bearing wall, or a nonload-bearing wall more than 2 stories high) must be individually encasement fire protected. (Sec. 704.3). Detail the required protection on the plans. 48. Detail all furred ceilings as required in Section 803.13.2.1. Show fire -retardant treated wood where necessary. 49. One -hour rated horizontal assemblies may have their drywall interrupted by double wood top plates, provided the wall is sheathed with Type X wallboard. Section 714.4.2. FIRE BARRIERS 50. A one -hour fire barrier is required between the R1 and the others. Table 508.4. Similarly, for A-2 & B/S1. Note on plans if non -separated uses are utilized. 51. A fire barrier is not required for an accessory use not occupying more than 10% of the area of any floor of a building, nor more than the tabular values for either height/ area for such use (without height/area increases). Sec. 508.2.1 & 508.2.3. 52. Doors and fire shutters in fire barriers shall comply with Table 716.5. FIRE BARRIER RATING hours MIN. OPENING PROTECTION ASSEMBLY hours 1 3�4 Page 15 of 28 53. Structural members supporting a horizontal fire barrier must have the same fire -resistive rating as the separation. Section 707.5.1. 54. Ducts penetrating fire barriers at occupancy separations must have fire dampers. Section 717.5.2. a. In California, Section 717.5.2 was modified for Group A and R occupancies, to require smoke dampers in addition to fire dampers. EGRESS BALCONIES 55. Exterior egress balconies shall be separated from the interior of the building by walls and opening protectives as required for corridors. Sec. 1021.2. Exception: Separation is not required where the exterior egress balcony is served by at least two stairs and a dead-end travel condition does not require travel past an unprotected opening to reach a stair. Please show 45 min. rated openings for those past the stairs. ELEVATORS 56. In buildings having an elevator in California, at least one gurney -sized elevator shall be provided. The elevator car shall be of such a size and arrangement to accommodate a 24-inch by 84-inch ambulance gurney or stretcher in the horizontal, open position. Section 3002.4a. EXIT SIGNS 57. Exit signs are required whenever two exits are required. Show all required exit sign locations. Section 1013.1. 58. A tactile sign stating "EXIT" and complying with ICC A117.1 shall be provided adjacent to each door to an exit stairway, an exit passageway and the exit discharge. Section 1013.4. 59. Show that the means of egress path will be lighted with at least one foot candle at floor level. Section 1008. 60. Show separate sources of power may be required for exit illumination. Review Section 1008.3. STAIRWAYS 61. Stair risers shall be solid. Section 1011.5.5.3. 62. Handrails (Sections 1014 and 1011.11): Show handrail details for common stairs and private stairs including their termination details: a. Handrails are required on each side of stairways (stairways within dwelling units only require handrails on one side). b. Changes in room elevation of 3 or fewer risers within dwelling units of R-2 occupancies do not require any handrails. c. Handrails and extensions shall be 34" to 38" above nosing of treads and be continuous. Additionally, the open sides of stairs shall be provided with 42" high guards, Sec. 1015.2. Page 16 of 28 d. The handgrip portion of all handrails shall be not less than 1-'/4" nor more than 2" in cross sectional dimension. If the handrail is not circular, it shall have a perimeter dimension of min. 4" & not greater than 6'/" with a max cross-section dimension of 2'/4". Sec. 1014.3.1. e. Handrail projecting from wall shall have min. 1'/z" between the wall & HR. Sec. 1014.7. f. Handrails shall be continuous, without interruption by newel posts or other obstructions. g. Handrails shall extend 12" beyond the top riser and continue to slope for the depth of one tread beyond the bottom riser + 12" (for common stairs). Sec. 1014.6. Fig. 11 B-505.10.3. h. Ends of handrails shall be returned to a wall, guard or the walking surface. 63. The plans should clearly label the stairs as being either "interior exit access stairways" (Sec. 1019), or "interior exit stairways" (Sec. 1023), or exterior exit stairs (Sec. 1027). 64. Interior Exit Stairways should be enclosed as specified in Section 1023.2: a. One hour rated interior exit stairs (if any) will be required for this project. b. Where nonrated walls or unprotected openings occur at the exterior wall of an exit enclosure, and those walls or openings are exposed by other parts of the building (at an angle of less than 180 degrees), the building exterior walls within 10' horizontally of the stair shall be of 1-hour fire -rated construction (with 3/4-hour fire -rated openings). This construction shall extend vertically from the ground to a point 10' above the topmost landing of the stairway or to the roof line, whichever is lower. Section 1023.7. c. Openings in exit enclosures, other than unexposed exterior openings, shall be limited to those necessary for exit access to the exit enclosure from normally occupied spaces and for egress from the exit enclosure. Elevators shall not open into an exit enclosure, nor its extension. Section 1023.4. d. Doors should be labeled 1-hour fire assemblies for 1-hour stair enclosures. Section 716. e. Penetrations into or through an exit enclosure are prohibited, except for equipment and ducts necessary for independent pressurization, sprinkler piping, standpipes and electrical conduit serving the enclosure. Section 1023.5. f. Exit enclosures should include an exit passageway on the ground floor extending to the exterior. Sec. 1023.3.1. Only exit doors are permitted to open into the exit passageway. Sec. 1024.5. Additionally, a fire -rated door is required between the exit enclosure and the exit passageway (having a 1-hour fire -rating), unless there are no openings into the exit passageway extension. Section 1023.3.1 g. Walls and soffits within enclosed usable spaces under enclosed stairways shall be protected by 1-hour fire -rated construction, or the fire -rating of the stairway enclosure, whichever is greater. Access to the enclosed usable space shall not be directly from within the stair enclosure. Section 1011.7.3. 65. Exterior exit stairways shall be open on at least one side. An open side shall have a minimum of 35 square feet of aggregate open area adjacent to each floor level and the level of each intermediate landing. Sec. 1027.3. 66. Exterior exit stairs shall be separated from the interior of the building, for buildings > 2 stories (other than R-1/R-2). Openings shall be limited to those necessary for egress from normally occupied spaces. Sec. 1027.6. Page 17 of 28 NO PROTECTI REQUIRED 3/4- HR. OPE PROTECTIVI 10'-0" 10'-0" EXTERIOR WALL AREA INSIDE DASHED LINE REQUIRED 2-HR. PROTECTION OPENINGS LIMITED BY SECTIONS 1022.4 & 1022.5 (E.G., NO WINDOWS ITTED IN CROSS -HATCHED AREA) i. N N 101-0" SEC.1022.1 SECTION SECTION 1022.6 1022.6 ELEVATION 2-HOUR FIRE -RESISTANCE - RATED FIRE BARRIER (SECTIONS 1022.2 & 1022,7) 1014 i INTERIOR —'/4- HR. OPENING PROTECTIVE L�!!J < 180° NONFI RE -RESISTANCE -RATED WALLS OR GUARDS - EXTERIOR WITH OPENINGS (SECTION 1026.3) FIRE -RESISTANCE -RATED WA AND OPENING PROTECTIVES PLAN Page 18 of 28 ROOFS 5. Specify on plans the following information for the roof materials, per Sec. 1506.3: a) Manufacturer's name and Product name/number. b) ICC approval number, or equal. 6. Show the required attic/enclosed rafter ventilation on the plans. Show "area required" and "area provided." The net free ventilating area shall not be less that 1/150th of the area of the space ventilated. Section 1203.2. 7. Specify minimum '/4"/ft. deck slope for drainage. Section 1507.10.1. FIRE EXTINGUISHING 8. Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. MISCELLANEOUS 9. On Sht. 1 A00.504, clarify Type 11113 Construction noted, versus V-B elsewhere. 10. Where is the door schedule for all the unit doors, i.e., 305A, B, C, D, etc., on sheet H2-G A06.126, etc.? 11. Please show one -hour rating for the trash chutes and laundry chutes with one - hour rated termination rooms, a section through each chute, 3/4 hour doors and 1- hr. rated access room with 45 min. rated door. Sec. 713.13. Sht. H2-T A02.201. 12. If utilizes, show how all the pedestrian walkways comply with Section 3104 for all levels between the adjoining buildings. 13. Guards (Section 1015): a) Shall have a height of 42". This includes the open side of a stair. b) Shall be detailed showing adequacy of connections to resist the horizontal force prescribed in Section 1607.8.1. Please show connection details & ref. on plans to cover all conditions interior & exterior. c) Openings between railings shall be less than 4". DISABLED ACCESS 14. Please revise the restroom floor plans on Sht. H2-F A02.201, to show 34" doors width into the HC stalls as well as 92" min. clear distance between the front edge of the W/C & the opposite wall. Sec. 11 B-604.8.1.1 & 2. [currently, it measures 48" to the door opening, as opposed to 56" required]. Fig. 11 B-604.8.1.1.2(b). 15. Please dimension the 18" strike edge distance on plans for the accessible units. I.e., See Sheet H2-GA1 A02.201, etc. Fig. 11 B-404.2.4.1(a). 16. Show an accessible route between all buildings on site plans. Sec. 11 B-206.2.2. Page 19 of 28 17. Hotels shall comply with the following provisions per Sec. 11 B-224.1 & 11 B-806: Specify where each item is addressed on plans: a) Accessible sleeping rooms shall provide 36" clear width maneuvering space along both sides of a bed, or between two beds. b) Bathrooms in all remaining units shall comply with the following: a. All bathroom fixtures shall be in a location that allows a person using a wheelchair measuring 30" by 48" to touch the wheelchair to any lavatory, urinal, water closet, tub, shower stall and any other similar sanitary installation if provided. Sec. 11 B-603.6. b. All bathroom entrance doors shall have a clear opening width of 32" and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Sections 11 B-224.1.2 and 11 B-404.2.3. STRUCTURAL 18. Note on plans that surface water will drain away from building. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1804.4. 19. Note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that: a. The building pad was prepared in accordance with the soils report, b. The utility trenches have been properly backfilled and compacted, and c. The foundation excavations comply with the intent of the soils report." 20. Provide a letter from the soils engineer confirming that the foundation/ grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the plans. 21. Where is detail 3, as noted on 5/1-12 S00.201? 22. Where are details 17 & 19/S08.221, as called out on 1/1-12-B S02.211? 23. Where are details 1, 2, 3 & 8/S08.214, as called out on 2/1-12-T S02.202? 24. Please show how connecting structures starting on SheetH2-K S02.203 accommodate the displacements between the adjacent buildings at each end and provide lateral support for them. ASCE 7-10, Sec. 13.3.2.2. 25. On Sheet H2-M S02.201, please specify the designation of all the pads, so their reinforcements can be ascertained, including the 12' sq pad. Also, call out all the SW's. note the CMU wall footing information. 26. Please provide typical connection details & ref. throughout to cover all conditions on the foundation & roof framing plans for the lobby, paint box, pool restroom & pool equipment buildings. Sheets 1-12-M S02.202 through 1-12-W S02.301. 27. Please specify where all the details on the H2 S08 200 series of plans are referenced on plans. Page 20 of 28 28. Collector Design Forces Collector elements, splices and their connections to resisting elements should be designed to resist the prescribed forces. They must also have the design strength to resist the special load combinations of ASCE 7-10, Sec. 12.4.3 (Sec. 12.10.2.1). Provide a legend on framing plans to delineate the drag connections for the non -light framing portion of this project & ref them to the connection schedule using HBS. 29. Requirements in Seismic Desiqn Category D. The structures assigned to SDC D should satisfy the followings, in addition to the requirements for SDC C: (ASCE 7-10, Sec. 12.3): Please show how all irregularities, as applicable to this project are addressed on plans & calc's: Le., where the SW's don't line with the ones below. This means the beams below the SW's, shall be designed for 1.25 x the prescribed loads & columns supporting such beams shall be designed for the special load combinations, as per next item: a. Prohibited Horizontal and Vertical Irregularities for Seismic Design Categories D through F. Structures assigned to Seismic Design Category E or F having horizontal irregularity Type 1 b of Table 12.3-1 or vertical irregularities Type 1 b, 5a, or 5b of Table 12.3-2 shall not be permitted. Structures assigned to Seismic Design Category D having vertical irregularity Type 5b of Table 12.3-2 shall not be permitted, except when subject to the limitations of Section 12.3.3.2. b. Plan or Vertical Irregularities. For structures having a plan structural irregularity of Type 1 a, 1 b, 2, 3, or 4 of ASCE 7-10, Table 12.3-1 (as shown in Figure 10.7) or vertical irregularity Type 4 of Table 12.3-2, the design forces determined from Section 12.8.1 need to be increased 25 percent for the following connections: 1) diaphragms to vertical elements, 2) diaphragms to collectors & 3) collectors to vertical elements. (Sec. 12.3.3.4). Open ng Re-entrant corner a. Torsional irregularity b. Re-entrant corners Discontinuity in vertical elements of lateral -force -resisting system d. Out -of -plane offsets Figure 10.7 Examples of Plan Irregularities 1 - 4 c. Diaphragm d Page 21 of 28 30. Seismic Load Effect' Please see the previous item: a. Seismic load effect, E. The seismic load effect, E, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.2: E =pQE + 0.2SDsD b. Maximum seismic load effect, Em. The maximum seismic load effect, E,,,, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.3 to be used in the special seismic load combinations of Section 12.4.3.2 E. = DoQE + 0.2SDsD 31. Note on plans that the framing members exposed to weather will be pressure treated with hot -dipped zinc -coated galvanized hardware. Sec. 2304.12.2.3 & 2304.10.5.1. 32. A comprehensive structural review will be done at back -check, once updated plans and calculations are submitted for review & approval. ADDITIONAL 33. Please see attached for P/M/E items. 34. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 35. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes ❑ No ❑ 36. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact ALI SADRE, S.E. at EsGil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Scott Humphrey ARCHITECTURAL PME ITEMS The licensed designer must sign the approved set of the plans. At final submittal please remove "not for construction." 2. The final set of corrected drawings to be reviewed for signing and sealing just before the permits are to be issued. Each sheet of the plans must be signed by the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions Code. Page 22 of 28 3. Horizontal fire -resistive assemblies separating dwelling units or sleeping units (CBC 420.3) must have the duct and air transfer openings protected as required by CBC 711.2.4.3, 713.10, 717.6 (Dampers/shafts). This is referring to the third -floor rated ceiling where the exhaust fan penetrates this assembly. 4. The doors serving electrical rooms containing equipment rated 800 amperes or more shall be out swinging and equipped with panic hardware. CBC 1010.1.10 5. Detail the location of the required roof access ladder and hatch to provide the required access to new roof mounted mechanical equipment, as per CMC, Section 304.3 6. Electric Vehicle Charging (California Green Building Standards): If the newly constructed building includes a parking design of 10 or more spaces compliance with Table 5.106.5.3.3 is necessary for EV future charging capability. Provide the following design requirements found in section 5.106.5.3: Number of future EV spaces required, installed raceway design, electrical capability (amperes and location) and signage. a. Be sure to also comply with Title 24 disabled access requirements for the EV stalls. Section 11 B-228.3. 7. If electrical vehicle charging equipment is installed: Provide a complete electrical design, including equipment specifications, a site plan, and an electrical branch circuit design, including load calculations. Include the compliance design for the accessibility requirements found in CBC 11 B-228.3 and CBC 11 B-812.5. If this was part of a previous and/or future design then please state this on the plans. PLUMBING (2016 CALIFORNIA PLUMBING CODE) 8. Provide calculations to show compliance with CPC Table 422.1 "Minimum Plumbing Facilities" and occupant load CPC Chapter 4 Table "A". Please include the occupancy classification and the number of occupants. 9. In areas of residential accommodation piping material types ABS and PVC are limited to buildings of two stories or less. CPC 701.2(a). California only. 10. Please provide "Profile Drawings" for the Private On -Site Building Sewer System and the Private On -Site Water System. 11. Identify the extent of the private sewer, water, and gas systems on the plumbing site plan. Clearly specify, on the plans, which City Department is responsible for the permitting, plan check, and inspections for the private utility systems. If the City Building Department is the agency responsible for permitting the site plumbing systems and the site plumbing is included under the scope of this building permit, then provide complete civil site utility plans for CPC Chapter 7 Part 2 plan review. 12. Please show on the on -site private building sewer plans the maximum DFU values for each pipe length, to shown agreement with maximum DFU values in the CPC, Table 703.2 and 717.1. Page 23 of 28 13. A complete review of the Private Building Sewer Systems will be done when the complete plans and calculations for the Private Building Sewer Systems are provided. 14. Please provide complete on -site plumbing construction drawings for the private site water system, and private site building sewer system, private gas lines and storm water systems; showing the sizes and locations of the public & private gas meters and public & private water meters; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. Please provide private building sewer and storm water profile drawings. 15. Provide complete isometric drain, waste and vent plans. 16. Please show compliance with CPC, Section 707.4: "A cleanout shall be installed above the fixture connection fitting, serving each urinal, regardless of the location of the urinal in the building." 17. Detail how the floor drain trap seal is to be maintained. Some locations are not shown. CPC 1007.0 18. Provide complete water line sizing calculations: Include the water pressure, pressure loss calculations, water demands, and the developed pipe lengths. CPC 610.0 or Appendix W. 19. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories (limited to 110 degrees) and (bathtubs, bidets, and showers (120 degrees)). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 407.3, 408.3, 409.4, 410.3, and Energy Standards 110(C) 3. 20. Describe the method of compliance for temperature limitations for the public use lavatories (limited to 110 degrees). Note: The water heater thermostat may not be used for compliance with this Code section. CPC 407.3. Energy Standards 110(C)3. 21. All water supply systems that have quick closing valves installed therein (washing machines, flush valve fixtures, etc.) shall have devices installed as close to the fixtures as possible to control the effects of water hammer. Please detail. CPC 609.10 HCD Residential -Not in California. 22. Provide gas line plans and calculations showing gas demands, pipe lengths, and pipe sizing. CPC 1216.0 23. Please provide the grease interceptor sizing calculations. CPC 1014.0 MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 24. Provide smoke detection in the supply air duct of an "air -moving system" for required shut-off of equipment for smoke control. CIVIC Section 608.1 Page 24 of 28 An "air -moving system" is a system designed to provide heating, cooling, or ventilation in which one or more air -handling units are used to supply air to a common space or to draw air from a common plenum or space. • 1 see the general note in the equipment schedule, however, please indicate on the plans the location at the unit. 25. Electrical outlets are required to be installed within 25' of mechanical equipment. Please include outlet locations, the receptacle specifications (GFCI & weather - resistant), and the extra duty cover specification. CIVIC 303.8.5 & CEC 210.63 26. Review with the architect the locations that require (fire/ceiling radiation/or fire/smoke) dampers and/or shaft protection and identify installations on the mechanical plans themselves. The concern is the exhaust fans in the individual units. 27. Provide plans, details, and calculations to show compliance with CIVIC Chapter 11 for a "Refrigeration Machinery Room": • Clearly show the refrigerant classification, the amounts of each system refrigerant used, and the Al system horsepower rating. • Provide exits as required per CBC 1006.2.2.2. & CIVIC 1106.3. • "Equipment, piping, ducts, vents or similar devices that are not essential for the refrigeration process, maintenance of equipment or for the illumination, ventilation or fire protection of the room shall not be placed in or pass through a refrigeration machinery room." CIVIC 1108.1 • Provide the calculations demonstrating compliance with the exhaust requirements found in CIVIC 1107.0 • Show the ventilation discharge clearances as per CIVIC 1107.7 • Show the required emergency controls for the refrigeration machinery room ventilation and equipment. CIVIC 1107.6 & 1108.3 ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 28. City of La Quinta policy Aluminum conductors shall only be permitted to feed main electrical panels or sub -panels. Such aluminum conductors shall not be smaller than 1/0 AWG. 29. H2E08.10 SLD is depicting aluminum conductors to the underground grounding electrodes. AL shall maintain 18-inch clearance to earth. Please explain how this clearance will be maintained. 30. H2E08.101 — at DB-LPB the feeders to LPB1 & LP132 are undersized for 225 amps. 31. H2E08.101 — for all transformers that have primary only overcurrent protection provide justification per CEC Table 450.3(B). please show your math. Page 25 of 28 32. H2E08.101 —feeder from MSB H2 to MDS-PB (Paint box) is undersized. 33. For all transformers utilizing the tap rule (240.21(C)(2) provide ampacity calculations and show compliance with all four parts. Show your work to include primary to secondary voltage ratio to determine secondary conductor ampacity. 34. H2E08.101 —feeder from DBLD to PNL MD1 is undersized. 35. H2E08.102 — feeder from MDB-A to DBHA are undersized for 600 amps. 36. H2E08.102 — feeder from DBHA (via XFMR T-DBLA) may have a type 4000kcmil M 37. H2E08.102 — feeder from DBHA to PNL L1A is not identified. 38. H2E08.102 — feeder from DBLB to PNL MB1 is undersized for 225 amps. 39. H2E08.102 — feeder from DBLC to PNL-MC1 is undersized for 225 amps. 40. H2E08.103 — feeder from MDP-S to XFMR T-EVPB 30kVA (480-208/120v) the overcurrent device is oversized — see Table 450.3(B). a. 30kVA @ 480 = 36.1 amps x 125% = 45.125 / next standard size breaker is 50. Currently protected by 125-amp breaker. 41. H2E08.104 keynote #8 is missing. 42. H2E08.104 feeder from DB-SB-H2 to SBSH1 is undersized for 250 amps 43. H2E08.104 - 15 kVA transformer primary (only) overcurrent protection is oversized — please review all locations and reference Table 450.3(B) CEC a. Example 15kVA = 18.1 amps - times 125% = 22.62 next standard size breaker is 25 44. H2E09.103 PLN schedule SBLA is not legible. 45. Out swinging door(s) equipped with panic hardware are required for access doors for rooms containing electrical equipment rated 800 amperes or more. Revise the architectural design and door schedule. CEC110.26(C)(3). 