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BCOM2019-0072
ADDITIONAL SITES CHRONOLOGY CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT BAR ARCHITECTS 315 WEST 9TH SUITE 500 LOS ANGELES CA 90015 (760)238-2443 AHoevel@bararch.com CONTRACTOR TBD (760)238-2443 CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES PLAN CHECK COMPLETE/READY FOR PICK UP AJ ORTEGA 2/7/2020 2/7/2020 1ST REVIEW PLAN CHECK COMMENTS SENT TO APPLICANT, AUTO EMAIL STATUS UPDATED CONFIRMATION RECEIVED. RESUBMITTAL AJ ORTEGA 3/5/2020 3/5/2020 ATTACHMENTS CONFIRMED, REVIEWS CREATED. RESUBMITTAL AJ ORTEGA 4/17/2020 4/17/2020 ATTACHMENTS COMPLETE, REVIEWS CREATED. CONDITIONS Description: SILVERROCK / PENDRY CLUBHOUSE / BAR ARCHITECTS Type: BUILDING COMMERCIAL (WEB) Subtype: OTHER NON- RESIDENTIAL Status: EXPIRED Applied: 12/19/2019 AHI Parcel No: 777490014 Site Address: 79179 AHMANSON LN LA QUINTA,CA 92253 Approved: Subdivision: PM 33367 Block: Lot: 22 Issued: Lot Sq Ft: 0 Building Sq Ft: 0 Zoning: Finaled: Valuation: $0.00 Occupancy Type: Construction Type: Expired: 12/13/2020 AOR No. Buildings: 0 No. Stories: 0 No. Unites: 0 Details: Plans show address of 52800 SilverRock Way. Printed: Tuesday, July 19, 2022 9:32:18 AM 1 of 8 Permit Details City of La Quinta PERMIT NUMBER BCOM2019-0072 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL DEVELOPER SOFIA INVESTMENTS, INC/RGC 3551 FORTUNA RANCH ROAD ENCINITAS CA 92024 (760)238-2443 john@therobertgreenc ompany.com OWNER CITY OF LA QUINTA P O BOX 1504 LA QUINTA CA 0 (760)238-2443 FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY 101-0000-42600 ($720.00)($720.00)1/14/20 OFFSET OFFSET JFU HOURLY CHARGE - ESGIL PLANS EXAMINER 101-0000-42600 8 $720.00 $720.00 1/14/20 DEPOSIT DEPOSIT JFU Total Paid for BLDG CITY STAFF - PER HOUR: $0.00 $0.00 Credit Card Fee 101-0000-43505 0 $22.07 $22.07 12/19/19 WEB4420 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for Credit Card Fee: $22.07 $22.07 101-0000-42600 ($77.00)($77.00)1/28/20 OFFSET OFFSET KHET 101-0000-42600 ($403.00)($403.00)1/28/20 OFFSET OFFSET KHET FIRE NEW COMMERCIAL 101-0000-42421 0 $403.00 $403.00 1/28/20 DEPOSIT DEPOSIT KHET FIRE NEW COMMERCIAL PC 101-0000-42420 0 $77.00 $77.00 1/28/20 DEPOSIT DEPOSIT KHET FIRE NEW COMMERCIAL PC 101-0000-42420 0 $406.00 $0.00 Total Paid for FIRE FEES: $406.00 $0.00 PLAN CHECK DEPOSIT - COMMERCIAL 101-0000-42600 1 $1,200.00 $1,200.00 12/19/19 WEB4420 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for PLAN CHECK DEPOSIT - COMMERCIAL: $1,200.00 $1,200.00 Printed: Tuesday, July 19, 2022 9:32:18 AM 2 of 8 Permit Details City of La Quinta PERMIT NUMBER BCOM2019-0072 INSPECTIONS REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG COMPLETE (2 WK)KURT CULVER 12/19/2019 1/8/2020 1/14/2020 REVISIONS REQUIRED SEE ATTACHED 1ST REVIEW ESGIL CORRECTION LIST. 1ST PERMIT TECH (1 DAY) AARON HICKSON 12/19/2019 12/20/2019 12/23/2019 COMPLETE REVIEW TO ESGIL PER AJ 1ST BLDG NS (3 WK)AJ ORTEGA 12/19/2019 1/15/2020 2/7/2020 REVISIONS REQUIRED SEE ATTACHED 1ST REVIEW CORRECTION LIST. 1ST PLANNING (2 WK) NICOLE CRISTE 12/19/2019 1/8/2020 1/8/2020 PENDING DOCUMENTS Planning review pending submittal by applicant of MBA. 1ST PUBLIC WORKS (2 WK)AMY YU 12/19/2019 1/8/2020 12/20/2019 APPROVED- CONDITIONS PRIOR TO BUILDING PERMIT ISSUANCE, THE FOLLOWING ITEMS ARE REQUIRED: - APPROVED PRECISE GRADING PLAN - PAD ELEVATION CERTS - COMPACTION REPORT 1ST FIRE (2 WK)KOHL HETRICK 12/19/2019 1/8/2020 1/28/2020 REVISIONS REQUIRED SEE ATTACHMENTS PARENT PROJECTS DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $21.00 $21.00 12/19/19 WEB4420 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for RECORDS MANAGEMENT FEE - MAJOR: $21.00 $21.00 TECHNOLOGY ENHANCEMENT FEE 502-0000-43611 0 $5.00 $5.00 12/19/19 WEB4420 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$1,654.07 $1,248.07 Printed: Tuesday, July 19, 2022 9:32:18 AM 3 of 8 Permit Details City of La Quinta PERMIT NUMBER BCOM2019-0072 2ND BLDG COMPLETE (2 WK)KURT CULVER 3/5/2020 3/19/2020 3/31/2020 REVISIONS REQUIRED SEE ATTACHED CORRECTION LIST. 2ND PLANNING (2 WK) NICOLE CRISTE 3/5/2020 3/19/2020 3/17/2020 PENDING DOCUMENTS MBA Submitted but not complete. Planning must complete MBA prior to approval of plan set. MBA Submitted but not complete. Planning must complete MBA prior to approval of plan set. 2ND PUBLIC WORKS (2 WK)AMY YU 3/5/2020 3/19/2020 3/13/2020 APPROVED- CONDITIONS PRIOR TO BUILDING PERMIT ISSUANCE, THE FOLLOWING ITEMS ARE REQUIRED: - APPROVED PRECISE GRADING PLAN - PAD ELEVATION CERTS - COMPACTION REPORT 2ND BLDG NS (2 WK)AJ ORTEGA 3/5/2020 3/19/2020 4/2/2020 REVISIONS REQUIRED SEE ATTACHED 2ND REVIEW CORRECTION LIST. 2ND FIRE - ETRAKIT (1 WK) KOHL HETRICK 3/5/2020 3/12/2020 4/13/2020 REVISIONS REQUIRED CORR. EMAILED TO APPLICANT 1) Though the Alternative Material & Methods Request (FCMP2020-0005) has been received; the proposal must be approved. Looking at the proposed alternative access, the required maximum fire access distance as measured "as a fire hose would lay" is exceeding 150-feet. Riverside County Fire Department does not extend this requirement for simply having a fire sprinkler system that is already required by code or ordinance as is the case here. Add to the fact that the access is over an alternative material, an increased mitigation would need to be identified for the increased access distance. *It is necessary for the AMMR and these plans to specifically identify the increased mitigation (i.e. increased fire sprinkler system density/area design). 2) On sheet PC-L-5.01 a detail of the Grasspave2 cross-section is provided. This detail is not consistent with the details provided as part of the specific AMMR. It also needs to provide dimension details that are consistent with the submitted AMMR. *The AMMR is not consistent in concrete path dimensions with that of other submitted AMMRs. Printed: Tuesday, July 19, 2022 9:32:18 AM 4 of 8 Permit Details City of La Quinta PERMIT NUMBER BCOM2019-0072 3) The plans do not identify the location of the fire sprinkler riser and due to the architectural details, there is concern that an adequate location has not been considered. The fire riser shall be provided with adequate access in compliance with Riverside County Fire Info Bulletin #06-07 (Attached). 4) Please identify the size, classification, location and installation method of the 1 or more portable fire extinguishers. 5) Identify the location of the KNOX box for fire access key storage. 6) Identify the location of the building address in compliance with Riverside County Fire Policy. 12- inch tall numbers on buildings, minimum .5-inch stroke width, contrasting color. *Or identify alternative arrangement for addressing installations. 3RD PERMIT TECH – ETRAKIT (1 DAY)AJ ORTEGA 4/15/2020 4/16/2020 4/17/2020 COMPLETE ATTACHMENTS COMPLETE, REVIEWS CREATED. 3RD FIRE (2 WK)KOHL HETRICK 4/17/2020 5/1/2020 5/6/2020 READY FOR APPROVAL SEE COA IN ATTACHMENTS 3RD BLDG COMPLETE (1 WK)KURT CULVER 4/17/2020 4/27/2020 5/13/2020 READY FOR APPROVAL - CONDITION One Counter item remaining. Applicant shall provide a letter from the soils engineer to the City indicating that the foundation/grading plans have been reviewed and it has been determined that the report recommendations have been incorporated into the plans. 3RD BLDG NS – ETRAKIT (2 WK)AJ ORTEGA 4/17/2020 5/1/2020 5/14/2020 APPROVED- CONDITIONS PENDING PLANNING REVIEW AND COMPLETION OF PUBLIC WORKS CONDITIONS. 3RD PUBLIC WORKS – ETRAKIT (1 WK)AMY YU 4/17/2020 4/24/2020 4/28/2020 PENDING DOCUMENTS PRIOR TO BUILDING PERMIT ISSUANCE, THE FOLLOWING ITEMS ARE REQUIRED: - SUBMIT AND OBTAIN APPROVAL ON ROUGH GRADING PLAN AND PRECISE GRADING PLAN - PAD ELEVATION CERTS - COMPACTION REPORT Printed: Tuesday, July 19, 2022 9:32:18 AM 5 of 8 Permit Details City of La Quinta PERMIT NUMBER BCOM2019-0072 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/7/2020 AJ ORTEGA 1ST REVIEW CORRECTION LIST BCOM2019-0072 - 1ST REVIEW CORRECTION LIST.pdf 1 DOC 4/1/2020 AJ ORTEGA 2ND REVIEW ESGIL CORRECTION LIST BCOM2019-0072 - 2ND REVIEW ESGIL CORRECTION LIST.pdf 0 DOC 4/2/2020 AJ ORTEGA 2ND REVIEW CORRECTION LIST BCOM2019-0072 - 2ND REVIEW CORRECTION LIST.pdf 1 DOC 5/14/2020 AJ ORTEGA 3RD REVIEW ESGIL TRANSMITTAL BCOM2019-0072 - 3RD REVIEW ESGIL TRANSMITTAL.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – ARCHITECTURAL DRAWI NGS BCOM2019-0072 - 1ST SUBMITTAL – ARCHITECTUAL DRAWIN GS.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – GEOTECHNICAL REPORT BCOM2019-0072 - 1ST SUBMITTAL – GEOTECHNICAL REPORT .pdf 1 BOND INFORMATION 3RD PLANNING – ETRAKIT (1 WK) NICOLE CRISTE 4/17/2020 4/24/2020 4/23/2020 PENDING DOCUMENTS Pending completion of MBA. Incompleteness letter sent, awaiting response. Pending completion of MBA. Incompleteness letter sent, awaiting response. 4TH PLANNING (1 WK) NICOLE CRISTE 5/12/2020 5/19/2020 5/21/2020 READY FOR APPROVAL Printed: Tuesday, July 19, 2022 9:32:18 AM 6 of 8 Permit Details City of La Quinta PERMIT NUMBER BCOM2019-0072 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – SITE WATER SEWER AND FIRE EXHIBIT BCOM2019-0072 - 1ST SUBMITTAL – SITE WATER SEWER AND FIRE EXHIBIT.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – STRUCTURAL CALCULAT IONS BCOM2019-0072 - 1ST SUBMITTAL – STRUCTURAL CALCULAT IONS.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL – T24 CALCULATIONS BCOM2019-0072 - 1ST SUBMITTAL – T24 CALCULATIONS.pdf 1 DOC 3/5/2020 EtrakitContractor 2ND SUBMITTAL ARCHITECTURAL DRAWINGS 2ND SUBMITTAL ARCHITECTURAL DRAWINGS.pdf 1 DOC 3/5/2020 EtrakitContractor 2ND SUBMITTAL MECHANICAL FIRE PLACE PRODUCT SHEET 2ND SUBMITTAL MECHANICAL FIRE PLACE PRODUCT SHEET.pdf 1 DOC 3/5/2020 EtrakitContractor 2ND SUBMITTAL RESPONSES- CORRECTION LIST 2ND SUBMITTAL RESPONSES- CORRECTION LIST.pdf 1 DOC 3/5/2020 EtrakitContractor 2ND SUBMITTAL STRUCTURAL CALC 2ND SUBMITTAL STRUCTURAL CALC.pdf 1 DOC 3/5/2020 EtrakitContractor 2ND SUBMITTAL STRUCTURAL OBSERVATION FORM AND RESPONSE 2ND SUBMITTAL STRUCTURAL OBSERVATION FORM AND RESPONSE.pdf 1 DOC 4/15/2020 EtrakitContractor 3RD SUBMITTAL ARCHITECTURAL DRAWINGS BCOM2019-0072 - 3RD SUBMITTAL ARCHITECTURAL DRAWINGS.pdf 1 Printed: Tuesday, July 19, 2022 9:32:18 AM 7 of 8 Permit Details City of La Quinta PERMIT NUMBER BCOM2019-0072 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 4/15/2020 EtrakitContractor 3RD SUBMITTAL RESPONSES- CORRECTION LIST BCOM2019-0072 - 3RD SUBMITTAL RESPONSES- CORRECTION LIST.pdf 1 DOC 1/14/2020 JAKE FUSON 1ST REVIEW ESGIL COMMENTS BCOM2019-0072 - 1ST REVIEW ESGIL COMMENTS.pdf 1 DOC 1/14/2020 JAKE FUSON 1ST REVIEW ESGIL INVOICE BCOM2019-0072 - 1ST REVIEW ESGIL INVOICE.pdf 0 DOC 1/28/2020 KOHL HETRICK 1ST REVIEW FIRE COMMENTS BCOM2019-0072 - 1ST REVIEW FIRE COMMENTS.pdf 1 DOC 5/6/2020 KOHL HETRICK 3RD REVIEW - PENDRY CLUBHOUSE - FIRE CONDITIONS OF APPROVAL.pdf BCOM2019-0072 - PENDRY CLUBHOUSE - FIRE CONDITIONS OF APPROVAL.pdf 1 Printed: Tuesday, July 19, 2022 9:32:18 AM 8 of 8 Permit Details City of La Quinta PERMIT NUMBER BCOM2019-0072 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 DATE: 1/14/2020 APPLICANT JURIS. JURISDICTION: LA QUINTA PLAN CHECK #.: BCOM2019-0072 SET: I PROJECT ADDRESS: 79179 AHMANSON LN PROJECT NAME: SilverRock Development - Pendry Clubhouse The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s codes. The plans transmitted herewith will substantially comply with the jurisdiction’s 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: By: RM,CR,SH,DK,JP Enclosures: EsGil 12/19/2019 LA QUINTA BCOM2019-0072 1/14/2020 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK #.: BCOM2019-0072 JURISDICTION: LA QUINTA OCCUPANCY: COM USE: A-3/B TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 3896 ALLOWABLE FLOOR AREA: 7860 STORIES: 1 HEIGHT: 16 SPRINKLERS?: Y OCCUPANT LOAD: A-3: 114 B: 2 REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 12/19/2019 DATE INITIAL PLAN REVIEW PLAN REVIEWER: RM,CR,SH,DK,JP COMPLETED: 1/14/2020 FOREWORD (PLEASE READ): 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 ordinances enforced 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. Code sections cited are based on the 2019 CBC, which adopts the 2018 IBC. 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 2018 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. LA QUINTA BCOM2019-0072 1/14/2020 GENERAL 1. Please make all corrections and upload new complete sets of prints to the La Quinta website. PLANS 2. All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. All plan sheets were signed. To be verified on final. 3. Provide a fully dimensioned architectural site plan drawn to scale. Sec. 107.2. Include the following: Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures, including pool, on the site plan. STRUCTURAL 4. Provide truss details and truss calculations for this project. 5. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a “review” stamp on the truss calculations or a letter). Section 107.3.4.1. 6. Detail 22/SD-2 does not reflect steel beam connection shown on plans. Please provide proper detail and welding information required. 7. Note HU hardware for cantilevered beams. 8. Note back spans and fasteners proposed for cantilevered decks. See detail 21/SD-3. a) Detail also states 2x rim. Plans show 4x rim. Please clarify. 9. Roof parapet detail is not clear. Architectural plans show a different assembly than structural plans. Please coordinate and note connection to resist overturning. a) Also, architectural detail shows exposed wood. Uppermost portion of a parapet must be of the same fire rating as supporting wall B705.11.1. 10. Shear wall types are not defined on SN sheet. 11. Shear walls with nailing spacing less than 4-inches O.C. require special inspection per 1705.12.2. LA QUINTA BCOM2019-0072 1/14/2020 12. The grid system on structural calculations differs from grid on plans, which can be off throwing since the shear wall length and types of some panels do not match. Please coordinate grids. 13. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1704.3. 14. Provide the following note on the plans: “The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system.” Section 1704.4. 15. If Structural Observation is required, note on the plans: “The owner shall employ a registered design professional to perform structural observations. Deficiencies shall be reported in writing to the owner and the building official. At the conclusion of the work included in the permit, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer’s knowledge, have not been resolved.” Section 1704.6. 16. Clarify collector along grid 4 on plans. 17. Roof plans on architectural sheets show roof pitch change from trusses to rafters. Please clarify connection at the truss connection to make up for the pitch difference. 18. Show location of strap at collector beams to shear wall panels where applicable. 19. In Seismic Design Categories D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 1803.5.12. FOUNDATION 20. Page 11 of the soil’s report recommends that SOG to be 5-inches thick. 21. Provide a letter from the soils engineer confirming that the foundation plan, 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 (when required by the soil report). LA QUINTA BCOM2019-0072 1/14/2020 22. The soils engineer recommended that he/she review the foundation excavations. 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.” 23. Check location of footing supporting beam 15. Also, verify foundation at wall line along beam 15. 24. Provide wall construction for shower enclosures. BUILDING AND LIFE SAFETY ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS PLAN REVIEWER: Jason Pasiut SET: I The following disabled access items are taken from the 2016 edition of California Building Code. Per Section 1.9.1.2, all privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Where existing elements or spaces are altered, each altered element or space shall comply with applicable requirements of Division 2, including CBC section 11B-202.4. CBC section 11B-202.4 states that when alterations or additions are made to existing buildings, an accessible path of travel to the specific area of alteration shall be provided. See exceptions to 11B-202.4. Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: 25. Existing primary path of travel to the building or facility entrance, including: a) Show that the walking surface from the access aisle to the building entrance complies with slope, cross slope, changes in level and clear width provisions of 11B-403. b) Show the accessible entrance door threshold, door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 11B- 206.4. 26. Proposed drinking fountains shall be shown to comply with the accessibility features of 11B-602 and 11B-211.2. a) Show pedestrian protection per 11B-602.9. LA QUINTA BCOM2019-0072 1/14/2020 27. Per Section 11B-804, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: a) A clear floor space at least 30”x 48” shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19” underneath the sink. Section 11B-606.2. b) The accessible sink shall be mounted with the counter or rim no higher than 34” above finish floor. Knee clearance that is at least 27” high, 30” side and 19” underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. Section 11B-606. c) Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. Section 11B-606.4. 