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BCPR2019-0012ADDITIONAL SITES CHRONOLOGY CHRONOLOGY TYPE STAFF NAME ACTION DATE COMPLETION DATE NOTES 2ND PC SUBMITTAL RECEIVED AJ ORTEGA 3/24/2020 3/25/2020 ATTACHMENTS CONFIRMED COMPLETE, REVIEWS CREATED. CONDITIONS CONDITION TYPE CONTACT DATE ADDED DATE REQUIRED DATE SATISFIED STATUS REMARKS NOTES Description: SILVERROCK / PENDRY BUNGALOWS Status: EXPIRED Type: BUILDING CONSTRUCTION PLAN REVIEW (WEB)Status Date: 12/19/2019 Subtype: OTHER CONSTRUCTION Applied: 12/19/2019 Address: 79179 AHMANSON LN Approved: 4/17/2020 City, State, Zip: LA QUINTA,CA92253 Closed: Project Manager: Expired: 10/14/2020 Details: Plans show: 52-330, 52-331, 52-332, 52-333, 52-335, 52-336, 52-337, 52-338, 52-339, 52-350 SILVERROCK WAY Now identified as Golf Bungalows Printed: Wednesday, December 20, 2023 9:14:28 AM 1 of 6 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0012 CONTACTS NAME TYPE NAME ADDRESS1 CITY STATE ZIP PHONE FAX EMAIL APPLICANT BAR ARCHITECTS 315 WEST 9TH SUITE 500 LOS ANGELES CA 90015 SCHAN@BARARCH.CO M ARCHITECT BAR ARCHITECTS 315 WEST 9TH SUITE 500 LOS ANGELES CA 90015 SCHAN@BARARCH.CO M DEVELOPER SOFIA INVESTMENTS, INC/RGC 3551 FORTUNA RANCH ROAD ENCINITAS CA 92024 john@therobertgreenc ompany.com OWNER CITY OF LA QUINTA P O BOX 1504 LA QUINTA CA 0 PRIMARY CONTACT SAM CHAN 315 WEST 9TH SUITE 500 LOS ANGELES CA 90015 SCHAN@BARARCH.CO M GEN - A AJ Ortega 4/17/2020 PENDING FOR BUILDING CONSTRUCTION PLAN APPROVAL - SUBMITTAL OF SEQUENCE SHEET (BUILDING PERMIT APPLICATION FOR EACH INDIVIDUAL STRUCTURE), APPROVAL FROM FIRE AND PLANNING, APPROVAL OF FINAL MAP, PGP, PAD CERTS, AND COMPACTION REPORT PRIOR TO BUILDING PERMIT ISSUANCE. THIS LIST IS SEPARATE FROM THE ISSUANCE REQUIREMENTS FOR BUILDING PERMITS FOR EACH STRUCTURE. FINANCIAL INFORMATION DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY 101-0000-42600 ($720.00)($720.00)6/3/20 OFFSET OFFSET AOR 101-0000-42600 ($315.00)($315.00)6/3/20 OFFSET OFFSET AOR HOURLY CHARGE - ESGIL CIVIL ENGINEER 101-0000-42600 3 $315.00 $315.00 6/3/20 DEPOSIT DEPOSIT AOR Printed: Wednesday, December 20, 2023 9:14:28 AM 2 of 6 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0012 INSPECTIONS INSPECTION TYPE INSPECTOR SCHEDULED DATE COMPLETED DATE RESULT REMARKS NOTES DESCRIPTION ACCOUNT QTY AMOUNT PAID PAID DATE RECEIPT #CHECK #METHOD PAID BY CLTD BY HOURLY CHARGE - ESGIL PLANS EXAMINER 101-0000-42600 8 $720.00 $720.00 6/3/20 DEPOSIT DEPOSIT AOR Total Paid for BUILDING STAFF - PER HOUR: $0.00 $0.00 BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT 101-0000-42600 1 $1,500.00 $1,500.00 12/19/19 WEB4419 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for BUILDING TRACT RESIDENTIAL CONSTRUCTION PLAN DEPOSIT: $1,500.00 $1,500.00 Credit Card Fee 101-0000-43505 0 $27.47 $27.47 12/19/19 WEB4419 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for Credit Card Fee: $27.47 $27.47 101-0000-42600 ($322.00)($322.00)1/28/20 OFFSET OFFSET KHET 101-0000-42600 ($120.75)($120.75)4/30/20 OFFSET OFFSET KHET FIRE STAFF - PER HOUR 101-0000-42420 2 $322.00 $322.00 1/28/20 DEPOSIT DEPOSIT KHET FIRE STAFF - PER HOUR 101-0000-42420 0.75 $120.75 $120.75 4/30/20 DEPOSIT DEPOSIT KHET Total Paid for FIRE FEES: $0.00 $0.00 RECORDS MANAGEMENT FEE - MAJOR 101-0000-42416 0 $21.00 $21.00 12/19/19 WEB4419 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 WEB4419 CREDIT SOFIA INVESTMENTS, INC/RGC ECON Total Paid for TECHNOLOGY ENHANCEMENT FEE: $5.00 $5.00 TOTALS:$1,553.47 $1,553.47 Printed: Wednesday, December 20, 2023 9:14:28 AM 3 of 6 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0012 REVIEWS REVIEW TYPE REVIEWER SENT DATE DUE DATE RETURNED DATE STATUS REMARKS NOTES 1ST BLDG COMPLETE (3WK)KURT CULVER 12/19/2019 1/15/2020 2/26/2020 REVISIONS REQUIRED SEE 1ST REVEIW ESGIL CORRECTION LIST ATTACHED. 1ST BLDG NS (3WK)AJ ORTEGA 12/19/2019 1/15/2020 2/28/2020 REVISIONS REQUIRED SEE ATTACHED 1ST REVIEW CORRECTION LIST. 1ST FIRE (2WK)KOHL HETRICK 12/19/2019 1/8/2020 1/28/2020 REVISIONS REQUIRED SEE ATTACHMENTS 1ST PERMIT TECHNICIAN (1DAY) AARON HICKSON 12/19/2019 12/20/2019 12/23/2019 COMPLETE COMPLETE REVIEW TO ESGIL PER AJ 1ST PLANNING (2WK) NICOLE CRISTE 12/19/2019 1/8/2020 1/8/2020 PENDING DOCUMENTS Planning review pending submittal by applicant of MBA. 1ST PUBLIC WORKS (2WK)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 2ND BLDG COMPLETE (2WK)KURT CULVER 3/25/2020 4/8/2020 4/6/2020 READY FOR APPROVAL PENDING CONFIRMATION ESGIL HAS REVIEWED THE 2ND SUBMITTAL PLANS FOR THE OCCUPANCY CHANGE TO R-3. 2ND BLDG NS (2WK)AJ ORTEGA 3/25/2020 4/9/2020 4/17/2020 APPROVED- CONDITIONS PENDING REVIEW FROM FIRE AND PLANNING, SEE READY TO ISSUE CONDITIONS FOR ADDITIONAL INFORMATION. 2ND FIRE (1WK)KOHL HETRICK 3/25/2020 4/2/2020 4/30/2020 READY FOR APPROVAL SEE COA IN ATTACHMENTS 2ND PLANNING (1WK) NICOLE CRISTE 3/25/2020 4/2/2020 3/31/2020 PENDING DOCUMENTS Planning cannot complete until MBA is completed. Currently, MBA application is incomplete, and applicant has been notified. Planning cannot complete until MBA is completed. Currently, MBA application is incomplete, and applicant has been notified. Printed: Wednesday, December 20, 2023 9:14:28 AM 4 of 6 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0012 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 2/28/2020 AJ ORTEGA 1ST REVIEW CORRECTION LIST BCPR2019-0012 - 1ST REVIEW CORRECTION LIST.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL ARCHIT ECTUAL DRAWINGS 1ST SUBMITTAL – ARCHITECTUAL DRAWIN GS.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL GEOTEC HNICAL REPORT 1ST SUBMITTAL – GEOTECHNICAL REPORT .pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL SITE WATER SEWER AND FIRE EXHIBIT 1ST SUBMITTAL – SITE WATER SEWER AND FIRE EXHIBIT.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL STRUCT URAL CALCULATIONS 1ST SUBMITTAL – STRUCTURAL CALCULAT IONS.pdf 1 DOC 12/19/2019 EtrakitContractor 1ST SUBMITTAL T24 CAL CULATIONS 1ST SUBMITTAL – T24 CALCULATIONS .pdf 1 DOC 3/24/2020 EtrakitContractor 2ND SUBMITTAL - ARCHITECTURAL DRAWINGS 2ND SUBMITTAL - ARCHITECTURAL DRAWINGS.pdf 1 BOND INFORMATION 2ND PUBLIC WORKS (1WK)AMY YU 3/25/2020 4/2/2020 3/31/2020 APPROVED- CONDITIONS PRIOR TO BUILDING PERMIT ISSUANCE, THE FOLLOWING ITEMS ARE REQUIRED: - APPROVED PRECISE GRADING PLAN - PAD ELEVATION CERTS - COMPACTION REPORT Printed: Wednesday, December 20, 2023 9:14:28 AM 5 of 6 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0012 ATTACHMENTS Attachment Type CREATED OWNER DESCRIPTION PATHNAME SUBDIR ETRAKIT ENABLED DOC 3/24/2020 EtrakitContractor 2ND SUBMITTAL - ARCHITECTURAL RESPONSE 2ND SUBMITTAL - ARCHITECTURAL RESPONSE.pdf 1 DOC 3/24/2020 EtrakitContractor 2ND SUBMITTAL - STRUCTURAL CALCS 2ND SUBMITTAL - STRUCTURAL CALCS.pdf 1 DOC 3/24/2020 EtrakitContractor 2ND SUBMITTAL - FIREPLACE INSTALLATION 2ND SUBMITTAL - FIREPLACE INSTALLATION.pdf 1 DOC 1/28/2020 KOHL HETRICK 1ST REVIEW FIRE COMMENTS 1ST REVIEW FIRE COMMENTS.pdf 1 DOC 4/30/2020 KOHL HETRICK BCPR2019-0012 - SILVERROCK - PENDRY BUNGALOWS - FIRE CONDITIONS OF APPROVAL.pdf BCPR2019-0012 - SILVERROCK - PENDRY BUNGALOWS - FIRE CONDITIONS OF APPROVAL.pdf 1 DOC 5/29/2020 KOHL HETRICK Silverrock Golf Bungalows - Required Fire Flow Letter.pdf Silverrock Golf Bungalows - Required Fire Flow Letter.pdf 1 Printed: Wednesday, December 20, 2023 9:14:28 AM 6 of 6 Project Details City of La Quinta PROJECT NUMBER BCPR2019-0012 March 23, 2020 AJ Ortega Plan Examiner / Building Inspector Supervisor 78495 Calle Tampico La Quinta, CA 92253 RE: Silver Rock Resort – Golf Bungalows PROJECT No: 17028 Plan Check #: BCPR2019-012.e Response to 1st Building Permit Plan Review Comments La Quinta Building Department, Please find below responses to Plan Review Comments. 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) SALTER – Charles Salter, inc. (Acoustical engineering) 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. Building Comments Reviewed By: City of La Quinta (Design & Development Department) SECTION A - GENERAL 1. Provide the Project Address on the first sheet of Plans. Remove address information currently shown on plans, an addressing exhibit is required to be prepared and submitted for review and approval, this requirement has already been transmitted to the project developer but has not been submitted for this portion of the project. BAR Response: As noted, removed from cover sheet. Addresses shown on site plan GB-A1.01. Addressing Exhibit to be coordinate by developer. 2. Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer’s name and telephone number and electronic-signature. If the preparer is a licensed architect or engineer, all documents prepared by the 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, drawings are stamped and signed. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 2 3. Provide Planning Division approval for this Project. Please contact Nicole Criste in Planning Division directly at (760) 777-7132 with questions regarding the following comment(s): a. Planning review pending submittal of applicant of MBA. BAR Response: As noted. 4. 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 BAR Response: As noted. 5. 