46. Access doors are required to be located at each end of large services (1,200 amperes or more and over 6' wide). Please review the design and provide double the CEC 110.26(A)(1) clearance distance or add an additional door. See CEC 110.26 for additional design options. 47. Item 28 & 29 are regarding some of the equipment on the single line drawing are not shown on the plans. I could not locate MSB-H2 to ensure two doors that swing outward. 48. ATS(s) and generator locations not shown and were not reviewed. Page 26 of 28 49. Emergency illumination is required to be installed in electrical equipment rooms. Please verify. CBC 1008.3.3 CEC 700.16 50. Fire resistant construction describe and detail on the plans the following: a. All fire-resistant rated assemblies b. All penetration firestop systems c. All membrane penetrations i. For a, b, c above please include the following: 1. Installation instructions 2. UL listings/file number(s) 3. Manufactures name of the product proposed for the installation 51. CEC 422.51 If installing vending machines, they shall be provided with GFCI protection. The GFCI device shall be readily accessible. 52. CEC 422.52 If installing drinking fountains, they shall be provided with GFCI protection. The GFCI device shall be readily accessible. 53. Identify on the plans the location of all receptacles in compliance with 406.9 for weather -resistant type and appropriate covers for damp or wet locations. 54. Identify all locations requiring Tamper -Resistant Receptacles (TRR) and provide all locations on the plans, 406.12 a. In all dwelling units as specified in 210.52 (15 and 20 ampere receptacles). b. In guest rooms and guest suits of hotels and motels. c. Childcare facilities d. Any location(s) that meet the Article 100 definition of a "Dwelling Unit" requires TRR 55. Lighting fixture schedule is incomplete and does not list all the luminaries such as emergency lighting. 56. Fitness center emergency egress plan is blank, H2.FE05.101. Please include E lighting egress photometric plans for all lighting locations, restaurant, lounge, paint box, etc. 57. Sheet H2E06.103 shows a receptacle outlet in the bathtub location and violates CEC 406.9(C). Page 27 of 28 ENERGY (2016 CALIFORNIA BUILDING ENERGY STANDARDS) • The following comments have referenced sections in the Energy Standards. If a section reference begins: 110; 120; or 130, it is mandatory. Section 140 refers to Prescriptive Method of Compliance. 58. For plans submitted for plan check on or after 1/02/17, provide an energy design detailing compliance with the Mandatory Measures and either the Performance or Prescriptive Methods of compliance. The Prescriptive design and the latest Performance software programs are available at- www.energy.ca.gov/title24/2016standards 59. A complete energy design was not provided for review. Please ensure all sheets are signed by the responsible party. Mechanical energy run was provided but not signed. 60. A complete energy plan check will be performed after completed and/or the corrected energy design has been provided. 61. On the plans clearly show the building envelope design as applicable: insulation design, fenestration specifications, door insulation specifications, radiant barrier, and the roof covering specifications. 62. Hot water piping is required to be insulated as follows: 1" pipe size or less: 1" thick insulation, larger pipe sizes require 1 '/2" thick insulation. See Table 120.3-A. 63. Instantaneous water heaters (rating greater than 2 kW) shall have isolation valves and hose bibs installed on both the cold -water supply and hot water output piping. ES 110.3 Solar Ready: 64. (Multifamily and non-residential buildings of three stories or less) and (hotel/motels and high rise residential of ten stories or less) are required to be "Solar Ready" and meet the following design criteria: 65. Designate a "Solar Zone" (describe the area and location/See CRC R331 or CBC 3111) and the inverter, metering equipment, and the pathway locations between the solar zone and equipment. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Scott Humphrey at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Page 28 of 28 Tihf 4 44" DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: JUNE 1, 2020 STATUS: SECOND REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 79-179 AHMANSON LN DESCRIPTION: PENDRY HOTEL APPLICANT: GENSLER / VEIT PLAN CHECK #: BCPR2019-0013 This submittal has been checked for compliance with the 2016 California Building, 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: 2ND REVIEW CORRECTION LIST BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: -REVISED PLAN SET (COMPLETE) -REVISED DOCUMENTS (AS NECESSARY) -RESPONSE LIST TO CORRECTION LISTS -MISCELLANEOUS ITEMS 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. Non -Residential Plan Check Correction List (os) Page 1 of 10 Tait 44a" SECTION A —GENERAL 1) 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. 2) Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at (760) 777-7047 with questions regarding the following comment(s): a) Prior To Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan ii) Pad Elevation Certs iii) Compaction Report 3) Provide Riverside County Fire Department approval of this Project. Please contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions regarding the following: a) See separate review list attached below. SECTION B — ARCHITECTURAL / MEP / STRUCTURAL 1) The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached. SECTION C — 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) Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. CORRECTION LIST CONTINUED BY EsGil COMPANY Residential Plan Check Correction List Page 2 of 10 CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT QaL&a SHAWN C. NEWMAN — I E CHIEI OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org May 19, 2020 Gensler San Diego 225 Broadway #100 San Diego, CA 92024 Re: Master Building Permit — 2nd Fire Plan Review — SILVERROCK — PENDRY HOTEL (GUEST ROOMS, MAIN BUILDING, PAINT BOX, FITNESS CENTER, STAIR TOWERS, POOL EQUIPMENT ROOM, POOL RESTROOMS) BCPR2019-00013 / 52200 SILVERROCK WAY, 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. Delays in the review timeline were in part due to submitted Alternative Methods and Materials submittal for buildings under the scope of this submittal and are still in process. Bold Text reflects new and/or clarified items. The following comments are required to be addressed: 1) Sheet H2 A00.001 Items: a) Building Code Data — Pendry Hotel Guest Rooms i) "Fire Protection" identifies NFPA 13R fire sprinkler system. CBC Table 504.4 requires minimum NFPA 13 (Commercial) for 3-stories proposed Type VB. ii) "Stories" states "3-Story — Allowable 3 story, with area increase". Correct to "Allowable 2 story, with area increase (CBC 2016, Table 504)". iii) CBC Chapter 5 does not permit the coupling of both allowable height(/story) and area increases. You only get one. As type VB construction proposed, either the allowable area or the allowable stories is exceeded. *Changing the construction type to VA with area increase would accommodate the 3 stories and current proposed area calculations. iv) At the bottom of this section it states "ALLOWABLE 28,000 GSF WITHOUT INCREASE CBC 2016 506.2 AND 506.3". Provide breakdown of CBC Equation 5-2 and 5-5 to support allowable GSF of building(s). *5-5 should be provided for each building b) Building Code Data — Pendry Main Lobby, Restaurant i) "Stories" — States "Allowable 3 story, with area increase." A-2 occupancy is most restrictive and advises 1 story area increase. Not addressed. ii) "Areas" section requires correction of "ALLOWABLE 28,000 GSF WITHOUT INCREASE" as A-2 is most restrictive per Table 506.2 = S1— 24,000 GSF without height increase. c) Building Code Data — Paint Box / Pool Equipment Building / Pool Restroom Buildings Page 3 of 10 i) All of these structures are to be provided with a NFPA 13 fire sprinkler system as mitigation for extended hose -lay distances from nearest Fire Access. Correct the reference of NFPA 13R to NFPA 13. d) Update Fire Dept. Submittals & Permits and Deferred Submittals to include: Not Addressed i) Private Fire Main ii) Hood Suppression System iii) Hazardous Materials Storage/Use iv) Refrigeration System 2) Sheet S1 A00.504: a) In reviewing Sheet S 1 A00.504 in comparison to the provided siteplans and architectural details, the fire access path detailed running through the "Exterior Loading/Storage" area of the Main Building and between Module B4 is actually not accessible. Not Addressed. b) Fire Chief Robert Fish has advised that operationally they will require a standpipe/hose-valve on both side of the Pendry Main Lobby/Restaurant building where indicated on this sheet. Preferred to have wall mounted or cabinet assembly. 2 locations are identified (one of this is replacing the location of the "Free-standing Wet Standpipe". (See 112-M A02.203, 204 and A06.114 for identified preferred locations near point of building accesses.) c) Property line near Shared Services building is shown but not identified. 3) Sheet 142-M A10.301: a) Door 112F and 142A are part of a fire rated assembly but do not show a "Fire Rating". 4) Sheet 112-F A02.201— The fire riser location in a small wall pocket is not meeting the minimum standards established by RVC Technical Policy 14-001 requiring a minimum 18-inches of clearance around the sides of the fire riser assembly. 5) Sheet 142-W A02.202 — Due to extended Fire Access distance to this structure, a wall -mounted FDC (as shown) shall not be used. A remotely located PIV/FDC assembly located near the fire access will be required. 6) Structural Plan and details shall specifically identify the dead load capacity as including the weight of the water filled fire sprinkler pipe. Identify the psf or other measurement used in factoring this specific load. a) This submittal identified a minimal factor of only 1.5 psf for water -filled fire sprinkler pipe both for "Common Buildings" and "Guestroom & Tower Buildings". This seems very low in consideration. i) Provide supporting evidence that the 1.5 psf is sufficient for the type of fire sprinkler sytems to be installed due to allowable height/area increases (NFPA 13)(Light vs. Ordinary depending on structures proposed). (1) Type of piping likely to be used (CPVC vs. Steel) (2) Nominal Dimensions of all piping to be used. (3) Weight of each pipe size and type for 1-foot water -filled. (4) Span between structural elements supporting pipe as a factor. ii) Identify/clarify for me whether this is for spread or point loading, as many of these buildings will be served by modest overhead fire sprinkler main sizes. Perhaps detailed/designated overhead main routing areas should be considered, whereas the rest of the area can be identified for a conservative spread loading of all branchline uses. iii) Identify whether the top or bottom chord (or both) may be used in strapping/securing/hanging the fire sprinkler piping. Page 4 of 10 iv) Pendry Main Lobby/Restaurant is being conditioned to provide (2) wall -mounted hose -valve connections, similar to a Class I standpipe, and likely to be served by the overhead fire sprinkler system with minimum design flow requirements. This will likely require a sizeable overhead main to supply these points. These impacts should be investigated now. 7) Provide Details of the locations for Egress Lighting and Illuminated Exit Signs to be located on the Exterior Egress Balcony and routing to the public way. Not duplicated in the Electrical Plans from the updated Architectural (See H2 A00.212, 213, 221, 231, 232, 233) 8) Electrical Plans — a) Sheet H2 E08.104 — Keynote 8 is not identified but shown on the sheet. b) Sheet H2 E08.104 — New Panel SBS and LSS reference Hotel "Hl". Should it be "H2"? 9) Electrical Plans — Main Building a) Provide Additional Exit Sign at the door nearest the exterior Loading door. (See Sheet H2-M E02.101 for noted location. May need to be directional and weather/outdoor rated.) b) Provide additional directional Exit Sign at the pass -through area between the Restaurant Dining and the Lobby/Lounge to better identify the location of the required 2nd exit for the Dining area. (See Sheet H2-M E02.102 for noted location) All questions regarding the meaning of these comments should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist Page 5 of 10 EsGil A SAFEbuilt Company DATE: 5-21-2020 JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0013.RCl.e SET: II PROJECT ADDRESS: 52-200 SILVERROCK WAY PROJECT NAME: PENDRY HOTEL ❑ APPLICANT ❑ JURIS. ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person ❑ REMARKS: There are (2) type A bldgs. & (8) type B bldgs., (4) stair towers; (1) Lobby bldg. & (1) Fitness Center & (1) Paint Box bldg. under this permit. Fixture Count sheet attached as well. City to send EsGil valuation for project so EsGil can bill. By: Erich A. Kuchar, P.E. EsGil 5-1-2020 Enclosures: Page 6 of 10 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. GENERAL Please make all corrections and submit new stamped and signed complete sets of prints, to: The jurisdiction's building department. PLANS 2. Please indicate on Sheet H2 A00.001 that the lazy river and pool are under a separate permit. Otherwise, provide complete architectural/ structural/ plumbing plans and calculations for them. [See scope of work]. Scope of work has not been updated. Comment response says this will be done next submittal. 3. "Permit 2nd Cycle- Volume 2" plans for just the Food and Service building was submitted. These plans are not stamped and signed and do not contain any other discipline drawings. Is there a reason these are separate sheets and not combined with the full set? MISCELLANEOUS 6. On Sht. 1 A00.504, clarify Type IIIB Construction noted, versus V-B elsewhere. Comment still open as under "Note" on sheet S1 A00.504 it still states buildings to be Type III-B. STRUCTURAL 7. Please show how connecting structures starting on SheetH2-K S02.203 accommodate the displacements between the adjacent buildings at each end and provide lateral support for them. ASCE 7-10, Sec. 13.3.2.2. Bridges connecting two separate structures will require a seismic gap to resolve pounding between the 2 buildings during an earthquake. The seismic gap shall be designed for the worst -case lateral displacement (roof level) for each building and sized as the Square Root of the Sum of the squares of movement for each building. There is not a way to keep these buildings connected during all modes of movement. The response stating that it is designed like the diaphragm within a building is not accurate as the buildings are free to move in different directions and not contained in the same "shell of a building". 8. For a 3-story wood building using straps and not a continuous tie -down system with a take up device provide building shrinkage calc and verify straps will not buckle when building shrinks. Page 7 of 10 9. Remove tie -down details if no tie -downs are used on project. 10. Provide anchorage calcs for hold downs. 11. Cantilever Diaphragm: Provide complete cantilevered diaphragm calcs for wood diaphragm of structure. NDS SDPWS chapter 4.2.5 must be followed along with 4.2.5.2. When idealized as rigid make sure the in -plane deflection of the diaphragm is less than 2.5 times the average deflection of the shear walls at that story. The worst case need only be looked at, so just the roof level as this will have the most deflection. Please show how all required items are being addressed when calculating diaphragm deflection including rotation of diaphragm added to lateral deflection. 12. For flush beams at exterior walls as example building B along gridline B provide straps between flush beams and rim beam to transfer load and keep continuous chord. These flush beams interrupt the rim beam, and nothing connects them to transfer the force. 13. Provide stud calculations for project showing all loading and for all stud design per CBC Table 721.1(2), footnote "m"; The design stress of studs shall be reduced to 78% of allowable F'c with the maximum not greater than 78% of the calculated stress with studs having a slenderness ratio of le/d of 33. 14. ADDITIONAL 15. Please see attached for P/M/E items. 16. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 17. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes ❑ No ❑ 18. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Erich A. Kuchar, P.E. at EsGil. Thank you. Page 8 of 10 PLUMBING and ELECTRICAL COMMENTS PLAN REVIEWER: Scott Humphrey The following items were not addressed PLUMBING (2016 CALIFORNIA PLUMBING CODE) 1. Provide gas line plans and calculations showing gas demands, pipe lengths, and pipe sizing. CPC 1216.0 2. Please provide the grease interceptor sizing calculations. CPC 1014.0 ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) 3. 1 suggest you discuss with the city regarding there policy. We only pass along the information provided. You have been warned regarding this requirement. City of La Quinta policy Aluminum conductors shall only be permitted to feed main electrical panels or sub -panels. Such aluminum conductors shall not be smaller than 1/0 AWG. 4. When I look at the PNL schedules I see "MCB" mentioned however nothing indicating breaker size is provided. Just blank. H2E08.104 - 15 kVA transformer primary (only) overcurrent protection is oversized — please review all locations and reference Table 450.3(B) CEC a. Example 15kVA = 18.1 amps - times 125% = 22.62 next standard size breaker is 25 5. This correction remains outstanding. H2E09.103 PLN schedule SBLA is not legible. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Scott Humphrey at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Page 9 of 10 City of La Quinta Fixture Count Plumbing 7 Water Service 30 Gas Pipe Outlets 230 Lavatory 16 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 225 Toilet Solenoid Valve 200 Tub or Shower Backflow Valve <2" 200 Sink (kitchen, bar, laundry) 7 Backflow Valve >2" Dishwasher Spklr. System <50 heads Clothes Washer Spklr. System 51 — 100 heads 6 Urinal Spklr. System >101 heads 13 Floor Drain Septic System (tank & pit) 5 Floor Sink 1 Interceptor (grease, sand, oil) 6 Drinking Fountain 7 Building Sewer Commercial Sink Cesspool, Seepage Pit 42 Roof & Overflow Drain Electrical Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System Main Service <200 amps 1 Outlet/Light — first 20 1 Main Service > 200 amps 4247 Outlet/Light — 21 & over 81 Subpanel 1 Electric Sign — 1 circuit Ceiling Fan 1 Electric Sign — Add. Circuits 225 Exhaust Fan Bussway Footage Electric Range/Oven 225 Motor —to 1 HP Hood/Fan/Light Combo. 225 Motor — 2 to 10 HP Clothes Washer Motor— 11 to 50 HP Electric Clothes Dryer Motor — 101 and over 1 Dishwasher Trans/Gen — 2 to 10 KVA 202 Refrigerator 11 Trans/Gen — 11 to 50 KVA Freezer 5 Trans/Gen — 51 to 100 KVA Ice Maker 5 Trans/Gen — 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 225 Exhaust Fan Condenser Unit — 31-50 ton Oven/Range Boiler/Compressor — 31 to 50 HP Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP 1 Evap. Cooler/Duct System 2 Air Handling Unit <10M CFM 225 Wall/Ceiling Heater Air Handling Unit >10M CFM FAU/Gravity Furnace <100 BTU Residential Incinerator FAU/Gravity Furnace >100 BTU Commercial Incinerator 1 Condenser Unit to 3 ton Commercial Hood Type 1 or 2 Boiler/Compressor to 3 HP Comm. Hood Fire Spklr. System 9 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System 1 Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances Page 10 of 10 �IATE� COACHELLA VALLEY WATER DISTRICT ��S7R1G� P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 INVOICE Date:3123/2020 SUBJECT: PIV 37207, SILVERROCK, 25200 SILVERROCK WAY, LA QUINTA "PENDRY HOTEL" 'SOURCE CONTROL ONLY) ROBERT GREEN Project: 20-10876 3551 FORTUNA RANCH RD. Project Date: 2/26/2020 Amount Due: $50.00 ENCINITAS, CA 92024 GEO: 06-07-05-3 Planner: SARA LOPEZ TO INSURE PROPER CREDIT. PLEASE RETURN THIS PORTION WITH REMITTANCE AND INCLUDE THE PROJECT ON YOUR CHECK Fee-TypeUnits CD Description 1 00 SA JAPPIVVAIVER FEE SOURCE CNTRL $50.00 $50.00 $50.00 Paid $ ryi } ) 1 7 Development Services Depa ent MAR 2 5 2020 Coachella Valley Water District 75-515 Hovely Lane East Palm Desert. CA 92211 SUBJECT: PM 37207. SILVERROCK, 25200 SILVERROCK WAY, LA QUINTA "PENDRv HOTFL" SOIJRCF CONTROL ONLY) COACHELLA VALLEY WATER DISTRICT P.O. BOX 1058, COACHELLA, CALIFORNIA 92236 (760) 398-2651 Pagel COACI-11-1.l_A VAi.I.FV N1 ATFR DISTRICT Ar�R 75.515 Hovlct• Lane Fast ZtiN Palm Desert, California 92211 /s��('� (760) 398-265I �PPLIl:.YVION' I Olt WASTEWATER SOURCE CONTROL PLAN APPROVAL _ n :I Ceh,t.n 1h. i u„ '011 a cr+pv or., scoUrT r,tut plan (. * •'1' In I - 40 SCALE) drawn it. Miirirt eperiFnatin-r A nonrer.;n:i3ric r, .:t i -c - .. . •, , h. l'h• r ,. ,nm illm Chrc1 rnuai br mibr paj side u, rtle (,'p.ehrlla 'i alle} Wa'.rr 11ILL-ICI Approtal of t),n aphlicanon :)iail remim . al•d (o• r- ,,, :.. ! •.,,: r I i , ,r from date of p:yr,cnt NOTFA ALL USERSDISCHARGING FAT,OIL, ANGIOR GREASE,LOCATED INA MULTI. SUITE BUILDING WILL kttrVUM A SEPARATE LITERAL OPFTriE MAIN SEWER LiNE FOR GREASE INTERCEPTOR CONNECTION. Clo"vI'p Source Conirul tslll Insprci floe etpatcd vrase phmhing one the Installed in,errrpior Picnic roll (76011911-:onl \35.16 45 hOt.ri in ad� ante to schedule mi ecuonis -qcn; Coomnctcr, (cnw, Pcnor Ad7,n, t_ n s's•c Z,p TckpSow Andrew M,challerkc 225 Broadway jute 100 Sao, O,ogo CA 92101 (6191 223 3131 1),w, I,dd,cr• - ---- -- 0- Sat: Z,r Tcl:rh�ar Robert Green 3551 Foriura Ranca Road Emirlotas CA 92024 (750) 634-5543 itch Sic Addict: i 1 ],p 25 20D S-IvorRock Way La Ouva 92253 Irrtrincp TITx trumc Hotern �.: 1-' C h+, t-D Z--/ •{- 1- L- 3dverRock Lodg ag LLC NOTE NO PLANS WILL ltE APPUL)VED UNTIL 1-I11S Al'I'I-IC'A7iON IS (MKIII 1_ETL ANU PLAN CHECK FEES ARF PA Tr). 114 nrConsrrurtion: *�cu ❑ Remodel liuur; c' O eratiou t on'tng-T•iu-erisi ❑ Fur Vehicle Service: For Fo(>d Service- D V.,And Bays C 1re71e11 U721115 f !1} V ti stet Softener Ci Garbage Gnnder(s) L7 Digcsim i Q Roll otter C Semite ba)lsi Muhtsen•ice fieusablci °o Single Scn ice (disposable O Tunnei(s) D Parts Washer Scz'tng ('apacAy Inlemal 18a_ L- tietnol ❑ Spill Cowairancni (Sv is ent ❑ Aqueous ❑ r S:::nlg With Mister. ur Healer) C 1ivdrauIic L ft(si 011,-07i Sinktsi Pat Seating tsar Scotin ; ir,th Food Semite nkt1.i;R f2FPkF.SF.NTATl1.''F. DFC LAFATIM' lcct't,rY [ha' I ha.c read the entire oppl cation and s:aie inat ail information tc:on::I I ontier maf'e that file fee anu,lln: is based ar. Iny rteclarauoa nl u,lit:m tuan or ihic form and Ihni incorrect infr.rmalint+ to; gmird-, fnr rtletti(.n o: the submiitca plant 1 also understand 'hi- Plans mz) be discarded :f not piekeC up is Ohm sixtt, t5O) days of appratml or re.tim and il,a+ notDisinc incprca,in of rn} eiaahl,stment will be cnnducied until all requested information has been roccwed and Glans Lvvc ben, :ppro%cd r FOR DISTRICT USE ONLY \n rr ;vslcros Tyz+c c' SyacmG: prctrcarmcnl Cgrtigmc -� — — ® Ortacr lwofeeplu- D Grease Irl.r%xpt.rr it. zited G Emminp ❑ SantLCitl 1 O ?_u,ir+cr tr Setter C Add ury Cl Lint is C Taut: of t onnect,on Sample Siguun L' keriacen,cul C (-far riv ❑ Uigesicris,, -- __-- _ — --- Stic 2000 Pik with ample box- RENUkRKS: "�951_galgi�se interce tors tliJiYZS11S]'s_vilm�lt.b(i71_ _ "Discharges containing fats,.,- it and grease must be routed to grease interceptors, examples are: 3 comP. sink, 2 comp sink, l comp. sink, dishwasher, rinse sink, garbage grinder and mop sink. _*No, salt regenerative water softener allowed, Qnly exchangeable bottles system are permissible. "CVWD source control will inspect the exposed grease interceptor plumbing, please call (760) 398-2661 ext 3708 48 hours in advance to schedule an inspection. l net app(i. aunn ib El t.unttuwnalkAprrr\.-," l= rn%co Y/. 