28. The tops of tables and counters shall be 34” maximum above the floor. Section 11B-904. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least one of each type of station shall be located at a section of counter that is at least 36” long and no more than 28” to 34” high. Section 11B-904. 29. Per Sections 907.5.2.1.3 and 11B-702.1, when emergency warning systems or fire alarms are provided, there shall also be approved notification appliances for the hearing impaired, installed in accordance with national standards in the following areas: i) Restrooms ii) Multipurpose rooms iii) Lobbies Note: If you have any questions regarding this plan review list please contact Jason Pasiut 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. ELECTRICAL AND ENERGY COMMENTS PLAN REVIEWER: Scott Humphreys SET: I Approved as is. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Scott Humphreys 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. LA QUINTA BCOM2019-0072 1/14/2020 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2016 CALIFORNIA PLUMBING CODE) 30. A Certification of Compliance is necessary when installing CPVC/PEX water piping materials prior to building permit issuance. CPC 604.1.1 (CPVC)/CPC 604.1.2(PEX) Note: Please specify this within the material schedule. 31. Provide the site plumbing plans showing the locations of the gas and water meters, the site gas and water supply piping and the pipe sizing, cleanouts, routes, and slopes for both the sewer and storm drainage systems. 32. 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. 33. If the Building Department is responsible for the installation of the private (civil) site utility systems, then provide complete on-site plumbing construction drawings for the private site water system and private site sewer and storm waste systems. Please provide private building sewer and storm water profile drawings. CPC Chapter 7, Part 2 34. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0. Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. 35. Please state in the plans that all domestic (i.e. potable) hot water piping will have a minimum insulation for the following pipe sizes: ½” pipe (½” insulation); ¾” pipe (1” insulation); 1”- 1 ½” pipes (1 ½” insulation); 2” pipes are larger (2” insulation). CPC 609.11 & ES 150.0(j) 36. Please specify why the system is CPC Table 1216.2(2) and not CPC Table 1216.2(2). Note: The system is undersized per CPC Table 1216.2(1). 37. Please specify how the outdoor sink is proposed to be protected from storm water. Storm water is prohibited from impacting the waste system. 38. The lavatory is considered a public lavatory and must comply with 0.5 GPM. Please correct the fixture schedule. 39. Public lavatories are required to be self-closing or self-metering. CPC 407.4 40. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 110(c)(3). Note: The water heater thermostat may not be used for compliance. LA QUINTA BCOM2019-0072 1/14/2020 41. Specify if the pool heater equipment is proposed to be connected to the domestic water system. If so, clearly show the connection and specify the required backflow prevention. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 42. Please place the (1) indoor and (2) outdoor fireplace manufacture’s installation instructions within the plans. Make sure the clearance to combustibles is specified. 43. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMC 310.0 & CPC 814.0. 44. Please specify the manufacture, model, CFM and other necessary information regarding the residential hood. 45. Specify compliance with CMC 603.4.1 for length limitations for factory made flexible air ducts (5’) and use (not to be used for rigid elbows or fittings). 46. Specify how the lounge and game room will receive the required amount of outside air per California Energy Standards. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss 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. MISCELLANEOUS 47. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 48. 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? Please indicate: Yes No 49. 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 Rich Moreno at EsGil. Thank you. CITY STAFF SEE NEXT PAGE LA QUINTA BCOM2019-0072 1/14/2020 City of La Quinta Fixture Count Plumbing 1 Water Service 8 Gas Pipe Outlets 2 Lavatory 1 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 5 Toilet Solenoid Valve 4 Tub or Shower Backflow Valve <2” 3 Sink (kitchen, bar, laundry) Backflow Valve >2” 1 Dishwasher Spklr. System <50 heads Clothes Washer Spklr. System 51 – 100 heads 1 Urinal Spklr. System >101 heads 2 Floor Drain Septic System (tank & pit) Floor Sink Interceptor (grease, sand, oil) 2 Drinking Fountain 1 Building Sewer Commercial Sink Cesspool, Seepage Pit 5 Roof & Overflow Drain Electrical 2286 Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System 1 Main Service <200 amps 1 Outlet/Light – first 20 Main Service > 200 amps 139 Outlet/Light – 21 & over 1 Subpanel Electric Sign – 1 circuit Ceiling Fan Electric Sign – Add. Circuits 4 Exhaust Fan Bussway Footage Electric Range/Oven 3 Motor – to 1 HP Hood/Fan/Light Combo. 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 1 Refrigerator Trans/Gen – 11 to 50 KVA Freezer Trans/Gen – 51 to 100 KVA Ice Maker Trans/Gen – 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 3 Exhaust Fan Condenser Unit – 31-50 ton 1 Oven/Range Boiler/Compressor – 31 to 50 HP Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP Evap. Cooler/Duct System 2 Air Handling Unit <10M CFM 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 1 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System LA QUINTA BCOM2019-0072 1/14/2020 Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances END OF DOCUMENT DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO L A QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 Non-Residential Plan Check Correction List (os) NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: FEBRUARY 7, 2020 STATUS: FIRST REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 79-179 AHMANSON LN DESCRIPTION: PENDRY CLUBHOUSE APPLICANT: BAR ARCHITECTS / SAM CHAN PLAN CHECK #: BCOM2019-0072 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: BUILDING DEPARTMENT STAFF: The following items are being returned to you for correction: 1ST REVIEW CORRECTION LIST 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. Page 1 of 12 Non-Residential Plan Check Correction List (os) 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 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)Planning review pending submittal by applicant of MBA. 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. Provide contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions regarding the following: a)See separate review list attached in the Web Portal. 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)Identified ADA shower compartment does not appear to comply with CBC 11B standards, or the detailing provided within the plan set. Revise plans to show compliance as either a standard roll-in or alternate type with specific enlarged detailing of the shower compartment. 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 Page 2 of 12 DATE: 1/14/2020 APPLICANT JURIS. JURISDICTION: LA QUINTA PLAN CHECK #.: BCOM2019-0072 SET: I PROJECT ADDRESS: 79179 AHMANSON LN PROJECT NAME: SilverRock Development - Pendry Clubhouse The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s codes. The plans transmitted herewith will substantially comply with the jurisdiction’s 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: By: RM,CR,SH,DK,JP Enclosures: EsGil 12/19/2019 Page 3 of 12 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK #.: BCOM2019-0072 JURISDICTION: LA QUINTA OCCUPANCY: COM USE: A-3/B TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 3896 ALLOWABLE FLOOR AREA: 7860 STORIES: 1 HEIGHT: 16 SPRINKLERS?: Y OCCUPANT LOAD: A-3: 114 B: 2 REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 12/19/2019 DATE INITIAL PLAN REVIEW PLAN REVIEWER: RM,CR,SH,DK,JP COMPLETED: 1/14/2020 FOREWORD (PLEASE READ): 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 ordinances enforced 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. Code sections cited are based on the 2019 CBC, which adopts the 2018 IBC. 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 2018 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 4 of 12 GENERAL 1. Please make all corrections and upload new complete sets of prints to the La Quinta website. PLANS 2. All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. All plan sheets were signed. To be verified on final. 3. Provide a fully dimensioned architectural site plan drawn to scale. Sec. 107.2. Include the following: Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures, including pool, on the site plan. STRUCTURAL 4. Provide truss details and truss calculations for this project. 5. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a “review” stamp on the truss calculations or a letter). Section 107.3.4.1. 6. Detail 22/SD-2 does not reflect steel beam connection shown on plans. Please provide proper detail and welding information required. 7. Note HU hardware for cantilevered beams. 8. Note back spans and fasteners proposed for cantilevered decks. See detail 21/SD-3. a) Detail also states 2x rim. Plans show 4x rim. Please clarify. 9. Roof parapet detail is not clear. Architectural plans show a different assembly than structural plans. Please coordinate and note connection to resist overturning. a) Also, architectural detail shows exposed wood. Uppermost portion of a parapet must be of the same fire rating as supporting wall B705.11.1. 10. Shear wall types are not defined on SN sheet. 11. Shear walls with nailing spacing less than 4-inches O.C. require special inspection per 1705.12.2. Page 5 of 12 12. The grid system on structural calculations differs from grid on plans, which can be off throwing since the shear wall length and types of some panels do not match. Please coordinate grids. 13. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1704.3. 14. Provide the following note on the plans: “The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system.” Section 1704.4. 15. If Structural Observation is required, note on the plans: “The owner shall employ a registered design professional to perform structural observations. Deficiencies shall be reported in writing to the owner and the building official. At the conclusion of the work included in the permit, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer’s knowledge, have not been resolved.” Section 1704.6. 16. Clarify collector along grid 4 on plans. 17. Roof plans on architectural sheets show roof pitch change from trusses to rafters. Please clarify connection at the truss connection to make up for the pitch difference. 18. Show location of strap at collector beams to shear wall panels where applicable. 19. In Seismic Design Categories D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 1803.5.12. FOUNDATION 20. Page 11 of the soil’s report recommends that SOG to be 5-inches thick. 21. Provide a letter from the soils engineer confirming that the foundation plan, 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 (when required by the soil report). Page 6 of 12 22. The soils engineer recommended that he/she review the foundation excavations. 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.” 23. Check location of footing supporting beam 15. Also, verify foundation at wall line along beam 15. 24. Provide wall construction for shower enclosures. BUILDING AND LIFE SAFETY ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS PLAN REVIEWER: Jason Pasiut SET: I The following disabled access items are taken from the 2016 edition of California Building Code. Per Section 1.9.1.2, all privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Where existing elements or spaces are altered, each altered element or space shall comply with applicable requirements of Division 2, including CBC section 11B-202.4. CBC section 11B-202.4 states that when alterations or additions are made to existing buildings, an accessible path of travel to the specific area of alteration shall be provided. See exceptions to 11B-202.4. Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: 25. Existing primary path of travel to the building or facility entrance, including: a) Show that the walking surface from the access aisle to the building entrance complies with slope, cross slope, changes in level and clear width provisions of 11B-403. b) Show the accessible entrance door threshold, door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 11B- 206.4. 26. Proposed drinking fountains shall be shown to comply with the accessibility features of 11B-602 and 11B-211.2. a) Show pedestrian protection per 11B-602.9. Page 7 of 12 27. Per Section 11B-804, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: a) A clear floor space at least 30”x 48” shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19” underneath the sink. Section 11B-606.2. b) The accessible sink shall be mounted with the counter or rim no higher than 34” above finish floor. Knee clearance that is at least 27” high, 30” side and 19” underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. Section 11B-606. c) Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. Section 11B-606.4. 28. The tops of tables and counters shall be 34” maximum above the floor. Section 11B-904. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least one of each type of station shall be located at a section of counter that is at least 36” long and no more than 28” to 34” high. Section 11B-904. 29. Per Sections 907.5.2.1.3 and 11B-702.1, when emergency warning systems or fire alarms are provided, there shall also be approved notification appliances for the hearing impaired, installed in accordance with national standards in the following areas: i) Restrooms ii) Multipurpose rooms iii) Lobbies Note: If you have any questions regarding this plan review list please contact Jason Pasiut 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. ELECTRICAL AND ENERGY COMMENTS PLAN REVIEWER: Scott Humphreys SET: I Approved as is. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Scott Humphreys 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 8 of 12 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2016 CALIFORNIA PLUMBING CODE) 30. A Certification of Compliance is necessary when installing CPVC/PEX water piping materials prior to building permit issuance. CPC 604.1.1 (CPVC)/CPC 604.1.2(PEX) Note: Please specify this within the material schedule. 31. Provide the site plumbing plans showing the locations of the gas and water meters, the site gas and water supply piping and the pipe sizing, cleanouts, routes, and slopes for both the sewer and storm drainage systems. 32. 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. 33. If the Building Department is responsible for the installation of the private (civil) site utility systems, then provide complete on-site plumbing construction drawings for the private site water system and private site sewer and storm waste systems. Please provide private building sewer and storm water profile drawings. CPC Chapter 7, Part 2 34. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0. Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. 35. Please state in the plans that all domestic (i.e. potable) hot water piping will have a minimum insulation for the following pipe sizes: ½” pipe (½” insulation); ¾” pipe (1” insulation); 1”- 1 ½” pipes (1 ½” insulation); 2” pipes are larger (2” insulation). CPC 609.11 & ES 150.0(j) 36. Please specify why the system is CPC Table 1216.2(2) and not CPC Table 1216.2(2). Note: The system is undersized per CPC Table 1216.2(1). 37. Please specify how the outdoor sink is proposed to be protected from storm water. Storm water is prohibited from impacting the waste system. 38. The lavatory is considered a public lavatory and must comply with 0.5 GPM. Please correct the fixture schedule. 39. Public lavatories are required to be self-closing or self-metering. CPC 407.4 40. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 110(c)(3). Note: The water heater thermostat may not be used for compliance. Page 9 of 12 41. Specify if the pool heater equipment is proposed to be connected to the domestic water system. If so, clearly show the connection and specify the required backflow prevention. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 42. Please place the (1) indoor and (2) outdoor fireplace manufacture’s installation instructions within the plans. Make sure the clearance to combustibles is specified. 43. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMC 310.0 & CPC 814.0. 44. Please specify the manufacture, model, CFM and other necessary information regarding the residential hood. 45. Specify compliance with CMC 603.4.1 for length limitations for factory made flexible air ducts (5’) and use (not to be used for rigid elbows or fittings). 46. Specify how the lounge and game room will receive the required amount of outside air per California Energy Standards. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss 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. MISCELLANEOUS 47. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 48. 