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. BAR Response: As noted, fire department comments addressed on page 14. SECTION B – ARCHITECTURAL / MEP / STRUCTURAL The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached, additionally the City of La Quinta has the following comments: 1. Provide accessibility matrix with correlating site plan showing units with accessibility features as required by CBC 11B-224. Buildings do not have unit designations as shown in schedule, floor plan does not show bed sizes, only one (1) two-bedroom main unit with two (2) one-bedroom units. Fully identify which buildings are to have which accessible feature on site plan, once requested information has been provided, a comprehensive review will be performed. BAR Response: Occupancy group revised to R3, single family dwelling falls under California Residential Code 2016. Per Section R320, project not applicable to accessibility requirements. Not a public housing. Not applicable to accessibility requirements of CBC Chapter 11B. 2016 CRC, Section R320 Accessibility R320.1 Scope Dwelling units in a building consisting of three or more dwelling units or four or more condominium units shall meet the requirements of the California Building Code Chapter 11A. Covered Multifamily Dwellings include but are not limited to dwelling units listed in Section 1.8.2.1.2. Dwelling units within a single structure separated by firewalls do not constitute separate buildings. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 3 2. Where more than one parking facility is provided on a site, the number of accessible spaces provided on the site shall be calculated according to the number of spaces required for each parking facility per CBC 11B-208.2. “Facility” includes all or any portion of buildings or sites, garages and open parking are being provided, the number of parking spaces required to be accessible is to be calculated separately for each parking facility. BAR Response: Not applicable. Per Section R320, project not applicable to accessibility requirements. Not public housing, but single dwelling units. Not applicable to accessibility requirements of CBC Chapter 11B. 3. In transient lodging facilities, guest rooms with mobility features complying with Section 11B-806.2 shall be provided in accordance with Table 11B-224.2. BAR Response: N/A. Per Section R320, project not applicable to accessibility requirements. Residential group R3, occupants are primarily permanent in nature, single dwelling units. Not public housing. Not applicable to accessibility requirements of CBC Chapter 11B. a. Accessible elements and spaces which are otherwise connected by a circulation path shall be connected by an accessible route per CBC 11B-206.2.4, plans only prepared for bathrooms only, demonstrate accessible route compliance throughout accessible units. b. The enlarged detailing ADA Bathroom Sheet GB-A5.02 does not appear to be applicable to the floor plan shown on Sheet GB-A2.01, reconcile information and provide reference detailing on floor plan identifying location of accessible unit requirement, or provide all necessary detailing at single location. See EsGil correction list for additional comments. c. Kitchens, kitchenettes and wet bars. Kitchens, kitchenettes and wet bars shall comply with Section 11B-804 and no detailing has been provided to demonstrate compliance at two-bedroom unit. 4. Provide threshold detailing for each opening, accessibility to exterior patios and through entrances required per CBC 11B-206.2.4 & 806.2.2. Table is blank on Sheet GB-A2.21. BAR Response: See table on sheet GB-A2.21 for threshold details. 5. Toilet paper dispenses shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser per CBC 11B-604.7.1. Dimension shown not within requirements. BAR Response: N/A 6. The seat height of a water closet above the finish floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat per CBC 11B-604.4. Dimension shown not within requirements. BAR Response: N/A 7. For Tub Installations the Control end and Head end wall grab bars shall be installed at the front edge of the bathtub per CBC 11B-607.4.2.2 and 11B-607.4.2.3. Location not specified demonstrating compliance. BAR Response: N/A Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 4 8. The top of bathtub seats shall be 17 inches minimum and 19 inches maximum above the bathroom finish floor. The depth of a removable in-tub seat shall be 15 inches minimum and 16 inches maximum. The seat shall be capable of secure placement. Permanent seats at the head end of the bathtub shall be 15 inches deep minimum and shall extend from the back wall to or beyond the outer edge of the bathtub. (CBC 11B- 610.2) Demonstrate compliance on plans. BAR Response: N/A 9. Required roll-in shower compartments shall comply with Section 11B-608.2.2 or 11B-608.2.3 per CBC 11B- 806.2.4. The compartment does not fully comply, the seat in a standard roll-in shower compartment shall be installed on the side wall adjacent to the controls (11B-610.3), and the door to the exterior does not provide the minimum opening width of 32 inches (11B-404.2.3). BAR Response: N/A 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. BAR Response: No red marks noted on plan. 2. Inadequate information has been provided at this submittal to calculate fees for this project. Fee calculation will be performed when Plans are complete. BAR Response: Noted. CORRECTION LIST CONTINUED BY EsGil COMPANY Building, MEP, Energy, and Green Building Code Comments Reviewed By: Ryan Murphy, EsGil (for City of La Quinta) GENERAL 1. Please make all corrections and submit two new complete sets of prints, to: The jurisdiction’s building department. BAR Response: Digital set to be submitted. PLANS 2. On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: “Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official.” BAR Response: As noted see general note #15 on GB-G0.01. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 5 SOUND TRANSMISSION 3. Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listing rating of STC 50 (and IIC of 50 for floors). Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. SALTER RESPONSE: The party wall assemblies are shown on Sheet GB-A9.01 as Wall Types J. Wall Type J consists of an insulated staggered-stud wall with four total layers of gypsum board. These assemblies achieve at least STC 50. 4. Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. SALTER RESPONSE: Penetration details (e.g., outlet boxes, piping, ductwork and conduit penetrations, recessed cabinets, recessed fixtures) at sound-rated assemblies are shown on Details 1 thru 14 on Sheet GB-A9.11 and on Detail 4 and 14 on Sheet GB-9.12. 5. The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County’s General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: “This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan”. SALTER RESPONSE: Site not within a noise critical area. See general note 17 on GB-G0.01. Based on the La Quinta General Plan, Chapter IV, the CNEL at the project site is predicted to be less than CNEL 60 dB, as shown in Table 1. ROOFS 5. Specify on the plans the following information for the roof materials, per Section 1506.3: a. Manufacturer’s name and Product name/number. BAR RESPONSE: Fibertite PVC single ply membrane, 60mil FiberTite-SM. See sheet note 6 on GB-A2.02 b. ICC approval number, or equal. BAR RESPONSE: UL 34KL, 48PO, 97P9. See sheet note 6 on GB-A2.02. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 6 6. Show the required attic/enclosed rafter ventilation on the plans. Show “area required” and “area provided.” The net free ventilation area shall not be less than 1/150th of the area of the space ventilated. Section 1203.2. BAR RESPONSE: Providing unvented rafter assemblies per 1203.3, 5.1.2 R5 rigid insulation provided directly above structural roof sheathing. Code section inserted below, underlined text. 1203.3 Unvented attic and unvented enclosed rafter assemblies Unvented attics and unvented enclosed roof framing assemblies created by ceilings applied directly to the underside of the roof framing members/rafters and the structural roof sheathing at the top of the roof framing members shall be permitted where all the following conditions are met: 1. The unvented attic space is completely within the building thermal envelope. 2. No interior Class I vapor retarders are installed on the ceiling side (attic floor) of the unvented attic assembly or on the ceiling side of the unvented enclosed roof framing assembly. 3. Insulation shall be located in accordance with the following: 5.1. Item 5.1.1, 5.1.2, 5.1.3 or 5.1.4 shall be met, depending on the air permeability of the insulation directly under the structural roof sheathing. No insulation shall be required when roof tiles, wood shingles or wood shakes, or any other roofing system using battens and no continuous underlayment is installed. A continuous underlayment shall be considered to exist if sheathing, roofing paper or any continuous layer having a perm rate of no more than one perm under the dry cup method is present. 5.1.2. Where air-permeable insulation is provided inside the building thermal envelope, it shall be installed in accordance with Item 5.1. In addition to the air-permeable insulation installed directly below the structural sheathing, rigid board or sheet insulation shall be installed directly above the structural roof sheathing in accordance with the R-values in Table 1203.3 for condensation control. FIRE EXTINGUISHING 7. Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. BAR Response: As noted, see sheet note #1 on GB-A2.01. DISABLED ACCESS 8. Hotels, Motels, Inns, Dormitories, Resorts and similar places of transient lodging shall comply with the following provisions per Sections 11B-224.1 and 11B-806. BAR Response: N/A. Occupancy group revised to R3, single family dwelling falls under California Residential Code 2016. Per Section R320, project not applicable to accessibility requirements. Not a public housing. Not applicable to accessibility requirements of CBC Chapter 11B. a. Accessible sleeping rooms shall provide 36” clear width maneuvering space along both sides of a bed, or between two beds. b. Bathrooms in the accessible rooms shall comply with the following, per Section 11B-806.2.4: a. Per Section 11B-603.2, the following clearance shall be shown: i. >60” diameter. ii. A T-shaped space as shown in Figure 11B-304.3.2. iii. Doors are not permitted to encroach into this space by more than 12 inches. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 7 b. Doors shall not swing into the required clear floor space for any fixture. Section 11B- 603.2.3. c. Show that the water closet is located in a space which provides a clear space in front of the water closet measuring 60” wide by 48” in front. Section 11-B604.3.1. d. Show that accessible lavatories comply with the following, per Section 11B-606: i. >30” x 48” clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. ii. When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18” to the center line of the fixture to the wall. iii. The counter top is <34” maximum above the floor. iv. >29” high, reducing to 27” at a point located 8” back from the front edge. v. >9” high x 30” wide and 17” deep at the bottom. vi. Hot water pipes and drain lines are insulated. e. If tubs or showers are provided, at least one shall be accessible in compliance with Section 11B-607 for tubs or 11B-608 for showers. c. Bathrooms in all remaining unites shall comply with the following: a. All bathroom fixtures shall be in a location that allows a person using a wheelchair measuring 30” by 48” to touch the wheelchair to any lavatory, urinal, water closet, tub, sauna, shower stall and any other similar sanitary installation if provided. Section 11B-603.6. b. All bathroom entrance doors shall have a clear opening width of 32” and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Sections 11B-224.1.2 and 11B-404.2.3. d. Public rooms and common use areas shall be made accessible as required by other sections. Section 11B-201.2. RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC Section 101.3. The Standards apply to newly constructed residential buildings, along with additions/alterations that increase the building’s conditioned area, volume and size. CGC Section 301.1.1. Provide a sheet on the plans labeled “Green Building Code Requirements” and include the following notes as applicable. 9. Electrical Vehicle Charging. Note on the plans that electrical vehicle supply equipment (EVSE) is required in all new residential construction. Show on the plans the location of the electrical vehicle supply equipment. The EVSE must consist of minimum 1” conduit extending from the main panel to a junction box where the EVSE receptacle will be provided. The main service panel must be sized to accommodate 208/240 Volt, 40 amp dedicated branch circuit. For new multifamily dwellings, where there are 17 or more units per site, 3% of the total parking spaces, but not less than one, shall be equipped with the capability for electrical vehicle charging stations. EVCS shall be shown on the plans in common use areas available to all residents. CGC 4.106.4. BAR Response: As noted, see GB-G0.31. 10. Storm water drainage/retention during construction. Note on the plans: Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. B. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. CGC Section 4.106.2. BAR Response: As noted, see GB-G0.31. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 8 11. Grading and paving. Note on the plans that site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC Section 4.106.3. Exception: Additions not altering the drainage path. BAR Response: As noted, see GB-G0.31. 12. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1. FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall-mounted) 0.125 gallon/flush Urinals (others) 0.5 gallon/flush Showerheads 1.8 gpm @ 80 psi Lavatory faucets 1.2 gpm @ 60 psi 1 Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.25 gallons per cycle 1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. BAR Response: As noted, see GB-G0.31. 13. Note on the plans that when a shower is provided with multiple shower heads, the sum of flow to all heads shall not exceed 1.8 gpm @ 80 psi, or the shower shall be designated so that only one head is on at a time. CGC Section 4.303.1.3.2. BAR Response: N/A, multiple shower heads are not provided. 14. Note on the plans that landscape irrigation water use shall have weather or soil based controllers. CGC Section 4.304.1. BAR Response: As noted, see GB-G0.31. 15. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. BAR Response: As noted, see GB-G0.31. 16. Recycling. Note on the plans that the contractor shall submit a Construction Waste Management Plan, per CGC Section 4.408.2. BAR Response: As noted, see GB-G0.31. 17. Operation and maintenance manual. Note on the plans that the builder is to provide an operation manual (containing information for maintaining appliances, etc.) for the owner at the time of final inspection. CGC Section 4.410.1. BAR Response: As noted, see GB-G0.31. 18. Note on the plans that the gas fireplace(s) shall be a direct-vent sealed-combustion type. Woodstove or pellet stoves must be US EPA Phase II rated appliances. CGC Section 4.503.1. BAR Response: As noted, see GB-G0.32. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 9 19. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC Section 4.504.1. BAR Response: As noted, see GB-G0.32. 20. Pollutant control. Note on the plans that VOC’s must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paint and Coatings, Carpet and Composition Wood Products. CGC Section 4.504.2. BAR Response: As noted, see GB-G0.32. 21. Interior moisture control. Note on the plans that concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1. BAR Response: As noted, see GB-G0.32. 22. Interior moisture control. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC Section 4.505.3. BAR Response: As noted, see GB-G0.32. 23. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. BAR Response: As noted, see GB-G0.32. 24. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. BAR Response: As noted, see general note #16 GB-G0.01 and GB-G0.32 703. ENERGY CONSERVATION 25. The project address and the number of dwelling units on the T24 energy analysis needs to match the plans, coordinate. BAR Response: As noted, see GB-G0.40 and GB-G0.40. FOUNDATION 26. Provide a letter from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that is has been determined that the recommendations in the soil report are properly incorporated into the plans (when required by the soils report). BAR Response: Will comply 27. 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 GB-S-2.1. Added note in plan. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 10 28. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1804.4. GOUVIS Response: As noted, see GB-S-2.1. Added note in plan. 29. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Sections 107.2 and 1603.1.6. Please update foundation notes on sheet GB-S-LS1. GOUVIS Response: As noted, see GB-S-LS1. Updated Foundation note on sheet GB-S-LS1 and soil parameter in GB-SN-1. STRUCTURAL 30. Please identify the shear panel types on the shear wall schedule on sheet GB-SN-1. GOUVIS Response: As noted, see GB-SN-1. Updated shear wall type in shear wall schedule in GB-SN-1. 31. If applicable for resubmittal, 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: Trusses are going to be deferred submittal. 32. Add framing/connection information for patio covers to shear transfer details. GOUVIS Response: As noted, see GB-S-2.2, GB-SD-2. Added detail 13/GB-SD-2 to show the connection to transfer shear load from high roof to low roof. 33. Detail 22/GB-SD-2 is referenced at the glulam beam supporting the rear patio cover as well as at PSL/HSS connection at Garage. Please revise to reference wood beam to steel column connection. GOUVIS Response: As noted, see GB-S-2.2. Detail call out has been revised to 4/GB-SD-2 which shows wood beam to steel column connection. 34. Please revise the analysis to match what is shown on the plans. For example: a. No shear is shown on the plans at gridline 3. b. Gridline A has cantilevered columns. c. These are just examples; other discrepancies may exist. Please review and revise. GOUVIS Response: Please see updated calculation included garage units. 35. Only the analysis for the dwelling units were received. Please provide structural calculations for the proposed garage units. GOUVIS Response: Please see updated calculation included garage units. 