'Sec Pvnxk5 f 1 23 �a ti r. D -Z:z... , - County of Riverside DEPARTMENTOF ENVIRONMENTAL HEALTH P.O. BOX 7909 • RIVERSIDE, CA92513-7909 KEITH JONES, DIRECTOR Protecting People and the Environment-+ i FOOD ESTABLISHMENT PLAN APPROVAL NOTICE Plan Check # 47180 Date 5-11-2020 Project Name Silver Rock Lodging Address (PendryHotel) (h2) 52-200 Silver Rock Way, La Quinta CA Plans Submitted by Mark Walsh (The Marshall Associates Phone 415-854-9913 Owner The Robert Green Address 3551 Fortuna Ranch Road, Encinitas Phone 760-634-6543 Company The plans are now approved subject to the conditions listed below and the attached compliance sheet. 1. Provide a certified air balance report for exhaust hoods and make up air prior to final inspection. 2. Provide grease interceptor install clearance letter from sewer agency prior to final inspection. 3. All back flow devices to be install as required. 4. Verification for installation bar enclosure prior to final inspection. 5. Verification that the kitchen has a minimum 32 linear feet of back up dry storage and 16 linear feet each for the bar as required by Riverside County Construction guidelines. CONSTRUCTION INSPECTIONS: Contact the Plan Checkerfor a Preliminary Inspection when construction is approximately 80% complete, with plumbing, rough ventilation, and rough equipment installed. Request for inspection should be made at least five (5) working days in advance. "ALL ELECTRICAL, PLUMBING, MECHANICAL, AND STRUCTURAL REPAIRS AND INSTALLATIONS SHALL BE DONE UNDER PERMIT FROM THE APPROPRIATE BUILDING & SAFETY DEPARTMENT (CITY OR COUNTY)* A FINAL INSPECTION MUST be made upon completion of ALL work including finished details. APPROVAL to operate shall not be granted, or remodeled areas appro\/ed to operate, until the facility has passed the FINAL INSPECTION, and "APPLICATION TO OPERATE" has been completed and PERMIT FEES have been paid. Request for inspection should be made at least five (5) working days in advance. PLANS CHECKED BY Tracev Ford Phone 760-863-8287 I acknowledge the corrections noted herein and as indicated on the plans and agree to incorporate them during construction: V Z ;; ,�4^ y/ Signature_ Date 05.11.2020 Company Name Gensler Corona Hemet Indio Murrieta Palm Springs Riverside -west Riverside -East 2275 S. Main St #204 SW S. Sanderson #200 47-950 Arabia St "A" 38740 Sky Canyon Dr. 544 S. Paseo Dorotea 4065 County Cirde 3880 Lemon St. Corona, Ca 92882 Hemet, Ca 92545 Indio, Ca =1 Murrieta, Ca 92563 Palm Springs, Ca Riverside, Ca 92503 Riverside, Ca 92501 (951) 273-9140 (951) 766-2824 (760) 863-8287 (951) 461-0284 92264 (951) 358-5172 (951) 955-8982 760-320-1048 Office Locations 0 Blythe a Corona • Hemet • Indio • Murrieta • Palm Springs • Riverside Phone (888)722-4234 www.rivcoeh.org CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT SHAWN C. NEWMAN — FIRE CHIEF OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org March 11, 2020 Gensler San Diego 225 Broadway #100 San Diego, CA 92024 aca 0"&(V Re: Master Building Permit — 1st Fire Plan Review — SILVERROCK — PENDRY HOTEL (GUEST ROOMS, MAIN BUILDING, PAINT BOX, FITNESS CENTER, STAIR TOWERS, POOL EQUIPMENT ROOM, POOL RESTROOMS) BCPR2019-00013 / 52200 SILVERROCK WAY, 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. Delays in the review timeline were in part due to submitted Alternative Methods and Materials submittal for buildings under the scope of this submittal and are still in process. The following comments are required to be addressed: 1) Electronic plans provided (Volumes 1, 2 and 3) were difficult to navigate due to missing bookmarks for all pages. The Drawing Index was not consistent with the submitted documents. 2) Provide a building addressing and unit addressing standard in compliance with RVC Fire Dept. Standard FPS 07-01. 3) Sheet H2 A00.001 Items: a) Building Code Data — Pendry Hotel Guest Rooms i) "Fire Protection" identifies NFPA 13R fire sprinkler system. CBC Table 504.4 requires minimum NFPA 13 (Commercial) for 3-stories proposed Type VB. ii) "Stories" states "3-Story — Allowable 3 story, with area increase". Correct to "... without area increase (CBC 2016, Table 504)" iii) "Areas" is confusing. It appears to be tallying all of the Guest Rooms, Main Building, Stair Towers and Fitness Center together. This gives the impression that it is to be considered 1- building. *Lobby Area is also called out under separate section on this same sheet. b) Building Code Data — Pendry Main Lobby, Restaurant i) "Fire Protection" identifies NFPA 13R fire sprinkler system. This is a detached commercial structure and requires a NFPA 13 (Commercial) system. ii) "Stories" — States "allowable 3 story, with area increase." A-2 occupancy is most restrictive and advises 2 story without area increase. iii) "Areas" section did not provide any area calculations for this separate building. Provide calculations and code analysis. c) Provide additional Building Code Data for all structures included in the submittal: Fitness Center, Paint Box, Pool Equipment Room, Restrooms, etc. d) Update Fire Dept. Submittals & Permits and Deferred Submittals to include: i) Private Fire Main ii) Hood Suppression System iii) Hazardous Materials Storage/Use iv) Refrigeration System 4) Sheet H2 A00.006 identifies a 25' 1.5" Fire Separation Distance of the Module B 1 GR from the Shared Services (Separate Submittal) building. This is not consistent with the detail in that submittal. The other detail shows Module B having a 16'6" separation to "Proposed Property line" and another 10' setback distance of the Shared Services building from that property line. 5) In reviewing Sheet S 1 A00.504 in comparison to the provided siteplans and architectural details, the fire access path detailed running through the "Exterior Loading/Storage" area of the Main Building and between Module B4 is actually not accessible. 6) Identify the location of the Fire Riser (and Standpipe where applicable) on all buildings floor plan details included in the submittal. 7) Sheet H2 A00.200 Details: a) Module B4 and Main Building are presenting with 10'2" and 7'6" Fire Separation distance of 2 small wall sections. See CBC Table 602 for fire rating requirements if considered separate buildings. (See Sheet H2-M A02.201) b) Fitness Building F and Module B5 show a Fire Separation Distance of 1 l' 11". See CBC Table 602 For Fire Rating requirements if considered separate buildings. 8) Sheet H2 A00.203: a) Provide an egress code analysis and cross-section detail of the egress stairway inclusion in compliance with CBC 1017.3. (See also Sheet H2-G A05.101) b) CBC Table 1017.2 identifies a maximum Exit Access Travel Distance for R occupancy to be 250- feet. *350-feet is shown on the plans. Explain. i) CBC 1017.2.1 does permit UP TO 100-feet increase when provided with an Exterior Egress Balcony. If this is what is proposed, make it clear on the plan details. *Shall also clearly identify compliance with CBC 1021. c) The Stair Towers associated with Module B2 and Module B7 appear to not be complying with CBC 1027.5. 9) On sheet H2-M A02.201 — Identify the proposed storage locations. CFC 315.4 may be applicable. 10) Include a Wall Legend on H2-GA sheets where applicable that visually identifies the different wall details and includes identification of rated assemblies. 11) Provide a Door and Hardware Schedule. a) Door Type D is detailed as Lock -Off Door. This door is shown in what appears to be a 1-hour fire rated partition assembly. Provide clear description of door and hardware classification where appropriate. 12) Previous communication with the development team and by part of submission of an Alternative Materials & Methods (AM&M) request included commentary and details of (2) Fire Service Access Elevators be provided in the Stair Towers. 1 for East and 1 for West sides of the Pendry Hotel. Plans do not clearly identify the provisions of such. For consistency with the proposal, update plans to show these elevators in compliance with CBC 3007 and other appropriate referenced sections. 13) Structural Plan and details shall specifically identify the dead load capacity as including the weight of the water filled fire sprinkler pipe. Identify the psf or other measurement used in factoring this specific load. 14) Electrical Plans do not appear to be complete. Many Guest Room sheets did not identify lighting or wall installations. a) Provide Details of the locations for Egress Lighting and Illuminated Exit Signs to be located on the Exterior Egress Balcony. 15) Electrical Plans — Main Building a) Light Fixture schedule identifies b) Public Restrooms exceeding 300 square feet shall be provided with Emergency Egress Illumination. c) Identify additional Emergency Egress Illumination provisions in compliance with CBC 1008.3. i) Lobby and Restaurant areas appear to have not been provided with any emergency illumination. ii) Electrical Room d) Provide Additional Exit Sign at the door nearest the exterior Loading Roll -up door. e) Provide additional directional Exit Sign at the pass -through area between the Restaurant Dining and the Lobby/Lounge to better identify the location of the required 2nd exit for the Dining area. 16) Kitchen/Restaurant: a) Provide details of the location of CO2 (carbon -dioxide) for beverage dispensers. Identify the proposed quantity in storage and use in Pounds. i) Identify any required compliance with CFC 5307 and what protection is being provided. Include details. 17) Refrigeration System requires a separate submittal for Fire Permitting. Plans and submittals provided shall comply with CFC Section 606 and provide adequate detail. All questions regarding the meaning of these comments should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT QaL&a SHAWN C. NEWMAN -- FIRE CHIEI OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org May 19, 2020 Gensler San Diego 225 Broadway #100 San Diego, CA 92024 Re: Master Building Permit — 2nd Fire Plan Review — SILVERROCK — PENDRY HOTEL (GUEST ROOMS, MAIN BUILDING, PAINT BOX, FITNESS CENTER, STAIR TOWERS, POOL EQUIPMENT ROOM, POOL RESTROOMS) BCPR2019-00013 / 52200 SILVERROCK WAY, 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. Delays in the review timeline were in part due to submitted Alternative Methods and Materials submittal for buildings under the scope of this submittal and are still in process. Bold Text reflects new and/or clarified items. The following comments are required to be addressed: 1) Sheet H2 A00.001 Items: a) Building Code Data — Pendry Hotel Guest Rooms i) "Fire Protection" identifies NFPA 13R fire sprinkler system. CBC Table 504.4 requires minimum NFPA 13 (Commercial) for 3-stories proposed Type VB. ii) "Stories" states "3-Story — Allowable 3 story, with area increase". Correct to "Allowable 2 story, with area increase (CBC 2016, Table 504)". iii) CBC Chapter 5 does not permit the coupling of both allowable height(/story) and area increases. You only get one. As type VB construction proposed, either the allowable area or the allowable stories is exceeded. *Changing the construction type to VA with area increase would accommodate the 3 stories and current proposed area calculations. iv) At the bottom of this section it states "ALLOWABLE 28,000 GSF WITHOUT INCREASE CBC 2016 506.2 AND 506.3". Provide breakdown of CBC Equation 5-2 and 5-5 to support allowable GSF of building(s). *5-5 should be provided for each building b) Building Code Data — Pendry Main Lobby, Restaurant i) "Stories" — States "Allowable 3 story, with area increase." A-2 occupancy is most restrictive and advises 1 story area increase. Not addressed. ii) "Areas" section requires correction of "ALLOWABLE 28,000 GSF WITHOUT INCREASE" as A-2 is most restrictive per Table 506.2 = S1— 24,000 GSF without height increase. c) Building Code Data — Paint Box / Pool Equipment Building / Pool Restroom Buildings i) All of these structures are to be provided with a NFPA 13 fire sprinkler system as mitigation for extended hose -lay distances from nearest Fire Access. Correct the reference of NFPA 13R to NFPA 13. d) Update Fire Dept. Submittals & Permits and Deferred Submittals to include: Not Addressed i) Private Fire Main ii) Hood Suppression System iii) Hazardous Materials Storage/Use iv) Refrigeration System 2) Sheet S1 A00.504: a) In reviewing Sheet S 1 A00.504 in comparison to the provided siteplans and architectural details, the fire access path detailed running through the "Exterior Loading/Storage" area of the Main Building and between Module B4 is actually not accessible. Not Addressed. b) Fire Chief Robert Fish has advised that operationally they will require a standpipe/hose-valve on both side of the Pendry Main Lobby/Restaurant building where indicated on this sheet. Preferred to have wall mounted or cabinet assembly. 2 locations are identified (one of this is replacing the location of the "Free-standing Wet Standpipe". (See 112-M A02.203, 204 and A06.114 for identified preferred locations near point of building accesses.) c) Property line near Shared Services building is shown but not identified. 3) Sheet 142-M A10.301: a) Door 112F and 142A are part of a fire rated assembly but do not show a "Fire Rating". 4) Sheet 112-F A02.201— The fire riser location in a small wall pocket is not meeting the minimum standards established by RVC Technical Policy 14-001 requiring a minimum 18-inches of clearance around the sides of the fire riser assembly. 5) Sheet 142-W A02.202 — Due to extended Fire Access distance to this structure, a wall -mounted FDC (as shown) shall not be used. A remotely located PIV/FDC assembly located near the fire access will be required. 6) Structural Plan and details shall specifically identify the dead load capacity as including the weight of the water filled fire sprinkler pipe. Identify the psf or other measurement used in factoring this specific load. a) This submittal identified a minimal factor of only 1.5 psf for water -filled fire sprinkler pipe both for "Common Buildings" and "Guestroom & Tower Buildings". This seems very low in consideration. i) Provide supporting evidence that the 1.5 psf is sufficient for the type of fire sprinkler sytems to be installed due to allowable height/area increases (NFPA 13)(Light vs. Ordinary depending on structures proposed). (1) Type of piping likely to be used (CPVC vs. Steel) (2) Nominal Dimensions of all piping to be used. (3) Weight of each pipe size and type for 1-foot water -filled. (4) Span between structural elements supporting pipe as a factor. ii) Identify/clarify for me whether this is for spread or point loading, as many of these buildings will be served by modest overhead fire sprinkler main sizes. Perhaps detailed/designated overhead main routing areas should be considered, whereas the rest of the area can be identified for a conservative spread loading of all branchline uses. iii) Identify whether the top or bottom chord (or both) may be used in strapping/securing/hanging the fire sprinkler piping. iv) Pendry Main Lobby/Restaurant is being conditioned to provide (2) wall -mounted hose -valve connections, similar to a Class I standpipe, and likely to be served by the overhead fire sprinkler system with minimum design flow requirements. This will likely require a sizeable overhead main to supply these points. These impacts should be investigated now. 7) Provide Details of the locations for Egress Lighting and Illuminated Exit Signs to be located on the Exterior Egress Balcony and routing to the public way. Not duplicated in the Electrical Plans from the updated Architectural (See H2 A00.212, 213, 221, 231, 232, 233) 8) Electrical Plans — a) Sheet H2 E08.104 — Keynote 8 is not identified but shown on the sheet. b) Sheet H2 E08.104 — New Panel SBS and LSS reference Hotel "Hl". Should it be "H2"? 9) Electrical Plans — Main Building a) Provide Additional Exit Sign at the door nearest the exterior Loading door. (See Sheet H2-M E02.101 for noted location. May need to be directional and weather/outdoor rated.) b) Provide additional directional Exit Sign at the pass -through area between the Restaurant Dining and the Lobby/Lounge to better identify the location of the required 2nd exit for the Dining area. (See Sheet H2-M E02.102 for noted location) All questions regarding the meaning of these comments should be referred to the Office of the Fire Marshal staff at (760)777-7074. Kohl Hetrick - Fire Safety Specialist CAL FIRE - RIVERSIDE UNIT RIVERSIDE COUNTY FIRE DEPARTMENT �Cv CASEY HARTMAN -- (ACTING) FIRE CHIE OFFICE OF THE FIRE MARSHAL — LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org July 30, 2020 Gensler San Diego 225 Broadway Ste 100 San Diego, CA 92101 Re: New Building - Fire Plan Review — SILVERROCK (H2) — PENDRY HOTEL — GUEST ROOMS, MAIN LOBBY, RESTAURANT, BAR / PAINTBOX / POOL EQUIPMENT BUILDING / POOL RESTROOM BUILDINGS BCPR2019-0013 / 52-200 SILVERROCK WAY, 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 2016 CBC requirements for A-2, B, R-1 & 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. ACCESS Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, La Quinta Municipal Code and Riverside County Fire Department Standards. 1) Certain designed areas will be required to be maintained as fire lanes and will require approved signs and/or stenciling in red with CVC 22500.1 conspicuously posted, or as otherwise approved in compliance with Fire Department Standards. 2) Approved street signs shall be installed and visible. 3) No Traffic Calming Devices shall be installed. WATER 1) The Fire Department is required to set a minimum fire flow for the construction of all buildings using the procedure established in the 2016 CFC. A fire flow of 1,750 gpm flow @ 20 psi residual pressure from a minimum of 3 fire hydrants flowing simultaneously/cumulatively for a 2-hour duration. This water supply must be available within 400-feet of the project before vertical construction begins. a) Fire Flow requirement based on currently proposed 17,732 square feet largest structure of type V-B construction. Fire flow requirements were reduced 50% based on LQMC amendments for fire sprinklered buildings. 2) Applicant and/or developer shall submit off -site water system plans to the Office of the Fire Marshal for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Marshal review and approval. Mylar will be signed by the Fire Marshal after review and approval. DEFERRED SUBMITTALS REQUIRED 1) PRIVATE FIRE MAIN — System plans in compliance with NFPA 24 must be submitted to the Fire Department for review and approval. Hydraulic Calculations may be required. Permit fees will be required. 2) FIRE SPRINKLER & STANDPIPE SYSTEM - Install a complete fire sprinkler system per NFPA 13 and standpipe system per NFPA 14. System plans must be submitted to the Fire Department for review and approval. Permit fees will be required. 3) FIRE ALARM/MONITORING SYSTEM - Install a MANUAL fire alarm system as per NFPA 72 required by the California Building Code, California Fire Code and designed in accordance with adopted standards. A C-10 licensed contractor must submit plans to the Fire Department office for review and approval prior to installation. Permit fees will be required. 4) KITCHEN HOOD SUPPRESSION SYSTEM - A UL 300 hood/duct fire extinguishing system must be installed over the cooking equipment as required by the California Fire Code, California Mechanical Code and adopted standards. System plans must be submitted to the Fire Department for review, along with current plan check/inspection fee. Permit fees will be required. 5) ABOVEGROUND HAZARDOUS CHEMICAL STORAGE TANK(S) — Plans and specifications shall be submitted to the Fire Department for review and approval. Permit fees will be required. (This permit type includes fuel -fired generators) 6) REFRIGERATION EQUIPMENT — An operational permit is required to operate a mechanical refrigeration unit or system regulated by Chapter 6 in the CFC. (>220-pounds Class Al refrigerant / >30-pounds all other classes). System plans must be submitted to the Office of the Fire Marshal for review. Permit fees will be required. SPECIAL CONDITIONS APPLIED - STANDPIPES 1) Standpipe Hose Valve Cabinet shall be installed on the exterior wall near Bar Service Room access Door 106B as will be reviewed and approved. 2) Standpipe Hose Valve Cabinet shall be installed on the exterior wall near Kitchen + BOH corridor access Door 112E as will be reviewed and approved. 3) Stair -Tower Standpipe Hose Valves shall be installed in an orientation that is accessible from the egress balcony. Location, orientation and access will be reviewed and approved. 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) Install Knox Key Lock box, mounted not higher than 6-feet above grade. 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) Submit flame-retardant certification(s) by applicator or manufacturer, along with CSFM Listing, for all decorative materials used in this facility. Samples of flame-retardant material(s) may be required for flame spread testing. All required treated materials must have a current CSFM approval tag affixed to each item or panel. (Prior to building final inspection) 4) Install portable fire extinguishers per Title 19, but not less than 2AIOBC in rating, at the approved locations. Additional placements may be required at time of inspection. 5) Occupancies storing or using significant volumes of hazardous materials shall appropriately display the required NFPA 704 Hazard Placard on the exterior access to the yards, buildings and rooms where the hazardous materials is located. 6) 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. 7) Room occupancy load, as approved by the Building Official, shall be posted in a conspicuous place near the main exit from the room(s). The location shall be approved by the Fire Department office. Posting shall be by means of an approved durable sign having a contrasting color from the background to which it is attached. The owner shall maintain signs in a legible manner. No person shall deface, remove or change the occupant load on the sign except as authorized by the Building Official and/or Fire Department office. (Prior to building final inspection) 8) Illuminated Exit Signage and Egress Illumination placement and functional test will be witnessed by OFM Fire Inspector at time of final inspection. 9) Fire rated assemblies shall be maintained in compliance with applicable codes and industry standards. 10) Facilities utilizing more than 100-pounds of insulated liquid carbon dioxide systems for beverage dispensing applications shall have adequate protection in compliance with CFC 5307.3. Additionally, a NFPA 704 hazard sign shall be placed at both the front and rear entrances with appropriate markings to identify the hazard. 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 CITY OF LA QUINTA BCPR2019-0013.e FEB. 07, 2020 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0013.e PREPARED BY: ALI SADRE, S.E. DATE: FEB. 07, 2020 BUILDING ADDRESS: 52-200 SILVERROCK WAY BUILDING OCCUPANCY: R1/A2/A3; V-B/SPR. BUILDING AREA PORTION I (Sq. Ft.) Hotel Bldg - (ea 13860 -A X (2) Hotel Bldg_ B (ea 12900 x (8) Lobby Bldg. 13491 fitness center 3260 stair towers (ea) 1109 x (4) Exit Balcony/Patio 18600 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Cod* Iq 1997 UBC Building Permit Fee 1997 UBC Plan Check Fee Type of Review Complete Review F Repetitive Fee Other Repeats r Hourly EsG it Fee VFillklllon Reg. VALUE ($) M uftipier I Mod Manual Input Comments: To be determined at back -check by the City. Structural Only Hr. @` Sheet 1 of 1 Project No. 55.7598.500 Plan Check No. FLP2019-0006 Project Name SilverRock Resort Pendry Hotel Revised 3/19/2020 City Comment Tracking List Issue No. Issue/Comment Responsibility Date Responded Response Date Closed GENERAL Please make all corrections and submit two new stamped and signed complete All Drawings will be stamped and sealed when ready for permit sets of prints, to: The jurisdiction's building department. issunace per dicussion with Aj Ortega 1 PLANS Please add info. for all other structures, which are under this permit, on Sheet Gensler 3/18/2020 sheet H2 A00.001 has been updated with requested H2-A00.001. Le., the paint box/ restroom & pool buildings, etc. Indicate the information type of occupancy, # of stories, type of construction, floor area, if there are 2 automatic firesprinklers, etc., for each structure. Please indicate on Sheet H2 A00.001 that the lazy river and pool are under a Gensler 4/3/2020 Note has been added that water feature, pools and lazy separate permit. Otherwise, provide complete architectural/ structural/ river to be under a separate permit. Scope to be updated 3 plumbing plans and calculations for them. [See scope of work]. next cycle. 