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? Please indicate: Yes No 49. 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 Rich Moreno at EsGil. Thank you. CITY STAFF SEE NEXT PAGE Page 10 of 12 City of La Quinta Fixture Count Plumbing 1 Water Service 8 Gas Pipe Outlets 2 Lavatory 1 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 5 Toilet Solenoid Valve 4 Tub or Shower Backflow Valve <2” 3 Sink (kitchen, bar, laundry) Backflow Valve >2” 1 Dishwasher Spklr. System <50 heads Clothes Washer Spklr. System 51 – 100 heads 1 Urinal Spklr. System >101 heads 2 Floor Drain Septic System (tank & pit) Floor Sink Interceptor (grease, sand, oil) 2 Drinking Fountain 1 Building Sewer Commercial Sink Cesspool, Seepage Pit 5 Roof & Overflow Drain Electrical 2286 Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System 1 Main Service <200 amps 1 Outlet/Light – first 20 Main Service > 200 amps 139 Outlet/Light – 21 & over 1 Subpanel Electric Sign – 1 circuit Ceiling Fan Electric Sign – Add. Circuits 4 Exhaust Fan Bussway Footage Electric Range/Oven 3 Motor – to 1 HP Hood/Fan/Light Combo. 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 1 Refrigerator Trans/Gen – 11 to 50 KVA Freezer Trans/Gen – 51 to 100 KVA Ice Maker Trans/Gen – 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 3 Exhaust Fan Condenser Unit – 31-50 ton 1 Oven/Range Boiler/Compressor – 31 to 50 HP Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP Evap. Cooler/Duct System 2 Air Handling Unit <10M CFM 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 1 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System Page 11 of 12 Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances END OF DOCUMENT Page 12 of 12 DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO L A QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 Non-Residential Plan Check Correction List (os) NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: APRIL 2, 2020 STATUS: SECOND REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 79-179 AHMANSON LN DESCRIPTION: PENDRY CLUBHOUSE APPLICANT: BAR ARCHITECTS / SAM CHAN PLAN CHECK #: BCOM2019-0072 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: BUILDING DEPARTMENT STAFF: The following items are being returned to you for correction: 2ND REVIEW CORRECTION LIST 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. Page 1 of 4 Non-Residential Plan Check Correction List (os) 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 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)Planning review pending submittal by applicant of MBA. 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 b)Provide Riverside County Fire Department approval of this Project. The 2nd 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. 2)Identified ADA shower compartment does not appear to comply with CBC 11B standards, or the detailing provided within the plan set. Revise plans to show compliance as either a standard roll-in or alternate type with specific enlarged detailing of the shower compartment. Plans were revised for layout changes, but no additional compliance information was identified, nor was a response provided by the application. Wash sink also added in the changed area is required to have protection from Protruding Objects per 11B-307. 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 Page 2 of 4 DATE: MAR. 31, 2020 APPLICANT JURIS. JURISDICTION: LA QUINTA PLAN CHECK #.: BCOM2019-0072 SET: II PROJECT ADDRESS: 79179 AHMANSON LN PROJECT NAME: SilverRock Development - Pendry Clubhouse 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. PLEASE SEE BELOW 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: Please see attached for remaining items from previous list. By: ALI SADRE S.E. Enclosures: EsGil 3/13 Page 3 of 4 STRUCTURAL 1.On detail 1/SD-1, specify 5” of slab with #4’s @ 12”o.c., versus 4” of slab with #3’s @ 18”o.c., as noted, per soils report pg. 11. 2.Please provide a letter from the soils engineer indicating the foundation/ grading plans have been reviewed and it’s been determined that the report recommendations have been incorporated into the plans. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact ALI SADRE, S.E. 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. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: II PLUMBING (2016 CALIFORNIA PLUMBING CODE) 3.The outdoor ADA shower (as well all portions of the other showers) are shown to not have a roof overhead. Specify how the showers will be projected from storm water impact. The main concern is the ADA shower. NOTE: the outdoor sink is fine. 4.Response states to see fixture schedule yet no mixing valve is specified for the lavatories. Please correct the fixture schedule. | Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 110(c)(3). Note: The water heater thermostat may not be used for compliance. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 5.Response states to see plumbing plans yet no condensate waste design is shown within the plumbing plans. Please provide. | Detail the primary and secondary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMC 310.0 & CPC 814.0. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss 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 4 of 4 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 DATE: MAR. 31, 2020 APPLICANT JURIS. JURISDICTION: LA QUINTA PLAN CHECK #.: BCOM2019-0072 SET: II PROJECT ADDRESS: 79179 AHMANSON LN PROJECT NAME: SilverRock Development - Pendry Clubhouse 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. PLEASE SEE BELOW 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: Please see attached for remaining items from previous list. By: ALI SADRE S.E. Enclosures: EsGil 3/13 LA QUINTA BCOM2019-0072 MAR. 31, 2020 STRUCTURAL 1. On detail 1/SD-1, specify 5” of slab with #4’s @ 12”o.c., versus 4” of slab with #3’s @ 18”o.c., as noted, per soils report pg. 11. 2. Please provide a letter from the soils engineer indicating the foundation/ grading plans have been reviewed and it’s been determined that the report recommendations have been incorporated into the plans. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact ALI SADRE, S.E. 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. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: II PLUMBING (2016 CALIFORNIA PLUMBING CODE) 3. The outdoor ADA shower (as well all portions of the other showers) are shown to not have a roof overhead. Specify how the showers will be projected from storm water impact. The main concern is the ADA shower. NOTE: the outdoor sink is fine. 4. Response states to see fixture schedule yet no mixing valve is specified for the lavatories. Please correct the fixture schedule. | Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 110(c)(3). Note: The water heater thermostat may not be used for compliance. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 5. Response states to see plumbing plans yet no condensate waste design is shown within the plumbing plans. Please provide. | Detail the primary and secondary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMC 310.0 & CPC 814.0. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss 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. 9320 Chesapeake Drive, Suite 208 San Diego, California 92123 (858) 560-1468 Fax (858) 560-1576 DATE: MAY 13, 2020 APPLICANT JURIS. JURISDICTION: LA QUINTA PLAN CHECK #.: BCOM2019-0072 SET: III PROJECT ADDRESS: 79179 AHMANSON LN PROJECT NAME: SILVERROCK DEVELOPMENT - PENDRY CLUBHOUSE 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: Please submit a letter from the soils engineer to the City indicating the foundation/ grading plans have been reviewed and it’s been determined that the report recommendations have been incorporated into the plans. By: ALI SADRE S.E. Enclosures: EsGil 4/13 LA QUINTA BCOM2019-0072 1/14/2020 [DO NOT PAY – THIS IS NOT AN INVOICE] VALUATION AND PLAN CHECK FEE JURISDICTION: LA QUINTA PLAN CHECK #.: BCOM2019-0072 PREPARED BY: RM,CR,SH,DK,JP DATE: 1/14/2020 BUILDING ADDRESS: 79179 AHMANSON LN BUILDING OCCUPANCY: A-3/B Comments: Sheet 1 of 1 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org January 28, 2020 BAR Architects 315 West 9th #500 Los Angeles, CA 90015 Re: New Building - Fire Plan Review – SilverRock – Pendry Clubhouse BCOM2019-0072 / 79179 AHMANSON LANE, LA QUINTA (PLANS SHOW: 52800 SILVERROCK WAY, LA QUINTA) 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 the following corrections or clarifications: 1) Site plans and conceptual grading plans show a proposed extension of a Fire Access – Hammerhead- T turnaround that utilizes “Permeable Paving” or “Grasscrete” as the medium for the road surface. This alternative material is not automatically acceptable and would need to be proposed by means of an Alternative Materials & Methods (AM&M) submittal to the Office of the Fire Marshal for review and approval. (CFC 104.9) a. This submittal could also address the fire hose pull distance exceeding 150-feet (158-feet if alternative access material is able to be accepted) as required by CFC 503.1.1. 2) Sheet PC-L-1.00 was provided with title of “Landscape Site Plan”. This sheet did not include any vegetation details as would normally be expected. a. It will be required for Fire to review the actual Landscape Plan submittal under separate permit. 3) Sheet PC-E3.1 does not identify the location of the required illuminated exit signs. (CBC 1013.1) 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 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org May 6, 2020 BAR Architects 315 West 9th #500 Los Angeles, CA 90015 Re: New Building - Fire Plan Review – SILVERROCK – PENDRY CLUBHOUSE BCOM2019-0072 / 52-800 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-3 & B occupancies with an occupant load of 83 occupants. 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, Riverside County Ordinance 787 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. 2) Vehicle access gates shall be provided with KNOX Box, Padlock or Key-switch access. Automatic gates shall also have Opticom IR receivers. 3) Approved street signs shall be installed and visible. 4) No Traffic Calming Devices shall be installed. 5) An Alternative Material & Method request for Grasspave2 roadway material and extended hose- lay distance is being reviewed separately. 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 1,000 gpm flow @ 20 psi residual pressure from a minimum of 1 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 4,062 gross square feet structure of type V-B construction. Decreased fire flow requirements were assessed for the provision of NFPA 13 fire sprinkler system being installed. DEFERRED SUBMITTALS REQUIRED 1) PRIVATE FIRE MAIN (FPUWP) – System plans in compliance with NFPA 24 must be submitted to the Fire Department for review and approval. Hydraulic Calculations may be required. 2) FIRE SPRINKLER SYSTEM (FPFSS) - Install a complete fire sprinkler system per NFPA 13. System plans must be submitted to the Fire Department for review and approval. 3) FIRE ALARM/MONITORING SYSTEM (FPFAS) - Install a MONITORING 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. 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. a) Approved plans detail only 4-inch tall numbers and text on sheet PC-A3.01. Either increase to the minimum 12-inches required -or- it is appropriate in this situation to erect a monument nearest the fire access that includes the 12-inch tall numbers and directional arrow directing to the location of the Pendry Clubhouse. *Shall be approved by Office of the Fire Marshal. 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) Install portable fire extinguishers per Title 19. 4) Applicable room door(s) shall be posted “ELECTRICAL”, “FACP”, “FIRE RISER” and “ROOF ACCESS” on the outside of the door so it is visible and in a contrasting color. 5) 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) 6) A durable sign stating, "This door to remain unlocked during business hours" shall be placed on or adjacent to the front exit doors. The sign shall be in letters not less than one inch high on a contrasting background (A <300, B, F, M and S). 7) Illuminated Exit Signage and Egress Illumination placement and functional test will be witnessed by OFM Fire Inspector at time of final inspection. 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 Febraury 26, 2020 AJ Ortega Plan Examiner / Building Inspector Supervisor 78495 Calle Tampico La Quinta, CA 92253 RE: Silver Rock Resort – Pendry Clubhouse PROJECT No: 17028 Plan Check #: BCOM2019-0072 Response to 1st Building Permit Plan Review Comments La Quinta Building Department, Please find below responses to Plan Review Comments made to our Permit Submittal, dated -. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. First Round Comments in standard text. Changes in the drawings, which address a plan check comment, are clouded and tagged with delta (Δ) 1. List of Companies providing responses: BAR – BAR Architects (Architectural) GOUVIS – Gouvis Engineering (Structural, Mechanical, Plumbing, Electrical) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. GENERAL 1. Please make all corrections and upload new complete sets of prints to the La Quinta website. BAR Response: As noted. PLANS 2. All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. All plan sheets were signed. To be verified on final. BAR Response: As noted, see PC drawing set. 3. Provide a fully dimensioned architectural site plan drawn to scale. Sec. 107.2. Include the following: Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures, including pool, on the site plan. BAR Response: As noted, see sheet PC-A1.01. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 02/10/2019 Page 2 of 9 STRUCTURAL 4. Provide truss details and truss calculations for this project. GOUVIS Response: Roof truss details and calculation will be provided for the next submittal by the truss engineer. 5. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a “review” stamp on the truss calculations or a letter). Section 107.3.4.1. GOUVIS Response: Truss layout and calculation will be reviewed and approved by the Engineer of Record. 6. Detail 22/SD-2 does not reflect steel beam connection shown on plans. Please provide proper detail and welding information required. GOUVIS Response: As noted, refer to the updated detail 7 on sheet SD-2 for the steel beam connection. 7. Note HU hardware for cantilevered beams. GOUVIS Response: As noted, see PC-S-1.2 Called out HU hangers for cantilevered beams. See updated plan. 8. Note back spans and fasteners proposed for cantilevered decks. See detail 21/SD-3. a. Detail also states 2x rim. Plans show 4x rim. Please clarify. GOUVIS Response: Not include the unused sheet SD-3 in this submittal. Please see updated drawings. 9. Roof parapet detail is not clear. Architectural plans show a different assembly than structural plans. Please coordinate and note connection to resist overturning. a. Also, architectural detail shows exposed wood. Uppermost portion of a parapet must be of the same fire rating as supporting wall B705.11.1. GOUVIS Response: Added note to detail 6/PC-SD-2. Refer to new detail 13/PC-SD-2. 10. Shear wall types are not defined on SN sheet. GOUVIS Response: Shear wall types are specified on sheet SN-1. Please see updated sheet. 11. Shear walls with nailing spacing less than 4-inches O.C. require special inspection per 1705.12.2. GOUVIS Response: Specified the require Special Inspection in table "Special Inspection Table for Wood Diaphragm & Shear Walls" on sheet SN-1. 12. The grid system on structural calculations differs from grid on plans, which can be off throwing since the shear wall length and types of some panels do not match. Please coordinate grids. GOUVIS Response: As noted, see PC-S-1.2. Revised Grids on plans to match with the calculations. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 02/10/2019 Page 3 of 9 13. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1704.3. GOUVIS Response: As noted, please refer to attached Special Observation Report Form. 14. Provide the following note on the plans: “The contractor responsible for the construction of the seismic- force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system.” Section 1704.4. GOUVIS Response: Added notes 9, 10 on sheet SN-1 under section "MISCELLANEOUS." 15. If Structural Observation is required, note on the plans: “The owner shall employ a registered design professional to perform structural observations. Deficiencies shall be reported in writing to the owner and the building official. At the conclusion of the work included in the permit, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer’s knowledge, have not been resolved.” Section 1704.6. GOUVIS Response: Added notes 9, 10 on sheet SN-1 under section "MISCELLANEOUS." 16. Clarify collector along grid 4 on plans. GOUVIS Response: As noted, see PC-S-1.2. See provided detail 9B/SD-2. Please note that the top plates height are difference along this grid so we provided 3 separate shear wall analysis for each section of the house. (see shearwall calculations on page 27,28&29). 17. Roof plans on architectural sheets show roof pitch change from trusses to rafters. Please clarify connection at the truss connection to make up for the pitch difference. GOUVIS Response: As noted, please refer to detail 7/PC-SD-2 for truss to rafter connection. Roof pitch is not structural and will be added per architect plans. 