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HomeMy WebLinkAbout2020-09-08 ARC Regular Meeting Agenda Packet CITY OF PALM DESERT ARCHITECTURAL REVIEW COMMISSION AGENDA SEPTEMBER 8, 2020 12:30 P.M. City of Palm Desert, California (ZOOM VIRTUAL MEETING) I. CALL TO ORDER II. ROLL CALL III. APPROVAL OF MINUTES: August 25, 2020 Note: In consideration of the current Coronavirus/COVID-19 Pandemic and pursuant to the Governor’s Executive Orders, Commissioners may participate via teleconference/Virtual Meeting. Any person wishing to discuss any item not otherwise on the agenda has the following options for public participation: Public comment may be received by email or voicemail from the time the agenda is posted up until one (1) hour prior to the posted time of meeting convening (12:30 p.m.). Emails received will be printed and distributed for the record prior to the meeting. If the sender so request they will be read into the record at the meeting not to exceed (3) minutes in length. Email: cityhall@cityofpalmdesert.org Voicemails will be forwarded to the Architectural Review Commissioners at or near the time they are received. If the sender so requests, they may also be saved and played at the appropriate point in the live meeting not to exceed three (3) minutes in length. Voicemail: 760-776-6409 Because the Brown Act does not allow the Architectural Review Commission to take action on items not on the Agenda, members may briefly respond or instead refer the matter to staff for report and recommendation at a future Architectural Review Commission meeting.. ARCHITECTURAL REVIEW COMMISSION AGENDA September 8, 2020 G:\Planning\Janine Judy\ARC\1Agendas\2020\200908ag.doc Page 2 of 3 V. CASES: A. Final Drawings 1. CASE NO: PP 18-0007 APPLICANT AND ADDRESS: GOODWAY DESIGN AND DRAFTING, Attn: Wendell W. Veith, 41-625 Eclectic Street, Suite M1, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve final construction drawings for Building 1; Poole Plaza. LOCATION: 75-051 Sego Lane ZONE: SI 2. CASE NO: MISC 18-0018 APPLICANT AND ADDRESS: AN OH, 73-444 Ironwood Street, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request for a material and height exception for two (2) existing wooden 5'-10" gates, setback 14'-6" from the face of curb. LOCATION: 73-444 Ironwood Street ZONE: R-1, 20,000 3. CASE NO: MISC 20-0017 APPLICANT AND ADDRESS: PREST VUKSIC GREENWOOD ARCHITECTS, 44-530 San Pablo Avenue, Suite 200, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a height exception for a new 17’-6” single-family residence. LOCATION: 73-355 Grapevine Street ZONE: R-1, 40,000 ARCHITECTURAL REVIEW COMMISSION AGENDA September 8, 2020 G:\Planning\Janine Judy\ARC\1Agendas\2020\200908ag.doc Page 3 of 3 4. CASE NO: MISC 20-0018 APPLICANT AND ADDRESS: Chick-fil-A, Inc., 15635 Alton Parkway, Suite 35, Irvine, CA 92618 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve an amendment to the Chick-fil-A restaurant located on Pad 4 of the Monterey Crossings center. Changes include site plan and landscape alterations to accommodate a two-lane drive- through. LOCATION: 73-070 Dinah Shore Drive ZONE: P.C.-3, Monterey Crossings Specific Plan B. Preliminary Plans None C. Miscellaneous Items Downtown Neighborhood Design VI. COMMENTS VII. ADJOURNMENT Reports and documents relating to each of the following items listed on the agenda are on file in the Office of the City Clerk and are available for public inspection during normal business hours, Monday – Friday, 8:00 a.m. – 5:00 p.m., 73510 Fred Waring Drive, Palm Desert, CA 92260, 760/346-0611. ************************************************************************************************************************************************************************* Declaration of Posting I, Janine Judy, Management Specialist I for the Department of Community Development of the City of Palm Desert, do hereby declare that the foregoing agenda for the ARCHITECTURAL REVIEW COMMISSION meeting of Tuesday, September 8, 2020 was posted on the bulletin board by the outside entry to the Council Chamber, 73-510 Fred Waring Drive, Palm Desert, on Friday, September 4, 2020. Date: September 4, 2020 Janine Judy Recording Secretary CITY OF PALM DESERT ARCHITECTURAL REVIEW COMMISSION MINUTES AUGUST 25, 2020 (VIRTUAL ZOOM MEETING) I. CALL TO ORDER The meeting was called to order at 12:30 p.m. II. ROLL CALL Commissioners Current Meeting Year to Date Present Absent Present Absent Chris Van Vliet, Chair X 10 2 Karel Lambell, Vice Chair X 11 1 Allan Levin X 12 Michael McAuliffe X 11 1 Jim McIntosh X 11 1 Jim Schmid X 11 1 John Vuksic X 11 1 Also Present Ryan Stendell, Director Community Development Eric Ceja, Principal Planner Kevin Swartz, Associate Planner Nick Melloni, Assistant Planner Russel Grance, Director Building & Safety Janine Judy, Recording Secretary Cancelled meeting: 12/24/19, 3/10/20, 3/24/20, 4/14/20, 8/11/20 III. ORAL COMMUNICATIONS None IV. APPROVAL OF MINUTES: July 28, 2020 Action: Commission Levin moved to approve the July 28, 2020 meeting minutes. Motion was seconded by Commissioner Lambell and carried by a 7-0 vote, with Lambell, Levin, McAuliffe, McIntosh Schmid, Van Vliet, and Vuksic voting YES. ARCHITECTURAL REVIEW COMMISSION MINUTES August 25, 2020 G:\Planning\Janine Judy\ARC\1Minutes\2020\200825min.docx Page 2 of 6 V. CASES: A. Final Drawings: 1. CASE NO: SARC 20-0006 APPLICANT AND ADDRESS: PC/APDG PALM DESERT, LLC 130 Newport Center Drive, Suite 220, Newport Beach, CA 92660 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request for a 6’ monument sign; Avenida. LOCATION: 40-445 Portola Avenue ZONE: PR-5, S.O. Mr. Nick Melloni, Assistant Planner, presented a request to construct a new monument sign for the Avenida active senior community. The sign will be located at the southwest corner of Via Tuscany and Portola Avenue, near the main entrance of the community. It is designed in a contemporary style incorporating the same finishes and materials used on the apartment buildings with stacked stone on a full block veneer and extensive plantings of desert native shrubs around the base. The sign will stand at a height of 5’ with a decorative end pillar extending up to a height of 6’. The Commission thought this sign was well thought out with good proportions and materials, as well as the lighting and style of lettering. They recommended approval. ACTION: Commissioner McIntosh moved to approve as presented. Motion was seconded by Commissioner McAuliffe and carried by a 7-0 vote, with Lambell, Levin, McAuliffe, McIntosh, Schmid, Van Vliet, and Vuksic voting YES. 2. CASE NO: MISC 18-0018 APPLICANT AND ADDRESS: AN OH, 73-444 Ironwood Street, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a request for a material and height exception for two existing wooden 5'- 10" gates, setback 14'-6" from the face of curb. LOCATION: 73-444 Ironwood Street ZONE: R-1, 20,000 ARCHITECTURAL REVIEW COMMISSION MINUTES August 25, 2020 G:\Planning\Janine Judy\ARC\1Minutes\2020\200825min.docx Page 3 of 6 Mr. Nick Melloni, Assistant Planner, reminded the Architectural Review Commission (ARC) that this item came before them twice before on October 23, 2018 and July 28, 2020, as a response to a code compliance case. The applicant is requesting a material and height exception for two (2) existing gates 5’-10” tall setback approximately 14’-6” from the face of curb and constructed from tubular steel and finished with stained wood. As recommended by the ARC at the previous meeting, the applicant has made some changes to their property to increase the compatibility of the fence and the home. They have changed the roofing material which has a more contemporary type of finish, repainted the home, and changed out the entry door. Staff is recommending approval of the proposed fence and granting the exception as proposed. The Commission’s primary concern is that over time with the heat and the intense sunlight the finish would fade over time. They suggested that staff draft a long-term maintenance agreement to include refinishing the fence every year, that the approval will run with the property, and this condition of approval will be enforced as long as the fence remains. ACTION: Commissioner Vuksic moved to continue Case No. MISC 18-0018 subject to: staff drafting a long-term maintenance agreement. Motion was seconded by Commissioner Lambell and carried by a 7-0 vote, with Lambell, Levin, McAuliffe, McIntosh, Schmid, Van Vliet, and Vuksic voting YES. B. Preliminary Plans: Commissioner Vuksic recused himself from this project and left the zoom meeting. 1. CASE NO: CUP 20-0007 APPLICANT AND ADDRESS: SMARTLINK, 2033 San Elija Avenue #600, Cardiff, CA 92007 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a design review to construct a new 65’ wireless telecommunication facility designed as a palm tree. LOCATION: 73-750 Dinah Shore Drive ZONE: S.I. Mr. Nick Melloni, Assistant Planner presented a request from AT&T Smartlink to construct a 65’ tall wireless telecommunications tower (WTF) camouflaged as a palm tree within an existing personal storage complex. The tower will feature twelve (12) panel antennas, and thirty-six (36) remote radio units mounted at a height of 56’ and screened by faux palm fronds, and two (2) circular microwave antennas mounted below the main arrays and fronds. The proposed WTF conforms with height and setback requirements but will require an exception for separation distance from an ARCHITECTURAL REVIEW COMMISSION MINUTES August 25, 2020 G:\Planning\Janine Judy\ARC\1Minutes\2020\200825min.docx Page 4 of 6 existing 65’ WTF located within a landscape planter at the eastern edge of the property, currently owned by Verizon Wireless, approximately 332’ to the south-east. The applicant has chosen a portion of the site that constrains the potential for live palm plantings as required by the code. Before the ARC considers granting an exception for this, staff recommends the Commission provide to the applicant a list of specific design comments regarding the tower placement and screening to conform with all city code requirements. Staff recommended a continuance. The Commission reviewed and discussed the area where the cell tower will be located on the eastern most edge of the property. They had concerns with the general design, as well as the lack of available space for a cluster of live palm trees because of encroachment issues into the drive aisle. The Commission discussed the poor condition of the existing cell tower and Mr. Eric Ceja, Principal Planner, stated that staff will review American Tower’s Conditional Use Permit regarding their maintenance agreement and follow-up. The Commission suggested that to avoid future maintenance issues with the proposed tower they asked staff to draft a long-term maintenance agreement to be enforced through the conditions of approval. ACTION: The Commission suggested that to avoid future maintenance issues with the proposed Commissioner Lambell moved to continue Case CUP 20-0007 subject to: 1) drafting a long-term landscape maintenance agreement; 2) re-designing the tower to better screen all antennas; 3) verify drive aisle clearance with Fire Marshall; and 4) re-design the tower to incorporate a cluster live palms around the tower. Motion was seconded by Chair Van Vliet and carried by a 6-0-1 vote, with Lambell, Levin, McAuliffe, McIntosh, Schmid, and Van Vliet voting YES and Vuksic abstaining. Commissioner Levin recused himself from this project and left the zoom meeting. 2. CASE NO: PP 19-0006 APPLICANT AND ADDRESS: KOLA OLATUNBOSUN, 73-360 Catalina Way, Palm Desert, CA 92260 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration to approve a design for a new single-story residential duplex. LOCATION: 73-721 San Nicholas Way ZONE: R-2 Mr. Nick Melloni, Assistant Planner, reminded the Commission that this case appeared before them on October 22, 2019 and May 26, 2020. The applicant is proposing to construct a 3,452-square-foot single-story ARCHITECTURAL REVIEW COMMISSION MINUTES August 25, 2020 G:\Planning\Janine Judy\ARC\1Minutes\2020\200825min.docx Page 5 of 6 residential duplex. The architecture is characterized by a complex roof structure at a maximum height of 19’-11” and exterior materials consisting of stucco siding and asphalt roof shingles. The front yard features landscaping and two (2) side-entry carport structures setback 16’ from the curb face; the reduced setback for the carport structure will require a setback reduction granted by the Architectural Review Commission (ARC) based on design merit. At the May 26, 2020 meeting, the ARC raised design comments on the roof form, as well as compatibility of the contemporary style carport with the traditional character of the main home. Since that meeting, the applicant has re-designed the roof by removing the large central gable that ran the length of the roof line. The new design features a complex roof shape consisting of multiple adjoining roof shapes. Minor changes to the front façade include an addition of a new window trim and relocation of the main entry to each unit to make it more compatible with the architecture of the primary home. The Commission reviewed and discussed the design changes to the roof. They were concerned with the design for the reason that along with the carport it looks like three separate projects. The larger roof in the back works but the transition between the front three roof elements to the rear is a bit abrupt and said this could be easily softened without redoing or restructuring to visually quiet down what is going on there. The Commission and the applicant discussed techniques to make this project appear as one single project. The Commission discussed the carport design and recommended that the applicant take a drive through the Palm Desert Country Club neighborhood to check out a variety of carport examples and how they are a direct extension of the homes themselves. The issue is not so much about the 16’ setback as it is about the quality of what they’re putting out in front to make that 16’ setback defensible. The Commission explained that it’s really about unifying the overall project. They believe that the applicant can unify this so that at the end of the day, they are ending up with the best project they can possibly have. ACTION: Commissioner Lambell moved to continue Case PP 19-0006 subject to: 1) submit a complete site plan that adequately shows all site details, including the location of trash bin storage areas, utilities and meter locations; 2) design the transition between the front and rear portions of the roof to better unify the two forms; 3) redesign the carport to appear more unified with the architectural character of the primary structure; and 4) unify all elements of the exterior elevations. Motion was seconded by Commissioner Schmid and carried by a 6-0-1 vote, with Lambell, McAuliffe, McIntosh, Schmid, Van Vliet, and Vuksic voting YES and Levin abstaining. ARCHITECTURAL REVIEW COMMISSION MINUTES August 25, 2020 G:\Planning\Janine Judy\ARC\1Minutes\2020\200825min.docx Page 6 of 6 C. Miscellaneous Items: None VI. COMMENTS Commission and staff discussed pool safety and a future study session/workshop to focus on the expectations for downtown infill developments. VII. ADJOURNMENT Commissioner Levin moved to adjourn the Architectural Review Commission meeting at 2:00 p.m. ERIC CEJA PRINCIPAL PLANNER SECRETARY JANINE JUDY RECORDING SECRETARY COVER SHEETA0NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.POOLE PLAZA LLC.PALM DESERT, CA. 92260N.T.SPALM DESERT, CAAN INDUSTRIAL BUILDINGAPN# 634-220-015BUILDING 11111175051 SEGO LANE2 A0.1NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.CALGREEN COMMERCIALCHAPTER 5NONRESIDENTIAL MANDATORY MEASURESSECTION 5.101 GENERAL5.101.1 ScopeDIVISION 5.1 PLANNING AND DESIGN2016 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (INCLUDING JANUARY 1, 2017 ERRATA)INSPECTORSIGNOFFSECTION 5.102 DEFINITIONS5.102.1 DEFINITIONS(and are included here for reference)CUTOFF LUMINAIRES. LOW-EMITTING AND FUEL EFFICIENT VEHICLES.NEIGHBORHOOD ELECTRIC VEHICLE (NEV).TENANT-OCCUPANTS.VANPOOL VEHICLE.Note:ZEV.SECTION 5.106 SITE DEVELOPMENT5.106.1 STORM WATER POLLUTION PREVENTION. 5.106.1.1 Local ordinance5.106.1.2 Best Management Practices (BMP).DIVISION 5.2 ENERGY EFFICIENCYSECTION 5.201 GENERAL5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATIONSECTION 5.301 GENERAL5.301.1 Scope. SECTION 5.302 DEFINITIONS5.302.1 Definitions. (and are included here forreference)EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. FOOTPRINT AREA [DSA-SS].METERING FAUCETGRAYWATER. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] POTABLE WATER. POTABLE WATER. [HCD]RECYCLED WATER. SUBMETER. WATER BUDGET. 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS.5.303.3.1 Water Closets.Note:5.303.3.2 Urinals.5.303.3.3 Showerheads.5.303.3.3.1 Single showerhead. 5.303.3.3.2 Multiple showerheads serving one shower.5.303.3.4 Faucets and fountains.5.303.3.4.1 Nonresidential Lavatory faucets. 5.303.3.4.2 Kitchen faucets. 5.303.3.4.3 Wash fountains. 5.303.3.4.4 Metering faucets. 5.303.3.4.5 Metering faucets for wash fountains. Note: 5.303.4 COMMERCIAL KITCHEN EQUIPMENT.5.303.4.1 Food Waste Disposers. Note:5.303.5 AREAS OF ADDITION OR ALTERATION. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS.California Plumbing CodeCalifornia Plumbing Code5.106.5.2.1 - Parking stall marking.Note:5.106.5.3 Electric vehicle (EV) charging. [N] Construction shall comply with Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of electric vehicle supply equipment (EVSE). When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Energy Commission (CEC) and as follows:5.106.5.3.1 Single charging space requirements. [N] When only a single charging space is required per Table 5.106.5.3.3, a raceway is required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:1. The type and location of the EVSE.2. A listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit.3. The raceway shall not be less than trade size 1."4. The raceway shall originate at a service panel or a subpanel serving the area, and shallterminate in close proximity to the proposed location of the charging equipment and listedsuitable cabinet, box, enclosure or equivalent.5. The service panel or subpanel shall have sufficient capacity to accommodate a minimum40-ampere dedicated branch circuit for the future installation of the EVSE.5.106.5.3.2 Multiple charging space requirements. [N] When multiple charging spaces are required per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time of constructionand shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:1. The type and location of the EVSE.2. The raceway(s) shall originate at a service panel or a subpanel(s) serving the area, andshall terminate in close proximity to the proposed location of the charging equipment andinto listed suitable cabinet(s), box(es), enclosure(s) or equivalent.3. Plan design shall be based upon 40-ampere minimum branch circuits.4. Electrical calculations shall substantiate the design of the electrical system, to include therating of equipment and any on-site distribution transformers and have sufficient capacityto simultaneously charge all required EVs at its full rated amperage.5. The service panel or subpanel(s) shall have sufficient capacity to accommodate therequired number of dedicated branch circuit(s) for the future installation of the EVSE.5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine ifsingle or multiple charging space requirements apply for the future installation of EVSE.Exceptions: On a case-by-case basis where the local enforcing agency has determined EV charging and infrastructure is not feasible based upon one or more of the following conditions:1. Where there is insufficient electrical supply.2. Where there is evidence suitable to the local enforcing agency substantiating thatadditional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of theproject.TOTAL NUMBER OF PARKING SPACESNUMBER OF REQUIRED SPACESINSPECTORSIGNOFFINSPECTORSIGNOFFINSPECTORSIGNOFFABBREVIATION DEFINITIONS:HCD Department of Housing and Community DevelopmentBSC California Building Standards CommissionDSA-SS Division of the State Architect, Structural SafetyOSHPD Office of Statewide Health Planning and DevelopmentLR Low RiseHR High RiseAA Additions and AlterationsNNew5.106.4.1.2 Long-term bicycle parking. For new buildings with 10 or more tenant-occupants or for additions or alterations that add 10 or more tenant-occupants or for additions or alterations that add 10 ormore tenant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicleparking spaces being added, with a minimum of one space. Acceptable parking facilities shall be convenient from the street and shall meet one of the following:1. Covered, lockable enclosures with permanently anchored racks for bicycles;2. Lockable bicycle rooms with permanently anchored racks; or3. Lockable, permanently anchored bicycle lockers.Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates.5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.25.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building.5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilitiesshall be convenient from the street or staff parking area and shall meet one of the following:1. Covered, lockable enclosures with permanently anchored racks for bicycles;2. Lockable bicycle rooms with permanently anchored racks; or3. Lockable, permanently anchored bicycle lockers.5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low-emitting,fuel-efficient and carpool/van pool vehicles as follows:5.106.4 BICYCLE PARKING. 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter.5.106.4.1.1 Short-term bicycle parking. If the project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack.Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.SECTION 5.303 INDOOR WATER USE5.303.1 METERS.5.303.1.1 Buildings in excess of 50,000 square feet.CHAPTER 3GREEN BUILDINGSECTION 301 GENERAL301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory inthe application checklists contained in this code. Voluntary green building measures are also included in theapplication checklists and may be included in the design and construction of structures covered by this code,but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feetor greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within theauthority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work.A code section will be designated by a banner to indicate where the code section only applies to newly constructed building [N] or to additions and alterations [A]. When the code section applies to both, no bannerwill be used.301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance.301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work.301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)301.5 HEALTH FACILITIES. (see GBSC)SECTION 302 MIXED OCCUPANCY BUILDINGS302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy.SECTION 303 PHASED PROJECTS303.1 Phased projects. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (ornewly constructed) shall apply.303.1.1 Tenant improvements. The provisions of this code shall apply only to the initial tenant or occupant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations.1. Calculation for spaces shall be rounded up to the nearest whole number.5.106.5.3.4 [N] Identification. The service panel or subpanel(s) circuit directory shall identify the reserved overcurrent protective device space(s) for future EV charging as "EV CAPABLE". The racewaytermination location shall be permanently and visibly marked as "EV CAPABLE".5.106.5.3.5 [N] Future charging spaces qualify as designated parking as described in Section 5.106.5.2Designated parking for clean air vehicles.Notes:1. The California Department of Transportation adopts and publishes the California Manual onUniform Traffic Control Devices (California MUTCD) to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signsand Pavement Markings can be found in the New Policies & Directives number 13-01. www.dot.ca.gov/hq/traffops/policy/13-01.pdf.2. See Vehicle Code Section 22511 for EV charging spaces signage in off-street parking facilities and for use of EV charging spaces.3. The Governor's Office of Planning and Research published a Zero-Emission Vehicle Community Readiness Guidebook which provides helpful information for local governments,residents and businesses. www.opr.ca.gov/docs/ZEV_Guidebook.pdf.TOTAL NUMBER OF PARKING SPACESNUMBER OF REQUIRED SPACES¹5.106.8 LIGHT POLLUTION REDUCTION. [N] Outdoor lighting systems shall be designed and installed to complywith the following:1. The minimum requirements in the California Energy Code for Lighting Zones 1-4 as defined in Chapter 10 ofthe California Administrative Code; and2. Backlight, Uplight and Glare (BUG) ratings as defined in IES TM-15-11; and3. Allowable BUG ratings not exceeding those shown in Table 5.106.8, or Comply with a local ordinancelawfully enacted pursuant to Section 101.7, whichever is more stringent.Exceptions: [N]Note: [N] 5.106.10 GRADING AND PAVING. Exception: ALLOWABLE RATINGLIGHTING ZONE1LIGHTING ZONE2LIGHTING ZONE3LIGHTING ZONE4MAXIMUM ALLOWABLEBACKLIGHT RATING 3MAXIMUM ALLOWABLEUPLIGHT RATINGMAXIMUM ALLOWABLE GLARERATING 5California Energy Code Callifornia AdministrativeCode.U5.303.1.2 Excess consumption. DIVISION 5.4MATERIAL CONSERVATION AND RESOURCEEFFICIENCYSECTION 5.401 GENERAL5.401.1 SCOPE. SECTION 5.402 DEFINITIONS5.402.1 DEFINITIONS. (and are included herefor reference)ADJUST.BALANCE.BUILDING COMMISSIONING.’ORGANIC WASTE.TEST.SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT5.407.1 WEATHER PROTECTION.’5.407.2 MOISTURE CONTROL.5.407.2.1 Sprinklers.5.407.2.2 Entries and openings5.407.2.2.1 Exterior door protection. 5.407.2.2.2 Flashing.SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL ANDRECYCLING5.408.1 CONSTRUCTION WASTE MANAGEMENT.5.408.1.1 Construction waste management plan.5.408.1.2 Waste Management Company.Exceptions to Sections 5.408.1.1 and 5.408.1.2:5.408.1.3 Waste stream reduction alternative.5.408.1.4 Documentation.Notes:5.408.2 UNIVERSAL WASTE. [A]Note5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. Exception:Notes:DIVISION 5.5 ENVIRONMENTAL QUALITYSECTION 5.501 GENERAL5.501.1 SCOPE. SECTION 5.502 DEFINITIONS5.502.1 DEFINITIONS. (and are included here forreference)ARTERIAL HIGHWAY. A-WEIGHTED SOUND LEVEL (dBA). 1 BTU/HOUR. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL).COMPOSITE WOOD PRODUCTS.“” ––Note:DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). DECIBEL (db). ELECTRIC VEHICLE (EV). California Electrical CodeELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). ENERGY EQUIVALENT (NOISE) LEVEL (Leq). EXPRESSWAY.FREEWAY. GLOBAL WARMING POTENTIAL (GWP). GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). HIGH-GWP REFRIGERANT. .LONG RADIUS ELBOW. LOW-GWP REFRIGERANT.MERV.–MAXIMUM INCREMENTAL REACTIVITY (MIR).PRODUCT-WEIGHTED MIR (PWMIR).PSIG. REACTIVE ORGANIC COMPOUND (ROC).SCHRADER ACCESS VALVES. SHORT RADIUS ELBOW. SUPERMARKET.VOC.Note:SECTION 5.503 FIREPLACES5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealedwoodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source PerformanceStandards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certifiedto meet the emission limits.SECTION 5.504 POLLUTANT CONTROL5.504.1 TEMPORARY VENTILATION.5.504.3 Covering of duct openings and protection of mechanical equipment during construction.5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] 5.410.2.2 Basis of Design (BOD). [N]5.410.2.3 Commissioning plan. [N]5.410.2.4 Functional performance testing. [N]INSPECTORSIGNOFFINSPECTORSIGNOFFINSPECTORSIGNOFFINSPECTORSIGNOFF5.410.2.6 Commissioning report. [N] 5.410.4 TESTING AND ADJUSTING.5.410.4.2 Systems.5.410.4.3 Procedures.5.410.4.3.1 HVAC balancing.5.410.4.4 Reporting.5.410.4.5 Operation and maintenance (O & M) manual.5.410.4.5.1 Inspections and reports.2016 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (INCLUDING JANUARY 1, 2017 ERRATA)SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS5.410.1 RECYCLING BY OCCUPANTS.Exception5.410.1.1 Additions.Exception5.410.1.2 Sample ordinance.Public Resources CodeNote:’5.410.2 COMMISSIONING. [N]’’’’Exceptions:Note: Informational Notes:California Energy Code5.410.2.5 Documentation and training. [N]California Code of Regulations5.410.2.5.1 Systems manual. [N]5.410.2.5.2 Systems operations training. [N]SECTION 5.304 OUTDOOR WATER USE5.304.1 SCOPE. The provisions of Section 5.304, Outdoor Water Use reference the mandatory Model WaterEfficiency Landscape Ordinance (MWELO) contained within Chapter 2.7, Division 2, Title 23, California Code ofRegulations.5.304.2 OUTDOOR WATER USE IN LANDSCAPE AREAS EQUAL TO OR GREATER THAN 500 SQUARE FEET.When water is used for outdoor irrigation for new construction projects with an aggregate landscape area equal to orgreater than 500 square feet requiring a building or landscape permit, plan check or design review, one of the followingshall apply:1. A local water efficient landscape ordinance that is, based on evidence in the record, at least as effective in conserving water as the updated model ordinance adopted by the Department of Water Resouces (DWR) per Government Code Section 65595(c).2. The California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations.5.304.3 OUTDOOR WATER USE IN REHABILITATED LANDSCAPE PROJECTS EQUAL TO OR GREATER THAN2,500 SQUARE FEET. Rehabilitated landscape project with an aggregate landscape area equal to or greater than2.500 square feet requiring a building or landscape permit, plan check, or design review shall comply with Section5.304.2, Item 1 or 2.5.304.4 OUTDOOR WATER USE IN LANDSCAPE AREAS OF 2,500 SQUARE FEET OR LESS. Any project withan aggregate area of 2,500 square feet of less may comply with the performance requirements of MWELO or conformto the prescriptive compliance measures contained in MWELO's Appendix D.5.304.5 GRAYWATER OR RAINWATER USE IN LANDSCAPE AREAS. For projects using treated or untreatedgraywater or rainwater captured on site, any lot or parcet within the project that has less than 2,500 square feet oflandscape and meets the lot or parcel's landscape water requirement (Estimate Total Water Use) entirely with treatedor untreated graywater or through stored rainwater captured on site is subject only to Appendix D Section (5).Notes:1. DWR's Model Water Efficient Landscape Ordinance, definitions and supporting documents are available at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/2. A water budget calculator is available at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/3. The MWELO prescriptive compliance measure Appendix D may be found at the following link: http://water.ca.gov/wateruseefficiency/landscapeordinance/ In addition, a copy of MWELO Appendix D may be found in Chapter 8 of this code.5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS [DSA-SS]. For public schools andcommunity colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with theCalifornia Department of Water Resoucres Model Water Efficient Landscape Ordinance (MWELO) commencing withSection 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspirationadjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of MWELO.5.304.6.1 Newly constructed landscapes. [DSA-SS] New construction projects with an aggregate landscape area equal to or greater than 500 square feet.5.304.6.2 Rehabilitated landscapes. [DSA-SS] Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet.5.304.3 IRRIGATION DESIGN.5.304.3.1 Irrigation controllers.’ Note:A0.2NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.CALGREEN COMMERCIAL 5.504.4.3 Paints and coatings.5.504.4.3.1 Aerosol Paints and coatings.California Code of Regulations5.504.4.4.1 Carpet cushion.5.504.4.4.2 Carpet adhesive.5.504.4.5 Composite wood products.5.504.4.5.3 Documentation.ARCHITECTURAL APPLICATIONSCURRENT VOC LIMITSPECIALTY APPLICATIONSSUBSTRATE SPECIFIC APPLICATIONSSEALANTSCURRENT VOC LIMITSEALANT PRIMERSCOATING CATEGORYCURRENT VOC LIMITSPECIALTY COATINGSPRODUCTCURRENT LIMITException:5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations.5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows.5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve.5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve.5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use.5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve capsshall be brass or steel and not plastic.5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps.Exception: Valves with seal caps that are not removed from the valve during stem operation.5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar andsalt shall have evaporator coils of corrosion-reistant material, such as stainless steel; or be coated to prevent corrosion from these substances.5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency.5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fittedwith a device tha indicates the level of refrigerant in the receiver.5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging.5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum.5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the samegauge.5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no morethan a +/- one pound pressure change from 300 psig, measured with the same gauge.5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes.5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30minutes.5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hourswith a maximum drift of 100 microns over a 24-hour period.CHAPTER 7INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS702 QUALIFICATIONS702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the properinstallation of HVAC systems including ducts and equipment by a nationally or regionally recognized training orcertification program. Uncertified persons may perform HVAC installations when under the direct supervision andresponsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.Examples of acceptable HVAC training and certification programs include but are not limited to the following:1. State certified apprenticeship programs.2. Public utility training programs.3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.4. Programs sponsored by manufacturing organizations.5. Other programs acceptable to the enforcing agency.702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or theresponsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection orother duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competenceto the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition toother certifications or qualifications acceptable to the enforcing agency, the following certifications or education may beconsidered by the enforcing agency when evaluating the qualifications of a special inspector:1. Certification by a national or regional green building program or standard publisher.2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors.3. Successful completion of a third party apprentice training program in the appropriate trade.4. Other programs acceptable to the enforcing agency.Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS).[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agentshall employ one or more special inspectors to provide inspection or other duties necessary to substantiatecompliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcingagency for the particular type of inspection or task to be performed. In addition, the special inspector shall have acertification from a recognized state, national or international association, as determined by the local agency. Thearea of certification shall be closely related to the primary job function, as determined by the local agency.Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code.703 VERIFICATIONS703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is notlimited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or othermethods acceptable to the enforcing agency which demonstrate substantial conformance. When specificdocumentation or special inspection is necessary to verify compliance, that method of compliance will be specified inthe appropriate section or identified applicable checklist.INSPECTORSIGNOFFINSPECTORSIGNOFFINSPECTORSIGNOFFINSPECTORSIGNOFF2016 CALIFORNIA GREEN BUILDING STANDARDS CODENONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (INCLUDING JANUARY 1, 2017 ERRATA)SECTION 5.505 INDOOR MOISTURE CONTROL5.505.1 INDOOR MOISTURE CONTROLCalifornia Building CodeSECTION 5.506 INDOOR AIR QUALITY5.506.1 OUTSIDE AIR DELIVERY.California Energy Code5.506.2 CARBON DIOXIDE (CO2) MONITORING.SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 ACOUSTICAL CONTROL.Exception:Exception: [DSA-SS]5.507.4.1 Exterior noise transmission, prescriptive method.Exceptions:5.507.4.1.1. Noise exposure where noise contours are not readily available.5.507.4.2 Performance Method.5.507.4.2.1 Site Features.5.507.4.2.2 Documentation of Compliance. 5.507.4.3 Interior sound transmission. Note:SECTION 5.508 OUTDOOR AIR QUALITY5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppressionequipment shall comply with Sections 5.508.1.1 and 5.508.1.2.5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do notcontain CFCs.5.508.1.2 Halons.5.508.2 Supermarket refrigerant leak reduction. 5.504.4.6 Resilient flooring systems.5.504.4.6.1 Verification of compliance.5.504.5.3 Filters.Exceptions:5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL.5.504.4.3.2 Verification.5.504.4.4 Carpet Systems.5.504.4 FINISH MATERIAL POLLUTANT CONTROL.5.504.4.1 Adhesives, sealants and caulks.California Code of RegulationsA0.3NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.CALGREEN COMMERCIAL PLANNING COMMISSION RESOLUTION NO. 2751 A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, APPROVING A PRECISE PLAN AND CONDITIONAL USE PERMIT TO CONSTRUCT A 26,666-SQUARE-FOOT BUSINESS PARK WITH UP TO 4,000 SQUARE FEET OF ANCILLARY RETAIL AND 2,666 SQUARE FEET OF ANCILLARY RESTAURANT USES ON A VACANT 2.24-ACRE PARCEL AT THE SOUTHWEST CORNER OF SEGO LANE AND GREEN WAY; AND ADOPTING A NOTICE OF EXEMPTION IN ACCORDANCE WITH THE CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA) CASE NOS: PP 18-00071CUP 19-0003 WHEREAS, the Planning Commission of the City of Palm Desert, California, did on the 191h day of February 2019, hold a duly noticed public hearing to consider the request by .lira Krick for approval of the above -noted; and WHEREAS, the Architectural Review Commission (ARC) of the City of Palm Desert, California, did on the 23,11 day of October 2018, hold a public hearing to consider the request by Jim Krick, and recommended approval of the above -noted project request, subject to minor architectural changes; and WHEREAS, the parcel is located in the Service Industrial (SI) zoning district which allows "ancillary commercial uses" as a permitted use, subject to the approval of a Conditional Use Permit (CUP); and WHEREAS, the proposed project conforms to the development standards and maximum building heights listed in the City's Zoning Ordinance for the SI zoning district; and WHEREAS, said application has complied with the requirements of the "City of Palm Desert Procedure for Implementation of the California Environmental Quality Act," Resolution No. 2015-75, in that the Director of Community Development has determined that the Project wit[ not have a negative impact on the environment and qualifies as a Class 32 Categorical Exemption for the purposes of CEQA; and WHEREAS, at the said public hearing, upon hearing and considering all testimony and arguments, if any, of all interested persons desiring to be heard, said Planning Commissicn did find the following facts and reasons to exist to justify the approval of said request: 1. That the proposed location of the conditional use is in accordance with the objectives of the Zoning Ordinance and the purpose of the district in which the site is located. The zoning designation for this property is Service Industrial (SI), which allows for the manufacture, distrih►►lion, and service of products intended for use within the City and adjacent communities. Ancillary commercial uses are permitted with a PLANNING COMMISSION RESOLUTION NO. 2751 9. All project irrigation systems shall function properly and landscaping shall be maintained in a healthy and thriving condition. The maintenance of landscaping and the irrigation system shall be permanently provided for all areas of the project site, as well as walkways and the portion of public right-of-way abutting the project site (parkways and medians). Furthermore, the plans shall identify responsibility for the continued maintenance (such as a homeowners' association, landscape maintenance district, property owner, etc.), 10, All exterior rooftop mechanical, heating and air conditioning equipment, and all appurtenances thereto, shall be completely screened from public view by parapet walls or roof screens that are architecturally treated to be consistent with the building. The final construction plans shall include appropriate drawings demonstrating how such equipment is to be screened from view. 11. All ground mounted utility structures including, but not limited to, transformers, HVAC equipment, and backflow prevention valves shall be located out of view from any public street or adequately screened through the use of landscaping and/or masonry walls. 12. Site lighting shall be reviewed and approved by the Department of Community Development and shall conform to the City's Outdoor Lighting Ordinance. 13. The Applicant shall submit a master sign program application to the City's Department of Community Development for approval prior to permit issuance of any building mounted or monument signs associated with the Project. 14. All parking spaces shall be clearly marked with white or yellow paint or other easily distinguished material. Except as required by State and ADA requirements, all markings shall be a minimum four -inch wide double ("hairpin" style) stripe designed to provide 18 Inches measured outside to outside in accordance with City Council Resolution 01-5. 15. The Applicant shall submit a final wall plan for staff review. The wall shall feature a decorative finish and massing variation on all portions visible from the public realm. 16. The project shall be limited to a maximum of 4,000 square feet of retail area. Retail uses shall be limited to bulky items, and/or other retail uses deemed appropriate by the Director of Community Development. Auto sales shall require a new Conditional Use Permit. 17. The project shall be limited to a maximum of 2,666 square feet of restaurant area. 18. All business operations within the center shall be fully located indoors. 19. All business operations shall comply with the City of Palm Desert's outdoor lighting and noise ordinances. 20. The Applicant or any successor in interest shall comply with all applicable local. state, and federal laws and regulations. 5 PLANNING COMMISSION RESOLUTION NO. 2751 conditional use permit to ensure land use compatibility and adequate parking exists to serve the commercial uses. The inclusion of retail on the subject property would enable the distribution of specialized and/or bulky goods, and further diversify available goods in the area while preserving the industrial character of the immediate area, 2. That the proposed location of the conditional use and the condition -under which it would be operated or maintained will not be detrimental to the public health, safety, or welfare, or be materially injurious to properties or improvements in the vicinity. The proposed ancillary commercial uses are located along a vehicular oriented arterial where retail and restaurants comingling with general industrial Uses exist, Based on the facility's industrial design characteristics and recommended conditi❑ns of approval, the proposed ancillary uses will not create a public nuisance in terms of parking shortages, noise or odor and will meet all applicable requirements of the building code. Therefore, the use will not be detrimental to general public health, safety or welfare, or be materially injurious to properties or improvements in the vicinity. 3. That the proposed conditional use will comply with each of the applicable provisions of this title, except for approved variances or adjustments. The proposed conditional uses will be located within a project that complies with all development standards of the Service Industrial zone and is consistent with the intent of the Zoning Ordinance. There are no associated variances or adjustments associated with the project proposal. 4. That the proposed conditional use complies with the goals, objectives, and policies of the City's general plan. The General Plan land use designation for the site is "Employment District. " The intent of the employment district is to provide a wide variety of office -intensive activity which include some manufacturing along with research and development opportunities. Allowed land uses include a wide variety of office and limited commercial activity along with multi -family dwellings organized along walkable streetscapes. Uses would include professional and medical office, and traditional business parks. The proposed project includes bulky retail sales and restaurant uses, both of which are compatible with the intent of the Employment District. The proposed project supports General Plan Land Use Element Policy 5.3 - Diverse Centers, This p❑licy encourages the development of local centers that address different community needs and market sectors. Additionally, allowing a restaurant close proximity to nearby employment centers will provide a necessary day -time service to workers in the area. The proposed project supports General Plan Land Use Element Policy 9.3 - Diverse tax base. This policy recommends development and public P: PLANNING COMMISSION RESOLUTION NO. 2751 21. A copy of the herein -listed conditions of approval shall be included in the -construction documentation package for the project, which shall be continuously maintained on site during project construction. Department of Public Works: 22. The Applicant shall submit a grading plan to the Department of Public Works for review and approval. Any changes to the approved civil plans must be reviewed for approval prior to work commencing. 23. The Applicant shall submit a PM 10 application for approval. The Applicant shall comply with all provisions of the Palm Desert Municipal Code (PDMC) Section 24.12 regarding Fugitive Dust Control. 24. The applicant shall abide by all provisions of City of Palm Desert Ordinance 843, Section 24.20 Stormwater Management and Discharge Ordinance. 25. The Applicant shall pay the appropriate signalization fee in accordance with the City of Palm Desert Resolution Nos. 79-17 and 79-55 and drainage fee in accordance with Section 26.49 of PDMC and Palm Desert Ordinance No. 653. 26. The Applicant shall submit a final Water Quality Management Plan (WQMP) for approval. The WQMP shall identify the Best Management Practices (BMPs) that will be used on the site to control predictable pollutant runoff. Prior to the issuance of a grading permit, tho Operation and Maintonance Section of the approved final WQMP shall be recorded with County's Recorder Office and a conformed copy shall be provided to the Public Works Department. 27, Provide the City Engineer with evidence that a Notice of Intent (NOI) has been filed with the State Water Resources Control Board. Such evidence shall consist of a copy of the NOI stamped by the State Water Resources Control Board or the Regional Water Quality Control Board, or a letter from either agency stating that the NOI has been filed. 28_ The Applicant shall enter into an agreement and post security, in a form and Arnount acceptable to the City Engineer, guaranteeing the construction of all off -site improvements. Improvements shall include, but are not limited to: A. The construction of an ADA sidewalk along the frontage of Sego Lane and Greenway. 29. The Applicant shall provide easements for pedestrian access at driveways las_ necessary. M 1 1 1 1 1 PLANNING COMMISSION RESOLUTION NO. 2751 investments to maintain a fiscally sound city with a sustainable tax base. Diversity of land uses and businesses help sustain a sound tax base for the City. NOW, THEREFORE, BE IT RESOLVED BY THE PLANNING COMMISSION OF THE CITY OF PALM DESERT, CALIFORNIA, AS FOLLOWS: 1 _ That the above recitations are true and correct and constitute the findings of the Planning Commission in this case. 2. That the Planning Commission does hereby approve Precise Plan 18-0007 and Conditional Use Permit 19-0003, subject to the conditions of approval (attached). PASSED, APPROVED, AND ADOPTED by the Planning Commission of the City of Palm Desert, California, at its regular meeting held on the 191h day of February 2019, by the following vote, to wit - AYES: DE LUNA, GREENWOOD, GREGORY, and HOLT NOES: NONE ABSENT: PRADETTO ABSTAIN: NONE ATTEST_ RYAN STENDELL, SECRETARY PALM DESERT PLANNING COMMISSION 3 RON.GREGORY, CHAIR �j PLANNING COMMISSION RESOLUTION NO. 2751 Department of Building and Safety: 30. This project shall comply with the latest adopted editions of the following codes: A. 2016 California Building Code and its appendices and standards. B. 2016 California Plumbing Code and its appendices and standards. C. 2016 California Mechanical Code and its appendices and standards. D. 2016 California Electrical Code. L 2016 California Energy Code. F. 2016 California Green Building Standards Code G. 2016 California Administrative Code. H. 2016 California Fire Code and its appendices and standards. 31. An approved automatic fire sprinkler system shall be installed as required per the City of Palm Desert Code Adoption Ordinance 1310. 32. A disabled access overlay of the precise grading plan is required to be submitted to the Department of Building and Safety for plan review of the site accessibility requirements as per 2016 CBC Chapters 11A & B (as applicable) and Chapter 10. 33. All exits must provide an accessible path of travel to the public way. (CBC 1027.5 & 11 B- 206) 34. Detectable warnings shall be provided where required per CBC 11 B-705.1,2.5 and 1 1 B- 705A .2.2. The designer is also required to meet all ADA requirements. Where an ADA requirement is more restrictive than the State of California, the ADA requirement shall supersede the State requirement, 35. Provide an accessible path of travel to the trash enclosure. The trash enclosure is required to be accessible. Please obtain a trash enclosure detail from the Department of Building and Safety. 36, Public pools and spas must be first approved by the Riverside County Dept. of Environmental Health and then submitted to Dept. of Building and Safety. Pools and Spas for public use are required to be accessible. 37. All contractors and subcontractors shall have a current City of Palm Desert Business License priorito permit issuance per Palm Desert Municipal Code, Title 5. 39. All contractors and/or owner -builders must submit a valid Certificate af' Workers' Compensation Insurance coverage prior to the issuance of a building permit per California Labor Code, Section 3700. 39. Address numerals shall comply with Palm Desert Ordinance No. 1310 (PDMC 15.28. Compliance with Ordinance 1310 regarding street address location, dimension, a stroke of line, distance from the street, height from grade, height from the street, etc. shall be shown on all architectural building elevations in detail. Any possible obstructions, shadows, lighting, landscaping, backgrounds or other reasons that may render the 7 PLANNING COMMISSION RESOLUTION NO. 2751 CONDITIONS OF APPROVAL CASE NOS. PP 18-0007 & CUP 19-0003 Department of Communitv Development: 1. The Project site shall be developed and maintained in conformance with the approved plans on file with the Department of Community Development, except as modified by conditions herein. 2. All construction documentation shall be coordinated for consistency, including, but not limited to, architectural, structural, mechanical, electrical, plumbing, landscape and irrigation, grading, and street improvement plans. All such plans shall be consistent with the approved entitlement plans on file with the Department of Community Development. 3. Construction of said project shall commence within two years from the date of final approval unless an extension of time is granted; otherwise, said approval shall become null, void, and of no effect whatsoever, 4. Any proposed modifications to this Precise Plan and or Conditional Use Permit shall require an amendment to the application, which will result in a new public hearing. 5. Prior to issuance of a building permit for construction of any use contemplated by this approval, the applicant shall first obtain permits and/or clearance from the following agencies: Building &. Safety Department City Fire Marshal Public Works Department Coachella Valley Water District Riverside County Airport Land Use Commission 6. The Applicant shall agree to defend, indemnify, and hold harmless the City of Palm Desert or its agents, officers, and employees from any claim, action or proceeding against the City of Palm Desert or its agents, officers or employees, to attack, set aside, void, or annul, any approval of the City of Palm Desert, whether by its City Council, Planning Commission, or other authorized board or officer of the City. 7. This Project is subject to payment of the City's Public Art fee. The fee will be applied at the time of a building permit issuance and shall remain in the City's public art fund. 8. Final landscape and irrigation documents shall be prepared by a Landscape Architect registered with the State of California and shall be submitted to the City's Department of Community Development and the Coachella Valley Water District for review and approval. All sheets shall be wet signed by the Landscape Architect and shall include the license number and the expiration date, The landscape plan shall conform to the preliminary landscape plans prepared as part of this application, and shall include dense plantings of landscape material. All plants shall be a minimum of five gallons m size and all trees shall be a minimum 24-inch box in size. 4 PLANNING COMMISSION RESOLUTION NO. 2751 bulidiing address unreadable shall be addressed during the plan review process. You may request a copy of Ordinance 1310 or Municipal Code Section 15.28 from the Department of Building and Safety counter staff. 40. Please contact the Department of Building and Safety at (760) 776-6420 regarding the addressing of all buildings and/or suites. Fire Department: 41, The project may have a cumulative adverse impact on the Fire Department's ability to provide an acceptable level of service. These impacts include an increased number of emergency and public service calls due to the increased presence of structures, traffic, and population. The project proponents/developers will be expected to provide for proportional mitigation to these impacts via capital improvements and/or impact.fees. 42_ Fire Department emergency Vehicle apparatus access road locations and design shall be in accordance with the California Fire Code, City of Palm Desert Municipal Code, and Riverside County Fire Department Standards. Plans must be submitted to the Fire Department for review and approval prior to building permit issuance. 43. Fire Department water system(s) for fire protection shall be in accordance with the California Fire Code, PDMC, and Riverside County Fire Department Standards. Plans must be submitted to the Fire Department for review and approval prior to building permit issuance. END OF CONDITIONS 8 f.l 1 1 1 1 1 A I pod /%/a Design and Drafting 42-280 BEACON HILL, SUITE ❑-10 PALM DESERT. CA 92211 Ramon Gutierrez (760)485-7003 I ramongwd@gmail.com Adolfo Gutierrez (760)898-8210 i adolfogwd@gmail.com WENDELL W. VEITH A R C H I T E C T 3. 07/12/20 BLDG. DEPT. CORR. 2. 05/22/20 BLDG. DEPT. CORR. 1. 07/22/19 FIRE /BLDG. DEPT. CORR. NO. DATE REVISIONS PROJECT: AN INDUSTRIAL BUILDING FOR: POOLE PLAZA LLC. TITLE 75051 SEGO LN. PALM DESERT. CA. 92211 CONDITIONNS OF APPROVAL DATE J U N E 2020 DRN. BY A.G. SCALE AS NOTED APPROVE �N4. C5297y -4 N R[N. 113021 C 7. Z� A0A 0F: A0.5NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.NON RESIDENTIALMANDATORY MEASURES1A1Long termbycicle parkingwill be atwarehouseA1A1,E1E1-E4,E7, E81-5CIVILPLANSELEC.PLANSN/AN/AA0.1-A0.3A0.1,A0.2A0.1,A0.2P1A0.2A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.3A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.2A0.3A0.3A0.3A0.3Sheets33-35 ofWQMPreportA0.1A0.1A0.1A0.1A0.12222222 A0.6NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.FORMS AND REPORTS1NOTE:NOT A COMPLETE SOILS REPORT(SOIL REPORT) A0.7NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.FORMS AND REPORTS1(ON-SITE STORM WATER) NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTILE IRON NYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYSNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTION DUCTIL E IR ONNYLOPLA S TDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLOP L A S T DUCTIL E I R O N NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS DO NO T P O LL UT E D RA I NS TO W A TE RW AY S NYLOPL A ST DUCTI L E I RO N DO NOT PO L LU T E DR A IN S T O W AT ER WA Y S NYLOP L AS T DUCTI L E I RON DO NOT PO L LU T E DR A IN S T O W AT ER WA Y S NYLOP L AS T DUCTI L E I RO N NYLOPL ASTDO NOT PO LLUT EDRAINS TO WA TERWAYS FLOW D I RE CT I ON DUCTILE IRONNYLOPLAST DO NOT P OL L UT E D RA I NS TO WA T ER WA Y S ELECTRICVEHICLEELECTRICVEHICLECLEAN AIRVEHICLECLEAN AIRVEHICLESITE PLANSCALE: 1"= 20'-0"ELECTRICVEHICLE ELECTRICVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLEELECTRICVEHICLE SITE PLAN & NOTESA1NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.SITEVICINITY MAP(N)1-1/2"SERVICEPRESSUREREGULATOR (N)2"SERVICE(N)1" WATERMETER(N)1" WATERMETER(LANDSCAPE)(N)2" WATERMETER10AA1.3SD710SD710SD710SD715SD715SD715SD715SD715SD715SD7A1.2BA1.3CA1.31FA1.22A1.29A1.12A1.12A1.12A1.12A1.12A1.12A1.1UNDERGROUNDDRAINAGE PIPE.SEE CIVIL PLANSUNDERGROUNDDRAINAGE PIPE.SEE CIVIL PLANS2A1.13A1.13A1.13A1.13A1.13A1.13A1.13A1.13A1.13A1.13A1.13A1.13A1.15A1.15A1.15A1.15A1.15A1.14A1.14A1.1UNDERGROUNDDRAINAGE PIPE.SEE CIVIL PLANSUNDERGROUNDDRAINAGE PIPE.SEE CIVIL PLANSUNDERGROUNDDRAINAGE PIPE.SEE CIVIL PLANSUNDERGROUNDDRAINAGE PIPE.SEE CIVIL PLANSBUILDING 16"SWR6"SWR6"SWR6"SWR NOTE:KNOX BOX SERIES 3200MOUNTED @ 6' ABOVEFINISH GRADE .1111CLEAN AIRVEHICLE 111112222ACCESS ROUTE222223PAD MOUNTED UTILITYTRANSFORMER PER UTILITYCOMPANY REQUIREMENTSPROPOSED LOCATION.SECONDARY CONDUIT PER UTILITYCOMPANY REQUIREMENTS,PROPOSED ROUTE(N)F1RE HYDRANTPAD MOUNTED UTILITYTRANSFORMER PER UTILITYCOMPANY REQUIREMENTSPROPOSED LOCATION.DOUBLE DETECTORCHECK ASSEMBLY6"SWR 6"SWR 6"SWR 6"SWRADA PATH OFACCESSIBILITY333 A1.1 SITE PLAN DETAILS12345869EXPANSION JOINT DETAILCONCRETE WALKWAY DETAILCONCRETE CURB DETAILEDGE OF CONC. @ APRON DETAILCONCRETE WALKWAY @ CURB DETAILEDGE OF SIDEWALK DETAIL0.2" HT.AAPARKING SPACE/SITE SIGNAGE DETAILSACCESSIBLE PARKING STALL @ BUILDING 1NO PARKINGTYPICAL "HAIRPIN STYLE"PARKING LOT STRIPING7NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.JAMB DETAIL 'A'JAMB DETAIL 'B'GATE DETAIL 'C'WALL DETAIL 'D'FRONT ELEVATIONA--B--A--D--C--4--2% SLOPE 2% SLOPE B--A--A--TRASH ENCLOSURE DETAILS A1.2 SITE PLAN DETAILS2ACCESSIBLE PARKING STALL @ BUILDING 1NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.2% SLOPE 2% SLOPE 3 A1.3CARPORT DETAILSSCALE: 1/8"= 1'-0"NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.CARPORT DETAILS3333 DIMENSION FLOOR PLANBUILDING 128'-0"186'-0"26'-0"26'-0"26'-0"26'-0"26'-0"28'-0"5'-4"12'-0"5'-4"3'-4"2'-0"2'-0"12'-0"6'-0"3'-4"2'-8"2'-8"12'-0"5'-4"3'-4"2'-8"2'-8"3'-4"6'-0"12'-0"2'-0"2'-8"12'-0"6'-0"3'-4"2'-0"2'-0"3'-4"6'-8"12'-0"2'-0"3'-4"14'-0"4'-0"3'-4"3'-4"14'-0"14'-0"11'-1012"14'-112"14'-112"11'-1012"11'-1012"14'-112"14'-112"11'-1012"11'-1012"14'-112"13'-712"14'-412"24'-8"3'-4"13'-8"6'-0"5'-0"60'-0"3'-0"8'-0"3'-0"1'-0"4'-1012"3'-0"6'-112"6'-112"3'-0"2'-9"7'-1012"5'-9"10"2'-10"8'-0"3'-312"8'-0"3'-3"1012"2'-1012"2'-9"3'-0"6'-112"6'-112"3'-0"2'-9"2'-1012"8'-0"3'-3"3'-3"8'-0"2'-1012"2'-9"3'-0"6'-112"6'-112"3'-0"2'-9"1'-0"2'-0"5'-9"5'-9"1012"5'-9"5'-9"3'-0"8'-0"3'-112"2'-712"8'-0"3'-0"1'-0"4'-1012"3'-0"6'-6"2'-0" 2'-0" 2'-0" 2'-0" 4'-0" 2'-0" 33'-6"2'-10"12'-8"4'-4"6'-0"2'-8" 62'-0" 10'-9" 3'-0" 14'-3"28'-312"26'-0"26'-0"26'-0"26'-0"26'-0"7'-10"27'-812"5'-0"3'-7"5"8'-6" 8'-6"6'-0"13'-4"5'-412"6'-0"13'-10"3'-4"7"5'-412"3'-9"4'-0"4'-1"6'-912"3'-4"9'-0"3'-9"7'-10"7'-10"7"3'-9"13'-10"7"6'-0"3'-9"3'-4"3'-4"6'-0"3'-9"13'-10"3'-9"10'-9" 8'-6"7'-10"7'-10"7"14'-812"13'-1"9'-0"9'-0"13'-1"13'-1"3'-4"9'-0"9'-0"3'-4"13'-1"13'-1"9'-0"3'-4"3'-9"13'-10"13'-10"3'-9"5'-1012"13'-3"7"7'-10"7'-10"7"3'-9"6'-0"6'-0"3'-9"6'-0"BLDG. 1 DIMENSION FLOOR PLANSCALE: 1/8"= 1'-0"ABCDEFGH321123186'-0"ABCDEFGH4'-0"4'-3"10'-9" 14'-3" 12'-2 12" 14'-3" 12'-2 1 2" 12'-2 1 2" 35'-8"51243WAREHOUSE G51243WAREHOUSE F51243WAREHOUSE E51243WAREHOUSE D51243WAREHOUSE C51243WAREHOUSE B51243WAREHOUSE AA2ACCESSIBILITY NOTES10'-9" 14'-3" 10'-9" 10'-9" 14'-3" 10'-9" 14'-3" 3'-0"9"3'-0"9"2'-0"9"2'-0"2'-0"2'-0"2'-0"9" 3'-0"9"3'-0"9"2'-0"3'-0"9"3'-0"9"2'-0"2'-0"2'-0"3'-7"8'-6"3'-4"3'-4"3'-4"3'-4"3'-4"3'-4"7'-8"1NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.5'-012"STRUCTURAL SHEAR WALL WALL LEGENDALUMINUM STOREFRONT WINDOWINTERIOR WALL. 3-5/8" 25 GA. METALSTUD @ 16"O.C. WITH 5/8" DRYWALLBOTH SIDES. SEE DETAIL 9 SHEET D2INTERIOR DEMISING WALL 1 HOURFIRE RATED UP TO ROOF. 6" 20 GA.METAL STUD @ 16" O.C. WITH 5/8"FIRE RATED DRYWALL BOTH SIDESAND R-19 FIBERGLASS BATTINSULATION. SEE DETAIL 5 D22X8 STUD WALLS @24"O.C. WITH 7/8"PLASTER ON EXTERIOR AND R-21FIBERGLASS BATT INSULATIONW/5/8" FIRE RATED GYPSUMBOARDINTERIOR WALL. 6" 25 GA. METALSTUD @ 16"O.C. WITH 5/8" DRYWALLBOTH SIDES. SEE DETAIL 9 SHEET D214'-11"13'-7"3'-4"4'-0" BLDG. 1 NOTATED FLOOR PLANSCALE: 1/8"= 1'-0"ABCDEFGH321123ABCDEFGH13C E I L I N G S373635121110B A S E / W A I N S C O TT284327262521W A L L SF L O O RNUMBERITEMNUMBERREVISIONSITEM MATERIALS LEGENDREVISIONSCOMMERCIAL CARPET5/8" WATER RESISTANT GYPSUM BOARD5/8" FIRE RATED GYPSUM BOARDALUMINUM STOREFRONT WINDOWOPEN TO ROOF4" VINYL COVE BASE48" FRP PANEL658929303233345/8" FIRE RATED GYPSUM BOARD2' X 2' FIRE RATED ACOUSTIC TILESEALED CONCRETESHEET VINYL51243WAREHOUSE G51243WAREHOUSE F51243WAREHOUSE E51243WAREHOUSE D51243WAREHOUSE C51243WAREHOUSE B51243WAREHOUSE A81SOUTH 1WEST CEILING REMARKS ROOM FINISH SCHEDULEFINISH HT. MATERIAL EAST NORTH WAINSCOT BASE FLOOR ROOM NUMBERREVISIONS WALLSROOM TITLE234SUITE A ROOM NAMES--OPEN339'-0"25226 26 26 2625258'-0"2525252526322526SUITE B ROOM NAMES12345SUITE C ROOM NAMES123SUITE D ROOM NAMES123452 3 4533331111111111122888882526 26 26252525252525125 2526 26 26--9--------------------------49'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"9'-0"8'-0"8'-0"OPENOPEN5261225--9'-0"8'-0"8888258882626262525 25RECEPTION BOFFICE BUNISEX RESTROOM BWORK AREA BWAREHOUSE BRECEPTION AOFFICE AUNISEX RESTROOM AWORK AREA AWAREHOUSE ARECEPTION COFFICE CUNISEX RESTROOM CWORK AREA CWAREHOUSE CRECEPTION DOFFICE DUNISEX RESTROOM DWORK AREA DWAREHOUSE D252525252733333425252533329252725273333342525OPEN333292527273333348889333233333425252527252525272525 28282825--25 28 2525 28 252525NOTATED FLOOR PLANBUILDING 1A2.1OFFICE A11243RECEPTION A2124331243WORK AREA A41243OFFICE B11243RECEPTION B21243WORK AREA B41243WORK AREA C41243WORK AREA D41243WORK AREA E41243WORK AREA F41243WORK AREA G41243OFFICE C11243OFFICE D11243OFFICE E11243OFFICE F11243OFFICE G11243RECEPTION C21243RECEPTION D21243RECEPTION E21243RECEPTION F21243RECEPTION G2124331243SUITE E ROOM NAMES61243 ELECT. ROOMRECEPTION EOFFICE EUNISEX RESTROOM EWORK AREA EWAREHOUSE E12345SUITE F ROOM NAMESRECEPTION FOFFICE FUNISEX RESTROOM FWORK AREA FWAREHOUSE F12345SUITE G ROOM NAMESRECEPTION GOFFICE GUNISEX RESTROOM GWORK AREA GWAREHOUSE G123456334ELECTRICAL ROOM--OPEN25256334FIRE RISER ROOM--OPEN2525 25272527CONCRETE TILT UP25252525252531 825251------9'-0"9'-0"261225--9'-0"8'-0"8882626262525 252525OPEN3332925272733333425 28 2525252531 825251------9'-0"9'-0"261225--9'-0"8'-0"8882626262525 252525OPEN3332925272733333425 28 2525252531 825251------9'-0"9'-0"261225--9'-0"8'-0"8882626262525 252525OPEN3332925272733333425 28 252525252728----------------7'-0"1 3/4"3'-0"ASLOW-ETEMPERED GLASSTGWOOD DOOR FRAMEWDCLEAR DUAL GLASSPRE-FINISHEDALUMINUM STOREFRONTDGPFASPAINTHOLLOW METALPHMSOLID CORESC DOOR TYPESAJOB SITE BEFORE ORDERING OR MANUFACTURINGVERIFY ALL DOOR & WINDOW DIMENSIONS ONNOTE :321 REMARKSDOOR SCHEDULEHARDWARE NO. WEATHERSTRIP THRESHOLD SILL JAMB HEAD FINISH MATERIAL FINISH MATERIAL HEIGHT WIDTH THICKNESS TYPE ROOM NUMBER DOOR NUMBER REVISIONS FRAME DETAILSDOOR OPENINGAFF FFFACTORY FINISHFFSTAINSHEIGHT WIDTHVINYLVPLASTIC LAMINATEL ALUMINUMSTOREFRONT DOORCLEAR DUALGLAZED LOW-EW/FALCON DOORHARDWAREBHEIGHT WIDTH ALUMINUM STOREFRONT DOOR W/ TRANSOM PANEL FLUSH PANELLAMINATESOLID CORE DOORW/WESTERNINTEGRATED FRAME &FALCON DOORHARDWARECD4--AS7'-0"1 3/4"3'-0"BSCW17'-0"1 3/4"3'-0"------ METALM FLUSH PANEL LAMINATE SOLID CORE DOOR & FALCON HARDWARE. NO HEIGHT WIDTH OVERHEADMETAL DOORHEIGHT WIDTHC12'-0"MDP P OVERHEAD METAL DOOR & HARDWAREHM--14'-0"5FHOLLOW METAL "MAN" DOORW/POLYSTYRENECORE AND 16 GA.METAL FRAMEW/FALCON DOORHARDWAREHEIGHT WIDTH FLUSH PANELLAMINATESOLID CORE DOORW/ HANDICAP UNISEXLABELS ON DOORW/WESTERNINTEGRATED FRAME &FALCON DOORHARDWARE7'-0"1 3/4"3'-0"HM P P METAL HOLLOW CORE DOOR W/PANIC HARDWAREHM FLUSH PANEL LAMINATE SOLID CORE DOOR WITH ADA SIGNAGE TEMPERED GLASSTGSOLAR BRONZE DUAL GLASS LOW-EALUMINUM STOREFRONTDGAS WINDOW TYPES2JOB SITE BEFORE ORDERING OR MANUFACTURINGVERIFY ALL DOOR & WINDOW DIMENSIONS ONNOTE :CBA REMARKSWINDOW SCHEDULEJAMB HEAD FINISH MATERIAL HEIGHT WIDTH TYPE ROOM NUMBER NUMBER REVISIONS FRAME DETAILSWINDOWFFFACTORY FINISHFF1 ALUMINUM STOREFRONT WITH FIXED SOLAR BRONZE TEMPERED GLASSAS12SILL JAMB SCREEN GLASS ----HEIGHT WIDTH6'-0"8'-0"FFAS4'-10"--FFASHEIGHT WIDTH2LOW "E" DUAL GLAZELOW "E" DUAL GLAZE--DGSOLAR BRONZE TEMPERED GLASSSOLAR BRONZE TEMPERED GLASSTRANSOMPANELRESTROOMALUMINUM STOREFRONTALUMINUM STOREFRONT8'-0"8'-0"TGDGTGDGTG8'-0"G HOLLOW METAL FIRE RISER DOORW/POLYSTYRENECORE AND 16 GA.METAL FRAMEW/FALCON DOORHARDWAREHEIGHT WIDTH67'-0"1 3/4"2'-6"HM P P METAL HOLLOW CORE DOOR & HARDWAREHM--SMOKE SEL GASKET REQUIRED. NO FIRE SEPARATION PER TABLE 1111111222222222222223333333EEFG--14'-0"M P P OVERHEAD METAL DOOR & HARDWAREHM--14'-0"74444445666666667AABBBBBBBDUNISEX A UNISEX B3124331243UNISEX C UNISEX D3124331243UNISEX E UNISEX F31243UNISEX GCDDDDDDEEEEECD1 5'-10"--FFAS8'-0"DGTGE2 2'-9"--FFAS8'-0"DGTGNOTE THAT ALL DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIEDPER SECTIONS 11B-703.7.2.6.1, 11B-703.7.2.6.2, & 11B- 703.7.2.6.3A) AN EQUILATERAL TRIANGLE 1/4" THICK WITH EDGES 12" LONG AND AVORTEX POINTING UPWARD AT MEN'S RESTROOMS.B) A CIRCLE 1/4" THICK, 12" IN DIAMETER AT WOMEN'S RESTROOMSC) A 12" DIAMETER CIRCLE WITH A TRIANGLE SUPERIMPOSED ON THE CIRCLEAND WITHIN THE 12" DIAMETER AT UNISEX RESTROOMS.D) THE REQUIRED SYMBOLS SHALL BE CENTERED ON THE DOOR AT AHEIGHT OF 58" MIN. AND 60" MAX.E) BRAILLE SIGNAGE SHALL ALSO BE LOCATED ON THE WALL ADJACENT TOTHE LATCH OUTSIDE1SIGNS SHALL BE MOUNTED ON THE DOORSCENTERED 58" MIN. TO 60" MAX.ABOVE THE FLOOR AND SHALL BE DISTINCTLY DIFFERENT FROM THE DOOR IN COLOR AND CONTRAST.1.2.TEXT SHALL BE OF 1/32" RAISEDLETTERS AND ACCOMPANIED BYGRADE 2 BRAILLE.NOTESTRANGLE TO CONTRAST W/ CIRCLECIRCLE TO CONTRAST W/ DOORRESTROOM DOOR SIGNAGE UNI-SEX SIGN1/4" THICK EQUILATERAL TRIANGLEOVER 1/4" THICK 12" CIRCLERESTROOM27.-INTERIORS & GRAPHICS CONSULTANT.CHARACTERS. COLORS TO BE DETERMINED BY(2) COLOR SIGN WITH LIGHT BACKGROUND & DARKETCHED TO FORM A SINGLE PLAQUE. SIGNS WILL BEPLATE OF 1/8" THICK PHOTO SENSITIZED ACRYLIC6.-5.-11B-703.3 AND 11B-703.4(GRADE 2) AND SHALL COMPLY WITH SECTIONSBRAILLE: BRAILLE SHALL BE CONTRACTED CBC 11B-703.5.4THE UPPERCASE LETTER "I"LETTER "O" IS 60% MIN. & 110% MAX. OF THE HEIGHT OFFROM FONTS WHERE THE WIDTH OF THE UPPERCASEPROPORTIONS: CHARACTERS SHALL BE SELECTED4.-3.-HAVE A NON-GLARE FINISH. CHARACTERS SHALL CHARACTERS & THEIR BACKGROUND SHALL CHARACTERS, FINISH & CONTRASTCONTRAST WITH THEIR BACKGROUND WITH EITHERMAXIMUM OF 2" (51mm) HEIGHT.BE MINIMUM OF 5/8" INCH (15.9 mm) ANDCHARACTER SIZE: RAISED CHARACTERS, SHALL2.-1.-BRAILLE. (SEE NOTE 5)CHARACTERS ACCOMPANIED BY GRADE 2AND SHALL BE SANS SERIF UPPERCASESHALL BE RAISED 1/32"( 0.794 mm) MINIMUMCHARACTER TYPE: CHARACTERS ON SIGNSSCREWS TO SOLID BACKING & ADHESIVE TO BACKATTACH SIGN USING (2) TWO FLATHEAD COUNTERSUNK2016 CBC SEC. 11B-703.7.2.1FINISH FLOOR, PER 2013 CBC 1011.4DOOR WHEN POSSIBLE, 5'-0" ABOVELOCATE ON WALL AT LATCH SIDE OF- TACTILE EXIT SIGNAGE:OF ACCESSIBILITY (ISA)INTERNATIONAL SYMBOL3/8"2016 CBC 1013.4 AT ALL EXITS.- PROVIDE TACTILE EXIT SIGNAGE PERTACTILE EXIT SYMBOL (TES)EXIT1'-0"48" - 60"1'-0"OF ACCESSIBILITY SIGNINTERNATIONAL SYMBOLTACTILE EXIT SIGNINTERIOREXTERIORWALL OR SEPARATE SIGN.