4 Please revise the sheet index to match the content of the plans. I.e., add Sheet Gensler 3/18/2020 index revised H2-M A06-103, etc., on Sheet H2 A00.002. Please specify buildings Al & A2, as opposed to A/Al as well as Bl through B8, Gensler 3/18/2020 sheet H2 A00.001 has been updated with requested as opposed to B/B1, on Sheet H2 A00.001 to match the site plans. Similarly, on information the structural plans, etc. Coordinate how the building are labeled, so they are 5 consistent. The building areas are calculated incorrectly on Sheet H2 A00.001. Le., Gensler 3/18/2020 sheet H2 A00.001 revised with correct information Building A is 4,620 per floor x 3 levels=13,860, as opposed to 4,507, as listed 6 on Sheet H2 A00.001. Similarly, for bldg. B. Please provide a separate line item for the exterior exit balconies/ stairs which Gensler 3/18/2020 sheet A00.001 has been updated with requested 7 shall be a part of the building floor areas. See floor areas definition, Sec. 202. information Please show step-by-step how the allowable bldg. areas are calculated and that Gensler 3/20/2020 all requested information is available on Sheet H2 A00.200. the actual areas do not exceed the allowable areas for each building. Also, limit of building areas are graphically shown with shading. clarify the limit of where each building areas are calculated. For example, if the Calculations are shown in notes for each building. See also 8 stair towers & bridges are included, or not. H2 A00.001 for further breakdown of areas. SITE PLAN Any portion of the project shown on the site plan that is not included with the Gensler 4/3/2020 Language to be added at cycle two comments: All building permit application filed should be clearly identified as "not included" horizontal construction under separate permits, including on the site plans. Sec.107.2. Le., stairs, pool, river, site lighting, fences, etc., stairs, fences, pathways, and water features. See landscape otherwise, provide complete structural plans/ details & ref. for them. permit application FLP2019-0006 and Civil permit 9 application PGP 2020-003. LOCATION ON PROPERTY When two or more buildings are on the same property, the bldgs. shall have an Gensler 3/20/2020 sheet H2 A00.200 shows assumed property lines. Drawings assumed property line (PL) between them for the purpose of determining the have been revised so that no openings occur at or near required wall/ opening protection & roof cover requirements. Sec. 705.3 & assumed property lines. Drawings revised to show fire 10 503.1.2. Show compliance for all bldgs. Notes on H2 A00.001 is insufficient. rating at roofcomplying with code. Please demonstrate compliance with Table 602 for fire -resistance rating Gensler 3/20/2020 all walls are tagged on construction plans. Sheet H2 requirements for exterior walls. Seethe next few items as well. A10.100 has all wall assemblies and associated fire and STC 11 ratings as required listed Show rated walls & openings for all bldgs., on Sht. H2 A00.006. Stating the Gensler 3/20/2020 drawings have been revised to remove all openings in criteria on H2 A00.001, 3rd col., from right, is not sufficient. Le., on H2 A00.211, exterior walls required to be rated due to proximity to bldgs. AV 132; 132/ stair tower & B4/ stair tower; similarly, on H2 A00.221, assumed property lines bldgs. 135/ 136; on H2 A00.231, bldgs. A2/ 67; etc. See exterior stairs items as 12 well. Exterior walls shall have a 30" parapet when they are required to be fire -rated Gensler 3/20/2020 drawings have been revised to show 1hr fire rated in accordance with Table 602 because of fire separation distance (Sec. 705.11). floor/ceiling and ceiling roof assemblies where required as 13 The uppermost 18" of such parapets shall be noncombustible. alternate to 30" para et per 705.11 exception 4 Projections shall comply with the following table. Section 705.2. See the Gensler 3/20/2020 no projections in scope are required to be rated following example. The following specific area(s) should be addressed: SEE 14 DIAGRAM IN ORIGINAL COMMENTS. Combustible projections located less than 5' from PL's shall be 1-hour rated or Gensler 3/20/2020 no projections in scope are within 5' of PLs 15 heavy timber construction. Sec. 705.2.3. Show detail & ref. on plans. Please demonstrate compliance with Table 705.8 for limitations on openings in Gensler 3/20/2020 drawings have been revised to remove all openings in exterior walls, based on fire separation distance & the rating for openings in exterior walls required to be rated due to proximity to 16 exterior walls. Tables 716.5 & 716.6. assumed property lines For buildings on the same lot, opening protectives having a fire -protection Gensler 3/20/2020 drawings have been revised to remove all openings in rating of not less than %-hour shall be provided in every opening that is within a exterior walls required to be rated due to proximity to horizontal fire separation distance of 15' of the wall in which the opening is assumed property lines 17 located. Section 705.8.6. See also Section 705.8.5. Structural elements exposed in walls required to be fire -resistive construction Gensler 3/24/2020 plans revised to show compliance. See sheets series H2- due to location on property must have the same fire -resistive rated protection GB2-7 A02.200. also see updated H2 A10.100 for rated as the wall, or as required for the structural frame for the type of construction, column detail. 18 whichever is greater. Section 704.10. Exterior exit stairways & exterior exit balconies shall be located at least 10' Gensler 3/20/2020 compliance is shown on plans. See H2 A00.200 from the following, per Sec.1021.4 & 1027.5: Show compliance for all on plans: a. Assumed PL's. b. Other portions of the building they're attached to. c. Other buildings on the same lot unless the adjacent building exterior walls and openings are protected in accordance with Section 705 based on fire separation distance. 19 BUILDING AREA As shown, the buildings are over area for Type V-B Construction. Table 506.2. Gensler 3/20/2020 all buildings are under the 21,000 SF allowed by code. 20 This applies to modules and that adjacent to the lobby bldg. a. Note: In California, the State Fire Marshal made the following restrictive Gensler 3/18/2020 Noted changes to IBC: i. The provision for allowing fire sprinklers to increase the allowable floor area together with the allowable height is not allowed for Group A and R occupancies, (sprinklers can be used to increase the area or height, but not both). Table 506.2. ii. For Group A and R occupancies, the maximum allowable floor area may be increased for multistory buildings by only two from Sections 506.2.3 and 506.2.4 (instead of 3 as listed in the IBC). When a building has more than one occupancy, the area shall be such that the Gensler 3/18/2020 No separated occupancies in project sum of the ratios of the actual area divided by the allowable area for each occupancy shall not exceed one. This only applies if the "separated 21 occupancies" option is chosen from Sec. 508.4.2. FIRE WALLS Fire walls may separate portions of a building and allow each portion to be Gensler 3/27/2020 No fire walls in project considered a separate bldg. Sec. 706.1, as follows: See Lobby & adjacent Rl: c.C1AdNOl a seNrAAt,.Bpi. 7d1.1, io#Lve». (w lvFv; SnUa3 R`: 22 Per Sec. 706.2, a fire wall shall have sufficient structural stability under fire Gensler 3/27/2020 No fire walls in project conditions to allow collapse of construction on either side without collapse of the wall or shall be constructed as double fire walls in accordance with NFPA 23 1221. Fire walls shall be continuous from exterior wall to exterior wall and shall Gensler 3/27/2020 No fire walls in project extend at least 18" beyond the exterior surface of exterior walls. Sec. 706.5. 24 Exceptions: a. Fire walls shall be permitted to terminate at the interior surface of Gensler 3/27/2020 No fire walls in project combustible exterior sheathing or siding provided the exterior wall has a fire rating of at least 1 hour for a horizontal distance of at least 4' on both sides of the fire wall. Openings within such exterior walls shall be protected by assemblies having a fire rating of not less than % hr. b. Fire walls shall be permitted to terminate at the interior surface of Gensler 3/27/2020 No fire walls in project noncombustible exterior sheathing, exterior siding or other noncombustible exterior finishes provided the sheathing, siding, or other exterior noncombustible finish extends a horizontal distance of at least 4' on both sides of the fire wall. c. Fire walls shall be permitted to terminate at the interior surface of Gensler 3/27/2020 No fire walls in project noncombustible exterior sheathing where the building on each side of the fire wall is protected by an automatics rinkler system. Where the fire wall intersects exterior walls, the fire -resistance rating of the Gensler 3/27/2020 No fire walls in project 25 exterior walls shall comply with one of the following, per Section 706.5.1: a. The exterior walls on both sides of the fire wall shall have a 1-hour fire- Gensler 3/27/2020 No fire walls in project resistance rating with 3/4-hour protection where opening protection is required by Section 705.8. The fire -resistance rating of the exterior wall shall extend a minimum of 4 feet on each side of the intersection of the fire wall to exterior wall. Exterior wall intersections at fire walls that form an angle equal to or greater than 180 degrees do not need exterior wall protection b. Buildings or spaces on both sides of the intersecting fire wall shall assume to Gensler 3/27/2020 No fire walls in project have an imaginary lot line at the fire wall and extending beyond the exterior of the fire wall. The location of the assumed line in relation to the exterior walls and the fire wall shall be such that the exterior wall and opening protection meet the requirements set forth in Sections 705.5 and 705.8. Such protection is not required for exterior walls terminating at fire walls that form an angle eual to or greater than 180 degrees. Fire walls shall extend to the outer edge of horizontal projections, i.e., Gensler 3/27/2020 No fire walls in project balconies, roof overhangs, etc., that are within 4' of fire walls. Sec. 706.5.2. 26 Exceptions: a. Horizontal projecting elements without concealed spaces, provided the Gensler 3/27/2020 No fire walls in project exterior wall behind and below the projecting element has not less than 1-hour fire -resistance -rated construction for a distance not less than the depth of the projecting element on both sides of the fire wall. Openings within such exterior walls shall be protected by fire assemblies having a fire -protection rating of not less than % hour. b. Noncombustible horizontal projecting elements with concealed spaces, Gensler 3/27/2020 No fire walls in project provided a minimum 1-hour fire -resistance -rated wall extends through the concealed space. The projecting element shall be separated from the building by a minimum of 1-hour fire -rated construction for a distance on each side of the fire wall equal to the depth of the projecting element. The wall is not required to extend under the projecting element where the building exterior wall is not less than 1-hour fire -rated for a distance on each side of the fire wall equal to the depth of the projecting element. Openings within such exterior walls shall be protected by fire assemblies having a rating of not less than % hr. c. For combustible horizontal projecting elements with concealed spaces, the Gensler 3/27/2020 No fire walls in project fire wall need only extend through the concealed space to the outer edges of the projecting elements. The exterior wall behind and below the projecting element shall be of not less than 1-hour fire -resistance -rated construction for a distance not less than the depth of the projecting elements on both sides of the fire wall. Openings within such exterior walls shall be protected by fire assemblies having a fire -protection rating of not less than % hour. Fire walls must extend in a continuous straight vertical plane from the Gensler 3/27/2020 No fire walls in project 27 foundation to a point 30" above both adjacent roofs. Sec. 706.6. Exceptions: a. Two-hour fire walls may terminate at the underside of the roof sheathing, Gensler 3/27/2020 No fire walls in project provided: i. The lower roof assembly within 4' of the wall has not less than a 1-hour fire - resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire -resistance rating of not less than 1 hour. ii. Openings in the roof shall not be located within 4 feet of the fire wall. iii. The entire building is provided with not less than a Class B roof covering. b. Fire walls shall be permitted to terminate at the underside of noncombustible Gensler 3/27/2020 No fire walls in project roof sheathing, deck or slabs, provided: i. Openings in the roof are not located within 4 feet of the fire wall, and ii. The entire building is provided with not less than a Class B roof covering. c. In buildings of Type V construction, walls shall be permitted to terminate at Gensler 3/27/2020 No fire walls in project the underside of combustible roof sheathing or decks, provided: i. There are no openings in the roof within 4' of the fire wall, ii. The roof is covered with a minimum Class B roof covering, and iii. The roof sheathing or deck is constructed of fire -retardant -treated wood for a distance of 4' on both sides of the wall or the roof is protected with 5/8" Type X gypsum board directly beneath the underside of the roof sheathing or deck, supported by a minimum of 2" nominal ledgers attached to the sides of the roof framing members for a minimum distance of 4' on both sides of the fire wall. Where the roof on either side of afire wall slopes toward the fire wall at a slope Gensler 3/27/2020 No fire walls in project greater than 2:12, the fire wall shall extend to a height equal to the height of 28 the roof located 4' from the fire wall plus 30 inches. Section 706.6.2: a. There is no exception to this requirement (i.e., the exceptions found in Gensler 3/27/2020 No fire walls in project Section 706.6 do not apply here). Fire walls which separate portions of buildings having different roof levels may Gensler 3/27/2020 No fire walls in project terminate 30" above the lower roof level, provided the exterior wall for a height of 15' above the lower roof is not less than 1-hour fire -rated construction from both sides with openings protected by %-hour assemblies. Sec. 706.6.1. 29 Exception: a. Where the fire wall terminates at the underside of the roof sheathing, deck or Gensler 3/27/2020 No fire walls in project slab of the lower roof, provided: i. The lower roof assembly within 10' of the wall has not less than a 1-hour fire - resistance rating and the entire length and span of supporting elements for the rated roof assembly has a fire -resistance rating of not less than 1 hour. ii. Openings in the lower roof shall not be to Please indicate the basis of approval for the fire -resistive construction elements Gensler 3/27/2020 No fire walls in project of the fire wall, parapet, and roof assembly if used in lieu of parapet, i.e., Item Number in Table 721.1, U.L. Directory, etc. (Note: Trusses require two layers of 30 5/8 inch TypeXclrywall, per Item 21-1.1 in Table 721.1(3).) Provide a note on the plans stating: "Penetrations of fire walls shall be Gensler 3/27/2020 No fire walls in project protected with through -penetration fire stops and membrane -penetration fire 31 stops in accordance with IBC Section 714." SOUND TRANSMISSION Wall and floor/ceiling assemblies separating dwelling units from each other and Gensler 3/27/2020 sheet H2 A10.100 revised to show code compliant STC from common space (such as corridors, laundry rooms, common garages, rating where required service areas, etc.) must have a listed rating of STC 50 (and I IC of 50 for floors). Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies and indicate the listing agency and listing # for the 32 tested ratings. Show how penetrations of assemblies for piping, electrical devices, recessed Gensler 3/27/2020 see sheet H2 A09.601 cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. 33 The Title Sheet or Site Plan should clearly indicate if any portion of the project Gensler 3/18/2020 The project area is not located in the 60 CNEL zone per City is in a noise critical area (CNEL contours of 60 dB) as shown on the City's general Plan exhibit IV-1 General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area 34 (CNEL contour of 60 dB) as shown on the General Plan" If the project is located in noise critical areas (CNEL contours of 60 dB) as Gensler 3/18/2020 The project area is not located in the 60 CNEL zone per City shown on the City's General Plan, then an acoustical analysis showing that the general Plan exhibit IV-1 proposed building has been designed to limit noise in habitable rooms to CNEL of 45-dB is required. Where windows must be closed to comply, it is necessary to provide mechanical ventilation in accordance with the mechanical code. 35 Provide design FIRE -RESISTIVE CONSTRUCTION Please ref. all the fire -rated details, as per H2 A09 series, on floorplans. I.e., Gensler 3/23/2020 head and sill details are referenced by wall type. Wall types roof/ ceiling, floor/ceiling, walls, column/ beam assemblies, etc. Be sure to list are called out on plans. Special conditions are referenced with each detail the basis of approval (U.L. listing #, ICC research report, etc.). appropriately in sections and/or wall sections. Wall & 36 floor/ceiling/roof assemblies have ul or other listings Detail and reference I.C.C. number or other approval for horizontal fire Gensler 3/24/2020 horizontal fire assembly updated to meet criteria of UL assembly using trusses. Item 21-1.1 in Table 721.1(3) requires 2 layers of 5/8" Design No. L528 37 Type X gypsum wallboard at the bottom chords of trusses. Section 703. Detail how fire -resistive wall construction will be maintained at built-in wall Gensler 3/24/2020 information provided on H2 A09.601 fixtures and behind mailboxes, fire extinguisher cabinets, electric panels 38 exceeding 16 square inches in area, etc. Section 714.3.2. Detail on the plans how fire -resistive wall and ceiling protection will be Gensler/MA 3/24/2020 see revised sheet H2 A09.100 with added details and notes 39 maintained at all duct penetrations, such as at fans and vents. Section 717. Fire dampers shall be installed per Section 717.5 at all duct and air transfer Gensler/MA 3/24/2020 a.) noted. See mechanical drawings b.)n/a. C.)n/s. D.) n/a. openings of: e.) does not apply - separate continuous rated shafts per a. Ceilings offire-resistive floor -ceiling assemblies or roof -ceiling assemblies. floor b. Fire walls. c. Fire barriers (see exception for walls). d. Fire partitions at fire -rated corridors. See exceptions. e. Shaft enclosures (smoke dampers are also required). See exceptions. 40 Smoke dampers shall be installed at all duct & air transfer openings: Sec. 717.5: Gensler/MA 3/24/2020 rated shaft enclosures are continuous and separated per a. Shaft enclosures (fire dampers are also required). floor. No dampers required. A.)n/a. B.)n/a. C.)n/a b. Smoke barriers. c. In California, Section 717.5.2 was modified for Group A and R occupancies to state that duct openings in fire barriers shall also be provided with smoke dampers. 41 If smoke dampers are required, the plans shall show the locations of the smoke Gensler/MA 3/24/2020 noted. See mechanical drawings 42 detectors listed in the options of Section 717.3.3.2 of the CBC. Provide a note on the plans stating: "Penetrations of fire -resistive walls, floor-- Gensler see General Mechanical Notes #9 on sheet H2 A00.101 ceilings and roof -ceilings shall be protected as required in CBC Section 714." 43 Clearly identify location and hourly fire -resistive rating of vertical shafts on the Gensler/MA 3/24/2020 shafts and shaft walls are clearly identified with type mark plans. Provide construction details showing location of fire dampers and how and hatch pattern indicating fire rating. see revised sheet fire resistivity will be maintained at floors and roofs. Section 712. H2 A09.100 with added details and notes showing 44 compliance An elevator machinery room is required to be separated from the remainder of Gensler 3/24/2020 drawings have been revised to show code compliance by the building by fire barriers (707) and horizontal assemblies (711) that are not way of fire rated walls. Horizontal assemby is/was rated less than the required rating of the hoistway. If there are none, specify N/A and per code. Sheet H2 A10.100 updated with appropriate 45 skip to the next item. Section 3005. ratings and listings Where columns require a fire -resistance rating, the entire column, including its Gensler 3/24/2020 detail 01/1-12 A08.111 udated to comply where occurs connections to beams or girders, shall be protected. Where the column extends through a ceiling, fire resistance of the column shall be continuous from the top of the floor through the ceiling space to the top of the column. Section 704.2. 46 Members of the structural frame (other than columns) supporting more than Gensler 3/24/2020 n/a one floor and roof (or more than 2 floors, or supporting a load -bearing wall, or a nonload-bearing wall more than 2 stories high) must be individually encasement 47 fire protected. (Sec. 704.3). Detail the required protection on the plans. Detail all furred ceilings as required in Section 803.13.2.1. Show fire -retardant Gensler 3/24/2020 see new detail 05/H2 A09.100 for compliance 48 treated wood where necessary. One -hour rated horizontal assemblies may have their drywall interrupted by Gensler 3/24/2020 noted. Detailed in H2 A09 series. double wood top plates, provided the wall is sheathed with Type X wallboard. 49 Section 714.4.2. FIRE BARRIERS A one -hour fire barrier is required between the R1 and the others. Table 508.4. Gensler 3/20/2020 the R-1 occupancies occur in buildings without other Similarly, for A-2 & B/S1. Note on plans if non -separated uses are utilized. occupancies. No fire barriers are required. 50 A fire barrier is not required for an accessory use not occupying more than 10 r Gensler 3/24/2020 n/a of the area of any floor of a building, nor more than the tabular values for either height/ area for such use (without height/area increases). Sec. 508.2.1 & 51 508.2.3. 52 DoorsrslainnEd fire shutters in fire barriers shall comply with Table 716.5. Gensler n/a Structural members supporting a horizontal fire barrier must have the same Gensler 3/24/2020 noted. In compliance 53 fire -resistive rating as the separation. Section 707.5.1. Ducts penetrating fire barriers at occupancy separations must have fire Gensler/MA 3/24/2020 n/a dampers. Section 717.5.2. a. In California, Section 717.5.2 was modified for Group A and R occupancies, to 54 require smoke dampers in addition to fire dampers. EGRESS BALCONIES Exterior egress balconies shall be separated from the interior of the building by Gensler 3/20/2020 noted. All egress balconies meet the exception walls and opening protectives as required for corridors. Sec.1021.2. Exception: Separation is not required where the exterior egress balcony is served by at least two stairs and a dead-end travel condition does not require travel past an unprotected opening to reach a stair. Please show 45 min. rated openings for 55 those pastthe stairs. ELEVATORS In buildings having an elevator in California, at least one gurney -sized elevator Gensler 3/18/2020 All four elevators are gurney sized shall be provided. The elevator car shall be of such a size and arrangement to accommodate a 24-inch by 84-inch ambulance gurney or stretcher in the 56 horizontal, open position. Section 3002.4a. EXIT SIGNS Exit signs are required whenever two exits are required. Show all required exit Gensler 3/24/2020 exit signs added to life safety plans, and rcps. See H2 57 sign locations. Section 1013.1. A00.2XX series lans. See RCPs A tactile sign stating "EXIT' and complying with ICC A117.1 shall be provided Gensler 3/24/2020 life safety plans updated to indicate locations of tactile exit adjacent to each door to an exit stairway, an exit passageway and the exit signs. See H2 A00.2XX series 58 discharge. Section 1013.4. Show that the means of egress path will be lighted with at least one foot candle RBCE 3/24/2020 Updated photometric egress calculations see revised sheets at floor level. Section 1008. - H2-F E05.101 -H2-M E05.101 -H2-M E05.102 59 -H2-P E05.101 Show separate sources of power may be required for exit illumination. Review RBCE 3/24/2020 Two sources of power are provided in accordance with Section 1008.3. 