18. Show location of strap at collector beams to shear wall panels where applicable. GOUVIS Response: As noted, see PC-S-1.2. Please refer to table in detail 8A/PC-SD-2 & 14A/PC-SD-2 (called out on plan) for straps at collection beams to shear wall panels on plan. 19. In Seismic Design Categories D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 1803.5.12. GOUVIS Response: Will be responded by the soil engineer. FOUNDATION 20. Page 11 of the soil’s report recommends that SOG to be 5-inches thick. GOUVIS Response: As noted, see PC-SD-1. Refer to revised detail 1/SD-1 for complete specifications of concrete slab-on-grade with 5" thick slab with #4 bars at 12" o.c. that match to the soil recommends. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 02/10/2019 Page 4 of 9 21. Provide a letter from the soils engineer confirming that the foundation plan, 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 (when required by the soil report). GOUVIS Response: Foundation drawings will be sent to soils engineer for review . Client to submit conformance letter. 22. The soils engineer recommended that he/she review the foundation excavations. 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.” GOUVIS Response: As noted, see PC-S-1.1. Added notes on the foundation plan. 23. Check location of footing supporting beam 15. Also, verify foundation at wall line along beam 15. GOUVIS Response: As noted, see PC-S-1.1. Revised beams per updated architect plan. See updated plan. 24. Provide wall construction for shower enclosures. GOUVIS Response: As noted, see PC-S-LS1. Refer to attachment for the calculations of the CMU wall at shower enclosure. Also refer to CMU wall details on sheet PC-S-LS1. BUILDING AND LIFE SAFETY – Accessibility for Remodels, Additions, and Repairs 25. Existing primary path of travel to the building or facility entrance, including: a. Show that the walking surface from the access aisle to the building entrance complies with slope, cross slope, changes in level and clear width provisions of 11B-403. BAR Response: See Civil PC-C20.00. See PCA-2.01 for entrance floor elevation. No slope or cross slope at concrete walkway. b. Show the accessible entrance door threshold, door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 11B206.4. BAR Response: See detail 6/PC-A8.53 for the accessible entrance door threshold, see Sheet Note 3 on PC A2.21 for further specification. See door A in the door schedule on PC-A2.21 for accessible entrance door hardware. As noted in the door schedule and sheet PC-G0.10, entry door width is 6’-6”. As noted, see PC-A2.01 and 6/PC-G0.19 for accessible entrance door maneuvering clearances. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 02/10/2019 Page 5 of 9 26. Proposed drinking fountains shall be shown to comply with the accessibility features of 11B-602 and 11B- 211.2. c. Show pedestrian protection per 11B-602.9. BAR Response: See wall section 9/PC-A3.32 and detail 11/PC-G0.19 for accessible drinking fountain clear floor space, spout height, and spout location compliant with 11B-602. See PC-A2.01, drinking fountains are in a 72” wide x 79” deep alcove. 27. Per Section 11B-804, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: a. A clear floor space at least 30”x 48” shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19” underneath the sink. Section 11B-606.2. BAR Response: As noted, see PC-A2.01 and 3/PC-A5.01 for clear floor space. See 3B/PC-A5.01 and 8/PC-A9.13 for underneath sink clearances. b. The accessible sink shall be mounted with the counter or rim no higher than 34” above finish floor. Knee clearance that is at least 27” high, 30” side and 19” underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. Section 11B-606. BAR Response: See detail 8/PC-A9.13 c. Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. Section 11B-606.4. BAR Response: As noted, sheet note 2 on PC-A5.01. 28. The tops of tables and counters shall be 34” maximum above the floor. Section 11B-904. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least one of each type of station shall be located at a section of counter that is at least 36” long and no more than 28” to 34” high. Section 11B- 904. BAR Response: See 3/PC-A5.01, the kitchen island has been adjusted to incorporate a 34” high station. 29. Per Sections 907.5.2.1.3 and 11B-702.1, when emergency warning systems or fire alarms are provided, there shall also be approved notification appliances for the hearing impaired, installed in accordance with national standards in the following areas: Restrooms Multipurpose rooms Lobbies BAR Response: As noted, sheet note 8 on PC-A6.01 has been updated. Visual and audible alarm locations noted on reflected ceiling plan, PC-A6.01. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 02/10/2019 Page 6 of 9 ELECTRICAL AND ENERGY COMMENTS Approved as is. PLUMBING COMMENTS 30. A Certification of Compliance is necessary when installing CPVC/PEX water piping materials prior to building permit issuance. CPC 604.1.1 (CPVC)/CPC 604.1.2(PEX) Note: Please specify this within the material schedule. GOUVIS Response: As noted, refer to added flushing procedure notes and general note in material schedule on sheet PC-P0.2. 31. Provide the site plumbing plans showing the locations of the gas and water meters, the site gas and water supply piping and the pipe sizing, cleanouts, routes, and slopes for both the sewer and storm drainage systems. GOUVIS Response: All site routing and sizing shall be located on the civil plans. Please refer to the civil plans for all routing outside of the building footprint. 32. 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. GOUVIS Response: Refer to civil plans for information regarding the extent of the private utilities for this project. 33. If the Building Department is responsible for the installation of the private (civil) site utility systems, then provide complete on-site plumbing construction drawings for the private site water system and private site sewer and storm waste systems. Please provide private building sewer and storm water profile drawings. CPC Chapter 7, Part 2. GOUVIS Response: Civil plans shall be provided if required. 34. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0. Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. GOUVIS Response: As noted, see PC-3.1A. Backwater valve has been added to the sanitary sewer routing. The next upstream structure for the site routing is a cleanout, with adjacent buildings at a higher finished floor elevation. In order to protect this building from any backflow, the backwater valve has been added. 35. Please state in the plans that all domestic (i.e. potable) hot water piping will have a minimum insulation for the following pipe sizes: ½” pipe (½” insulation); ¾” pipe (1” insulation); 1”- 1 ½” pipes (1 ½” insulation); 2” pipes are larger (2” insulation). CPC 609.11 & ES 150.0(j) GOUVIS Response: As noted, refer to updated insulation thickness table on sheet PC-P0.1. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 02/10/2019 Page 7 of 9 36. Please specify why the system is CPC Table 1216.2(2) and not CPC Table 1216.2(2). Note: The system is undersized per CPC Table 1216.2(1). GOUVIS Response: Per SoCal Gas Guidebook, a minimum service pressure of 8” water column is supplied from the utility company, therefore table 1216.2(2) is used. Note has been added to sheet PC-P0.1 to indicate that this pressure shall be verified during construction. 37. Please specify how the outdoor sink is proposed to be protected from storm water. Storm water is prohibited from impacting the waste system. GOUVIS Response: Per conversation with CVWD, so long as only direct rainwater is capable of entering the drain, for a small area the connection to sanitary sewer is allowed. 38. The lavatory is considered a public lavatory and must comply with 0.5 GPM. Please correct the fixture schedule. GOUVIS Response: As noted, see PC-P0.2. Plumbing Fixture schedule has been updated. 39. Public lavatories are required to be self-closing or self-metering. CPC 407.4 GOUVIS Response: As noted, plumbing fixture schedule has been updated. Also refer to cal green flow rates table on sheet PC-P0.2. 40. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 110(c)(3). Note: The water heater thermostat may not be used for compliance. GOUVIS Response: As noted, mixing valves shall be supplied for all public use lavatories. Mixing valve has been added to equipment schedules on sheet PC-P0.2 41. Specify if the pool heater equipment is proposed to be connected to the domestic water system. If so, clearly show the connection and specify the required backflow prevention. GOUVIS Response: As noted, see PC-P3.1A. Pool equipment is to be connected to domestic water with appropriate RPZ for backflow protection. Note: If you have any questions regarding this Plumbing plan review list please contact Connor Reuss 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 MECHANICAL COMMENTS 42. Please place the (1) indoor and (2) outdoor fireplace manufacture’s installation instructions within the plans. Make sure the clearance to combustibles is specified. GOUVIS Response: As noted, see PCMD-2 and PCMD-3. Fire pit and fire place specification have been added to the detail sheet with umber 9 & 10. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 02/10/2019 Page 8 of 9 43. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMC 310.0 & CPC 814.0. GOUVIS Response: As noted, refer to Plumbing drawing that shows condensate design. 44. Please specify the manufacture, model, CFM and other necessary information regarding the residential hood. GOUVIS Response: As noted, see PCM-2.1. Owner did not select hood appliance yet. Mechanical plans show 6" connection and exhaust duct to provide minimum required exhaust rate per ASHRAE 62.2 standard. 45. Specify compliance with CMC 603.4.1 for length limitations for factory made flexible air ducts (5’) and use (not to be used for rigid elbows or fittings). GOUVIS Response: As noted, see PCM-2.1. Length limitation for flexible ducts has been added in HVAC General Notes. 46. Specify how the lounge and game room will receive the required amount of outside air per California Energy Standards. GOUVIS Response: As noted, see PCM-2.1. Outside air intake has been shown into the plan. Note: If you have any questions regarding this Mechanical plan review list please contact Connor Reuss 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 MISCELLANEOUS 47. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. BAR Response: Clouded changes and relevant response. Titleblock lists REV 1. Responses included page and note number when relevant. 48. 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. Please indicate: Yes/No BAR Response: · The back of house (offices, mail room, bathrooms) have been reconfigured. · The outdoor showers have been updated. · Pool / Spa separation has been increased. 49. 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 Rich Moreno at EsGil. Thank you. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 02/10/2019 Page 9 of 9 RE: Silver Rock Resort – Pendry Clubhouse PROJECT No: 17028 Plan Check #: BCOM2019-0072 Response to 1st Fire Plan Review Comments Riverside County Fire Department, Please find below responses to Plan Review Comments made to our Permit Submittal, dated -. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. First Round Comments in standard text. Changes in the drawings, which address a plan check comment, are clouded and tagged with delta (Δ) 1. List of Companies providing responses: BAR – BAR Architects (Architectural) GOUVIS – Gouvis Engineering (Structural, Mechanical, Plumbing, Electrical) BURTON – Burton Studio (Landscape) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. 1. Site plans and conceptual grading plans show a proposed extension of a Fire Access – Hammerhead-T turnaround that utilizes “Permeable Paving” or “Grasscrete” as the medium for the road surface. This alternative material is not automatically acceptable and would need to be proposed by means of an Alternative Materials & Methods (AM&M) submittal to the Office of the Fire Marshal for review and approval. (CFC 104.9) a. This submittal could also address the fire hose pull distance exceeding 150-feet (158-feet if alternative access material is able to be accepted) as required by CFC 503.1.1. BAR Response: We will submit application for alternate means and methods for alternate paving material. 2. Sheet PC-L-1.00 was provided with title of “Landscape Site Plan”. This sheet did not include any vegetation details as would normally be expected. a. It will be required for Fire to review the actual Landscape Plan submittal under separate permit. BURTON Response: Fire access, clear of vegetation, path, see PC-L-1.00. As noted, landscape plan submittal under separate permit. 3. Sheet PC-E3.1 does not identify the location of the required illuminated exit signs. (CBC 1013.1) GOUVIS Response: As noted, see PC-E3.1. Provided exit sign. 04/April 10, 2020 AJ Ortega Plan Examiner / Building Inspector Supervisor 78495 Calle Tampico La Quinta, CA 92253 RE: Silver Rock Resort – Pendry Clubhouse PROJECT No: 17028 Plan Check #: BCOM2019-0072 Response to 1st Building Permit Plan Review Comments La Quinta Building Department, Please find below responses to Plan Review Comments made to our Permit Submittal, dated 04/10/2020. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. First Round Comments in standard text. Changes in the drawings, which address a plan check comment, are clouded and tagged with delta (Δ) 2. List of Companies providing responses: BAR – BAR Architects (Architectural) GOUVIS – Gouvis Engineering (Structural, Mechanical, Plumbing, Electrical) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. 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 licenses 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. BAR Response: AS NOTED 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) Planning review pending submittal by applicant of MBA BAR Response: WILL COMPLY, IN PROGRESS 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): BAR Response: IN PROGRESS a) Prior to Building Permit Issuance, The Following Items Are Required: i) Approved Precise Grading Plan ii) Pad Elevation Certs iii) Compaction Report Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 4/10/20 Page 2 of 5 b) Provide Riverside County Fire Department approval of this Project. The 2nd Review is Still Pending, please contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions. BAR Response: SEE SHEET 4 and 5 for responses. 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. Identified ADA shower compartment does not appear to comply with CBC 11B standards, or the detailing provided within the plan set. Revise plans to show compliance as either a standard roll-in or alternate type with specific enlarged detailing of the shower compartment. Plans were revised for layout changes, but no additional compliance information was identified, nor was a response provided by the application. Wash sink also added in the changed area is required to have protection from Protruding Objects per 11B- 307. BAR Response: PLEASE SEE PC-A5.01 #5, FOR ENLARGED PLANS AND ELEVATIONS. COMPLYING WITH CBC 11B STANDARD. FIN WALL ADDED AT SIDE OF WASH BASIN. NOTE, WASH BASIN NOT IN CIRCULATION PATH. 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 provide at this submittal to calculate fees for this project. Fee calculation will be performed with Plans are complete. CORRECTION LIST CONTINUED BY EsGil COMPANY STRUCTURAL 1. On detail 1/SD-1, specify 5” of slab with #4’s @ 12”o.c., versus 4” of slab with #3’s @ 18”o.c., as noted, per soils report pg. 11. GOUVIS Response: Please see revised detail 1/SD-1. 2. Please provide a letter from the soils engineer indicating the foundation/ grading plans have been reviewed and it’s been determined that the report recommendations have been incorporated into the plans. GOUVIS Response: Will comply, soils review letter in progress Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 4/10/20 Page 3 of 5 Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact ALI SADRE, S.E. 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. PLUMBING AND MECHANICAL PLAN REVIEWER: Conner Reuss; SET: II PLUMBING (2016 CALIFORNIA PLUMBING CODE) 3. The outdoor ADA shower (as well all portions of the other showers) are shown to not have a roof overhead. Specify how the showers will be projected from storm water impact. The main concern is the ADA shower. NOTE: the outdoor sink is fine. GOUVIS Response: Per conversation with CVWD, so long as only direct rainwater enters the drains for the small areas of the outdoor showers, this is acceptable. The roof line above the ADA shower shall be constructed to prevent water from running into the shower compartment, refer to attached spec sheet for reference. The floor outside of the shower compartments is also sloped away from the drain to prevent water from entering the shower compartment. 