36. For clarity, please remove the cantilevered description from beam 2G on sheet GB-S-3.2 (appears to be simply supported). GOUVIS Response: As noted, see GB-S-3.2. Updated Beam description. 37. ADDITIONAL REQUIREMENTS FOR ELEMENTS THAT ARE PART OF THE LATERAL-FORCE-RESISTING SYSTEM SDC D a. Special reinforced masonry shear walls. Shear walls in SDC D can only be special reinforced masonry shear walls. ASCE 7-10, Table 12.2-1. b. Lateral ties in masonry columns. Lateral ties in masonry columns should be spaced not more than 8 inches on center and should be at least 3/8-inch diameter. Lateral ties should be embedded in grout. (ACI 530-13 Section 7.4.4.2.1) Standard hooks for lateral tie anchorage should be either a 135-degree standard hook or a 180-degree standard hook. (See Figure 16.4.): Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 11 c. Minimum reinforcement requirements for special reinforced masonry shear walls. The following requirements should be satisfied. (ACI 530-13, Section 7.3.2.6) (See Figure 16.2.): · The sum of the cross-sectional area of horizontal and vertical reinforcement should be at least 0.002Ag, and the minimum cross-sectional area in each direction should be not less than 0.0007Ag. · The maximum spacing of reinforcement should be 48 inches except for stack bond masonry. · Reinforcement should be uniformly distributed. · Maximum spacing of reinforcement for walls with stack bond masonry should be 24 inches. · The maximum spacing of vertical and horizontal reinforcement in shear walls should be the smaller of one-third the length of the shear wall, one-third the height of the shear wall, or 48 inches. · The minimum cross-sectional area of vertical reinforcement in shear walls should be one-third of the required shear reinforcement. · Shear reinforcement in shear walls should be anchored around vertical reinforcing bars with a standard hook. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 12 GOUVISE Response: As noted. 38. Working Stress Design – Reinforced Masonry a. Design loads for shear walls. SDC D When calculating shear or diagonal tension stresses, shear walls that resist seismic forces in SDC D, E. or F should be designed to resist 1.5 times the forces required by Chapter 16. (TMS 402). GOUVISE Response: As noted. PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Conner Reuss SET: I PLUMBING (2016 CALIFORNIA PLUMBING CODE) 1. 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, see GB-P0.2. Refer to added flushing procedure notes on sheet GB-P0.2. 2. 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: Site plans with all information requested shall be provided by civil engineer. Please refer to the civil engineering plans. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 13 3. Identify the extent of the private sewer, water, and gas systems of 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: Identification of all private utility systems shall be shown on the civil engineering plans. 4. 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: Utility plans for items outside of the building footprint does not fall under our scope. Please refer to the civil engineering plans. 5. 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 GB-P0.1. Manhole rim elevations for the site routing have not been determined by the civil engineer at this time. Once determined, they shall be reviewed to confirm if backwater valves are required. General note #60 has been added to plans for reference. 6. Please specify if the outdoor showers are covered by the overhead roof. If not, please specify how the shower will be protected from the impact of storm water. GOUVIS Response: As noted, see GB-PD.1. The outdoor showers are partially covered with roof above. From coordination with the CVWD, these showers are to drain to a French drain into the landscape and the roof shall be constructed so that only direct rainfall will enter the exterior shower enclosures 7. Please show the location of the required mop/service sink per CPC Table 422.1. Make sure to specify it within the fixture schedule. GOUVIS Response: Per the updated architectural plans, the occupancy group for these buildings have changed and a mop sink is not required per CPC 422.1. Please refer to architectural plans 8. 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 (1/2” insulation); ¾” pipe (1” insulation); 1”-1.5” pipes (1.5” insulation); 2” pipes and larger (2” insulation). CPC 609.11 & ES 150.0(j) GOUVIS Response: As noted, see GB-P0.1. Refer to updated pipe insulation thickness tables on sheet GB-P0.1. 9. 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: As noted, see GB-PD.1. Per Socal Gas Guidebook, a minimum of 8” water column is provided after the meter assembly, allowing for the use of table 1216.2(2) to be used in sizing the gas piping system. MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 10. Please place the fireplace manufacture’s installation instructions within the plans. BAR Response: As noted, see instructions attached (103 pages). Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 14 11. Please specify within the mechanical schedule which exhaust fan will run continuously for the whole house ventilation. Both fans are shown to have switches. Please correct. GOUVIS Response: See sequence of operation table on sheet GBM-0.2. EF/B is whole house ventilation fan and works continuously when room is occupied. Key note #5 has been added to the floor plan on sheet #GBM-2.1. 12. 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: Refer to the plumbing plan sheet GB-PD.1 detail #9 for primary condensate drain detail and sheet GB-P3.1B for routing. See mechanical plan sheet GBM-2.1 keynote 3 for primary and secondary condensate note. 13. Please specify the manufacture, model, CFM and other necessary information regarding the residential hood. BAR Response: Wolf PW362210, 500CFM internal, 110/120 VAC, 60hz GOUVIS Response: We are showing a 6" exhaust duct which is the minimum kitchen hood duct per California Mechanical Code. Please see sheet GBM-2.1 keynote #6. 14. A dryer vent detail was provided yet no dryer or washer is specified within the floor plans. Please address. GOUVIS Response: As noted, see GBMD-1. Dryer detail has been removed from mechanical plan. Note: If you have 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. Silver Rock Resort - Golf Bungalows/ Plan Check # BCPR2019-0012 Response to 1st Building Permit Plan Review Comments 3/23/2020 15 March 23, 2020 AJ Ortega Plan Examiner / Building Inspector Supervisor 78495 Calle Tampico La Quinta, CA 92253 RE: Silver Rock Resort – Golf Bungalows PROJECT No: 17028 Plan Check #: BCPR2019-012.e 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) 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 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) BAR Response: We will submit application for alternate means and methods for alternate paving material. 2. Identify the size, classification, location and installation method of the required portable fire extinguishers for each unit per CFC 906. BAR Response: Deferred submittal by Fire Suppression Contractor. OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org April 30, 2020 BAR Architects 315 West 9th #500 Los Angeles, CA 90015 Re: New Building - Fire Plan Review – SILVERROCK – PENDRY BUNGALOWS & GARAGES BCPR2019-0012 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 R-3/U occupancies. It is prohibited to use, process or store any materials in the occupancy that would classify it as a Group H occupancy, without further review and approval. ACCESS Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, Riverside County Ordinance 787 and Riverside County Fire Department Standards. *Further review and conditioning on the Precise Grading Permit. ** Alternative Material & Method Request received for Grasspave2 material use – pending review and approval. 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. 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 500 gpm flow @ 20 psi residual pressure from a minimum of 1 fire hydrants flowing simultaneously/cumulatively for a 0.5-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 3,550 square feet structure of type V-B construction. 2) Applicant and/or developer shall separately submit 2 sets of off-site water system plans to the Fire Department office for review. Plans must be signed by a registered Civil Engineer and/or water purveyor prior to Fire Marshal review and approval. Mylar will be signed by the Fire Marshal after review and approval. DEFERRED SUBMITTALS REQUIRED 1) PRIVATE FIRE MAIN (FPUWP) – System plans in compliance with NFPA 24 must be submitted to the Fire Department for review and approval. Hydraulic Calculations may be required. Permit fees in the amount of $614.00 will be required. 2) FIRE SPRINKLER SYSTEM (FPFSS) - Install a complete fire sprinkler system per NFPA 13 *As volunteered on the approved building construction plans (Minimum NFPA 13D is required by occupancy classification, but due to transient use – the increased design is appreciated). 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. *Due to the volunteered classification of the fire sprinkler system beyond NFPA 13D, a monitoring fire alarm system is required. PRIOR TO FINAL 1) Approved building address shall be placed in such a position as to be plainly visible and legible from the street and rear access if applicable. Building address numbers shall be a minimum of 6” tall. All addressing must be legible and of a contrasting color with the background to be visible from the street at all hours. 