1008.3.. Normal power provided to the ATS normal position and Emergency power provided ATS emergency postion. 60 Design complies with Section 1008.3 STAIRWAYS 61 Stair risers shall be solid. Section 1011.5.5.3. Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 Handrails (Sections 1014 and 1011.11): Show handrail details for common Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 62 stairs and private stairs including their termination details: A08.200 a. Handrails are required on each side of stairways (stairways within dwelling Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 units only require handrails on one side). A08.200 b. Changes in room elevation of 3 or fewer risers within dwelling units of R-2 Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 occupancies do not require any handrails. A08.200 c. Handrails and extensions shall be 34" to 38" above nosing of treads and be Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 continuous. Additionally, the open sides of stairs shall be provided with 42" A08.200 high guards, Sec.1015.2. d. The handgrip portion of all handrails shall be not less than 1'%" nor more Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 than 2" in cross sectional dimension. If the handrail is not circular, it shall have A08.200 a perimeter dimension of min. 4" & not greater than 6'/4" with a max cross- section dimension of 2%". Sec. 1014.3.1. e. Handrail projecting from wall shall have min. 11 ' between the wall & HR. Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 Sec.1014.7 A08.200 f. Handrails shall be continuous, without interruption by newel posts or other Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 obstructions. A08.200 g. Handrails shall extend 12" beyond the top riser and continue to slope for the Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 depth of one tread beyond the bottom riser+ 12" (for common stairs). Sec. A08.200 1014.6. Fig. 1113-505.10.3. h. Ends of handrails shall be returned to a wall, guard or the walking surface. Gensler 3/25/2020 details revised/added to show compliance. See sheet H2 A08.200 The plans should clearly label the stairs as being either "interior exit access Gensler 3/27/2020 sheet series H2 A00.2xx revised to indicate all stairs as stairways" (Sec. 1019), or "interior exit stairways" (Sec. 1023), or exterior exit exterior exit stairs 63 stairs (Sec. 1027). 64 Interior Exit Stairways should be enclosed asspecified in Section 1023.2: Gensler 3/18/2020 All egress stairs are exterior stairs a. One hour rated interior exit stairs (if any) will be required for this project. Gensler 3/18/2020 All egress stairs are exterior stairs b. Where nonrated walls or unprotected openings occur at the exterior wall of Gensler 3/18/2020 All egress stairs are exterior stairs an exit enclosure, and those walls or openings are exposed by other parts of the building (at an angle of less than 180 degrees), the building exterior walls within 10' horizontally of the stair shall be of 1-hour fire -rated construction (with %-hour fire -rated openings). This construction shall extend vertically from the ground to a point 10' above the topmost landing of the stairway or to the roof line, whichever is lower. Section 1023.7. c. Openings in exit enclosures, other than unexposed exterior openings, shall be Gensler 3/18/2020 All egress stairs are exterior stairs limited to those necessary for exit access to the exit enclosure from normally occupied spaces and for egress from the exit enclosure. Elevators shall not open into an exit enclosure, nor its extension. Section 1023.4. d. Doors should be labeled 1-hour fire assemblies for 1-hour stair enclosures. Gensler 3/18/2020 All egress stairs are exterior stairs Section 716. e. Penetrations into or through an exit enclosure are prohibited, except for Gensler 3/18/2020 All egress stairs are exterior stairs equipment and ducts necessary for independent pressurization, sprinkler piping, standpipes and electrical conduit serving the enclosure. Section 1023.5. f. Exit enclosures should include an exit passageway on the ground floor Gensler 3/18/2020 All egress stairs are exterior stairs extending to the exterior. Sec. 1023.3.1. Only exit doors are permitted to open into the exit passageway. Sec.1024.5. Additionally, a fire -rated door is required between the exit enclosure and the exit passageway (having a 1-hour fire - rating), unless there are no openings into the exit passageway extension. Section 1023.3.1 g. Walls and soffits within enclosed usable spaces under enclosed stairways Gensler 3/18/2020 All egress stairs are exterior stairs shall be protected by 1-hour fire -rated construction, or the fire -rating of the stairway enclosure, whichever is greater. Access to the enclosed usable space shall not be directly from within the stair enclosure. Section 1011.7.3. Exterior exit stairways shall be open on at least one side. An open side shall Gensler 3/18/2020 All egress stairs are exterior stairs have a minimum of 35 square feet of aggregate open area adjacent to each floor 65 level and the level of each intermediate landing. Sec.1027.3. Exterior exit stairs shall be separated from the interior of the building, for Gensler 3/18/2020 All egress stairs are exterior stairs buildings > 2 stories (other than R-1/R-2). Openings shall be limited to those 66 necessary foregress from normally occupied spaces. Sec.1027.6. ROOFS Specify on plans the following information for the roof materials, per Sec. Gensler 3/25/2020 roof/ceiling assemblies revised to specify mfr., product and 1506.3: ICC or UL on sheet H2 A10.100 a) Manufacturer's name and Product name/number. 5 b) ICC approval number, or equal. Show the required attic/enclosed rafter ventilation on the plans. Show "area Gensler 3/26/2020 see added detail 10/H2 A08.110 & 07/H2 A08.130. see required" and "area provided." The net free ventilating area shall not be less existing detail 07/H2 A10.310 showing showing vents. See that 1/150th of the area of the space ventilated. Section 1203.2. revised RCPs sheet series H2-G A02AXX for vent locations and extents. See sheet series H2-GX A02.2XX for rooftip vents. Code min. provided. instructions for GC to provide 6 code min. in generalnotes 7 ISpecify minimum %"Ift. deck slope for drainage. Section 1507.10.1. Gensler 3/26/2020 see roof plans. All slopes are noted FIRE EXTINGUISHING on the plans that portable fire extinguishers will be installed in the Gensler 3/26/2020 note added to life safety plans. Compliance is shown on life 8 1Specify 1building in accordance with Section 906. safety plans. H2 A00.200 series MISCELLANEOUS On Sht. 1 A00.504, clarify Type 1116 Construction noted, versus V-B elsewhere. Gensler 3/26/2020 Note to be removed at cycle 2 comment response, all 9 construction to be V-B Where is the door schedule for all the unit doors, i.e., 305A, B, C, D, etc., on Gensler 3/26/2020 H2-G A10.301 10 sheet H2-G A06.126, etc.? Please show one -hour rating for the trash chutes and laundry chutes with one- Gensler 3/26/2020 sheet H2-T A02.202. drawings updated to show rated room hour rated termination rooms, a section through each chute, % hour doors and with access to chutes. 1-hr.rated access room with 45 min. rated door. Sec. 713.13. Sht. H2-T 11 IA02.201. If utilizes, show how all the pedestrian walkways comply with Section 3104 for Gensler 3/26/2020 compliance is demonstrated on life safety plans. Please all levels between the adjoining buildings. review series H2 A00.2xx. General note added to H2 A00.2xx and H2-G A06.3xx series describing fire 12 suppression at pedestrian connections Guards (Section 1015): Gensler/coffman 3/26/2020 a.) noted. Compliance is demonstrated in elevations and a) Shall have a height of 42". This includes the open side of a stair. details. B.) see details on sheet H2 A08.110 and H2 b) Shall be detailed showing adequacy of connections to resist the horizontal A08.200. see structural drawings. C.) noted. Compliance is force prescribed in Section 1607.8.1. Please show connection details & ref. on demonstrated in details referenced. plans to cover all conditions interior & exterior. 13 c) Openings between railings shall be less than 4". DISABLED ACCESS Please revise the restroom floor plans on Sht. H2-F A02.201, to show 34" doors Gensler 3/26/2020 drawings revised to show code compliant clearances. Door width into the HC stalls as well as 92" min. clear distance between the front swing reversed to meet code. edge of the W/C & the opposite wall. Sec. 11B-604.8.1.1 & 2. [currently, it measures 48" to the door opening, as opposed to 56" required]. Fig. 1113- 14 604.8.1.1.2(b). Please dimension the 18" strike edge distance on plans for the accessible units. Gensler 3/26/2020 accessible requirements for units are located on enlarged 15 Le., See Sheet H2-GA1 A02.201, etc. Fig. 11B-404.2.4.1(a). unit plans. See H2-G A06.xxx series 16 Show an accessible route between all buildings on site plans. Sec. 1113-206.2.2. Gensler 3/26/2020 addressed on grading plan Hotels shall comply with the following provisions per Sec. 116-224.1 & 1113- Gensler 3/26/2020 noted. Please see enlarged unit and enlarged bathroom 17 806: Specify where each item is addressed onplans: plans on sheet series H2-G A06.xxx a) Accessible sleeping rooms shall provide 36" clear width maneuvering space Gensler 3/26/2020 noted. Please see enlarged unit and enlarged bathroom along both sides of a bed, or between two beds. plans on sheet series H2-G A06.xxx b) Bathrooms in all remaining units shall comply with the following: Gensler 3/26/2020 noted. Please see enlarged unit and enlarged bathroom a. All bathroom fixtures shall be in a location that allows a person using a plans on sheet series H2-G A06.xxx wheelchair measuring 30" by 48" to touch the wheelchair to any lavatory, urinal, water closet, tub, shower stall and any other similar sanitary installation if provided. Sec. 1113-603.6. b. All bathroom entrance doors shall have a clear opening width of 32" and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Sections 1113-224.1.2 and 1113-404.2.3. STRUCTURAL Note on plans that surface water will drain away from building. The grade shall Coffman 3/26/2020 site grading is not in strctural scope fall a minimum of 5 r within the first 10 feet (2 % for impervious surfaces). 18 Section 1804.4. Note on the foundation plan that "Prior to the contractor requesting a Building Coffman 3/26/2020 This appears as Foundation Note 4 on each foundation plan, Department foundation inspection, the soils engineer shall advise the building either directly (for the 3-story buildings) or by reference to official in writing that: the global Foundation Notes on sheet 500.103 (for the 1- a. The building pad was prepared in accordance with the soils report, story buildings). b. The utility trenches have been properly backfilled and compacted, and 19 c. The foundation excavations comply with the intent of the soils report." Provide a letter from the soils engineer confirming that the foundation/ grading RGC 3/26/2020 plan and specifications have been reviewed and that it has been determined that the recommendations in the soil report are properly incorporated into the 20 plans. Review letter provided 21 Where is detail 3, as noted on 5/H2 500.201? Coffman 3/26/2020 Reference is corrected to detail 4. 22 Where are details 17 & 19/508.221, as called out on 1/1­12-13 502.211? Coffman 3/26/2020 References are corrected to 16/508.221 and 19/508.214 23 Where are details 1, 2, 3 & 8/508.214, as called out on 2/H2-T 502.202? Coffman 3/26/2020 References are corrected to 1, 2, 3, & 8/S08.214 Please show how connecting structures starting on SheetH2-K 502.203 Coffman 3/26/2020 The connecting structures are designed as flexible accommodate the displacements between the adjacent buildings at each end diaphragms to span between the adjacent buildings, just as and provide lateral support for them. ASCE 7-10, Sec.13.3.2.2. flexible diaphragms withing a building span between lines of lateral resistance. The seismic mass of the connecting structures has been included in the seismic design of the guestroom and tower structures as a point load where the 24 connecting structure interfaces with the adjacent building. On Sheet H2-M 502.201, please specify the designation of all the pads, so their Coffman 3/26/2020 Sheet H2-M 502.201 is completed to indicate structural call - reinforcements can be ascertained, including the 12' sq pad. Also, call out all outs. 25 the SW's. note the CMU wall footing information. Please provide typical connection details & ref. throughout to cover all Coffman 3/26/2020 Typical framing details for Building H2-M, H2-P, H2-W1-2 & conditions on the foundation & roof framing plans for the lobby, paint box, pool H2-W3 appear on sheets 508.201 thru 508.206. These restroom & pool equipment buildings. Sheets H2-M 502.202 through H2-W details are referenced via the Framing Legend on sheet 502.301. 500.103. The user is directed to the legend from each 26 framing plan of these buildings. Please specify where all the details on the H2 S08 200 series of plans are Coffman 3/26/2020 27 referenced on plans. See response to comment 26. Collector Design Forces (SDC B. Collector elements, splices and their Coffman 3/26/2020 Collectors have been designed since the initial submittal on connections to resisting elements should be designed to resist the prescribed Bldg H2-M. Othere structures previously included forces. They must also have the design strength to resist the special load collectors. Framing plans include strapping call outs to combinations of ASCE 7-10, Sec.12.4.3 (Sec.12.10.2.1). Provide a legend on reflect the resulting requirments. Note that all structures in framing plans to delineate the drag connections for the non -light framing this permit applicaton qualify under exception 2 of ASCE 7- 28 portion of this project & ref. them to the connection schedule using HBS. 10, section 12.10.2.1. Requirements in Seismic Design Category D. (SDC D The structures Coffman 3/26/2020 "Except for the 3-story guestroom buildings (H2-GA, H2-GB assigned to SDC D should satisfy the followings, in addition to the and H2-GB1), the structures in this permit application requirements for SDC C: (ASCE 7-10, Sec.12.3): Please show how all qualify for analysis using flexible diaphragms under ASCE 7- irregularities, as applicable to this project are addressed on plans & calc's: Le., 10, section 12.3. where the SW's don't line with the ones below. This means the beams below the SW's, shall be designed for 1.25 x the prescribed loads & columns supporting Regarding Table 12.3-1 Horizontal Irregularities: such beams shall be designed for the special load combinations, as per next None of these irregulairies exist or are applicable to the item: flexible diaphram structures in this permit application. The guestroom buildings do not have torsional irregulairity by virtue of thier long aspect ratio (L'/W'=1/3.25, or less) and blocked diaphragm. Regarding Table 12.3-2 Vertical Irregularities: These irregularities only apply to the 3-story buildings in this permit application. None of the 3-story buildings contain vertical geometric, stiffness or strength irregulairies, nor in -plane offsets in 29 their seismic force resisting systems." a. Prohibited Horizontal and Vertical Irregularities for Seismic Design Coffman 3/26/2020 These structures are assigned to Seismic Design Category Categories D through F. Structures assigned to Seismic Design Category E or F D. Prohibitions related to SDC E and F are not applicable. having horizontal irregularity Type lb of Table 12.3-1 or vertical irregularities None of the these structures qualify as weak story Type 1b, 5a, or 5b of Table 12.3-2 shall not be permitted. Structures assigned structures (vertical irregularity Type 5b) to Seismic Design Category D having vertical irregularity Type 5b of Table 12.3- 2 shall not be permitted, except when subject to the limitations of Section 12.3.3.2. b. Plan or Vertical Irregularities. For structures having a plan structural Coffman 3/26/2020 None of the irregulairies identified in ASCE 7-10, Tables irregularity of Type la, lb, 2, 3, or 4 of ASCE 7-10, Table 12.3-1 (as shown in 12.3-1 or 12.3-2 exist or are applicable to the flexible Figure 10.7) or vertical irregularity Type 4 of Table 12.3-2, the design forces diaphram structures in this permit application. determined from Section 12.8.1 need to be increased 25 percent for the following connections: 1) diaphragms to vertical elements, 2) diaphragms to collectors & 3) collectors to vertical elements. (Sec. 12.3.3.4). 3/26/2020 Seismic Load Effect (SDC B - F) : Please see the previous item: Coffman 3/26/2020 See responses to previous item. Also, these buildings a. Seismic load effect, E. The seismic load effect, E, should be computed in qualify under exception 2 in ASCE 7, section 12.10.2.1. accordance with the following equation set forth in ASCE7-10, Section 12.4.2: E =pQE + 0.2SDSD b. Maximum seismic load effect, Em. The maximum seismic load effect, Em, should be computed in accordance with the following equation set forth in ASCE7-10, Section 12.4.3 to be used in the special seismic load combinations of 30 Section 12.4.3.2 Em = 0oQE + 0.2SDSD Note on plans that the framing members exposed to weather will be pressure Coffman 3/26/2020 No wood framing members are planned to be permanently treated with hot -dipped zinc -coated galvanized hardware. Sec. 2304.12.2.3 & exposed to weather. Steel members exposed to weather 2304.10.5.1. are required to be hot -dip galvanized on sheet S00.102, 31 note M.6, under Structural Steel. A comprehensive structural review will be done at back -check, once updated Coffman/Gensler 3/18/2020 Noted 32 plans and calculations are submitted for review & approval. ADDITIONAL 33 Please see attached for P/M/E items. To speed up the review process, note on this list where each correction item MA/Gensler 3/18/2020 Noted has been addressed, i.e., plan sheet, note or detail number, calculation page, 34 etc. Please indicate here if any changes have been made to the plans that are not a ALL 3/18/2020 Revision are clouded on sheets result of corrections from this list. If there are other changes, please briefly \describe them and where they are located in the plans. Have changes been 35 made to the plans not resulting from this correction list? Indicate: Yes No Thejurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, ALL 3/18/2020 Noted Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding 36 these plan review items, please contact ALI SADRE, S.E. at EsGil. Thank you. PLUMBING, MECHANICAL, ELECTRICAL, and ENERGY COMMENTS PLAN REVIEWER: Scott Humphrey ARCHITECTURAL PME ITEMS The licensed designer must sign the approved set of the plans. At final ALL 4/3/2020 Drawings will be stamped and sealed when ready for permit 1 submittal please remove "not for construction." issuance per dicussion with Aj Ortega The final set of corrected drawings to be reviewed for signing and sealingjust ALL 4/3/2020 Drawings will be stamped and sealed when ready for permit before the permits are to be issued. Each sheet of the plans must be signed by issuance per dicussion with Aj Ortega the person responsible for their preparation, even though there are no structural changes, before the permits are issued. Business and Professions 2 Code. Horizontal fire -resistive assemblies separating dwelling units or sleeping units MA Guestroom roofs are mainly unrated. Penetrations are not (CBC 420.3) must have the duct and air transfer openings protected as required located in rated roof areas by CBC 711.2.4.3, 713.10, 717.6 (Dampers/shafts). This is referring to the third- 3 floor rated ceiling where the exhaust fan penetrates this assembly. The doors serving electrical rooms containing equipment rated 800 amperes or Gensler all electrical room doors swing out. Stair tower electrical 4 more shall be out swinging and equipped with panic hardware. CBC 1010.1.10 room door revised to swing out. See shee H2-T A02.202 Detail the location of the required roof access ladder and hatch to provide the Gensler all hatches and ladders are depicted. Please see plans and required access to new roof mounted mechanical equipment, as per CMC, details per building. Note that not all buildings require 5 Section 304.3 permanent ladder/hatch access. Electric Vehicle Charging (California Green Building Standards): If the newly Gensler/MBI 3/18/2020 See Precise Grading Permit PGP 2020-003 for EV parking constructed building includes a parking design of 10 or more spaces compliance location and grading with Table 5.106.5.3.3 is necessary for EV future charging capability. Provide the following design requirements found in section 5.106.5.3: Number of future EV spaces required, installed raceway design, electrical capability 6 (amperes and location) and si na e. a. Be sure to also comply with Title 24 disabled access requirements for the EV Gensler/MBI 3/18/2020 See Precise Grading Permit PGP 2020-003 for EV parking stalls. Section 1113-228.3. location and grading If electrical vehicle charging equipment is installed: Provide a complete RBCE The EV charging stations will be furnished by Owner FF&E electrical design, including equipment specifications, a site plan, and an package in future. Electrical drawings are indicating conduit electrical branch circuit design, including load calculations. Include the provisions for future EV charging stations (Ref: H2 E00.050 compliance design for the accessibility requirements found in CBC 1113-228.3 note 13. Electrical distribution to support the future EV and CBC 1113-812.5. If this was part of a previous and/or future design then charging stations are indicated on the Single Line Diagram please state this on the plans. sheet H2 E08.101. Accessibility Documentation shall be 7 part of the Architectural drawings. PLUMBING (2016 CALIFORNIA PLUMBING CODE) Provide calculations to show compliance with CPC Table 422.1 "Minimum MA Minimum Plumbing Facilities Calculations are addressed on Plumbing Facilities" and occupant load CPC Chapter 4 Table "A". Please include the Architectural Documents. 8 the occupancy classification and the number of occu ants. In areas of residential accommodation piping material types ABS and PVC are MA PVC Piping for Waste is only being used below grade. 9 limited to buildings of two stories or less. CPC 701.2(a). California only. Please provide "Profile Drawings" for the Private On -Site Building Sewer MBI 3/18/2020 See Precise Grading Permit application PGP 2020-003 for 10 System and the Private On -Site Water System. Utility information. Identify the extent of the private sewer, water, and gas systems on the MBI/Gensler/NV5 3/18/2020 See Precise Grading Permit application PGP 2020-003 for plumbing site plan. Clearly specify, on the plans, which City Department is Utility information. responsible for the permitting, plan check, and inspections for the private utility Private Gas Utility plans by NV5 have been added to systems. If the City Building Department is the agency responsible for drawings permitting the site plumbing systems and the site plumbing is included under the scope of this building permit, then provide complete civil site utility plans 11 for CPC Chapter 7 Part 2 plan review Please show on the on -site private building sewer plans the maximum DFU MBI 3/18/2020 See Precise Grading Permit application PGP 2020-003 for values for each pipe length, to shown agreement with maximum DFU values in Utility information. 