4. Response states to see fixture schedule yet no mixing valve is specified for the lavatories. Please correct the fixture schedule. | Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 110(c)(3). Note: The water heater thermostat may not be used for compliance. GOUVIS Response: Thermostatic mixing valve schedule was added to sheet PC-P0.2 during last cycle for review. Please refer to schedule near bottom right of the page for mixing valve information. Condensate routing has been added to the plumbing plans along with the condensate pump schedule. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 5. Response states to see plumbing plans yet no condensate waste design is shown within the plumbing plans. Please provide. | Detail the primary and secondary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMC 310.0 & CPC 814.0. GOUVIS Response: Condensate routing has been added to the plumbing plans along with the condensate pump schedule. Please see plumbing plan sheet PC-P3.1B for routing and PC-P0.2 for condensate pump schedule. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Conner Reuss 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. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 4/10/20 Page 4 of 5 April 10, 2020 RE: Silver Rock Resort – Pendry Clubhouse PROJECT No: 17028 Plan Check #: BCOM2019-0072 Response to 1st Fire Plan Review Comments Riverside County Fire Department, Please find below responses to Plan Review Comments made to our Permit Submittal, dated -. Our responses are in bold directly below each comment. Comment responses and their numbering are duplicated below from the original letter for ease of review. First Round Comments in standard text. Changes in the drawings, which address a plan check comment, are clouded and tagged with delta (Δ) 1. List of Companies providing responses: BAR – BAR Architects (Architectural) GOUVIS – Gouvis Engineering (Structural, Mechanical, Plumbing, Electrical) BURTON – Burton Studio (Landscape) Any referenced support documents appear at the end of each discipline’s response section. The support documents specify their associated comment # on the top right of each page of the document. 1. Though the Alternative Material & Methods Request (FCMP2020-0005) has been received; the proposal must be approved. Looking at the proposed alternative access, the required maximum fire access distance as measured "as a fire hose would lay" is exceeding 150-feet. Riverside County Fire Department does not extend this requirement for simply having a fire sprinkler system that is already required by code or ordinance as is the case here. Add to the fact that the access is over an alternative material, an increased mitigation would need to be identified for the increased access distance. *It is necessary for the AMMR and these plans to specifically identify the increased mitigation (i.e. increased fire sprinkler system density/area design). BAR Response: The design team is proposing to increase the automatic sprinkler system design density for all Light Hazard areas within the clubhouse building. Sprinkler protection for Light Hazard areas will be provided in accordance with the requirements for Ordinary Hazard Group 1 at a density of 0.15 gpm/SF over 1,500 SF per NFPA 13. Maximum spacing for sprinklers will be 130 SF in accordance with the NFPA 13 requirements for ordinary hazard sprinklers. Quick response sprinklers will still be provided in all area that are considered light hazard in accordance with CBC 903.3.2. As a result of the increased sprinkler density proposed for the clubhouse building, the design team requests the maximum hose pull distance be extended to 175 feet (see the attachment for the hose pull distance). See General note #15 PC-G0.01. 2. On sheet PC-L-5.01 a detail of the Grasspave2 cross-section is provided. This detail is not consistent with the details provided as part of the specific AMMR. It also needs to provide dimension details that are consistent with the submitted AMMR. *The AMMR is not consistent in concrete path dimensions with that of other submitted AMMRs. BURTON Response: see updated PC-L1.00, PC-L5.01 and GB-L1.00 and GB-L5.01. Updated detail and dimensions on all alt paving locations. 3. The plans do not identify the location of the fire sprinkler riser and due to the architectural details, there is concern that an adequate location has not been considered. The fire riser shall be provided with adequate access in compliance with Riverside County Fire Info Bulletin #06-07 (Attached). BAR Response: Fire sprinkler riser will be located in a closet within the office, see PC-A2.01. Closet shall have minimum dimensions of 4 feet in width by 2 feet depth in order to comply with the clearance requirements from Riverside Fire. See attachment for suggested riser location. Silver Rock Resort - Pendry Clubhouse/ Plan Check # BCOM2019-0072 Building Permit First Round Plan Check Responses 4/10/20 Page 5 of 5 4. Please identify the size, classification, location and installation method of the 1 or more portable fire extinguishers. BAR Response: 2-A:20-B:C Fire Extinguisher, installed in metal and glass cabinets either on or in the wall. Carrying handles placed 3-1/2 to 5 feet above the floor. Locations shown in exhibit. 5. Identify the location of the KNOX box for fire access key storage. BAR Response: Location shown in exhibit. Wall mount by exterior service gate. 6. Identify the location of the building address in compliance with Riverside County Fire Policy. 12-inch tall numbers on buildings, minimum .5-inch stroke width, contrasting color. *Or identify alternative arrangement for addressing installations. BAR Response: See building elevation 1/PC-A3.01. Wall mounted address. 4” tall letter per 2016 SDP and 2016 CFC. Golf Bungalows, Pendry Residences & Clubhouse Located in the City of La Quinta Plan Check Correction Response GECG Job No.: 65198 - 701 PENDRY CLUBHOUSE Re: February 24, 2020 Plan Checker: AJ ORTEGA /ESGIL - BCOM2019-0072 STRUCTURAL Item No. Sheet No. Responses to Comments 4 N/A Roof truss details and calculation will be provided for the next submittal by the truss engineer 5 N/A Truss layout and calculation will be reviewed and approved by Engineer of Record. 6 SD-2 Please refer to the updated detail 7 on sheet SD-2 for the steel beam connection. 7 PC-S-1.2 Called out HU hangers for cantilevered beams. See updated plan. 8 N/A Not include the unused sheet SD-3 in this submittal. Please see updated drawings. 9 PC-SD-2 Added note to detail 6/PC-SD-2. Refer to new detail 13/PC-SD-2. 10 SN-1 Shear wall types are specified on sheet SN-1. Please see updated sheet. 11 Specified the require Special Inspection in table "Special Inspection Table for Wood Diaphragm & Shear Walls" on sheet SN-1. 12 PC-S-1.2 Revised Grids on plans to match with the calculations. 13 Attachment Please refer to attached Special Observation Report Form. 14,15 SN-1 Added notes 9,10 on sheet SN-1 under section "MISCELLANEOUS" 16 PC-S-1.2 Provided detail 9B/SD-2. Please note that the top plates height are difference along this grid so we provided 3 separate shear wall analysis for each section of the house. ( see shearwall calculations on page 27,28&29). 17 PC-SD-2 Please refer to detail 7/PC-SD-2 for truss to rafter connection. Roof pitch is not structural and will be added per architect plans. 18 PC-S-1.2 Please refer to table in detail 8A/PC-SD-2 & 14A/PC-SD-2 (called out on plan) for straps at collection beams to shear wall panels on plan. 19 N/A Will be responded by the soil engineer. 20 PC-SD-1 Please refer to revised detail 1/SD-1 for complete specifications of concrete slab-on-grade with 5" thick slab with #4 bars at 12" o.c. that match to the soil recommends. 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam Page 2Golf Bungalows, Pendry Residences & Clubhouse Plan Check Correction Response GECG Job No.: 65198 - 701 Located in the City of La Quinta February 24, 2020 Plan Checker: AJ ORTEGA /ESGIL - BCOM2019-0072 STRUCTURAL 21 N/A Foundation drawings will be sent to soils engineer for review . Client to submit conformance letter. 22 PC-S-1.1 Added notes on the foundation plan. 23 PC-S-1.1 Revised beams per updated architect plan. See updated plan. 24 PC-S- LS1&Attachment Refer to attachment for the calculations of the CMU wall at shower enclosure. Also refer to CMU wall details on sheet PC-S-LS1. Regards, GOUVIS ENGINEERING CONSULTING GROUP, INC. Julia Pham Project Manager If you should have any questions, please contact our office. BUILDING & SAFETY DIVISION 4080 Lemon Street Riverside, CA 92501 Phone: 951-955-1800 STRUCTURAL OBSERVATION REPORT FORM STRUCTURAL OBSERVATION means the visual observation of the structural system, for general conformance to the approved plans and specifications, at significant construction stages and at completion of the structural system. Structural observation does not include or waive the responsibility for the inspections required by Section 110, 1701 or other sections of the Building Code. 284-028 (Rev. 1/2020) Project Address: Structural Observer of Record (SOR): SOR Phone No.: Building Permit No.: Structural Observation performed by: Observer Professional Lic./Reg. No.: Observer Phone No.: Report No. Page No. of This report includes all construction work through (DAY) of (MONTH), 20 OBSERVED STRUCTURAL ELEMENTS AND THEIR CONNECTIONS FOUNDATION WALL FRAMES FLOOR PORTION OBSERVED, IF NOT WHOLE Footing, Stem Walls Concrete Steel Moment Frame Concrete Mat Foundation Masonry Steel Braced Frame Steel Deck Caisson, Piles, Grade Beams Wood Concrete Moment Frame Wood Retaining Foundation, Hillside Special Anchors Other Masonry Wall Frame Others: Others: Others: OBSERVED DEFICIENCIES: I DECLARE THAT THE FOLLOWING STATEMENTS ARE TRUE TO THE BEST OF MY KNOWLEDGE: 1.I AM THE ENGINEER OR ARCHITECT RETAINED BY THE OWNER TO BE IN RESPONSIBLE CHARGE FOR THE STRUCTURAL OBSERVATION IN ACCORDANCE WITH THE REQUIREMENTS OF THE COUNTY OF RIVERSIDE. 2.I, OR ANOTHER ENGINEER OR ARCHITECT WHO I HAVE DESIGNATED ABOVE AND IS UNDER MY RESPONSIBLE CHARGE, HAS PERFORMED THE REQUIRED SITE VISITS AT EACH SIGNIFICANT CONSTRUCTION STAGE TO VERIFY IF THE STRUCTURE IS IN GENERAL CONFORMANCE WITH APPROVED PLANS AND SPECIFICATIONS; 3.ALL DEFICIENCIES WHICH REMAIN TO BE CORRECTED HAVE BEEN INDICATED ABOVE; 4.RECOMMEND THAT ACCEPTANCE OF THE STRUCTURAL SYSTEMS BY THE COUNTY OF RIVERSIDE BE WITHHELD UNTIL ALL OBSERVED DEFICIENCIES ARE CORRECTED.STAMP OF STRUCTURAL OBSERVER OF RECORD SIGNATURE (OBSERVER OF RECORD) DATE Rendell Klaarenbeek Deputy Director of TLMA Building Official Title :6'-0" MAX Page : 1 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: M:\Name\TPham\65198\65198 cmu calc.RPX RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal 1.00 6.75 0.00 12.00 1,995.0 35.0 0.0 200.0 Criteria Soil Data Retained Height =ft Wall height above soil = ft Active Heel Pressure = psf/ft Slope Behind Wall Height of Soil over Toe in Water height over heel = ft = = 120.00= pcf = Soil Density, Heel = Passive Pressure = psf/ft Allow Soil Bearing = psf Soil Density, Toe 120.00 pcf Footing||Soil Friction = 0.300 Soil height to ignore for passive pressure = 12.00 in Equivalent Fluid Pressure Method Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load = 0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist = 0.00 ft Wind on Exposed Stem psf21.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load = 0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Line Load Surcharge Over Toe psf Footing Width = 0.00 ft...Height to Top = 0.00 ft Eccentricity = 0.00 in...Height to Bottom = 0.00 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning = 0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Service Level) Seismic (E)= Design Summary Wall Stability Ratios Overturning =1.69 OK Sliding = 3.01 OK Total Bearing Load = 1,125 lbs ...resultant ecc. = 9.03 in Soil Pressure @ Toe = 1,505 psf OK Soil Pressure @ Heel = 0 psf OK Allowable =1,995 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 2,107 psf ACI Factored @ Heel = 0 psf Footing Shear @ Toe = 2.8 psi OK Footing Shear @ Heel = 2.9 psi OK Allowable = 75.0 psi Sliding Calcs Lateral Sliding Force =211.8 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 337.4 300.0 = = 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Normal Weight Stem Construction 2nd Bottom Stem OK Stem OK Shear.....Actual Design Height Above Ftg = 1.75ft 0.00 Wall Material Above "Ht" = Masonry Concrete Thickness = 6.00 6.00 Rebar Size = ## 4 5 Rebar Spacing = 16.00 16.00 Rebar Placed at =Center Center Design Data fb/FB + fa/Fa = 0.232 0.220 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable = 1,621.9 2,851.7ft-# =psi Shear.....Allowable = 69.7 75.0psi Wall Weight = 63.0 75.0psf Rebar Depth 'd' = 2.75in 3.00 Masonry Data f'm = 1,500psi Fy =psi 60,000 Solid Grouting = Yes Modular Ratio 'n'= 21.48 Equiv. Solid Thick.=5.60in Concrete Data f'c = 2,500.0psi Fy = 60,000.0 Masonry Design Method LRFD= Load Factors Building Code CBC 2016,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 psi Service Level = 126.0 169.8lbsStrength Level Service Level Strength Level = 378.0 629.5ft-# Service Level Strength Level = 1.9 4.7psi Design Method = LRFD LRFD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Anet (Masonry)= 67.50in2 Title :6'-0" MAX Page : 2 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: M:\Name\TPham\65198\65198 cmu calc.RPX RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.0522 in2/ft (4/3) * As : 0.0696 in2/ft Min Stem T&S Reinf Area 0.252 in2 200bd/fy : 200(12)(3)/60000 : 0.12 in2/ft Min Stem T&S Reinf Area per ft of stem Height : 0.144 in2/ft 0.0018bh : 0.0018(12)(6) : 0.1296 in2/ft Horizontal Reinforcing Options : ============ One layer of : Two layers of : Required Area : 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area : 0.2325 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area : 0.4064 in2/ft #6@ 36.67 in #6@ 73.33 in 0.92 1.58 12.00 Footing Torsion, Tu ==ft-lbs5,948.50Min. As % Footing Allow. Torsion, phi Tu 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 6,075.00 = 2,500psi Toe Width = ft Heel Width = Key Distance from Toe Key Depth Key Width = in = in = 0.00 0.00 2.00 ft Footing Thickness = in 2.50= Cover @ Top =2.00 in@ Btm.= 3.00 in Total Footing Width = 150.00pcfFooting Concrete Density Fy = 60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe: Not req'd: Mu < phi*5*lambda*sqrt(f'c)*Sm Not req'd: Mu < phi*5*lambda*sqrt(f'c)*Sm = None Spec'd = = = = = 2,107 8,456 1,635 128 2.76 40.00 Heel: 0 1 2,284 -179 2.89 40.00 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing = None Spec'd Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.65 0.26 #4@ 9.26 in #5@ 14.35 in #6@ 20.37 in in2 in2 /ft If two layers of horizontal bars: #4@ 18.52 in #5@ 28.70 in #6@ 40.74 in supplemental design for footing torsion. Title :6'-0" MAX Page : 3 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: M:\Name\TPham\65198\65198 cmu calc.RPX RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING..... Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = 141.8 5.38 761.9 = = 110.0 0.46 50.5= = = Stem Weight(s) = 509.3 1.17 594.3 Earth @ Stem Transitions =Footing Weight = 375.2 1.25 469.1 Key Weight = 2.00 Added Lateral Load lbs =808.6 Vert. Component Total = 1,124.5 1,368.7 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Total = R.M. =211.8 O.T.M. = Resisting/Overturning Ratio =1.69 Vertical Loads used for Soil Pressure = 1,124.5 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) 130.1 1.96 1.96 254.8 254.8 Watre Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 70.0 0.67 46.7 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only) 0.130 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Title :6'-0" MAX Page : 4 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: M:\Name\TPham\65198\65198 cmu calc.RPX RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Title :6'-0" MAX Page : 5 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: M:\Name\TPham\65198\65198 cmu calc.RPX RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Wall:Concrete Masonry Designer to determine bar cutoff locations 7.75 ft 1.00 ft 1.75 ft 0.00 ft 0.0 lbs 20.0 lbs 40.0 lbs 60.0 lbs 80.0 lbs 100.0 lbs 120.0 lbs 140.0 lbs 160.0 lbs 180.0 lbs Applied Shear Diagram Top of Soil Title :6'-0" MAX Page : 6 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: M:\Name\TPham\65198\65198 cmu calc.RPX RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Wall:Concrete Masonry Allowable Moment Lines:Concrete Masonry Designer to determine bar cutoff locations 7.75 ft 1.00 ft 1.75 ft 0.00 ft 0.0 ft-# 320.0 ft-# 640.0 ft-# 960.0 ft-# 1,280.0 ft-# 1,600.0 ft-# 1,920.0 ft-# 2,240.0 ft-# 2,560.0 ft-# 2,880.0 ft-# Applied Moment Diagram Top of Soil Actual = 378.0 Allow. = 1,621.9ft-# Mu = 629.5 MnPhi = 2,851.7ft-# Title :6'-0" MAX rev Page : 1 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: g:\65198\structural revit\calc\65198 cmu calc.rpx RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal 1.00 6.75 0.00 12.00 1,995.0 35.0 0.0 200.0 Criteria Soil Data Retained Height =ft Wall height above soil = ft Active Heel Pressure = psf/ft Slope Behind Wall Height of Soil over Toe in Water height over heel = ft = = 120.00= pcf = Soil Density, Heel = Passive Pressure = psf/ft Allow Soil Bearing = psf Soil Density, Toe 120.00 pcf Footing||Soil Friction = 0.300 Soil height to ignore for passive pressure = 12.00 in Equivalent Fluid Pressure Method Surcharge Loads Adjacent Footing Load Load Type 0.0 Lateral Load = 0.0 #/ft 0.0 0.0 0.0 0.0 Axial Load Applied to Stem Wall to Ftg CL Dist = 0.00 ft Wind on Exposed Stem psf21.0= Lateral Load Applied to Stem Surcharge Over Heel =psf Adjacent Footing Load = 0.0 lbs Axial Dead Load (Service Level) =lbs Footing Type Line Load Surcharge Over Toe psf Footing Width = 0.00 ft...Height to Top = 0.00 ft Eccentricity = 0.00 in...Height to Bottom = 0.00 ft Used To Resist Sliding & Overturning Used for Sliding & Overturning = 0.0 ft Axial Live Load = Base Above/Below Soil lbs = Axial Load Eccentricity ==Poisson's Ratio 0.300 at Back of Wall in (Service Level) Seismic (E)= Design Summary Wall Stability Ratios Overturning =2.29 OK Sliding = 3.01 OK Total Bearing Load = 1,124 lbs ...resultant ecc. = 3.84 in Soil Pressure @ Toe = 795 psf OK Soil Pressure @ Heel = 105 psf OK Allowable =1,995 psf Soil Pressure Less Than Allowable ACI Factored @ Toe = 1,113 psf ACI Factored @ Heel = 147 psf Footing Shear @ Toe = 5.3 psi OK Footing Shear @ Heel = 4.0 psi OK Allowable = 75.0 psi Sliding Calcs Lateral Sliding Force =211.8 lbs less 100% Passive Force less 100% Friction Force Added Force Req'd ....for 1.5 Stability = 0.0= 337.3 300.0 = = 0.0 - lbs lbs lbs OK lbs OK - Masonry Block Type = Normal Weight Stem Construction 2nd Bottom Stem OK Stem OK Shear.....Actual Design Height Above Ftg = 1.75ft 0.00 Wall Material Above "Ht" = Masonry Concrete Thickness = 6.00 6.00 Rebar Size = ## 4 5 Rebar Spacing = 16.00 16.00 Rebar Placed at =Center Center Design Data fb/FB + fa/Fa = 0.232 0.220 Total Force @ Section =lbs Moment....Actual =ft-# Moment.....Allowable = 1,621.9 2,851.7ft-# =psi Shear.....Allowable = 69.7 75.0psi Wall Weight = 63.0 75.0psf Rebar Depth 'd' = 2.75in 3.00 Masonry Data f'm = 1,500psi Fy =psi 60,000 Solid Grouting = Yes Modular Ratio 'n'= 21.48 Equiv. Solid Thick.