(ISA) SYMBOL REQUIRED ON DOOR,INTERNATIONAL SYMBOL OF ACCESSIBILITY SIGNAGE TACTILE EXIT SIGNAGEN.T.S.TESISALIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUNDCBC 11B-703.5.1CBC 11B-703.3 AS FOLLOWS:TESISATESISATESISATESISATESISATESISATESISA30"X48"30"X48"30"X48"30"X48"30"X48"30"X48"30"X48"WALL LEGENDALUMINUM STOREFRONT WINDOWINTERIOR WALL. 3-5/8" 25 GA. METALSTUD @ 16"O.C. WITH 5/8" DRYWALLBOTH SIDES. SEE DETAIL 9 SHEET D2INTERIOR DEMISING WALL 1 HOURFIRE RATED UP TO ROOF. 6" 20 GA.METAL STUD @ 16" O.C. WITH 5/8"FIRE RATED DRYWALL BOTH SIDESAND R-19 FIBERGLASS BATTINSULATION. SEE DETAIL 5 D22X8 STUD WALLS @24"O.C. WITH 7/8"PLASTER ON EXTERIOR AND R-21FIBERGLASS BATT INSULATIONW/5/8" FIRE RATED GYPSUMBOARDINTERIOR WALL. 6" 25 GA. METALSTUD @ 16"O.C. WITH 5/8" DRYWALLBOTH SIDES. SEE DETAIL 9 SHEET D2AA6A'A6BA6B'A6660"X60"CLEAR60"X60"CLEAR60"X60"CLEAR60"X60"CLEAR60"X60"CLEAR60"X60"CLEAR60"X60"CLEAR48"X48"CLEAR48"X48"CLEAR48"X48"CLEAR48"X48"CLEAR48"X48"CLEAR48"X48"CLEAR48"X48"CLEARTESTESTESTESTESTESTES111111111111111111U-FACTOR 0.45, SHGC 0.39, VT 0.5 ALUMINUM STOREFRONT WITH FIXED SOLAR BRONZE TEMPERED GLASSU-FACTOR 0.45, SHGC 0.39, VT 0.5 ALUMINUM STOREFRONT WITH FIXED SOLAR BRONZE TEMPERED GLASSU-FACTOR 0.45, SHGC 0.39, VT 0.5 ALUMINUM STOREFRONT WITH FIXED SOLAR BRONZE TEMPERED GLASSU-FACTOR 0.45, SHGC 0.39, VT 0.5 ALUMINUM STOREFRONT WITH FIXED SOLAR BRONZE TEMPERED GLASSU-FACTOR 0.45, SHGC 0.39, VT 0.5U-FACTOR 0.45, SHGC 0.39, VT 0.51113D15D2160"X60"CLEAR48"X48"CLEAR48"X48"CLEAR60"X60"CLEAR60"X60"CLEAR48"X48"CLEAR48"X48"CLEAR60"X60"CLEAR60"X60"CLEAR48"X48"CLEAR48"X48"CLEAR60"X60"CLEAR60"X60"CLEAR48"X48"CLEARNO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.5D2STRUCTURAL SHEAR WALL 61243FIRERISER252525LFFWESTERN INTEGRATED FRAMEWIFFSCW1LFFFF508.4 CBC FALCON HARDWAREALL HARDWARE BY FALCON DOOR HARDWARE REFLECTED CEILING PLANBUILDING 1A3CEILING LEGENDFNEW 2'X4' RECESSED DIMMABLE LIGHTNEW 2'X4' DIMMABLE LED LIGHTCEILING SURFACE MOUNTEDCEILING SUPPLY AIR DIFFUSERCEILING RETURN AIR DIFFUSERCEILING MOUNTED EXHAUST FANNEW LED EXIT LIGHT W/1400 LUMENS OFRECESSED CANISTER LIGHTFF9'-0" CLG.9'-0" CLG.FFFFF8'-0" CLG. 8'-0" CLG.8'-0" CLG. 8'-0" CLG.8'-0" CLG. 8'-0" CLG.8'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.OPEN TO ROOFOPEN TO ROOFOPEN TO ROOFOPEN TO ROOFOPEN TO ROOFOPEN TO ROOFOPEN TO ROOF9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.9'-0" CLG.BLDG. 1 CEILING PLANSCALE: 1/8"= 1'-0"NOTE:TYPICAL T- BAR CEILINGSEE DETAIL 1 THIS SHEETNOTE:SUSPENDED T-BAR CEILING15/16" T-BAR GRIDMESA SECOND LOOK IITEGULAR TILE # 684SUSPENDED T-BAR CEILING15/16" T-BAR GRIDMESA SECOND LOOK IITYPICAL SUSPENDED ACOUSTIC CEILING DETAILS2"454545452"45o45o45o45ooo6" min.EMERGENCY LIGHT & 90 MIN.NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.NEW HIGH BAY L.E.D. LIGHTLED WALL-PACKSUPPLY AIR DIFFUSERBATTERY BACKUP9'-0" CLG.OPEN TO ROOFROOFHATCH ROOF PLANBUILDING 1A4ROOF LEGENDHVAC UNITBLDG. 1 ROOF PLANSCALE: 1/8"= 1'-0" EVAP.COOLER 4'X8'SKYLIGHTHVACUNITHVACUNITHVACUNITHVACUNITHVACUNITHVACUNITHVACUNITEVAP.COOLER 4'X8'SKYLIGHT2" ROOF DRAIN W/OVERFLOW DRAIN2" ROOF DRAIN W/OVERFLOW DRAIN2" ROOF DRAIN W/OVERFLOW DRAIN2" ROOF DRAIN W/OVERFLOW DRAIN4" ROOF DRAIN W/OVERFLOW DRAIN4" ROOF DRAIN W/OVERFLOW DRAIN4" ROOF DRAIN W/OVERFLOW DRAIN4" ROOF DRAIN W/OVERFLOW DRAINROOFHATCH +22'-0" T.O.P.+16'-10 1/2" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. +22'-0" T.O.P.+16'-10 1/2" T.O.S. + 1 4 ' -0 " T .O .P . + 1 2 ' - 6 " T .O .S . +14'-0" T.O.P.+12'-6" T.O.S. + 1 4 ' -0 " T .O .P . + 1 2 ' - 6 " T .O .S . + 1 4 ' -0 " T .O .P . + 1 2 ' - 6 " T .O .S . + 1 4 ' -0 " T .O .P . + 1 2 ' - 6 " T .O .S . +14'-0" T.O.P.+12'-6" T.O.S. +14'-0" T.O.P.+12'-6" T.O.S. +14'-0" T.O.P.+12'-6" T.O.S.ROOF HATCHEVAPORATIVE COOLER48"X96" SKYLIGHT +22'-0" T.O.P.+18'-0" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. + 2 2 ' -0 " T .O .P . + 1 8 ' -0 " T .O .S . + 2 2 ' -0 " T .O .P . + 1 8 ' -0 " T .O .S . + 2 2 ' -0 " T .O .P . + 1 8 ' -0 " T .O .S .NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR. EVAP.COOLER 4'X8'SKYLIGHT EVAP.COOLER 4'X8'SKYLIGHT EVAP.COOLER 4'X8'SKYLIGHT EVAP.COOLER 4'X8'SKYLIGHT EVAP.COOLER 4'X8'SKYLIGHTAA6AA6BA6BA6ROOF DRAINCALCULATION CHARTROOF ZONESQ. FT. DRAINS REQUIRED DRAINS PROVIDEDROOF AT WAREHOUSE11,152(2) 4" DRAINS(4) 4" DRAINSCALIFORNIA PLUMBING CODESIZING ROOF DRAINS, LEADERS, AND VERTICAL RAINWATERPIPINGTABLE 1101.11MAXIMUM ALLOWABLE HORIZONTAL PROJECTED ROOF AREASAT VARIOUS RAINFALL RATESRAINFALL IN INCHES PER HOUR2 30 2880 1440 960 720 575 4803 92 8800 4400 2930 2200 1760 14704 192 18400 9200 6130 4600 3680 30705 360 34600 17300 11530 8650 6920 57656"/HR5"/HR4"/HR3"/HR2"/HR1"/HRFLOWGPMSIZE OF DRAINLEADER OR PIPEIN INCHESCOACHELLAVALLEY RAINFALLROOF NOTEST.O.P. =T.O.S. =TOP OF PARAPETTOP OF SHEATHINGROOF KEY NOTESROOF AT EXTERIOR WALKWAY340(1) 2" DRAINS(4) 2" DRAINS111SLOPE 1/4" PER FOOT MIN.SLOPE 1/4" PER FOOT MIN.SLOPE 1/4" PER FOOT MIN.10 D1ROOF-POLYURETHANE FOAM ROOF & TITLE 24 WHITEELASTOMERIC COATING SYSTEM (1-1/2" THICK)W/DENSDECK OVER THE WOOD SHEATHING CREATESAN R-11 INSULATION W/IMBED WHITE GRANULES FOR LONGTERM PROTECTION.1/2" PLYWOOD CRICKET SLOPE 1/4" PER FOOT MIN.SKYLIGHT-BRISTOL 4896-AL-CM DOME MATERIALTESTED- UBC-26-7 AND ASTM D635 ACHIEVING MINIMUM CC2RATING.- ASTM D2843- ASTM D1929- OR APPROVED EQUALROOF PARAPET BRACING4333333344442222 D22 D22 D22 D21 D21 D21 D21 D21 D21 D21 D29 D19 D19 D19 D19 D19 D19 D1 EXTERIOR ELEVATIONS BUILDING 1A5BUILDING 1 EXTERIOR ELEVATIONSSCALE: 1/8"= 1'-0"NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.+0'-0"F.F.+8'-0"+0'-0"F.F.+3'-0"+14'-0"+19'-0"+22'-0"SOUTH ELEVATIONSCALE: 1/8"= 1'-0"PRECISION CMU BLOCKPRECISION CMU BLOCK12' X 12'O.H.D.12' X 12'O.H.D.12' X 12'O.H.D.12' X 12'O.H.D.12' X 12'O.H.D.12' X 12'O.H.D.14' X 12'O.H.D.MANDOORMANDOORMANDOORMANDOORMANDOORMANDOORMANDOORLED WALL-PACKLED WALL-PACKLED WALL-PACKLED WALL-PACKLED WALL-PACK+8'-0"+0'-0"F.F.+3'-0"+14'-0"+19'-0"+22'-0"+0'-0"F.F.EAST ELEVATIONSCALE: 1/8"= 1'-0"LED WALL-PACKLED WALL-PACK+0'-0"F.F.+8'-0"+0'-0"F.F.+3'-0"+14'-0"+18'-0"+22'-0"WEST ELEVATIONSCALE: 1/8"= 1'-0"+0'-0"F.F.+8'-0"+0'-0"F.F.+3'-0"+14'-0"+19'-0"+22'-0"FRY REGLET 1" REVEALLED WALL-PACKLED WALL-PACKNORTH ELEVATIONSCALE: 1/8"= 1'-0"STORE FRONT GLASSWINDOWSSTORE FRONTGLASSSTORE FRONT GLASSSTORE FRONT GLASSWINDOWSWINDOWSWINDOWSELECTRICROOMFACPROOFACCESSFIRERISERELECTRICROOMFACPROOFACCESSNOTE:KNOX BOX SERIES 3200MOUNTED @ 6' ABOVEFINISH GRADE .42-275PER CITY OF PALM DESERT MUNICIPALCODE TABLE 15.28.020A, ADDRESSNUMBERS WILL BE A MIN. OF 10" IN HEIGHT,MIN. OF 4-1/2" WIDE, A MIN. OF 7/8" STROKEOF LINE HELVETICA BOLD OR EQUAL, AND AMAX. HEIGHT OF 20'-0" COLOR BLACK.+20'-0" MAXADDRESS11FRY REGLET 1" REVEAL1" CHANNEL SCREED REVEAL BYFRY REGLET1" CHANNEL SCREED REVEAL BYFRY REGLET3" CHANNEL SCREED REVEAL BYFRY REGLET7/8" ACRYLIC PLASTER7/8" ACRYLIC PLASTER7/8" ACRYLIC PLASTER7/8" ACRYLIC PLASTERFRY REGLET 1" REVEALDUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNNEDWARDSDEC5255"MADRID BEIGE"DUNN EDWARDSDET466 "MONARCH MIGRATION"DUNN EDWARDSDET466 "MONARCH MIGRATION"DUNN EDWARDSDET466 "MONARCH MIGRATION"DUNN EDWARDSDET466 "MONARCH MIGRATION"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC711 "CLIFF BROWN"DUNN EDWARDSDET466 "MONARCH MIGRATION"DUNN EDWARDSDET466 "MONARCH MIGRATION"DUNN EDWARDSDET466 "MONARCH MIGRATION"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC5255 "MADRID BEIGE"DUNN EDWARDSDEC5255"MADRID BEIGE"DUNN EDWARDSDEC5255"MADRID BEIGE"DUNN EDWARDSDEC5255"MADRID BEIGE"DUNN EDWARDSDEC5255"MADRID BEIGE" SECTION PLAN BUILDING 1A6NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.11D2116D29D25D21D12D19D112D112D11D21D12D19D26D25D29D112D112D111112D28D28D2 INTERIOR ELEVATIONBUILDING 1A7NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.NOTE:-RESTROOM FLOORS SHALL HAVEA SMOOTH, HARD &NON-ABSORBENT & SLIPRESISTANT SURFACE SUCH ASTILE OR OTHER APPROVEDMATERIALS & EXTENDS 4" ONTOTHE WALLS.-FAUCET CONTROLS ANDOPERATING MECHANISMS SHALLBE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTINGOF WRIST. SHOW THE FORCEREQUIRED TO ACTIVATECONTROLS SHALL BE NOTGREATER THAN 5 LBS. (CBC 11B-309)NEW BOBRICK B-5806 X36 36" GRAB BARNEW 42" GRAB BARBOBRICK B6202-1ADA URINAL(TYP.)ADA WATERCLOSET (TYP.)ADA LAVATORYMAX ADA30"X48"ADA URINAL(TYP.)NEW ADAWATER CLOSET+8'-0"+0'-0"+4'-0"(N)FRP BOARD 42" GRAB BARNEW TOILETPAPER DISPENSERBY BOBRICK B-264SEAT COVERDISPENSER(N) 4" VINYLCOVE BASE0'-0"F.F.+8'-0"NEW ADAWATER CLOSET+4'-0"(N)FRP BOARDNEW 24"X36"MIRROR BY BOBRICKB-166 2436NEW ADALAVATORYNEW SOAP DISPENSERBY BOBRICK B-2112NEW BOBRICKB-5806 X 3636" GRAB BAR(N) 4" VINYLCOVE BASE+8'-0"+0'-0"+4'-0"(N)FRP BOARD(N)BOBRICK B-262PAPER/TOWELDISPENSER(N)ADA LAVATORY& FAUCET(N) 4" VINYLCOVE BASE+8'-0"+0'-0"+4'-0"(N)FRP BOARD(N) 4" VINYLCOVE BASE3233343131243ADA URINAL(TYP.)NEW ADAWATER CLOSET+8'-0"+0'-0"+4'-0"(N)FRP BOARD 42" GRAB BARNEW TOILETPAPER DISPENSERBY BOBRICK B-264SEAT COVERDISPENSER(N) 4" VINYLCOVE BASE0'-0"F.F.+8'-0"NEW ADAWATER CLOSET+4'-0"(N)FRP BOARDNEW 24"X36"MIRROR BY BOBRICKB-166 2436NEW ADALAVATORYNEW SOAP DISPENSERBY BOBRICK B-2112NEW BOBRICKB-5806 X 3636" GRAB BAR(N) 4" VINYLCOVE BASE+8'-0"+0'-0"+4'-0"(N)FRP BOARD(N)BOBRICK B-262PAPER/TOWELDISPENSER(N)ADA LAVATORY& FAUCET(N) 4" VINYLCOVE BASE+8'-0"+0'-0"+4'-0"(N)FRP BOARD(N) 4" VINYLCOVE BASE32333431SCALE: 1/4"=1'-0"(N) ADA UNISEX RESTROOM B, D & F65SCALE: 1/4"=1'-0"(N) ADA UNISEX RESTROOM A,C , E & G4SCALE: 1/4"=1'-0"NOTE:-RESTROOM FLOORS SHALL HAVEA SMOOTH, HARD &NON-ABSORBENT & SLIPRESISTANT SURFACE SUCH ASTILE OR OTHER APPROVEDMATERIALS & EXTENDS 4" ONTOTHE WALLS.-FAUCET CONTROLS ANDOPERATING MECHANISMS SHALLBE OPERABLE WITH ONE HAND ANDSHALL NOT REQUIRE TIGHTGRASPING, PINCHING OR TWISTINGOF WRIST. SHOW THE FORCEREQUIRED TO ACTIVATECONTROLS SHALL BE NOTGREATER THAN 5 LBS. (CBC 11B-309)31243ADA30"X48"WORK AREA A41234FLOORPLANFLOORPLANADA WATERCLOSET (TYP.)NEW BOBRICK B-5806 X36 36" GRAB BARADA LAVATORYNEW 42" GRAB BARBOBRICK B6202-1ADA URINAL(TYP.)MAX 4344+9'-0"+0'-0"(N) 4" VINYLCOVE BASEOPEN+9'-0"+0'-0"(N) 4" VINYLCOVE BASEWORK AREA B, D & F412434342+9'-0"+0'-0"(N) 4" VINYLCOVE BASE44OPEN41(N) 4" VINYLCOVE BASE412344342+9'-0"+0'-0"(N) 4" VINYLCOVE BASEOPEN(N) 4" VINYLCOVE BASE412434342+9'-0"+0'-0"(N) 4" VINYLCOVE BASE44OPEN41(N) 4" VINYLCOVE BASEWORK AREA GWORK AREA C & E1SCALE: 1/4"=1'-0"(N) WORK AREA "A"2SCALE: 1/4"=1'-0"(N) WORK AREA "G"3SCALE: 1/4"=1'-0"412344144(N) WORK AREA B, D & F(N) WORK AREA C & EFLOORPLAN4124341243FLOORPLANFLOORPLAN41234FLOORPLAN+9'-0"+0'-0"41421111CLEAR60"X60"CLEAR60"X60"1111114" TOE KICK+0'-0" FIN. FLOOR24" DEEP CABINETADJUSTABLE SHELFDRAWER9'-0" CEILINGSOLID SURFACE STARONCOUNTERTOPAND BACKSPLASHADJUSTABLE SHELVES12" DEEP CABINET(N) 4" VINYLCOVE BASEADA COMPLIANTSINK & FAUCET12" DEEP UPPER CABINET,VERIFY WITH TENANTADA COMPLIANT SINK& FAUCETTRAP & SUPPLY W/PLUMBEREX INSULATIONSOLID SURFACE STARONCOUNTERTOP & W/6" BACKSPLASH+9'-0"+0'-0"(N) 4" VINYLCOVE BASE4" TOE KICK+0'-0" FIN. FLOOR24" DEEP CABINETADJUSTABLE SHELFDRAWER9'-0" CEILINGSOLID SURFACE STARONAND BACKSPLASHADJUSTABLE SHELVES12" DEEP CABINET(N) 4" VINYLCOVE BASEADA COMPLIANTSINK & FAUCET12" DEEP UPPER CABINET,VERIFY WITH TENANTADA COMPLIANT SINK& FAUCETTRAP & SUPPLY W/PLUMBEREX INSULATIONLAMINATESOLID SURFACESTARON W/6" BACK SPLASH+9'-0"+0'-0"(N) 4" VINYLCOVE BASE4" TOE KICK+0'-0" FIN. FLOOR24" DEEP CABINETADJUSTABLE SHELFDRAWER9'-0" CEILINGSOLID SURFACE STARONCOUNTERTOPAND BACKSPLASHADJUSTABLE SHELVES12" DEEP CABINET(N) 4" VINYLCOVE BASEADA COMPLIANTSINK & FAUCET4" TOE KICK+0'-0" FIN. FLOOR24" DEEP CABINETADJUSTABLE SHELFDRAWER9'-0" CEILINGSOLID SURFACE STARONAND BACKSPLASHADJUSTABLE SHELVES12" DEEP CABINET(N) 4" VINYLCOVE BASEADA COMPLIANTSINK & FAUCETRECEPTACLESRECEPTACLESRECEPTACLESRECEPTACLES12" DEEP UPPER CABINET,VERIFY WITH TENANTADA COMPLIANT SINK& FAUCETTRAP & SUPPLY W/PLUMBEREX INSULATION+9'-0"+0'-0"(N) 4" VINYLCOVE BASESOLID SURFACE STARONCOUNTERTOP & W/6" BACKSPLASH12" DEEP UPPER CABINET,VERIFY WITH TENANTADA COMPLIANT SINK& FAUCETTRAP & SUPPLY W/PLUMBEREX INSULATION+9'-0"+0'-0"(N) 4" VINYLCOVE BASELAMINATE COUNTERTOP &W/6" BACK SPLASHREF.REF.REF.REF.ADA COMPLIANTSINK & FAUCETADA COMPLIANTSINK & FAUCETADA COMPLIANTSINK & FAUCETADA COMPLIANTSINK & FAUCET2222 EGRESS PLANBUILDING 1EGRESS PLANSCALE: 1/8"= 1'-0"A8NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.11'(N) WALL MOUNTED PORTABLE FIREEXTINGUISHER W/ A MIN. RATING OF 2-A:10-B:CTOP OF FIRE EXTINGUISHER TO BE NO MORETHAN 48" ABOVE FINISH FLOOR.(N) WALL MOUNTED PORTABLE FIREEXTINGUISHER W/ A MIN. RATING OF 2-A:10-B:CTOP OF FIRE EXTINGUISHER TO BE NO MORETHAN 48" ABOVE FINISH FLOOR.(N) WALL MOUNTED PORTABLE FIREEXTINGUISHER W/ A MIN. RATING OF 2-A:10-B:CTOP OF FIRE EXTINGUISHER TO BE NO MORETHAN 48" ABOVE FINISH FLOOR.(N) WALL MOUNTED PORTABLE FIREEXTINGUISHER W/ A MIN. RATING OF 2-A:10-B:CTOP OF FIRE EXTINGUISHER TO BE NO MORETHAN 48" ABOVE FINISH FLOOR.11'11'11'11'11'11'3'4'2'4'3'11'5'11'15'16'3'4'2'4'3'11'5'3'4'2'4'3'11'5'3'4'2'4'3'11'5'11'15'16'11'15'16'11'15'16'11'11'11'16'16'16'15'15'15'4'2'2'2'4'4'4'2'2'2'3'3'3'5'5'5'11'11'11'SUITE ASUITE BSUITE CSUITE DSUITE ESUITE FSUITE G(N) WALL MOUNTED PORTABLE FIREEXTINGUISHER W/ A MIN. RATING OF 2-A:10-B:CTOP OF FIRE EXTINGUISHER TO BE NO MORETHAN 48" ABOVE FINISH FLOOR.(N) WALL MOUNTED PORTABLE FIREEXTINGUISHER W/ A MIN. RATING OF 2-A:10-B:C TOP OF FIREEXTINGUISHER TO BE NO MORETHAN 48" ABOVE FINISH FLOOR.(N) WALL MOUNTED PORTABLE FIREEXTINGUISHER W/ A MIN. RATING OF 2-A:10-B:C TOP OF FIREEXTINGUISHER TO BE NO MORETHAN 48" ABOVE FINISH FLOOR.(N) WALL MOUNTED PORTABLE FIREEXTINGUISHER W/ A MIN. RATING OF 2-A:10-B:C TOP OF FIREEXTINGUISHER TO BE NO MORETHAN 48" ABOVE FINISH FLOOR. MISCELLANEOUS DETAILSD1TYPICAL NON-BEARING WALLS1N.T.S.TYPICAL ROOF VENT5N.T.S.26 GA. GALV. SHEET METAL CAPOVER ENTIRE PLATFORM, NO JOINTSSET CAP IN MASTIC. PLATFORM TOBE SET LEVEL1/2" DIA. LAG SCREWS @ 24" O.C.MIN., 12" O.C. FROM ENDS.3/4" CDX PLYWOODSHEATHINGTOP OF ROOF SHT'G.6X6 RUNNER CONT. AROUND PLATFORMAND UNDER EQUIP. MOUNTING POINTSRIP TO SLOPE.5 1/2"X5 1/2"CANT STRIPTHREE-PLY FIBERGLASSROOFING TYPE 'A'5 1/2"AC EQUIPMENTTYPICAL SKYLIGHT DETAIL9N.T.S.TYP. A/C & EVAP. PLATFORM12N.T.S.TYPICAL ROOF DRAIN14N.T.S.TYPICAL ROOF BRACE2N.T.S.ROOF HATCH AND STEEL LADDER6N.T.S.TYPICAL DOOR DETAIL @ CONCRETE WALLC1/2" MAX.16N.T.S.TYP. OVERHEAD DOOR JAMB DTL.4N.T.S.TYP. PIPE PENETRATIONTHRU RATED WALL15N.T.S.TYP. STOREFRONT DOOR & WINDOW10TYPICAL HEADER ATTACHMENTTO NESTED JAMBS3N.T.S.11N.T.S.TYPICAL INTERIOR DOOR, HEAD,JAMB, & SILL DETAILTYPICAL EXTERIOR SOFFIT DETAIL8N.T.S.20 GA. METALRUNNER TRACT VERIFY LOCATIONNOTCH FLANGES TO BYPASSSTUDS. SECURE WITH MIN. OF(2) #8 SCREWS AT EACH STUDSTUDS 20 GA. RUNNER UPPER & LOWERTRACT WHEREAPPLIESTYPICAL BACKING DETAIL13ACRYLIC DOMEROOF STRUCTURESEE STRUCTURALALUMINUM SELF-FLASHING FRAMESCREWS 48" X 96"ROOF STRUCTURESEE STRUCTURAL2 3/4" ROOF FLANGEBUILT-UP ROOFINGSEE ROOF PLANCORROSION RESISTANTSCREWSFOAM TAPEPERIMETERCAPCURB OPENINGDRWGS.6"X6"X1/4" 4'-0" HIGHVINYL ASTRAGALFINISHED FLOORSILL DETAIL.JAMB DETAILCMU WALLOVERHEAD DOORAH.M. JAMB @ MASONRYBH.M. HEAD @ MASONRYCMU WALL8" X 2" HOLLOW METAL CMU WALL6" X 2" X 18 GA. HOLLOW METAL DOORWEATHER STRIPPINGMETAL THRESHOLDH.M. SILLHOLLOW METAL DOORINTERIOREXTERIOR+ 7'-2" AFFDRIP EDGEEXTERIORGALVANIZED METALFLASHINGCRICKETSROOF SHEATHING4" DIA. OVERFLOW DRAIN W/ 4" DIA.DOWNSPOUT TO UNDERGROUNDSTORM DRAIN SYSTEM. OVERFLOWTO BE 2" ABOVE ROOF DRAIN4" DIA. PRIMARY DRAINDOWNSPOUT TOUNDERGROUND STORMDRAIN SYSTEMNOTE: SEE ROOF PLANFOR LOCATION OFDRAIN SIZESCOMBINATION MAIN ROOF&OVERFLOW DRAIN BY ZURN#Z165 OR EQUAL111NEW 2X6 BLOCK3 - #6 S.M. SCREWS3- 10d EA. END OF 2X6 BLK'G.BRACE @ 4'-0" O.C.4- 8d /2X6ROOF JOISTS -SEE STRUCTURAL11ROOF SHTG.2X BLOCKING4- 10d / BLK.3- #6 S.M. SCREWSROOF JOISTS -SEE STRUCT.BRACES @ 4'-0" O.C.113- 10d EA. ENDOF 2X6 BLK'G.W/ LUS 26 SIMPSON 2x6 AT 48" O.C.HANGERS BOTH SIDESCONT. TRACKCEILING LINEMETAL STUDSMETAL BRACES @ 4'-0" O.C.ALTERNATE1 1/2" FURRING C: L=4'-0" MAX.20 GA. STUD : L= 8'-0" MAX.L 3X3X3/16 : L= 12'-0" MAX.ICC # ER-4792,ER4943 &5089P20 GA. CONT. TRACT W/ HILTI X-U 32 P8/S15 COMBO PIN, POWDER ACTUATED,@ 24" O.C. & 6" FROM ENDSFIN. SLAB.2"X2"X2"-14 GA. CLIP ANGLEATTACH W/(4) #8 SCREWS0.157" DIAMETER X 1-1/4" LONGICC# ESR-1752 6" MIN.VARIESSEE CEILING PLANPERMASEAL, TYP.MIN. HT. PER CODE 7" 2 1/2" 3"8"LEAD COLLARROOFING MASTIC, TYP.3-VANDAL-PROOF SET SKIRTROOFINGINSULATIONPROVIDE STABILIZINGSEE PLUMBING FOR SIZESKIRT-TYP.NOTE :SKIRT AND LEAD COLLARBY PLUMBING CONTRACTORSUPPORTSSCREWS -TYP.1"2"1"CONT. TOP RUNNER TRACTRUNNERMETAL STUDNESTED METAL#8 X 7/16" SCREWSCREWSEACH SIDEALLOW 4" ON EACH ENDOF RUNNER FORTAB ATTACHMENTDBL MET. STUDSJAMBDOOR, & WINDOW HEADERS "S" FRAMING#8 X 7/16" SCREWSCREWS EACH SIDE "S" FRAMING#8 X 7/16" SCREWEACH SIDE "S" FRAMING SCREWS#8 X 7/16" SCREWSCREWSEACH SIDE "S" FRAMINGTRACTAC1-5/8" X 3-5/8" 25 GA.DOORDOOR3/8"FIN. FLOORJAMBSILLDUAL METAL STUDSB5/8" GYP.BD.HEAD1-5/8" X 3-5/8METAL STUDS20 GA. RUNNERTIMELY MET.DOOR FRAME#8 SCREWS @ 24" O.C. NESTED JAMBEACH SIDEDOOR7N.T.S.2" X 4 1/2" ALUMINUM FRAMECONT. SEALANT & BACKING2' X 2' ACOUSTIC CEILING TILEWALL ANGLE W/ POP RIVETSHIMTEMPERED SOLAR GLASSFRONT LOAD2" WIDE ALUMINUMPLASTERVENT SCREEN2"X6" WOOD JOIST@ 16" O.C.SEE STRUCTURALDRAWINGS FORBEAM SIZE AND TYPE5/8" GYPSUM BOARDSIMPSON LUS26JOIST HANGER@ 24" O.C.METAL TRIM12" MAX.3/8" THICK x 2" WIDESTEEL CLIP ANGLES ATTOP, BOTTOM AND AT6'-0" O.C. MAX. AND 12"MAX. FROM TOP LEVEL3" CANT STRIPROOFINGPLYWOOD SHEATHING12" MAX.12" MAX.2"12" MAX.1/2"x2 1/2" FLAT STEELBAR RAIL - EASE EDGESAND RADUIS ENDS, TYP.3/8" THICK x 2" WIDESTEEL CLIP ANGLES ATTOP, BOTTOM AND AT6'-0" O.C. MAX. AND 12"MAX. FROM TOP LEVEL3/4" DIA. STEEL RUNGSWELDED TO FLAT BARSPLAN VIEWSEE NOTES 4, AND 5WELD TYP.PROVIDE 1/2" PLYWDBACKING AT STUDWALL ONLY12" MAX.3"1'-0"3"SECTIONNOTES: 1. PROVIDE EYES FOR PADLOCK AT INTERIOR SIDE. SEE ROOF PLAN FOR LOCATION2. EXTERIOR LADDER SHALL BEGALVANIZED AND PAINTED3. PROVIDE REQUIRED BLOCKINGWHEN LADDER IS ANCHOREDTO STUD WALLS4. ANCHOR TO STUD WALLS WITH1/2" DIA. LAG BOLTS5. ANCHOR TO CONCRETE OR MASONRYWITH 1/2" DIA. LAG BOLTS WITHEXPANSION SHEILDS6. CONTRACTOR SHALL SUBMIT SHOPDRAWINGS PRIOR TO FABRICATION7. CONTRACTOR SHALL PROVIDE EYESFOR PADLOCK AT INTERIOR SIDEROOF HATCH SEE DET.SECTIONELEVATION VIEWPLAN VIEW18 GA. STEELSTEEL DOOR FRAMEDOOR····NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.METAL STUDSICC # ER-4792,ER4943 &5089PSEE STRUCTURALDRAWINGS FORBEAM SIZE AND TYPE5/8" GYPSUM BOARDCORNER BEAD MISCELLANEOUS DETAILSD2AB123N.T.S.4N.T.S.----TYPICAL WALL SECTION BLDG. 1TYPICAL WALL SECTION BLDG. 165N.T.S.TYPICAL DEMISING WALL DETAILR-19 FIBERGLASS BATT INSULATIONCONCRETE SLAB5/8" FIRERATEDGYPSUM2'X2' ACOUSTICCEILING TILE6" 20 GA. G.I. METALSTUDS @16" O.C.ICC#ESR-4792, ER4943 & 5089P5/8" FIRE RATEDGYPSUM BOARD BOTHSIDES UP TO ROOF1-HOUR CLASS "A" ROOFINGOVER PLYWOOD SHEATHINGSEE ROOF PLAN9'-0"ROOF TRUSSSEE STRUCTURAL2X SUB-PERLINSSEE STRUCTURALNO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.78PARAPET DETAIL BLDG. 1N.T.S.10N.T.S.9N.T.S.5/8" FIRE RATEDGYPSUM BOARD BOTH SIDESUP TO ACOUSTICAL TILE#8 SELF-TAPPING 1/2" METAL SCREW@ 24" BOTH SIDES3-5/8" OR 6" 25 GA.METAL STUDS @ 16" O.C.ICC#ESR-4792, ER4943& 5089PCONTINUOUS6" 20 GA. TRACTICC#ESR-4792, ER4943& 5089PFIN. FLOORR-13 FIBERGLASSBATT INSULATION6" MIN.TYPICAL NON-LOAD BEARING WALL DETAIL12X BLOCKING@48"(2)#10 @ 24"#8 SELF-TAPPING 1/2" METAL SCREW@ 24" BOTH SIDESCONTINUOUS SLIP TRACKW/2-1/2" FLANGE PER ICC-ERS-2012INNER CONTINUOUS6" 20 GA. TRACTICC#ESR-4792,ER4943 & 5089P1/2" MIN.CLEARANCED26R-19 FIBERGLASSBATT INSULATION5/8" FIRE RATEDGYPSUM BOARD BOTHSIDES UP TO ROOFPERPENDICULAR TO TRUSSES DEMISING2X BLOCKING(2)#10 @ 24"#8 SELF-TAPPING 1/2" METAL SCREW@ 24" BOTH SIDESCONTINUOUS SLIP TRACKW/2-1/2" FLANGE PER ICC-ERS-20121/2" MIN.CLEARANCER-19 FIBERGLASSBATT INSULATION2X SUB-PERLINS@24" O.C.SEE STRUCTURAL5/8" FIRE RATEDGYPSUM BOARD BOTHSIDES UP TO ROOF2X BLOCKINGPARALLEL TO TRUSSES DEMISING WALLDETAIL UP TO ROOFD276" 20 GA. METAL STUDS@ 16"O.C. ICC#ESR-4792,ER4943 & 5089PINNER CONTINUOUS6" 20 GA. TRACTICC#ESR-4792,ER4943 & 5089P6" 20 GA. METAL STUDS@ 16"O.C. ICC#ESR-4792,ER4943 & 5089P2X SUB-PERLINS@24" O.C.SEE STRUCTURAL2X SUB-PERLINS@24" O.C.SEE STRUCTURAL1111N.T.S.WALL DETAIL UP TO ROOFN.T.S.NOTE:ALL DEMISING WALLS TOBE BUILT W/A MINIMUMSOUND TRANSMISSIONCOEFFICIENT (STC)RATING MINIMUM OF 40.PER CGC 5.507.4.1.11"T"-BAR CEILINGSEE CEILING PLAN24 GA. GALV FLASHINGPRIME AND PAINTPLYWOOD SHEATHING, SEE STRUCTURAL1-1/2" POLYURETHANE FOAM ROOFINSTALL PER MANUFACTURERRECOMMENDATIONSPLYWOOD SHEATHING,SEE STRUCTURALN.T.S.D12D1122X4 BRACING @ 16". SEE STRUCTURALR-30 FIBERGLASSBATT INSULATIONTRUSSES,SEE STRUCTURAL2X6 STUDS @ 16" O.C.2X6 PLATE2X8 PLATEPLYWOOD CRICKETWHERE OCCURSSEE ROOF PLANCONTINUOUS WOOD SHIM1/4" PER FOOT MIN.PLYWOOD SHEATHINGWHERE OCCURS,SEE STRUCTURAL7/8" ACRYLIC PLASTER(3-COAT SYSTEM)OVERGALVANIZED METALLATHE OVER MOISTUREBARRIER2X8 STUDS @ 24" O.C.R-21 FIBERGLASSBATT INSULATION1D2GLU-LAM BEAMSEE STRUCTURALTRUSSES,SEE STRUCTURAL2X8 STUDS @ 24" O.C.R-21 FIBERGLASSBATT INSULATION2X6 STUDS@ 16" O.C.GLU-LAM BEAMSEE STRUCTURAL+22'-0"PARAPET+18'-0"TOP OF SHEATHING+14'-0"+8'-0"ALUMINUM STOREFRONT DOORSEE DOOR SCHEDULEFIXED GLASS TRANSOMSEE DOOR SCHEDULECONCRETE SLABSEE STRUCTURALCONCRETE SLABSEE STRUCTURAL DETAILS2X6 STUDS@ 24" O.C.+O'-0"F.FCONCRETEHARDSCAPE2D224 GA. GALV FLASHINGPRIME AND PAINTCONTINUOUS WOOD SHIM1/4" PER FOOT MIN.CONTINUOUS FIBERCANT STRIP1-1/2" POLYURETHANE FOAM ROOFINSTALL PER MANUFACTURERRECOMMENDATIONSPLYWOOD SHEATHINGSEE STRUCTURALGLU-LAM BEAMSEE STRUCTURALCONTINUOUS GALVANIZEDMETAL "Z"-CHANNELHANGER SEE STRUCTURAL7/8" PLASTER (3-COATSYSTEM)OVERGALVANIZED METALLATHE OVER MOISTUREBARRIER2X6 CONTINUOUSLEDGER2X6 STUDS @ 16" O.C.2X6 STUDS @ 16" O.C.2X6 PLATE2X8 PLATEHANGER SEE STRUCTURAL2X6 CONTINUOUSLEDGER2X6 STUDS @ 16" O.C.2" WIDE CONTINUOUSALUMINUM VENT SCREENPLYWOOD SHEATHINGSEE STRUCTURAL2X8 STUDS@ 24" O.C.7/8" ACRYLIC PLASTER (3-COATSYSTEM)OVER GALVANIZED METAL LATHEOVER MOISTURE BARRIERSOFFIT DETAIL1D2"T"-BAR CEILINGSEE CEILING PLANHEADERSSEE STRUCTURALFIXED GLASS WINDOWSEE WINDOW SCHEDULECONCRETE SLABSEE STRUCTURAL2X8 STUDS @ 24" O.C.R-21 FIBERGLASSBATT INSULATIONTRUSSES,SEE STRUCTURAL+22'-0"PARAPET+18'-0"TOP OF SHEATHING+14'-0"2X6 STUDS@ 24" O.C.+O'-0"F.FCONCRETE SLABSEE STRUCTURAL DETAILS+16'-10 1/2"TOP OF SHEATHING+22'-0"PARAPET5 1/4"7" MIN.SURFACE MOUNTED (EXPAN-0-SEAL)DRIVE PIN W/ STL. WASHER24 GA. GALV. METAL FLASHING BY WEATHER RESISTANT SEALANTFRY REGLET 1-1/2" POLYURETHANE FOAM ROOFINSTALL PER MANUFACTURERRECOMMENDATIONS. SEE ROOF PLANCONTINUOUS FIBERCANT STRIPTRUSSES,SEE STRUCTURAL24 GA. GALV FLASHINGPRIME AND PAINT8"X8X16" PRECISIONCMU BLOCK1/4" PER FOOTPLYWOOD SHEATHINGSEE STRUCTURALPARAPET DETAIL AT CMU WALL GENERAL REINFORCED CONCRETE 1. Cement shall conform to ASTM C-150 type V.CALIFORNIA Building Code and any City Amendments1. All construction shall comply with the 2016 edition of the services in the area prior to excavation. Engineer. accordance with ASTM C-94. with a 3/4" chamfer unless noted. 7. Floor slab: concrete. elevation. subbase. patterns unless noted. straight edges to bring surfaces to required finish specific hot weather procedures are used. loading, and make any repairs as required. C. Follow the recommendations of the soils report for the proper compaction, saturation, and inspection of the D. Do not pour slabs if the ambient temperature is to exceed 90 degrees within 6 hours of the pour, unless E. The floor slab is not designed to support construction crane wheel loads. It is the responsibility of the contractor to reinforce or protect the slab from crane F. Provide 1" deep saw cuts or construction joints at a maximum of 13 feet on center each way, in square shall remain in effect for a minimum of 7 days. B. All slabs shall be monolithically finished by 3. All concrete to be Ready-mix and shall be delivered in 4. All exposed concrete shall be sprayed with 2 layers in opposite directions with a concrete curing compound at the recommended rate of the manufacturer immediately after finishing. Curing compound shall comply with ASTM C309 and 5. Refer to the Architectural, and other design drawings for all reveals, inserts, electrical grounds, blockouts, curbs, depressions, or textured surfaces to be cast with the 6. Corners of slabs, beams, walls and columns shall be formed A. Concrete floor slab variation from level shall not exceed 1/8" in 10 feet, unless noted in the drawings. experienced tradesmen, by screeding and floating with-ASTM A36-ASTM A53-GRADE B-ASTM A307Tubes Welding shall 2. Welding electrodes shall conform to E70XX Pipe ColumnsMachine Bolts STRUCTURAL STEEL unless noted:Plates and rolled shapes4"4" quality:6.0 SACKS6.5 SACKS fly ash.SLAB (EXT)SLAB (INT)2500 PSI2500 PSINo. 2No. 1 acceptable. STRUCTURAL WOODHorizontal 2X framing, joistsStuds, blocking, nailers, ledgers 1. All nails shall be COMMON NAILS. Box nails are NOT grading rules as follows unless noted on plans: 2. All wood members shall be Douglas-Fir grade marked per WCLIB 3. Plywood sheathing shall be Douglas-Fir Exposure 1 conformingBeams, Headers No. 2ITEM 28 DAY MIN. CEMENT MAX CONT. STRENGTH /YARD SLUMP INSP.FOOTINGS 3000 PSI 4.5 SACKS 4" NO A. All concrete mixes shall have been used in a minimum of 5 successful local jobs for similar applications. B. At least 55% of the total aggregate weight, including sand, shall be coarse aggregate with a maximum size of 3/4" to 1". "Pea Gravel" mixes are not acceptable. C. The maximum allowable amount of water per sack of cement RATIO SHALL BE .6 D. A maximum of 15% of the total cement may be approved E. Provide the following 28 day strength, and concreteNONO 8. Concrete Mix: site conditions before starting work, and shall report any errors, omissions, or discrepancies to the Architect or 3. Details for construction not specifically shown shall be constructed with details shown for similar construction. 4. The Contractor shall determine location of all utility 1. Structural steel shall conform to the following grades-ASTM A500-GRADE B 2. The Contractor shall verify all dimensions, elevations and 2. Aggregate shall conform to ASTM C-33. noted: local building official. prior to fabrication. REINFORCING STEEL structural engineer. Vertical bars in wallsMasonry - 40 bar diameters following (provide minimum 1'-6" lap) Surfaces cast against earth - 3"Walls from face of shell - 1 1/4" Lintel bars Chord Bars CBC. the bolt diameter. accordance with APA. strength. end of sill. first fastener at 6" from end sill. minimum of 8-16d thru each side of splice. noted: official prior to covering. Exterior Walls: 5/8" diam. anchor bolts at 4'-0" with min. 4" embedment. Place first bolt at minimum 9" from Interior Walls: "Hilti" DN72S32 fasteners at 32", with 10. Top plates to be double 2X unless noted. Lap 48" min. with 9. Standard sill plate attachment to be as follows, unless 7. All framing anchors, hangers and hardware shall be as specified in manufactures specifications for full Product Standard PS 1 and shall be grade marked in 4. All sills and plates resting on concrete or masonry and within 48" of earth shall be pressure treated Douglas-Fir. 5. Unless noted, all nailing shall be per table 2304.9.1 of the 6. All bolt heads and nuts bearing on wood shall have standard cut washers. Bolt holes shall be drilled 1/16" larger than manufactured by the "Simpson Strong-Tie Company" Alternates must have ESR approval and approval from the local building official. Install hardware using connectors 8. Nailing of plywood shall be approved by the local building 7. Welding of reinforcing shall be with low hydrogen or grout. #4 bars in slabs or site work -Grade 40 #4 bars in walls and foundations -Grade 60 2. Rebar to be welded shall confrom to ASTM A706 3. All reinforcing shall be supported in conformance with " THE CRSI MANUAL OF STANDARD PRACTICE 4. Reinforcing bars may be lap spliced according to the Concrete-# 3, #4, #5 bars 60 diameters -#6 bars or larger - as required by the Do not lap splice the following without permission from the structural engineer unless noted on the drawings:#5 bars and greater -Grade 60 5. Reinforcing shall have the minimum concrete cover: Slab on grade - Place reinforcing at mid depth 6. All reinforcing steel, anchor bolts, inserts and dowels shall be well secured in position prior to placing concreteAll shop welds shall be made by a licensed fabricator 3. Steel fabricator shall submit shop drawings to the architect 4. Steel shall be fabricated by a licensed fabricator approved by the city 1. Reinforcing steel shall conform to ASTM A-615, grades asALL #3 bars -Grade 40 to the requirements of the latest edition of the U.S. conform to AWS D1.1. All welders shall be certified by theto County Building Inspector for approval 5. Special Inspection Reports for steel, concrete strength shall be submitted APPROVED SHOP requirements of the local jurisdiction. meet with the local building official to confirm inspection 4. At the beginning of each job the General Contractor shall make full use of the inspectors visits, whenever possible. 3. General Contractor shall organize work and inspections to 2. Inspectors shall be approved by the local building official.During reinforement placement and concrete placement of all concrete During installation of drilled anchors. All field welding of structural steel and reinforcing.Building pad certificationAll welding in a non certified shopSPECIAL INSPECTION During installation of drilled epoxy anchors. Steel shall be fabricated in a BUILDING DEPT. 1. The following items require Special Inspection per California Building CodeSoil compliance prior to foundation inspectionSLADDEN 1. Follow all recommendations of the soil report by:FOUNDATION required, prior to the placing of concrete. 4. Design Soil Bearing: with all loose material and standing water removed. 3. Finished excavations for foundations shall be level and true the geotechnical engineer, and local building inspector, if pavement/slab base shall be inspected by a representative of 2. All subgrade preparation for bearing, fill material, and6/5/18During reinforement placement and grouting of Masonry top of slab: 18" 5. Minimum depth to bottom of footing from adjacent grade or4"YES2016 CBC DESIGN CRITERIA SECT 1603VERTICAL LOADSITEMVALUEROOF DEAD18 psfROOF LIVE20 psfRISK CATEGORYIIIeISs1.523Si.72Site ClassDFa1.0Fv1.50Sds1.016WINDSEISMIC DESIGNSd1.72Seismic Design CategoryDBasic SeismicForce Resisting SystemBOX, INT CONC SHEAR WALLSCs.254R4Analysis Procedure UsedEQUIVALENT LATERAL FORCEDESIGN BASISREPORT BY SLADDENSITE CATEGORYIIMIN EMBED18"Soil CorrosionNEGLIGIBLEActive Pressure30 pcfSOILSD + L BEARING1800 PSF CONT, 2000 PSF PADSfriction.4Seismic Increase1.33Passive PressUre250 pcfWIND SPEEDRISK CATEGORYPROCEDUREOVERALL BUILDING DESIGN INTERNAL PRESSURE COEFFICIENTIEXPOSURE130 mphIICHAP 28 PART 2 MWFRS ENEVELOPE 1.4X1.0X12.7 =17.8 psf EQ 28.6-1GCpi= .18 +/-1.0CPROCEDURESPECIAL INSPECTION REQUIREMENTSCONCRETE PER SECTION 1705.A.3VERIFICATION AND INSPECTIONCONTINUOUS DURING PERIODICALLY DURING TASK LISTEDTASK LISTED1. Inspection of reinforcing steel andplacementx-2. Inspection of reinforcing steel welding inaccordance with Table 1704.3 Item 5bx-3. Inspect bolts to be installed in concreteCAST AND DRILLEDx4. Verifying use of required design mix.x-5. At the time fresh concrete is sampledto fabricate specimens for strength tests,x-perform slump and air content tests, anddetermine the temperature of the concrete.6. Inspection of concrete placement for properapplication techniques.7. Inspection for maintenance of specifiedcuring temperature and techniques.x-x-8. Erection of precast concrete panels and members.x-9. Inspect formwork for shape, location anddimensions of the concrete member x-being formed.STRUCTURAL STEEL PER SECTION 1705A.2.1VERIFICATION & INSPECTION TASKCONTINUOUS DURING PERIODICALLY DURING TASK LISTEDTASK LISTED1. Material verification of high stregthbolts, nuts, and wahsersx-2. Inspection of high strength bolting3. Material Inspection of Structural Steelx-4. Verification of weld material-5. Inspection of field weldingxxx--STRUCTURAL WOOD VERIFICATION & INSPECTION TASKCONTINUOUS DURING PERIODICALLY DURING TASK LISTEDTASK LISTED1. Inspection of nailing and bolting ifshear walls and connectorsx-deck and single pas welds 5/16 or lessother field welding-xSOILS PER SECTION 1705.A.6 INSPECTION TASKCONTINUOUS DURING PERIODICALLY DURING TASK LISTEDTASK LISTED1. VERIFY MATERIALS BELOW SHALLOWFOUNDATIONS ARE ADEQUATE TOACHIEVE BEARING SUPPORTx-2. Verify foundations are to the properdepth and have reached proper materialx-3. Perform classification and testing of fill materialsx-4. Verify use of proper materials, densitiesand lift thickness during placement5. Prior to placement of compacted fill,x-observe subgrade amd verify the site has been prepared properlyand compaction of compacted fillx-1. Inspection of nailing and bolting ofroof nailing and wall strapsx--ASTM A992 GR 50 OR EQUALWIDE FLANGE BEAM4"6.0 SACKSGROUT UNDER WALLS 3500 PSIYES4"YES2016 CHAPTER 19ACI 318-142016 CBC CHAPTER 22AISC 360-10AISC 341-102016 CBC CHAPTER 23ANSI/AF&PA NDS-12AF&PA SDPWS-08WALL DESIGN CHAPTER 30 PART 2ZONE 4 1.0 X 1.0 X25.8=27.9 psfAISC 100-07/S2-10c) The spacing of the trussesa) Identity of company manufacturing the trussaffixed thereto the following information located within 2 feet of the centerEach truss shall be legibly branded, marked or otherwise have permanentlyMANUFACTURED WOOD TRUSSES1. Trusses shall be fabricatred by G2 Structural 2. Truss members shall be adequately braced and bridged in accordance with manufacturers requirements. 3. A complete set of shop drawings, and structural calculations, prepared and signed by a Calif. registered Engineer, shall be submitted to the Architect prior to4. Trusses shall have laminated top chord, and/or manuf. approval for the nail spacing specified. 5. Truss supplier shall provide & design hangers and web blocking as required. 6. Truss supplier shall provide & design joists for various spans not noted on plans. 7. Depth of joist shall not exceed depth shown on plans.b) Design Loadof the span GLUE-LAMINATED BEAMS 1. Glue-laminated beams shall conform to the following combinations of the " STANDARD SPECIFICATIONS FOR STRUCTURAL GLUED LAMINATED TIMBER", AITC 117. Simple Span Beams - Combination 24F-V4 Cantilever Beams - Combination 24F-V8 FV=190 PSI 2. Moisture content of the lumber shall not exceed 12%. 