12 the CPC, Table 703.2 and 717.1. A complete review of the Private Building Sewer Systems will be done when the MBI 3/18/2020 See Precise Grading Permit application PGP 2020-003 for complete plans and calculations for the Private Building Sewer Systems are Utility information. 13 provided. Please provide complete on -site plumbing construction drawings for the private MBI 3/18/2020 See Precise Grading Permit application PGP 2020-003 for site water system, and private site building sewer system, private gas lines and Utility information. storm water systems; showing the sizes and locations of the public & private gas meters and public & private water meters; and the sizes, routes, and slopes of the building sewer, storm drainage system, site gas lines, and site water lines. Please provide private building sewer and storm water profile drawings. 14 15 Provide complete isometric drain, waste and vent plans. MA 4/2/2020 Will add to plans. Please show compliance with CPC, Section 707.4: "A cleanout shall be installed MA 4/2/2020 Noted. above the fixture connection fitting, serving each urinal, regardless of the 16 location of the urinal in the building." Detail how the floor drain trap seal is to be maintained. Some locations are not MA 4/2/2020 Will add to details. 17 shown. CPC 1007.0 Provide complete waterline sizing calculations: Include the water pressure, MA 4/2/2020 See sheet 1­12-P01.101 pressure loss calculations, water demands, and the developed pipe lengths. 18 ICPC 610.0 or A endix `A'. Describe the method of compliance for temperature limitations for the MA 4/2/2020 1. A thermostatic mixing valve has been provided at the following fixture types: public use lavatories (limited to 110 degrees) and water heaters to limit the distribution hot water to 120 deg (bathtubs, bidets, and showers (120 degrees)). Note: The water heater f. public lavatory faucets will have point of use mixing thermostat may not be used for compliance with this Code section. CPC 407.3, valves ;limiting the temperature to 110 degs F. 19 408.3, 409.4, 410.3, and Energy Standards 110(C) 3. Describe the method of compliance for temperature limitations for the public MA 4/2/2020 1. A thermostatic mixing valve has been provided at the use lavatories (limited to 110 degrees). Note: The water heater thermostat may water heaters to limit the distribution hot water to 120 deg not be used for compliance with this Code section. CPC 407.3. Energy f. public lavatory faucets will have point of use mixing 20 Standards 110(C)3. valves;limiting the temperature to 110 de s F. All water supply systems that have quick closing valves installed therein MA 4/2/2020 Water hammer arrestors are being provided. See detail (washing machines, flush valve fixtures, etc.) shall have devices installed as 6/1­12-PO4.201. close to the fixtures as possible to control the effects of water hammer. Please 21 detail. CPC 609.10 HCD Residential -Not in California. Provide gas line plans and calculations showing gas demands, pipe lengths, and MA 4/2/2020 Gas and gas riser diagrams shown on plans. 22 pipe sizing. CPC 1216.0 23 Please provide the grease interceptor sizing calculations. CPC 1014.0 MA 4/2/2020 Grease interceptor calcs to be on plans. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) Provide smoke detection in the supply air duct of an "air -moving system" for MA 4/2/2020 MA - Note has been added to provide smoke detector shut required shut-off of equipment for smoke control. CMC Section 608.1 offs to the air -handling systems providing 2,000 cfm or 24 more. • An "air -moving system" is a system designed to provide heating, cooling, or MA 4/2/2020 MA - Note has been added to provide smoke detector shut ventilation in which one or more air -handling units are used to supply air to a offs to the air -handling systems providing 2,000 cfm or common space or to draw air from a common plenum or space. more. The note is not a general note and it applies only to • I see the general note in the equipment schedule, however, please indicate on the equipment noted and provides the location required per the plans the location at the unit. code. Electrical outlets are required to be installed within 25' of mechanical RBCE/MA 4/2/2020 Electrical drawings are in compliance with stated equipment. Please include outlet locations, the receptacle specifications (GFCI requirements. & weather -resistant), and the extra duty cover specification. CMC 303.8.5 & -Reference sheet 1­12-E03.102, key note 1. CEC 210.63 -Reference sheet 1­12-M E03.103, key note 1. -Reference sheet H2-P E03.101, Key note 13 added to sheet. -Reference sheet H2 T E03.101, Key note 9 -Reference sheet H2 T E03.102, Key note 9 -Reference sheet H2 T E03.103, Key note 9 25 -Reference sheet H2 T E04.101, Key note 9 Review with the architect the locations that require (fire/ceiling radiation/or MA/Gensler 4/2/2020 MA - A note has been added to the exhaust fan schedule fire/smoke) dampers and/or shaft protection and identify installations on the sheet for the unit serving the hotel individual restrooms to mechanical plans themselves. The concern is the exhaust fans in the individual be provided with UL listed ceiling radiation damper (CPD). 26 \units. Provide plans, details, and calculations to show compliance with CMC Chapter MA 4/2/2020 MA - There is no mechanical Refrigeration Machinery Room 11 for a "Refrigeration Machinery Room": with chillers, etc. as listed in the CMC Chapter 11. All • Clearly show the refrigerant classification, the amounts of each system mechanical equipment (package units and condensing refrigerant used, and the Al system horsepower rating. units) with refrigerant are located on the roof or on grade. • Provide exits as required per CBC 1006.2.2.2. & CMC 1106.3. No requirements for refrigeration machinery room. • "Equipment, piping, ducts, vents or similar devices that are not essential for the refrigeration process, maintenance of equipment or for the illumination, ventilation or fire protection of the room shall not be placed in or pass through 27 a refrigeration machine room." CMC 1108.1 • Provide the calculations demonstrating compliance with the exhaust MA 4/2/2020 MA - There is no mechanical Refrigeration Machinery Room requirements found in CMC 1107.0 with chillers, etc. as listed in the CMC Chapter 11. All • Show the ventilation discharge clearances as per CMC 1107.7 mechanical equipment (package units and condensing • Show the required emergency controls for the refrigeration machinery room units) with refrigerant are located on the roof or on grade. ventilation and equipment. CMC 1107.6 & 1108.3 No requirements for refrigeration machinery room. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) City of La Quinta policy Aluminum conductors shall only be permitted to feed RBCE 3/27/2020 Provide written City of La Quinta Requirements and Local main electrical panels or sub -panels. Such aluminum conductors shall not be Code References that limit the use of Aluminum 28 smaller than 1/0 AWG. conductors. H2E08.10 SLID is depicting aluminum conductors to the underground grounding RBCE 3/27/2020 Comment in reference does not apply applicable building or electrodes. AL shall maintain 18-inch clearance to earth. Please explain how city bulletin stating aluminum conductor cannot be used for this clearance will be maintained. the grounding electrode. CEC 250.62 states the grounding 29 electrode conductor can be Aluminum. H2E08.101- at DB-LPB the feeders to LPB1 & LPB2 are undersized for 225 RBCE 3/27/2020 Conductors upsized from 250kCMIL AL to 300kCMIL AL. 30 amps. See revised Sin le Line Diagram sheet H2 E08.101 H2E08.101- for all transformers that have primary only overcurrent protection RBCE 3/27/2020 All Transfomers are Designed with Secondary overcurrent provide justification per CEC Table 450.3(B). please show your math. protection within 10' conductor length of transformer 31 secondary lug tap. No revisions required. H2E08.101- feeder from MSB H2 to MDS-PB (Paint box) is undersized. RBCE 3/27/2020 Conductors upsized from 250kCMIL AL to 300kCMIL AL. 32 See revised Single Line Diagram sheet H2 E08.101 For all transformers utilizing the tap rule (240.21(C)(2) provide ampacity RBCE 3/27/2020 The comment in reference is actually referencing calculations and show compliance with all four parts. Show your work to 240.21(C)(3) 25' foot tap rules. Our design complies with include primary to secondary voltage ratio to determine secondary conductor the 240.21(C(2) 10'foot tap rule which does not have this 33 ampacit . requirement. No revisions required. H2E08.101- feeder from DBLD to PNL MDl is undersized. RBCE 3/27/2020 2 sets of 250kCMiL AL are adequate for a 400A panelboard 34 feeder. No revisions required. H2E08.102 - feeder from MDB-A to DBHA are undersized for 600 amps. RBCE 3/27/2020 Corrected to indicate 2 sets of 500kCMIL conductors. See 35 revised single line diagram sheet H2 E8.102 H2E08.102 - feeder from DBHA (via XFMR T-DBLA) may have a type 4000kcmil RBCE 3/27/2020 Corrected to indicate 400kCMIL conductors. See revised 36 Q) Sin le Line Dia ram sheet H2 E08.102 37 H2E08.102 - feeder from DBHA to PNL UA is not identified. RBCE 3/27/2020 Corrected to indicate feeder size H2E08.102 - feeder from DBLB to PNL MB1 is undersized for 225 amps. RBCE 3/27/2020 Conductors upsized from 250kCMIL AL to 300kCMIL AL. 38 See revised Single Line Diagram sheet H2 E08.102. H2E08.102 - feeder from DBLC to PNL-MC1 is undersized for 225 amps. RBCE 3/27/2020 Conductors upsized from 250kCMIL AL to 300kCMIL 39 AL. See revised Single Line Diagram sheet H2 E08.102. H2E08.103 - feeder from MDP-S to XFMR T-EVPB 30kVA (480-208/120v) the RBCE 3/27/2020 Corrected circuit breaker size to match transformer overcurrent device is oversized - see Table 450.3(B). KVA rating. a. 30kVA @ 480 = 36.1 amps x 125 i = 45.125 / next standard size breaker 40 is 50. Currently protected by 125-amp breaker. H2E08.104 keynote #8 is missing. RBCE 3/27/2020 Corrected as noted. See revised Single Line Diagram 41 sheet H2 E08.104 42 H2E08.104 feeder from DB-SB-H2 to SBSH1 is undersized for 250 amps H2E08.104 - 15 kVA transformer primary (only) overcurrent protection is RBCE 3/27/2020 All transformers are provided with secondary current oversized - please review all locations and reference Table 450.3(B) CEC protection. No change required. a. Example 15kVA =18.1 amps - times 125 r = 22.62 next standard size 43 breaker is25 H2E09.103 PLN schedule SBLA is not legible. RBCE 3/27/2020 Corrected as noted. See revised panel schedule SBLA sheet 44 H2 E09.103 Out swinging door(s) equipped with panic hardware are required for access Gensler 4/2/2020 doors at electrical equipment rooms with 800 amperes or doors for rooms containing electrical equipment rated 800 amperes or more. more shown to comply. Electrical rooms are not rated that 45 Revise the architectural design and door schedule. CEC110.26(C)(3). high Access doors are required to be located at each end of large services (1,200 Gensler/RBCE 4/2/2020 note. n/a amperes or more and over 6' wide). Please review the design and provide double the CEC 110.26(A)(1) clearance distance or add an additional door. See 46 CEC 110.26 for additional design options. Item 28 & 29 are regarding some of the equipment on the single line drawing Gensler 4/2/2020 need clarificaition. All doors at all electrical rooms swing are not shown on the plans. I could not locate MSB-H2 to ensure two doors that out 47 swing outward. ATS(s) and generator locations not shown and were not reviewed. Gensler/ RBCE 3/18/2020 Generator for this project is located in adjacent SS building 48 under permitapplication BCPR2019-004. Emergency illumination is required to be installed in electrical equipment RBCE All Electrical room are provided with Emergency rooms. Please verify. CBC 1008.3.3 CEC 700.16 Illumination refer to the lighting drawings Fitness Electrical Room 161, fixture A4E Hotel Electric Room 142, fixture A4E Paintbox, Not required panels are located outside. Tower 1 Electric Room, fixture A4E Tower 2 Electric Room, fixture A4E Tower 3 Electric Room, fixture A4E Tower 4 Electric Room, fixture A4E -Tower 4 Electric Room, fixture A4E 49 No revisions required. 50 Fire resistant construction describe and detail on the plans the following: a. All fire-resistant rated assemblies Gensler 3/27/2020 A10.100 decribes all assemblies. All assemblies are called out in either plans, elevations, sections etc. a. All fire-resistant rated assemblies Gensler 3/27/2020 A10.100 decribes all assemblies. All assemblies are called out in either plans, elevations, sections etc. c. All membrane penetrations Gensler/RBCE 3/27/2020 H2 A09.601 describes penetrations, installation, UL, mfr. i. For a, b, c above please include the following: 1. Installation instructions 2. UL listings/file number(s) 3. Manufactures name of the product proposed for the installation CEC 422.51 If installing vending machines, they shall be provided with GFCI Gensler 3/18/2020 No vending machines in project 51 protection. The GFCI device shall be readily accessible. CEC 422.52 If installing drinking fountains, they shall be provided with GFCI RBCE 3/27/2020 Noted 52 protection. The GFCI device shall be readily accessible. Identify on the plans the location of all receptacles in compliance with 406.9 for RBCE 3/27/2020 Refer to power plans, all receptacles on power plans weather -resistant type and appropriate covers for damp or wet locations. that are located outdoors or in wet locations are 53 indicate with "WP" meaning weatherproof and "GFCI" Identify all locations requiring Tamper -Resistant Receptacles (TRR) and provide RBCE 3/27/2020 See corrected and updated electrical sheets. Added a all locations on the plans, 406.12 General Note to the following power drawings requiring tamper resistant receptacles in childcare facilities & Hotel guest rooms: H2-F E03.101, see added General Note 13. H2 E06.101, see added General Note 14. H2 E06.102, see added General Note 14. H2 E06.103, see added General Note 14. H2 E06.104, see added General Note 14. H2 E06.105, see added General Note 14. H2 E06.106, see added General Note 14. H2 E06.107, see added General Note 14. H2 E06.108, see added General Note 14. 54 a. In all dwelling units as specified in 210.52 (15 and 20 ampere receptacles). RBCE 3/27/2020 See corrected and updated electrical sheets. Added a b. In guest rooms and guest suits of hotels and motels. General Note to the following power drawings c. Childcare facilities requiring tamper resistant receptacles in childcare d. Any location(s) that meet the Article 100 definition of a "Dwelling Unit' facilities & Hotel guest rooms: requires TRR H2 F E03.101, see added General Note 13. H2 E06.101, see added General Note 14. H2 E06.102, see added General Note 14. H2 E06.103, see added General Note 14. H2 E06.104, see added General Note 14. H2 E06.105, see added General Note 14. H2 E06.106, see added General Note 14. H2 E06.107, see added General Note 14. H2 E06.108 see added General Note 14. Lighting fixture schedule is incomplete and does not list all the luminaries such RBCE 3/27/2020 Reviewed light fixture schedule and it appears to be as emergency lighting. partially complete (luminaire general discription, lamp requirements, mounting, dimming, manufacturer model #, Input watts, volts, total lumens, Egress Mode Total lumens. The Light fixtures are the same for both normal and emergency fixtures, the difference is the egress light fixtures are connected to emergency generator distribution or central lighting inverter whereas normal fixtures are connect to normal power distribution system. Back of House fixture types Al thru A13E descriptions are comeplete. No revisions required. 55 Fitness center emergency egress plan is blank, H2.FE05.101. Please include E RBCE 3/27/2020 Corrected as noted. See updated egress ligthing plan lighting egress photometric plans for all lighting locations, restaurant, lounge, sheet H2-F E05.101 56 paint box, etc. Sheet H2E06.103 shows a receptacle outlet in the bathtub location and violates RBCE 3/27/2020 Corrected as noted. Receptacle removed see updated 57 CEC 406.9(C). sheet H2 E06.103. • The following comments have referenced sections in the Energy Standards. If RBCE 3/27/2020 Title 24 lighting conformance calculation are based on a section reference begins: 110; 120; or 130, it is mandatory. Section 140 refers complete building method. Title 24 conformance to Prescriptive Method of Compliance. documents are located on sheets H2-E00.003 & H2- E00.004. See revised sheets. For plans submitted for plan check on or after 1/02/17, provide an energy RBCE/MA/Gensler 3/27/2020 This is a mechanical engineer comment design detailing compliance with the Mandatory Measures and either the Performance or Prescriptive Methods of compliance. The Prescriptive design and the latest Performance software programs are available at: 58 www.energy.ca.gov/title24/2016standards A complete energy design was not provided for review. Please ensure all sheets RBCE/MA/Gensler 3/27/2020 This is a mechanical engineer comment are signed by the responsible party. Mechanical energy run was provided but 59 not signed. A complete energy plan check will be performed after completed and/or the RBCE/MA/Gensler 3/27/2020 updated T24 provided 60 corrected energy design has been provided. On the plans clearly show the building envelope design as applicable: Gensler/MA 3/27/2020 refer to mechanical engineers calculations insulation design, fenestration specifications, door insulation specifications, 61 radiant barrier, and the roof covering specifications Hot water piping is required to be insulated as follows: 1" pipe size or less: 1" MA 4/2/2020 Noted thick insulation, larger pipe sizes require 1%'thick insulation. See Table 120.3- 62 A. Instantaneous water heaters (rating greater than 2 kW) shall have isolation MA 4/2/2020 Noted valves and hose bibs installed on both the cold -water supply and hot water 63 output piping. ES 110.3 Solar Ready: (Multifamily and non-residential buildings of three stories or less) and Gensler 3/18/2020 See roof plans sheet note 1 and hatch for solar ready zone. (hotel/motels and high rise residential often stories or less) are required to be H2-M A02.206, H2-F A01.201, H2-GA1 A02.201, H2-GA2 "Solar Ready" and meet the following design criteria: A02.201, H2-GB1 A02.201, H2-GB2 A02.201, H2-GB3 A02.201, H2-GB3 A02.201, H2-GB3 A02.201, H2-GB6 A02.101, H2-GB7 A02.101, H2-GB8 A02.201, H2-P 64 A02.202, H2-W A02.201, H2-W A02.203, Designate a "Solar Zone" (describe the area and location/See CRC R331 or CBC solar ready zones demarcated on plans. 3111) and the inverter, metering equipment, and the pathway locations 65 between the solar zone and equipment. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, MA/RBCE 3/181/2020 Noted and Energy plan review list please contact Scott Humphrey at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. Fire Comments Electronic plans provided (Volumes 1, 2 and 3) were difficult to navigate due to missing bookmarks for all pages. The Drawing Index was not 1 consistent with the submitted documents. GEN 4/2/2020 Noted Provide a building addressing and unit addressing standard in 2 compliance with RVC Fire Dept. Standard FPS 07-01. GEN 3/27/2020 See revised sheet H2-M A03.101 for address location 3 Sheet H2 A00.001 Items: Building Code Data - Pendry Hotel Guest Rooms i) "Fire Protection" identifies NFPA 13R fire sprinkler system. CBC Table 504.4 requires minimum NFPA 13 (Commercial) for 3-stories proposed Type VB. ii) "Stories" states "3-Story - Allowable 3 story, with area increase". Correct to "... without area increase (CBC 2016, Table 504)". iii) "Areas" is confusing. It appears to be tallying all of the Guest Rooms, Main Building, Stair Towers and Fitness Center together. This gives the impression i.) correction made on H2 A00.001. ii.) correction that it is to be considered 1-building.*Lobby Area is also called out under made on H2 A00.200. iii.) area calculations are separate section on this same sheet. GEN 3/27/2020 broken out further on revised H2 A00.001 b) Building Code Data - Pendry Main Lobby, Restaurant i) "Fire Protection" identifies NFPA 13R fire sprinkler system. This is a detached commercial structure and requires a NFPA 13 (Commercial) system. ii) "Stories" - States "allowable 3 story, with area increase." A-2 occupancy is most restrictive and advises 2 story without area increase. i.) correction made on H2 A00.001. ii.) noted. iii.) iii) "Areas" section did not provide any area calculations for this separate area calculations are broken out further on revised H2 building. Provide calculations and code analysis. GEN 3/27/2020 A00.001 c) Provide additional Building Code Data for all structures included in the information added to Sheets H2 A00.001 and H2 submittal: Fitness Center, Paint Box, Pool Equipment Room, Restrooms, etc. GEN 3/27/2020 A00.200 d) Update Fire Dept. Submittals & Permits and Deferred Submittals to include: i) Private Fire Main ii) Hood Suppression System iii) Hazardous Materials Storage/Use iv) Refrigeration System GEN 3/27/2020 added to H2 A00.001 Sheet H2 A00.006 identifies a 25'1.5" Fire Separation Distance of the Module 61 GR from the Shared Services (Separate Submittal) building. This is not consistent with the detail in that submittal. The other detail shows Module B having a 16'6" separation to "Proposed Property line" and another 10' setback distance of the Shared Services building from that all information now provided on sheet H2 A00.200 for 4 property line. GEN 3/27/2020 clarity In reviewing Sheet S1 A00.504 in comparison to the provided siteplans and architectural details, the fire access path detailed running through the "Exterior Loading/Storage" area of the Main Building and between Module B4 is actually The actual hosepull should be throug stair tower not 5 not accessible. GEN 3/27/2020 utlity yard Identify the location of the Fire Riser (and Standpipe where applicable) on all in ormation aclaed to sheets. See series an - 6 buildings floor plan details included in the submittal. GEN 3/27/2020 M Sheet H2 A00.200 Details: a) Module B4 and Main Building are presenting with 10'2" and 7'6" FireSeparation distance of 2 small wall sections. See CBC Table 602 for fire rating requirements if considered separate buildings. (See Sheet H2- M A02.201) b) Fitness Building F and Module B5 show a Fire Separation Distance of 11'11". See CBC Table 602 For Fire Rating requirements if considered 7 separate buildings. GEN 3/27/2020 sheets updated with correct information Sheet H2 AOO.203: a) Provide an egress code analysis and cross-section detail of the egress stairway inclusion in compliance with CBC 1017.3. (See also Sheet H2-G A05.101) b) CBC Table 1017.2 identifies a maximum Exit Access Travel Distance for R occupancy to be 250-feet.