2) It is recommended to install portable fire extinguishers per Title 19 and CFC 906 for group R-2 occupancy uses due to transient nature of the Pendry Bungalows. Contact a certified extinguisher company for proper placement and spacing of equipment. 3) 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. 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 OFFICE OF THE FIRE MARSHAL – LA QUINTA 78495 Calle Tampico, La Quinta, CA 92253 • Phone (760) 777-7074 • www.rvcfire.org May 29, 2020 Marco Celedon, P.E. MSA Consultants Re: Required Fire Flow for “Silverrock Golf Bungalows” BCPR2019-0012 / Parcel Map No. 37207 – La Quinta, CA 92253 Based on the provided building information noted below, a minimum water supply shall be provided for this project that is capable of 500 gallons per minute fire flow when measured to a minimum 20 psi residual pressure reading from a minimum of 1 fire hydrant(s) flowing simultaneously/cumulatively. This fire flow shall be able to be provided for a minimum of 0.5-hour duration. Hydrant spacing shall be an average of 500-feet. No portion of any structure shall be more than 600 (Spk Residential)-feet hose-pull distance from a fire hydrant along an approved firefighter operational path. New Building(s) details: Building ID = Golf Bungalows (R-3) Building Area = 3,550 sq ft Building Construction Type = VB - NON-RATED Sprinklered = YES *50% reduction has been applied by local ordinance amendment Questions should be directed to the Riverside County Fire Department, Office of the Fire Marshal, La Quinta Office at 78495 Calle Tampico, La Quinta, CA 92253. Kohl Hetrick - Fire Safety Specialist Kohl.hetrick@fire.ca.gov 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 – GOLF BUNGALOWS (VILLAS) BCPR2019-0012 / 79179 AHMANSON LANE, LA QUINTA (PLANS SHOW: 52330, 52331, 52332, 52333, 52335, 52336, 52337, 52338, 52339, 52350 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 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) 2) Identify the size, classification, location and installation method of the required portable fire extinguishers for each unit per CFC 906. *NFPA 13 (CFC 903.3.1.1) is identified as the proposed fire sprinkler system design. It is appropriate for the NFPA 13R design of system to be considered for these structures which could present a cost savings, especially in the water service supply connections. 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 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 28, 2020 STATUS: FIRST REVIEW PLAN CHECKED BY: AJ ORTEGA / ESGIL TELEPHONE NUMBER: (760) 777-7018 ADDRESS: 79-179 AHMANSON LN DESCRIPTION: PENDRY BUNGALOWS APPLICANT: BAR ARCHITECTS / SAM CHAN PLAN CHECK #: BCPR2019-0012 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 17 Non-Residential Plan Check Correction List (os) SECTION A – GENERAL 1)Provide the Project Address on the first sheet of Plans. Remove address information currently shown on plans, an addressing exhibit is required to be prepared and submitted for review and approval, this requirement has already been transmitted to the project developer but has not been submitted for this portion of the project. 2)Provide on each sheet of resubmitted Plans and cover sheet of bound Calculations the preparer’s name and telephone number and electronic-signature. If the preparer is a licensed architect or engineer, all documents prepared by that licensed individual shall also bear his/her stamp as prescribed by California Business and Professions Code '5536. Resubmittals will not be accepted with signatures missing. 3)Provide Planning Division approval for this Project. Please contact 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. 4)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 5)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 The City of La Quinta has elected to use EsGil Company for review of your project. See Complete Review Comments Attached., additionally the City of La Quinta has the following comments: 1)Provide accessibility matrix with correlating site plan showing units with accessibility features as required by CBC 11B-224. Buildings do not have unit designations as shown in schedule, floor plan does not show bed sizes, only one (1) two-bedroom main unit with two (2) one-bedroom units. Fully identify which buildings are to have which accessible features on site plan, once requested information has been provided, a comprehensive review will be performed. 2)Where more than one parking facility is provided on a site, the number of accessible spaces provided on the site shall be calculated according to the number of spaces required for each parking facility per CBC 11B- 208.2. “Facility” includes all or any portion of buildings or sites, garages and open parking are being provided, the number of parking spaces required to be accessible is to be calculated separately for each parking facility. 3)In transient lodging facilities, guest rooms with mobility features complying with Section 11B-806.2 shall be provided in accordance with Table 11B-224.2. a)Accessible elements and spaces which are otherwise connected by a circulation path shall be connected by an accessible route per CBC 11B-206.2.4, plans only prepared for bathrooms only, demonstrate accessible route compliance throughout accessible units. b)The enlarged detailing ADA Bathroom Sheet GB-A5.02 does not appear to be applicable to the floor plan shown on Sheet GB-A2.01, reconcile information and provide reference detailing on floor plan identifying location of accessible unit requirements, or provide all necessary detailing at single location. See EsGil correction list for additional comments. c)Kitchens, kitchenettes and wet bars. Kitchens, kitchenettes and wet bars shall comply with Section 11B-804 and no detailing has been provided to demonstrate compliance at two-bedroom unit. Page 2 of 17 Non-Residential Plan Check Correction List 4)Provide threshold detailing for each opening, accessibility to exterior patios and through entrances required per CBC 11B-206.2.4 & 806.2.2. Table is blank on Sheet GB-A2.21. 5)Toilet paper dispensers shall be 7 inches minimum and 9 inches maximum in front of the water closet measured to the centerline of the dispenser per CBC 11B-604.7.1. Dimension shown exceeds requirements. 6)The seat height of a water closet above the finish floor shall be 17 inches minimum and 19 inches maximum measured to the top of the seat per CBC 11B-604.4. Dimension shown not within requirements. 7)For Tub Installations the Control end and Head end wall grab bars shall be installed at the front edge of the bathtub per CBC 11B-607.4.2.2 and 11B-607.4.2.3. Location not specified demonstrating compliance. 8)The top of bathtub seats shall be 17 inches minimum and 19 inches maximum above the bathroom finish floor. The depth of a removable in-tub seat shall be 15 inches minimum and 16 inches maximum. The seat shall be capable of secure placement. Permanent seats at the head end of the bathtub shall be 15 inches deep minimum and shall extend from the back wall to or beyond the outer edge of the bathtub. (CBC 11B- 610.2) Demonstrate compliance on plans. 9)Required roll-in shower compartments shall comply with Section 11B-608.2.2 or 11B-608.2.3 per CBC 11B- 806.2.4. The compartment does not fully comply, the seat in a standard roll-in shower compartment shall be installed on the side wall adjacent to the controls (11B-610.3), and the door to the exterior does not provide the minimum opening width of 32 inches (11B-404.2.3). 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 3 of 17 DATE: 01/16/2019 APPLICANT JURIS. JURISDICTION: City of La Quinta PLAN CHECK #.: BCPR2019-0012.e SET: I PROJECT ADDRESS: 52-330,331,332,333,335,336,337,3388,339,350 Silverrock Way PROJECT NAME: Golf Bungalows w/ Detached Garages 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: By: Ryan Murphy Enclosures: EsGil 12/26/2019 Page 4 of 17 PLAN REVIEW CORRECTION LIST MULTI-FAMILY PLAN CHECK #.: BCPR2019-0012.e JURISDICTION: City of La Quinta OCCUPANCY: R-1/U USE: Hotel TYPE OF CONSTRUCTION: V-B ACTUAL AREA: 3075 sq. ft. Ea. (x10) 583 sq ft. Garage (x5) ALLOWABLE FLOOR AREA: Within STORIES: 1 HEIGHT: 12'-0" SPRINKLERS?: YES OCCUPANT LOAD: REMARKS: DATE PLANS RECEIVED BY DATE PLANS RECEIVED BY JURISDICTION: ESGIL CORPORATION: 12/26/2019 DATE INITIAL PLAN REVIEW PLAN REVIEWER: Ryan Murphy COMPLETED: 01/16/2019 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 ordinance by the Planning Department, Engineering Department, Fire Department or other departments. Clearance from those departments may be required prior to the issuance of a building permit. Present California law mandates that construction comply with the 2016 edition of the California Building Code (Title 24), which adopts the following model codes: 2015 IBC, 2015 UPC, 2015 UMC and 2014 NEC. The above regulations apply, regardless of the code editions adopted by ordinance. The following items listed need clarification, modification or change. All items must be satisfied before the plans will