=5.60in Concrete Data f'c = 2,500.0psi Fy = 60,000.0 Masonry Design Method LRFD= Load Factors Building Code CBC 2016,ACI Dead Load 1.200 Live Load 1.600 Earth, H 1.600 Wind, W 1.000 Seismic, E 1.000 psi Service Level = 126.0 169.8lbsStrength Level Service Level Strength Level = 378.0 629.5ft-# Service Level Strength Level = 1.9 4.7psi Design Method = LRFD LRFD Vertical component of active lateral soil pressure IS NOT considered in the calculation of soil bearing Anet (Masonry)= 67.50in2 Title :6'-0" MAX rev Page : 2 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: g:\65198\structural revit\calc\65198 cmu calc.rpx RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Concrete Stem Rebar Area Details Bottom Stem Vertical Reinforcing Horizontal Reinforcing As (based on applied moment) :0.0522 in2/ft (4/3) * As : 0.0696 in2/ft Min Stem T&S Reinf Area 0.252 in2 200bd/fy : 200(12)(3)/60000 : 0.12 in2/ft Min Stem T&S Reinf Area per ft of stem Height : 0.144 in2/ft 0.0018bh : 0.0018(12)(6) : 0.1296 in2/ft Horizontal Reinforcing Options : ============ One layer of : Two layers of : Required Area : 0.1296 in2/ft #4@ 16.67 in #4@ 33.33 in Provided Area : 0.2325 in2/ft #5@ 25.83 in #5@ 51.67 in Maximum Area : 0.4064 in2/ft #6@ 36.67 in #6@ 73.33 in 2.00 0.50 12.00 Footing Torsion, Tu ==ft-lbs0.00Min. As % Footing Allow. Torsion, phi Tu 0.0018 =ft-lbs Footing Data If torsion exceeds allowable, provide f'c 0.00 = 2,500psi Toe Width = ft Heel Width = Key Distance from Toe Key Depth Key Width = in = in = 0.00 0.00 2.00 ft Footing Thickness = in 2.50= Cover @ Top =2.00 in@ Btm.= 3.00 in Total Footing Width = 150.00pcfFooting Concrete Density Fy = 60,000 psi Footing Design Results Key: = No key defined Factored Pressure Mu' : Upward Mu' : Downward Mu: Design Actual 1-Way Shear Allow 1-Way Shear Toe: Not req'd: Mu < phi*5*lambda*sqrt(f'c)*Sm Not req'd: Mu < phi*5*lambda*sqrt(f'c)*Sm = None Spec'd = = = = = 1,113 20,519 7,776 611 5.29 40.00 Heel: 147 0 0 0 4.01 40.00 HeelToe psf ft-# ft-# ft-# psi psi Heel Reinforcing = None Spec'd Other Acceptable Sizes & Spacings Key Reinforcing Toe Reinforcing = None Spec'd Min footing T&S reinf Area Min footing T&S reinf Area per foot If one layer of horizontal bars: 0.65 0.26 #4@ 9.26 in #5@ 14.35 in #6@ 20.37 in in2 in2 /ft If two layers of horizontal bars: #4@ 18.52 in #5@ 28.70 in #6@ 40.74 in supplemental design for footing torsion. Title :6'-0" MAX rev Page : 3 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: g:\65198\structural revit\calc\65198 cmu calc.rpx RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Summary of Overturning & Resisting Forces & Moments .....RESISTING..........OVERTURNING..... Force Distance Moment Distance Moment Item Force ft-#lbs ftft ft-#lbs Sloped Soil Over Heel =Surcharge over Heel = Surcharge Over Heel = = Adjacent Footing Load =Adjacent Footing Load Axial Dead Load on Stem = =* Axial Live Load on Stem Soil Over Toe Surcharge Over Toe Surcharge Over Toe Load @ Stem Above Soil = 141.8 5.38 761.9 = = 240.0 1.00 240.0= = = Stem Weight(s) = 509.3 2.25 1,145.8 Earth @ Stem Transitions =Footing Weight = 375.0 1.25 468.8 Key Weight = 2.00 Added Lateral Load lbs =808.6 Vert. Component Total = 1,124.3 1,854.6 * Axial live load NOT included in total displayed, or used for overturning resistance, but is included for soil pressure calculation. Total = R.M. =211.8 O.T.M. = Resisting/Overturning Ratio =2.29 Vertical Loads used for Soil Pressure = 1,124.3 lbs Vertical component of active lateral soil pressure IS NOT considered in the calculation of Sliding Resistance. Vertical component of active lateral soil pressure IS NOT considered in the calculation of Overturning Resistance. Soil Over HL (ab. water tbl) Soil Over HL (bel. water tbl) Watre Table Buoyant Force = HL Act Pres (ab water tbl) HL Act Pres (be water tbl) 70.0 0.67 46.7 Hydrostatic Force Tilt Horizontal Deflection at Top of Wall due to settlement of soil (Deflection due to wall bending not considered) Soil Spring Reaction Modulus 250.0 pci Horizontal Defl @ Top of Wall (approximate only) 0.068 in The above calculation is not valid if the heel soil bearing pressure exceeds that of the toe, because the wall would then tend to rotate into the retained soil. Title :6'-0" MAX rev Page : 4 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: g:\65198\structural revit\calc\65198 cmu calc.rpx RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Title :6'-0" MAX rev Page : 5 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: g:\65198\structural revit\calc\65198 cmu calc.rpx RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Wall:Concrete Masonry Designer to determine bar cutoff locations 7.75 ft 1.00 ft 1.75 ft 0.00 ft 0.0 lbs 20.0 lbs 40.0 lbs 60.0 lbs 80.0 lbs 100.0 lbs 120.0 lbs 140.0 lbs 160.0 lbs 180.0 lbs Applied Shear Diagram Top of Soil Title :6'-0" MAX rev Page : 6 Dsgnr:TH Date: 20 FEB 2020 Description.... clubhouse wall This Wall in File: g:\65198\structural revit\calc\65198 cmu calc.rpx RetainPro (c) 1987-2019, Build 11.19.07.30 Cantilevered Retaining Wall Code: CBC 2016,ACI 318-14,ACI 530-13License : KW-06056134 License To : GOUVIS ENGINEERING Project Name/Number : 65198 cmu cal Wall:Concrete Masonry Allowable Moment Lines:Concrete Masonry Designer to determine bar cutoff locations 7.75 ft 1.00 ft 1.75 ft 0.00 ft 0.0 ft-# 320.0 ft-# 640.0 ft-# 960.0 ft-# 1,280.0 ft-# 1,600.0 ft-# 1,920.0 ft-# 2,240.0 ft-# 2,560.0 ft-# 2,880.0 ft-# Applied Moment Diagram Top of Soil Actual = 378.0 Allow. = 1,621.9ft-# Mu = 629.5 MnPhi = 2,851.7ft-# 12. The grid system on structural calculations differs from grid on plans, which can be off throwing since the shear wall length and types of some panels do not match. Please coordinate grids. 13. A Statement of Special Inspections, prepared by the registered design professional in responsible charge, shall be submitted. This statement shall include a complete list of materials and work requiring special inspection, the inspections to be performed and an indication whether the special inspection will be continuous or periodic. Section 1704.3. 14. Provide the following note on the plans: “The contractor responsible for the construction of the seismic-force-resisting system shall submit a written Statement of Responsibility to the building official prior to the commencement of work on the system.” Section 1704.4. 15. If Structural Observation is required, note on the plans: “The owner shall employ a registered design professional to perform structural observations. Deficiencies shall be reported in writing to the owner and the building official. At the conclusion of the work included in the permit, the structural observer shall submit to the building official a written statement that the site visits have been made and identify any reported deficiencies which, to the best of the structural observer’s knowledge, have not been resolved.” Section 1704.6. 16. Clarify collector along grid 4 on plans. 17. Roof plans on architectural sheets show roof pitch change from trusses to rafters. Please clarify connection at the truss connection to make up for the pitch difference. 18. Show location of strap at collector beams to shear wall panels where applicable. 19. In Seismic Design Categories D, E or F, the soils investigation must address liquefaction, and, if retaining walls are proposed, the soils investigation must address increased loading on the walls due to earthquake motions. Section 1803.5.12. FOUNDATION 20. Page 11 of the soil’s report recommends that SOG to be 5-inches thick. 21. Provide a letter from the soils engineer confirming that the foundation plan, 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 (when required by the soil report). Page 6 of 12 DESIGN & DEVELOPMENT DEPARTMENT 78-495 CALLE TAMPICO L A QUINTA, CALIFORNIA 92253 (760) 777-7125 FAX (760) 777-7011 Non-Residential Plan Check Correction List (os) NON-RESIDENTIAL PLAN CHECK CORRECTION LIST (os) DATE: FEBRUARY 7, 2020 STATUS: FIRST REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 79-179 AHMANSON LN DESCRIPTION: PENDRY CLUBHOUSE APPLICANT: BAR ARCHITECTS / SAM CHAN PLAN CHECK #: BCOM2019-0072 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: BUILDING DEPARTMENT STAFF: The following items are being returned to you for correction: 1ST REVIEW CORRECTION LIST 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. Page 1 of 12 Non-Residential Plan Check Correction List (os) 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 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)Planning review pending submittal by applicant of MBA. 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. Provide contact Kohl Hetrick in the Fire Division directly at (760) 777-7074 with questions regarding the following: a)See separate review list attached in the Web Portal. 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)Identified ADA shower compartment does not appear to comply with CBC 11B standards, or the detailing provided within the plan set. Revise plans to show compliance as either a standard roll-in or alternate type with specific enlarged detailing of the shower compartment. 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 Page 2 of 12 DATE: 1/14/2020 APPLICANT JURIS. JURISDICTION: LA QUINTA PLAN CHECK #.: BCOM2019-0072 SET: I PROJECT ADDRESS: 79179 AHMANSON LN PROJECT NAME: SilverRock Development - Pendry Clubhouse The plans transmitted herewith have been corrected where necessary and substantially comply with the jurisdiction’s codes. The plans transmitted herewith will substantially comply with the jurisdiction’s 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: By: RM,CR,SH,DK,JP Enclosures: EsGil 12/19/2019 Page 3 of 12 PLAN REVIEW CORRECTION LIST COMMERCIAL PLAN CHECK #.: BCOM2019-0072 JURISDICTION: LA QUINTA OCCUPANCY: COM USE: A-3/B TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 3896 ALLOWABLE FLOOR AREA: 7860 STORIES: 1 HEIGHT: 16 SPRINKLERS?: Y OCCUPANT LOAD: A-3: 114 B: 2 REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 12/19/2019 DATE INITIAL PLAN REVIEW PLAN REVIEWER: RM,CR,SH,DK,JP COMPLETED: 1/14/2020 FOREWORD (PLEASE READ): 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 ordinances enforced 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. Code sections cited are based on the 2019 CBC, which adopts the 2018 IBC. 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 2018 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 4 of 12 GENERAL 1. Please make all corrections and upload new complete sets of prints to the La Quinta website. PLANS 2. All sheets of the plans are required to be signed by the licensed architect or engineer responsible for the plan preparation. California State Law. All plan sheets were signed. To be verified on final. 3. Provide a fully dimensioned architectural site plan drawn to scale. Sec. 107.2. Include the following: Clearly dimension building setbacks from property lines, street centerlines, and from all adjacent buildings and structures, including pool, on the site plan. STRUCTURAL 4. Provide truss details and truss calculations for this project. 5. Please provide evidence that the engineer-of-record (or architect) has reviewed the truss calculation package prepared by others (i.e., a “review” stamp on the truss calculations or a letter). Section 107.3.4.1. 6. Detail 22/SD-2 does not reflect steel beam connection shown on plans. Please provide proper detail and welding information required. 7. Note HU hardware for cantilevered beams. 8. Note back spans and fasteners proposed for cantilevered decks. See detail 21/SD-3. a) Detail also states 2x rim. Plans show 4x rim. Please clarify. 9. Roof parapet detail is not clear. Architectural plans show a different assembly than structural plans. Please coordinate and note connection to resist overturning. a) Also, architectural detail shows exposed wood. Uppermost portion of a parapet must be of the same fire rating as supporting wall B705.11.1. 10. Shear wall types are not defined on SN sheet. 11. Shear walls with nailing spacing less than 4-inches O.C. require special inspection per 1705.12.2. Page 5 of 12 22. The soils engineer recommended that he/she review the foundation excavations. 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.” 23. Check location of footing supporting beam 15. Also, verify foundation at wall line along beam 15. 24. Provide wall construction for shower enclosures. BUILDING AND LIFE SAFETY ACCESSIBILITY FOR REMODELS, ADDITIONS, AND REPAIRS PLAN REVIEWER: Jason Pasiut SET: I The following disabled access items are taken from the 2016 edition of California Building Code. Per Section 1.9.1.2, all privately funded public accommodations and commercial facilities shall be accessible to persons with disabilities. Where existing elements or spaces are altered, each altered element or space shall comply with applicable requirements of Division 2, including CBC section 11B-202.4. CBC section 11B-202.4 states that when alterations or additions are made to existing buildings, an accessible path of travel to the specific area of alteration shall be provided. See exceptions to 11B-202.4. Detail on the plans the following elements of the existing path of travel that are required to comply with the 2016 accessibility standards: 25. Existing primary path of travel to the building or facility entrance, including: a) Show that the walking surface from the access aisle to the building entrance complies with slope, cross slope, changes in level and clear width provisions of 11B-403. b) Show the accessible entrance door threshold, door hardware, door width, and maneuvering clearances on either side of the door in compliance with CBC 11B- 206.4. 26. Proposed drinking fountains shall be shown to comply with the accessibility features of 11B-602 and 11B-211.2. a) Show pedestrian protection per 11B-602.9. Page 7 of 12 27. Per Section 11B-804, non-commercial kitchen sinks (such as at employee break rooms, etc.) shall provide the following: a) A clear floor space at least 30”x 48” shall be provided for forward approach and shall be on an accessible route. The clear space shall extend a maximum of 19” underneath the sink. Section 11B-606.2. b) The accessible sink shall be mounted with the counter or rim no higher than 34” above finish floor. Knee clearance that is at least 27” high, 30” side and 19” underneath the sink shall be provided. Hot water and drain shall be insulated or otherwise configured so as to protect against contact. There shall be no sharp or abrasive surfaces under the sink. Section 11B-606. c) Faucet controls and operating mechanisms shall be operable with one hand and shall not require tight grasping, pinching or twisting of the wrist. Lever operated, push-type and electronically controlled mechanisms are acceptable. Self-closing valves are allowed if the faucet remains open for at least 10 seconds. Section 11B-606.4. 28. The tops of tables and counters shall be 34” maximum above the floor. Section 11B-904. Where a single counter contains more than one transaction station, such as a bank counter with multiple teller window or a retail sales counter with multiple cash register stations, at least one of each type of station shall be located at a section of counter that is at least 36” long and no more than 28” to 34” high. Section 11B-904. 