*350-feet is shown on the plans. Explain. i) CBC 1017.2.1 does permit UP TO 100-feet increase when provided with an Exterior Egress Balcony. If this is what is proposed, make it clear on the plan details. *Shall also clearly identify compliance with CBC a.) information provided. B.) text corrected to 250' c.) 1021. stair is more than 10' away from everything except 8 c) The Stair Towers associated with Module B2 and Module B7 appear to GEN 3/27/2020 egress balcony No outside storage. Thre yard is used to for staff and mainenanc vehicles to arrive. The restaurant storage is wthin the kicthen area112, refuse is stored in refuse room 141 and there are storage cabinets fro foocie On sheet H2-M A02.201— Identify the proposed storage locations. CFC supplies in room 122. The main storage is loacted in SS 9 315.4 may be applicable. GEN 4/3/2020 building in the OCC complex. Include a Wall Legend on H2-GA sheets where applicable that visually identifies the different wall details and includes identification of rated 10 assemblies. GEN 3/27/2020 wall legends are on H2 A10.100 and H2 A10.110 Provide a Door and Hardware Schedule. a) Door Type D is detailed as Lock -Off Door. This door is shown in what appears to be a 1-hour fire rated partition assembly. Provide clear 11 description of door and hardware classification where appropriate. GEN 3/27/2020 provided door schedules updated Previous communication with the development team and by part o submission of an Alternative Materials & Methods (AM&M) request included commentary and details of (2) Fire Service Access Elevators be provided in the Stair Towers.1 for East and 1 for West sides All Elevators are gurney size elevators. Elevator are of the Pendry Hotel. Plans do not clearly identify the provisions of such. not fire service elevators per CBC 3007, this is not a For consistency with the proposal, update plans to show these elevators high rise. A firemen override is provided. Auomatic 12 in compliance with CBC 3007 and other appropriate referenced sections. GEN 3/27/2020 ground level return under fire alarm. Structural Plan and details shall specifically identify the dead load See note A.2 on sheet H2 500.101, under "Structural capacity as including the weight of the water filled fire sprinkler pipe. Notes:' For itemized determination of dead loads, see 13 Identify the psf or other measurement used in factoring this specific COF 4/3/2020 pages aGC-7 and aGC-8 in the structural calculations. Electrical Plans do not appear to be complete. Many Guest Room sheets did not identify lighting or wall installations. a) Provide Details of the locations for Egress Lighting and Illuminated 14 Exit Signs to be located on the Exterior Egress Balcony. 3/27/2020 see updated E plans 15 Electrical Plans — Main Building a) Light Fixture schedule identifies b) Public Restrooms exceeding 300 square feet shall be provided with Emergency Egress Illumination. c) Identify additional Emergency Egress Illumination provisions in compliance with CBC 1008.3. i) Lobby and Restaurant areas appear to have not been provided with any emergency illumination. ii) Electrical Room d) Provide Additional Exit Sign at the door nearest the exterior Loading Roll -up door. e) Provide additional directional Exit Sign at the pass -through area between the Restaurant Dining and the Lobby/Lounge to better identify the location of the required 2nd exit for the Dining area. 3/27/2020 see updated E plans 16 Kitchen/Restaurant: a) Provide details of the location of CO2 (carbon -dioxide) for beverage dispensers. Identify the proposed quantity in storage and use in Pounds. i) Identify any required compliance with CFC 5307 and what protection is being provided. Include details. We only have this is one location and it is a 501b tank. Therefore we are not required to meet the code compliance stated in the comment. 17 Refrigeration System requires a separate submittal for Fire Permitting. Plans and submittals provided shall comply with CFC Section 606 and provide adequate detail. Gen/ TMA Noted 18 Project No. 55.7598.500 Plan Check No. BCPR2019-0013 Project Name SilverRock Resort Pendry Hotel Revised 6/19/2020 City Comment Tracking List Issue No. Issue/Comment Responsibility Date Responded Response Date Closed SECTION A— GENERAL Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer's name and telephone 6.12.2020 Name and telephone number are located on sheet number and electronic -signature. If the preparer is a licensed architect or engineer, all documents prepared by that G00.001. Signatures and seals are part of drawing set. licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code'5536. 1 Resubmittals will not be accepted with signatures missing Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at 6.12.2020 (760) 777-7047 with questions regarding the following comment(s): a) Prior To Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan In progress by MBI civil engineer. This item, unless ii) Pad Elevation Certs resolved prior to permit issuance, will become a condition 2 iii) Compaction Report of the approval per conversation with Aj Ortega. Provide Riverside County Fire Department approval of this Project. Please contact Kohl Hetrick in the Fire Division 6.12.2020 see below directly at (760) 777-7074 with questions regarding the following: 3 a) See separate review list attached below. SECTION B— ARCHITECTURAL / MEP /STRUCTURAL 1 The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached. SECTION C — MISCELLANEOUS COMMENTS Red marks on Plans, even if not specifically mentioned in this list, indicate items needing correction. Revise Plans as 6.12.2020 no redlines received 1 necessary and provide written response, noting where correction can be found. Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be 6.12.2020 noted 2 performed when Plans are complete. Fire Comments Sheet H2 A00.001 Items: a) a) Building Code Data — Pendry Hotel Guest Rooms i) revised from R13 to 13 I) "Fire Protection" identifies NFPA 13R fire sprinkler system. CBC Table 504.4 requires minimum ii) Corrected to with height increase in lieu ofarea NFPA 13 (Commercial) for 3-stories proposed Type VB. increase. Allowable Area calculated per CBC 506.2.3 / ii) "Stories" states "3-Story — Allowable 3 story, with area increase". Correct to "Allowable 2 story, equation 5-2 for single occupancy multistory buildings. with area increase (CBC 2016, Table 504)". iii) Only height increase iii) CBC Chapter 5 does not permit the coupling of both allowable height(/story) and area iv) Corrected to with height increase lieu of area increase. Allowable Area calculated per CBC 506.2.3 / increases. You only get one. As type VB construction proposed, either the allowable area or equation 5-2 for single occupancy multistory buildings. the allowable stories is exceeded. *Changing the construction type to VA with area increase would accommodate the 3 stories and current proposed area calculations. iv) At the bottom of this section it states "ALLOWABLE 28,000 GSF WITHOUT INCREASE CBC 2016 506.2 AND 506.3". Provide breakdown of CBC Equation 5-2 and 5-5 to support 1 b) Building Code Data - Pendry Main Lobby, Restaurant b) i) "Stories" - States "Allowable 3 story, with area increase." A-2 occupancy is most restrictive and i) this building is one story, code compliant advises 1 story area increase. Not addressed. ii) this building has 16,015 sf, code compliant ii) "Areas" section requires correction of "ALLOWABLE 28,000 GSF WITHOUT INCREASE" as A-2 is most restrictive per Table 506.2 = S1- 24,000 GSF without height increase. c) Building Code Data - Paint Box / Pool Equipment Building / Pool Restroom Buildings c) Paint Box corrected to NFPA 13 sprinkler system. i) All of these structures are to be provided with a NFPA 13 fire sprinkler system as mitigation for extended hose -lay i) Pool equipment building and restroom structures to distances from nearest Fire Access. Correct the reference of NFPA13R to NFPA 13. receive a CFC 903.3.8 for Limited Area Sprinkler System d) Update Fire Dept. Submittals & Permits and Deferred Submittals to include: Not Addressed d) i) Private Fire Main i) the private fire main is part of the civil permit uPGP 2020 ii) Hood Suppression System 003 and cannot be deferred with this permit iii) Hazardous Materials Storage/Use ii), iii) , iv) added iv) Refrigeration System Sheet S1 A00.504: a) Second door not added per direction by FM on a) In reviewing Sheet S1 AOO.504 in comparison to the provided siteplans and architectural details, the 6.15.2020 fire access path detailed running through the "Exterior Loading/Storage" area of the Main Building b) two class 3 /250 gallon stand pipes in recessed wall and between Module B4 is actually not accessible. Not Addressed. cabinets added at west and east side of main building at b) Fire Chief Robert Fish has advised that operationally they will require a standpipe/hose-valve approach direction. on both side of the Pendry Main Lobby/Restaurant building where indicated on this sheet. C) added note and changed legend Preferred to have wall mounted or cabinet assembly. 2 locations are identified (one of this is replacing the location of the "Free-standing Wet Standpipe". (See H2-M A02.203, 204 and A06.114 for identified preferred locations near point of building accesses.) 2 c) Property line near Shared Services building is shown but not identified. Sheet H2-M A10.301: Door 112F and 142A have been changed to 3/4 hr. fire 3 a) Door 112F and 142A are part of a fire rated assembly but do not show a "Fire Rating". rated Sheet H2-F A02.201- The fire riser location in a small wall pocket is not meeting the minimum standards established fire riser relocated next to janitor closet to allow for by RVC Technical Policy 14-001 requiring a minimum 18-inches of clearance around the sides of the fire riser clearances of 18" 4 assembly. Sheet H2-W A02.202 - Due to extended Fire Access distance to this structure, a wall -mounted FDC (as shown) shall Pool equipment building and restroom structures to not be used. A remotely located PIV/FDC assembly located near the fire access will be required. receive a CFC 903.3.8 for Limited Area Sprinkler System. 5 Those systems do not Structural Plan and details shall specifically identify the dead load capacity as including the weight of the water filled As discussed between Coffman Engineers and Cal Fire by fire sprinkler pipe. Identify the psf or other measurement used in factoring this specific load. phone on June 9, 2020, the 1.5 psf allowance that has been a) This submittal identified a minimal factor of only 1.5 psf for water -filled fire sprinkler pipe both for "Common used in the structural design provides sufficient loading Buildings" and "Guestroom & Tower Buildings". This seems very low in consideration. capacity within which to work when the specific design of the Fire Sprinkler System is undertaken. To put this in perspective, 1.5 psf is enough load allowance for 4" main lines to theoretically be located in parallel at 11 ft on center throughout all the buildings; or for 1V branch lines to be located in parallel at 2 ft on center throughout all the buildings. Of course, the sprinkler line configurations will not be this closely spaced. 6 i) Provide supporting evidence that the 1.5 psf is sufficient for the type of fire sprinkler sytems to be installed due to The design of the Fire Sprinkler System is a deferred allowable height/area increases (NFPA 13)(Light vs. Ordinary depending on structures proposed). approval item and a delegated design. As such, we do not (1) Type of piping likely to be used (CPVC vs. Steel) yet know the specific configuration of the lines and will not (2) Nominal Dimensions of all piping to be used. know this information until the design is developed by the (3) Weight of each pipe size and type for 1-foot water -filled. Fire Protection subcontractor, during the construction (4) Span between structural elements supporting pipe as a factor. phase of the project. ii) Identify/clarify for me whether this is for spread or point loading, as many of these buildings will be served by modest overhead fire sprinkler main sizes. Perhaps detailed/designated overhead main routing areas should be Because the design of the Fire Sprinkler System is deferred, considered, whereas the rest of the area can be identified for a conservative spread loading of all branchline uses. the details of its structural support have not yet been iii) Identify whether the top or bottom chord (or both) may be used in determined by the party(ies) who will be responsible for strapping/securing/hanging the fire sprinkler piping. determining those details. iv) Pendry Main Lobby/Restaurant is being conditioned to provide (2) wall -mounted hose -valve connections, similar to a Class I standpipe, and likely to be served by the overhead fire sprinkler system with minimum design flow requirements. This will likely require a sizeable overhead main to supply these points. These impacts should be investigated now. In the absence of specific information about the configuration of the fire sprinkler lines, we have taken the following steps in response to your requests on June 9: 1. We shared with you, the attached table that uses the wet weight and span limits of steel Sch 40 pipe, to predict hanger loads from the fire sprinkler lines and to demonstrate the ability of the structural roof system to carry those hanger loads. 2. We adjusted Structural Note A.2 on sheet 500.101 to document the use of 1.5 psf for the Fire Sprinkler System dead load allowance. 3. We adjusted Note B.1 to clarify that deferred approval is required by the City of La Quinta Building Official for the Fire Sprinkler System Structural Support. 4. We relayed this instruction to Gensler for similar clarification on sheet A00.001. In the case of the Main Lobby/Restaurant roof of the H2-M building, there are significant instances of structural steel members (required for other structural reasons) that will provide significant strength to support the anticipated Main. Provide Details of the locations for Egress Lighting and Illuminated Exit Signs to be located on the Exterior Egress Added Exit Sigs. See sheets H2 E01.105 - H2 E01.110, H2 Balcony and routing to the public way. Not duplicated in the Electrical Plans from the updated Architectural (See H2 E01.117 - H2 E01.122 7 A00.212, 213, 221, 231, 232, 233) Electrical Plans — a) See ATS-LS and ATS-SB control cabling and conduit for a) Sheet H2 E08.104 — Keynote 8 is not identified but shown on the sheet. keynote 8. See revised sheet H2 E08.104. b) Sheet H2 E08.104 — New Panel SBS and LSS reference Hotel "Hl". Should it be "H2"? b) Yes, typing mistake corrected as noted. See revised label 8 on sheet H2 E08.104. Electrical Plans — Main Building Added Exit Sig and additional directional Exit Sign. See a) Provide Additional Exit Sign at the door nearest the exterior Loading door. (See Sheet 1­12-M E02.101 for noted sheets H2-M E02.101 and H2-M E02.102. location. May need to be directional and weather/outdoor rated.) b) Provide additional directional Exit Sign at the pass -through area between the Restaurant Dining and the Lobby/Lounge to better identify the location of the required 2nd exit for the Dining area. (See Sheet H2-M E02.102 for noted location) 9 Estill GENERAL Please make all corrections and submit two new stamped and signed complete 6.12.2020 Noted 1 sets of prints,to: The jurisdiction's building department. PLANS Please indicate on Sheet H2 A00.001 that the lazy river and pool are under a 6.12.2020 Pools and water features are under a separate permit separate permit. Otherwise, provide complete architectural/ structural/ plumbing plans and calculations for them. 2 [See scope of work]. Scope of work has not been updated. Comment response says this will be done next submittal. "Permit 2nd Cycle- Volume 2" plans for just the Food and Service building 6.12.2020 The City of LaQuinta requested that only ASMPE was submitted. These plans are not stamped and signed and do not documentation to be submitted and approved. Gensler contain any other discipline drawings. Is there a reason these are separate selected to submit additional information for reference. sheets and not combined with the full set? The food service drawings are one example of those for reference drawings. The Riverside Department of 3 Environmental Health has already approved all food MISCELLANEOUS On Sht. 1 A00.504, clarify Type IIIB Construction noted, versus V-B elsewhere. S1 A00.504 Note has been changed to all structures to be Comment still open as under "Note" on sheet S1 A00.504 it still states VB construction type. 6 buildings to be Type III-B. STRUCTURAL Please show how connecting structures starting on SheetH2-K S02.203 See attached calculations indicating that max shrinkage accommodate the displacements between the adjacent buildings at each end per each strap of.165" is negligible for buckling over 19.25" and provide lateral support for them. ASCE 7-10, Sec.13.3.2.2. Bridges span height ( 2-2x top plates+3/4" floor ply+ 14" floor connecting two separate structures will require a seismic gap to resolve depth+2x sill) in strap/hold-down system used to resist pounding between the 2 buildings during an earthquake. The seismic gap uplift overturning tension forces only. shall be designed for the worst -case lateral displacement (roof level) for each building and sized as the Square Root of the Sum of the squares of movement for each building. There is not a way to keep these buildings connected during all modes of movement. The response stating that it is designed like the diaphragm within a building is not accurate as the buildings are free to move in different directions and not contained in the 7 same "shell of a building". For a 3-story wood building using straps and not a continuous tie -down Tie -downs not used on project and is removed from the system with a take up device provide building shrinkage calc and verify drawings 8 straps will not buckle when building shrinks. 9 Remove tie -down details if no tie -downs are used on project. See attached for hold-down anchorage calculations 10 Provide anchorage calcs for hold downs. Cantilever Diaphragm: Provide complete cantilevered diaphragm calcs for See attached calculations for worst case at the roof level wood diaphragm of structure. NDS SDPWS chapter 4.2.5 must be followed diaphragm indicating that diaphragm can be idealized as along with 4.2.5.2. When idealized as rigid make sure the in -plane rigid. deflection of the diaphragm is less than 2.5 times the average deflection of the shear walls at that story. The worst case need only be looked at, so just the roof level as this will have the most deflection. Please show how all required items are being addressed when calculating diaphragm deflection 11 including rotation of diaphragm added to lateral deflection For flush beams at exterior walls as example building B along gridline B See revised drawings for straps added to Grid B. provide straps between flush beams and rim beam to transfer load and keep continuous chord. These flush beams interrupt the rim beam, and 12 nothing connects them to transfer the force. Provide stud calculations for project showing all loading and for all stud See attached for stud calculations where studs at design per CBC Table 721.1(2), footnote "m"; The design stress of studs guestrooms grid C governs. All slenderness ratios are shall be reduced to 78% ofallowable F'c with the maximum not greater below 33. than 78%of the calculated stress with studs having a slenderness ratio of 13 le/d of 33. ADDITIONAL 15 Please see attached for P/M/E items. To speed up the review process, note on this list where each correction item has 6.12.2020 Noted 16 been addressed, i.e., plan sheet, note or detail number, calculation page, etc. Please indicate here if any changes have been made to the plans that are not a 6.12.2020 Noted. Changes have been clouded result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been 17 made to the plans not resulting from this correction list? Indicate: Yes No The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, 6.12.2020 Noted Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Erich A. Kuchar, P.E. at EsGil. 18 Thank you. PLUMBING and ELECTRICAL COMMENTS PLUMBING (2016 CALIFORNIA PLUMBING CODE) Provide gas line plans and calculations showing gas demands, pipe lengths, Gas line plans and sizing along with calculation to be 1 and pipe sizing. CPC 1216.0 1provided. Please provide the grease interceptor sizing calculations. CPC 1014.0 Grease interceptor sizing calc to be provided on sheet H2- 2 PO1.101. ELECTRICAL (2016 CALIFORNIA ELECTRICAL CODE) I suggest you discuss with the city regarding there policy. We only pass Aluminum conductors used for 1/0 AWG and above, along the information provided. You have been warned regarding this Copper conductors for n12 through nl AWG. See revised requirement. City of La Quinta policy Aluminum conductors shall only be sheets H2 E08.101- H2 E09.101 permitted to feed main electrical panels or sub -panels. Such aluminum 3 conductors shall not be smaller than 1/0 AWG. When I look at the PNL schedules I see "MCB" mentioned however nothing Panel schedules updated to include breaker size. indicating breaker size is provided. Just blank. H2E08.104 - 15 kVA Transformers primary side overcurrent protection size transformer primary (only) overcurrent protection is oversized - please review all revised to 25A for 15 kVA TR. See revised sheets locations and reference Table 450.3(B) CEC H2 E09.102 - H2 E09.110 a. Example 15kVA =18.1 amps - times 125%= 22.62 next standard size 4 breaker is 25 This correction remains outstanding. H2E09.103 PLN schedule SBLA is not Panel schedule'SBLA' is legible, loads added to panel. See 5 legible. revised sheet H2 E09.103 for reference. Note: If you have any questions regarding this Electrical, Plumbing, Mechanical, and Energy plan review list please contact Scott Humphrey at (858) 560-1468. To speed the review process, note on this list (or a copy) where the corrected items have been addressed on the plans. SEE FIXTURE COUNT SHEET Project No. 55.7598.500 Plan Check No. BCPR2019-0013 Project Name SilverRock Resort Pendry Hotel Revised 7/14/2020 City Comment Tracking List Issue No. Issue/Comment Responsibility Date Responded Response Date Closed SECTION A — GENERAL 1 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 Gensler 6.12.2020/7.14.2020 Name and telephone number are located on sheet G00.001. Signatures and seals are part of drawing set. 2 Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at (760) 777-7047 with questions regarding the following comment(s): a) Prior To Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan ii) Pad Elevation Cents iii) Compaction Report 6.12.2020/7.14.2020 In progress by MBI civil engineer. This item, unless resolved prior to permit issuance, will become a condition of the approval per conversation with Aj Ortega. 3 Provide Riverside County Fire Department approval of this Project. Please contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions regarding the following: a) See separate review list attached below. 7.14.2020 We are awaiting responses. SECTION B — ARCHITECTURAL / MEP / STRUCTURAL 1 The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached. SECTION C — 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. 6.12.2020/7.14.2020 no redlines received 2 Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. 6.12.2020/7.14.2020 noted Fire Comments 1 outstanding at this time EsGill GENERAL 1 Please make all corrections and submit two new stamped and signed complete sets of prints, to: The jurisdiction's building department. 7.14.2020 Electrconic submittal per Aj Ortega email MISCELLANEOUS 10 IStructural is the only discipline with comments left 7.14.2020 Noted. Cycle 4 addresses structural comments STRUCTURAL Please show how connecting structures starting on Sheet H2-K 502.203 7.14.2020 Seismic joints have been implemented at each Bridge. The accommodate the displacements between the adjacent buildings at each end drawings have been updated to reflect this change. The and provide lateral support for them. ASCE 7-10, Sec.13.3.2.2. Bridges bridges have been hard connected at one end and have a connecting two separate structures will require a seismic gap to resolve seismicjoint on the other end. This allows the buildings to pounding between the 2 buildings during an earthquake. The seismic gap be seimically seperated. See attached supplemental shall be designed for the worst -case lateral displacement (roof level) for calcultions. each building and sized as the Square Root of the Sum of the squares of movement for each building. There is not a way to keep these buildings connected during all modes of movement. The response stating that it is designed like the diaphragm within a building is not accurate as the buildings are free to move in different directions and not contained in the same "shell of a building". This comment is still open as drawings have not been updated to account for 6 seismic joints and detailing. Provide anchorage calcs for hold downs. 