3. Beams shall conform to AITC INDUSTRIAL APPEARANCE GRADE, unless noted. Ends of beams shall be sealed and beams shall be load wrapped. 4. Manufacturer shall be a AITC licensed firm. A "Certificate of Inspection", by an approved inspection agency shall be submitted to the Building Department prior to erection. 5. Adhesive shall be waterproof, comply with PS 56. fabrication.or approved equal, and shall be ICC approved for the conditions shown.LOADINGDEAD 16 psf LIVE 20 psf DeflectionLive/240 Upift 15 PSF netSN1STRUCTURAL NOTESRamon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATEPROJECT NO 544-181161800 PSF AT CONTINUOUS WITH INCREASES2000 PSF AT PADS WITH INCREASES 1. Concrete masonry units shall be Grade N, type I Lightweight or mediumn weight units in accordance with ASTM C-90. The minimum compressive strength of the concrete masonry unit based on net area shall be 1900 psi, determined in accordance with CBC 2013A 2. Mortar shall be type S conforming to the latest edition of the CBC section 2103A.9 3. Grout Mix: Grout shall be per CBC 2103A.13 andshall obtain a strength of 2000 PSI at 28 days. 5. All cells shall be solid grouted. 6. If the work has stopped for one hour or longer, a horizontal construction joint shall be formed by stopping all tiers at the same elevation and with the grout 1 1/2" below the top. 7. All units shall be placed in running bond with a concave joint unless noted. See architectural drawings for special finishes and/or patterns. All block placed in stack bond shall use open ended units. 8. Unless noted otherwise, provide a radiused mortar cap on the tops of all walls, unless a sheet metal cap is provided. 9. Provide inspection per special inspection notes. 10. Continuous Deputy inspection required. CONCRETE MASONRYMASONRY PER SECTION 1705.4 level B INSPECTION TASKCONTINUOUS DURING PERIODICALLY DURING TASK LISTEDTASK LISTED1. From the beginning of masonry constructionthe following shall be verified to ensurecompliance.x-a. Placement of masonry units andconstruction of mortar jointsx-b. Placement of reinforcing connectorsand anchorages-Xc. Grout space prior to grouting.-Xd. Placement of grout2. The inspection program shall verify:x-a. Size and locations of structural elements-Xb. Type, size, and location of anchors , including other details of anchorageof masonry to structural members,frames, or other construction.-Xc. Specified size, grade, and typeof reinforcementd. Welding of reinforcing barsx-3. Preparation of any required grout specimens,mortar specimens, and/or prisms shall be observed.x- BLDG. 1 FOUNDATION PLANSCALE: 1/8"= 1'-0"ABCDEFGH321123ABCDEFGHWALL LEGEND41625ECLECTICST.,SUITEM-1PALMDESERT,CALIFORNIA92260TELEPHONE760-485-7003760-898-8210TITLEOF:186'-0"28'-0"26'-0"26'-0"26'-0"26'-0"26'-0"28'-0"60'-0"30'-0"5C-1SD182322222214'-0"25'-1012"28'-3"23'-9"28'-3"14'-412"23'-9"27'-9"5C-1SD18SD195C - 1SD18 5C - 1SD18 5C - 1SD18 4SD124FOUNDATION PLANBUILDING 1Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATES1.1CF-1 CF-1 CF-1 CF-1CF-2CF-1CF-1CF-3SD1 22SD122SD122SD11510 MIL VISQUEENSLAB ON GRADEPROVIDE 5" CONCRETE SLAB W/#3 @ 18" O/C E.W. O/ 2" SAND O/SEESD114C-2 C-2C-2C-2C-2C-2C - 2SD1 15SD113SD110SD115SD115SD115SD110SD110SD110SD110SD110SD110SD113SD113SD19SD115SD13SD14SD115REINFORCINGCONTINUOUS FOOTINGSMARK WIDTH THICK.COLUMN SCHEDULEMARKSIZEBASE PLATE Indicates pad footing per schedule. Interior columns (-) 12"Soils Engineer to inspect and approve footing excavationsSee architectural drawings for slopes, curbs, and depressions. continuous footings on centerline of walls, typ. unless noted.Center pad footings on center lines of columns and center Indicates top of footing measured from finish floor.Indicates MASONRY wall per sheet S1.3official the following: Top of footing unless noted:Indicates column per schedule.Indicates stepped footing per 12/SD1masonry1.1'-4"(-)S T.O.F.S 3.(-) 16"C-13 a) The building pad was prepared in accordance with the b) The utility trenches have been properly backfilled and c) The foundation excavation comply with the intent of the 2.4.5.6.7.soils report.compacted.soils reportprior to footing pour and note in writing to the building FOUNDATION NOTESMARK PAD FOOTING SCHEDULETHICK.SIZEREINFORCINGHSS 5x5x 1/4PLATE 3/4 x 14 x 14C-12 - #5 T & BCF-1 16" 26"#3 TIES @ 24"55'-0" sq.16"6 -#5 EACH WAY5 - #5 T & BCF-3 32" 16"#3 TIES @ 24"44'-0" sq.16"5 -#5 EACH WAY6x6 POST DF #1LCB BASEC-2316"4 -#4 EACH WAY24'-0" X 7'-0"16" #5 @ 10" EACH WAY3'-0" sq.46.5'B6.5'B6.5'BA12' C 35'3'B3'B2'-10"BBBB2'-7"B2'-7"B2'-10"2'-10"2'-10"B A 5' B 33' C-3 C - 3SD124 SD118SD118SD118SD1182 - #5 T & BCF-124" 26"#3 TIES @ 24"5C - 1SD188" MASONRY WALL LINE1 PER S1.3 ANDSD31DETAILAMARKSD112SHEARHARDWARE SCHEDULE340 #/'CBD870 #/'SD5102-2X8640 #/'HDU4EF2-2X8HDU86X6HDU14SD112SD112SD510SD5103 EF 3ED DDDD DDDDDDDDDEHSS 4x4x 1/4PLATE 3/4 x 14 x 14C-3HSS 6x6x 1/4PLATE 3/4 x 14 x 14C-4C-4C-4C-4C-4C-4C-4C-4WALL LEGENDW-1 2X8 @ 24"W-2 2X8 @ 16"W-3 2X6 @ 16"USE 3X MEMBERS WEHREREQUIRED FOR SHEARW-1 W-1 W-3 ABOVEW-2W-3 ABOVEW-3ABOVEW-3 ABOVEW-3W-3W-3W-3W-3W-3W-3W-3 W-2W-2W-2W-2W-3W-2W-2W-2W-4W-4 8" MASONRY PER S1.34SD1244A24'A13' B 12' C-3 C - 3SD124 DDEE ROOF LEGENDBLDG. 1 ROOF PLANSCALE: 1/8"= 1'-0" EVAP.COOLERHVACUNITHVACUNITHVACUNITHVACUNITHVACUNITHVACUNITHVACUNIT EVAP.COOLERROOFHATCH +22'-0" T.O.P.+16'-8" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. +22'-0" T.O.P.+16'-8" T.O.S. + 1 4 ' - 0 " T . O . P . + 1 2 ' - 6 " T . O . S . +14'-0" T.O.P.+12'-6" T.O.S. + 1 4 ' - 0 " T . O . P . + 1 2 ' - 6 " T . O . S . + 1 4 ' - 0 " T . O . P . + 1 2 ' - 6 " T . O . S . + 1 4 ' - 0 " T . O . P . + 1 2 ' - 6 " T . O . S . +14'-0" T.O.P.+12'-6" T.O.S. +14'-0" T.O.P.+12'-6" T.O.S. +14'-0" T.O.P.+12'-6" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. +22'-0" T.O.P.+18'-0" T.O.S. + 2 2 ' - 0 " T . O . P . + 1 8 ' - 0 " T . O . S . + 2 2 ' - 0 " T . O . P . + 1 8 ' - 0 " T . O . S . + 2 2 ' - 0 " T . O . P . + 1 8 ' - 0 " T . O . S . EVAP.COOLER EVAP.COOLER EVAP.COOLER EVAP.COOLER EVAP.COOLERABCDEFGH321GLB 5 1/8 X 22 1/2 C= 1"GLB 5 1/8 X 22 1/2 C= 1"GLB 5 1/8 X 22 1/2 C= 1"GLB 5 1/8X 22 1/2 C= 1"GLB 5 1/8 X 22 1/2 C= 1"GLB 5 1/8 X 22 1/2 C= 1"GLB 5 1/8 X 22 1/2 C= 1"P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 GLB 5 1 2 X 15 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 P-1P-1 GLB 5 12 X 186X1460'-0"30'-0"30'-0"SD22ZONE II NAILING8' O/C8' O/C3x6 @3x6 @HJSD210SD26SD25SD214 SD28KSD318SD214 SD26JH3x6 @3x6 @8' O/C8' O/CZONE II NAILINGSD29KROOF FRAMING PLANBUILDING 1Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATES1.2186'-0"28'-0"26'-0"26'-0"26'-0"26'-0"26'-0"28'-0"60'-0"30'-0"30'-0"12" STRUCT ISHEATHING4x64x6SD4 9LEDGER 4x124x64x64x64x64x64x64x64x64x64x64x64x64x64x6SD484x64x64x64x64x64x64x64x64x64x6SD220SD28SD448'-0"8'-0"64'-0"88'-0"8'-0"10'-0"SD41SD41SD41SD41PURLIN OPTIONSP-1 26" G2 TRUSS GLB 3 12 X 18 C= 1"HANGER SCHEDULEROOF DIAPHRAGM NAILING FOR THE FULL LOAD VALUEMEMBER SIZE4 x 4 - 4 x 8PURLINS3x2xWNPHWFNHANGERFNFASTENERS PER THE 2019 SIMPSON CATALOGOTHEREDGESoccur at typical panelized roof areas.) Spacing of 10d x 2 1/4" Common Nailsnailing & stagger nailing. (Note-this will only occur at special framing conditions, it will not plywood edges at locations with 2" or 2.5" (2) Change size of 2x subpurlins to 3X at (1) Block all free O.S.B. edges with a 3X4 on flat. NOTES:ZONE I NAILING UNLESS NOTED1/2" SHEATHING 4"2.5"B.N.1/2" STRUCT 1 RATED SHTG1/2"IIZONEI1/2"O.S.B.4"2.5"CONT.EDGES4"6"12"NAILING12"FIELDDETAILHMARKSD212HARDWAREHARDWARE SCHEDULELTT20 @ 48"JKSD24MSTC40 @ 8'SD215@ 8'18 GA. STRAP to avoid framing delays. might require increases in size. The general contractor wood member.shall inform roof structure supplier as soon as possible engineer before roof beam, and steel column 5. Sprinkler shop drawings shall be submitted to the Do not attach any hanger in the lower 1/3 of a 4. The sprinkler supplier shall design all piping hangers. 3. Do not support any piping from any 2x or 3x member. 2. If the above guidelines are not met, member sizes required for the appropriate load. The sprinkler supplier shall design the piping as 1. These values are guidelines for attachment only. shop drawings are reviewed. FRAMING NOTESX'-X" 3. Indicates top of plywood measured from finish floor. Mechanical drawings. Verify exact size and location of openings with Architectural and Indicates roof opening per 24/SD2 framing. Engineer.6. Typical subpurlins :Span to 8'-0" 2x6 #2 @ 24" o/c5. See architectural for locations requiring additional ceilings mechanical equipment locations shall be reviewed by the the sub purlins without prior consent of the Engineer. AllSpan to 10'-0" 2x6 #1 @ 24" o/cUse 3x6 where noted in nailing schedule 4. Mechanical equipment and piping shall not be suspended bySPRINKLER PIPING HANGING GUIDELINES or 3x4 #2 @ 24" O/Cor 3x6 #1 @ 24" o/cTS1.2.MAX, SIZE OF PIPE ALLOWABLE ON FRAMING SHOWN MEMBER PIPE PERPENDICULAR TO MEMBERPIPE PARALLEL TO MEMBER PURLINS BEAMS 1 - 4" ∅ 1 - 8" ∅ 1 - 5" ∅1 - 5" ∅2X6 #2 @ 24' TYP TYP NOTES:GLB 5 12 X 18GLB 5 12 X 18SD45SD318SD35+ 1 7 ' - 4 " T . O . S . + 1 7 ' - 4 " T . O . S . + 1 7 ' - 4 " T . O . S . + 1 7 ' - 4 " T . O . S . +17'-4" T.O.S. + 1 7 ' - 4 " T . O . S . + 1 7 ' - 4 " T . O . S .SD47SD419SD419G3x6 @8' O/CJ3x6 @8' O/C3x6 @8' O/C3x6 @8' O/CJ3x6 @8' O/CJ3x6 @8' O/C3x6 @8' O/C3x6 @8' O/CJSD22SD22SD22SD22SD222-4x82-4x82-4x82-4x82-4x82-4x82-4x8 GLB 5 1/8 X 28 1/28X4 8X6 GLB 5 1/2 X 16 1/2SD24SD24SD210TYPSD32SD32SD32SD42SD42SD42SD42LMSD43CMST16SD46CMST16JJGSD28HDU4 ES @ 8'MMMMMMMMLLL GLB 5 1/8 X 28 1/2 GLB 5 1/8 X 28 1/24X8 4X84X84X8 4X84X8 4X84X8 4X84X8 4X84X8 4X8NSD454-HD5BPSD444- HD7BNNNNNNNSD45SD45SD45SD45SD45SD45SD214 P8X6 C= 1/2"C= 3/4"C= 1/2"C= 3/4"C= 1/2"C= 3/4"C= 1/2"8X4 8X4 WALL PANEL ELEVATIONS BUILDING 1SOUTH ELEVATIONSCALE: 1/8"= 1'-0"ABCDEFGH186'-0"28'-0"26'-0"26'-0"26'-0"26'-0"26'-0"28'-0"5'-4"12'-0"4'-8"3'-4"2'-8"2'-8"3'-4"6'-0"12'-0"Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATES1.316'-8"T.0.S.16'-8"T.0.S.2'-0"2'-8"3'-4"6'-0"12'-0"2'-0"2'-8"3'-4"3'-4"4'-0"14'-0"2'-8"3'-4"6'-0"12'-0"2'-0"2'-8"3'-4"6'-0"12'-0"2'-0"2'-8"3'-4"6'-0"12'-0"2'-0"3'-4"1E1B1A1F1C1F1A1F1C1F1C1F1D1G1FCONTROL JOINT8" MASONRY WALL LINE1 PERSD31 HSS 8X3X 3/16HSS 10 X 6 X 3/16 HSS 10 X 6 X 3/16 HSS 10 X 6 X 3/16 HSS 10 X 6 X 3/16HSS 8X3X 3/16HSS 8X3X 3/16HSS 8X3X 3/16HSS 8X3X 3/16HSS 8X3X 3/16HSS 8X3X 3/16HSS 8X3X 3/16HSS 10 X 6 X 3/16 HSS 10 X 6 X 3/16 HSS 10 X 6 X 3/16 HSS 10 X 6 X 3/16HSS 8X3X 3/16HSS 8X3X 3/163" X 22 GA N DECK5/168-#5#3 TIES @ 12"CANOPY SECTION 4PL 1/4 X 6 X125/16 32"3"5"5"3"2"36" DIAMETER6'-6"3'' x 22 GA N DECK400 T 150- 54 TRACKHSS 8X3X 3/16L 3X3X 3/8 X 8"``2-PL 3/4 X 12 X 20PL 1/28- 3/4" A325`5/161/4 218'-3"16'-10"18'-4 1/2"18'-0" 3'-0"7'-0"4'-0"4'-0" S3.1 4 CARPORT FOUNDATION PLANSCALE: 1/4" = 1'-0"S3.1 4 CARPORT ROOF FRAMING PLANSCALE: 1/4" = 1'-0"#12 GALV TEK SCREW EACH FLUTEFOR SUPPLIER DESIGNPROVIDE SIGNED DRAWINGS AND CALCULATIONS APPROVEDBY THE CITYCRITERIA WIND 130 mphSEISMIC Sms 1.56Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATEFOUNDATION PLANCARPORTS3.1FOUNDATION PLANROOF FRAMING PLANSCALE: 1/2" = 1'-0"H S S 1 0 X 6 X 3 / 1 6 HSS 10 X 6 X 3/16HSS 10 X 6 X 3/16H S S 1 0 X 6 X 3 / 1 6 48" 3" X 22 GA N DECK GALVINIZED #12 GALV TEX SCREWS EAC H FLUTE W/ NEOPRENE SEAL 400 T 150- 54 TRACK400 T 150- 54 TRACKCANTILEVER DECK CANTILEVER DECK 400 T 150- 54 TRACK 400 T 150- 54 TRACK 3'' x 22 GA N DECK400 T 150- 54 TRACK12" CLR#12 GALV TEX SCREWS EAC HFLUTE W/ NEOPRENE SEALS3.14S3.142"2"HSS 10X3X 3/168'-2" clr HSS 8X3X 3/16HSS 8X3X 3/16HSS 8X3X 3/16HSS 8X3X 3/163 8/4/20 revise dimensions REINFORCEMENTMATCH2 LAYERS1 LAYERFOOTING24"24"ALTERNATE24"24"24"24"0" TYP.STIRRUP OR TIEMAIN REINFORCINGdb = BAR DIAMETERD = 4dB FOR #3 - #5D = BEND DIAMETERD = 8db FOR #9 - #11D = 6db FOR #3 - #8D = BEND DIAMETERdbdbD 10dbD12dbDDD4db OR 2 1/2" MIN.ENCASEMENTCONCRETETHAN PIPE2" LARGERSTEEL SLEEVE 12NO EXCAVATON FOR PIPETRENCHES TO FOOTING BELOWTHIS LINE1'-6"TRENCHNO PIPE THIS AREA 6" MIN.MIN.4" MIN.8" MIN. 2'-0" MAX.LENGTHSIZEREBARANGLESIZE LENGTHSIZE LENGTHSIZEREBARPLATEBAR#3#4#5#61/4"1/4"1/4"5/16"3"3"4"4"MIN. WELD SIZES AND LENGTH1. USE 70 KSI ELECTRODES FOR GRADE 40 REBAR2. USE 90 KSI ELECTRODES FOR GRADE 60 REBARSCHEDULENOTE:WALL OR6"6"7/16"#8#75/16"7/16"#9#10 7/16"7"8.5"REINF. PER SCHEDULE1 1/2"12" min. 3" CLR. SEE SCHED.COVER OVER ALL STEEL)BLOCKOUT TYP. (6" MIN.1/4"TOP OF SLAB11/2" GROUT3/4" dia. ANCHOR BOLTSCONSTRUCTION OR CONTROL SEE PLANCL. PIPE OR TS COL.& FTG.SEE SCHEDULEJOINT PER-14SCHEDULESTRONG BOLT 2 WEDGE ANCHORSPER # ESR-4627ANCHOR BOLTS, UNLESS APPROVED BY THE STRUCTURAL ENGINEERDRILLED ANCHORS TO BE USED OMLY WHERE NOTED, DO NOT SUBSTITUE FOR CASTALL DRILLED ANCHORS REQUIRE CONTINUOUS INSPECTIONCONCRETE BOLTSWASHERSTD." E "BY A REGISTERED DEPUTY INSPECTORSCHEDULEBOLT SIZE5/8"1"7/8"3/4"1/2"4 1/2"8"8"8"ANCHOR BOLT4""E"1 1/2dia. EXTENSION5/8"3/4"1"BOLT SIZE1/2"WASHER" E "4 "6"5 1/2""E"21/2"STD.18" 24"18"BOTTOM3" CLR.#5 CONT. TOP &FINISH GRADEOR BOTTOM OF6" MIN.FINISH GRADEPAVING2'-0"CONT. TRU FTG BEYONDSLAB REINFORCMENTPER PLAN#4 @ 24" o/cNOTE:BACOLUMN LINE JOINTINTERMIDIATE SAW CUTx 2'-0" @ 24" O.C.3/4" ∅ SMOOTH BAR1 1/2"SAW CUTCONTROL JOINTEQ. EQ. EQ. EQ. 6 HOURS AFTER POURING OF CONCRETE1. SAWCUT JOINTS TO BE MADE LESS THAN2" SAW CUTGREASE ONE ENDPLACE TRANSVERSESAW CUTS AT C.L. OFCOLUMNS AND @ 13'FEET o/c MAXPLACE DOWEL BASKETS ANDSTOP REBAR AT COLUMNLINESABAT COLUMNSDIAMOND BLOCK-OUTSTEEL COLUMNPER PLANDOWEL BASKET4" STOP SLAB REINFORCINGAB2REBAR WELDS12SHEAR WALL22SHEAR WALL TO MASONRY1ANCHOR BOLTSSTRUCTURAL DETAIL16STRUCTURAL DETAIL3FOOTING DETAIL8FOOTING DETAIL13FOOTING DETAIL18FOOTING DETAIL23FOOTING DETAIL4FOOTING DETAIL9FOOTING DETAIL14SLAB ON GRADE24FOOTING DETAIL510FOOTING DETAIL152011SD1STRUCTURAL DETAILSRamon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATE2 PER PIECEw/5/8" DIA. ANCHOR BOLTS2x6STUDS @ 16" o/c18" MIN.8" MIN.PAVING3" CLR.EDGE NAILINGOR BOTTOM OFFINISH GRADEGALVINIZEDTREATED SILL PL PER SCHED6"12" SHEATINGEDGE NAIL 10d @ 6"FIELD NAIL 10d @ 12"12" SHEATINGEDGE NAIL 10d @ 6"FIELD NAIL 10d @ 12"6"#4 @ 18" each way AROUND permiterSEE SCHEDULESEE PLAN12"8 34"6X6 POSTLCB 66 BASE#4 @ 18 TYP.T & B.FOOTING PER PLAN#4 @ 24"8"8"PANEL DWLS#4 @ 24" o/c3-#3MIN. LAP2'-0"SEE SCHEDULE24"3"2x6 @ 16"1/2" OSB W/10d @ 6" EN10d @ 12" FNTREATED 2X6 W/ 2-5/8"ANCHOR BOLTS EA PIECE3-#4#4 @ 12"SEE SCHEDULE6X6 POSTLCB 66 BASEFOOTING DETAILFOOTING DETAIL2x6@ 16"1/2" shtgPOSTSD120#4 @ 24" o/c#5 @ 24"SEE SCHEDULE 4"SEE PLAN3'-0"#4 @ 24" o/cSEE SCHEDULEREINF. PER SCHEDULEMATCH VERTICAL12" SEE SCHEDULE 24" LAP SEE PLAN1/SD5MIN.3'-0"16"SEE SCHEDULE24" MIN 12"SEE SCHEDULE7" 3" CL.2x TREATED SILL PLATEw/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE2x6 STUDS @ 16" O.C.SEE SCHEDULE xxxPLYWOOD SHEATHINGWHERE OCCURS SEESEE SCHEDULEx xPLANEDGE NAILINGx#3 @ 18" o/c24"FINISH GRADEOR BOTTOM OFEDGE NAILING3" CLR.2- #5 CONT. TOP &PAVING8" MIN.18" MIN. 7"BOTTOM2x TREATED SILL PL2x8 STUDS @ 24" o/cw/5/8" DIA. ANCHOR BOLTS@ 48" U.N.O IN SCHEDULE1 1/2" CLR15"2"#4 @ 24" o/cPER PLANNOTED THUSWHERE OCCURS SEEPLYWOOD SHEATHING2'-0"PLAN12"COLUMN BLOCKOUT2- #4 EACH WAYFINISH FLOOR ELEV.SEE SCHED.3" CLR.COVER6" MIN. CONC.12" minREINF. PER SCHEDULESEE PLAN3"2x NAILER EACHSIDE w/ 1/2"dia.THREADED STUDS @ 24" o/cBASE PLATE PERCL. PIPE OR TS COL.& FTG.-11ALTERNATE CONNECTIONHILTI DN PINS @ 6"18" min FOOTING DETAILADJACENT TO SHEAR WALLSEACH END OF HEADERS IN ORBLOCKING BETWWEN STUDS ATSIDE OF HEADERS w/ 2XPROVIDE MSTA36 STRAP EACHBLOCK ALL EDGESHOLD DOWN PER PLAN16d @ SECOND FLOOR16d @ NAIL 10d @ 12"1/2" SHEATHING STRUCT I BLOCKED,EDGE NAIL 10d @ 6", FIELDSHEAR WALL SCHEDULEEDGE NAIL 10d @ 3", FIELD1/2" SHEATHING STRUCT I BLOCKED,NAIL 10d @ 12"INDIVIDUAL SHEATHING SHEETS SHALL BE NOT LESS THAN2'-0" IN LEAST DIMENSION NOR LESS THAN 8 SQ. FEETIN AREA. USE FULL SIZE SHEETS WHEREWER POSSIBLE.MARKSHEAR340#/'A665 #/'BSILL. CONN.WALL SHEATHING5/8" o ANCHORBOLTS @ 32" o/cBOLTS @ 16" o/c5/8" o ANCHORGROUND FLOORSILL. CONN.DOUBLE STUD OR POSTPROVIDE EDGE NAILING ANDHOLD DOWN PER PLANEDGE NAIL PERIMETEROF E. SHEATHING SHEETSEE PLAN AND SCHED.FOR SIZE AND SPACING.STAGGER SHEATHINGPANELS.FIELD NAILING10d @ 12" TYP.4"3"AT HOLDDOWNSPLATEEXTEND SHTG TO TOPOPENINGSOF 6" O/C OVER AND BELOWUSE EDGE NAILING EDGE OF OPNG.TOP PLATESAT SILLS ANDEDGE NAIL27"9"USE 3x STUDS OR 2- 2X AT COMMON EDGE STUDS , SILLS, AND BLOCKING AT WALLS B AND C16d @ EDGE NAIL 10d @ 2", FIELD1/2" SHEATHING STRUCT I BLOCKED,NAIL 10d @ 12"870 #/'CBOLTS @ 12" o/c5/8" o ANCHOR3"5"SHEAR WALLEDGE NAILTREATED 3X W/ 5/8"ANCHOR BOLTS @ 24"MASONRY WALL2X8 @ 16"2X8 @ 16" BOUNDARY NAILING FOR 2 BAYSPROVIDE 3X6 AT STRAPSPURLINMSTC40 @ 8' OVER1 PURLINS FROM WALL C COLUMN1/42-3/4" BOLTS2"1 1/2"L16"HOLES1 1/2" VERT. SLOTTED1/4" P EA. SIDE W/P 5/8" LL7"1 1/2"1/41 1/2"OVER EACH PURLIN20-10d EACH END AT DETAIL FNAILINGJOIST OR RAFTERSOPENING"W" HANGEREACH SIDEDOUBLE 2X4PURLIN OR PROVIDEBOUNDARY NAILING4" OC2"PURLIN1 1/2" OFFSETEACH PURLIN4" x 18 GA. STRAP GLB1/2"3/8" TYP.PLY EDGECCCSINGLE CANTILEVERDOUBLE CANTILEVERSIMPLE SPANC= BEAM CAMBER ASINDICATED ON PLANSEDGE NAILING (E.N.)PLYWOOD TO RUNLONG DIM. OF B.N. ALONG MAINPARALLEL TO 2x MEMBERBEAM LINESPURLINFIELD NAILINGPANELIZED ROOFNOTES1. PLYWOOD NAILING SHALL BE INSPECTED.3/8" MIN. EDGE DISTANCE FOR NAILING.STAGGER NAILING 1/2" WHEN SPACINGIS EQUAL TO OR LESS THAN 3" O.C.ALONG CONT.PANELWHERE OCCURSPARAPET WALLLEDGER PER PLANEDGESEDGE NAILING (E.N.)10d @ 12"BOUNDARY NAILING (B.N.)2PURLIN DETAILTYPICAL CAMBER38LEDGER DETAIL13STRUCTURAL DETAIL234FRAMING DETAIL9FRAMING DETAIL14BEAM SEAT24ROOF OPENING510FRAMING DETAIL15FRAMING DETAIL20ADD 4X10 RIP TO SLOPESIMPSON LSTA12 W/3-#10 SCREWS EACH ENDSIMPSON BC 4OBASE EACH END W/2-#10 X 2"TOP BOTTOM ANDSIDES24 GA GALV PAN1/2" PLYWOOD2X4 @ 16" W/ LUS HANGERNEW UNIT 200#(ALTERNATE TO 1/4" SCREWS)4X6SIMPSON HST6 EACHSIDE W/ 6 34" BOLTSEACH ENDHANGER PERSCHEDULE-PURLIN SECTIONsub-purlin per planPLANPURLIN PERPURLIN PER PLANSTRAP BELOW PLYWOOD PER 15/SD-2AT EACH PURLIN``SD2STRUCTURAL DETAILSRamon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATE2 - 3/4"dia. BOLTS THRU1 1/4" VERT SLOTTED HOLES1/46 1/2"1/2"EA. SIDEP 1/4" 1/41/8P 5/8"COL. PER PLANL1 1/2"2"3"3"EDGE NAIL 8d @ 6"FIELD NAIL 8d @ 12"3/8" PLYWOOD CDX2X6 @ 16"E.N.B.N.MSTI48 STAGGER SPLICETOP PLATE SPLICE2X4 @ 16"2- 2x top plEDGE NAIL 10d @ 6"FIELD NAIL 10d @ 12"1/2" PLYWOOD CDXMSTA36 STRAP @ 24"2X8 @ 16" DOUBLE STUD W/ 16d @ 16" AT PURLINEDGE NAIL 8d @ 6"FIELD NAIL 8d @ 12"1/2" PLYWOOD CDX2X6 @ 16"HW HANGER1/2" DIA. BOLT W/ PLYWOOD PERPLAN NOTEDTHUS2X SOLID BLKG.E.N.WASHERS2x8 LEDGER 16d @W/ 10-16dSIMPSON LTT20 @ 48"6"B.N.2x8 @ 24" O/C3-16d EACH SIDE AT SPLICE4-16D/STUD2x8LEDGERPROVIDE BLOCKING BEHIND STRAPSIMPSON ST6224 STRAP w/ 28-16d 7PURLIN DETAILE.N.B.N.MSTI48 w/ 48 .148 x 1 1/2"TOP PLATE SPLICE2X4 @ 16"EDGE NAIL 10d @ 6"FIELD NAIL 10d @ 12"1/2" PLYWOOD CDXMSTA36 STRAP @ 32"2X6 @ 16" DOUBLE STUD W/ 16d @ 16" AT PURLINEDGE NAIL 8d @ 6"FIELD NAIL 8d @ 12"1/2" PLYWOOD CDX2X6 @ 16"HW HANGER6x62x616D @ 8"6x612WALL DETAILSIMPSON MST60 STRAP w/ 60-16d TUBE COLUMNPROVIDE BLOCKING BEHIND STRAP LTT20B EACH SIDE WITH 5/8"AT BEAM PENETRATIONS PROVIDEDIA. BOLTSWAMP COOLER4X12 LEDGER PER 8/SD45"AT ANCHOR#4 X 24"BOUNDARY NAILINGW/ 10-1/4" SDS X 2 1/2"HDU 4 @ 8' EA. SIDEPURLIN PER PLANCHORD REINF.OF LEDGER16" OF TOPPLACE WITHIN-24SCHEDULESIMPSON HANGER PERCNW 3/45/8 REQUIREDPURLIN PER PLANSTRAP BELOW PLYWOOD PER 15/SD-2AT EACH PURLIN``6X6EN2X6 @ 16"FRAMING DETAILFRAMING DETAILFASTENERS PER THE 2020 SIMPSON CATALOG FOR THE FULL LOAD VALUETYP. HANGER SCHEDULETRUSS4 x 10 - 4 x 164 x 4 - 4 x 83x2xMEMBER SIZEHWHWFNWNPFNHANGER3.5 PARALLAMHWGLU LAM BEAMGLT HANGER25HANGER SCHEDULE 2SD3STRUCTURAL DETAILSCORNER REINFORCING2'-0"MAX.#5 BAR IN CORNER BARS EACH SIDE OF BARS IN LINTIL BLOCKOF LINTEL & AT 16" HOOK ENDS#4 VERT. IN FIRST CELL EA. END1 1/4" CL.8"IIOPENINGOVER OPENINGSIIIBACKUP RODC.J.CAULKING1/2" +LINTEL BLOCK1" CLR20"24"24" LAP4"OPNG. #54"8" #6BLOCKLINTELTYP.4'-0"CHORD BARS AROUND CORNERSMATCH HORIZ. REINF.DO NOT MATCHBARSABBARS# WALL THICKNESS VERTICAL REINF. HORIZONTAL REINF.W - 1#5 @ 32" O.C.#5 @ 24" O.C.WALL REINF. SCHEDULE MASONRY SOLID GROUTSPEC.INSP.YES18"2-#5 AT TOP OF WALL STOP ATCONTROL JOINT3CHORD REINFORCINGTO BE WITHIN 16" OFTOP OF LEDGERCOMMON BOND-CONCAVE JOINT-TYPICAL WALL ELEVATIONCHORD REINFORCING SHALLCONTINUE THROUGH EXPANSIONJOINT. PLACE CHORD IN 3/4"DIA.PVC PIPE x 72" LONG OR WRAP W/ 1/8" FOAM F.F.TOP OF FOOTING PER PLANSTOP HORIZ. REINF. @ JOINT#5 EA. SIDEOF JOINTVERT. REINF. PER SCHED. 48" LAP AS REQ'D 6'-0"HORIZ REINF.NO LAPS chord lap 3/8"60∅6'-0" LAP AS REQ'D 48"LAP AS REQ'D. 24"40". - STAGGER LAPS#5 @ TOP2-#5 CONT.CHORD REINF. LAP3/8" EXP. JT.PER PLAN W -12-#5 #5 E.F.2-#5 SEE SCHED.#3 TIES @ 8" TO 24" ABOVE OPENING32"#2 TIES @ 8"4-#5 E.F. @ 8" at 14' opening 5 E.F.#4 @ 32" W/ 90 BEND EACHEND, HOOK DOWNSEE ELEVATIONS#2 TIES @ 8"3'-4"OPENING3'-4"OPENING32"3'-4"OPENING12'-0"OPENING24"#2 TIES @ 8"12'-0"OPENING24"12'-0"OPENING#5 EACH FACE#5 EACH FACE3-#5 EACH FACE#4 @ 32" W/ 90 BEND EACHEND, HOOK DOWN3-#5 EACH FACE#2 TIES @ 8"SEE ELEVATIONS#2 TIES @ 8"#4 @ 32"3'-4"OPENING12'-0"OPENING#5 EACH FACE3-#5 EACH FACE#4 @ 32" W/ 90 BEND EACHEND, HOOK DOWN3'-4"OPENING4-#5 EACH FACE#2 TIES @ 8"#5 EACH FACE14'-0"OPENING24"#2 TIES @ 8"12'-0"OPENING32"14'-0"OPENING#4 @ 32" W/ 90 BEND EACHEND, HOOK DOWN3-#5 EACH FACE#2 TIES @ 8"4-#5 EACH FACE40"#5 #5 EACH FACE#4 @ 32" W/ 90 BEND EACHEND, HOOK DOWN3'-4"OPENING#5 VERT @ 24"MAX#5 VERT @ 24"MAX#5 VERT @ 24"MAX3 - #5 E.F. @ 8" at 12' opening 4-#5 E.F. @ 8" at 14' opening 3 - #5 E.F. @ 8" at 12' opening 24" ABOVE OPENING #5 E.F.24" ABOVE OPENING#3 TIES @ 8" TO 24" ABOVE OPENING1A1B1C1D1E1F1GRamon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATE1LHDC OF STUD WALLPOST PER PLANCONTINUOUSLONGITUDINALREINFORCINGLE3"CLRLOCALLY DEEPEN or WIDENFTG AS REQD.SCREWSDOUBLE STUDscrews3"CLR HD PER PLANanchor rodPRIOR TO FOOTING INSPECTIONHOLD DOWNS MUST BE IN PLACETOP OF SILL PLATESCREWSDMARKLE2-2XPOSTRODHDHDU820 SDSBOLTS/SIMPSON PAB7 PRIOR TO FOOTING INSPECTIONHOLD DOWNS MUST BE IN PLACEDOUBLE STUD12" minCAST BOLTE10 SDSHDU42-2X16"LOCALLY WIDEN FTGSIMPSON PABSIMPSON PAB5 20"48" MINIMUM LAP WITH 16d @ 4" o/cPROVIDE STUD UNDER SPLICEPROVIDE 2 -2X STUDS UNDERBEAMS FRAMING INTO WALLSKING STUDS1-2x2-2xINTERIOR EXTERIOR1-2x2-2x2-2x2-2x2-2xHEADER SCHEDULEUNLESS NOTED ON FRAMING PLANS4x4 TO 4x64x8 TO 4x104x12 TO 4x166x4 TO 6x66x8 TO 6x123.5" parallam5.25" parallam 6X62-2x1-2x2-2x4X41-2x2-2xHEADERSTUDSTRIM3-2x ECC3-2x2-2x3-2x3-2x2-2x2-2xBC----BCEPC----A346-16d6-16d3-16d5-16d5-16d3-16d5-16dNAILING PERGENERAL NOTESKING STUDSEE SCHEDULESIMPSONHARDWAREEND NAILA34 FRAMING ANCHORFOR END NAILINGSEE SCHEDULEEXTERIOR OPENINGS OVER 6'-0"INTERIOR OPENINGS OVER 8'-0"PER SCHEDULESIMPSON HARDWARE TRIM STUDSEE SCHEDULECRIPPLE STUDS @16" O.C.HEADER PER PLANTYPICAL FRAMINGCS16 STRAP X 36" AT TOP PL BREAKSHOLD DOWN6X6HDU14 36 SDS SIMPSON PAB8 F24"MASONRY WALL DETAILS1040". - STAGGER LAPS2-#5 CONT.CHORD REINF. LAPCHORD REINFORCING SHALLCONTINUE THROUGH EXPANSIONJOINT. PLACE CHORD IN 3/4"DIA.PVC PIPE x 72" LONG OR WRAP W/ 1/8" FOAM -#5 1WALL SECTION'SIMPSON' W HANGERADDED 4X6 PER PLAN'SIMPSON' A34 EA. CORNERRIP TO FORM LEVEL4x10 CURB FOUR SIDESDOUBLE 2x6 EA. SIDE OF DUCT1/4" X 5" SDS @ 24"AROUND PERIMETERADDED MEMBER PER PLAN'SIMPSON' A34 EA. CORNERRIP TO FORM LEVEL4x10 CURB FOUR SIDESDOUBLE 2x6 EA. SIDE OF DUCTAROUND PERIMETER1/4" X 5" SDS @ 24"MECH CURBMECH CURBPURLIN2-2X4 EACH SIDE OF OPENING4X6GLU LAM BEAMPURLINPURLIN 4X6 1/2" OSB RATED SHEATHINGEDGE NAIL 8d @ 6"FIELD NAIL 8d @ 12"2X6 @ 16"BEAM PER PLAN2X6 @ 16"PRESSURE BLOCK2-16d END2-16d TO BEAM6X6 POSTCB66 BASE4DRAG TIERamon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATE1/2" OSB RATED SHEATHINGEDGE NAIL 8d @ 6"FIELD NAIL 8d @ 12"2x6 @ 16"LUS26 HANGER2X6 @ 16" BEAM PER PLAN2X6 @ 16"LSU 26 HANGERSIMPSON DTT1ZW/ SDWH x 4" HEXSCREW @ 48" O/CPRESSURE BLOCK2-16d END2-16d TO BEAM14'-0"2X6 @ 16"PLANSECTION16d @ 12" O.C. STAGGER2x4 (NAIL TO 2x6)16d @ 12" O.C. STAGGER2x4 (NAIL TO PURLIN)PURLIN PER PLANDBL. 2x6DBL. 2x43/4" plyDBL. 2x638" OSB RATED SHEATHINGEDGE NAIL 8d @ 6"FEILD NAIL 8d @ 12"2X8 @ 16"18'-0"2X6 @ 16"2X4 @ 16"2X6 @ 16"BLOCK @ 48"BLOCK @ 48"2X6 @ 24"2X4 @ 24"1/2" OSB RATED SHEATHINGEDGE NAIL 8d @ 6"FIELD NAIL 8d @ 12"LSU 26 HANGER2X4 @ 24"1/2" OSB RATED SHEATHINGEDGE NAIL 8d @ 6"FIELD NAIL 8d @ 12"SIMPSON DTT1ZSDWH x 4" HEXSCREW @ 48" O/CCOLUMN BLOCKOUT2- #4 EACH WAYFINISH FLOOR ELEV.SEE SCHED. 3" CLR.COVER6" MIN. CONC.12" min REINF. PER SCHEDULESEE PLAN5"2x NAILER EACHSIDE w/ 1/2"dia.THREADED STUDS @ 24" o/cBASE PLATE PERCL. PIPE OR TS COL.& FTG.-11ALTERNATE CONNECTIONHILTI DN PINS @ 6"18" min & FTG.GLB PERPLANPL 1/4 EACHSIDEPL 5/8 X 73- 5/8" BOLTSW/ 1 1/4" VERTSLOTS2"3"3"5" 1 1/2"6"3- 5/8" BOLTSW/ 1 1/4" VERTSLOTS6X6SDS 1/4 X 3W/ 2 ROWS @ 2"PL 3/8PL 3/8 X 6 X 1534"4"34"2 ROWS 1/4" SDS @ 3"1/4 3-61/4L 6X6X 3/8 X 6"1/41/43OPENING STRAPS2WALL SECTION5WALL SECTIONSD4MSTI48 w/ 48 .148 x 1 1/2"6X86X8PURLINHD58 EACHSIDE EACHEND (4 TOTAL)3/4" BOLT5/8" BOLTPURLINWNP HANGER6X6GLBHD78 EACHSIDE EACHEND (4 TOTAL)3/4" BOLT7/8" BOLTGLBWNP HANGERHD78 EACHSIDE EACHEND (8 TOTAL)HD78 EACHSIDE EACHEND (4 TOTAL)3/4" BOLT7/8" BOLTGLBEPC CAP16d SINKERS @ 3" O/CCMSTC16 STRAP W/ 2 ROWS BC CAPHOLD DOWN POST36"'SIMPSON' A34 18"'SIMPSON' A34 36"CMSTC16 STRAP W/ 2 ROWS HOLD DOWN POST16d SINKERS @ 3" O/CBC CAPHOLD DOWN POSTBC CAP'SIMPSON' A34 36"6OPENING STRAPS7ROOF DRAIN9MECH UNIT6OPENING STRAPS5" EMBED. HDU 4 @ 8' EA. SIDE8"8"PURLIN PER PLANEQUALSEE PLAN8"3"ANCHOR BOLTSw/ STANDARD STEEL WASHERS8"3"4x12 LEDGEREQUAL8"8"8"8"LEDGER ANCHORSIZE BOLT SIZE3"4x127/8" DIA.8"8"8"8"3"ANCHOR BOLTSWITHOUT PURLINONLY FOR SPLICEPROVIDE TOP BOLTSw/ STANDARD STEEL WASHERS4x12 LEDGERJOINTLSPLICEC SPLICE OR PANEL 4x12 LEDGER 4x12 CENTER BOLT4x12 LEDGERCNW 7/8-5/8 REQUIRED8ROOF LEDGER2X6 @ 16" SD5SITE WALLS8" MIN.30" #5 @ 24"16"HORIZONTAL REINF.#4 @ 24"#4 @ 24"VERTICAL REINF.8" BLOCK32"VERTICAL AT CENTER OF WALL6'-0" MAX. VERIF IN FIELD.MATCH EXISTING#4 @ 24"#42X6 @ 12" O.C. W/2-10d EA. SIDE 4X6 BEAM @ 16" O.C. 4x6 BEAM W/SIMP PC44 4X4 POST @ CORNERSW/SIMP. PB44 & PC445TRASH ENCLOSURE8" MIN.12" #5 @ 24"36 HORIZONTAL REINF.#4 @ 24"#4 @ 24"VERTICAL REINF.8" BLOCK32"VERTICAL AT CENTER OF WALL6-0" MAX. VERIF IN FIELD.MATCH EXISTING#41SITE WALLSEE SITE PLAN A1.1 FOR LOCATIONSPROVIDE CONTROLJOINTS @ 30' O/C (V) PER SCHEDULE#4 (H) @ 12" O/C3 -#5END OF PANELTEMP.PIER EA.TOP OF WALL"H" "B"FTG. WIDTH8" MASONRYCENTER#53" CLR. 1'-6" 2"ALTERNATE BENDSFTG. WIDTH "B"#5 @ 16"CONT.12" MIN.SEE ARCH'L.MAXVERTICAL REINFORCINGRETAINING48"6'-0"5'-0" #5 @ 16"18"MAX RETAINE HT "H" MAX HT 1" DIAMETER @ 48"1'-4" 12"3" CL.MIN.SEE ARCHFINISH GRADEEND OF PANELTEMP.PIER EA.3-#5 EACH RACE (8 TOTAL)5' SQUARE2"5-#5 EACH WAY24" SQUARE#3 TIES @ 8"8"6"#4 @ 16"1015RETAINING WALLSITE COLUMNRamon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.comNO. DATE REVISIONS1. 5/12/20 REVISE STRUCTUREPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATE5/12/20DRN. BYCA.SCALEAS NOTEDAPPROVED75051 SEGO LN.2. 7/12/20 UPDATE I 24X24 TO CD 24X24 IS CD 200 CFM 200 CFM RG 24x24 1 TO RG . A6 24x24 TB CD 200 CFM M I'm 97C8 C 24X24 TO CO 12"0 200 CFM 12"0 "6 100 CFM OSA' 1 247C24 I14�41 TO R 75 C 2x24 T8 CD 200 CFM i 24X24 TB CD 200 CFM 818CD gRG 75 CFM 4� I I 24X24 T8 CD 24X24 T8 CD 24X24 TB CD 24X24 78 CD 200 CFM 200 CFM 200 CFM 200 CFM 24X24 TO CD 200 CFM plll�� 24X24 TO CD i(fl 24X24 T8 CO 200 CFM 24X24 T8 CO 24X24 TO CD 24X24 TO CD 24x24 T8 CD 200 CFM 200 CFM 200 CFM 200 CFM I 8.0 0"0 - AiX24 4x24` I'S co 24) 14" 24x24 ,10 200 CFM 40 24X24 10 T8 G TO RG TB IkG 24x24 TO C❑ 78 RG WOSA' 200 CFM - 12" 2"0 100 2"o1d0 CFM OSA am 1SX13 cv- 29 — -T8 CFM � x®O T g5 6 RG 24x24 T8 CO 11 5 CFM 200 CFM 24x24 T8 CD 200 CFM 24X24 T6 G LJ 8' 1 100 CFM 24X24 T8 CD 200 CFM �1(161 24X24 TO CD 24X24 T8 CD 200 CFM 200 CFM To 2"0 A.-4X24 4X24'T13 CD JA2 200 CFM 6,. -'- 24X24 TO CD 200 CFM 0 TO RG Rya. 12"0 - ■ 4 di G 8X6 GO 75 CFM Co T8 RQ 75 CFM NOTE: Coordinate register location with T-6ar ceiling and lighting layout. I—1 I I 24X24 III CD 24X24 TO CD 24; 200 CFM 200 CFM 21 2024 T8 RG 4SA 2024 T9 CD 200 CFM 24X24 T8 CD 2024 75 CD 75 CFM 200 CFM — I, H VAC LAYOUT PLAN SCALE: 118" = 1 r 0" C GoodWay Design and Drafting 41.625 ECLECTIC ST., SUITE M-'T PALM DESERT, CA 92260 Ramon Gutierrez (760)485-70031 ramongwd@gmail.com Adolfo Gutierrez (760)898-82101 adolfogwd a@gmail.com WENDELL W. VEITH A R C H I T E C T Design antl Title 24, Inc. 74-818 VELIE WAY, STE 8 PALM DESERT, CA 92260 (760) 204-4780 www. sca ttdes i g n an d title2 4. co m 712120 revision (elec. room) 5/14/20 revision 8/29/19 plan check 1. 07/22/19 FIRE /BLDG. DEPT. CORR. NO. DATE REVISIONS PROJECT: AN INDUSTRIAL BUILDING FOR: 75051 SEGO LN. PALM DESERT, CA. 92211 TITLE HVAC LAYOUT PLAN DATE AUG. 2019 ❑RN. BY A.G. SCALE AS NOTED [APPROVE .1 e -� —N0. C5297 iIt nEN. ]1-30-Y1 a 'r N❑ M1 BLDG" 1 0F: 00 0� 00 00 00 00 C 00 oQ oil o0 00 �Q © © ©o EVAPORATIVE COOLER 00 00 o� o� 00 00 ©© ©� Q O O a 00 0� ©o ©Q 00 00 00 00 00 �o ROOF_ D R_Jk IN ® UNIT SUPPORTS ROOF FRAMING C D=FULL SIZE OF COOLER 4 WAY DIFFUSER (cooler grille) SUPPLY PLENUM 1"HANGER STRAP 20ga. (minA) EVAPORATIVE COOLER MOUNTING,,, SHEET METAL COLLAR CONNECTION TO FLEX WITH (3) # 8 SMS TYP- CONNECTION TO STRUCTURE INC! 11 CTFn PAkLPi R PACKAGE UNIT ROOF CURB (typ-) 11T� MIN, 2" WIDE HANGER STRAP CONTINUE FLEX i OR CONNECT TO RIGID PIPE WITH (3) A 8 SMS TYP- LONG RADIUS TURN NO CRIMPS OR SHARP BENDS SECURE TO CDIRG WITH [4y II a SMS TYP, `CEILING DIFFUSER OR REGISTER REFER TO SPECS. FOR MFR- # AND MDL- # DUCTWORK CONNECTION TO GRILLE NTS EXHAUST TUBE INLET SAMPLING TUBE DUCT WORK l Alfa FLOW REMOTE TESTING 18 go. CLIP [ SEISMIC RESTRAINT STATION CEILING Duct smoke detector {photo -cell type) Install per code Power source trensfamner REMOTE TESTING STATION (MOUNTED FLUSH TO CEILING) to FC-1 & 2 can:acta tar Tre alarm system DUCT SMOKE DETECTOR NIS 24 GA GALV SM ANGLE OR APPROVED STRAPPING SWAY BRACE (INSTALL FOR LARGER DUCTWORK PER CODE) 1 condensate drain -coordinate with plumb el Roof Roof Framing IJ SINGLE GANG SWITCH RING Min 1" hanger strap gaiv. or approved strapping Install per code & manufacturer's recommendations Min 2- #10 or2-1/2" lag bolts, screws Maximum distance In each support (typ). Fabric strapping between hangers - Refer shall be doubled before attaching, to mechanical code and Install per code, consistantwith roof duct manufacturer's structure installation guide. Ductwork DUCTWORK HANGING NTS wnfiknci"pyy FLEX DUCT SUPPORT ASPEN EQUIPMENT EC 1-7 MODEL p6500 C.F.M- 5300 @ .YSP MOTOR [�]a 208V 3PH 1 HP PUMP 2081230V-1 PH SHEAVE KIT S1 MOTOR M 165 PUMP PK62LA FLA @ 2081230V- 1 PH 7.0 LBS, 460 WITH BRAIN CONNECTION, FLASHING AND UNIT SUPPORT a' [1.2 m] SAG 1 Z' Per Foot [42 rnmlrrl] of Support Spacing FLEX DUCT SUPPORT PANASONIC CEF BATH ROOMS MDL. # FVI3VKM-2 GFM 126 CFM @ 14' SIP WATTS I (JOLTS 26.3W 120v-1P SONES .5 LBS. 38 SA Roof mounted HVAC unit Min 2- #10 or 2-112' lag bolts, screws in each grille support Unit Supports (typ) Install per code. Building framing consistent with roof structure = uD=I­-ullRA Duct size of size of supply rn 24 GA GALV SM ANGLE di h di h SEISMIC BRACE (AT EACH PLENUM) INSTALL SIDE AND FRQNTTQ PREVENT LATERAL AND UPWARD MOVEMENT Return Alf Confirm dlstanae Ductworlt with Archltecr and 24x24 RG 0 related trades hdlam or 2nx � o supply vinrnon a1r �� o� a cunarrn °fig` wim Gc a date tr d. HVAC AIR DISTRIBUTION,,,, 3" XN'x114' Angle 112' NUT W1 LOCKING NUT 2 #10 SCREWS TRUSS OR LAG BOLTS 112' ALL THREAD Rypl ROD MAX, 4FT, O.C. [PER CODE] SWAY BRACE 2" HANGER STRAP (PER CODE) OR ANGLE RING EXPOSED DUCT SPIRAL DUCT SUPPORTNr, Support Before & After Sharp Bends FLEX DUCT SUPPORT 3 TON CARRIER EQUIPMENT AC 1 - 7 HEAT PUMP 50VT-C36-5 BTUH HEAT 34400 HSPF 8.0 BLOWER HP 1/2 HP C.F.M. 1200 BTUH OUT (cool) 34200 MCA @ 2081230V- 3PH 18.2 FLA @ 2081230V- 3PH 15.5 SEER 14.0 EER 11.5 LBS, 437 REFRIGERANT PURON R-410A THERMOSTAT PROGRAMMABLE PROVIDE UNIT WITH CURB AND OUTSIDE AIR DAMPER A/C UNIT CLEARANCE Allow 3 0 " clearance to service side of unit, 48"above unit, 36" on one side and 24" on the remaining sides.12" on side of ductwork Allow 24" between units or to meet code (which ever is more) PACKAGE UNIT CLEARANCE NOTES 1,T1 LOW VOLTAGE AS I I o REQUIRFD ICI I SPADE TERMINAL CONNECTION ,CONTROL PANEL AIR CONDITIONING UNIT INSTALL I I THERMOSTAT& WIRING PER RODE C--COMMON G-FAN Y1--COOUNG YTTI W1-HEATING JUMPER RH RC C G Yl W1 B O W2 Y2 0,--REVERSING VALVE HEAT (It required) WIRE O-REVERSING VALVE COOL IVrequlredl Y2--SEC ONO STAGE COOL i1f regWred} OKIIT LE1.EGRICAIr. T W2-SECOND STAGE HEATING f4 requlmdi THI M KTAT RH-24VOLT SUPPLY HEAT lase P1. fa kx:w J RD--. 24vol.T suPPLr COOL THERMOSTAT WIRING NTS R-8 FLEX DUCT HVAC SYMBOLS ROOF MOUNTED PACKAGE HEAT PUMP CEF 12 CEILING EXHAUST GRILL CEILING SUPPLY AIR DIFFUSER HARD COUNG ® CEILING SUPPLY AIR DIFFUSER T BAR CEILING ZCEILING RETURN AIR REGISTER T BAR CEILING i SUPPLY DUCTWORK RETURN DUCTWORK CD PROGRAMMABLE THERMOSTAT Q5 DUCT SMOKE DETECTOR @ OUTSIDE AIR CONFIRM LOCATION WITH ALL RELATED TRADES HVAC NOTES: 1. ■ The drawings are diagrammatic and do not release the contractor from the responsibility of installing the HVAC systems per code requirements, free from defects and in excellent working condition. Installation shall be done by skilled workman, trained for the work performed. 2. ■ Verify all dimensions and existing conditions at job site prior to fabrication and installation of material. 3, r Establish with Architect's approval final location of all equipment, ductwork, etc. Units shall be installed in equipment area as indicated on the plans. Coordinate with general contractor. 4. • Equipment shall be installed per code requirements and per manufacturers recommendations. A/C units are existing. Clean & service units before final. 5. • Duct sizes are net inside dimensions. Increase duct size where internal duct insulation is required. fi. + All work shall conform to the state and local code requirements. 7. ■ Verify at the job site the exact location of the structural members such as beams, columns, etc., prior to location equipment, ductwork and grilles. Coordinate with related contractors prior to installation. 8. • All HVAC equipment shall be approved prior to installation by nationally recognized standards and evidenced by the listing and labeling of an approved agency (CMC 302.1), A/C units are existing. Clean & service units before final. 