be in conformance with the cited codes and regulations. Per Sec. 105.4 of the 2015 International Building Code, the approval of the plans does not permit the violation of any state, county or city law. To speed up the recheck process, please note on this list (or a copy) where each correction item has been addressed, i.e., plan sheet number, specification section, etc. Be sure to enclose the marked up list when you submit the revised plans. Page 5 of 17 GENERAL 1.Please make all corrections and submit two new complete sets of prints, to: The jurisdiction's building department. PLANS 2.On the cover sheet of the plans, specify any items that will have a deferred submittal (trusses, fire sprinklers/alarms, etc.). Additionally, provide the following note on the plans, per Sec. 107.3.4.2: “Submittal documents for deferred submittal items shall be submitted to the registered design professional in responsible charge, who shall review them and forward them to the building official with a notation indicating that the deferred submittal documents have been reviewed and that they have been found to be in general conformance with the design of the building. The deferred submittal items shall NOT be installed until their design and submittal documents have been approved by the building official.” SOUND TRANSMISSION 3.Wall and floor/ceiling assemblies separating dwelling units from each other and from common space (such as corridors, laundry rooms, common garages, service areas, etc.) must have a listed rating of STC 50 (and IIC of 50 for floors). Section 1207. Show the location of and provide details of the listed wall and floor/ceiling assemblies, and indicate the listing agency and listing number for the tested ratings. 4.Show how penetrations of assemblies for piping, electrical devices, recessed cabinets, bathtubs, soffits or heating, ventilating or exhaust ducts shall be sealed, lined or insulated or treated to maintain the required sound ratings. 5.The Title Sheet or Site Plan should clearly indicate if any portion of the project is in a noise critical area (CNEL contours of 60 dB) as shown on the City or County's General Plan. If no portion of the project is within a noise critical area, provide a note on the Title Sheet stating: "This project is not within a noise critical area (CNEL contour of 60 dB) as shown on the General Plan". ROOFS 5.Specify on the plans the following information for the roof materials, per Section 1506.3: a)Manufacturer’s name and Product name/number. b)ICC approval number, or equal. Page 6 of 17 6. Show the required attic/enclosed rafter ventilation on the plans. Show “area required” and “area provided.” The net free ventilating area shall not be less that 1/150th of the area of the space ventilated. Section 1203.2. FIRE EXTINGUISHING 7. Specify on the plans that portable fire extinguishers will be installed in the building in accordance with Section 906. DISABLED ACCESS 8. Hotels, Motels, Inns, Dormitories, Resorts and similar places of transient lodging shall comply with the following provisions per Sections 11B-224.1 and 11B-806. a) Accessible sleeping rooms shall provide 36" clear width maneuvering space along both sides of a bed, or between two beds. b) Bathrooms in the accessible rooms shall comply with the following, per Section 11B-806.2.4: a. Per Section 11B-603.2, the following clearance shall be shown: i. ≥60" diameter. ii. A T-shaped space as shown in Figure 11B-304.3.2. iii. Doors are not permitted to encroach into this space by more than 12 inches. b. Doors shall not swing into the required clear floor space for any fixture. Section 11B-603.2.3. c. Show that the water closet is located in a space which provides a clear space in front of the water closet measuring 60” wide by 48” in front. Section 11B-604.3.1. d. Show that accessible lavatories comply with the following, per Section 11B-606: i. ≥30" x 48" clear space is provided in front for forward approach. The clear space may include knee and toe space beneath the fixture. ii. When lavatories are adjacent to a side wall or partition, there shall be a minimum of 18” to the center line of the fixture to the wall. iii. The counter top is ≤34" maximum above the floor. Page 7 of 17 iv. ≥29" high, reducing to 27” at a point located 8” back from the front edge. v. ≥9" high x 30" wide and 17" deep at the bottom. vi. Hot water pipes and drain lines are insulated. e. If tubs or showers are provided, at least one shall be accessible in compliance with Section 11B-607 for tubs or 11B-608 for showers. c) Bathrooms in all remaining units shall comply with the following: a. All bathroom fixtures shall be in a location that allows a person using a wheelchair measuring 30 “ by 48” to touch the wheelchair to any lavatory, urinal, water closet, tub, sauna, shower stall and any other similar sanitary installation if provided. Section 11B- 603.6. b. All bathroom entrance doors shall have a clear opening width of 32” and shall be either sliding doors or shall be hung to swing in the direction of egress from the bathroom. Sections 11B- 224.1.2 and 11B-404.2.3. d) Public rooms and common use areas shall be made accessible as required by other sections. Section 11B-201.2. RESIDENTIAL GREEN BUILDING STANDARDS The California Building Standards Commission has adopted the Green Building Standards Code and must be enforced by the local building official. The following mandatory requirements for residential construction must be included on your plans. CGC Section 101.3. The Standards apply to newly constructed residential buildings, along with additions/alterations that increase the building’s conditioned area, volume or size. CGC Section 301.1.1. Provide a sheet on the plans labeled “Green Building Code Requirements” and include the following notes as applicable. 9. Electric Vehicle Charging. Note on the plans that electrical vehicle supply equipment (EVSE) is required in all new residential construction. Show on the plans the location of the electrical vehicle supply equipment. The EVSE must consist of minimum 1” conduit extending from the main panel to a junction box where the EVSE receptacle will be provided. The main service panel must be sized to accommodate 208/240 Volt, 40 amp dedicated branch circuit. For new multifamily dwellings, where there are 17 or more units per site, 3% of the total parking spaces, but not less than one, shall be equipped with the capability for electrical vehicle charging stations. EVCS shall be shown on the plans in common use areas available to all residents. CGC 4.106.4. Page 8 of 17 10. Storm water drainage/retention during construction. Note on the plans: Projects which disturb less than one acre of soil shall manage storm water drainage during construction by one of the following: A. Retention basins. B. Where storm water is conveyed to a public drainage system, water shall be filtered by use of a barrier system, wattle or other approved method. CGC Section 4.106.2. 11. Grading and paving. Note on the plans that site grading or drainage system will manage all surface water flows to keep water from entering buildings (swales, water collection, French drains, etc.). CGC Section 4.106.3. Exception: Additions not altering the drainage path. 12. Indoor water use. Show compliance with the following table, per CGC Section 4.303.1. FIXTURE FLOW RATES FIXTURE TYPE MAXIMUM FLOW RATE Water closets 1.28 gallons/flush Urinals (wall-mounted) 0.125 gallon/flush Urinals (others) 0.5 gallon/flush Showerheads 1.8 gpm @ 80 psi Lavatory faucets 1.2 gpm @ 60 psi1 Kitchen faucets 1.8 gpm @ 60 psi Metering faucets 0.25 gallons per cycle 1. Lavatory faucets shall not have a flow rate less than 0.8 gpm at 20 psi. 13. Note on the plans that when a shower is provided with multiple shower heads, the sum of flow to all the heads shall not exceed 1.8 gpm @ 80 psi, or the shower shall be designed so that only one head is on at a time. CGC Section 4.303.1.3.2. 14. Note on the plans that landscape irrigation water use shall have weather or soil based controllers. CGC Section 4.304.1. 15. Recycling. Note on the plans that a minimum of 65% of construction waste is to be recycled. CGC Section 4.408.1. 16. Recycling. Note on the plans that the contractor shall submit a Construction Waste Management Plan, per CGC Section 4.408.2. 17. Operation and maintenance manual. Note on the plans that the builder is to provide an operation manual (containing information for maintaining Page 9 of 17 appliances, etc.) for the owner at the time of final inspection. CGC Section 4.410.1. 18. Note on the plans that the gas fireplace(s) shall be a direct-vent sealed- combustion type. Woodstove or pellet stoves must be US EPA Phase II rated appliances. CGC Section 4.503.1. 19. Pollutant control. Note on the plans that during construction, ends of duct openings are to be sealed, and mechanical equipment is to be covered. CGC Section 4.504.1. 20. Pollutant control. Note on the plans that VOC’s must comply with the limitations listed in Section 4.504.3 and Tables 4.504.1, 4.504.2, 4.504.3 and 4.504.5 for: Adhesives, Paints and Coatings, Carpet and Composition Wood Products. CGC Section 4.504.2. 21. Interior moisture control. Note on the plans that concrete slabs will be provided with a capillary break. CGC Section 4.505.2.1. 