7.14.2020 Calculations from Cycle 3 reattached - please reach out to Comment response said see attached for calcs yet no calcs were attached. Veit_Kugel@Gensler.com if you have not received 7 calculations. Cantilever Diaphragm: Provide complete cantilevered diaphragm calcs for 7.14.2020 Calculations from Cycle 3 reattached - please reach out to wood diaphragm of structure. NDS SDPWS chapter 4.2.5 must be followed Veit_Kugel@Gensler.com if you have not received along with 4.2.5.2. When idealized as rigid make sure the in -plane calculations. deflection of the diaphragm is less than 2.5 times the average deflection of the shear walls at that story. The worst case need only be looked at, so just the roof level as this will have the most deflection. Please show how all required items are being addressed when calculating diaphragm deflection including rotation of diaphragm added to lateral deflection. 8 Comment response said see attached for calcs yet no calcs were attached. Provide stud calculations for project showing all loading and for all stud Calculations from Cycle 3 reattached - please reach out to design per CBC Table 721.1(2), footnote "m"; The design stress of studs Veit_Kugel@Gensler.com if you have not received shall be reduced to 78% ofallowable Fc with the maximum not greater calculations. than 78% of the calculated stress with studs having a slenderness ratio of le/d of 33. 9 Comment response said see attached for calcs yet no calcs were attached. 11 13 ADDITIONAL the following sheets have revisions in A,M and P as a result of structural comment reponse Architecture: H2 A02.202, 203, 204, 205, 211, 224, 232, 233, 234, 401, 402.403, 431, 432, 433 & H2-G A03.201, 202, 203, 204, 301.302 have been revised to show seismic joints. H2-G A06.302,303, 304, 305, 306, 307 have been revised for seismic joints. 7/H2 A08.122, 6/1­12 A08.122, 9/1­12 A08.110 seismic joint details added Mechanical: 7/H2-M05.102 seismic joint detail added Plumbing: H2-P02.111, P105, P105 seismic joint located H2-T P02.204 seismic joints added 6/ H2-PO4.202seismicjoint detail added March 30, 2020 Project 8227-04 The Robert Green Company 3551 Fortuna Ranch Road Encinitas, California 92024 Attention: Mr. Patrick Russell Subject: Foundation Plans Review Montage La Quinta — Pendry Hotel Southwest of Avenue 52 and Jefferson Street La Quinta, California References: a) Global Geo-Engineering, Inc. - Supplemental Geotechnical Investigation, Proposed Silver Rock Resort, Southwest of Avenue 52 and Jefferson Street, La Quinta, California Project 8227-04 dated October 29, 2019; b) Global Geo-Engineering, Inc. — Clarifications — Compaction Requirements, Southwest of Avenue 52 and Jefferson Street, La Quinta, California Project 8227- 04 dated March 30, 2020. Dear Mr. Russell: a) As requested, we reviewed the following structural plans prepared by Coffman Engineers for the proposed development at the city of La Quinta, California: i) Structural Notes ii) Structural Plan Notes, Legends & Schedule iii) Typical Details iv) Foundation Plan Building Type A v) Foundation Plan Building Type B vi) Foundation Plan Building Type B1 vii) Foundation Plan Tower viii) Foundation Plan Connector Bridge ix) Foundation Plan Fitness Center x) Foundation Plan xi) Foundation Plan xii) Foundation Details xiii) Foundation Details xiv) Foundation Details xv) Foundation Details xvi) Foundation Details xvii) Foundation Details - H2 S00.101; - H2 S00.103; - H2 S00.201; - H2-GA S02.201; - H2-GB S02.201; - H2-GB1 S02.201; - H2-T S02.201; - H2-K S02.201; - H2-F S02.201; - H2-M S02.201; - H2-P S02.201; - H2 S08.101; - H2 S08.102; - H2 S08.103; - H2 S08.111; - H2 S08.112; - H2 S08.113. 3 Corporate Park, Suite 270, Irvine, California 92606 Office 949 2210900 Fax 949 2210091 email: globalgglobalgeo.net The Robert Green Company March 30, 2020 Project 8227-04 Page 2 b) The plans and the details are in general conformance with the referenced report dated October 29, 2019; c) All other recommendations provided in the referenced reports remain applicable. The opportunity to be of service is sincerely appreciated. If you have any questions or if we can be of further assistance, please call. Very truly yours, GLOBAL GEO-ENGINEERING, INC. Mohan B. Upasani Principal Geotechnical Engineer RGE 2301 (Exp. March 31, 2021) Enclosure: Terms and Conditions The Robert Green Company March 30, 2020 Project 8227-04 Page 3 TERMS AND CONDITIONS OF AUTHORIZATION Consultant shall serve Client by providing professional counsel and technical advice regarding subsurface conditions consistent with the scope of services agreed -to between the parties. Consultant will use his professional judgment and will perform his services using that degree of care and skill ordinarily exercised under similar circumstances, by reputable foundation engineers and/or engineering geologists practicing in this or similar localities. • In assisting Client, the Consultant may include or rely on information and drawings prepared by others for the purpose of clarification, reference or bidding; however, by including the same, the Consultant assumes no responsibility for the information shown thereon and Client agrees that Consultant is not responsible for any defects in its services that result from reliance on the information and drawings prepared by others. Consultant shall not be liable for any incorrect advice; judgment or decision based on any inaccurate information furnished by the Client or any third parry, and Client will indemnify Consultant against claims, demands, or liability arising out of, or contribute to, by such information. Unless otherwise negotiated in writing, Client agrees to limit any and all liability, claim for damages, cost of defense, or expenses to be levied against Consultant on account of design defect, error, omission, or professional negligence to a sum not to exceed ten thousand dollars or charged fees whichever is less. Further, Client agrees to notify any construction contractor or subcontractor who may perform work in connection with any design, report, or study prepared by Consultant of such limitation of liability for design defects, errors, omissions, or professional negligence, and require as a condition precedent to their performing the work a like limitation of liability on their part as against the Consultant. In the event the Client fails to obtain a like limitation of liability provision as to design defects, errors, omissions or professional negligence, any liability of the Client and Consultant to such contractor or subcontractor arising out of a negligence shall be allocated between Client and Consultant in such a manner that the aggregate liability of Consultant for such design defects to all parties, including the Client shall not exceed ten thousand dollars or charged fees whichever is less. No warranty, expressed or implied of merchantability or fitness, is made or intended in connection with the work to be performed by Consultant or by the proposal for consulting or other services or by the furnishing of oral or written reports or findings made by Consultant. The Client agrees, to the fullest extent permitted by law, to indemnify, defend and hold harmless the Consultant, its officers, directors, employees, agents and subconsultants from and against all claims, damages, liabilities or costs, including reasonable attomey's fees and defense costs, of any nature whatsoever arising from or in connection with the Project to the extent that said claims, damages, liabilities or costs arise out of the work, services, or conduct of Client or Client's contractors, subconsultants, or other third party not under Consultant's control. Client farther agrees that the duty to defend set forth herein arises immediately and is not contingent on a finding of fault against Client or Client's contractors, subconsultants, or other third parties. Client shall not be obligated under this provision to indemnify Consultant for Consultant's sole negligence or willful misconduct. Client shall grant free access to the site for all necessary equipment and personnel and Client shall notify any and all possessors of the project site that Client has granted Consultant free access to the project site at no charge to Consultant unless expressly agreed to otherwise in writing. If Client is not the property owner for the subject Project, Client agrees that it will notify the property owner of the terms of this agreement and obtain said property owner's approval to the terms and conditions herein. Should Client fail to obtain the property owner's agreement as required herein, Client agrees to be solely responsible to Consultant for all damages, liabilities, costs, including litigation fees and costs, arising from such failure that exceed that limitation of Consultant's liability herein. Client shall locate for Consultant and shall assume responsibility for the accuracy of his representations as to the locations of all underground utilities and installations. Consultant will not be responsible for damage to any such utilities or installation not so located. Client and Consultant agree to waive claims against each other for consequential damages arising out of or relating to this agreement. Neither party to this agreement shall assign the contract without the express, written consent of the other party. Consultant agrees to cover all open test holes and place a cover to carry a 200-pound load on each hole prior to leaving project site unattended Consultant agrees that all test holes will be backfilled upon completion of the job. However, Client may request test holes to remain open after completion of Consultants work. In the event Client agrees to pay for all costs associated with covering and backfilling said test holes at a later date, and Client shall indemnify, defend and hold harmless Consultant for all claims, demands and liabilities arising from his request, except for the sole negligence of the Consultant, to the extent permitted by law. Consultant shall not be responsible for the general safety on the job or for the work of Client, other contractors and third parties Consultant shall be excused for any delay in completion of the contract caused by acts of God, acts of the Client or Client's agent and/or contractors, inclement weather, labor trouble, acts of public utilities, public bodies, or inspectors, extra work, failure of Client to make payments promptly, or other contingencies unforeseen by Consultant and beyond reasonable control of the Consultant. In the event that either party desires to terminate this contract prior to completion of the project, written notification of such intention to terminate must be tendered to the other party. In the event Client notifies Consultant of such intention to terminate Consultant's services prior to completion of the contract, Consultant reserves the right to complete such analysis and records as are necessary to place files in order, to dispose of samples, put equipment in order, and (where considered necessary to protect his professional reputation) to complete a report on the work performed to date. hi the event that Consultant incurs cost in Client's termination of this Agreement, a termination charge to cover such cost shall be paid by Client. If the Client is a corporation, the individual or individuals who sign or initial this Contract, on behalf of the Client, guarantee that Client will perform its duties under this Contract. The individual or individuals so signing or initialing this Contract wan -ant that they are duly authorized agents of the Client. • Any notice required or permitted under this Contract may be given by ordinary mail at the address contained in this Contract, but such address may be changed by written notice given by one party to the other from time to time. Notice shall be deemed received in the ordinary course of the mail. This agreement shall be deemed to have been entered into the County of Orange, State of Calif rmia. LIMITATIONS Our findings, interpretations, analyses, and recommendations are professional opinions, prepared and presented in accordance with generally accepted professional practices and are based on observation, laboratory data and our professional experience. Consultant does not assume responsibility for the proper execution of the work by others by undertaking the services being provided to Client under this agreement and shall in no way be responsible for the deficiencies or defects in the work performed by others not under Consultant's direct control. No other warranty herein is expressed or implied. Tihf 4 44" DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO LA QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: JULY 14, 2020 STATUS: THIRD REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 79-179 AHMANSON LN DESCRIPTION: PENDRY HOTEL APPLICANT: GENSLER / VEIT PLAN CHECK #: BCPR2019-0013 This submittal has been checked for compliance with the 2016 California Building, 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: 3RD REVIEW CORRECTION LIST BUILDING DEPARTMENT STAFF: DO NOT accept any resubmittal unless ALL of the following items are included: -REVISED PLAN SET (COMPLETE) -REVISED DOCUMENTS (AS NECESSARY) -RESPONSE LIST TO CORRECTION LISTS -MISCELLANEOUS ITEMS 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. Non -Residential Plan Check Correction List (os) Page 1 of 6 Tait 44a" SECTION A —GENERAL 1) 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. 2) Provide Public Works Division approval of this Project. Please contact Amy Yu in the Public Works Division directly at (760) 777-7047 with questions regarding the following comment(s): a) Prior To Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan ii) Pad Elevation Certs iii) Compaction Report 3) Provide Riverside County Fire Department approval of this Project. The 3`d Review is Still Pending, please contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions. SECTION B — ARCHITECTURAL / MEP / STRUCTURAL 1) The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached. SECTION C — 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) Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. CORRECTION LIST CONTINUED BY EsGil COMPANY Residential Plan Check Correction List Page 2 of 6 EsGil A SAFEbuilt Company DATE: 7-13-2020 JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0013.RC2.e SET: III PROJECT ADDRESS: 52-200 SILVERROCK WAY PROJECT NAME: PENDRY HOTEL ❑ APPLICANT ❑ JURIS. ❑ The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Telephone #: Date contacted: (by: ) Email: Mail Telephone Fax In Person ❑ REMARKS: There are (2) type A bldgs. & (8) type B bldgs., (4) stair towers; (1) Lobby bldg. & (1) Fitness Center & (1) Paint Box bldg. under this permit. Fixture Count sheet attached as well. City to send EsGil valuation for project so EsGil can bill. By: Erich A. Kuchar, P.E. EsGil 7-3-2020 Enclosures: Page 3 of 6 NOTE: The items listed below are from the previous correction list. These remaining items have not been adequately addressed. The numbers of the items are from the previous check list and may not necessarily be in sequence. The notes in bold font are current. GENERAL Please make all corrections and submit new stamped and signed complete sets of prints, to: The jurisdiction's building department. STRUCTURAL 6. Please show how connecting structures starting on Sheet H2-K S02.203 accommodate the displacements between the adjacent buildings at each end and provide lateral support for them. ASCE 7-10, Sec. 13.3.2.2. Bridges connecting two separate structures will require a seismic gap to resolve pounding between the 2 buildings during an earthquake. The seismic gap shall be designed for the worst -case lateral displacement (roof level) for each building and sized as the Square Root of the Sum of the squares of movement for each building. There is not a way to keep these buildings connected during all modes of movement. The response stating that it is designed like the diaphragm within a building is not accurate as the buildings are free to move in different directions and not contained in the same "shell of a building". This comment is still open as drawings have not been updated to account for seismic joints and detailing. 7. Provide anchorage calcs for hold downs. Comment response said see attached for calcs yet no calcs were attached. 8. Cantilever Diaphragm: Provide complete cantilevered diaphragm calcs for wood diaphragm of structure. NDS SDPWS chapter 4.2.5 must be followed along with 4.2.5.2. When idealized as rigid make sure the in -plane deflection of the diaphragm is less than 2.5 times the average deflection of the shear walls at that story. The worst case need only be looked at, so just the roof level as this will have the most deflection. Please show how all required items are being addressed when calculating diaphragm deflection including rotation of diaphragm added to lateral deflection. Comment response said see attached for calcs yet no calcs were attached. 9. Provide stud calculations for project showing all loading and for all stud design per CBC Table 721.1(2), footnote "m"; The design stress of studs shall be reduced to 78% of allowable F'c with the maximum not greater than 78% of the calculated stress with studs having a slenderness ratio of le/d of 33. Comment response said see attached for calcs yet no calcs were attached. Page 4 of 6 ADDITIONAL 10. Structural is the only discipline with comments left. 11. To speed up the review process, note on this list where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 12. Please indicate here if any changes have been made to the plans that are not a result of corrections from this list. If there are other changes, please briefly describe them and where they are located in the plans. Have changes been made to the plans not resulting from this correction list? Indicate: Yes ❑ No ❑ 13. The jurisdiction has contracted with EsGil, located at 9320 Chesapeake Drive, Suite 208, San Diego, California 92123; telephone number of 858/560-1468, to perform the plan review for your project. If you have any questions regarding these plan review items, please contact Erich A. Kuchar, P.E. at EsGil. Thank you. Page 5 of 6 City of La Quinta Fixture Count Plumbing 7 Water Service 30 Gas Pipe Outlets 230 Lavatory 16 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 225 Toilet Solenoid Valve 200 Tub or Shower Backflow Valve <2" 200 Sink (kitchen, bar, laundry) 7 Backflow Valve >2" Dishwasher Spklr. System <50 heads Clothes Washer Spklr. System 51 — 100 heads 6 Urinal Spklr. System >101 heads 13 Floor Drain Septic System (tank & pit) 5 Floor Sink 1 Interceptor (grease, sand, oil) 6 Drinking Fountain 7 Building Sewer Commercial Sink Cesspool, Seepage Pit 42 Roof & Overflow Drain Electrical Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System Main Service <200 amps 1 Outlet/Light — first 20 1 Main Service > 200 amps 4247 Outlet/Light — 21 & over 81 Subpanel 1 Electric Sign — 1 circuit Ceiling Fan 1 Electric Sign — Add. Circuits 225 Exhaust Fan Bussway Footage Electric Range/Oven 225 Motor —to 1 HP Hood/Fan/Light Combo. 225 Motor — 2 to 10 HP Clothes Washer Motor— 11 to 50 HP Electric Clothes Dryer Motor — 101 and over 1 Dishwasher Trans/Gen — 2 to 10 KVA 202 Refrigerator 11 Trans/Gen — 11 to 50 KVA Freezer 5 Trans/Gen — 51 to 100 KVA Ice Maker 5 Trans/Gen — 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 225 Exhaust Fan Condenser Unit — 31-50 ton Oven/Range Boiler/Compressor — 31 to 50 HP Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP 1 Evap. Cooler/Duct System 2 Air Handling Unit <10M CFM 225 Wall/Ceiling Heater Air Handling Unit >10M CFM FAU/Gravity Furnace <100 BTU Residential Incinerator FAU/Gravity Furnace >100 BTU Commercial Incinerator 1 Condenser Unit to 3 ton Commercial Hood Type 1 or 2 Boiler/Compressor to 3 HP Comm. Hood Fire Spklr. System 9 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System 1 Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances Page 6 of 6 EsGil A SAFEbuilr Company DATE: 8-6-2020 JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019-0013.RC3.e SET: IV PROJECT ADDRESS: 52-200 SILVERROCK WAY PROJECT NAME: PENDRY HOTEL ❑ APPLICANT ❑ JURIS. ® The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction's building codes. ❑ The plans transmitted herewith will substantially comply with the jurisdiction's building codes when minor deficiencies identified below are resolved and checked by building department staff. ❑ The plans transmitted herewith have deficiencies identified on the enclosed check list and should be corrected and resubmitted for a complete recheck. ❑ The check list transmitted herewith is for your information. The plans are being held at EsGil until corrected plans are submitted for recheck. ❑ The applicant's copy of the check list is enclosed for the jurisdiction to forward to the applicant contact person. ❑ The applicant's copy of the check list has been sent to: ❑ EsGil staff did not advise the applicant that the plan check has been completed. ❑ EsGil staff did advise the applicant that the plan check has been completed. Person contacted: Date contacted: Mail Telephone (by: ) Fax In Person Telephone #: Email: ❑ REMARKS: There are (2) type A bldgs. & (8) type B bldgs., (4) stair towers; (1) Lobby bldg. & (1) Fitness Center & (1) Paint Box bldg. under this permit. By: Erich A. Kuchar, P.E. Enclosures: fixture count EsGil 7-31-2020 9320 Chesapeake Drive, Suite 208 ♦ San Diego, California 92123 ♦ (858) 560-1468 ♦ Fax (858) 560-1576 CITY OF LA QUINTA BCPR2019-0013.RC3.e 8-6-2020 City of La Quinta Fixture Count Plumbing 7 Water Service 30 Gas Pipe Outlets 230 Lavatory 16 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 225 Toilet Solenoid Valve 200 Tub or Shower Backflow Valve <2" 200 Sink (kitchen, bar, laundry) 7 Backflow Valve >2" Dishwasher Spklr. System <50 heads Clothes Washer Spklr. System 51 — 100 heads 6 Urinal Spklr. System >101 heads 13 Floor Drain Septic System (tank & pit) 5 Floor Sink 1 Interceptor (grease, sand, oil) 6 Drinking Fountain 7 Building Sewer Commercial Sink Cesspool, Seepage Pit 42 Roof & Overflow Drain Electrical Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System Main Service <200 amps 1 Outlet/Light — first 20 1 Main Service > 200 amps 4247 Outlet/Light — 21 & over 81 Subpanel 1 Electric Sign — 1 circuit Ceiling Fan 1 Electric Sign — Add. Circuits 225 Exhaust Fan Bussway Footage Electric Range/Oven 225 Motor —to 1 HP Hood/Fan/Light Combo. 225 Motor — 2 to 10 HP Clothes Washer Motor— 11 to 50 HP Electric Clothes Dryer Motor — 101 and over 1 Dishwasher Trans/Gen — 2 to 10 KVA 202 Refrigerator 11 Trans/Gen — 11 to 50 KVA Freezer 5 Trans/Gen — 51 to 100 KVA Ice Maker 5 Trans/Gen — 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 225 Exhaust Fan Condenser Unit — 31-50 ton Oven/Range Boiler/Compressor — 31 to 50 HP Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP 1 Evap. Cooler/Duct System 2 Air Handling Unit <10M CFM 225 Wall/Ceiling Heater Air Handling Unit >10M CFM FAU/Gravity Furnace <100 BTU Residential Incinerator FAU/Gravity Furnace >100 BTU Commercial Incinerator 1 Condenser Unit to 3 ton Commercial Hood Type 1 or 2 Boiler/Compressor to 3 HP Comm. Hood Fire Spklr. System 9 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System 1 Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances CITY OF LA QUINTA BCPR2019-0013.RC2.e 7-13-2020 [DO NOT PAY— THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: CITY OF LA QUINTA PLAN CHECK #.: BCPR2019- 0013.RC2.e PREPARED BY: Erich A. Kuchar, P.E. DATE: 7-13-2020 BUILDING ADDRESS: 52-200 SILVERROCK WAY BUILDING OCCUPANCY: R1/A2/A3; V-B/SPR. BUILDING PORTION Hotel Bldg_ A (ea AREA Valuation Reg I (Sq. Ft.) Multiplier Mod 13860 12900 X (2) Hotel Bldg_ B (ea x (8) 13491 Lobby Bldg. fitness center 3260 stair towers (ea) 1109 x (4) Exit Balcony/Patio 18600 Air Conditioning Fire Sprinklers TOTAL VALUE Jurisdiction Code Iq Manual Input 1997 UBC Building Permit Fee 1W 1997 UBC Plan Check Fee FALSE Type of Reviews F% Complete Review I— Repetitive Fee F Other Repeats r Hourly EsGiI Fee VALUE ($) r Structural Only H r. @ Comments: See attached fixture count and City to send back valuation for project to EsGil for billing. Sheet 1 of 1