9. ■ When more then one HVAC unit is installed in a building, each unit shall be permanently labeled to indicate the area or space served by each unit (CMC 303.6) 10- ■ Furnish & install refrigerant piping per code requirements and manufacturers recommendations. Protect the piping from any damage. 11. w Exhaust termination's shall take into consideration it's location to openings into buildings and to air intakes. 12. 0 Equipment and it's prefabricated curb shall be installed so that the height complies with screening requirements. 13- ■ All thermostats shall be electronic programmable type 7 day. Install low voltage wiring as required. 14- • Locate thermostats per code and as directed by the architect for best system efficiency. 15- ■ Seal all ductwork as required to comply with Title 24 requirements. The ductwork shall be installed per manufacturer's recommendations. 18. ■ Flex ductwork and fasteners shall be U.L. 181 approved and be installed without shape bends or crimps. Use minimum 2" wide hanger strap. 17- ■ Metal fittings plenums and boxes shall be sealed and insulated properly. 18- • Sidewall registers and grills shall be Air Guide series LID (or equal). Suppies shall have ❑BD. 19. ■ Ceiling diffusers for T-Bar shall be Air Guide #LC❑ series 4 way with OBD or equivalent T-Bar grille. 20. • Ceiling diffusers for hard ceiling shall be Air Guide curved blade series 4 way with OBD 21. • Return air grilles shall be Air Guide #RA series (to fit t-bar as required). 22. 0 The HVAC contractor shall provide low voltage wiring as required for each package system per manufacturers recommendations. 23. ■ Upon completion of the project, the mechanical contractor shall balance the air flow at each register and grille, test operation of the equipment and install new filters. 24. ■ All mechanical equipment shall operate free of any objectionable noise or vibration. 25, • Coordinate location of the condensate drain with plumbing contractor. Pipe primary condensate to an approved receptacle. 26. • Coordinate high voltage wiring with the electrical contractor. The electrical contractor shall provide line voltage wiring, high and low voltage conduit, disconnect switches, fuses, etc. for HVAC equipment. 27. r As required by local codes, the mechanical contractor shall provide state approved fire dampers or smokelfire dampers where required for penetrations through fire rated walls. floors and ceilings. 28. r The general contractor shall provide framing required for the installation of the HVAC system. It is the responsibility of the mechanical contractor to lay out the openings, platforms, curbs, etc. for the framer. 29, 0 Duct smoke detectors are required for air moving systems in excess of 2000 cfm and be mounted in the supply plenum as required by the code. An air moving system is a system designed to provide heating, cooling or ventilation in which one or more air handling units are used to supply air to a common space or to draw air from a common plenum or space. Total CFM of all systems. 30. r Disconnect switches shall be provided for all HVAC units (CMC 308.0). Show required working clearance to disconnect per (C EC 110-26a) (see electrical drawings). 31. *Provide receptacle for service and maintenance within 25' of mechanical equipment (CMC 308.0) (see electrical drawings), 32. • Provide hoes bib on roof for maintenance to the equipment. 33- * Appliances designed to be fixed in position shall be securely fastened in place (CMC 303.4) 34- + Install outside air ductwork from each unit to a roof jack with insect screen, outside air shall be filtered. 35. • Install a manual volume damper at each unit to balance the outside air intake. 36- ! Exhaust vents through the roof jacks or wall louvers shall be a minimum of 10' from any openable door, window or outside air intake vent. 37- • At the time of rough installation or during storage on the construction site and until the final startup of the heating and air conditioning equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other material acceptable to the enforcement agency to reduce the amount of dust or debris which may collect in the system (2016 CALGreen #4.504.3) 38. • HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a minimum efficiency reporting value (MERV) of 8, based on Ashrae 52.1-1992. Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. (2016 CGBSC 5.504.1.3). 39. • Clean filters shall be installed upon building oppupancy of a minimum of MERV 8 (2016 CGBSC 5.504.5.3). 40. • HVAC installers shall be trained and certified. Approval by enforcement agency (2016 CGBSC 702.1). 41. a HVAC system shall be balanced in accordance to standards provided by the Testing, Adjusting and Balancing Bureau National Standards, the NEEB Procedural Standards or the Air Balance Council National Standards or as approved by the building official (2016 CGBSC 5.410.4.3 & 5.410.4.3.1). 42. ■ Provide HVAC operating and maintenance manuals. Instruct owner about the maintence and care required for the HVAC system (2016 CGBSC 5.410.2.5.1). 43. ■ Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1203 (ventilation) and chapter 14 (exterior walls). For additional measures not applicable to low rise nonresidential occupancies, see section 5.407.2 of this code (2016 CGBSC 5.505.1). 44- • For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of section 121 (requirements for ventilation) of the California Energy Cade, CCR, Title 24, Part 2, or the applicable local code, whichever is more stringent, and division 1 chapter 4 of CCR, title 8 (2016 CGBSC 5.506.1). 45- ■ For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilator controls shall be specified and installed in accordance with the requirements of the 2016 California Energy Code, section 120(c)(4) (2013 CGBSC 5.506.2). 46- • Installation of HVAC, refrigeration and fire suppression equipment shall comply with section 5.508.1.1 and 5.505.1.2 5.508.1.1 Chlorofluorocarbons (CFC's) Install HVAC, refrigeration and fire suppression equipment that does not contain CFC's 5.508.1.1 Halons Install HVAC, refrigeration and fire suppression equipment that does not contain Halons, (2016 CGBSC 5.508.1). 1 47- • The duct systems shall be installed per code requirements. The ductwork shall be metal, insulated with R-8 duct wrap, with a maximum of 5' of R-8 flex ductwork at the register connection. HVAC NOTES, DETAILS & SCHEDULES PLAN SCALE AS NOTED GoodWay Design and Drafting 41-625 ECLECTIC ST.. SMITE M-7, PALM DESERT, CA 92260 Ramon Gutierrez (760)485-70031 ramongwd@gmail.com Adolfo Gutierrez (760)898-82101 adolfogwd@gmail. corn WENDELL W. VEITH A R C H I T E C T WNSA =0t A Design and Title 24, Inc- 74-818 VELIE WAY, STE 8 PALM DESERT, CA 92260 (760) 200-4780 www.scattdesi nandtitle24.cam 5/14/20 revision 8/29/19 plan check 1. 07/22/19 FIRE /BLDG. DEPT. CORR. NO. DATE REVISIONS PROJECT: AN INDUSTRIAL BUILDING FOR; 75051 SEGO LN. PALM DESERT, CA. 92211 TITLE HVAC NOTES, DETAILS & SCHEDULE PLAN BUILDING 1 DATE AUG. 2019 DRN. BY A_G_ SCALE AS NOTED PPROVE NO. C5297 HEN. 11.311.21 C n LJ SHEET No M2 BLDG 1 OF: Project Name: Russell Lane -Bldg I NRCC-PRF-01-E Page 1 of 24 Project Address- 42275 Green Way Pain Desert 92221 Caleuratio n Date/Time: 10:03, Thu, May 14, 2020 Compliance Scope: NewComplete Input File Name: Russell Lane -Bldg 1-Ramon-19xihd Ifix A. PROJECT GENERAL INFORMATION 1- Pmject Location (ctyj rya n- Desert 8. Standards Version Compliance2016 2- CATpCode 52211 9. ComprianceSoftware (version) EnergyPro7.2 3. Climate Zone '15 ID- Wearher F-le PALM SPRINGS-INTL 722866 Ci2C10.epw 4. Total CondrionedFloor Area in Scope 4,438ft, il. Building Orientation (deg) IS) 180 deg S. Tote Unconditioned Floor Area 45461t` 12. Permitted Scope of Work Newcomplete 6, Total 6 of Stories [Habitable Above Grade} 1 13 Building Typ J Nonresidential 7. 1 Total 8 of dwelling units 10 114 1 Gas Type INaturalGas IL COMPLIANCE RESULTS FOR PERFORMANCE COMPONENTS (Annual TDV Enemy Use, k6tu/ft %yr) § 140.1 BUILDING COMPLIES 1. Energy Component 2, Standard Design (TDV) 3. Proposed Design (TDV) 4. Compliance Margin IT" S. Percent Better than Standard Space Heating 43F 8.45 -4.09 �33.8"f4 Space Cooling L57.15 140.47 16.1% 10.6% Irrloor Fans L31.73 58.64 $3.09 47.5% Heat Rejection - - - - Pumps & Misc - - -- Domestic Hot Water 3.62 7.09 .3.46 -95.6% Indoor Lighting 41.28 25.16 :6.12 39,1% COMPLIANCE TOTAL 31&I4 239.80 78-34 24.6% Receptacle 10EL75 106.75 0-0 0.0% Process - - Other Ltg - Proms Molars - TOTAL 424,89 346.55 78.3 10,41% CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Vent on: NRCC-PRF-0l-E-06262019-5583 Report Generated at 2020-05-14 M134:58 Project Name: Russell Lane -Bldg 1 NRCC-PRF-OL-E Page 5 of 24 Project Address: 42275 Green Way Palm Desert 92211 Calculat on Date/Time: 10:03, Thu, May 14, 2020 Compliance Scope: NewComplete Input File Name: Russell Lane -Bldg 1- Rama n•19.cihd1& H. CERTIFICATE OF INSTALLATION, CERTIFICATE OFACCE"AN CE &CERTIFICATE OF VERIFICATION SUMMARY INRCIJNRCAJNRCVJ - Documentation Author to indicate which Certificates must he submitted for the features to be recognised for compliance tRetain copies and verify farms are completed and signed to post in field for Field Inspector to Vertfyl. See Tables G. and H. in MCH and LTI Details Sections for Acceptan ce Tests and Forms by equipment. Confirmed Building Component Camp" rorma (required for avbrn ball Pacer rail Envelope ®NRCI-EW0l-E- For a11WIIdings ❑ ❑ ® NRCA-ENV-02-F- NFRC label verification forienestration ❑ ❑ fJecna^ :Al ® NRCI-MCH-01-E - For all bulUngs with Mechanical Systems ❑ ❑ ® INRCA-MCH-02-A-Outdoor Air ❑ ❑ ® NRCA-MCW0,3-A-Constant Volume Single ZoneHVAC ❑ ❑ ❑ NFICArMC1+D4H- Air Dist ribution0uctLeakage ❑ ❑ ❑ NRCA-MCFFU5-A- Air Economzer Controls ❑ ❑ ❑ NRCA-MCH-OSA- Verna ndcontrol Ventilation ❑ ❑ ❑ NRCA-MCH-07-A - Supply Fan VaFie bie Flow Controls ❑ ❑ ❑ NRCA-MCH-08-A- Valve Leakage Test L! L7 ❑ NRCA-MCH-09-A- Supply Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-10-A- Hydronlc.System Variable How Controls ❑ ❑ ❑ NRCA-MC11-11-A-Auto Demand Shed Controls ❑ ❑ ❑ NRCA-MCH-12-A- Packaged Direct Uparrsion Units ❑ ❑ NRCA-MCW13-A- Air Handling Units and Zane Terminal Units ❑ L) ❑ NRCA-MCH-14-A- Distributed Energy Storage ❑ ❑ ❑ NRCA-MCH-3.5-A- Thermal Energy Storage ❑ ❑ ❑ NRC.ArMCW16-A-SupplyAlrTerrpReset Controls ❑ ❑ ❑ NRCA-MCW17-A-Condensate Water Temp Reset Controls ❑ ❑ ❑ NRCA-MCH-18-A- Energy Management Controls Systems LN❑ ❑ ❑ NRCV-11ACH-04+1- Duct Leakage Test ❑ ❑ CABulid irig fnergyEft ency5tandards-2016NonresidentlalCompliance "mVersion:NRCc-PRF-01-E06262019-5583 Report Generated at: 202[i-O.r1410A4:58 Project Name: Russell Lane Bidg 1 NRCC-PRF-01-E Page 9 0°24 Project address: 42215 Green Way Palm Desert 92211 Calculation uate/Time: 10:93, Thu, May 14. 2020 Compliance Scope: NewComplete Input File Name: Russell Lane -Bldg l-Ramon-19.cibdI6x L. ROOFING PRODUCT SUMMARY I § 140A Confirmed 1. 2. 3. 4- S. 6. 7. PraductType Product Density (lb/ft) Aged Solar Reflertanre Thermal Fmfttanee SRI [ad RaaF Credit Roofing Product FleuripSinn 91 - .. R 30 Roar W/ R 98 5.321 0.Ge 0.7S NA No NA ❑ ❑ R-9 on Roof29 3,554 0.08 0.75 NA Na NA ❑ ❑ M. HVAC SYSTEM SUMMARY (see NRCC-PRF-MCH-DETAILS for more information) § IiD-1 / § 110-2 DN SV,[am Eq ul prrent = (Fin & ECona miter info included below in Table N) Confvmed 1. 2. 3. 4. S. 6. 7. 8. 9. 10- 11. System Type TvWI Healing ''� Fiat 5upp }Icsrt Total Coaling Efficiency Acceptance Testing m q Equip Name Equip Type [Simple 'OF Qty Output SDunce4Y/N} Output Output Required? NNI '^ Complex 3J {kBtu/hj (k8tuht {kBtu/h] Cooling Heating AC -A 62HP (Packaged3Phasel Simple l 30 No 0 30 SEER-14-;10 /EER-11.70 HSPF_&O0 yE N ❑ ❑ AC6 52FiP Simple _ 30 No ❑ 30 SEER-14.D0 HSAF-8.D0 Vas N El ❑ (Packaged 3Phase l 1 EER-11.70 AC -L SIHP (Pa[keged3PFlasel Simple 1 30 No 0 30 SEER-14.00 /EER-11.70 HSPF-8.00 yes N ❑ ❑ AC -D 52HP Simple 1 30 No ❑ 30 SEER-10 HSPF_&00 Yes N ❑ ❑ (Packaged3Phasel 1 EER-11.71.7D AC -E SZHP SI•,iple 1 30 No 0 30 SEER-14.00 HSPF-8.00 Yes N ❑ ❑ (Parkaged3Phase) 1 EER-1 L7D AC •F BHP Simple 1 30 No 0 30 SEER-14.D0 HSPF-800 Yes N ❑ ❑ (Pscicaged3Phase) /EER-11.70 AL -G SZHP Simple 1 30 No 0 30 SEER-14.00 HSPr__&DO yes N ❑ q (Packaged 3Phasej / EER-11.70 r Dry Tysrrn a>♦u9+nrnr inrA,per Tiunepn; r+rhonrrnny un?s. fM ❑limps., r[[ -Ample 5in- mrm mmprrre NRCI-Cra-03-F eemmlffierin9 aesian mnew fool r Cp pk. Systems mrvr ­wY NSCC-00-09f canmau -g deign re.i- f- AA a..+rm e,F Mkh ono __r eem ore npplitnpr. R ­,W in ryRCT•PRF•M1rCN•aFTAIiF s SE-: h-N-,,A-Aaer .f-frls q CA Build ng Energy Eff Idency Standards- 2016 Nonresidential Cemptianee Report Version: NRCC-0RF-01-E-M62019-5593 Report Generated at: 2020-05-1410:04:58 Project Name: lcroseli Lane-Rldg 1 NRCC-PRF-01-E Page 2 of 24 Project Address: JiNewCorrialete 42275 Green Way Palm Desert 92211 Calculation Date/Time: 10:03, Thu, May 14, Z029 Compl-ante Scope: Input File Name: Russell Lane -Bldg Z-Ramon-19.cibdl6x C. PRIORITY PLAN CHECK/ INSPECTION ITEMS (in order of highe5tto lowest TDV energy s. "ngs) L•t Irdoor Fans; Check envelope and mechanical Complrance Margin By Fnergy Companion I jfiom Table Irid" Farts Space Cooling Indoor Lighting HMI f4�ei0rJ1[N1 Pumps & Misc- Domestic Hot Water Space Ffeating 8 rolunm 4) III II Energy Credo ,h end Space Coaling: Check envelope end mechan lcal 3rd indoor lighting: Check righting 4th Heat Rejection: Check envelope and mechanical SO Pumps& MIS C.: Check rhechanlcal 6In Domestic Hot Water: Check mechanical 7ti1 space Heating: Check envelope and mechanical D. EXCEPTIONAL CONDITIONS mis project uses the SimplrFed Geometry Performance Model rig Approach which is not capable of modeling daylighting cunt rols and assumes the prescriptive Secondary Daylit Corr"( +equirements. are met PRESCRIPTIVE COMPLIANCE documentation [form NRCC-LTI-024} for the requirements of sectlan 140.6jdj Automatic Daylighting Controls In Secondary Dayht Zoneg is equired. Fhis project Inrlu des Domestic Hot Water in the analysis- Please verify that Domestic Hot Water is Included In the design for the permitted scrape of work, E. HERS VERIFICATION rhis Section Does Not Apply �. ADDITIONAL REMARKS None provided CA Building Energy Efficlency Standards- 2016 N on resi dentla I Compliance Report Version: NRCC-PRF-01-0-06262019-5583 Report Generated at: 2020,05-1410:04:58 Project Name: Russell Lane -Bldg 1 NRCC-PRF-Ol-F Page 6 of 24 Project Address: 42275 Green Way Palm Desert 92211 Calculation Darefrime: 10!03, Thu, May 14, 202D Compliance SCnpe: Nexcorrplete Input File Name: I Russell Lane -Bldg 1-Ramon,19.cibdi6x H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY tNRCl/NRCAiNRCV] - Documentation Author to indicate which Certificates must he submitted for the features to he 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 LTl Details Sect ians for Acceptance Tests and forms by equipment. Confirmed Building Component Canphari a Forms frevuBrdlor subrulttulj Pass Fail FlumO,ng ® NRCI-pL6-01-E - For all buildings with Plumb; rig Systems ❑ ❑ ❑ NRCI-PLB-02-E- required on central systems in high-rise residential, hatel/mitel application. ❑ ❑ ❑ NRCI-PUR-03-E-Sirig le dwe9ing un tsystemsin high-rrse residential, hotel/motel appltmtion. ❑ ❑ ❑ NRG-PLB-21{ - HERS verifled central systems In high-rise resideM6al, hotel/motel appliratlon. ❑I ❑ ❑ NRCF-PL8-22-£ - HERSverrfled single dwelling unit systems In high rise residential, hotel motet appfimtion. N ❑ ❑ NRCV-PLO-21-H- HERSverified central systems rn high-iseresidential, hotelfmotel apptication, ❑ ❑ ❑ NRCI-PIS-22-H- HERS verrfied single dwellirig unitsystems inhigh-rise re5identia1,ho-.ei/moteIappFcation. D ❑ ❑ NRCI-ST"I-E - Any solar water heating El ❑ Indoor Lighting❑ ®NRCI-LTI.Ol-E- For ail buildings D ❑ ❑ NRCI-LTI-02-E - Lighting control system, or for an Energy Manage men i Control System (EMCSI ❑ ❑ ❑ N RCI-LTI -03-E - Line -voltage crack light: rig integral current limiter, or far a supptementuy overcurrent protection panel used to energize only line -voltage track light Irig ❑ ❑ ❑ NRCI-LTI-04-E - Two Interlocked systems servlrig an audttorlurn, a convent;on center a conference room, or a theater [ ❑ NRCI-LTI-05-E - Lighting Cc rdrol Credit Power Adjustment Factor [RAF) ❑ ❑ ❑ NRCI-LTI-06-E - Additional Wattage installed Ina vl oleo 4o nfere'icfrg studio ❑ ❑ ® NRUATF-02-A-DccupancysensanardautomalictimeswitchcanVols. ❑ ❑ R NRCA-LTW3-A - Automatic daylrghtfng controls ❑ ❑ ❑ NRrA-01-0d-A-Demand responsive lighting controls ❑ ❑ Outdoor Lighting ❑NRCI-LTO-01-E- Outdoor Lighting ❑ ❑ ❑ NRO-LTO-W-E-EMCSLighting Eontrolsystem ❑ ❑ ❑ NRCA-LTO-02-A- Curd oor Lighting Control ❑ ❑ Sign Lighting ❑ NFICF-CS-01-f-Sgn Lighting ❑ ❑ Electdca1 ❑NRCI-€LC-01-E- Electrical Power D6NI;uti on ❑ ❑ Photovoltaic ❑ NRCI-SPV-01-E PhotawltaicSystems ❑ ❑ CA Bulidirig Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PFt"I-E06262019-5553 Report Generated at: 2020-05-1410:04:58 Project Name- Russell Lane -Bldg 1 NRCC-PRF-01-F Page 10 of 24 Praject Address- 42275 Green Way Palm Desert92211 Calculation DateJTime: 10:03, Thu, May 14, 2020 Compliance Scope: NevXomplete Input File Name: Russell Lane -Bldg 1-Ramon-19Abdlbx Wet Sytelri LgwPotent Pr,.: m Confirmed 12- 19- 14. 1S- 36, 17. Is. 19. 20, 21. 22. 23. 24, Equip Name Equip Type Qty Vol (gal) Rated Capacity (k8tu/hl Effciency Standby Loss Tank Ext- R Value(Y1N} Qty GPM HP VSD . a Eemw EX2412MZ Instantaneous 1 1-01) B EF:O-99 SBLF: NA NA vA No N 00 Eerrex EX2412M2 2 Instantaneous 1 LOD B EF: 0.99 SBLF: NA NA NA No N ❑ ❑ Eemax EX2412M2 3 Instantaneous 1 Im a EF: 0,99 SBLF: NA NA NA No N ❑ ❑ Eemm EX2412M24 instantaneous 1 1.00 a EF: 0,99 SBLF: NA NA NA No N ❑ ❑ Eemax EX2412M2 5 Instantaneous 1 LOD B EF: 0,99 SBLF: NA NA NA No N ❑ ❑ Eamax EX2412M2 6 Instantaneous 1 1.00 8 EF- 0.99 SRLF: NA NA NA No N ❑ ❑ Eemax EX2412M2 7 Instantaneous 1 Im a FF., 0.99 SBLF. NA NA NA Na N ❑ ❑ rwrrsr r eel,Rlpl,Ids:wae�muesep�wvmivrrxwmrraenes.Rs. grrrru s- f+- Hra, A- Agpntr E- ryrsmq 01%nepanry he.tween modeled and designed "iIpmenr kiting? (if "Yes", see Table F "Additional Remarks" For an explanation) No N. ECONOMIZER & FAN SYSTEMS SUMMARY' § 140.4 Confirmed 1. L 3. 4. S. Egrrlp Name neds;rle Air Supply Fan Return Fan Econwntoer Type Of present) CFNI CFM HP SHP T� Ouch WC) Control CFM HP BHP TSP (inch WC) COFArd AC -A 95 2000 0.300 0.300 0.95 Cansti rdVolume NA NA NA NA NA NoEconamizer ❑ ❑ AC-8 95 Iwo D.300 ❑.300 0.95, CanStantValumie NA NA NA NA NA N[rECananll2er ❑ ❑ ,AC{ 95 11300 0.300 a.3W 0.95 ernstantValumre NA NA NA NA NA NoEconarriner ❑ ❑ Air _D 35 j 10W 0.300 0.300 0.95 Constantvolume NA NA NA NA NA NoEconornLvy ❑ ❑ AL-E Bi 1LL'0 0.M0 0..300 0.95 Constar•tVolurne NA NA NA NA NA Nofcanomizer ❑ ❑ AC 95 LOCO 0.300 0.300 0.95 Constantvolume. NA NA NA NIA NA NaEconaln re- ❑ ❑ AC-0 95 1C00 0.300 0.30D 0.95 Coristantvolurree NA NA NA NA NA NOELoIQ•rlller ❑ ❑ Mvnnn.rn, .pnr•'?r., r- rn.ru n-,�n5 ,^1 ertrRusr fin- .re .nn,+rrrt,n i'e +lF,-f R�-a+f�frr ,•-S �M++, . CA Bullring Energy EJfioency Standards- 2016 Nonresidential Compliance Report Verslon: NRCC-PRF-0I-E-06262019-SM3 Report Generated at: 2020-M-1410:04:58 Project Name: Russell Lane -Bldg 1 NRCCPRF-01-E Page 3 of 24 Project Address: 42275 Green Way Palm Desert 92211 01117ufit ipn A'aWTRro 10:03, Thu, Maly14.2.020 Compliance Scope: lNewcompiete input FRe Name: Russell Lary-Eildg 1-Rarrwn-19.cibdl6x U. COMPLANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY k entrfy wiurh ouoi.Itng corrrporrrrrts use tine performance or pre5afptswpatfr for cAmpiianre_ `,VA'= not in prtyert For components that utfllre ffre performance path, indicate theshretnoreber thrrtincludesinandQloryvars an plans. Building c0U 11--1et Complhance Path Compliancy Forms jtequhed jarsuboA14 Location of Mandatory Notes on Plan, E; „r..l:.�� ® Performance NRCC-PRF-EN+RDETAILS I section at the NRCC-PRF-014.} ❑ Prescriptive NRCC-ENV-01102 / 03 / 04 / CIS j9B-E ❑ NA Mecrianiral ® Performance NRCC-PRF-ACH#TAILS Isection of the NRCC-PHIF- 01-g ❑ Pre5criptr.re NRCC-MCH-01 /02/03104105 1 CO/07-E ❑ NA Domestic Hot Water ® Performance NRCC-PRF-PLB-DETAILS (section oft he NRCG7RF-01-E) ❑ Prescriptive NRCC-PL&01-E ❑ NA Lghti ng (indoor con litio ned) ® Performance NRCC-PRF-LTI-DETAILS [sel: ianoftfiB NRC*Mf I1-4J ❑ PrP_si7iptive NRCC-LTI-01 / 02 /(131 04/05-F ❑ NA Covered Process: Cbmmerclal Kiitchenis ❑ Performance 52 {section of the NRCC-PRF-01--F) ❑ Prescriptive NRCC-0RC-01/ 03-E ® NA Covered Process: CorlputerRoorns ❑ Performance S3{section of"NRCC-PRF-01-El ❑ Prescrlot:•:e NRCC-0RC-01/D4-E ® NA Covered Process: Laboratory Exhaust ❑ Performance S4 {section of the NRCC-PItF-oI-F) ❑ Prescriptive NRCC-PRC-OlI09-E ® NA CASulldlrig Energy Efftclency Standards- 2016 Nonresldentlal Corn pllance Report Verslon: h&LC-0RF-G1-E-062670I9-5583 Report Generated at: 2020-05-14 10:04:58 Project Name: Russ@It Lan@ -Bldg 1 NRC&PRF-01-E Page 7 of 24 Project Address: 42273 Green Way Palm Desert 9771IL Calculation Date/Time: 10:03. Thu, May 14. 202D Campliancesmae: NewComplete Input File Name: Rus3e6 Lane -Bldg 1-Ramo,rl9.cind16x H. CERTIFICATE OF INSTALLATION, CERTIFICATE OF ACCEPTANCE & CERTIFICATE OF VERIFICATION SUMMARY (N RCl/N RCA/N Rcv) - 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 Tab as G. and H- in MCH and LTI Details Sections For Acceptance Tests and forms by equipment. Confirmed Bulldhngiompotent ComplanoeForms. lrequiredforsubrrnitfd) Pass Fail Covered Process ❑ NRCI-PRC• 31-E Covered Processes ❑ ❑ ❑ NRCA-P RC -GI- F Compressed AIT Systems ❑ ❑ ❑ NRChkPRC-C2-F-RitchenExhaust ❑ ❑ ❑ NRCA-PRC-03-F- Garage Exhaust ❑I ❑ ❑ NRCA-PRC-04-P-Refrigerated Warehouse-Ev'aporatorFanMotarControls ❑ ❑ ❑ NRCA-PRC-05-F- Refrigerated Warehouse- Evaporative Condenser Controls ❑I ❑ ❑ NRCA-PRE-06-F- Refrigerated warehouse- Air Cooled Condenser Controls ❑ ❑ ❑ NRC.4-PRC-07f- Refrigerated Warehouse- Variable Speed Compressor ❑ ❑ ❑ NRCA-PRC-0B-F- Electrical Resistance Underslab Heatrrig System ❑ ❑ I. ENVELOPE GENERAL INFORMATION (See NRCC-PRF-EN" MAILS For mere Information) 1. Total Conditioned Raw A- ee 4,438 ft` 5. NLimtier of Floors Above Grade I Confrrelr[ ! 2. Total Unconditioned f lour Area 6,54fi ft, 6. Number of floors Below Grade 0 3. Addition Conditioned Floor Afea 0 ft, N 4. Addition Unconditioned Floor Area a R' n w = 7. Opaque Surfaces & Odendati on 8. Total Gross surface Area 9- Total Fenestration Area 10- Window to wall Ratio North Wall L764 ft' 1,154 :t2 65.4% ❑ ❑ East Wal 1r491 fit 48 nt 03.2% ❑ CI South Walt 1,774 ft' a rt' 00.0% ❑ West Wall 1,491 f;1 46 *tr 03.2% ❑ 0 Total 6,51.0 W law N' 1 2% ❑ ❑ Roof 4,438 ft' 0 ft, 00.0% ❑ ❑ CA Building Energy Efficiency Standards- 2016 Nonresidential Complance Report Version: NRCC-0RF-Dl-E-06262619-SM3 Report Generated at: 202"5-1410:04:58 Project Name: Russ@11 lane -Bldg 1 NRCGPRF-DI-E I Page 11 of 24 Project Aridness: 42275 Green Way Palm Desert 92211 calculation Datetrime: 10:03, Thi4May 14, 2D20 CorPlianse Scope: NewCornpWe Input File Name: Russell Lane-Bklg 1-Ramos-19.c6d_6x O. EQUIPMENT CONTROLS I § 120.2 Confirmed 1. 2. 3. - Equip Name Equip Type Controls No DCV Controls No Economizer No Su pip IVAirTiemp.Cont rol AC A SZHF` No optimum 5tart No Evaporative Cooler No Heat Recovery No DCV Controls No Economiser AC P. SZHP No Su pp IV Air Temp. Control ❑ No Optimum Start No Evaporative Cooler No Heat Recovery No DCV Controls No EconOm$er Ar t. tLFiP No Su pp ly Air Temp. Control No Opt mum Start No Evaporative Cooler No Heat Recovery No DCV Controls No Economizer AC -0 57H13 No Supply AirTemp. Comml I J NOoptlmumstart -1 No Eaporative Cooler No Neat Recovery No DCV controls No Economizer AC -F SZIiP No Supply Air Temp. Coal:rel No Optimum Start-f No Evaporative Cooler No Heat Recovery No DCV Controls No Economiser AC -F 52HP No Su ppIVArTemp.Control ❑ L No optimum start No Evaporative Cooler No Hea: Recov?ry Project Name; RussaR Lana -Bldg 1 NRCGPRF-Ol-E Page 4 of 24 Project Address: 42275 Green Way Palm Desert 92211 Calculation Date/Time: 10:03, Thu, May 14, 2020 Compiianeescope: Newcomplece Input File Name: RU ssell Lane 13WE 1- Ramon- 19.cihdl6k G. COMPLIANCE PATH & CERTIFICATE OF COMPLIANCE SUMMARY The fallowing buiFcIfag components ore only eligible f v prescriptive compliance. irrdrcute which are The fotiowing building components may have mondalory regviremenfs per Part S. Indicate relevant to Lire prolecL whuii urn= relevant to the protect. Yes HA PFLSCdpttm Requirement Compllance Forms Yes NA Mandatory Requlrernerit Compliance forms lightindoar g iln Commissianr-,g: 6120.8 ❑ Uncarsditioned} §340,6 NRCC-LTI.Ol 102 / 03 104 / 05-E El Simple Systems NRCCLXR-01 / 02 103 / 05-E ❑ �,^ Canopies. systems NFCCCM-01 J 021 04105-E ❑ N Lightlrig (DutdoorI§140.7 NRCC-LTO-01/ 02103-E ❑ 0' El ,L: al: §30.5 NRCC-ELC-01-E ❑ ;� Light Fig (Sign) §140.8 NRCC-LT5-D1-E ❑ Z1 Solar Ready: hiIQ. 10 NRCC-SRA-01102-E Covered Process: 3 120. 6 NRCC-PRC-01-E ❑ Z ParkingGarage NRCC-PRE-02-E ❑ SolarTWrnalWater NRMSTH-01-F ❑ Z Comr.+eroaiRefrigeration NRCC-PRC-05-E Heating: §140-5 ❑ ® Warehouse Refrigeration NRCC-PRC-06/07/68•E Compressed Alf NRCC-PRC-IDE process Boilers NRCC-PRC-11-E CA Buliding Energy Efficiency Standards- 2016 Nonresldentlal Compliance Report Version: NRCC-PRE01-E-06262019-5553 Report Generated at 2020-05-1410:04:58 Project Name: Russell Lane -Bldg 1 NRCGPRF-01-E Page 8 at 24 Project Address: 42275 Green Way Palm llesert 97r11 Calculation Date/Time: io:03, Thu, May 14, 2o2o comptianeescope: Newcomplete Input File Name: Russell Lane -Bldg l-Ramon-19.cibdl6x J. FENESTRATION ASSEMBLY SUMMARY § 11C.6 Confirmed 1. 2. 3. 4. S. 6. 7. 8. 9, Fenestration Assern14 Name J Fenestration Type J product Type CorttNcatton Method1 Asserttbly Method Area W overall Overall Overall Le Tag or 1. D. J Frame Type U-fackw SHGC VT VerbcalFeneslraiior, Dual Metal Timed OperallleWindow NFRCRatod Manufactured 125D 0-43 0.39 G.50 N ❑ WA Lkyhlght Skylight FixedLLfndow NFRCnaterJ Manufactured 224 0.90 0,59 0,50 N ❑ ❑ N/A • Ak.rir Mrrpnep fenenrerlen rnpk aeye p eeriVJlea NrR[Laarr G_r f vaarme lr_ Cif derpe.ks� [peaty ip Tahfe 210 6-f. avd TeS,e 110 a 9. [en:c of dbn IA7G7.ph+es rn far die e,�MW, aerrme.nn pr:.'k menu) .via ere neeowr .k• ec+e Af. 419prnpa. 5mr-s,+re fenernvepn vac pre ep axe a.: rrcrv>-,mmmiaPa = hA6 mo am m a mafnQ- 2 Tru,ur H • NRx, A - Arrnrc; F- F-ulwy faking compliance credit for fenestration shading daiaesY UFF'W,now NIFWC-PRF-f1iLLF11TAFLS for more information} Nv K. OPAQUE SURFACE ASSEMBLY SUMMARY § 120.71 § 240.3 Confirmed 1. 2. 9. 4. S. 6. 7. 8. Surface Name s1r�T� Area (Pr2) Framing Type Cavity R-Vakne La-VAIUEus R-Value uFactor/ F-Factor Jt-Facror 6 M d c R-30 Roof W/ R-9B Rea e438 Wood 30 y U-factor: 0,029 N ❑ LI R-21 Walllo Ezt,erior'MIS 3MA Wood 21 NA LI-Factor; 0.069 N ❑ ❑ R-Ll Partition Wall15 Esteriormll 9468 Woad 11 NA U.Factor: 0.110 N ❑ ❑ R-19 Wall Partition18 Exiviranv"l IM4 Wood 19 NA U.Factor: 0.072 N ❑ ❑ R-21 WaM ErteFIRUWAI 1939 Wood 21 NA U-Factor: 0-069 N ❑ ❑ Slab On Grade25 undmyratmrfFlr® 1-0984 NA 0 NA F-Factor: 0.730 N ❑ ❑ R-9cc Roof29 Roof 6546 NA 0 9 0-Factor:0.095 N ❑ ❑ 8solidgrout34 Ea4erfaniNall 3136 NA 0 `[A U-rLactor:0.366 N ❑ ❑ '1.-N-Nor, A -After 9-9=._q CA Building Energy Efficiency Standards- 2016 Nomrevolential Compiance ReportVe[siwr. NRCC-0RF-01-E-06262019-55R3 Report Generated aC 2020-05-1410:04:58 Project Narne: slumell -fine-Bldg 1 NRCC.PRFD1-E Page 12 of 24 Project Address: 42VJ ,Grem Way Palm Desert92211 Calculation Date/TV19e: ItlrsyCmrpleLe 10:03, Thu. May 14, 2020 CcirrlphixneeScope: Input File Name: Russell Lane -Bldg 1-Raman l9.cibdAx O.EC;IIIFMENT COiNTROL$ 6lZ0.2 Confirmed t- 2. 3. 4 - E uIJPNamie Equip Type controls No DCV Controls No Economizer AC G Hp No Supply Air Temp. Control ❑ ElNo 0ptlFri urn Start No Evaporative Cooler No Heat Recovery DiMI-SH'Y4 Service Hot water, Primary On IV Hired Temperature Control, No DOC ❑ No Heat Recovery DF[L4r40 -SHIN PrimaryOn Service Hot Water, ty Hired Temperature Control, No DOG 0No El Heat Recovery OFhN6B - SfNY Service Ho[ Water, Primary Only Fixed Temperature Control, No CDC Fixed El El Heat Recovery ORWim- SHNV Service Hot Water, PrimaryOnly Fixed Temperature Control, No WC ❑ 10 No Heat Recovery Dd-MrJD9-IHW Service Hot Water, Primary Only � 7amperature Control, No ODC. ❑ ❑ No Heat Recovery D f1An37-sHnv Service Hot Wane, Primary, only Faxed Temperature Control, No DDC ❑ ❑ No Heat Recovery DMM155. -SHNr ServlCe Hot Water. Fit Imany Only Fired Temperature Control, No ODC ❑ ❑ No Heat Recovery P. SVSTE M DIS{RINUTION XMINATIY § 120.41 § 140,4{I} Dry System Disfiibufforr Confirmed T. 2. 3- 4, 5. G. riltjYP Na me Equip Type Duct Leakage ad Sealing Required per 140.401 Duct Leakage will be verged per NAL and NA2 Duns Status r - nsulation R-Value Location AC -A M211> No No 8.0 Unconditioned N ❑ ❑ AC-9 szHP No No 8.0 Unconditioned N ❑ ❑ AC -C VHP No No 8.0 Unconditioned N ❑ ❑ AC -D 5-HP No No &0 Uncondtoned N ❑ ❑ CA Buliding Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-0RF01-E05262019-9583 Report Generatec at: 2020-05-1.410:04:M CA 3uRdng Energy E3fideng5tancaNs- 2015 Man resi de ntla I Lomplinrim Report VerAon: NROC.-PRF-01-E-06262019-55M Report Generated at: 2OW-05- 1.4 10:04:58 TITLE 24 PLAN SCALE: NONE GoodWay Design and Drafting 41-625 ECLECTIC ST., SUITE M-11, PALM DESERT- CA 92260 Ramon Gutierrez (760)485-7003 1 ramongwd@gmail.com Adolfo Gutierrez (760)898-82101 adolfogwd a@gmail.com WENDELL W. VEITH A R C H I T E C T Design and Title 24, Inc. 74-818 VELIE WAY, STE 8 PALM DESERT, CA 92260 (760) 200-4780 www.scottdesi nandtitle24.com 5/14/20 revision 8/29/19 plan check 1. 07/22/19 FIRE /BLDG. DEPT. CORR. NO. DATE REVISIONS I ial0i�ffTINIiNIDOPIUM 03>>LtII�CH�i].� TITLE 75051 SEGO LN. PALM DESERT, CA. 92211 TITLE 24 BUILDING 1 DATE AUG. 201 DRN. BY A.G. SCALE w J AS NOTE [APPROVE] NO. C5297 PEN. 11.30•21 �C SHEET NO M3 BLDG. -1 OF: Project Name: Ru55ell Lane -Bldg 1 NRCC-PRF-01-E page 13 of 24 Project Address- 42275 Green Way Palm Desert 92211 Calculation Date/Time! 10:03, Thu, May 14, 2020 Compliance Scope; Ner+Coi:ulete Input File Name: Russell La'irBldg 1-Ramon-15,.c!Wl6x P. SYSTEM DISTRIBUTION SUMMARY § 120A/ § 140.4(I) ft System 1listrfr'bution Confirmed 1. 2. 3. 4. S. 6. rp Equipjrmp Equip Type Duct Leakage and sealing Required per 140.41ll Duct Leakage will be verified per NAl and NA2 DuLh, Status, Insulation R-Value Location AC -S sZHP No No 8.0 Unconditioned N ❑ ❑ AC-F SZHP INo No 6-0 Unconditioned N ❑ I ❑ AC-0 5ZHP I No No 8-0 Unconditioned N ❑ I ❑ Does the Project include zonal systems? (If -Yes", see NRCC-PRF-MCH-DETAILS for system Information] NO Does the Project Include a Solar Hot Water System? [if 'Yes", see NRC(-PRF-MC H-DETAILS For system infor mat ion) NO Muftilamily or Hoteil Motel C ocupancyi I-d Wes", see NRCC• PRFAICH.0ETAIL5 For DHW system information] No Q. iNDOOR CONDITIONED LIGHTING 13ENERAL INFO (see NRCC-PRF-LTi-DETAILS for more fnfal 140.6 Cnrmfirnred 1, 2. 3. 4. S. Otugsancy Type, Conditioned Floor Area Installed Lighting Power Lighting Control Credits Addfllonal (Custom] Allowance R - (ft') (Watts) (Watts) Area Category Footnotes Tailored Method I Watts) ❑ ❑ (Watts) Office lGreater than 250 4,438 3,C30 0 0 ❑ ❑ ❑ square feet in floor area) Building Totals: 4,438 1,00 0 0 II far Tp Wr Lae 6-c 'sea N9CCJ.r1-0d-E)t­.w.whnivCwp 3usrnn�,ry vvsn)nr er.:e�ng swss rer,.e,ee,s nnrmv�eee,n me eae;e CA Building Energy Efficien cy Standa rds- 2016 Non residential CompRan a Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: 2020-05-14110:04:58 Project Name: Russell Lane -Bldg 1 NRCC-PRF-Ol-E Page 17 of 24 Project Address: 42275 Green Way PaLm Desert 99-L, n l Calculation Date/rime- 10A3, Thu, May 14, 2020 Compliance Scope; NewComplete Input File Name: Russell Lane -Bldg 1-Ramon-19.crbdlGx NRCC-PRF-ENV-DETAILS -SECTION START - A. OPAQUE SURFACE ASSEMBLY DETAILS Confirmed 1. 1- & 4- >" Surface Name .slrfate Type. LTMdY4ntlon of Amemby layers Note& Buitta3 p roof, ng - 318 In, Cellufzm poNlsur:yarturate (unlaced) -11/2 n. R&EI R'M Roo` W+ R•98 Roof pFywco l- 1/2 in. ❑ ❑ Wnnd trimed nW,161n.00, 3.51n., R-30 Gypsum Beard- 1/2 In. Stucoo - 7/8 In. R-21 Wallic ExmnorWall Vapor permeable felt - 1/9 in. ❑ ❑ Wuo J 3ra med wall, 15n. CC, 5-Sin., R.21 Gypsum Boa rd-1/21n, Stu con - 7/8 in. R-11 Partition Walll6 Exte cirmil Vapor oermeablefeit -1/9 in. ❑ El Wood framed wall. IGun.00, 3,5in., R-11 Gypsum Boa rd -1/2 In. Stl=u - 7/8 in. R-19 Wall nartlnanl8 ExteriarlfVfadll Vapor pe rmeahle felt -1/8 in, ❑ ❑ Vrbod in med wall, 161 n. OC, SSin., F439 Gypsum Boa rd -112 in. Stumo - 718 In. 9-21 VM122 ExtenorWell Vapor p-i"able felt -1/8 in. ❑ Li framed wall, I&m OC, 5.5in., R-21 Gypsum Boa rd -112 in. Slab Type= Unheated.SlabOrvGrade 61ahOnGrade25 IPndergrnr.•,iT19 r Imulat"O"ntation=None ❑ ❑ irwkitdn R-Value = RD guilt -up roof) ng - 318 in. R-9 on Renf29 Roof Odlulw polyi5ocyan unate(u nfaced)- 11/2 in. R8.8 ❑ El PTSmaod - lf2 in. 8solidgrout34 Ex:eriarvyall Curntttha-Solid Gmut-1A5lh/ft3-gin. ❑ ❑ Air -CavaIcy-Uhl IWf lei l ing- A in, or more CA Building Energy Efficiency standards- 2015 NtVAt5 jitirmul cfimplC rim Roprid Witioh; NRCC-PRF-01-E-06262013-5583 Report Generated at; 2020-05-1410Oil: 58 Project Name: Russel lane -Bldg 1 NRCC-PRF-01-E Page 14 of 24 Project Address: 42275 Green Way Palm Desert 52211 Calculation Datejriime. 10:03, Thu, May 14. 202D Complianrx Smpe: NewComplete Input File Name: Russell Lane -Bldg 1•Rame n,lAmbdl6x R.INDOOR CONDITIONED UGHTINGSCHEDULE (Adapted from NRCC-LTI-01-E)' § 130.0 Lundnaire Schedule (Includes all permanent installed lighting in conditioned space, and pertahie lighting over 0.3 wlft' m Installed Watts [Conditioned) Confirmed Offlce5) Complete Luminaire Desimptlan Ii.e., How Wattage is Determined Named Item Tag all 3-tam flLlOn ascent troffer, F32T8, P per Watts r luminalre Total inai (ref tunninaires NmstAled Watts Past Fall CEC. Default According fe 0 ne dim mable electronic ha l last) from, NAB §130.0(cj IM LED 28 W LED 28 yes No 7 lYv J 1J 2%4 LED 37.4 W EED 37 Yes No 49 1,832 J U -+/INff 3gry er eeranrs were usedM ore ­1 9 oexrrma,e u+ii neex m mark arcrVwe farms for lummarc 3raeaxle demrB- $1. COVERED PROCESS SUMMARY- ENCLOSED PARKING GARAGES If 140.9 This Section Does Not Apply S2. COVERED PROCESS SUMMARY -COMMERCIAL KITCHENS § 140.9 This Section Does Not Ap n I V S3. COVERED PROCESS SUMMARY -COMPUTER ROOMS § 140.9 Tnis Sec bon Does Not Apply S4� COVERED PROCESS SUMMARY - LABORATORY EXHAUSTS § 140.9 This Section Does Not Apply T. UNMET LOAD HOURS n;5 SECti on Does Not Apply V. ENERGY USE SUMMARY Energy Component Standard Design Site [MINK] Proposed Design Site (Mwhj Margin jMWh) Standard Design Site (MBtu) Proposed Design Site (MBtu) Margin (141Btu) Saace Heating - 2.2 - 11.1 - - space Cooling 2L3 1a.8 2.5 Indoor Fans 22.5 11-8 10.7 - - - CA Building Energy Efficiency Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at 2020-05-1A 10104:58 Project Name: Russell Lane -Bldg 1 NRCC-PRF-01-E Page 18 of 24 Project Address: 42275 Green Way Palm Desert 52211 Calculation DAEeMme: 10:03, 7hLr, May 14, 202D Compliance Scope: Newcnmplete input Rue Name: Russell lane -Bldg t-Ramon-19.uhid 16x B. OVERHANG DETAILS [Adapted From N RCC- ENV-02-El Tn:S Sec Lion Does Not Apply C. OPAQUE DOOR SUMMARY Confirmed 1. 