29. Per Sections 907.5.2.1.3 and 11B-702.1, when emergency warning systems or fire alarms are provided, there shall also be approved notification appliances for the hearing impaired, installed in accordance with national standards in the following areas: i) Restrooms ii) Multipurpose rooms iii) Lobbies Note: If you have any questions regarding this plan review list please contact Jason Pasiut 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. ELECTRICAL AND ENERGY COMMENTS PLAN REVIEWER: Scott Humphreys SET: I Approved as is. Note: If you have any questions regarding this Electrical and Energy plan review list please contact Scott Humphreys 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 8 of 12 PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2016 CALIFORNIA PLUMBING CODE) 30. A Certification of Compliance is necessary when installing CPVC/PEX water piping materials prior to building permit issuance. CPC 604.1.1 (CPVC)/CPC 604.1.2(PEX) Note: Please specify this within the material schedule. 31. Provide the site plumbing plans showing the locations of the gas and water meters, the site gas and water supply piping and the pipe sizing, cleanouts, routes, and slopes for both the sewer and storm drainage systems. 32. 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. 33. If the Building Department is responsible for the installation of the private (civil) site utility systems, then provide complete on-site plumbing construction drawings for the private site water system and private site sewer and storm waste systems. Please provide private building sewer and storm water profile drawings. CPC Chapter 7, Part 2 34. For backwater valve review, please show the upstream sewer manhole rim and finished floor elevations. CPC 710.0. Mandatory: Fixtures installed on a floor level below the next upstream manhole cover require backwater protection. 35. Please state in the plans that all domestic (i.e. potable) hot water piping will have a minimum insulation for the following pipe sizes: ½” pipe (½” insulation); ¾” pipe (1” insulation); 1”- 1 ½” pipes (1 ½” insulation); 2” pipes are larger (2” insulation). CPC 609.11 & ES 150.0(j) 36. Please specify why the system is CPC Table 1216.2(2) and not CPC Table 1216.2(2). Note: The system is undersized per CPC Table 1216.2(1). 37. Please specify how the outdoor sink is proposed to be protected from storm water. Storm water is prohibited from impacting the waste system. 38. The lavatory is considered a public lavatory and must comply with 0.5 GPM. Please correct the fixture schedule. 39. Public lavatories are required to be self-closing or self-metering. CPC 407.4 40. Describe the method of compliance for temperature limitations for the following fixture types: public use lavatories limited to 110 degrees F per Energy Standards 110(c)(3). Note: The water heater thermostat may not be used for compliance. Page 9 of 12 41. Specify if the pool heater equipment is proposed to be connected to the domestic water system. If so, clearly show the connection and specify the required backflow prevention. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 42. Please place the (1) indoor and (2) outdoor fireplace manufacture’s installation instructions within the plans. Make sure the clearance to combustibles is specified. 43. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMC 310.0 & CPC 814.0. 44. Please specify the manufacture, model, CFM and other necessary information regarding the residential hood. 45. Specify compliance with CMC 603.4.1 for length limitations for factory made flexible air ducts (5’) and use (not to be used for rigid elbows or fittings). 46. Specify how the lounge and game room will receive the required amount of outside air per California Energy Standards. Note: If you have any questions regarding this Plumbing and Mechanical plan review list please contact Connor Reuss 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. MISCELLANEOUS 47. To speed up the review process, note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet, note or detail number, calculation page, etc. 48. 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? Please indicate: Yes No 49. 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 Rich Moreno at EsGil. Thank you. CITY STAFF SEE NEXT PAGE Page 10 of 12 City of La Quinta Fixture Count Plumbing 1 Water Service 8 Gas Pipe Outlets 2 Lavatory 1 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 5 Toilet Solenoid Valve 4 Tub or Shower Backflow Valve <2” 3 Sink (kitchen, bar, laundry) Backflow Valve >2” 1 Dishwasher Spklr. System <50 heads Clothes Washer Spklr. System 51 – 100 heads 1 Urinal Spklr. System >101 heads 2 Floor Drain Septic System (tank & pit) Floor Sink Interceptor (grease, sand, oil) 2 Drinking Fountain 1 Building Sewer Commercial Sink Cesspool, Seepage Pit 5 Roof & Overflow Drain Electrical 2286 Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System 1 Main Service <200 amps 1 Outlet/Light – first 20 Main Service > 200 amps 139 Outlet/Light – 21 & over 1 Subpanel Electric Sign – 1 circuit Ceiling Fan Electric Sign – Add. Circuits 4 Exhaust Fan Bussway Footage Electric Range/Oven 3 Motor – to 1 HP Hood/Fan/Light Combo. 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 1 Refrigerator Trans/Gen – 11 to 50 KVA Freezer Trans/Gen – 51 to 100 KVA Ice Maker Trans/Gen – 101 KVA & over Trash Compactor Piggyback Service Time Clock Mechanical 3 Exhaust Fan Condenser Unit – 31-50 ton 1 Oven/Range Boiler/Compressor – 31 to 50 HP Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP Evap. Cooler/Duct System 2 Air Handling Unit <10M CFM 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 1 Condenser Unit - 3.5 to 15 ton Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System Page 11 of 12 Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances END OF DOCUMENT Page 12 of 12 ENERGY CALCULATION (T-24) (A Resident and Resort Hospitality Project) Golf Bungalows and Pendry Branded Residences Club House, Golf Villas, Type A, Type B La Quinta, County of Riverside, CA Gouvis Job No.: 65198 Developer: The Robert Green Company Architect: BAR Architects 949.752.1612 15 Studebaker Irvine, CA 92618 www.gouvisgroup.com Palm Springs, CA Pleasanton, CA Ho Chi Minh City, Vietnam Restrictive Notice: These designs, calculations, and specifications are the exclusive property of Gouvis Engineering Consulting Group. They are the subject of copyright and other legal protection. They may be used only by their intended recipient and only for the project depicted herein. No part of these calculations are to be copied, transferred, reproduced, nor can they be used, in whole or in part, by any other person or for any other project or structure, without the prior express written consent of Gouvis Engineering Consulting Group. © 2017 Gouvis Engineering Consulting Group Inc. - All Rights Reserved Project Name:Pendry Club House NRCC-PRF-01-E Page 1 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 A. PROJECT GENERAL INFORMATION 1.Project Location (city)La Quinta 8.Standards Version Compliance2016 2.CA Zip Code 92253 9.Compliance Software (version)EnergyPro 7.2 3.Climate Zone 15 10.Weather File PALM-SPRINGS-INTL_722868_CZ2010.epw 4.Total Conditioned Floor Area in Scope 1,955 ft2 11.Building Orientation (deg)(N) 0 deg 5.Total Unconditioned Floor Area 331 ft2 12.Permitted Scope of Work NewComplete 6.Total # of Stories (Habitable Above Grade)1 13 Building Type(s)Nonresidential 7.Total # of dwelling units 0 14 Gas Type NaturalGas B. COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Energy Use, kBtu/ft 2-yr)§ 140.1 BUILDING COMPLIES 1. Energy Component 2. Standard Design (TDV)3. Proposed Design (TDV)4. Compliance Margin (TDV)5. Percent Better than Standard Space Heating 2.57 4.38 -1.81 -70.4% Space Cooling 177.04 134.65 42.39 23.9% Indoor Fans 133.27 1.28 131.99 99.0% Heat Rejection -------- Pumps & Misc.-------- Domestic Hot Water 10.14 3.22 6.92 68.2% Indoor Lighting 29.49 29.49 --0.0% COMPLIANCE TOTAL 352.51 173.02 179.49 50.9% Receptacle 106.75 106.75 0.0 0.0% Process -------- Other Ltg -------- Process Motors -------- TOTAL 459.26 279.77 179.5 39.1% Project Name:Pendry Club House NRCC-PRF-01-E Page 2 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings) 1st Indoor Fans: Check envelope and mechanical Compliance Margin By Energy Component (from Table B column 4) Indoor Fans Space Cooling Domestic Hot Water Heat Rejection Pumps & Misc. Indoor Lighting Space Heating Penalty Energy Credit 2nd Space Cooling: Check envelope and mechanical 3rd Domestic Hot Water: Check mechanical 4th Heat Rejection: Check envelope and mechanical 5th Pumps & Misc.: Check mechanical 6th Indoor Lighting: Check lighting 7th Space Heating: Check envelope and mechanical D. EXCEPTIONAL CONDITIONS The aged solar reflectance and aged thermal emittance must be listed in the Cool Roof Rating Council database of certified products. For projects where initial reflectance is used, the initial reflectance must be listed, and the aged reflectance is calculated by the software program and used in the compliance model. This project uses the Simplified Geometry Performance Modeling Approach which is not capable of modeling daylighting controls and assumes the prescriptive Secondary Daylit Control requirements are met. PRESCRIPTIVE COMPLIANCE documentation (form NRCC-LTI-02-E) for the requirements of section 140.6(d) Automatic Daylighting Controls in Secondary Daylit Zones is required. This project includes Domestic Hot Water in the analysis. Please verify that Domestic Hot Water is included in the design for the permitted scope of work. E. HERS VERIFICATION This Section Does Not Apply F. ADDITIONAL REMARKS None Provided Project Name:Pendry Club House NRCC-PRF-01-E Page 3 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY Identify which building components use the performance or prescriptive path for compliance. “NA”= not in project For components that utilize the performance path, indicate the sheet number that includes mandatory notes on plans. Building Component Compliance Path Compliance Forms (required for submittal)Location of Mandatory Notes on Plans Envelope Performance NRCC-PRF-ENV-DETAILS (section of the NRCC-PRF-01-E) Prescriptive NRCC-ENV-01 / 02 / 03 / 04 / 05 / 06-E NA Mechanical Performance NRCC-PRF-MCH-DETAILS (section of the NRCC-PRF-01-E) Prescriptive NRCC-MCH-01 / 02 / 03 / 04 / 05 / 06 / 07-E NA Domestic Hot Water Performance NRCC-PRF-PLB-DETAILS (section of the NRCC-PRF-01-E) Prescriptive NRCC-PLB-01-E NA Lighting (Indoor Conditioned) Performance NRCC-PRF-LTI-DETAILS (section of the NRCC-PRF-01-E) Prescriptive NRCC-LTI-01 / 02 / 03 / 04 / 05-E NA Covered Process: Commercial Kitchens Performance S2 (section of the NRCC-PRF-01-E) Prescriptive NRCC-PRC-01/ 03-E NA Covered Process: Computer Rooms Performance S3 (section of the NRCC-PRF-01-E) Prescriptive NRCC-PRC-01/ 04-E NA Covered Process: Laboratory Exhaust Performance S4 (section of the NRCC-PRF-01-E) Prescriptive NRCC-PRC-01/ 09-E NA Project Name:Pendry Club House NRCC-PRF-01-E Page 4 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY The following building components are only eligible for prescriptive compliance. Indicate which are relevant to the project. The following building components may have mandatory requirements per Part 6. Indicate which are relevant to the project. Yes NA Prescriptive Requirement Compliance Forms Yes NA Mandatory Requirement Compliance Forms Lighting (Indoor Unconditioned) §140.6 NRCC-LTI-01 / 02 / 03 / 04 / 05-E Commissioning: §120.8 Simple Systems Complex Systems NRCC-CXR-01 / 02 / 03 / 05-E NRCC-CXR-01 / 02 / 04 / 05-E Lighting (Outdoor) §140.7 NRCC-LTO-01 / 02 / 03-E Electrical: §130.5 NRCC-ELC-01-E Lighting (Sign) §140.8 NRCC-LTS-01-E Solar Ready: §110.10 NRCC-SRA-01 / 02-E Solar Thermal Water Heating: §140.5 NRCC-STH-01-E Covered Process: §120.6 Parking Garage Commercial Refrigeration Warehouse Refrigeration Compressed Air Process Boilers NRCC-PRC-01-E NRCC-PRC-02-E NRCC-PRC-05-E NRCC-PRC-06/07/08-E NRCC-PRC-10-E NRCC-PRC-11-E Project Name:Pendry Club House NRCC-PRF-01-E Page 5 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV)– Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required for submittal)Pass Fail Envelope NRCI-ENV-01-E - For all buildings NRCA-ENV-02-F- NFRC label verification for fenestration Mechanical NRCI-MCH-01-E - For all buildings with Mechanical Systems NRCA-MCH-02-A- Outdoor Air NRCA-MCH-03-A – Constant Volume Single Zone HVAC NRCA-MCH-04-H- Air Distribution Duct Leakage NRCA-MCH-05-A- Air Economizer Controls NRCA-MCH-06-A- Demand Control Ventilation NRCA-MCH-07-A – Supply Fan Variable Flow Controls NRCA-MCH-08-A- Valve Leakage Test NRCA-MCH-09-A – Supply Water Temp Reset Controls NRCA-MCH-10-A- Hydronic System Variable Flow Controls NRCA-MCH-11-A – Auto Demand Shed Controls NRCA-MCH-12-A- Packaged Direct Expansion Units NRCA-MCH-13-A- Air Handling Units and Zone Terminal Units NRCA-MCH-14-A- Distributed Energy Storage NRCA-MCH-15-A – Thermal Energy Storage NRCA-MCH-16-A- Supply Air Temp Reset Controls NRCA-MCH-17-A – Condensate Water Temp Reset Controls NRCA-MCH-18-A- Energy Management Controls Systems NRCV-MCH-04-H- Duct Leakage Test Project Name:Pendry Club House NRCC-PRF-01-E Page 6 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV)– Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required for submittal)Pass Fail Plumbing NRCI-PLB-01-E - For all buildings with Plumbing Systems NRCI-PLB-02-E - required on central systems in high‐rise residential, hotel/motel application. NRCI-PLB-03-E - Single dwelling unit systems in high‐rise residential, hotel/motel application. NRCI-PLB-21-E - HERS verified central systems in high‐rise residential, hotel/motel application. NRCI-PLB-22-E - HERS verified single dwelling unit systems in high‐rise residential, hotel/motel application. NRCV-PLB-21-H- HERS verified central systems in high‐rise residential, hotel/motel application. NRCV-PLB-22-H - HERS verified single dwelling unit systems in high‐rise residential, hotel/motel application. NRCI-STH-01-E - Any solar water heating Indoor Lighting NRCI-LTI-01-E - For all buildings NRCI-LTI-02-E - Lighting control system, or for an Energy Management Control System (EMCS) NRCI-LTI-03-E - Line-voltage track lighting integral current limiter, or for a supplementary overcurrent protection panel used to energize only line-voltage track lighting NRCI-LTI-04-E - Two interlocked systems serving an auditorium, a convention center, a conference room, or a theater NRCI-LTI-05-E - Lighting Control Credit Power Adjustment Factor (PAF) NRCI-LTI-06-E - Additional wattage installed in a video conferencing studio NRCA-LTI-02-A - Occupancy sensors and automatic time switch controls. NRCA-LTI-03-A - Automatic daylighting controls NRCA-LTI-04-A - Demand responsive lighting controls Outdoor Lighting NRCI-LTO-01-E – Outdoor Lighting NRCI-LTO-02-E- EMCS Lighting Control System NRCA-LTO-02-A - Outdoor Lighting Control Sign Lighting NRCI-LTS-01-E – Sign Lighting Electrical NRCI-ELC-01-E - Electrical Power Distribution Photovoltaic NRCI-SPV-01-E Photovoltaic Systems Project Name:Pendry Club House NRCC-PRF-01-E Page 7 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (NRCI/NRCA/NRCV)– Documentation Author to indicate which Certificates must be submitted for the features to be recognized for compliance (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). See Tables G. and H. in MCH and LTI Details Sections for Acceptance Tests and forms by equipment. Confirmed Building Component Compliance Forms (required for submittal)Pass Fail Covered Process NRCI-PRC-01-E Covered Processes NRCA-PRC-01-F- Compressed Air Systems NRCA-PRC-02-F- Kitchen Exhaust NRCA-PRC-03-F- Garage Exhaust NRCA-PRC-04-F- Refrigerated Warehouse- Evaporator Fan Motor Controls NRCA-PRC-05-F- Refrigerated Warehouse- Evaporative Condenser Controls NRCA-PRC-06-F- Refrigerated Warehouse- Air Cooled Condenser Controls NRCA-PRC-07F- Refrigerated Warehouse- Variable Speed Compressor NRCA-PRC-08-F- Electrical Resistance Underslab Heating System I. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-ENV-DETAILS for more information) 1.Total Conditioned Floor Area 1,955 ft2 5.Number of Floors Above Grade 1 Confirmed 2.Total Unconditioned Floor Area 331 ft2 6.Number of Floors Below Grade 0 Pa s s Fa i l 3.Addition Conditioned Floor Area 0 ft2 4.Addition Unconditioned Floor Area 0 ft2 7. Opaque Surfaces & Orientation 8. Total Gross Surface Area 9. Total Fenestration Area 10. Window to Wall Ratio North Wall 787 ft2 427 ft2 54.2% East Wall 383 ft2 221 ft2 57.7% South Wall 778 ft2 314 ft2 40.3% West Wall 577 ft2 184 ft2 31.9% Total 2,525 ft2 1,145 ft2 45.3% Roof 1,955 ft2 0 ft2 00.0% Project Name:Pendry Club House NRCC-PRF-01-E Page 8 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 J. FENESTRATION ASSEMBLY SUMMARY § 110.6 Confirmed 1.2.3.4.5.6.7.8.9. Pa s s Fa i lFenestration Assembly Name / Tag or I.D. Fenestration Type / Product Type / Frame Type Certification Method1 Assembly Method Area ft2 Overall U-factor Overall SHGC Overall VT St a t u s 2 SLD Glass VerticalFenestration GlazedDoor N/A NFRC Rated Manufactured 472 0.42 0.32 0.50 N Window Glass VerticalFenestration FixedWindow N/A NFRC Rated Manufactured 552 0.42 0.32 0.50 N French Door VerticalFenestration GlazedDoor N/A NFRC Rated Manufactured 121 0.42 0.32 0.50 N 1 Newly installed fenestration shall have a certified NFRC Label Certificate or use the CEC default tables found in Table 110.6-A and Table 110.6-B. Center of Glass (COG) values are for the glass-only, determined by the manufacturer, and are shown for ease of verification. Site-built fenestration values are calculated per Nonresidential Appendix NA6 and are used in the analysis. 