22. Interior moisture control. Note on the plans that the moisture content of wood shall not exceed 19% before it is enclosed in construction. The moisture content needs to be certified by one of 3 methods specified. Building materials with visible signs of water damage should not be used in construction. The moisture content must be determined by the contractor by one of the methods listed in CGC Section 4.505.3. 23. Indoor air quality. Note on the plans that bathroom fans shall be Energy Star rated, vented directly to the outside and controlled by a humidistat. CGC 4.506.1. 24. Note on the plans that prior to final inspection the licensed contractor, architect or engineer in responsible charge of the overall construction must provide to the building department official written verification that all applicable provisions from the Green Building Standards Code have been implemented as part of the construction. CGC 102.3. ENERGY CONSERVATION 25. The project address and the number of dwelling units on the T24 energy analysis needs to match the plans, coordinate. FOUNDATION 26. 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 10 of 17 27. 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.” 28. Note on plans that surface water will drain away from building and show drainage pattern. The grade shall fall a minimum of 5% within the first 10 feet (2% for impervious surfaces). Section 1804.4. 29. Specify on the foundation plan or structural specifications sheet the soil classification, the soils expansion index and the design bearing capacity of the foundation. Sections 107.2 and 1603.1.6. Please update foundation notes on sheet GB-S-LS1. STRUCTURAL 30. Please identify the shear panel types on the shear wall schedule on sheet GB-SN-1. 31. If applicable for resubmittal, 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. 32. Add framing/connection information for patio covers to shear transfer details. 33. Detail 22/GB-SD-2 is referenced at the glulam beam supporting the rear patio cover as well as at PSL/HSS connection at Garage. Please revise to reference wood beam to steel column connection. 34. Please revise the analysis to match what is shown on the plans. For example: a. No shear is shown on the plans at gridline 3. b. Gridline A has cantilevered columns. c. These are just examples; other discrepancies may exist. Please review and revise. Page 11 of 17 35. Only the analysis for the dwelling units were received. Please provide structural calculations for the proposed garage units. 36. For clarity, please remove the cantilever description from beam 2G on sheet GB-S-3.2 (appears to be simply supported). 37. ADDITIONAL REQUIREMENTS FOR ELEMENTS THAT ARE PART OF THE LATERAL-FORCE-RESISTING SYSTEM SDC D a. Special reinforced masonry shear walls. Shear walls in SDC D can only be special reinforced masonry shear walls. ASCE 7-10, Table 12.2-1. b. Lateral ties in masonry columns. Lateral ties in masonry columns should be spaced not more than 8 inches on center and should be at least 3/8-inch diameter. Lateral ties should be embedded in grout. (ACI 530-13 Section 7.4.4.2.1) Standard hooks for lateral tie anchorage should be either a 135–degree standard hook or a 180–degree standard hook. (See Figure 16.4.): Figure 16.4Hooks for ColumnTies in SDC D-F 4db 4db 6db Minimum tie bar size = No. 3 Spacing of ties v8 in. 1805 bend plus 4db extension, but not less than 21/2 in. per MSJC Sec. 1.12.5 (a) andSec. 2108.9.2.8 Per MSJC Sec. 1.12.5(c) and Sec. 2108.9.2.8 1355 standard hook 1805 standard hook ghfhgfh For SI: 1 inch = 25.4 mm c. Minimum reinforcement requirements for special reinforced masonry shear walls. The following requirements should be satisfied. (ACI 530-13 , Section 7.3.2.6) (See Figure 16.2.): • The sum of the cross-sectional area of horizontal and vertical reinforcement should be at least 0.002Ag, and the minimum cross- sectional area in each direction should be not less than 0.0007Ag. • The maximum spacing of reinforcement should be 48 inches except for stack bond masonry. Page 12 of 17 • Reinforcement should be uniformly distributed. • Maximum spacing of reinforcement for walls with stack bond masonry should be 24 inches. • The maximum spacing of vertical and horizontal reinforcement in shear walls should be the smaller of one-third the length of the shear wall, one-third the height of the shear wall, or 48 inches. • The minimum cross-sectional area of vertical reinforcement in shear walls should be one-third of the required shear reinforcement. • Shear reinforcement in shear walls should be anchored around vertical reinforcing bars with a standard hook. Figure 16.2Minimum Shear Wall Reinforcement Requirements f (Section 2106.4.2.3) 40 db or 24 in. Provide dowels to match wall reinforcement Minimum reinforcement (each direction = 0.0007 x wall cross-sectional area and sum w 0.002 x wall cross-sectional area 4 ft max 4 ft max 1-No. 4 or equivalent within 8 in. of end of wall 1-No. 4 or equivalent within 16 in. of all sides of openings For SI: 1 inch = 25.4 mm 38. Working Stress Design—Reinforced Masonry a. Design loads for shear walls. (SDC D When calculating shear or diagonal tension stresses, shear walls that resist seismic forces in SDC D, E, or F should be designed to resist 1.5 times the forces required by Chapter 16. (TMS 402). PLUMBING AND MECHANICAL COMMENTS PLAN REVIEWER: Connor Reuss SET: I PLUMBING (2016 CALIFORNIA PLUMBING CODE) Page 13 of 17 1. 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. 2. 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. 3. 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. 4. 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 5. 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. 6. Please specify if the outdoor showers are covered by the overhead roof. If not, please specify how the shower will be protected from the impact of storm water. 7. Please show the location of the required mop/service sink per CPC Table 422.1. Make sure to specify it within the fixture schedule. 8. 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) 9. 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). MECHANICAL (2016 CALIFORNIA MECHANICAL CODE) 10. Please place the fireplace manufacture’s installation instructions within the plans. Page 14 of 17 11. Please specify within the mechanical schedule which exhaust fan will run continuously for the whole house ventilation. Both fans are shown to have switches. Please correct. 12. Detail the primary and secondary mechanical condensate waste design: Pipe sizing, required cleanout, routing, and termination areas. CMC 310.0 & CPC 814.0. 13. Please specify the manufacture, model, CFM and other necessary information regarding the residential hood. 14. A dryer vent detail was provided yet no dryer or washer is specified within the floor plans. Please address. 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. END OF REVIEW 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. 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  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 Ryan Murphy at EsGil. Thank you. Page 15 of 17 Page 16 of 17 City of La Quinta Fixture Count Plumbing 10 Water Service 10 Gas Pipe Outlets 50 Lavatory 10 Water Heater & Vent Bidet Lawn Sprinkler 1AVB/15 heads 50 Toilet Solenoid Valve Tub or Shower 10 Backflow Valve <2” 10 Sink (kitchen, bar, laundry) Backflow Valve >2” 10 Dishwasher 10 Spklr. System <50 heads Clothes Washer Spklr. System 51 – 100 heads Urinal Spklr. System >101 heads Floor Drain Septic System (tank & pit) Floor Sink Interceptor (grease, sand, oil) Drinking Fountain Building Sewer Commercial Sink Cesspool, Seepage Pit 50 Roof & Overflow Drain Electrical 3075 Sq. Ft. of House & Garage Temporary Power Pole Sq. Ft. of Apartments Additional Dist. Pole Sq. Ft. of Other Bldgs. Temporary Lighting System 15 Main Service <200 amps Outlet/Light – first 20 Main Service > 200 amps Outlet/Light – 21 & over Subpanel Electric Sign – 1 circuit Ceiling Fan Electric Sign – Add. Circuits 40 Exhaust Fan Bussway Footage Electric Range/Oven Motor – to 1 HP Hood/Fan/Light Combo. Motor – 2 to 10 HP 10 Clothes Washer Motor – 11 to 50 HP 10 Electric Clothes Dryer Motor – 101 and over 10 Dishwasher Trans/Gen – 2 to 10 KVA 10 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 40 Exhaust Fan Condenser Unit – 31-50 ton Oven/Range Boiler/Compressor – 31 to 50 HP 10 Dryer Vent Condenser Unit >50 ton Evaporative Cooler Boiler/Compressor >51 HP Evap. Cooler/Duct System Air Handling Unit <10M CFM Wall/Ceiling Heater Air Handling Unit >10M CFM FAU/Gravity Furnace <100 BTU Residential Incinerator 10 FAU/Gravity Furnace >100 BTU Commercial Incinerator 50 Condenser Unit to 3 ton Commercial Hood Type 1 or 2 Boiler/Compressor to 3 HP Comm. Hood Fire Spklr. System Condenser Unit - 3.5 to 15 ton 10 Solar Panel <4x10 Boiler/Comp. - 3.5 to 15 HP Solar Water Piping System Condenser Unit -16 to 30 ton Water Control Valve Boiler/Compressor -16 to 30 HP All Other Appliances Page 17 of 17 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:Golf Bungalows NRCC-PRF-01-E Page 1 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 2,012 ft2 11.Building Orientation (deg)(N) 0 deg 5.Total Unconditioned Floor Area 0 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 5 