2, 3. 4. S. 6. 7. opaque LkwAssembly Name / Tag or I-D. Door Type Certification Method Operation Area Overall Li -fader statrtt' Pass Fail insulated Metal Door20 MetslUninsulatedSingleLayerOoor DefoultP Homnance Swinging 244 0.079 N ❑ ❑ GarageDoor37 Met3lUninstilated5ingiei_ayerRoilupOcar DetauitPerformanae NDr6winging 1372 L450 All ❑ ❑ -5s1a15. M NNv, R- 7tikrc0. E - Eemde NRCC-PRF-MCH-DETAILS -SECTION START- A- MECHANICAL VENTILATION AND REHEAT j4deptrdfrom 201SNRCC- MCH-M-E] Confirmed 1. DESIGN AIR FLOW 2. VENTILATEON (§ 120.1) b IQ m o a cm 'y x 3 0 x v 2 x A 2 r eCi� 1 ? 2 r n 0 CONDITIONED Q ^ 3 p 3 vZ v �� �= - ZONENWME �� r N i 3 a e a r o r r a 3= V x19 s c xcm v a >Q z x m x ''' r. 67 3 f E 143flceA A[-. -4 ],DDO NA 0-00 NA NA N Air -A fist 0.15 3-17 30.00 95 95 NA N N ❑ ❑ 3-0fi9oeB AC B 1,000 NA 0.00 NA NA N AC -B 634 5._5 3-17 3000 95 95 NA N N ❑ ❑ 5-office C AC -C -Low NA 0.00 NA NA N AC •C fist D._51 117 30,00 95 95 NA N N ❑ ❑ 7-0fflce D AC -D 1.000 NA 0.01) NA NA N AC -D 634 0.13 3-17 30,00 95 95 NA IN N ❑ ❑ 9.Offtce E AC -E LOW NA 0.00 NA NA N AIC -E 634 0.15 3-17 30.013 95 95 NA N N ❑ U 11-05ce F AC T 1,0W NA 0.00 NA NA N ACT WA 0.15 3.17 MOO 95 95 NA N N ❑ ❑ 13-01froe G AC-G 1,000 I NA 0.00 NA NA N AC G &M 0.15 3,17 30.00 95 9G NA N 0 ❑ U TOM 4,436 22,19 665 1 665 1 NA ❑ ❑ CA Building Energy Ef`iciency Standards- 2016 Non residentaI Compliance Report Version; 14RCC-PRF-01-E-96262019-5583 Report Generated at Z020-05-Id 1QO4;58 Project Name: Russell Lane -Bldg 1 NRCC-PRF-01-E Page 21 of 24 Prr,jpct Addrnss: 47275 Green Way Palm Desert 92711 Calr-u l al -inn Date/Timpi 10:03, Ihu, May 14, 2070 Compliance Scope: Newcomplete Input Tile Name: Russell Lane-Bk1g 1-Aa mon-19. ci bd 16x G. MECHANICAL HVAC ACCEPTANCE TESTS & FORMS {Adopted from, 2016-NRCC-MC'ff-01-Ef § RA4 Declaration of Required Acceprance certificates INRCAI - Acca prance Certlficares that may be submitted- (Retain copies and verify forms are oomplered and signed to past In field far Freed Inspector to verify). 3 3 3 3 3 3 9 3 r r 9 9 9 9 9 9 3 Test Description, n x n x n ¢x¢ = = n r n x n � n x 14 n 7!T x n x n 7[ n z n z n 7c Confirmed n a g a S c a 8 Le t 13 a `a c g a a o Ecuipment _ v R - v o 7 R n 12 Requiring If W2 v 3 c $ v Testing or units o n C o s o e x T 3 a u Verification x DHW40 - 1 - -- .. - - -- - - - - - -- - ❑ ❑ S11 W DH W63 - 1 ❑ ❑ Sfiw OHWB6- 1 ❑ ❑ SH w DHW109- I _ _ ❑ ❑ Sol W DHWI32- 1 -- .. -- .. .. ❑ ❑ Srlw DI IWt55- 1 -- .. - -- - - ❑ Sri W AC -A 1 k 1C - -- -- -- -. - - - - -- - - -- -- -- ❑ ❑ AC -B 1 k x -- - -- -- - -- - - - - - -- -- -- ❑ ❑ AC -C I k K -_ -- - -. .. .. .. ❑ ❑ AC-D 1 x k _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ❑ ❑ AC -E I x x .. .. .. .. _ .. .. .. ._ .. .. .. .. ❑ ❑ AC -F 1 k k __ _ _ _ __ _ _ _ _ _ _ __ __ _ _ ❑ ❑ AC -G 1 k x .. ._ .. _ _. - _ _ _ _ _ .. .. _ _ ❑ ❑ CA B-Bding Energy Efficiency Standards 2016 Nonresidential Compliance Report Version: NRCC PRF 0I E 06262019 5583 Report Generated at: 2020 05 14 10:04:58 Project Name: Ruse if tine -Bldg 1 NRCC-PRF-01-E Page 15 of 24 Project Address: 42275 Green Way Palm Desert 92211 Calculation DatejTme. 10;03, -hu, May 14, 202D Compliance Scope: NewComplete Input File Name: Russell Lane -Bldg 1•Ramon-19.dbd16x U. ENERGY USE SUMMARY Energy Component3N, Standard Design Site 1 Proposed Design site (Myyh] Margin (NLWh) Standard Design 51te (MBW) Prosed Design Site ps (MBtu) margin (MBtu) Heat Rejection - - - - - -- Pumps & Mfsc. - . - - .. .. DemeStic H,t Witter - 1.4 11.2 Indaorlightirig 7.5 4-6 29 - - COMPLIANCE TOTAL 51.3 38.8 1215 22.3 0.0 •• ReceAtade 19-0 14.0 0-0 - - - -- OtherL* -g- Process Motors - - -- - - - TOTAL 70.3 57,8 a's 1 22.3 0.0 -• CA Building Energy Effidenicy5tandords- 2D36 Nonresidential Compliance Report Version; NRCC-PRF-01-E-06262019-5583 Report Gen eratedat 2020-05-1410,04;58 Project Name: Russell La ne•Bldg 1 NRCC-PRF-01-E Page 19 of 24 Project Address: 42275 Green Way Palm Desert 92211 Calculation Date/Time: 10:03, Thu, May 14, 2020 Compliance Scope: Newcomplete Input File Name: Russell Lane-Skfg 1-R3mon-19mlacil& B. ZONAL SYSTEM AND TERMINAL UNIT SUMMARY § 140.4 L 2. 3. 4. S. 5. 7. a. Confirmed System ID System Type City Raked Capacity (kttluh) Ecorwolzer Zone Norm Airflow Irtml Fan Hearing Coding Design Min. Ratio BHP Cycles Mutim 1-oF mA-Trm Uncontrolled i NA NA NA 1-0ffceA low NA 0-00 NA NA ❑ ❑ ❑ 3-OfficeB-Trm uncontrolled t NA NA NA 3-0fFlce8 1000 NA 0-00 NA NA ❑ ❑ ❑ 5-Dff-ce C-Tom Uncontrolled I NA NA NA 5.OffireC low NA 0-00 NA NA ❑ ❑ ❑ 7-0ffwe D-Trm Uncontrolled 1 NA NA NA 7-Offlce D 1000 NA 0.00 NA NA ❑ ❑ ❑ 9-oMce ETrm Uncontrolled I NA NA NA 9-Office E 1000 NA 0.00 NA NA ❑ ❑ Cl 11-01rice F-Trm Uncontrolled I NA NA NA LL-OYice F 1❑00 NA ❑.00 4A_NL ❑ ❑ El13-0fficeG-Trm Llncontrollen I NA NA NA 13-MlceG 1000 NA 0A0 NA ❑ ❑ ❑ C. EXHAUST FAN SUMMARY -n s Section Dees Not Apply D. DHW EQUIPMENT SUMMARY- (Adoptedfrom NRCC-PE"l,l § 110.3 Confirmed 1. 2. 3. 4- S. 6 7- 8. 9, to, t1- Tank Tank Location a7 Heater Tank Vol Rated input Insulation Standby Loss Heat Pump q - DFIW Name tlement Type Tank Type 4fY {gall (kBtulhl Efficiency R-value Fraction Type a Ambient (Invw) Condition Femax Emr2417M7 Flernicfty Instantaneous 1 IAK) R EF: 0.94 NA SRLF: NA NA NA ❑ ❑ Eemax E7C2412M2 Hmmrty Instantaneous 1 1.00 S EF_ 0.99 NA SBLF: NA NA NA ❑ ❑ 2 Ee max EX2412M2 Electricity Instantaneous 1 L❑O 6 EF: 0,99 NA SBLF: NA NA NA [] ❑ 3 Eemax E]2412M2 Electricity Instantaneous 1 LOG 8 EF: 0,39 NA SELF: NA NA NA ❑ ❑ 4 Eemax EX24121102 Ele[triGty Instantaneous ] 1.00 8 EF: 0.99 NA SBLf: NA NA NA [] ❑ 5 CA Building Energy Efficiency Standards 2016 Nonresidential Compliance ReportWrsi on: NRCC PRF ❑1 F 06262019 5583 Report Generated at 2020 05 1A I.M04:58 Project Name: 3usse II Lane-aldg I NRCC-PRF-01-E PaBe 22 of 24 project Address: 42275 Green Way balm Desert 92211 Calculation Detejnme: 10:01, Thu, May 14, 2020 Cc mpliar a Scope: NewComplete Input File Name: Russell La 1e-81 dg 1- Ram on-19.citid 16x H- EVAPORATIVE COOLER SUMMARY -n.� Sa T.-On Doec Nv-Ap;rly NRCC-PRF-LTi-DETAILS -SECTION START - A. INDOOR CONDITIONED LIGHTING CONTROL CREDITS (Adapted From NRCC-LTI-02-E) § 140.6 -nis Section Does No7Apply L INDOOR CONDITIONED LIGHTING MANDATORY LIGHTING CONTROLS [Adapted from NRCC-LTI-0I-E] 4 130.1 This Section Does NO, Apply D30 Jfnf .f130aih/ • ArW irwi: JI+M frri • A-S -9ff- 4330 Joel . Mo, -N Qowipn[_ 5r3n Vr J' - nrmm,d Rr­ C. TAILORED METHOD CON DTTIONED LIGHTING POWER ALLOWANCE SUMMARY AND CHECKLIST (Adapted from NRCCATI-04-Ej § 140.6 General lighting power Isee Table D) ., General kgnting power from special fumnon. areas (see Table Q NA. Additional 'use it or lase It' [See Table GI D Total watts 0 D. GENERAL LIGHTING POWER (Adapted from NRCC-LTI.04-E) § 140.6-0 This Section Do NoT_ Apply E. GENERAL LIGHTING FROM SPECIAL FUNCTION AREAS (Adapted from NRCC-LTI-04-E) 5 140.6(c) 3H Room Nu.--6er Primary Function Area Illuminance Value (Lux} Room Cavity Ratio (Table G) Allowed LPD Foor•=,� { lr qf`.I o>,im Alld Watts Confired pass Fail NA NA NA NA NA NA NA 1,_• 1-. F- ROOM CAVITY RATIO (Adapted from NRCC-LTI.O4-E) Rectarrgulai Spaces .Roam Number Task/A[tivity DPSCrflot Ion Rom Length (it) Room Width (ft) ROOm Cavity Height (ft) RCR Confirmed! Pass Fail NA NA NA NA NA NA ❑ FEI CA Building Energy Efficiency Standards 2016 Nonresident A Compliance Report Ve rsi off. NRCC PRF Ol E 06262019 5583 Report Generate if at 202D 05 14 I0:04!58 Project Name: Russell Lane -Bldg 1 NRCV-PRF-01-E Page 16 of 24 Project Address: 42275 Green Way Palm Desert 92211 Calculation Date/Time: ]AD3, Thu, May 14, 202D Compliance Scope- Newsom plete Input File Name: Russell Lane -Bldg l-Ramon­19.dbdl6x DOCUMENTATION AUTHOR'S DECLARATION STATEMENT $ la. log I certify that this Certiflrate of Corripllance documentation is accurate and complete. DOcd mertabon Author Name: Turn Scott Signature: Company; Scott Design and Title 24, Inc, Address: 74-9181Ieiie Way, Suite M8 Signature Date: Crty/Stide/Zip: Palm Desert tie, 92260 CFA Identification IIf appkrAble]: Phone:1750j200-4780 RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the fa0owi ng under penahy of perjury, under the lam of the State of Ca frfurnric 1 1 hereby affirm that I am eligible under the provisions of DlrlsIon 3 of the Business and Professions Code to sign this document as the person responsibie for Its preparation; and that I am licensed in the Stale of CalfFornia as a Civil engineer, mechanical engineer, electrical engineer, or I am a licensed ardhited. 2 I affirm that I am Oigible under the provisions of Divislon 3 of the Business and Professions Code by section 5537.2 or 6737.3 to sign this doc.urrent as the person responsible for its preparatron; and that I am a licensed contractor performing this work. 3 1 affirm that I am eligible under Division 3 of the Business and Professions Code to sign this document because it peitai ns to a structure or type of work described as exempt pursuant tO Bum nem and Professions Code Sections 5537, 5539 and 6737A. Responsible Envelope Designer Name: Wendell Veith / Ramon Gutierrez f=elaeurr: ����^i��GCi !/ Company: Wendell Vmth, Ar[firLOCt Address: 80-3DO Ullswater Dr- Date Signed: Crty/state/2ip: Indio CA 52203 Declaration Statement Type: Ph one:1760) 485-7003 Title: LloenseN_ Responsible Lighting Designer Name: xkvrdell Velth /Ramon Gutierrez Signature: Company; Werafell Veith, Architect Address: 80-300 Ullswater Dr Date Signed: City/State/Zip: Indio CA 92203 Declaration Statement Type: Ph on e: 1760] 4857003 Tolle: License N: ReSponsible Mechanical Designer Name: Tim Scott Company: Scott Design and Title 24, lrro. Tenn amr: f7LB Address: 74-818 Wile Way, Sulte 8 Date Signed: City/State/Zip; Palm Desert CA 9nGO Declaration Staten-anTt Type: Phone:1760j 206-4780 Title: Liceirse 0: CA BuI ing Energy ETicenry Standards- 2016 Nonresidential Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at: Z020-05-1410:04;58 Project Name: Russeg lane -Bldg 1 NRCC-PRF-01-E Page 20 of 24 Project Address: 42275 Green Way Palm Desert 52213. Calculation Date/Time: 10:03, Thu, May 14, 2020 Compliance Scope: Neaucomprete Input File Name: Russell Lane -Bldg 1•Ramon-19.c1bdl6x D- DHW EQUIPMENT3UMMARY- (Adapted from NRCC-PLB-01) § 110.3 Confirmed 1. 2. 3. 4- S- 6- 7, 8- 9. 1D- St - Tank Tank location 7 Heater Tank Vol Rated input Insulatior Standby Loss Heat Pump _ - DHW Name Element Type lank Type City (gall (kBlu/hl Lfficienry R•value Fraction Type or Prurient (Im/Ext) Condition Eemax E%241ZM2 Electricity Irtgmtaneous 1 LOO 8 EF 0.99 NA SBLF: NA N4 NA ❑ 6 Eemax EX24LW2 Electrl[Ry Instantaneous 1 1.00 S EF; 0.99 I NA SB.F: NA i NA NA ❑ I ❑ 7 E.. M rn-FAMILY CENTRAL DHW SYSTEM DETAILS This Section Does Not Apply F. SOLAR HOT WATER HEATING SUMMARY 1Adapted from NRCC-STH-M) Th, s Set ti on Does Not Ac D I V G. MECHANICAL HVAC ACCEPTANCE TESTS & FORMS {Adapted from 2016-NRCC-MCH-D240 § RA4 Declaration of Required Acceptance Certifirate INRCA] - Acceptance Certificates that may be submitted (Retain rn pies and verify forms are completed and signed to post In field for Feld rnspecrorto veriy), failBe - Ixutlplion 4 4 2 4 9 9 r 2 2 4 4 2 9 4 4 2 ne Crmfin load y a v a v n a a a n n n a a a a n Equipment � c a 3 a �' r a n m❑ S v 3 Q ^ n is ~ Requiring fF of �' x 9 0 `� 1R i ? 3 n Q aAc m •'�' Testi:igor units ° v _ S Q_ a verification n N ' T a t g x a 3 2 ]`lull • I .. - - -- ! 7 ❑ 5H W CA Building Energy Efficiency Standards- 2016 Nonresddenrtiai Compliance Report Version: NRCC-PRF-01-E-06262019-5583 Report Generated at 20MO5-1410;04;58 project Name: Ru-3ell Larne -Bldg 1 NRCC-PRF-Ol-E Page 23 of 2d Project Address: 42275 Green Way Palm Dew( 92211 Calculation Date/Tirne; 10.03, Thu, May 14, 2020 Cc rnplis nce Smoe: NewComplete Input File Name: Russell Lane-adg 1-Ramon-19sibd;fix Han-Rectangula r Spaces This Sec ton Does NotApply Noce. As mflO Ww sppcerere b W. 11ie Norr-Bec wWw Sp -male G. ADD ITI DNA L 'USE IT OR LOSE 1T' (Adapted from NRCC-LTI-04-EI 1. 2- 3. 4. Allowed Watts Confirmed Wall Display Combined Floor Display and Task Lighting Combined Ornamental and Special Effects llgtrring Very Valuable Merchandise m N ❑ o ❑ 0 0 ❑ ❑ S. Wsll Display This section Dog Not Apply 6. Fluor Dfsplayand Task Lighti nit Thi, 1E l:nn 7oe5 NM Apply 7. Combined Ornamental and Special Effects Lighting This Section Does Not Apply S. Very Valuabie Merchandise This Section Does Not Apply H. INDOOR & OUTDOOR LIGHTING ACCEPTANCE TESTS & FORMS (Adapted From NRCC-LTl-01-E and NRCC-LTO.01.11 5130.4 Declaration of Required Acceptance Certificates INRCA) -Acceptance Certrficartes that must be verified in the field. (Retain copies and verify forms are completed and signed to post in Held for Field lospeclor to verfy} Test Description Indoor ❑indoor Confirrrred NRGA-LTF02-A NRCA-LTI-01-A NRCA-LTI.04•A NRCA-LTO.02•A Equipment Regwring Testing orWrificab'on �nfunhs Occ Sensor, / Auto ' me Swit& AutoOayllght QemarxlRespnnslsre Outdoor Cnrrtmis _ Occupant Sensors D ® ❑ ❑ ❑ ❑ ❑ AutomaticTdne Switch 0 ® ❑ ❑ ❑ ❑ El Automatic Daylmghting ❑ ❑ 9 ❑ ❑ ❑ ❑I CA Building Energy EffidencyStand ard5- 2016 Nonresidential Compliance Report Version: NRCC-PRF-Ol-E-06252019-5583 Report Generated at: 2020-05-141❑:04;56 Project Name: Russell Large-81dg 1 NRCC-PRF-Ol-E Page 24 of 24 Project Address; 42275 Green Way Palm Desert 92211 Calculation Date/Time: 10,,03, Thu, May 14, 2020 Compliance Scope: NewCAmplete Input File Name: Russell Lane -Bldg 1-Ramon-19.cibdlfx H. INDOOR & OUTDOOR LIGHTING ACCEPTANC E TESTS & FORMS (Adapted from N RCC- LTI-01- E and NRCC -LTO-Ol-E) § 130-4 Declaration of Required Acceptance Certificates IRCA]-AuceptarlLe Certificates that must be verified in the field. (Relain copies and verify runrn doe completed find signed to post in Field fur Field Insper for to veriy]. Indoor outdoor Confirmed Test Description NRCA-LII-02-A NRCA-LTI-03-A NRCA-ITI-04-A NRCA-tTO-02-A Eq ui pment Requl rl ng Dec Sensors / A utC Trme Testing or Wrifcatfon not unitsAvitrh Auto Daylight Demand Responsive Ciutdoor Controls Demand Responsive 0 ❑ ❑ ❑ ❑ ❑ Outdoor Contrals ❑ ❑ ❑ ❑ ❑ ❑ ❑ CA Building Energy E'fiiciem y standards 2016 Nonresidential Compliance ReportVersion: NRCC PRF 01 E 06262019 5583 Report Generated at 2020 05 14 =64:58 TITLE 24 PLAN SCALE: NONE GoodVVPty Design and Drafting 4i-F25 ECLEGTiG ST-, SUITE M-9, PALM DESERT, CA 92260 Raman Gutierrez (760)485-70031 ramongwd@gmail.com Adolfo Gutierrez (760)898-82101 adolfogwd@gmai1.com WENDELL W. VEITH A R C H I T E C T Design and Tide 24. Inc. 74-818 VELIE WAY, STE 8 PALM DESERT, CA 92260 (760) 200-4780 www.scottdesignandtitle24.com 5114/20 revision 8/29119 plan check 1. 07/22/19 FIRE 1BLDG. DEPT. CORR. NO. DATE REVISIONS PROJECT: AN INDUSTRIAL BUILDING FOR: TITLE DATE AUG. 2019 DRN. BY A.G. SCALE AS NOTED L ROVE 75051 SEGO LN. PALM DESERT, CA. 92211 TITLE 24 BUILDING 1 SHEET ND M4 BLDG. 1 OF: PLANTERPLANTERPLANTERTRASH(N) DECTOR CK. VALVE(N) FIRE HYDRANT(N) P.I.V. VALVE(N) FIRE DEPT.CONNECTION(E) STREET EDSIONSTREET TRANSFORMERFIRE RISERNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCT I LE IR ONNYLOPL AS T DO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTIL E IR ONNYLOPL AS TDO NOT POLLUTE DRAINS TO WATERWAYS 15,680 S.F.(E) 25' DRIVEWAY(N) 30' DRIVEWAY(N) 30' DRIVEWAY(E) 30' DRIVEWAY65661258 SPACES75666 CARSTRASHEXISTING BUILDINGEXISTING PARKINGEXISTING PARKING LOTCOOK STREET GREENWAY SEGO LANE88SIDEWALK SIDEWALKTOTAL18'BLDG. 27186'OPEN CARPORT "C"SIDEWALKADA PATH OFACCESSIBILITYADA PATH OFACCESSIBILITYSIDEWALK 12'10'PLANTERPLANTERPLANTERPLANTERPLANTERPLANTERPLANTER(N)PLANTERPLANTER PLANTER PLANTER PLANTER PLANTER PLANTERPLANTER PLANTERPLANTER PLANTERPLANTER OPEN CARPORT "A"(N)24'(E) CURB & (E) CURB (N) SIDEWALK (N) CONC. SLAB W/(E) CURB ONLY, NO SIDEWALK(E) CURB ONLY, NO SIDEWALK (E) CURB ONLY, NO SIDEWALK(E) CURB ONLY, NO SIDEWALK(E) FIRE HYDRANTPLANTER127.47'N89‘47'51"E129.09' N00‘04'26"E 58'RN89‘47'51"E145.39'408.59'N89‘48'50"E332.90'CLCLCL2.24 ACRES172.72'N00‘05'46"E N00‘04'26"E PLANTERSIDEWALK ENCLOSUREENCLOSURETRASHENCLOSURE(E)PLANTER(E)PLANTER (E)PLANTER(N)PLANTER (N)PLANTER (E)CONC. CURB(N)CONC. CURBDRIVEWAYPLANTER(E)SLUMP BLOCKCMU WALL(E)CHAINLINKFENCE(E)PLANTER(E)CHAINLINKFENCEPLANTERSIDEWALK(E)PLANTER(E) TRASH(E)PLANTEROPEN CARPORT "B"LOADINGAREALOADINGAREALOADINGAREALOADINGAREALOADINGAREALOADINGAREAPUE TYP.TYP.TYP.TYP.TYP.TYP. (E)MEANDERINGSIDEWALK CATCH BASINSEE CIVILCATCH BASINSEE CIVIL PLANTERCATCH BASINSEE CIVILCATCH BASINSEE CIVIL (E)MEANDERINGSIDEWALK (E)MEANDERINGSIDEWALKNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLASTDO NOT POLLUTE DRAINS TO WATERWAYS DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P L A S T DUCTILE I R O N PLANTERPLANTER(N)6'-0" HIGH SLUMP BLOCKCMU WALL10,984 S.F.BLDG. 1TYP.TYP.TYP.TYP.TYP.TYP.PUEPUEEXTERIORTYP.TYP.TYP.RAMPCONCRETE TILT-UP RETAINING WALLPUE60'224'70'6" RECESSEDLED LIGHTINGEXTERIOR6" RECESSEDLIGHTINGEXTERIOR6" RECESSEDLIGHTINGEXTERIORWALL-PACKLED LIGHTING(N)RE-WORKED CURBREMOVED PLANTER CURBSIDEWALK(N)RECIPROCALACCESSEASEMENT24'X54'5 LOOP TYPEBIKE RACKPLNTR.CONCRETE TILT-UP RETAINING WALLCONCRETE TILT-UP RETAINING WALL24"X24"CONCRETE TILT-UP COLUMN 24"X24"CONCRETE TILT-UP COLUMN 24"X24"CONCRETE TILT-UP COLUMN PLANTERELECTRICVEHICLE ELECTRICVEHICLE ELECTRICVEHICLEELECTRICVEHICLECLEAN AIRVEHICLECLEAN AIRVEHICLECLEAN AIRVEHICLECLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLEELECTRICVEHICLE BANO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSSE1SITE ELECTRICALPLANKEYED NOTES PLANTERPLANTERPLANTERTRASH(N) DECTOR CK. VALVE(N) FIRE HYDRANT(N) P.I.V. VALVE(N) FIRE DEPT.CONNECTION(E) STREET EDSIONSTREET TRANSFORMERFIRE RISERNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCT I LE IR ONNYLOPL AS TDO NOT POLLUTE DRAINS TO WATERWAYS NYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYSFLOW DIRECTIONDUCTIL E IR ONNYLOPL AS TDO NOT POLLUTE DRAINS TO WATERWAYS 15,680 S.F.(E) 25' DRIVEWAY(N) 30' DRIVEWAY(N) 30' DRIVEWAY(E) 30' DRIVEWAY65661258 SPACES75666 CARSTRASHEXISTING BUILDINGEXISTING PARKINGEXISTING PARKING LOTCOOK STREET GREENWAY SEGO LANE88SIDEWALK SIDEWALKTOTAL18'BLDG. 27186'OPEN CARPORT "C"SIDEWALKADA PATH OFACCESSIBILITYADA PATH OFACCESSIBILITYSIDEWALK 12'10'PLANTERPLANTERPLANTERPLANTERPLANTERPLANTERPLANTER(N)PLANTERPLANTER PLANTER PLANTER PLANTER PLANTER PLANTERPLANTER PLANTERPLANTER PLANTERPLANTER OPEN CARPORT "A"(N)24'(E) CURB & (E) CURB (N) SIDEWALK (N) CONC. SLAB W/(E) CURB ONLY, NO SIDEWALK(E) CURB ONLY, NO SIDEWALK (E) CURB ONLY, NO SIDEWALK(E) CURB ONLY, NO SIDEWALK(E) FIRE HYDRANTPLANTER127.47'N89‘47'51"E129.09' N00‘04'26"E 58'RN89‘47'51"E145.39'408.59'N89‘48'50"E332.90'CLCLCL2.24 ACRES172.72'N00‘05'46"E N00‘04'26"E PLANTERSIDEWALK ENCLOSUREENCLOSURETRASHENCLOSURE(E)PLANTER(E)PLANTER (E)PLANTER(N)PLANTER (N)PLANTER (E)CONC. CURB(N)CONC. CURBDRIVEWAYPLANTER(E)SLUMP BLOCKCMU WALL(E)CHAINLINKFENCE(E)PLANTER(E)CHAINLINKFENCEPLANTERSIDEWALK(E)PLANTER(E) TRASH(E)PLANTEROPEN CARPORT "B"LOADINGAREALOADINGAREALOADINGAREALOADINGAREALOADINGAREALOADINGAREAPUE TYP.TYP.TYP.TYP.TYP.TYP. (E)MEANDERINGSIDEWALK CATCH BASINSEE CIVILCATCH BASINSEE CIVIL PLANTERCATCH BASINSEE CIVILCATCH BASINSEE CIVIL (E)MEANDERINGSIDEWALK (E)MEANDERINGSIDEWALKNYLOPLASTDO NOT POLLUTEDRAINS TO WATERWAYS FLOW DIRECTIONDUCTILE IRONNYLOPLAST DO NOT POLLUTE DRAINS TO WATERWAYS DO NOT P O L L U T E D R A I N S T O W A T E R W A Y S NYLO P L A S T DUCTILE I R O N PLANTERPLANTER(N)6'-0" HIGH SLUMP BLOCKCMU WALL10,984 S.F.BLDG. 1TYP.TYP.TYP.TYP.TYP.TYP.PUEPUEEXTERIORTYP.TYP.TYP.RAMPCONCRETE TILT-UP RETAINING WALLPUE60'224'70'6" RECESSEDLED LIGHTINGEXTERIOR6" RECESSEDLIGHTINGEXTERIOR6" RECESSEDLIGHTINGEXTERIORWALL-PACKLED LIGHTING(N)RE-WORKED CURBREMOVED PLANTER CURBSIDEWALK(N)RECIPROCALACCESSEASEMENT24'X54'5 LOOP TYPEBIKE RACKPLNTR.CONCRETE TILT-UP RETAINING WALLCONCRETE TILT-UP RETAINING WALL24"X24"CONCRETE TILT-UP COLUMN 24"X24"CONCRETE TILT-UP COLUMN 24"X24"CONCRETE TILT-UP COLUMN PLANTERELECTRICVEHICLE ELECTRICVEHICLE ELECTRICVEHICLEELECTRICVEHICLECLEAN AIRVEHICLECLEAN AIRVEHICLECLEAN AIRVEHICLECLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLE CLEAN AIRVEHICLEELECTRICVEHICLE0.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.10.10.10.10.10.10.10.10.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.20.10.20.20.20.20.20.20.20.20.10.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.30.30.30.30.40.40.40.40.40.30.20.20.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.70.50.60.70.80.91.00.90.70.60.50.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.91.01.31.51.82.12.12.01.71.30.80.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.11.41.71.82.32.62.22.62.21.50.80.40.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.21.61.70.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.42.32.50.00.00.00.00.00.00.00.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.01.92.83.00.00.00.00.00.00.011.40.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.03.03.20.00.00.00.00.00.011.10.30.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.13.13.30.00.00.00.00.00.00.10.20.10.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.00.02.23.23.40.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.02.23.23.40.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.00.02.23.23.40.00.00.00.00.00.011.70.30.10.00.00.00.00.00.00.00.00.00.02.23.33.40.00.00.00.00.00.08.60.40.10.00.00.00.00.00.00.00.00.00.02.23.23.40.00.00.00.00.00.011.60.30.10.00.00.00.00.00.00.00.00.00.02.23.33.40.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.02.23.23.40.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.02.23.23.40.00.00.00.00.00.012.00.30.10.00.00.00.00.00.00.00.00.00.02.23.23.30.00.00.00.00.00.06.80.40.10.00.00.00.00.00.00.00.00.00.02.13.13.30.00.00.00.00.00.011.90.30.10.00.00.00.00.00.00.00.00.00.02.13.13.30.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.01.92.93.00.00.00.00.00.00.00.00.10.10.00.00.00.00.00.00.00.00.00.01.72.52.70.00.00.00.00.00.06.80.20.10.00.00.00.00.00.00.00.00.00.01.52.02.20.00.00.00.00.00.011.40.20.10.00.00.00.00.00.00.00.00.00.01.41.61.81.62.12.21.82.42.11.20.70.30.10.00.00.00.00.00.00.00.00.01.21.21.61.82.32.52.42.52.21.60.90.40.10.00.00.00.00.00.00.00.00.00.50.60.80.81.01.21.31.10.90.80.60.30.10.00.00.00.00.00.00.00.00.00.30.30.40.40.50.60.60.50.40.40.30.20.10.10.00.00.00.00.0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DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSSE2SITE PHOTOMETRICPLAN NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSSE3KEYED NOTESELECTRICALPOWER PLANTYPICAL EVAP COOLER CONTROL DIAGRAMEVAP COOLER # XXXXXXXFFFFFFFGGGGGGGGHHHHHHHNO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSSE4ELECTRICALLIGHTING PLANKEYED NOTES NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSSE51N.T.S.SCALE:ELECTRICAL SINGLE LINE DIAGRAMSELECTRICALSINGLE LINEDIAGRAMS'1A'LOAD SUMMARY'1B''1C''1D' 'MSA'MAIN SWITCHBOARD 'MSA' - BUILDING 1'1E''1F''HPA''1G'KEYED NOTES NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSSE61N.T.S.SCALE:ELECTRICAL PANEL SCHEDULESELECTRICALPANEL SCHEDULES NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSSE7ELECTRICALDETAILSTYPEMANUFACTURE /MODEL NUMBERVA VOLT.TYPELAMPSQTY.DESCRIPTIONAND NOTESSYMBOLAB3N.T.S.SCALE:DEM INPUT 0-10V 50mA MAN INPUT 4N.T.S.SCALE:6N.T.S.SCALE:CONTROL DEVICE SCHEDULECONTROL DEVICE LEGEND(PRC) DIMMING ROOM CONTROLLER - TYPICAL DIAGRAMFGX1N.T.S.SCALE:2N.T.S.SCALE:GROUND BUS & SYSTEM DETAIL(PRC) DIMMING ROOM CONTROLLER - GENERAL NOTESLIGHT FIXTURE SCHEDULEPRC ROOM CONTROLLER DIAGRAM(IRC) DIMMING ROOM CONTROLLER - TYPICAL DIAGRAM(IRC) DIMMING ROOM CONTROLLER - GENERAL NOTES5N.T.S.SCALE:IRC ROOM CONTROLLER DIAGRAMH7N.T.S.SCALE:NOT USED NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSS1N.T.S.SCALE:ABBREVIATIONS2N.T.S.SCALE:ELECTRICAL LEGEND3N.T.S.SCALE:ELECTRICAL GENERAL NOTESE8ELECTRICALGENERAL NOTES& LEGEND NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEAUG. 2019DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 07/07/20 OWNER REVISIONSSTATE OF CALIFORNIAELECTRICAL REGISTER E D PROFESSIONAL ENGINEERR A N DALL V. MOSSTITLE 24 LIGHTINGCOMPLIANCEFORMSE91N.T.S.SCALE:TITLE 24 LIGHTING COMPLIANCE FORMS WASTE PLANBUILDING 1BLDG. 1 WASTE PLANSCALE: 1/8"= 1'-0"WAREHOUSE GWAREHOUSE FWAREHOUSE EWAREHOUSE DWAREHOUSE CWAREHOUSE BWAREHOUSE AP1NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.(N)3"C.O.T.F.FD-1WC-1L-13"SWR2 " 2 "SWR(N) 2" VENTUR-1(N) 2" VENT W/2" CLEAN-OUTABOVE URINAL6"SWRNOTE:-ALL WASTE PIPES THAT ARE SMALLERTHAN 4" MUST HAVE A MINIMUM SLOPEOF 2%. CPC 708.1-CLEAN-OUTS ARE REQUIRED TO BEINSTALLED ABOVE ALL URINALS.2% MIN 2% M IN FD-1WC-1L-12"2"SWRUR-1(N) 2" VENT W/2" CLEAN-OUTABOVE URINAL2% MIN3"SWR 2% MIN FD-1WC-1L-13"SWR2"2 "SWR(N) 2" VENTUR-1(N) 2" VENT W/2" CLEAN-OUTABOVE URINAL2% MIN 2% M IN(N) 3" VENTSUP TO ROOF(N) 3" VENT W/CLEAN-OUT(N) 2" VENT(N)3"C.O.T.F.FD-1WC-1L-13"SWR2"2"SWR(N) 2" VENTUR-1(N) 2" VENT W/2" CLEAN-OUTABOVE URINAL2% MIN2% MINFD-1WC-1L-12"2"SWRUR-1(N) 2" VENT W/2" CLEAN-OUTABOVE URINAL2% MIN3"SWR 2% MIN (N) 3" VENTSUP TO ROOF(N) 2" VENT(N)3"C.O.T.F.FD-1WC-1L-13"SWR2"2 "SWR(N) 2" VENTUR-1(N) 2" VENT W/2" CLEAN-OUTABOVE URINAL2% MIN 2% M IN FD-1WC-1L-12"2"SWRUR-1(N) 2" VENT W/2" CLEAN-OUTABOVE URINAL2% MIN3"SWR 2% MIN (N) 3" VENTSUP TO ROOF(N) 2" VENT6"SWR6"SWR6"SWR TO SEWERMAIN IN STREETA. SOLDER SHALL BE LEAD FREE COMPLYING WITH THE PROVISIONS OFFEDERAL CLEAN DRINKING WATER ACT AND THE CALIFORNIA PLUMBINGCODE (CPC) 2016 EDITION.B. WATER HEATERS SHALL BE EQUIPPED WITH A COMBINATION PRESSUREAND TEMPERATURE RELIEF VALVE PER CPC SECTION 505.6 AND RELIEFC. WATER PRESSURE REGULATING VALVE SHALL BE INSTALLED WHERED. PLUMBING FIXTURE SHALL BE LISTED IN CONFORMANCE WITH CPCCHAPTER 4 "PLUMBING FIXTURES".E. DOMESTIC WATER HEATERS SHALL BE CERTIFIED AND LISTED BY THECALIFORNIA ENERGY COMMISSION. EXTERIOR INSULATION SHALLBE R-16, OR GREATER. THE FIRST 5 FEET OF EXPOSED HOT ANDCOLD WATER PIPING AND THE WATER HEATER SHALL BE INSULATED.TITLE 24 SEC. 2-5318 (A).F. CIRCULATING HOT WATER SYSTEMS SHALL BE FULLY INSULATED ANDSHALL HAVE CONTROL (TIME CLOCK) CAPABLE OF AUTOMATICALLYTURNING OFF THE CIRCULATING PUMP(S) WHEN HOT WATER IS NOTREQUIRED. TITLE 24 SECTION 2-5318 (B) 2.G. WATER CLOSETS, URINALS, SHOWER HEADS, LAVATORY FAUCETS, ANDSINK FAUCETS SHALL MEET THE FLOWING REQUIREMENTS OUTLINEDIN THE TITLE 24 "APPLIANCE EFFICIENCY STANDARDS" SECTION 2-5134.WATER CLOSETSURINALSLAVATORIESSINKSH. SHOWER AND TUB/SHOWER CONTROL VALVES SHALL BE OF THEPRESSURE BALANCE OR THERMOSTATIC MIXING TYPE. HANDLEPOSITION SPOTS SHALL BE PROVIDED ON THESE VALVES AND SHALLBE ADJUSTED TO DELIVER A MAXIMUM WATER SETTING OF 120 FPER CPC SECTION 418.0.I. WATER HEATERS SHALL BE STRAPPED OR ANCHORED TO RESIST SEISMICBY A LICENSED ENGINEER AND/OR PER CPC.J. WATER HEATERS LOCATED IN ATTIC OR FURRED SPACE WHERE DAMAGEK. DRAIN PIPING SHALL SLOPE AT 2% OR 1/4" PER FOOT FOR ALL PIPINGUNLESS OTHERWISE NOTED. PIPING 4" AND LARGER REQUIRING SLOPEOR LESS THAN 2% DUE TO INSTALLATION CONDITIONS SHALL BE NOTEDON THE PLANS AND APPROVAL RECEIVED FROM THE ADMINISTRATIVEAUTHORITY PER CPC SECTION 708.0.L. FLOOR DRAINS AND FLOOR SINKS WHICH ARE SUBJECT TO INFREQUENTUSE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC METHOD OFMAINTAINING TRAP SEALS PER CPC SECTION 1005.0.M. VENT TERMINATION SHALL BE NOT LESS THAN 10 (TEN) FEET FROM ORAT LEAST 3 (THREE) FEET ABOVE AIR INLET PER CPC SECTION 906.2.N. PLUMBING MATERIALS:DWV BELOW SLABWASTE ABOVE SLABVENTS ABOVE SLABSEWERWATER BELOW SLABWATER ABOVE SLABWATER SERVICEGAS ABOVE GRADEGAS BELOW GRADEROOF DRAIN PIPING A.G.ROOF DRAIN PIPING B.G.CONDENSATE PIPINGVALVESO. INSTALLATION OF ALL PIPING SYSTEMS SHALL BE IN ACCORDANCEWITH APPLICABLE LAPMO INSTALLATION STANDARDS AND LISTEDIN CPC APPENDIX I.P. A MINIMUM OF 12" ACCESS PANEL TO BATHTUB TRAP CONNECTIONSSHALL BE INSTALLED WHEN SLIP JOINT CONNECTIONS ARE USED PERQ. ALL HOSE BIBBS AND FAUCETS FITTED WITH THREADED CONNECTIONSSHALL BE FITTED WITH AN APPROVED NON-REMOVABLE BACK FLOWDEVICE PER CPC SECTION 603.R. BUILT-UP SHOWER RECEPTORS SHALL BE INSTALLED AND INSPECTEDUPON COMPLETION OF WATER PROOFING PER CPC SECTION 411.5 AND S. WATER PRESSURE REGULATORS SHALL BE INSTALLED ON THE WATERSERVICE PRIOR TO CONNECTION TO BUILDING IF PRESSURES EXCEEDS80 PSI PER CPC SECTION 608.2.T. WATER SYSTEM SHALL BE STERILIZED USING A CHLORINE SOLUTION,TESTED AND CERTIFICATION PROVIDED FROM APPROVED TESTINGU. HANGERS AND SUPPORTS SHALL BE BY A RECOGNIZED MANUFACTURERSPECIALIZING IN THESE PRODUCTS, SUCH AS MCO, BLINE, ETC.V. ALL SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE APPLICABLESECTIONS OF THE CALIFORNIA PLUMBING CODE AND WITNESSED BY THELOCAL BUILDING AUTHORITY AND OWNERS REPRESENTATIVE.0.5 GPM1.8 GPM___ABS SCHED 40___HUBLESS CAST IRON___ABS SCHED 40___HUBLESS CAST IRON___ABS SCHED 40___HUBLESS CAST IRON___ABS SDR 35___ABS SCHED 40___HUBLESS CAST IRON___COPPER TYPE K___COPPER TYPE L___COPPER TYPE M___COPPER TYPE L___COPPER TYPE K___PVC SCHED 40___COPPER TYPE K___PVC SCHED 80___STEEL PIPE BLACK. SCHED 40___PVC SCHED 40 NAT GAS___POLYETHYLENE___STEEL PIPE SCHED 40 WRAPPED___ABS SCHED 40 NAT GAS___HUBLESS CAST IRON___ABS SCHED 40 NAT GAS___HUBLESS CAST IRON___RECTANGULAR CAST IRON___RECTANGULAR FIBERGLASSINSULATION REQUIRED___PVC SCHED 40___COPPER TYPE M___DWV ________COLD WATER _______HOT WATER _______CONDENSATEX F.G. JACKETEDY C.C. POLYETHYLENEZ ELASTOMERICALL VALVES SHALL BE BYA KNOWN MANUFACTURER.NO GATE VALVES SHALL BE USED___PVC SCHED 40___PVC SCHED 80___COPPER TYPE MA. SOLDER SHALL BE LEAD FREE COMPLYING WITH THE PROVISIONS OFB. WATER HEATERS SHALL BE EQUIPPED WITH A COMBINATION PRESSUREVALVES SHALL TERMINATE PER CPC SECTIONS 608.3, 608.4, 608.5,AND 608.6.C. WATER PRESSURE REGULATING VALVE SHALL BE INSTALLED WHERESTATIC WATER PRESSURE IS IN EXCESS OF 80 PSI PER UPC.CHAPTER 4 "PLUMBING FIXTURES".E. DOMESTIC WATER HEATERS SHALL BE CERTIFIED AND LISTED BY THECALIFORNIA ENERGY COMMISSION. EXTERIOR INSULATION SHALLBE R-16, OR GREATER. THE FIRST 5 FEET OF EXPOSED HOT ANDCOLD WATER PIPING AND THE WATER HEATER SHALL BE INSULATED.TITLE 24 SEC. 2-5318 (A).F. CIRCULATING HOT WATER SYSTEMS SHALL BE FULLY INSULATED ANDSHALL HAVE CONTROL (TIME CLOCK) CAPABLE OF AUTOMATICALLYTURNING OFF THE CIRCULATING PUMP(S) WHEN HOT WATER IS NOTREQUIRED. TITLE 24 SECTION 2-5318 (B) 2.G. WATER CLOSETS, URINALS, SHOWER HEADS, LAVATORY FAUCETS, ANDSINK FAUCETS SHALL MEET THE FLOWING REQUIREMENTS OUTLINEDIN THE TITLE 24 "APPLIANCE EFFICIENCY STANDARDS" SECTION 2-5134.WATER CLOSETSURINALSLAVATORIESSINKSH. SHOWER AND TUB/SHOWER CONTROL VALVES SHALL BE OF THEPRESSURE BALANCE OR THERMOSTATIC MIXING TYPE. HANDLEPOSITION SPOTS SHALL BE PROVIDED ON THESE VALVES AND SHALLBE ADJUSTED TO DELIVER A MAXIMUM WATER SETTING OF 120 FI. WATER HEATERS SHALL BE STRAPPED OR ANCHORED TO RESIST SEISMICJ. WATER HEATERS LOCATED IN ATTIC OR FURRED SPACE WHERE DAMAGEMAY RESULT FROM LEAKING SHALL BE INSTALLED IN OROVER A WATER TIGHT PAN WITH A 3/4 INCH DRAIN TO AN APPROVEDLOCATION PER CPC SECTION 5O8.2K. DRAIN PIPING SHALL SLOPE AT 2% OR 1/4" PER FOOT FOR ALL PIPINGUNLESS OTHERWISE NOTED. PIPING 4" AND LARGER REQUIRING SLOPEON THE PLANS AND APPROVAL RECEIVED FROM THE ADMINISTRATIVEL. FLOOR DRAINS AND FLOOR SINKS WHICH ARE SUBJECT TO INFREQUENTUSE SHALL BE PROVIDED WITH AN APPROVED AUTOMATIC METHOD OFM. VENT TERMINATION SHALL BE NOT LESS THAN 10 (TEN) FEET FROM ORN. PLUMBING MATERIALS:DWV BELOW SLABWASTE ABOVE SLABVENTS ABOVE SLABSEWERWATER BELOW SLABWATER ABOVE SLABWATER SERVICEROOF DRAIN PIPING A.G.ROOF DRAIN PIPING B.G.CONDENSATE PIPINGVALVESINDIRECT WASTEO. INSTALLATION OF ALL PIPING SYSTEMS SHALL BE IN ACCORDANCEWITH APPLICABLE LAPMO INSTALLATION STANDARDS AND LISTEDP. A MINIMUM OF 12" ACCESS PANEL TO BATHTUB TRAP CONNECTIONSSHALL BE INSTALLED WHEN SLIP JOINT CONNECTIONS ARE USED PERCPC.SHALL BE FITTED WITH AN APPROVED NON-REMOVABLE BACK FLOWR. BUILT-UP SHOWER RECEPTORS SHALL BE INSTALLED AND INSPECTEDS. WATER PRESSURE REGULATORS SHALL BE INSTALLED ON THE WATERSERVICE PRIOR TO CONNECTION TO BUILDING IF PRESSURES EXCEEDST. WATER SYSTEM SHALL BE STERILIZED USING A CHLORINE SOLUTION,TESTED AND CERTIFICATION PROVIDED FROM APPROVED TESTINGFACILITY.U. HANGERS AND SUPPORTS SHALL BE BY A RECOGNIZED MANUFACTURERSPECIALIZING IN THESE PRODUCTS, SUCH AS MCO, BLINE, ETC.V. ALL SYSTEMS SHALL BE TESTED IN ACCORDANCE WITH THE APPLICABLELOCAL BUILDING AUTHORITY AND OWNERS REPRESENTATIVE.1.28 GPF0.125 GPF ___ABS SCHED 40___HUBLESS CAST IRON___ABS SCHED 40___HUBLESS CAST IRON___ABS SCHED 40___HUBLESS CAST IRON___ABS SDR 35___ABS SCHED 40___HUBLESS CAST IRON___COPPER TYPE K___COPPER TYPE L___COPPER TYPE M___COPPER TYPE L___COPPER TYPE K___PVC SCHED 40___COPPER TYPE K___PVC SCHED 80___PVC SCHED 40 NAT GAS___POLYETHYLENE___STEEL PIPE SCHED 40 WRAPPED___ABS SCHED 40 NAT GAS___HUBLESS CAST IRON___ABS SCHED 40 NAT GAS___HUBLESS CAST IRON___RECTANGULAR CAST IRON___RECTANGULAR FIBERGLASSINSULATION REQUIRED___PVC SCHED 40___COPPER TYPE M___DWV ________COLD WATER _______HOT WATER _______CONDENSATEX F.G. JACKETEDY C.C. POLYETHYLENEZ ELASTOMERICALL VALVES SHALL BE BYA KNOWN MANUFACTURER.NO GATE VALVES SHALL BE USED___PVC SCHED 40___PVC SCHED 80___COPPER TYPE MINSTALLATION NOTESLOADING. STRAPPING SHALL BE AS DETAILED IN APPROVED DRAWINGSXXXXXXXXXX411.6.DFT PLAS DFW PLASTICS MDL. D-2400-SB 24" PIT withSNAP in COVER EXTENSIONS AVAILABLE 6" , 12" & 24"6"12'24"D-2400-6-EXT.D-2400-12 EXT.D-2400-BO.DETAIL; BOX INLET TERMINATIONOPEN TEEOUTLETINLETCOPPER TYPE M DOWNWALL TO FRENCH DRAINFINISH GRADE2 CUBIC FEET PES GRAVELROCK PACK BELOW BOXNOTE: ROCK PACK MAY REQUIRE to be INCREASED IN CLAYor OTHER TYPE SOILS WHERE LEECHING CONDITIONSare HAMPERED.16"24"24"€2"CONDENSATE FRENCH DRAIN DETAILVENT OPEN TOATMOSPHERESIZE TO MATCHUNIT OUT LETSIZECOUPLING1"3" MAX.CONDENSATE DRAIN CONNECTIONNOTE:INSTALL BACKFLOW PREVENTER AS REQUIRED BYLOCAL CODES AND HEALTH DEPARTMENT. VERIFYLOCAL REQUIREMENTS PRIOR TO INSTALLATION.LEGEND1. BRASS 90 DEG. ELL (TYP.)2. BRASS NIPPLE-4"MIN. LENGTH (TYP.).3. BRASS WYE STRAINER W/ 60 MESHMONEL SCREEN.4. BRASS PLUG.5. BRASS UNION.6. FINISH GRADE.7. BRASS NIPPLE (TYP.).8. FROM POINT OF CONNECTION ADAPTAS REQUIRED.9. 