2 Status: N - New, A – Altered, E – Existing Taking compliance credit for fenestration shading devices?(if "Yes", see NRCC-PRF-ENV-DETAILS for more information)No K. OPAQUE SURFACE ASSEMBLY SUMMARY § 120.7/ § 140.3 Confirmed 1.2.3.4.5.6.7.8. Pa s s Fa i l Surface Name Surface Type Area (ft2)Framing Type Cavity R-Value Continuous R-Value U-Factor / F-Factor / C-Factor St a t u s 1 R-21 Wall6 ExteriorWall 2525 Wood 21 NA U-Factor: 0.069 N Slab on Grade15 UndergroundFloor 2286 NA 0 NA F-Factor: 0.730 N R-38 Roof No Attic + Cool17 Roof 1955 Wood 38 NA U-Factor: 0.029 N R-11 Party Wall42 InteriorWall 178 NA 0 NA U-Factor: 0.556 N R-0 Wall46 ExteriorWall 746 NA 0 NA U-Factor: 0.407 N R-0 Roof No Attic52 Roof 331 NA 0 NA U-Factor: 0.304 N 1 Status: N - New, A – Altered, E – Existing Project Name:Pendry Club House NRCC-PRF-01-E Page 9 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 L. ROOFING PRODUCT SUMMARY § 140.3 Confirmed 1.2.3.4.5.6.7. Pa s s Fa i l Product Type Product Density (lb/ft2) Aged Solar Reflectance Thermal Emittance SRI Cool Roof Credit Roofing Product Description R-38 Roof No Attic + Cool17 5.778 0.41 0.92 Not Provided Yes CRRC Prod. ID: R-38 Roof No Attic + Cool Roof R-0 Roof No Attic52 5.813 0.08 0.75 NA No NA M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information)§ 110.1 / § 110.2 Dry System Equipment 1 (Fan & Economizer info included below in Table N)Confirmed 1.2.3.4.5.6.7.8.9.10.11. Pa s s Fa i l Equip Name Equip Type System Type (Simple 2 or Complex 3) Qty Total Heating Output (kBtu/h) Supp Heat Source (Y/N) Supp Heat Output (kBtuh) Total Cooling Output (kBtu/h) Efficiency Acceptance Testing Required? (Y/N) 4 St a t u s 5CoolingHeating FC60 SZHP (Split3Phase)Simple 1 62 No 0 58 SEER-16.00 / EER-13.00 HSPF-8.50 Yes N Undefined System SZHP (Split3Phase)Simple 1 62 No 0 58 SEER-16.00 / EER-13.00 HSPF-8.50 Yes N 1 Dry System Equipment includes furnaces, air handling units, heat pumps, etc. 2 Simple Systems must complete NRCC-CXR-03-E commissioning design review form 3 Complex Systems must complete NRCC-CXR-04-E commissioning design review form 4 A summary of which acceptance tests are applicable is provided in NRCC-PRF-MCH-DETAILS 5 Status: N - New, A – Altered, E – Existing Wet System Equipment 1 Pumps Confirmed 12.13.14.15.16.17.18.19.20.21.22.23.24. Pa s s Fa i l Equip Name Equip Type Qty Vol (gal)Rated Capacity (kBtu/h)Efficiency Standby Loss Tank Ext. R Value Qty GPM HP VSD (Y/N) St a t u s 2 TWH2 Instantaneous 1 1.00 152 EF: 0.96 SBLF: NA NA NA No N 1 Wet System Equipment includes boilers, chillers, cooling towers, water heaters, etc. 2 Status: N - New, A – Altered, E – Existing Project Name:Pendry Club House NRCC-PRF-01-E Page 10 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 Discrepancy between modeled and designed equipment sizing?(if "Yes", see Table F. "Additional Remarks" for an explanation)No N. ECONOMIZER & FAN SYSTEMS SUMMARY1 § 140.4 Confirmed 1.2.3.4.5. Pa s s Fa i l Equip Name Outside Air Supply Fan Return Fan Economizer Type (if present) CFM CFM HP BHP TSP (inch WC) Control CFM HP BHP TSP (inch WC) Control FC60 251 2000 0.010 0.010 0.02 ConstantVolume NA NA NA NA NA NoEconomizer Undefined System 42 2000 0.010 0.010 0.02 ConstantVolume NA NA NA NA NA NoEconomizer 1 Mechanical ventilation calculations and exhaust fans are included in the NRCC-PRF-MCH-DETAILS section O. EQUIPMENT CONTROLS § 120.2 Confirmed 1.2.3.Pa s s Fa i l Equip Name Equip Type Controls FC60 SZHP No DCV Controls No Economizer No Supply Air Temp. Control No Optimum Start No Evaporative Cooler No Heat Recovery Undefined System SZHP No DCV Controls No Economizer No Supply Air Temp. Control No Optimum Start No Evaporative Cooler No Heat Recovery Undefined Plant1 - SHW Service Hot Water, Primary Only Fixed Temperature Control, No DDC No Heat Recovery Project Name:Pendry Club House NRCC-PRF-01-E Page 11 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 P. SYSTEM DISTRIBUTION SUMMARY § 120.4/ § 140.4(I) Dry System Distribution Confirmed 1.2.3.4.5.6. Pa s s Fa i l Equip Name Equip Type Duct Leakage and Sealing Required per 140.4(l) Duct Leakage will be verified per NA1 and NA2 Ducts Status1Insulation R-Value Location FC60 SZHP No No 8.0 Unconditioned N Undefined System SZHP No No 8.0 Conditioned N 1 Status: N - New, E – Existing Does the Project Include Zonal Systems? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information)No Does the Project Include a Solar Hot Water System? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information)No Multifamily or Hotel/ Motel Occupancy? (if "Yes", see NRCC-PRF-MCH-DETAILS for DHW system information)No Q. INDOOR CONDITIONED LIGHTING GENERAL INFO (see NRCC-PRF-LTI-DETAILS for more info)3 § 140.6 Confirmed 1.2.3.4.5. Pa s s Fa i l Occupancy Type 1 Conditioned Floor Area 2 (ft2) Installed Lighting Power (Watts) Lighting Control Credits (Watts)Additional (Custom) Allowance Area Category Footnotes (Watts)Tailored Method (Watts) All Other 1,815 908 0 0 0 Office (250 square feet in floor area or less)140 140 0 0 0 Building Totals:1,955 1,048 0 0 0 1 See Table 140.6-C 2 See NRCC-LTI-01-E for unconditioned spaces 3Lighting information for existing spaces modeled is not included in the table R. INDOOR CONDITIONED LIGHTING SCHEDULE (Adapted from NRCC-LTI-01-E)1 § 130.0 This Section Does Not Apply 1If lighting power densities were used in the compliance model Building Departments will need to check prescriptive forms for Luminaire Schedule details. Project Name:Pendry Club House NRCC-PRF-01-E Page 12 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 S1. COVERED PROCESS SUMMARY – ENCLOSED PARKING GARAGES § 140.9 This Section Does Not Apply S2. COVERED PROCESS SUMMARY – COMMERCIAL KITCHENS § 140.9 This Section Does Not Apply S3. COVERED PROCESS SUMMARY – COMPUTER ROOMS § 140.9 This Section Does Not Apply S4. COVERED PROCESS SUMMARY – LABORATORY EXHAUSTS § 140.9 This Section Does Not Apply T. UNMET LOAD HOURS This Section Does Not Apply U. ENERGY USE SUMMARY Energy Component Standard Design Site (MWh) Proposed Design Site (MWh) Margin (MWh) Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (MBtu) Space Heating --0.5 --2.9 ---- Space Cooling 10.5 7.9 2.6 ------ Indoor Fans 11.9 0.1 11.8 ------ Heat Rejection ------------ Pumps & Misc.------------ Domestic Hot Water ------13.8 4.4 9.4 Indoor Lighting 2.4 2.4 0.0 ------ COMPLIANCE TOTAL 24.8 10.9 13.9 16.7 4.4 12.3 Receptacle 8.4 8.4 0.0 ------ Process ------------ Other Ltg ------------ Process Motors ------------ TOTAL 33.2 19.3 13.9 16.7 4.4 12.3 Project Name:Pendry Club House NRCC-PRF-01-E Page 13 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT § 10-103 I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name: Guehee Park Signature: Company: Gouvis Engineering Consulting Group, Inc. Address: 15 Studebaker Signature Date: City/State/Zip: Irvine CA 92618 CEA Identification (If applicable): Phone: 949.752.1612 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1 I hereby affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code to sign this document as the person responsible for its preparation; and that I am licensed in the State of California as a civil engineer, mechanical engineer, electrical engineer, or I am a licensed architect. 2 I affirm that I am eligible under the provisions of Division 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this document as the person responsible for its preparation; and that I am a licensed contractor performing this work. 3 I affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it pertains to a structure or type of work described as exempt pursuant to Business and Professions Code Sections 5537, 5538 and 6737.1. Responsible Envelope Designer Name: Signature: Company: Address:Date Signed: City/State/Zip:Declaration Statement Type: Phone:Title:License #: Responsible Lighting Designer Name: Signature: Company: Address:Date Signed: City/State/Zip:Declaration Statement Type: Phone:Title:License #: Responsible Mechanical Designer Name: - specify - Signature: Company: Address:Date Signed: City/State/Zip:Declaration Statement Type: Phone:Title:License #: Project Name:Pendry Club House NRCC-PRF-01-E Page 14 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 NRCC-PRF-ENV-DETAILS -SECTION START- A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1.2.3.4.Pa s s Fa i l Surface Name Surface Type Description of Assembly Layers Notes R-21 Wall6 ExteriorWall Stucco - 7/8 in. Vapor permeable felt - 1/8 in. Wood framed wall, 16in. OC, 5.5in., R-21 Gypsum Board - 1/2 in. Slab on Grade15 UndergroundFloor Slab Type = UnheatedSlabOnGrade Insulation Orientation = None Insulation R-Value = R0 R-38 Roof No Attic + Cool17 Roof Asphalt shingles - 1/4 in. Vapor permeable felt - 1/8 in. Plywood - 1/2 in. Air - Ceiling - 3/4 in. Wood framed roof, 16in. OC, 11.25in., R-38 Gypsum Board - 1/2 in. R-11 Party Wall42 InteriorWall Concrete - 140 lb/ft3 - 6 in. R-0 Wall46 ExteriorWall Stucco - 7/8 in. Vapor permeable felt - 1/8 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Gypsum Board - 1/2 in. R-0 Roof No Attic52 Roof Asphalt shingles - 1/4 in. Vapor permeable felt - 1/8 in. Plywood - 1/2 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Gypsum Board - 1/2 in. B. OVERHANG DETAILS (Adapted from NRCC-ENV-02-E) This Section Does Not Apply Project Name:Pendry Club House NRCC-PRF-01-E Page 15 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 C. OPAQUE DOOR SUMMARY Confirmed 1.2.3.4.5.6.7. Pass FailOpaque Door Assembly Name / Tag or I.D.Door Type Certification Method Operation Area Overall U-factor Status1 Wood Door55 WoodGreaterThanOrEqualTo1.75inThickDoor DefaultPerformance Swinging 21 0.500 N 1 Status: N - New, A – Altered, E – Existing NRCC-PRF-MCH-DETAILS -SECTION START- A. MECHANICAL VENTILATION AND REHEAT (Adapted from 2016-NRCC-MCH-03-E)Confirmed 1. DESIGN AIR FLOWS 2. VENTILATION (§ 120.1) Pa s s Fa i lCONDITIONED ZONE NAME HE A T I N G / C O O L I N G S Y S T E M ID DE S I G N P R I M A R Y A I R F L O W (C F M ) DE S I G N P R I M A R Y M I N I M U M AI R F L O W ( C F M ) MI N I M U M P R I M A R Y A I R FL O W F R A C T I O N MA X I M U M H E A T I N G A I R FL O W ( C F M ) MA X I M U M H E A T I N G A I R FL O W F R A C T I O N DD C C O N T R O L ( Y / N ) VE N T S Y S T E M I D CO N D I T I O N E D A R E A ( f t 2 ) MI N . V E N T P E R A R E A (C F M / f t 2 ) DE S I G N N U M . O F P E O P L E MI N . V E N T P E R P E R S O N (C F M / p e r s o n ) RE Q ' D V E N T A I R F L O W ( C F M ) DE S I G N V E N T A I R F L O W (C F M ) TR A N S F E R A I R F L O W ( C F M ) DC V ( Y / N ) Op e r a b l e W i n d o w I n t e r l o c k § 14 0 . 4 ( n ) ( Y / N ) 1-Clubhouse FC60 2,000 NA 0.00 NA NA N FC60 1,675 0.15 8.38 30.00 251 251 NA N NA 3-Mail Room Undefined System 1,000 NA 0.00 NA NA N Undefined System 140 0.15 0.70 30.00 21 21 NA N NA 4-Office Undefined System 1,000 NA 0.00 NA NA N Undefined System 140 0.15 0.70 30.00 21 21 NA N NA TOTAL 1,955 9.78 293 293 NA Project Name:Pendry Club House NRCC-PRF-01-E Page 16 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY § 140.4 1.2.3.4.5.6.7.8.Confirmed System ID System Type Qty Rated Capacity (kBtuh) Economizer Zone Name Airflow (cfm)Fan Pa s s Fa i l Heating Cooling Design Min.Min. Ratio BHP Cycles ECM Motor 1-Clubhouse-Trm Uncontrolled 1 NA NA NA 1-Clubhouse 2000 NA 0.00 NA NA 4-Office-Trm Uncontrolled 1 NA NA NA 4-Office 1000 NA 0.00 NA NA 3-Mail Room-Trm Uncontrolled 1 NA NA NA 3-Mail Room 1000 NA 0.00 NA NA C. EXHAUST FAN SUMMARY This Section Does Not Apply D. DHW EQUIPMENT SUMMARY –(Adapted from NRCC-PLB-01)§ 110.3 Confirmed 1.2.3.4.5.6.7.8.9.10.11. Pa s s Fa i l DHW Name Heater Element Type Tank Type Qty Tank Vol (gal) Rated Input (kBtu/h)Efficiency Tank Insulation R-value (Int/Ext) Standby Loss Fraction Heat Pump Type Tank Location or Ambient Condition TWH2 Gas Instantaneous 1 1.00 152 EF: 0.96 NA SBLF: NA NA NA E. MULTI-FAMILY CENTRAL DHW SYSTEM DETAILS This Section Does Not Apply F. SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01) This Section Does Not Apply Project Name:Pendry Club House NRCC-PRF-01-E Page 17 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 G. MECHANICAL HVAC ACCEPTANCE TESTS & FORMS (Adapted from 2016-NRCC-MCH-01-E)§ RA4 Declaration of Required Acceptance Certificates (NRCA)– Acceptance Certificates that may be submitted. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Test Description MC H - 0 2 A MC H - 0 3 A MC H - 0 4 A MC H - 0 5 A MC H - 0 6 A MC H - 0 7 A MC H - 0 8 A MC H - 0 9 A MC H - 1 0 A MC H - 1 1 A MC H - 1 2 A MC H - 1 3 A MC H - 1 4 A MC H - 1 5 A MC H - 1 6 A MC H - 1 7 A MC H - 1 8 A Confirmed Equipment Requiring Testing or Verification # of units Ou t d o o r A i r Si n g l e Z o n e U n i t a r y Ai r D i s t . D u c t s Ec o n o m i z e r C o n t r o l s DC V Su p p l y F a n V A V Va l v e l e a k a g e Su p p l y W a t e r T e m p . Re s e t Hy d . V a r i a b l e F l o w Co n t r o l Au t o D e m a n d S h e d Co n t r o l FD D f o r D X U n i t s Au t o F D D f o r A i r & Zo n e Di s t . E n e r g y S t o r a g e DX A C TE S S y s t e m s Su p p l y A i r T e m p . R e s e t Co n d e n s e r W a t e r Re s e t C o n t r o l s EC M S Pa s s Fa i l Undefined Plant1 - SHW 1 ---------------------------------- FC60 1 X X ------------------------------ Undefined System 1 X X ------------------------------ H. EVAPORATIVE COOLER SUMMARY This Section Does Not Apply NRCC-PRF-LTI-DETAILS -SECTION START- A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted from NRCC-LTI-02-E)§ 140.6 This Section Does Not Apply B. INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROLS (Adapted from NRCC-LTI-02-E)§ 130.1 This Section Does Not Apply §130.1(a) = Manual area controls; §130.0(b) = Multi Level; §130.1(c) = Auto Shut-Off; §130.1(d) = Mandatory Daylight; §130.1(e) = Demand Responsive Project Name:Pendry Club House NRCC-PRF-01-E Page 18 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 C. TAILORED METHOD CONDITIONED LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCC-LTI-04-E)§ 140.6 General lighting power (see Table D)0 General lighting power from special function areas (see Table E)NA Additional "use it or lose it" (See Table G)0 Total watts 0 D. GENERAL LIGHTING POWER (Adapted from NRCC-LTI-04-E)§ 140.6-D This Section Does Not Apply E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E)§ 140.6(c) 3H Room Number Primary Function Area Illuminance Value (LUX) Room Cavity Ratio (Table G)Allowed LPD Floor Area (ft2)Allowed Watts Confirmed Pass Fail NA NA NA NA NA NA NA Note: Tailored Method for Special Function Areas is not currently implemented F. ROOM CAVITY RATIO (Adapted from NRCC-LTI-04-E) Rectangular Spaces Room Number Task/Activity Description Room Length (ft)Room Width (ft)Room Cavity Height (ft)RCR Confirmed Pass Fail NA NA NA NA NA NA Non-Rectangular Spaces This Section Does Not Apply Note: All applicable spaces are listed under the Non-Rectangular Spaces table G. ADDITIONAL “USE IT OR LOSE IT” (Adapted from NRCC-LTI-04-E) 1.2.3.4. Allowed Watts Confirmed Wall Display Combined Floor Display and Task Lighting Combined Ornamental and Special Effects Lighting Very Valuable Merchandise Pa s s Fa i l 0 0 0 0 0 Project Name:Pendry Club House NRCC-PRF-01-E Page 19 of 19 Project Address:79179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:10:15, Fri, Nov 22, 2019 Compliance Scope:NewComplete Input File Name:65198 Clubhouse.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-22 10:16:33 5. Wall Display This Section Does Not Apply 6. Floor Display and Task Lighting This Section Does Not Apply 7. Combined Ornamental and Special Effects Lighting This Section Does Not Apply 8. Very Valuable Merchandise This Section Does Not Apply H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted from NRCC-LTI-01-E and NRCC-LTO-01-E)§ 130.4 Declaration of Required Acceptance Certificates (NRCA) –Acceptance Certificates that must be verified in the field. (Retain copies and verify forms are completed and signed to post in field for Field Inspector to verify). Test Description Indoor Outdoor Confirmed NRCA-LTI-02-A NRCA-LTI-03-A NRCA-LTI-04-A NRCA-LTO-02-A Pa s s Fa i lEquipment Requiring Testing or Verification # of units Occ Sensors / Auto Time Switch Auto Daylight Demand Responsive Outdoor Controls Occupant Sensors 0 Automatic Time Switch 0 Automatic Daylighting 0 Demand Responsive 0 Outdoor Controls 0 NO PARKING NOPARKING NO PARKING NOPARKING NO PARKI N G N O P A R K I N G NO PAR K I N G NO PARKI N G RESER V E D CLUB H O U S E NO PA R K I N G NO PA R K I N G N O P A R K I N G MASTER WATER SEWER AND FIRE EXHIBIT PENDRY RESIDENCES/CLUBHOUSE - SILVERROCK34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com MSA CONSULTING, INC. > PLANNING > CIVIL ENGINEERING > LAND SURVEYING November 26, 2019 1 2 3 4 5 C L U B H O U S E 6 7 8 9 10 11 G1 G2 G3 G7 G4 G6 G5 G8 G9 G10 G11 R: \ 2 5 0 2 \ A C A D \ I m p r o v e m e n t P l a n s \ P r e l i m i n a r y \ 2 5 0 2 T E M P . d w g , 1 1 / 2 7 / 2 0 1 9 2 : 1 6 : 3 4 P M , d d e w e g e l i , M S A C o n s u l t i n g , I n c .