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 2.37 2.48 -0.11 -4.6% Space Cooling 154.49 96.88 57.61 37.3% Indoor Fans 31.20 3.80 27.40 87.8% Heat Rejection -------- Pumps & Misc.0.23 --0.23 -- Domestic Hot Water 17.42 14.88 2.54 14.6% Indoor Lighting -------- COMPLIANCE TOTAL 205.71 118.04 87.67 42.6% Receptacle 33.97 33.97 0.0 0.0% Process -------- Other Ltg 33.97 33.97 0.0 0.0% Process Motors -------- TOTAL 273.65 185.98 87.7 32.0% Project Name:Golf Bungalows NRCC-PRF-01-E Page 2 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highest to lowest TDV energy savings) 1st Space Cooling: Check envelope and mechanical Compliance Margin By Energy Component (from Table B column 4) Space Cooling Indoor Fans Domestic Hot Water Pumps & Misc. Heat Rejection Indoor Lighting Space Heating Penalty Energy Credit 2nd Indoor Fans: Check envelope and mechanical 3rd Domestic Hot Water: Check mechanical 4th Pumps & Misc.: Check mechanical 5th Heat Rejection: Check envelope and 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 Duct leakage verification has been selected. See Table P - System Distribution Summary F. ADDITIONAL REMARKS None Provided Project Name:Golf Bungalows NRCC-PRF-01-E Page 3 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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:Golf Bungalows NRCC-PRF-01-E Page 4 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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:Golf Bungalows NRCC-PRF-01-E Page 5 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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:Golf Bungalows NRCC-PRF-01-E Page 6 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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:Golf Bungalows NRCC-PRF-01-E Page 7 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 2,012 ft2 5.Number of Floors Above Grade 1 Confirmed 2.Total Unconditioned Floor Area 0 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 571 ft2 387 ft2 67.7% East Wall 847 ft2 179 ft2 21.1% South Wall 571 ft2 300 ft2 52.5% West Wall 847 ft2 223 ft2 26.3% Total 2,835 ft2 1,088 ft2 38.4% Roof 2,012 ft2 0 ft2 00.0% Project Name:Golf Bungalows NRCC-PRF-01-E Page 8 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 VerticalFenestration GlazedDoor N/A NFRC Rated Manufactured 480 0.42 0.32 0.50 N SH Glass VerticalFenestration FixedWindow N/A NFRC Rated Manufactured 590 0.42 0.32 0.50 N Door Glass VerticalFenestration GlazedDoor N/A NFRC Rated Manufactured 18 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 Wall5 ExteriorWall 2835 Wood 21 NA U-Factor: 0.069 N R-0 Wall15 InteriorWall 276 NA 0 NA U-Factor: 0.337 N Slab on Grade17 UndergroundFloor 2012 NA 0 NA F-Factor: 0.730 N R-38 Roof No Attic + Cool19 Roof 2012 Wood 38 NA U-Factor: 0.029 N 1 Status: N - New, A – Altered, E – Existing 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 + Cool19 5.778 0.41 0.92 Not Provided Yes CRRC Prod. ID: R-38 Roof No Attic + Cool Roof Project Name:Golf Bungalows NRCC-PRF-01-E Page 9 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 GR 111 SZHP (Split3Phase)Simple 1 41 No 0 17 SEER-16.00 / EER-13.00 HSPF-8.50 Yes N GR 101 SZHP (Split3Phase)Simple 1 41 No 0 17 SEER-16.00 / EER-13.00 HSPF-8.50 Yes N GR 121 SZHP (Split3Phase)Simple 1 41 No 0 17 SEER-16.00 / EER-13.00 HSPF-8.50 Yes N GR 131 SZHP (Split3Phase)Simple 1 41 No 0 17 SEER-16.00 / EER-13.00 HSPF-8.50 Yes N LR SZHP (Split3Phase)Simple 1 41 No 0 17 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 TWH1 Instantaneous 5 0 160 EF: 0.960 NA NA NA 0 (kW)NA N 1 Wet System Equipment includes boilers, chillers, cooling towers, water heaters, etc. 2 Status: N - New, A – Altered, E – Existing Discrepancy between modeled and designed equipment sizing?(if "Yes", see Table F. "Additional Remarks" for an explanation)No Project Name:Golf Bungalows NRCC-PRF-01-E Page 10 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 GR 111 30 800 0.010 0.010 0.04 ConstantVolume NA NA NA NA NA NA GR 101 30 800 0.010 0.010 0.04 ConstantVolume NA NA NA NA NA NA GR 121 30 800 0.010 0.010 0.04 ConstantVolume NA NA NA NA NA NA GR 131 30 800 0.010 0.010 0.04 ConstantVolume NA NA NA NA NA NA LR 90 800 0.010 0.010 0.04 ConstantVolume NA NA NA NA NA NA 1 Mechanical ventilation calculations and exhaust fans are included in the NRCC-PRF-MCH-DETAILS section O. EQUIPMENT CONTROLS § 120.2 This Section Does Not Apply 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 GR 111 SZHP No Yes 6.0 Conditioned N GR 101 SZHP No Yes 6.0 Conditioned N GR 121 SZHP No Yes 6.0 Conditioned N GR 131 SZHP No Yes 6.0 Conditioned N LR SZHP No Yes 6.0 Conditioned N 1 Status: N - New, E – Existing Does the Project Include Zonal Systems? (if "Yes", see NRCC-PRF-MCH-DETAILS for system information)Yes 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)Yes Project Name:Golf Bungalows NRCC-PRF-01-E Page 11 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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) Hotel/Motel Guest Room 2,012 0 0 0 Building Totals:2,012 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. 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 Project Name:Golf Bungalows NRCC-PRF-01-E Page 12 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 0.0 0.3 --2.7 ---- Space Cooling 10.1 6.3 3.8 ------ Indoor Fans 2.5 0.4 2.1 ------ Heat Rejection ------------ Pumps & Misc.0.0 ---------- Domestic Hot Water ------23.5 20.1 3.4 Indoor Lighting ------------ COMPLIANCE TOTAL 12.6 7.0 5.6 26.2 20.1 6.1 Receptacle 3.3 3.3 0.0 ------ Process ------------ Other Ltg 3.3 3.3 0.0 ------ Process Motors ------------ TOTAL 19.2 13.6 5.6 26.2 20.1 6.1 Project Name:Golf Bungalows NRCC-PRF-01-E Page 13 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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:Golf Bungalows NRCC-PRF-01-E Page 14 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 Wall5 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. R-0 Wall15 InteriorWall Stucco - 7/8 in. Vapor permeable felt - 1/8 in. Air - Cavity - Wall Roof Ceiling - 4 in. or more Gypsum Board - 1/2 in. Slab on Grade17 UndergroundFloor Slab Type = UnheatedSlabOnGrade Insulation Orientation = None Insulation R-Value = R0 R-38 Roof No Attic + Cool19 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. B. OVERHANG DETAILS (Adapted from NRCC-ENV-02-E) This Section Does Not Apply 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 Door11 WoodGreaterThanOrEqualTo1.75inThickDoor DefaultPerformance Swinging 125 0.500 N 1 Status: N - New, A – Altered, E – Existing Project Name:Golf Bungalows NRCC-PRF-01-E Page 15 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 l CONDITIONED 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-Guestroom 111 GR 111 NA NA 0.00 NA NA N GR 111 353 0.08 0.88 33.99 30 30 NA N NA 2-Guestroom 101 GR 101 NA NA 0.00 NA NA N GR 101 353 0.08 0.88 33.99 30 30 NA N NA 3-Guestroom 121 GR 121 NA NA 0.00 NA NA N GR 121 353 0.08 0.88 33.99 30 30 NA N NA 4-Guestroom 131 GR 131 NA NA 0.00 NA NA N GR 131 353 0.08 0.88 33.99 30 30 NA N NA 5-Living Room LR NA NA 0.00 NA NA N LR 600 0.15 1.50 60.00 90 90 NA N NA TOTAL 2,012 5.02 210 210 NA 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 GR 111 SZHP 1 41.00 17.00 No 1-Guestroom 111 800 NA NA 0.010 GR 101 SZHP 1 41.00 17.00 No 2-Guestroom 101 800 NA NA 0.010 GR 121 SZHP 1 41.00 17.00 No 3-Guestroom 121 800 NA NA 0.010 GR 131 SZHP 1 41.00 17.00 No 4-Guestroom 131 800 NA NA 0.010 LR SZHP 1 41.00 17.00 No 5-Living Room 800 NA NA 0.010 Project Name:Golf Bungalows NRCC-PRF-01-E Page 16 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 TWH1 Gas Instantaneous 5 0.00 160 EF: 0.960 NA NA NA Unconditioned E. MULTI-FAMILY CENTRAL DHW SYSTEM DETAILS § 110.3 Confirmed 1.2.3.4.5.6.7.8.9.10. Pa s s Fa i l System Name Number of Dwelling Units Served by System System Type Number of Water Heaters / System Multi-Family Distribution Type Solar Fraction (%) Recirculating Pump Number of Recirculation Loops Recirculation Loop Insulation Thickness Recirculation Loop Location Eff BHP MF0-TWH1 5 Standard 5 NA 0.00 NA NA NA NA NA F. SOLAR HOT WATER HEATING SUMMARY (Adapted from NRCC-STH-01) This Section Does Not Apply Project Name:Golf Bungalows NRCC-PRF-01-E Page 17 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 GR 111 1 X -------------------------------- GR 101 1 X -------------------------------- GR 121 1 X -------------------------------- GR 131 1 X -------------------------------- LR 1 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:Golf Bungalows NRCC-PRF-01-E Page 18 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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:Golf Bungalows NRCC-PRF-01-E Page 19 of 19 Project Address:79-179 Ahmanson Lane La Quinta 92253 Calculation Date/Time:16:52, Thu, Nov 21, 2019 Compliance Scope:NewComplete Input File Name:65198 Golf Villas.cibd16x CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2019-11-21 16:53:11 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 MASTER WATER SEWER AND FIRE EXHIBIT GOLF BUNGALOWS - SILVERROCK34200 Bob Hope Drive, Rancho Mirage, CA 92270 760.320.9811 msaconsultinginc.com MSA CONSULTING, INC. November 26, 2019 R:\2502\ACAD\Improvement Plans\Preliminary\2502 Master Water Sewer and Fire - G olf Bungalow.dwg, 12/6/2019 3:38:44 PM, mpompa, MSA Consulting, Inc.