12' X 12" X 12" CONCRETE THRUSTBLOCK (TYP.)10. BRASS COUPLING. SET FLUSH W/CONCRETE (TYP.).11. PVC MALE ADAPTER.12. PVC MAIN LINE* 12" MIN TO 24" MAX.1234657101211899REDUCED PRESSUREBLACKFLOW PREVENTER*BACKFLOW PREVENTERN.T.S.1N.T.S.2N.T.S.3PLUMBING FIXTURE SCHEDULEWH-1L-1WC-1SYMITEMMFG/MODELTRIMDESCRIPTION/COMMENTS1-1/2"NEW METER SIZE 1"2"F/U1-1/4"1-1/2"1/2"3/4"1"TOTAL FIXTURE UNITSCHART REFLECTS HW AND CW1.0(N)LAVATORY(N)WATER CLOSETFIXTUREQTY.4F/U2.5DEMANDMAXIMUM F/UREQUIRED GPMWATER SERVICE TO MOST REMOTE OUTLET:AT CONNECTION POINT:FROM CONNECTION POINTTOTAL DEVELOPMENT LENGTHFROM REG. TO METER:PRESSURE RANGERS(SERVICE WATER SIZING CALCULATIONS FORM)18.54.0SIZINGTOTAL10.0233F/UF/UF/UF/UF/U14IN.GPM<20046-60 FT.PSI<150FT.WATER REQUIREMENT25TOTAL DEMAND.2.5(N)HOSE BIBB2.55285FD-1FLOORDRAINZURNZ415B-5-PDURA-COATEDCAST IRON BODY"TYPE B" POLISHED NICKELBRONZE, LIGHT DUTY SANI-GARDAUTOMATICTRAP PRIMERZURNZ1022ALL BRONZE BODY W/INTEGRAL VACUUMSANI-GARD TRAP PRIMER TO BE INSTALLED IN STRAINERRESTROOM2-1/2"F/UW / PLUMBEREX2003-BK TRAP & SUPPLYCOVERSMOUNTEDWATERCLOSETNEWMEETS ADA GUIDELINESNEW WALLMEETS ADA GUIDELINESLAVATORYWALL HUNG LAVATORYAMERICAN STANDARD"LUCERNE" 0355.012PROVIDE WALL SUPPORT, 1-1/4" TRAP BY AMERICANSTANDARD, ANGLE STOPS BYBRASSCRAFT AND FLEXSUPPLIES. PROVIDEAMERICAN STANDARD#5502.170 "MONTERREY"CENTERSET DUALWRISTBLADE LAVATORYFAUCET WITH STRAINERDRAIN AND AERATOR.OR APPROVED EQUALAMERICAN STANDARD#2467.100, "CADET 1.1GPF FLOWISE RIGHTHEIGHT ELONGATEDTOILET.PROVIDE SUPPLIES WITHSTOPS BY BRASSCRAFT.PROVIDE CHURCH #9500ELONGATED OPEN FRONTSEAT OR EQUAL.OR APPROVED EQUALMIXING VALVETHERMOSTATICNEW 1/2" LFMMV-UT-M1WATTSCOPPER-THERMOSTATS.S. DISCONNECTSLEAD FREE BRASS-BODYASSEMBLYTEMP. SET BETWEEN 80-120DEGREESASSE 1017, ASSE 1069,ASSE 1070WATER HEATER3,600 WATTS30 AMPSINSTANT FLOW#SR-30L/120UNDERCOUNTERUL LISTEDNEW411.0(N)HOSE BIBB2.02(EACH ADDITIONAL)SIZE1-1/2"REQUIREMENTSDESCRIPTION WASTETRAP VENTSC.W. H.W.WATER3"INT. 2" 1/2"-LAVATORY2" 1-1/2"1/2" 1/2"1-1/2"SINKS2" 1-1/2"1/2" 1/2"MOP SINK1-1/2"2"1-1/2"1/2"1/2"FIXTURE PIPINGPLUMBING LEGENDNEW SEWER LINENEW COLD WATER LINENEW HOT WATER LINEHOT WATER STUBCOLD WATER STUBVENT PIPECLOSETNEW GAS LINENEW GAS STUBNEW WALL CLEAN-OUTTABLE 5.303.2.3.1 FIXTURE FLOW RATEFIXTURE TYPEFLOW RATEMAXIMUM FLOW RATE AT20% REDUCTIONLAVATORY FAUCETS-NON RESIDENTIALKITCHEN FAUCETSGRAVITY TANK TYPEWATER CLOSETSURINALS0.5 GPM @ 60 PSI1.8 GPM @ 60 PSI1.28 GALLONS/FLUSH0.5 GPF(FLOOR MOUNTED) OR 0.35 GPM @ 60 PSI1.6 GPM @ 60 PSI1.12 GALLONS/FLUSH0.44 OR .11 GALLONS/FLUSHMETERING FAUCETS0.20 GALLONS/CYCLE.125 GPF (WALL MOUNTED)0.18 GALLONS/CYCLE6"HEAVY DUTYCLEAN-OUT W/CAST IRONTOP TO WITHSTANDHEAVY LOAD TRAFFIC6"HEAVY DUTYCLEAN-OUT W/CAST IRONTOP TO WITHSTANDHEAVY LOAD TRAFFIC6"HEAVY DUTYCLEAN-OUT W/CAST IRONTOP TO WITHSTANDHEAVY LOAD TRAFFIC2"VNT(N) 2" VENT W/2" CLEAN-OUT(N) 2" VENT2"SWR2% MIN2"SWRS-12"VNT2"VNT2"VNT2"VNT2"VNT2"VNT(N) 2" VENT W/2" CLEAN-OUT2 "SWR2% MIN2"SWRL-2(N) 2" VENT(N) 2" VENT W/2" CLEAN-OUT2"SWR2% MIN2"SWRL-2(N) 2" VENT(N) 2" VENT W/2" CLEAN-OUT2"SWR2% MIN2"SWRL-2(N) 2" VENT(N) 2" VENT W/2" CLEAN-OUT2"SWR2% MIN2"SWRL-2(N) 2" VENT(N) 2" VENT W/2" CLEAN-OUT2"SWR2% MIN2"SWRL-2(N) 2" VENT(N) 2" VENT W/2" CLEAN-OUT2"SWR2% MIN2"SWRL-2(N) 2" VENTS-1INSUL: PLUMBEREX2003-BK TRAP & SUPPLYCOVERSELKAYFAUCET KOHLERMODEL: GECR25211.5 GPMPOLISHED CHROMESTAINLESS STEEL20 GA.K-R37026-4D-CPADA SINK& FAUCETMIXING VALVETHERMOSTATICNEW 1/2" LFMMV-UT-M1WATTSCOPPER-THERMOSTATS.S. DISCONNECTSLEAD FREE BRASS-BODYASSEMBLYTEMP. SET BETWEEN 80-120DEGREESASSE 1017, ASSE 1069,ASSE 1070WH-1WH-1WH-1WH-1WH-1WH-1WH-1WH-1WH-1WH-1WH-1WH-1WH-1WH-111111111 BLDG. 1 WATER PLANSCALE: 1/8"= 1'-0"WAREHOUSE GWAREHOUSE FWAREHOUSE EWAREHOUSE DWAREHOUSE CWAREHOUSE BWAREHOUSE AWATER PLANBUILDING 1P2NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.(N)1-1/2"SERVICEPRESSURE REGULATOR& SHUT-OFF VALVE(N) 1-1/2"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N)3/4"CW(N) 1-1/2"CW(N) 1-1/2"CW(N) 1-1/2"CW(N) 1-1/2"CW(N)1/2"CW (N)HOSE BIBB(N)3/4"CW(N)1/2"CW (N)HOSE BIBB(N)3/4"CW(N)1/2"CW (N)HOSE BIBB(N)1/2"CW (N)HOSE BIBB(N)1/2"CW(N)1/2"CW(N)HOSE BIBBHW-1HW-1HW-1HW-1HW-1HW-1HW-1(N)1/2"(N)1/2"(N)1/2"(N)1/2"(N)1 / 2 " (N)1 / 2 " (N)1 / 2 "FD-1FD-1FD-1FD-1FD-1FD-1FD-1L-1L-1L-1L-1L-1L-1L-1WC-1WC-1WC-1WC-1WC-1WC-1WC-1UR-1UR-1UR-1UR-1UR-1UR-1UR-1(N)TRAPPRIMER LINE(N)TRAPPRIMER LINE(N)TRAPPRIMER LINE(N)TRAPPRIMER LINE(N)TRAPPRIMER LINE(N)TRAPPRIMER LINE(N)TRAPPRIMER LINE(N)SHUT-OFFVALVE(N)SHUT-OFFVALVE(N)SHUT-OFFVALVE(N)SHUT-OFFVALVE(N)SHUT-OFFVALVE(N)SHUT-OFFVALVE(N)SHUT-OFFVALVEBLDG. 1 ROOF WATER PLANSCALE: 1/8"= 1'-0"HW-1HW-1HW-1HW-1HW-1HW-1HW-1(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW(N)1/2"CW1111111HVACUNITHVACUNITHVACUNITHVACUNITHVACUNITHVACUNITHVACUNITSLOPE 1/4" PER FOOT MIN.SLOPE 1/4" PER FOOT MIN.SLOPE 1/4" PER FOOT MIN.ROOFHATCH(N) 1/2"CONDENSATECOPPER LINE(N) 1/2"CONDENSATECOPPER LINEDOWN TO FRENCHDRAIN DETAIL. SEEDETAIL#2/P1(N) 1/2"CONDENSATECOPPER LINE (N)4"C.O.T.G.(N)4"C.O.T.G.(N)6"SWR.(N)6"SWR.(N)2"SWR.(N)2"SWR.(N)FD-1(N)3"VENTTO ROOF(N) 3" WALLCLEAN-OUT(N)3" VNT. (N)2" VNT.(N) L-1(N)WC-1(N)3"C.O.T.F.(N)3"SWR.(N)3"SWR.(N)2" VNT.(N) UR-1(N) 2" WALLCLEAN-OUT(N)2" VNT.(N)2" VNT.( N ) 2 "S WR .(N)2"SWR.(N)FD-1(N)3"VENTTO ROOF(N) 3" WALLCLEAN-OUT(N)3" VNT. (N)2" VNT.(N) L-1(N)WC-1(N)3"C.O.T.F.(N)3"SWR.(N)2" VNT.(N) UR-1(N) 2" WALLCLEAN-OUT(N)2" VNT.(N)2" VNT.(N)3"SWR.(N)2"SWR.(N)2"SWR.(N)FD-1(N)3"VENTTO ROOF(N) 3" WALLCLEAN-OUT(N)3" VNT. (N)2" VNT.(N) L-1(N)WC-1(N)3"C.O.T.F.(N)3"SWR.(N)3"SWR.(N)2" VNT.(N) UR-1(N) 2" WALLCLEAN-OUT(N)2" VNT.(N)2" VNT.(N)2"SWR.(N)2"SWR.(N)FD-1(N)3"VENTTO ROOF(N) 3" WALLCLEAN-OUT(N)3" VNT.(N)2" VNT.(N) L-1(N)WC-1(N)3"C.O.T.F.(N)3"SWR.(N)2" VNT.(N) UR-1(N) 2" WALLCLEAN-OUT(N)2" VNT.(N)2" VNT.(N)3"SWR.(N)4"C.O.T.G.(N)6"SWR.( N ) 2 " S WR .(N)2"SWR.(N)FD-1(N)3"VENTTO ROOF(N) 3" WALLCLEAN-OUT(N)3" VNT. (N)2" VNT.(N) L-1(N)WC-1(N)3"C.O.T.F.(N)3"SWR.(N)2" VNT.(N) UR-1(N) 2" WALLCLEAN-OUT(N)2" VNT.(N)2" VNT.(N)3"SWR.(N)2"SWR.(N)2"SWR.(N)FD-1(N)3"VENTTO ROOF(N) 3" WALLCLEAN-OUT(N)3" VNT. (N)2" VNT.(N) L-1(N)WC-1(N)3"C.O.T.F.(N)3"SWR.(N)3"SWR.(N)2" VNT.(N) UR-1(N) 2" WALLCLEAN-OUT(N)2" VNT.(N)2" VNT.( N ) 2 "S WR .(N)2"SWR.(N)FD-1(N)3"VENTTO ROOF(N) 3" WALLCLEAN-OUT(N)3" VNT. (N)2" VNT.(N) L-1(N)WC-1(N)3"C.O.T.F.(N)3"SWR.(N)2" VNT.(N) UR-1(N) 2" WALLCLEAN-OUT(N)2" VNT.(N)2" VNT.(N)3"SWR.WASTE ISOMETRICBUILDING 1P3NO. DATE REVISIONSPROJECT: AN INDUSTRIAL BUILDING FOR:POOLE PLAZA LLC.PALM DESERT, CA. 92211TITLESHEET NO.OF:DATEJUNE 2020DRN. BY A.G.SCALEAS NOTEDAPPROVED1. 07/22/19 FIRE /BLDG. DEPT. CORR.75051 SEGO LN.Ramon Gutierrez (760)485-7003 / ramongwd@gmail.comAdolfo Gutierrez (760)898-8210 / adolfogwd@gmail.com2. 05/22/20 BLDG. DEPT. CORR.3. 07/12/20 BLDG. DEPT. CORR.BLDG. 1 WASTE ISOMETRICNOT TO SCALE(N)2"SWR.(N) S-1(N) 2" WALLCLEAN-OUT(N)2" VNT.(N)2"SWR.(N)2" VNT.(N) S-1(N) 2" WALLCLEAN-OUT( N ) 2 "S WR .(N) S-1(N)2" VNT.(N)2"SWR.(N)2" VNT.(N) S-1(N) 2" WALLCLEAN-OUT( N ) 2 "S WR .(N) S-1(N)2" VNT.(N) 2" WALLCLEAN-OUT( N ) 2 " S W R .(N) S-1(N)2" VNT.(N)2"SWR.(N)2" VNT.(N) S-1 COOK ST. GREENWAY SEGO LANEFG181.70LEGENDLOT 1-TRACT 13236MB 115/83-84PARCEL 2PARCEL MAP NO 18142PM 100/9PARCEL 2PARCEL MAPNO 27463PM 180/74CONSTRUCTION NOTES & QUANTITY ESTIMATEDEMOLITION NOTESDOMESTIC WATER CONSTRUCTION NOTESSANITARY SEWER CONSTRUCTION NOTES (T C 1 8 1 . 3 6 )(FL180.92)(T C 1 8 1 . 1 1 ) (T C 1 8 1 . 4 8 ) ( T C 1 8 1 . 5 9 ) (T C 1 8 1 . 7 2 ) (T C 1 8 1 . 9 1 ) (T C 1 8 2 . 1 5 )(FL181.63)(F L 1 8 1 . 4 0 )(FL181.23)(FL181.11)(FL181.01)(FL180.50)(FL180.49)(LIP181.53)(L I P 1 8 1 . 3 5 ) (L I P 1 8 1 . 1 9 )(LIP181.11)(LIP181.00)(LIP181.66)(TC183.11)(T C 1 8 3 . 1 5 ) (T C 1 8 3 . 1 0 ) (T C 1 8 2 . 3 1 ) (T C 1 8 3 . 1 7 ) (T C 1 8 3 . 1 5 ) (T C 1 8 3 . 1 8 ) (T C 1 8 3 . 1 7 ) ( T C 1 8 3 . 3 5 )(TC183.38)(T C 1 8 3 . 3 6 )(TC183.10)(T C 1 8 2 . 8 6 ) (T C 1 8 3 . 1 0 )(TC183.45)(TC183.40)(TC183.35)(TC 1 8 3 . 2 3 ) (T C 1 8 3 . 1 8 ) (TC183.0 1 )(TC 1 8 2 . 9 8 ) (TC 1 8 2 . 8 8 )(TC182.91)(TC182.80)(FL179.44)(LIP179.55)(TC180.08)(TC179.82)(FL1 7 9 . 2 0 )(LIP179.29)(LIP1 7 9 . 0 5 )(FL179.00)(TC179.61)(TC180.39)(TP17 9 . 8 1 ) (TP17 9 . 9 8 ) (TC180.5 0 ) (TC180.80)(TP18 0 . 2 8 )(FL182.04)(FL182.34)(F L 1 8 2 . 7 9 )(NG182.68)(NG182.42)(N G 1 8 2 . 5 4 )(NG182.74)(NG182.20)(NG 1 8 2 . 4 4 )(NG182.04)(NG182.34)(NG182.61)(NG183.37)(NG183.47)(NG182.65)(NG 1 8 0 . 0 2 ) (T C 1 8 1 . 3 6 )(FL180.92)(T C 1 8 1 . 1 1 ) (T C 1 8 1 . 4 8 ) ( T C 1 8 1 . 5 9 ) (T C 1 8 1 . 7 2 ) (T C 1 8 1 . 9 1 ) (T C 1 8 2 . 1 5 )(FL181.63)(F L 1 8 1 . 4 0 )(FL181.23)(FL181.11)(FL181.01)(FL180.50)(FL180.49)(LIP181.53)(L I P 1 8 1 . 3 5 ) (L I P 1 8 1 . 1 9 )(LIP181.11)(LIP181.00)(LIP181.66)(TC183.11)(T C 1 8 3 . 1 5 ) (T C 1 8 3 . 1 0 ) (T C 1 8 2 . 3 1 ) (T C 1 8 3 . 1 7 ) (T C 1 8 3 . 1 5 ) (T C 1 8 3 . 1 8 ) (T C 1 8 3 . 1 7 ) ( T C 1 8 3 . 3 5 )(TC183.38)(T C 1 8 3 . 3 6 )(TC183.10)(T C 1 8 2 . 8 6 ) (T C 1 8 3 . 1 0 )(TC183.45)(TC183.40)(TC183.35)(TC 1 8 3 . 2 3 ) (T C 1 8 3 . 1 8 ) (TC183.0 1 )(TC 1 8 2 . 9 8 ) (TC 1 8 2 . 8 8 )(TC182.91)(TC182.80)(FL179.44)(LIP179.55)(TC180.08)(TC179.82)(FL1 7 9 . 2 0 )(LIP179.29)(LIP1 7 9 . 0 5 )(FL179.00)(TC179.61)(TC180.39)(TP17 9 . 8 1 ) (TP17 9 . 9 8 ) (TC180.5 0 ) (TC180.80)(TP18 0 . 2 8 )(FL182.04)(FL182.34)(F L 1 8 2 . 7 9 )(NG182.68)(NG182.42)(N G 1 8 2 . 5 4 )(NG182.74)(NG182.20)(NG 1 8 2 . 4 4 )(NG182.04)(NG182.34)(NG182.61)(NG183.37)(NG183.47)(NG182.65)(NG 1 8 0 . 0 2 )TC183.59TP183.09TC183.59TP183.09TC183.88TP183.38TC183.66TP183.16TC183.30FL182.80TC182.70FL182.20LPTC182.81FL182.31TC182.51FL182.01TC182.19FL181.69TP183.86TP183.86TC183.02TP182.52TC183.20TP182.70TC183.81FL183.31HPTC182.90FL182.40GBCOOK ST. GREENWAY (FL180.64)FS183.86TC182.90FL182.40HPFS183.86FS183.86FS183.86TC183.59TP183.09TC183.59TP183.09TC183.59TP183.09TC183.59TP183.09TC182.68TP182.18TC182.64TP182.14TC182.94TP182.44TC182.96TP182.46TC183.59TP183.09TC183.59TP183.09FS183.59 FS183.69FS183.69 FS183.59 TC182.98TP182.48TC182.94TP182.44TC183.17TP182.67TC183.14TP182.64LIP182.40LIP182.31LIP182.31LIP182.35TP182.66TP182.64TP182.65TP183.44HPTP183.86TC183.15FL182.65TC183.66TP183.16FS183.78TC183.66TP183.16TC183.16TP182.66TC182.93TP182.43TC183.00TP182.50TC182.96FL182.46TC183.20FL182.70TC183.38TP182.88TC183.17TP182.67TG182.12TC183.68FL183.18TC183.40FL182.90TC183.27FL182.77TC183.24FL182.74GBTC182.47FL181.97TC182.16TP181.66FL182.79LIP182.86LIP182.88LIP182.97LIP182.92TC183.78TP183.78TP183.86(FL180.96)FS181.67 FS182.48FS181.34 FS181.26FS181.59 TC182.50FL182.00(TC181.41)(FL180.9)MATCH EXISTING(TC181.16)(FL180.58)TC181.83TG181.33TC182.16TG181.66FS181.47MATCH EXISTING(TC181.17)(FL180.54)MATCH EXISTINGFS181.26FS181.51 TC182.140(FL181.59)FS181.57FS181.68FS181.81FS182.00 FL182.24FL182.18 FS180.04FS180.02FS182.37FS182.28FS182.37FS182.24FS182.27 FS180.06FS180.14FS180.08FS180.10FS180.07 FS182.99FS183.12FG181.7 FG181.6FS183.52 FG182.0FS183.40FG181.7 TP183.86TP183.86FG183.36FG183.62 FG179.38FG179.88FG179.56FG179.07 FG179.93FG179.88FG179.60FG179.55 FG179.69FG180.18FG180.23FG180.19FG180.11FG179.61FG180.15FG180.11FG180.16FG180.05 FG180.23 FG180.14FG179.92FG179.61 TC184.02TP183.52(FS179.73)(FS179.98)FL182.22FL182.20BUILDING 2FF183.90PAD183.2CONSTRUCTION NOTESSEE SHEET 4SEE SHEET 4SEE SHEET 2SEE SHEET 2℄℄ ℄℄DOMESTIC WATER CONSTRUCTION NOTESSANITARY SEWER CONSTRUCTION NOTES (TC 1 8 2 . 1 5 ) (T C 1 8 2 . 3 1 ) (T C 1 8 2 . 4 5 ) (T C 1 8 2 . 5 4 ) (T C 1 8 2 . 6 9 ) ( T C 1 8 2 . 7 6 ) (TC182 .87 ) (T C 1 8 3 . 0 2 ) (T C 1 8 2 . 6 2 ) (T C 1 8 2 . 7 4 ) (T C 1 8 3 . 1 5 ) (T C 1 8 4 . 5 3 ) (T C 1 8 3 . 2 7 )(FL184.04)(F L 1 8 2 . 6 4 )(FL182.63)(FL182.62)(FL182.55)(F L 1 8 2 . 4 3 )(FL182.30)(FL182.25)(FL182.12)(F L 1 8 1 . 9 8 )(FL181.80)(FL181.63)(LIP182.75)(L I P 1 8 2 . 7 6 )(LIP182.64)(LIP182.68)(L I P 1 8 2 . 5 0 )(LIP182.39)(LIP182.35)(LIP182.25)(LIP182.10)(LIP181.93)(LIP 1 8 1 . 7 4 ) ( F L 1 8 4 . 4 9 ) (F L 1 8 4 . 4 6 ) (F L 1 8 4 . 4 4 )(FL184.26)(F L 1 8 4 . 2 0 ) ( F S 1 8 3 . 0 9 ) ( F S 1 8 3 . 1 0 ) ( F S 1 8 4 . 1 4 ) (F S 1 8 4 . 1 8 ) (F S 1 8 4 . 2 2 ) (F S 1 8 4 . 2 8 ) ( F S 1 8 4 . 4 3 ) (F S 1 8 4 . 4 6 ) ( F S 1 8 4 . 5 4 ) (F S 1 8 4 . 5 0 ) ( F S 1 8 4 . 5 9 ) ( F S 1 8 4 . 4 4 ) (E P 1 8 4 . 6 9 ) (E P 1 8 4 . 6 2 ) (E P 1 8 4 . 5 2 ) ( E P 1 8 3 . 3 1 ) ( E P 1 8 3 . 0 9 )(NG184.05)(NG183.67)(NG183.19)(NG183.16)(NG182.80)(NG182.58)(NG182.77)(NG182.76)(NG182.53)(NG1 8 2 . 7 6 )(NG183.25)(NG183.56)(NG183.92)(NG184.49)(N G 1 8 5 . 3 7 ) (N G 1 8 3 . 8 0 )(NG184.19)(NG183.87)(NG183.79)(NG18 3 . 8 4 ) ( F S 1 8 3 . 2 8 ) ( T P 1 8 3 . 6 8 ) (F S1 83 . 28 ) (TC 1 8 2 . 1 5 ) (T C 1 8 2 . 3 1 ) (T C 1 8 2 . 4 5 ) (T C 1 8 2 . 5 4 ) (T C 1 8 2 . 6 9 ) ( T C 1 8 2 . 7 6 ) (TC182 .87 ) (T C 1 8 3 . 0 2 ) (T C 1 8 2 . 6 2 ) (T C 1 8 2 . 7 4 ) (T C 1 8 3 . 1 5 ) (T C 1 8 4 . 5 3 ) (T C 1 8 3 . 2 7 )(FL184.04)(F L 1 8 2 . 6 4 )(FL182.63)(FL182.62)(FL182.55)(F L 1 8 2 . 4 3 )(FL182.30)(FL182.25)(FL182.12)(F L 1 8 1 . 9 8 )(FL181.80)(FL181.63)(LIP182.75)(L I P 1 8 2 . 7 6 )(LIP182.64)(LIP182.68)(L I P 1 8 2 . 5 0 )(LIP182.39)(LIP182.35)(LIP182.25)(LIP182.10)(LIP181.93)(LIP 1 8 1 . 7 4 ) ( F L 1 8 4 . 4 9 ) (F L 1 8 4 . 4 6 ) (F L 1 8 4 . 4 4 )(FL184.26)(F L 1 8 4 . 2 0 ) ( F S 1 8 3 . 0 9 ) ( F S 1 8 3 . 1 0 ) ( F S 1 8 4 . 1 4 ) (F S 1 8 4 . 1 8 ) (F S 1 8 4 . 2 2 ) (F S 1 8 4 . 2 8 ) ( F S 1 8 4 . 4 3 ) (F S 1 8 4 . 4 6 ) ( F S 1 8 4 . 5 4 ) (F S 1 8 4 . 5 0 ) ( F S 1 8 4 . 5 9 ) ( F S 1 8 4 . 4 4 ) (E P 1 8 4 . 6 9 ) (E P 1 8 4 . 6 2 ) (E P 1 8 4 . 5 2 ) ( E P 1 8 3 . 3 1 ) ( E P 1 8 3 . 0 9 )(NG184.05)(NG183.67)(NG183.19)(NG183.16)(NG182.80)(NG182.58)(NG182.77)(NG182.76)(NG182.53)(NG1 8 2 . 7 6 )(NG183.25)(NG183.56)(NG183.92)(NG184.49)(N G 1 8 5 . 3 7 ) (N G 1 8 3 . 8 0 )(NG184.19)(NG183.87)(NG183.79)(NG18 3 . 8 4 ) ( F S 1 8 3 . 2 8 ) ( T P 1 8 3 . 6 8 ) (F S1 83 . 28 )TC184.96TP184.46GBTC184.50TP184.00TC183.60TP183.10TC183.46TP182.96FL184.59FL184.75HPFL183.63FL183.21GBFL183.49HPTC183.05FL182.55GBTP183.86TP185.11TP185.11TP185.11TC184.96TP184.46TC184.96TP184.46TC184.64TP184.14TC184.53TP184.03TC184.35TP183.85TC184.12TP183.62TC184.34FL183.84TC184.07FL183.57TC183.77FL183.27TC183.46FL182.96TP185.10TP185.11TP185.11TC182.96TG182.46SEGO LANE(FL182.57)FL184.75HPTG184.52FL184.75HPFL184.52LPFS185.16FS185.16FS185.16FS185.16TC184.96TP184.46TC184.96TP184.46TC184.49TP183.99TC184.27TP183.77TC184.28TP183.78TC183.97TP183.47TC183.94TP183.44TC184.26TP183.76TC184.47TP183.97TC184.24TP183.74TC184.05TP183.55TC183.63TP183.13TP183.95TP183.93TC183.99TP183.49GBTC183.21TP182.71TC185.21TP184.71TC185.13TP184.63TC184.50TP184.00TC185.40TP184.90TP185.11TP185.11TC184.86TP184.36TC184.86TP184.36FS185.06FS185.06 TC184.49TP183.99TP183.83TC183.16TP182.66TP183.35TC183.42TP182.92TC183.52TP183.02TC184.02TP183.52TC184.36TP183.86TP183.86TC183.45TP182.95FS183.81FS183.68FS183.68TC183.17FL182.67(Fl181.61)FS182.42(Fl181.72)FS182.50FS182.46FS182.51TC183.20TP182.70TC182.98TP182.48TC182.140(FL181.59)MATCH EXISTINGTC182.24(Fl182.24)MATCH EXISTINGTC183.09TP182.59FS182.43FS182.19FS182.33FS182.48FS182.40FS182.54FS182.63FS182.78FS182.85FS183.65FS183.55FS183.53FS183.60TP183.99TP183.91FS182.75FS183.54FS183.59FS183.45FS183.50FS182.78FS182.85FS182.84 (TC182.98)(FL182.52)MATCH EXISTINGFS183.20FS183.27FS183.15FS183.58(FL182.63)(TC183.15)(FL182.64)MATCH EXISTINGFL183.43FL183.49TG183.30TC185.07TP184.57TC185.07TP184.57TC185.07TP184.57FS185.16 TC184.40TP183.90TC184.54TP184.04TC184.64TP184.14TC183.90TP183.40FS183.05FS183.24TG184.49TP184.8±MATCH EXISTINGTP184.97GBLIP184.56MATCH EXISTINGTP184.85TP184.0TC183.66TP183.16TC183.55TP183.05TC183.26TP182.76 FS185.18FS185.18FS184.98FS185.10 FS184.83FS185.04FS184.59FS184.80FG183.56TC184.96TP184.46TP183.51TP183.48TP183.48TP183.51TC184.10TP183.60TP184.36TP184.36FS185.18FS185.06 FS184.45 FS184.45 FS182.94BUILDING 1FF185.20PAD184.5CONSTRUCTION NOTESSEE SHEET 2SEE SHEET 2℄℄DOMESTIC WATER CONSTRUCTION NOTESSANITARY SEWER CONSTRUCTION NOTES (TC1 7 9 . 3 7 )(FL178.77)(LIP178.83)(LIP178.71)(FL178.57)(TC1 7 9 . 2 1 ) (TC1 7 9 . 0 1 ) (FL17 8 . 3 3 )(LIP178.49)(TC179.68)(TP178.97)(TP179.36)(TC179.98)(TP17 9 . 5 5 )(TC180.18)(NG182.12)(NG182.57)(NG182.42)(NG 1 8 3 . 3 6 ) (NG 1 8 3 . 4 4 ) (NG 1 8 2 . 4 7 )(NG181.95)(NG180.01)(NG179.53)(NG178.95)(NG183.38)(TC1 7 9 . 3 7 )(FL178.77)(LIP178.83)(LIP178.71)(FL178.57)(TC1 7 9 . 2 1 ) (TC1 7 9 . 0 1 ) (FL17 8 . 3 3 )(LIP178.49)(TC179.68)(TP178.97)(TP179.36)(TC179.98)(TP17 9 . 5 5 )(TC180.18)(NG182.12)(NG182.57)(NG182.42)(NG 1 8 3 . 3 6 ) (NG 1 8 3 . 4 4 ) (NG 1 8 2 . 4 7 )(NG181.95)(NG180.01)(NG179.53)(NG178.95)(NG183.38)TC183.61TP183.11TC183.10TP182.60TC183.59TP183.09TC182.07FL181.57TC182.20FL181.70TC182.77TP182.27TC182.83TP182.33FS183.86FS183.86TC181.98FL181.48LPTC182.33FL181.83HPTC182.16TG181.66LPTC182.64FL182.14TC182.80TP182.30TC182.77TP182.27TC183.07TP182.57TC182.98TP182.48TC182.81TP182.31TC183.45TP182.95TC183.42TP182.92TC182.46FL181.96GBFL182.04TC183.45TP182.95TC183.60TP183.10FS183.60FS183.82FS183.86TC183.59TP183.09TC183.59TP183.09TC183.59TP183.09TC183.59TP183.09FS183.86FS183.86TC182.83TP182.33TC182.81TP182.31TC182.46TP181.96TC182.49TP181.99TC182.33TP181.83TC182.24TP181.74TC182.28TP181.78TC182.69TP182.19TC182.66TP182.16TC182.37TP181.87TC182.75TP182.25TC182.73TP182.23TC182.89TP182.39FG179.16FG178.67FG179.21FG179.16FG179.21 FG179.00FG179.49FG179.54FG179.49FG179.54FG178.85FG179.34FG179.39FG179.34 (FS179.56)(FS179.36)(FS179.30)(FS179.19)FG182.36FG182.21FG182.33FG182.94FG181.70FG183.40FG183.40FG183.40FG182.40 FG182.40 GREENWAY SEGO LANEFS185.16FS185.16FS185.16FS185.16FS185.16FG181.70CONSTRUCTION NOTESSEE SHHET 3SEE SHHET 3 SEE SHEET 2SEE SHEET 2℄℄DEMOLITION NOTESDOMESTIC WATER CONSTRUCTION NOTESNOTE; COOK ST. GREENWAY SEGO LANEPHASE 1PHASE 2STORM DRAIN NOTES PHASE 1:D E S C R I P T I O N#STORM DRAIN NOTES PHASE 2:D E S C R I P T I O N#184.52 TG180.52 INV℄℄ ℄℄SECTION A-A CITY OF PALM DESERT COMMUNITY DEVELOPMENT DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, Assistant Planner Date: September 8, 2020 Subject: MISC 18-0018 – 73-444 Ironwood Street – Fence Exception Project Summary The project is a material and height exception for two (2) existing gates located at 73- 444 Ironwood Street. The gates are constructed from tubular steel and finished with stained wood. They are 5’-10” tall and setback approximately 14’-6” from the face of curb. This item last appeared before the Architectural Review Commission (ARC) on August 25, 2020. The commission was supportive of granting approval of the fence with assurances the quality of the fence would be up kept and directed staff to prepare conditions of approval requiring consistent maintenance. The conditions are included in the staff recommendation. Zoning Ordinance Summary PDMC Section 25.40.080 Fences and Walls (Fence Code), contains standards for fence placement, fence height, permissible wall and fence materials, and fence design. Per the Fence Code, the maximum permitted height of the wall in its current location is 4’-11”. The current fence exceeds this allowance by a minimum of 1’. The Fence Code does not allow the use of wood material in fences facing street frontage. Exceptions to the standards of the Fence Code may be granted subject to ARC approval. Staff Recommendation Approve the proposed fence, granting the exception with the following conditions of approval: 1. The Property Owner shall maintain the fence(s) to preserve a “like new” appearance (based on the date of approval and as documented in the file photographs) that is visually free of major wood decay, including but not limited to cracking, splintering, warping, cupping, rotting, sun damage, greying, fading and mildew. The wooden fence panels shall be replaced as needed to preserve a “like new” appearance. MISC 18-0018 Page 2 of 2 September 8, 2020 2. The Property Owner shall, on an annual basis, reseal the wood fence panels using a translucent sealant which preserves the natural grain of the wood fence panels. 3. Maintenance of the fence as described above shall remain in effect for as long as the fence remains on the property. 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Jr� * 1r - 4 r .100 Rib'"� f y r Or Mt - T 'k try+ +'r + • , OP r ' it Air wVs- k b Ir'` 1d6 i ' w fir. ■ _-�� Lam• - 3 � aq4L_ a CITY OF PALM DESERT COMMUNITY DEVELOPMENT DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, Assistant Planner Date: September 8, 2020 Subject: MISC 20-0012 – 73-355 Grapevine Street – Single-Family Home Height Exception Project Summary The project is a request for a height exception to construct a 3,337-square-foot single-family residence with a maximum height of 17’-6”. The project also includes a detached 219-square-foot office and 1,852-square-foot detached garage/accessory dwelling unit. The property is a .91-acre lot developed with an existing single-family residence and zoned R-1-40,000 located along Grapeview Street. The architecture of the proposed structure is contemporary and characterized by elements of mid-century modern architecture including broad horizontal forms, flat roofs, large full-height windows and wide roof overhangs. Zoning Ordinance Summary Per section 25.10 of the Palm Desert Municipal Code (PDMC), the maximum height for a structure in the R-1-40,000 zone is 15’. The Architectural Review Commission (ARC) may grant exceptions for homes to have a maximum height of 18’ based on design merit. Staff Recommendation Approve the proposed home, granting the exception as proposed. Attachment: Project Plans Applicant: Omar Perez City Of Palm Desert / Department of Community Development ARCHITECTURAL REVIEW APPLICATION 73-510 Fred Waring Drive. Palm Desert • California* 92260 e (760) 346-0611 a Fax (760) 776-6417 Telephone: (760) 779-5393 Mailing Address: 44530 San Pablo Ave, STE 200 Fax number: City: Palm Desert State: CA Zip: 92260 Email: omarp@pvgarchitects.com Property Owner: Mario Hernandez Mailing Address: 73355 Grapevine St City: Palm Desert Representative: David Prest Telephone: (760) 535-4976 Fax number: State: CA Zip: 92260 Email: marioh@glazcon.com Telephone: (760) 779-5393 Mailing Address: 44530 San Pablo Ave, STE 200 Fax number: City: Palm Desert State: CA Zip: 92260 Email: davidp@pvgarchitects.com Please send correspondence to (check one): Applicant Property Owner X Representative Project Address(s). 73355 Grapevine St, Palm Desert, CA 92260 Assessor Parcel Number(s): 630-081-004 Project Request (describe specific nature of approval requested): Increasing maximum height to 18--a' above pad elevation. Property Owner Authorization: The undersigned states that they are the owner(s) of the property described and herein give authorization for the filing of the application. Mario Hernandez 8/28/2020 Signature Print Name Date App ant / Representative Signature: By signing this application I certify that the information provided is accurate. I undEtstand1hat the City might not approve what I am applying for and/or might require conditions of approval. re ONLY PROJECT NO: ACCEPTED BY: David Priest Print Name DATE: 8/28/2020 Date City of Palm Desert Architectural Review Application 2 Architectural Review of: Project Number: __________________________ ____________________________________________ (Type of Project) ____________________________________________ (Applicant) ******************************************************************************************* Agreement of compliance to be signed by those applying for review. I hereby acknowledge that I have read and agree to comply with all the following requirements, and understand that the Department of Building and Safety will not issue a building permit or allow occupancy on the use permitted until this signed confirmation has been received by the Department of Community Development. The development of this project shall conform substantially to all development plans submitted in behalf of this case, and as revised according to the Architectural Review Commission process. Any minor change requires approval by the Director of Community Development. Any substantial change requires approval by the Architectural Review Commission. All requirements of any law, ordinance, or regulation of the State, City and any other applicable government entity shall be complied with as part of the development process. This approval is generally valid for one year from approval date unless extended by the Architectural Review Commission. Landscaping (with irrigation system) for single-family dwellings shall be installed at front and street side yards prior to final inspection and receiving certificate of occupancy. Landscaping (with irrigation system) for apartments, condominiums and commercial projects shall be installed in all areas shown on plans, prior to final inspection and receiving certificate of occupancy. Curb, gutter, curb cuts and tie-in paving shall be provided along the full frontage of the lot by means of installation prior to final inspection or other provisions as approved by the city engineer. Construction shall conform to city standards and all requirements of the city engineer. All new and existing electrical distribution lines, telephone, cable antenna television, and similar service wires or cables, which are adjacent to and provide service to the property being developed, shall be installed underground as a part of development from the nearest existing pole not on the property being developed as required by municipal code. Signed by: _______________________________________ Date: _______________________ City of Palm Desert Architectural Review Application 3 I. SUBMITTAL REQUIREMENTS:  A Completed Architectural Review Application form completely filled out with all required signatures.  Exhibits and completed forms, as specified below.  Additional information determined to be useful in the evaluation of this application.  Once the application has been deemed complete, the project will be scheduled for Architectural Review by the case planner. II. PROCEDURE: A. Submit a complete application with all sets of required plans and appropriate fee to the Department of Community Development for staff review.  New Construction of buildings with approved pad locations and façade enhancements: must be submitted four (4) weeks before the next scheduled meeting.  Single-family review: Applications associated with single-family home cases must be submitted no later than two (2) weeks before the next scheduled meeting, unless a 10-day notification is required for the project (i.e. RV, carport, wall height exceptions). Plans may be submitted directly to the Building and Safety Department for plan check before approval.  Paint Color Exterior Modifications: The colors of an existing building, structure, sign, wall, fence or other improvements to real property that are visible from public right-of-way shall not be significantly changed unless reviewed and approved by the Director of Community Development or Architectural Review Commission upon appeal. This shall be a no fee process. For the purposes of this section “significantly changed” means a change in hue, shade or intensity of color. (Ord. 1015A § 2 (Exhibit A), 2004)  Continued Cases: All cases continued by the Architectural Review Commission must submit revised plans no later than eight (8) days prior to the next scheduled hearing. B. Projects/cases are presented to the Architectural Review Commission for preliminary approval of new construction and façade enhancement plans and final approval for signage and single-family review. C. Applications submitted with Precise Plan applications, Conditional Use applications and/or Tentative Tract Maps will be scheduled for public hearing with the Planning Commission and City Council (if needed) after preliminary approval from the Architectural Review Commission. D. There is a 15-DAY APPEAL from the day of a decision taken by the Architectural Review Commission. If appealed the case will be scheduled for City Council review within 40 days of the appeal. E. Projects that have received preliminary approval from the Architectural Review Commission will be scheduled for a “Final hearing” with the Architectural Review Commission once building plans are submitted to the City’s Building and Safety Department. III. APPLICATION CHECKLIST: APPLICATIONS WILL NOT BE ACCEPTED IF ANY EXHIBITS ARE NOT INCLUDED. A. NEW CONSTRUCTION/TRACT HOMES/FAÇADE ENHANCEMENTS: The following plans and exhibits are required for Architectural Review: ____ One (1) full size set of plans (typically 24”x36”) to scale, folded to a maximum size of 8½”x13” ____ Fifteen (15) 11” x 17” complete set of plans. City of Palm Desert Architectural Review Application 4 Each set of plans should include: ____ Site Plan, as described in Section IV ____ Architectural Elevations, as described in Section IV ____ Floor Plans, as described in Section IV ____ Roof Plan, as described in Section IV ____ Cross Sections, as described in Section IV ____ Landscape Plan, as described in Section IV ____ Preliminary Grading and Utility Plan, as described in Section IV ____ Exterior Lighting Plan, as described in Section IV ____1 full size multi colored site plan indicating open space/landscaping, building(s), parking and driveway(s). Where more than one height of building is proposed, show each in a different color. DO NOT MOUNT THIS COPY ON A BOARD ____1 full size colored elevations for all four (4) sides of proposed building(s) ____1 CD or other electronic format of digital files (PDF) for all plans ____1 Color samples/Materials board as described in Section V.3 of this application B. SINGLE-FAMILY REVIEW: ____ One (1) full size set of plans (typically 24”x36”) to scale, folded to a maximum size of 8½”x13” ____ Fifteen (15) 11” x 17” complete set of plans. Each set of plans should include: ____ Site Plan, as described in Section IV ____ Architectural Elevations, as described in Section IV ____ Floor Plans, as described in Section IV ____ Roof Plan, as described in Section IV ____ Cross Sections, as described in Section IV ____ Landscape Plan, as described in Section IV ____ Preliminary Grading and Utility Plan, as described in Section IV ____ Exterior Lighting Plan, as described in Section IV C. PAINT COLOR/EXTERIOR MODIFICATIONS: ____ 1 set of Photos of existing colors ____ 2 sets of proposed color and material change ____ Color renderings/photo simulations of building. IV. EXHIBIT REQUIREMENTS CHECKLIST: APPLICATIONS MAY BE REJECTED IF ALL PLANS DO NOT INCLUDE AT LEAST THE FOLLOWING INFORMATION: APPLICANTS ARE STRONGLY ENCOURAGED TO CONTACT THE COMMUNITY DEVELOPMENT AND PUBLIC WORKS DEPARTMENT PRIOR TO SUBMITTING AN APPLICATION. A. SITE PLAN: ____Name, address, and phone number of property owner, applicant, engineer and architect ____Scale, not less than 1”=30’ ____North Arrow ____Vicinity map including project address/location ____Fully dimensioned subject parcel boundaries ____Abutting streets and right-of-ways, dimensioned (consult with Department of Public Works) ____Existing/proposed street(s) and width(s) including: centerline, median islands, parkway width, and sidewalk(s) dimensions ____Access and driveway dimensions ____Location and dimensions of all existing and proposed easements City of Palm Desert Architectural Review Application 5 ____All utility line locations (gas, electric, cable, water and sewer) ____ADA Ramps, Paths and Path of travel ____All existing and proposed structures ____All building setbacks from property lines ____Building dimensions (include roof overhangs) ____Location, elevations and height of proposed walls and fences ____Location of trash enclosures ____Parking layout with dimensions of stalls, aisle widths, walkways and surface type ____Map Legend including: ____Gross and net acreage of parcel(s) ____Gross and net floor area of structure(s) and type of use ____Required and proposed number of parking spaces (including handicap) ____Lot coverage (percentage of land covered by building(s)) ____Landscape percentage in and adjacent to the parking area B. ARCHITECTURAL ELEVATIONS: ____Show height of new structures from Finished Grade to highest part of the structure, the roof parapets, and each floor. ____Show screening for all roof-mounted equipment ____Proposed signage/awning location (if signage will be on the building after it is built) ____Colored Elevations, rendering and/or perspectives (separate sheet) C. FLOOR PLANS: ____Dimensions of interior rooms ____Label all rooms ____Dimensions of all exterior components D. ROOF PLAN: ____Indicate top of parapet heights ____Location of roof mounted equipment ____Location of ladder for roof access E. CROSS SECTIONS: ____Cut through the project site and any street surrounding the property to indicate height of street curbs, adjacent, finished grad, foundation, finish floor, top of parapets, and roof mounted equipment for the proposed structure or structures. F. LANDSCAPE PLANS: ____Vicinity Map ____North Arrow ____Assessor Parcel Number(s) ____Scale, not less than 1”=20’ (1”=40’ allowable if tree plan is on a separate sheet from shrub and ground cover plan) ____Location of all trees, shrubs, plants, and ground cover ____Labeled Botanical name and size of all plant material ____One copy of plan to have individual trees and major shrub forms color-coded by species so that the distribution may be easily distinguished ____Perimeter treatment of property (fences, walls, vegetation screens, etc.) ____Show all exterior light fixtures (street lamps, landscape lighting, etc.) ____Street furniture and ornamentation (if applicable) to include: ____Rock outcroppings ____Benches ____Waterscape plan ____Newspaper stands ____Fountains ____Statues City of Palm Desert Architectural Review Application 6 ____Type of irrigation system to be used (in note form only for preliminary approval; provide complete irrigation plans with construction drawings) G. PRELIMINARY GRADING AND UTILITY PLANS: ____Vicinity map showing major street names, other reference points and landmarks ____ North arrow ____ Scale, not less than 1”=30’ ____ General drainage pattern of area to include site and adjacent properties within 100' (use arrows to show drainage flow to and from site) ____ Existing contours lines with adjacent top of curb elevations ____ Proposed locations of structures and drives ____ Any Access Agreements and Easements ____ Pad elevations of finished floors for proposed structures and existing structures ____ Finished grades ____ Adjacent pad heights for adjacent structures and grades ____ Elevations of existing street centerline ____ Any perimeter walls and fences that affect drainage ____ All relevant dimensions relation to the location of existing and proposed utilities, service lines, and easements. ____ Estimated cut and fill quantities ____ Size, grate elevation, invert elevation of all inlets or outlets, and drainage swales ____ Pipe materials, slopes and sizes H. COLOR MATERIAL BOARD: ____Board or sheet (maximum size of 8" x 13" by 3/8" thick) containing precise color swatches and material samples. I. BUILDING CODE ANALYSIS: ____ Building height and area analysis (show compliance with CBC Section 503, 504, & 506). ____ Show number of stories in complete and fully dimensioned elevations (CBC Section 503). ____ For “Mixed-Use” buildings provide an area analysis to justify the allowable floor areas. The sum of the ratios of the actual area for each occupancy divided by the allowable area for each occupancy must not exceed 1.00. For buildings with fire walls use the floor area of each separate building to justify the area (CBC Section 508.4.2 & 706.1). ____ Submit an exit plan that labels and clearly shows compliance with all required egress features: a common path of travel, required number of exists and separation, occupant load, required width, continuity, travel distance, elevators, etc. (BCBC 1001.1). PREST | VUKSIC | GREENWOOD A R C H I T E C T S I N T E R I O R S HERNANDEZ RESIDENCE CUSTOM RESIDENCE 73355 GRAPEVINE ST, PALM DESERT, CA 92260 HIGHWAY 74GRAPEVINE ST GRAPEVINE ST GRAPEVINE ST BURSERA WAY BURSERA WAY DESERT LILY DR DESERT L IL Y DRDESERT LILY DRTAMARISK ST WILLOW ST W ILLOW ST WILLOW ST BURSERA WAY GOLDFLOWER ST TAMARISK ST V E R B A S A N T A DRS H A D O W M O U N T A I N D R EPHEDRA LNOCOTILLO DROCOTILLO DRGOLDENROD LNHIGHWAY 74JOSHUATREESTFIDDLENECK LNJOSHUA TREESTSITESheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A001 SHEET INDEX AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 R3/U V-B YES 1 630-081-004 0.91 ACRES / 39,639 SF PROJECT ADDRESS 73355 GRAPEVINE ST PALM DESERT, CA 92260 BUILDING DATA OCCUPANCY TYPE OF CONSTRUCTION SPRINKLER NO. OF STORIES APN: LOT SIZE: PROJECT DATA SQUARE FOOTAGE NAME S.F. LIVING AREA 3,337.8 SF GARAGE 534.6 SF OFFICE 219.3 SF MECH 33.3 SF GUEST LIVING 916.9 SF GUEST GARAGE 935.7 SF GUEST MECH 24.8 SF Grand total 6,002.4 SF VICINITY MAP 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL SHEET NO.SHEET NAME A000 COVER SHEET A001 SHEET INDEX A100 EXISTING SITE PLAN A101 NEW SITE PLAN A201 OVERALL FLOOR PLAN A202 PARTIAL FLOOR PLAN A203 PARTIAL FLOOR PLAN A204 PARTIAL FLOOR PLAN A205 GUEST FLOOR PLAN A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A303 EXTERIOR ELEVATIONS A304 GUEST EXTERIOR ELEVATIONS A305 GUEST EXTERIOR ELEVATIONS A306 PERSPECTIVES A307 PERSPECTIVES A308 PERSPECTIVES A309 PERSPECTIVES A310 PERSPECTIVES A311 PERSPECTIVES A401 COLORED ELEVATIONS A402 COLORED ELEVATIONS A403 COLORED ELEVATIONS A404 COLORED ELEVATIONS A500 OVERALL ROOF PLAN A501 PARTIAL ROOF PLAN A502 PARTIAL ROOF PLAN A503 PARTIAL ROOF PLAN A504 GUEST ROOF PLAN A601 MATERIAL BOARD 3463473483493503513523533543563563553 5 8 3573563553543 5 3 352351350349348347TENNIS COURT353.3512"PT353.0912"PT352.31FS< (TENNI S COUR353.17FS< (TENNI S COUR352.82FS< (TENNI S COUR352.65FS< (TENNI S COURMB353.0 FF353N00°15'25"W 330.00'270.00'N00°45'00"W 345.99'285.99'N89°44'35"E 147.00'N89°44'35"E31.98'R=230.00L=63.89'N73°49'40"E2.41'R=170.00'L=47.47'10" VCP SEWER (5270)POSSIBLE LOCATION OFSEWER LATERAL345.23 TC344.76 FL345.34 TC344.74 FL345.63 TC345.05 FL345.91 TC345.22 FL346.03 TC345.42 FL346.20 TC345.65 FL346.50 TC345.88 FL345.20 TC344.73 FL355.48 TC354.52 FL356.38 TC355.46 FL356.63 TC355.68 FL357.20 TC356.24 FL357.98 TC357.04 FL354.5 TW354.0 TW358.4 TW352.8 TW354.2 TW360.2 TW358.2 TW352.9 FF351.8 FF351.1 GFF357.4 TW357.7 TWSCEWMC/AC/AC/A352.12FS&10.85W2HSE<350.96HSE<351.13351.01HSE<350.18351.37FS351.09FS350.79FS350.45FS<349.76FS349.31FS348.54FS348.18FS347.86FS347.58FS347.25FS<347.25FS<347.47FS347.38FS347.21FS346.85FS346.80FS347.23FS345.90APRON346.09APRON347.55FS348.05FS348.74FS349.25FS349.80FS350.17FS350.23FS<350.33FS350.43FS<351.15FS<351.20FS<351.27FS351.37FS PRC351.45FS<351.67FS352.21FS<352.20FS<352.17FS352.31FS<352.31CL3.2WALKWAY END352.26FS352.17FS<352.14FS<351.83FS351.59FS<351.44FS351.43FS<351.29FS<351.11CL5'OLY END351.1624"PT351.1624"PT350.6524"PT350.52CL8"RXR TI E END349.14CL8"RXR TI E<349.25CL8"RXR TI E<348.73CL8"RXR TI E<348.20CL8"RXR TI E END345.30SS MH346.41CL5'OLY END347.44SS MH352.98.16W2HSE<.16N2HSE<.16E2HSE<352.89POOL BC352.91POOL EC352.96POOL BC352.95POOL EC352.91POOL BC352.95POOL EC352.96POOL BC352.89POOL EC352.71FS< (BBQ)352.46FS< (BBQ)352.44FS< (BBQ)352.63FS< (BBQ)352.4824"PT352.8724"PT352.9724"PT352.43FS<352.24FS<352.26FS<E1.7 2FW352.43FS<354.6536"PT354.4830"PT354.2412"PT353.64.16W2BLDG<353.46.16W2BLDG<353.45.16S2BLDG<353.828"TREE30'349.83SET 60D346.16SET 60D347.20G346.93G351.34351.32HSE PROD 5.5&10.354.1060"TREE50'353.0224"TREE30'354.57WWF351.61.16W2BLDG<351.271.15W2BLDG<351.268"TREE15'350.8515"PI NE20'350.408"TREE3'350.526"TREE8'350.84G349.432"TREE6'349.373'TREE8'348.7130"PT348.534"TREE10'349.294"TREE6'349.372'TREE10'348.5412"TREE15'348.4018"PI NE50'347.6412"PT347.9915"PT348.1412"PT348.5715"PT351.0412"PT352.2112"TREE15'350.9018"TREE50'351.956"PT349.916"TREE4'348.084"TREE10'347.391.5TREE4'347.37G347.61G347.94G350.53G351.50G350.94WWF GATE351.06WWF GATE351.16WWF351.40CL6'OLY351.66.16E2BLDG<352.06WWF349.15G351.22.16S&W2HSE<351.73.16S&W2HSE<351.88G352.16G351.74FS352.16FS352.20FS351.77FS351.41FS351.14FS350.89FS<351.13FS351.33FS351.75G352.70<DECK352.79DECK352.80.16S&W2HSE<352.66<DECK352.72DECK352.80FS352.45FS352.43FS352.63FS352.79FS352.93FS352.89FS352.83FS352.90FS352.93FS352.87FS352.89FS352.89FS354.01PLANTER354.02PLANTER354.20PLANTER354.50PLANTER354.36PLANTER354.14PLANTER354.17.5TREE2'354.314"TREE10'354.628"TREE15'354.86PLANT354.72PLANT354.67PLANT354.90PLANT355.284"TREE6'354.08FS<354.11FS<354.07FS<354.07FS<353.88FS<353.95FS<353.93FS<353.90FS&3.5N2FS<354.085'H2O353.622.5H2O358.29CL6"TW358.10G357.82WWF357.06WWF357.45G356.88G356.22WWF GATE356.02WWF GATE356.71G356.49G355.72WWF355.80WWF<355.93G356.38TC356.63TC357.20TC354.28G354.21WWF<354.92G355.16G355.76G356.03G356.34WWF355.28PLANT355.79HOSE BI B355.12GSETBACK 20'-0"SETBACK15'-0"SETBACK 25'-0"GRAPEVINE STREETWILLOW STREETEXISTING SITE WALL EXISTING SITE WALL EXISTING RESIDENCE 2918 S.F. APN 630-081-004 EXISTING POOL EXISTING GARAGE 440 S.F. EXISTING DRIVEWAY PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINESETBACK15'-0"Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1" = 10'-0" A100 EXISTING SITE PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL WHFAUFAUFAUFAU 3463473483493503513523563563553 5 8 3573563553543 5 3 352351350349348347G R A P E V I N E S T R E E TLOT 10RS 16/22-23W I L L O W S T R E E TMB353.0 FF353N00°15'25"W 330.00'270.00'N00°45'00"W 345.99'285.99'N89°44'35"E 147.00'N89°44'35"E31.98'R=230.00L=63.89'N73°49'40"E2.41'R=170.00'L=47.47'10" VCP SEWER (5270)POSSIBLE LOCATION OFSEWER LATERAL345.63 TC345.05 FL345.91 TC345.22 FL346.03 TC345.42 FL346.20 TC345.65 FL346.50 TC345.88 FL355.48 TC354.52 FL356.38 TC355.46 FL356.63 TC355.68 FL357.20 TC356.24 FL357.98 TC357.04 FL354.5 TW354.0 TW358.4 TW352.8 TW354.2 TW360.2 TW358.2 TW352.9 FF351.8 FF351.1 GFF357.4 TW357.7 TWSCEWM352.12FS&10.85W2HSE<351.13HSE<351.01HSE<351.37FS351.09FS350.79FS350.45FS<349.76FS348.54FS347.23FS345.90APRON347.55FS348.05FS350.43FS<351.15FS<351.45FS<351.67FS352.21FS<351.11CL5'OLY END351.1624"PT351.1624"PT350.6524"PT348.73CL8"RXR TI E<348.20CL8"RXR TI E END345.30SS MH346.41CL5'OLY END347.44SS MH352.95352.91POOL BC352.95POOL EC352.96POOL BCPOOL EC352.71FS< (BBQ)352.63FS< (BBQ)352.4824"PT352.8724"PT352.9724"PT352.24FS<352.26FS<E1.7 2FW354.6536"PT354.4830"PT354.2412"PT353.64.16W2BLDG<353.46.16W2BLDG<353.45.16S2BLDG<357.77SS MH346.16SET 60D347.20G346.93G354.1060"TREE50'352.84.16E2HSE<353.0224"TREE30'354.57WWF350.8515"PI NE20'350.408"TREE3'350.526"TREE8'350.84G349.432"TREE6'3'TREE8'348.7130"PT348.534"TREE10'349.294"TREE6'349.372'TREE10'348.5412"TREE15'348.4018"PI NE50'347.6412"PT347.9915"PT348.1412"PT348.5715"PT351.0412"PT350.9018"TREE50'349.4024"PT348.084"TREE10'347.391.5TREE4'347.37G347.61G347.94G350.53G351.50G351.16WWF351.40CL6'OLY351.66.16E2BLDG<352.06WWF349.15G351.74351.77351.41FS351.14FS350.89FS<351.13FS351.33352.63FS352.89FS354.01PLANTER354.02PLANTER354.20PLANTER354.50PLANTER354.36PLANTER354.14PLANTER354.17.5TREE2'354.314"TREE10'354.628"TREE15'354.86PLANT354.72PLANT354.67PLANT354.90PLANT355.284"TREE6'354.08FS<354.11FS<354.07FS<354.07FS<353.88353.95FS<354.085'H2O353.622.5H2O358.29CL6"TW357.87P358.10G357.82WWF357.06WWF357.45G356.88G356.22WWF GATE356.02WWF GATE356.71G356.49G355.72WWF355.80WWF<355.93G356.38TC356.63TC357.20TC354.21WWF<354.92G355.16G355.76G356.03G356.34WWF355.28PLANT355.79HOSE BI B355.12G90'-0"5'-0"5'-0" 5'-0" 15'-0"8'-0" 4'-0"4'-0" 12'-0"11'-0"8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 12'-0"3'-0"3'-0"7'-0"45°45°4'-0" 12'-0"GRAPEVINE STREET34'-0"PROPOSED GUEST HOUSE 916.9 S.F. PROPOSED GARAGE 935.7 S.F. OFFICE 219.3 SF LIVING AREA 3,337.8 SF GARAGE 534.6 SF7'-0"SETBACK15'-0"SETBACK 20'-0"SETBACK15'-0"SETBACK 25'-0" 114 114 114 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1" = 10'-0" A101 NEW SITE PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'5'10'20'40' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LLEXISTING POOL KEYNOTES NO.DESCRIPTION 114 EXISTING LANDSCAPE TO REMAIN WILLOW STREET WH FAU FAU FAUFAUWF DW TC R O GARAGE BEDROOM CLO CLO KITCHEN ENTRY BATH WD LAUNDRY MASTER CLOSET MASTER BATH MASTER BEDROOM LIVING ROOM -12" AV OFFICE TUB BAR/MATCHLINE1A203A301 2 A301 1 A302 3 A3036 /MATCHLINE1A202/MATCHLINE1A202/MATCHLINE 1 A203 A302 4 A302 5 A303 A303 8 /MATCHLINE 1 A204 7/MATCHLINE1A204Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/8" = 1'-0" A201 OVERALL FLOOR PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL WH FAU FAU FAUFAU 3'-0"3'-0"9'-6"1'-6"6'-0"5'-6" 6" 2'-0"9'-0"3'-6"5'-0"8'-0"33'-0"6'-6"5'-0"4'-6"4'-9"9'-3"1'-0"6'-6"8'-0"4'-0"3'-0"7'-6"2'-0"6" 4'-0" 32'-6"35'-0"4'-6"13'-0"2'-6"12'-0"14'-6"8'-6"1'-0"3'-6"12'-0"1'-0"1'-6"4'-0"2'-6"6'-6"8'-0"11'-0"1'-0"2'-0"3'-0"11" 5'-0"6'-6"16'-6"10'-0"21'-0"18'-0"3'-0" 3'-6"6'-6"7'-0"5'-0" 1'-6" 3'-0" 1'-6" 1'-6" 4'-6"12'-6"11'-6"4'-0"12'-0"5'-0"18'-0" 1'-6" 3'-0" 1'-6" 2'-0"12'-0"2'-0" 1'-6"4'-0"4'-6"5'-0"2'-6"3'-1 1/4"10 3/4"8'-0"4'-6"1'-0"21'-6"15'-6"15'-0"4'-6"2'-6" 4'-0" 2'-6" 2'-8" 3'-8" 2'-2" 2'-9"32'-3"9'-0" 2'-6"1'-0"4'-0"6'-0"13'-6" 1'-6" 4'-6"3'-0"10'-6" 6'-0"8'-0"33'-0"4'-6" 1'-0"7'-0"6"3'-8" 1'-8" 2'-8"13'-6"14'-6"1'-0" 4'-0" 2'-6"6'-6"5'-6"1'-0"6"3'-6"4'-6" 1'-0" 3'-0"2'-6"12'-6"2'-0"1'-8"6'-4"6'-6"65°4'-6" 1'-0"1'-0" 5'-0"4'-6"9'-0"4'-6"3'-0"1'-6"2'-0" 7'-0"6'-0"4'-0"4'-0"W F DW TC R O GARAGE 4'-0"4'-0" 1'-8"1'-8"10'-0"3'-0"1'-6"4'-6"1'-6"1'-6" 2'-0" 3'-0" 2'-0" 1'-6" BEDROOM CLO MECH CLO KITCHEN ENTRY TOILET TOILET BATH TOILET MECH MASTER BATH8'-6"MASTER BEDROOM LIVING ROOM -12"1'-0"2'-0"6" AV1'-0"1'-0" 1'-0"7'-6"4'-6"4'-0"6'-0" 11"4'-0"6'-6"4'-0"1'-0"12'-6"4'-6"4'-0" PANTRY BAR/MATCHLINE1A2036'-0"/MATCHLINE1A204A301 2 A301 1 A302 3 A3036 8'-6"6'-6"49'-0"MASTER CLOSET LAUNDRY /MATCHLINE 1 A203 /MATCHLINE 1 A204 OVERHANG LINE OVERHANG LINE OVERHANG LINE OVERHANG LINEOVERHANG LINE6'-0" Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A202 PARTIAL FLOOR PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL FAU 3'-0"3'-0"9'-6"1'-6"15'-0"6'-6"5'-0"4'-6"4'-9"9'-3" 1'-0"6'-6"8'-0"4'-0"3'-0"7'-6"2'-0"4'-6"13'-0"2'-6"12'-0"14'-6"8'-6"1'-0"3'-6"12'-0"1'-0"1'-6"4'-0"2'-6"6'-6"8'-0"11'-0"1'-0"9'-0" 4'-6"3'-6"4'-6" 1'-0" 3'-0"2'-6"7'-6"2'-6"12'-6"1'-8"6'-4"6'-6"65°4'-6" 1'-0"1'-0" 5'-0"4'-6"9'-0"4'-6"3'-0"1'-6"2'-0" 7'-0"6'-0"4'-0"4'-0"3'-6" 1'-6"1'-6"4'-6"1'-6"1'-6" 2'-0" 3'-0" 2'-0" 1'-6" TOILET MECH MASTER BATH6'-0"10'-6"4'-0"8'-6"MASTER BEDROOM LIVING ROOM -12"1'-0"2'-0"6" AV 1'-0"7'-6"4'-6"4'-0"6'-0" 11" BAR 6'-6"38'-6"/MATCHLINE1A202A302 3 A3036 A302 4 A302 5 /MATCHLINE 1 A204 3'-6" 14'-0" 5'-0" 2'-6" 1'-0" Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A203 PARTIAL FLOOR PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL FAU 1'-6"15'-0"10'-6"4'-0"3'-0"7'-6"2'-0"4'-6"13'-0"3'-0"8'-6"1'-0"3'-6"11'-0"1'-0"2'-0"9'-6"3'-6"11'-0"4'-0"2'-0"2'-6"6'-6"7'-0"6'-0"4'-0"1'-6"4'-6"1'-6"1'-6" 2'-0" 3'-0" 2'-0" 1'-6" MECH -12"2'-0"6"7'-0"13'-0"3'-0"1'-0"7'-6"4'-6"4'-0"6'-0" OFFICE5'-0"2'-0"9'-6"23'-0"32'-0"7'-0"3'-6" 1'-0"7'-6"3'-0" 22'-0" 2'-0" 4'-0"13'-0"3'-0" 22'-0" /MATCHLINE 1 A203 /MATCHLINE1A202A301 1 A303 A303 8 BAR LAUNDRY MASTER CLOSET A303 9 7 OVERHANG LINEOVERHANG LINE 8'-0"4'-0"12'-6" Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A204 PARTIAL FLOOR PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL 2'-8" GARAGE CLOSET BEDROOM BATH TOILET ENTRY LIVING ROOM KITCHEN REF. OVEN W/D ELEC.10'-0"2'-0"13'-6"1'-6"1'-0"5'-0"18'-0"3'-0"9'-0" 2'-6"1'-6"4'-0"3'-1 1/2"6'-3 1/2"9'-6"3'-6"4'-0"LINEN6'-0"3'-6"23'-0"1'-0"4'-0"4'-0" 2'-10"3'-0"1'-0"3'-0"6'-0"1'-0"13'-6" 6"2'-6"9'-6"4'-0"1'-6" 1'-0"7'-0"HIGH WINDOWSTORAGEEQ EQ W.H. FAU D.W.8'-0"14'-6"4'-6"3'-0"2'-0" 3'-0"4'-0"11 1/2"2'-6"7'-6"4'-0"8'-0" 7'-0"6"2'-0"2'-0"4'-0" 1'-0"1'-0" 2'-0" 2'-0" 2'-0"2'-0"5'-3"7'-0"5'-9"6'-0"2'-0" 3'-0"OVERHANG LINEOVERHANG LINE OVERHANG LINEOVERHANG LINE OVERHANG LINEOVERHANG LINE7'-6"5'-0"39'-0"12'-0" 82'-0" 43'-0" 7'-0"2'-0"32'-0"37'-0"9'-0" 82'-0" A304 B1 A304B2 A305 B3 A305 B4 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A205 GUEST FLOOR PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL FIRST FLOOR 0"13'-6"16'-0"17'-6"13'-6"15'-2"17'-6"13'-0"311300300300311 313 320 320 320307 311300311311311 618 620619 300 300 P1 P2 P1 P1 P1 P1 300 P2 P1 FIRST FLOOR 0"14'-0"19'-0"17'-6"16'-0"13'-6"15'-2"17'-6"320 320306311311311 300300 313 320311320311311 608 311 300 314 300300 300302 618 620 620 S1 P2 P1 P2 P1 P1 300 P2 P3 327 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A301 EXTERIOR ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"2 EAST ELEVATION 1/4" = 1'-0"1 NORTH ELEVATION 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LLKEYNOTES NO.DESCRIPTION 300 7/8" (3 COAT) OMEGA FLEX SMOOTH ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 302 FIXED WINDOW, ALUMINUM FRAME 306 GLASS PIVOT DOOR 307 OVERHEAD SECTIONAL GARAGE DOOR 311 #15 CONTROL JOINT, CARRY BELOW SOFFITS AND AROUND CORNERS 313 HOLLOW METAL LOUVERED MECHANICAL DOOR, PAINTED TO MATCH ADJACENT PLASTER 314 20 GA. GALV. S.M., PRIMED AND PAINTED, COLOR: SEE PAINT SCHEDULE 320 OVERFLOW DRAIN 327 EXTERIOR POCKET DOOR, PAINTED TO MATCH ADJACENT PLASTER 608 CHIMNEY, PER MANUFACTURER, SEE A2.21 DIRECT VENT 618 4X20 STEEL TUBE FASCIA, PRIMED AND PAINTED 619 6X18 STEEL TUBE FASCIA, PRIMED AND PAINTED 620 16X4 STEEL TUBE FASCIA, PRIMED AND PAINTED S1 24"X48" PORCELAIN TILE PAINT LEGEND NO.DESCRIPTION P1 MFR: DUNN EDWARDS, COLOR: DEW 341 SWISS COFFEE P2 MFR: DUNN EDWARDS, COLOR: DE 6220 POROUS STONE P3 MFR: DUNN EDWARDS, COLOR: DET 695 GRANGE HALL FIRST FLOOR 0"16'-0"12'-6"14'-0"16'-0"17'-6"11'-0"619 619 618 619 305 303 305 306S1 300 300 311 300 311311 308308308320320 311 311 311 311 311 300300300319 14'-6"302319 300300 P1 P1 P1 P2 P1 P1 P1 P2 S1 12'-6"14'-0"16'-0"16'-0"12'-6"11'-0"619 300 618311303319S1 P3 P1 P3 FIRST FLOOR 0"14'-0"16'-0"11'-0"12'-6"16'-0"8'-0"3'-0"S1 300 619305 319 311 P1 P3 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A302 EXTERIOR ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"3 SOUTH ELEVATION KEYNOTES NO.DESCRIPTION 300 7/8" (3 COAT) OMEGA FLEX SMOOTH ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 302 FIXED WINDOW, ALUMINUM FRAME 303 SLIDING GLASS WINDOW, ALUMINUM FRAME 305 MULTI-PANEL SLIDING GLASS DOOR, ALUMINUM FRAME 306 GLASS PIVOT DOOR 308 GLASS BLOCK 311 #15 CONTROL JOINT, CARRY BELOW SOFFITS AND AROUND CORNERS 319 STEEL TUBE COLUMN, SEE STRUCTURAL.CLAD TO MATCH WINDOW FRAMES, PRIMED AND PAINTED ON EXTERIOR 320 OVERFLOW DRAIN 618 4X20 STEEL TUBE FASCIA, PRIMED AND PAINTED 619 6X18 STEEL TUBE FASCIA, PRIMED AND PAINTED S1 24"X48" PORCELAIN TILE 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL1/4" = 1'-0"4 SOUTH / WEST MASTER BEDROOM ELEVATION 1/4" = 1'-0"5 NORTH EAST MASTER BEDROOM ELEVATION PAINT LEGEND NO.DESCRIPTION P1 MFR: DUNN EDWARDS, COLOR: DEW 341 SWISS COFFEE P2 MFR: DUNN EDWARDS, COLOR: DE 6220 POROUS STONE P3 MFR: DUNN EDWARDS, COLOR: DET 695 GRANGE HALL FIRST FLOOR 0"16'-0"15'-2"13'-6"16'-0"14'-0"12'-6"11'-0"9'-0"31131131112'-6"311 300 620 S1 320 320 320 320S1311311311 618 300 300 300 608 314 300 300 311 311303 300 300 311 311 S1 619300 P1 P1 P1 P2 P2 P1 P1 P1 P1 P3 EQ 12'-0"EQ 17'-6"19'-0"FIRST FLOOR 0"12'-6"300 311311303319 620 300 300 P3 P2 P1 12'-0"10'-4"FIRST FLOOR 0" 300 620 300 300 311311320319302320311311311 12'-6"1'-4"9'-0"12'-0"12'-6"P1 P2 P1 FIRST FLOOR 0" 300 311311 311 311 309 311300 620 300 600 620 12'-6"9'-0"10'-4"12'-0"P1 P2 P2 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A303 EXTERIOR ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"6 WEST ELEVATIONN 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL1/4" = 1'-0"7 OFFICE NORTH ELEVATION 1/4" = 1'-0"8 OFFICE EAST ELEVATION 1/4" = 1'-0"9 OFFICE SOUTH ELEVATION KEYNOTES NO.DESCRIPTION 300 7/8" (3 COAT) OMEGA FLEX SMOOTH ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 302 FIXED WINDOW, ALUMINUM FRAME 303 SLIDING GLASS WINDOW, ALUMINUM FRAME 309 STOREFRONT GLASS DOOR, FRAME CLEAR ANODIZED ALUMINUM 311 #15 CONTROL JOINT, CARRY BELOW SOFFITS AND AROUND CORNERS 314 20 GA. GALV. S.M., PRIMED AND PAINTED, COLOR: SEE PAINT SCHEDULE 319 STEEL TUBE COLUMN, SEE STRUCTURAL.CLAD TO MATCH WINDOW FRAMES, PRIMED AND PAINTED ON EXTERIOR 320 OVERFLOW DRAIN 600 MIFAB SERIES ROOF DRAIN AND OVERFLOW. MODEL NUMBER: R1150. CONNECT ROOF DRAIN TO UNDERGROUND DRAINAGE SYSTEM AND DAYLIGHT OVERFLOW TO GRADE 608 CHIMNEY, PER MANUFACTURER, SEE A2.21 DIRECT VENT 618 4X20 STEEL TUBE FASCIA, PRIMED AND PAINTED 619 6X18 STEEL TUBE FASCIA, PRIMED AND PAINTED 620 16X4 STEEL TUBE FASCIA, PRIMED AND PAINTED S1 24"X48" PORCELAIN TILE PAINT LEGEND NO.DESCRIPTION P1 MFR: DUNN EDWARDS, COLOR: DEW 341 SWISS COFFEE P2 MFR: DUNN EDWARDS, COLOR: DE 6220 POROUS STONE P3 MFR: DUNN EDWARDS, COLOR: DET 695 GRANGE HALL FIRST FLOOR 0"9'-0"13'-0"10'-0"11'-4"13'-6"14'-0"TYP. 307305311 300 TYP. 307305308 TYP. 307 300 300 TYP. 307 300 303 302300 307 TYP. 307 310 300 307 TYP. 307302 TYP. 307 301 10'-4"310 311 301 300 P1P1 P2 P1 P1 300 P1 P1P3 310 P3 FIRST FLOOR 0"14'-0"13'-6"11'-4"10'-0"11'-4"13'-6"10'-0"300 301307 TYP. 307 311 310 300 307 TYP. 307 303 306300 6'-0"4'-0"310 312 P1 P3 P1 P1 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A304 GUEST EXTERIOR ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"B1 GUEST HOUSE EAST ELEVATION 1/4" = 1'-0"B2 GUEST HOUSE NORTH ELEVATION KEYNOTES NO.DESCRIPTION 300 7/8" (3 COAT) OMEGA FLEX FINE ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 301 24"x48" PORCELAIN TILE VENEER 302 FIXED WINDOW 303 SLIDING GLASS DOOR 305 SECTIONAL GARAGE DOOR 306 ALUMINUM CLAD POST AND / OR TRANSOM BEAM. FINISH TO MATCH WINDOW FRAMES 307 #15 SHEET METAL CONTROL JOINT, CARRY BELOW SOFFITS AND AROUND CORNERS 308 HOLLOW METAL LOUVERED MECHANICAL DOOR, PAINTED TO MATCH ADJACENT PLASTER 310 4x16 STEEL TUBE FASCIA, PRIMED AND PAINTED. 311 OVERFLOW DRAIN, SEE DETAILS, TYP. 312 NARROW STYLE GLASS STOREFRONT DOOR, SEE DOOR AND WINDOW SCHEDULE PAINT LEGEND NO.DESCRIPTION P1 MFR: DUNN EDWARDS, COLOR: DEW 341 SWISS COFFEE P2 MFR: DUNN EDWARDS, COLOR: DE 6220 POROUS STONE P3 MFR: DUNN EDWARDS, COLOR: DET 695 GRANGE HALL 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL FIRST FLOOR 0"10'-0"11'-4"13'-6"14'-0"13'-0"14'-6"10'-0"10'-0"10'-0" 301 310306 302 300 TYP. 307 302 311 307 TYP. 307 300 TYP. 307 TYP. 307 TYP. 307 TYP. 307 310 9'-0"10'-4"310 300 311 300 P1P1 P1 300 P2 P3P3P3 FIRST FLOOR 0"13'-0"10'-0"11'-4"13'-6"14'-6"13'-0"310 300 302300 307 TYP. 307 309 300 300 TYP. 307 TYP. 307 EQ.EQ. 310 311 9'-0"10'-4"300 300 P1 P2 P1 P1 P1 P2 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A305 GUEST EXTERIOR ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"B3 GUEST HOUSE WEST ELEVATION 1/4" = 1'-0"B4 GUEST HOUSE SOUTH ELEVATION KEYNOTES NO.DESCRIPTION 300 7/8" (3 COAT) OMEGA FLEX FINE ACRYLIC FINISH, COLOR: SEE PAINT SCHEDULE 301 24"x48" PORCELAIN TILE VENEER 302 FIXED WINDOW 306 ALUMINUM CLAD POST AND / OR TRANSOM BEAM. FINISH TO MATCH WINDOW FRAMES 307 #15 SHEET METAL CONTROL JOINT, CARRY BELOW SOFFITS AND AROUND CORNERS 309 HOLLOW METAL DOOR, PAINTED TO MATCH ADJACENT PLASTER 310 4x16 STEEL TUBE FASCIA, PRIMED AND PAINTED. 311 OVERFLOW DRAIN, SEE DETAILS, TYP. PAINT LEGEND NO.DESCRIPTION P1 MFR: DUNN EDWARDS, COLOR: DEW 341 SWISS COFFEE P2 MFR: DUNN EDWARDS, COLOR: DE 6220 POROUS STONE P3 MFR: DUNN EDWARDS, COLOR: DET 695 GRANGE HALL 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S A306 PERSPECTIVES AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1 PERSPECTIVE 1 2 PERSPECTIVE 2 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S A307 PERSPECTIVES AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 3 PERSPECTIVE 3 4 PERSPECTIVE 4 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S A308 PERSPECTIVES AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 5 PERSPECTIVE 5 6 PERSPECTIVE 6 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S A309 PERSPECTIVES AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1 GUEST HOUSE PERSPECTIVE 1 2 GUEST HOUSE PERSPECTIVE 2 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S A310 PERSPECTIVES AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 3 GUEST HOUSE PERSPECTIVE 3 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL 4 GUEST HOUSE PERSPECTIVE 4 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S A311 PERSPECTIVES AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 5 GUEST HOUSE PERSPECTIVE 5 6 GUEST HOUSE PERSPECTIVE 6 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A401 COLORED ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"1 COLORED NORTH ELEVATION 1/4" = 1'-0"2 COLORED EAST ELEVATION 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A402 COLORED ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"3 COLORED SOUTH ELEVATION 1/4" = 1'-0"4 COLORED WEST ELEVATION 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A403 COLORED ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"1 COLORED GUEST EAST ELEVATION 1/4" = 1'-0"2 COLORED GUEST NORTH ELEVATION 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A404 COLORED ELEVATIONS AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 1/4" = 1'-0"3 COLORED GUEST WEST ELEVATION 1/4" = 1'-0"4 COLORED GUEST SOUTH ELEVATION 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL WH FAU FAU FAU/MATCHLINE1A501/MATCHLINE1A502/MATCHLINE 1 A501 /MATCHLINE1A501/MATCHLINE 1 A503 /MATCHLINE1A503Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/8" = 1'-0" A500 OVERALL ROOF PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL WH FAU FAU FAU WH 1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0" 2'-0" T.O.W. 13'-6" T.O.B. 15'-2" T.O.S. 14'-9" T .O .S . 1 4 '-6 "1/4" / 1'-0"1/4" / 1'-0"T.O.P. 14'-6" T .O .S . 1 2 '-9 " T.O.P. 13'-6" T.O.S. 13'-0" T .O .S . 1 3 '-3 1 /4 "T .O .S . 1 3 '-0 "T.O.P. 16'-0" T.O.W. 9'-0" T.O.P. 17'-6" T.O.P. 13'-0" T.O.S. 10'-0" T.O.S. 10'-0 1/2" 1/4" / 1'-0" T.O.S. 12'-2 3/4" T .O .S . 1 2 '-6 " T.O.P. 16'-0" T .O .S . 1 1 '-2 " T.O.S. 11'-1" T.O.B. 11'-4" T.O.S. 11'-0 1/4" T .O .S . 1 6 '-5 "T.O.P. 13'-6"T.O.S. 12'-7 1/2"T .O .S . 1 7 '-0 "1/4" / 1'-0" 1/4" / 1'-0" T .O .S . 1 0 '-0 " T .O .S . 1 0 '-0 1 /2 " T.O.B. 15'-2" T.O.P. 16'-0" T .O .S . 1 5 '-5 1 /2 " T .O .S . 1 6 '-5 " T .O .S . 1 3 '-2 "T .O .S . 1 4 '-8 "1/4" / 1'-0"T .O .S . 1 4 '-6 1 /2 "4'-0"1/4" / 1'-0" T .O .S . 1 2 '-1 1 " T .O .S . 12'-8"T.O.P. 13'-6" T.O.P. 16'-0" T.O.B. 15'-2" T.O.P. 14'-0" T.O.B. 10'-4" T .O .S . 9'-10"1/4" / 1'-0"T .O .S . 1 4 '-6 " T.O.B. 10'-4" T.O.B. 11'-4"/MATCHLINE1A502/MATCHLINE 1 A503 /MATCHLINE1A503Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A501 PARTIAL ROOF PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL FAU 1/4" / 1'-0" 2'-0" T .O .S . 1 4 '-6 "1/4" / 1'-0"T.O.W. 14'-0" T.O.B. 12'-6" 1/4" / 1'-0" T.O.S. 12'-1 1/2" T .O .S . 1 2 '-2 " T.O.S. 12'-0 3/4"1/4" / 1'-0"T .O .S . 1 1 '-1 1 1 /2 " T.O.P. 16'-0" T .O .S . 1 5 '-6 " T .O .S . 1 5 '-1 1 /2 " T .O .S . 1 5 '-5 1 /2 " T .O .S . 1 6 '-5 " T .O .S . 1 3 '-2 "T .O .S . 1 4 '-8 "T .O .S . 1 4 '-6 1 /2 "4'-0"1/4" / 1'-0" T .O .S . 1 2 '-1 1 " T .O .S . 12'-8"T.O.P. 13'-6" T.O.P. 16'-0" T.O.B. 15'-2" T.O.P. 14'-0" 1/4" / 1'-0"T .O .S . 1 4 '-6 "/MATCHLINE1A501/MATCHLINE 1 A501 /MATCHLINE 1 A503 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A502 PARTIAL ROOF PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL FAU 2'-0" T.O.W. 13'-6" T .O .S . 1 4 '-6 1 /2 " 1/4" / 1'-0" T .O .S . 1 2 '-1 1 " T.O.P. 13'-6" T.O.P. 16'-0" T.O.B. 15'-2" T.O.B. 10'-4" T .O .S. 1 1 '-6 " 1/4" / 1'-0" T .O .S . 1 1 '-2 3 /4 " 1/4" / 1'-0" T .O .S . 1 0 '-0 " T .O.S. 9 '- 1 0 " T .O .S . 9 '-1 1 "1/4" / 1'-0"T.O.P. 12'-0" /MATCHLINE 1 A502 /MATCHLINE1A501T.O.W. 12'-6" Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A503 PARTIAL ROOF PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL 1'-6"T.O.S. 12'-0 1/2"1/4" / 1'-0"T .O .S . 1 2 '-6 "T .O .S . 1 2 '-7 1 /2 "T .O .S . 1 2 '-0 "T.O.P. 13'-0" T.O.W. 14'-0" T.O.P. 14'-6" T.O.P. 13'-0" T.O.P. 13'-6" T.O.B. 11'-4"6'-6"3'-0"3'-6"23'-0"23'-0"7'-0"19'-6"2'-6"6'-0"6'-0"T.O.S. 11'-1"1/4" / 1'-0"1/4" / 1'-0"T.O.S. 11'-1"1/4" / 1'-0"T.O.P. 13'-6"9'-0"7'-0"3'-6"T.O.B. 11'-4" T.O.W. 10'-0" T.O.P. 13'-6" 14'-0"14'-0"5'-6" T.O.W. 10'-0"5'-0"T .O .S . 9 '-8 3 /4 "19'-0"T.O.S. 10'-2"1/4" / 1'-0"1/4" / 1'-0" 1/4" / 1'-0"1/4" / 1'-0"T.O.B. 10'-4" T.O.B. 10'-4"9'-6"1/4" / 1'-0" T.O.W. 13'-0" T.O.B. 11'-4" T.O.B. 11'-4"T.O.B. 11'-4" 7'-0" 1/4" / 1'-0"1/4" / 1'-0"T.O.P. 13'-6" Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A504 GUEST ROOF PLAN AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 0'2'4'8'16' 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL S1 P3 P1 P1 P3P2 P2 P1P3 P1 P1 P2 Sheet: Scale: INFO@PVGARCHITECTS.COM | 760 . 779 . 5393 T 44530 SAN PABLO AVE, STE 200 | PALM DESERT, CA 92260 I I WWW.PVGARCHITECTS.COM PREST VUKSIC GREENWOOD A R C H I T E C T S • I N T E R I O R S 1/4" = 1'-0" A601 MATERIAL BOARD AUGUST 27, 2020HERNANDEZ RESIDENCE 73355 GRAPEVINE ST PALM DESERT, CA 92260 S1 -MATERIAL: 24"X48" PORCELAIN TILE MFR: STONE PROJECT BY SPEC CERAMICS COLOR: WHITE FALDA NATURAL TEXTURE P3 -FASCIA MFR: DUNN EDWARDS COLOR: DET695 GRANGE HALL P2 -PAINT PLASTER MFR: DUNN EDWARDS COLOR: DE6220 POROUS STONE P1 -PAINT PLASTER MFR: DUNN EDWARDS COLOR: DEW341 SWISS COFFEE 10 . 31 . 21 C-8690DAVIDG.P RE STRENEWAL DATEICESEDARC HI TECTSTATEOF C A L IF O RNIAN LL CITY OF PALM DESERT COMMUNITY DEVELOPMENT DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Nick Melloni, Assistant Planner Date: September 8, 2020 Subject: MISC 20-0018 –Chick-fil-A – Drive-through modification Northeast corner of Monterey Avenue and Dinah Shore Drive Project Summary The project is an amendment to the approved Chick-fil-A drive-through restaurant on parcel 4 of the Monterey Crossings commercial center. This project was originally approved by the Architectural Review Commission (ARC) in August 2019 under Case No. MISC 19-0018. The changes are intended to facilitate a double drive-through; a drive-through that features two (2) lanes for ordering which merge into a single lane at the payment and pickup windows. The double drive-through is increasingly common for new drive-through restaurants, and standard for new Chick-fil-A restaurants. Changes include: • The elimination of building 3 on parcel three to accommodate the added drive- lanes. Parcel 3 will be merged into parcel 4 through a separate lot merger to be approved by the Planning Commission. • Additional landscaping along the drive-through. • Elimination of parking spaces to the east of the building entrance. • Relocation of outdoor dining to the east side of the building, adjacent to the entrance. • Additional parking and relocated trash enclosures to the north of the building. The building architecture matches the original project approval. The building retains the original contemporary design characterized by desert appropriate taupe, brown and tan colored stucco finishes and masonry veneer. The project includes a landscape plan for the areas immediately adjacent to the restaurant and drive-through; the center’s periphery and parking lot landscaping will be installed by the landlord and are not included under this review. Also included is a design for two (2) black metal canopies to shade the order and pick-up areas of the drive-through. MISC 20-0018 Page 2 of 2 September 8, 2020 The building features a parapet at an average height of 20’-4” with tower elements up to 27’-9”. A line of sight study is included with the project plans to demonstrate that roof-top equipment is adequately screened from vehicles traveling on Monterey Avenue to the west. This line of sight study is required as a condition of approval for the shopping center. Zoning Ordinance Summary The proposed restaurant is located in an area subject to the Monterey Crossings Specific Plan (MCSP). This document establishes allowed uses and design guidelines for all future buildings on the 18 acre site. The MCSP establishes the ARC as the approval authority for future buildings within the plan, provided said building is within the scope of the original entitlement. The ARC reviews new buildings for compliance with MCSP guidelines for building design, materials, and development standards. Additionally, for properties located along Monterey Avenue, a line of sight study is required to ensure all buildings provide adequate screening for roof-top equipment. Staff Recommendation The proposal complies with all applicable requirements of the MCSP. The provided line- of-sight study demonstrates the roof-top equipment will be adequately screened from view. Additionally, the drive-through is screened from Monterey Avenue by a proposed retaining wall and landscaped slope. Staff recommends approval of the proposed restaurant as shown. Attachment: Project Plans CITY OFPALM DESERTFRANK SINATRA DR.GERALD FORD DR.DINAH SHORE DR.RAMON RD.MONTEREY AVE.BOB HOPE DR.VARNER RD.10ARCHITECTC.R.H.O. ARCHITECT1833 E. 17th Street, Ste. 301Santa Ana, CA 92705Phone: (714) 832-1834Fax: (714) 832-1910Contact: Russell HatfieldEmail: Russell@crho.comCIVILTRUXAW & ASSOC. INC.1915 W. Orangewood Ave.Suite 101Orange, CA 92868Phone: (714) 935-0265Contact: Steve HagerEmail: Stevehager@truxaw.comLANDSCAPEJOHN HOURIAN & ASSOC.107 Avenida Miramar,Suite "D"San Clemente, CA 92672Phone: (949)489-5623Fax: (949) 489-5632Contact: John HourianEmail: Team@hourianassociates.comBUILDING CODE:2019 CALIFORNIA BUILDING CODEPLUMBING CODE:2019 CALIFORNIA PLUMBING CODE MECHANICAL CODE:2019 CALIFORNIA MECHANICAL CODEELECTRICAL CODE:2019 CALIFORNIA ELECTRICAL CODEACCESSIBILITY CODE:ADA/CBC 2019FIRE CODE:2019 CALIFORNIA FIRE CODE ENERGY CODE:TITLE 24GREEN CODE:2019 CALIFORNIA GREEN BULDING STANDARD CODECODE INFORMATIONBUILDING DATAOCCUPANCY:A2 (RESTAURANT)FIRE SPRINKLERED:YESCONSTRUCTION TYPE:V-BSITE AREA:70,903 S.F.BUILDING AREA:4,743 S.F.FAR:0.07ZONING:PC-3 (PLANNED COMMERCIAL)APF:685-020-023, 685-020-024SITE DATATOTAL PARCEL AREAS:746,162 S.F. (17.13 ACRES)DEVELOPED PORTION OF SITE AREA:130,301 S.F.FAR:0.18LANDSCAPE AREA:190,990 S.F.(25% OF TOTAL SITE)DRAWING INDEXT1.1TITLE SHEETSP-1SITE PLAN1 OF 5CIVIL TITLE SHEET2 OF 5CONCEPTUAL GRADING PLAN 13 OF 5CONCEPTUAL GRADING PLAN 24 OF 5CONCEPTUAL CONSTRUCTION NOTES4 OF 5CONCEPTUAL UTILITY PLAN1 OF 3ALTA SURVEY (TITLE SHEET)2 OF 3ALTA SURVEY (BOUNDARY)3 OF 3ALTA SURVEY (TOPO)L-1.0PRELIMINARY LANDSCAPE PLANL-1.0(C)COLORED PRELIMINARY LANDSCAPE PLANL-1.1PRELIMINARY WATER CONSERVATION PLANA-1.1FLOOR PLANA-1.7ROOF PLANA-2.1EXTERIOR ELEVATIONSA-2.2EXTERIOR ELEVATIONSPH-1PHOTOMETRIC SITE PLAN1833 E. 17th. Street; Suite 301Santa Ana, CA, 92705Phone 714.832.1834ARCHITECTSChick-fil-A5200 Buffington Road Atlanta, Georgia 30349-2998Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BYREVISION SCHEDULEABCDEABCDE1234FSR#BUILDING TYPE / SIZE:RELEASE:12348/14/2020 12:18:08 PMBIM 360://CA_04112_Monterey&Dinah Shore_Palm Desert_FSR_P12 SE_LRG/04112_Monterey&Dinah_ARC.rvtT-1.1TITLE SHEETPERMIT8/12/20K.N.Monterey & Ave & DinahShorePERMIT0411273070 Dinah Shore Dr.Palm Desert, CA 9221190-SE-04112-T-1.1-TITLE SHEET16-220v2_19.05P12 SENO.DATEDESCRIPTION73070 Dinah Shore Dr.Palm Desert, CA 92211Monterey & Ave & Dinah Shore04112P12 SEN.T.S.VICINITY MAP1 1532' SETBACK215215215NO PARKINGCLEAN AIR/VANPOOL/EVVAN ACC.CLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVCLEAN AIR/VANPOOL/EVGMTLPMONTEREY AVE.FF = 14.00PAD = 13.3FUTURE BUILDING 5STORAGE ROOM WITH ROOFPROVIDE ELEC. POWER TO STORAGE BY LLTRASH ENCLOSURE BY LLFLAG POLEOMD CANOPYDIRECTIONAL SIGNCHICK FIL A BICYCLE PARKING (4 SPACES)ADA PATH OF TRAVELHC RAMP AND PARKING SIGNAGEHEIGHT CLEARANCE ARMDIRECTIONAL SIGNORDER POINT CANOPYORDER/MENU BOARDTABLE, CHAIR & UMBRELLA TYP. PATIO SEATINGNEW RETAINING WALL BY DEVELOPERLANDSCAPING BY DEVELOPER2022224'-8"24'-0"1'-4"67'-3"13'-8"32'-0"4'-6"9'-6"3'-0"9'-6"2'-0"11".82'-6"7'-7".18'-0"25'-0"34'-8 3/8"25'-0"18'-0"6'-6"5'-6"2'-0"10'-6"3'-0"10'-6"2'-5"22'-2 5/8"73214913...20.34' (R3)...MONUMENT SIGN BY DEVELOPERN90°00'00"E 149.46' (R3)....N00°00'00"W 60.50' (R3)N90°00'00"E 299.83' (R3).....N54°34'53"W 106.98' (R3)N90°00'00"E 212.65' (R3)N54°34'53"W 238.10' (R3)..N90°00'00"E 168.60' (R3).....N90°00'00"E 149.97' (R3)....32.99 (R3)(N00°00'00" E 135.16' (R3)..105.00' (R3)(N00°00'52" W 241.39' R) N00°00'35" W 241.95' (R3)RAMP AND WALKWAY BY DEVELOPERSITE DATA1. ZONING CLASIFICATION2. OCCUPANCY3. CONSTRUCTION TYPE4. FIRE SPRINKLERED5. SITE AREA6. BUILDING AREA 7. BUILDING HEIGHT8. FAR-PC-3 (PLANNED COMMERCIAL)-A2 (RESTAURANT)-VB -YES -70,903 S.F.-4,743 S.F.-30' -3 3/8"-0.07PARKING1. STANDARD STALL SIZE:9' X 18'2. PARKING REQUIRED (8 STALLS FOR EACH 1,000 S.F. OF GROSS FLOOR AREA)4,738 S.F. / 1,000 S.F. X 8 = 38 STALLS2. PARKING PROVIDEDSTANDARD SPACESHANDICAP SPACESDESIGNATED PARKING FOR CLEAN AIR VEHICLESTOTAL PARKING PROVIDED-71 SPACES- 4 SPACES- 8 SPACES (INCLUDING 3 EVCS, 1 STANDARD ACC. EVCS & 1 VAN ACC. EVCS)-83 SPACESCITY OFPALM DESERTFRANK SINATRA DR.GERALD FORD DR.DINAH SHORE DR.RAMON RD.MONTEREY AVE.BOB HOPE DR.VARNER RD.101833 E. 17th. Street; Suite 301Santa Ana, CA, 92705Phone 714.832.1834ARCHITECTSChick-fil-A5200 Buffington Road Atlanta, Georgia 30349-2998Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BYREVISION SCHEDULEABCDEABCDE1234FSR#BUILDING TYPE / SIZE:RELEASE:12348/12/2020 1:13:24 PMBIM 360://CA_04112_Monterey&Dinah Shore_Palm Desert_FSR_P12 SE_LRG/04112_Monterey&Dinah_ARC.rvtSP-1SITE PLANPERMIT8/12/20K.N.Monterey & Ave & DinahShorePERMIT0411273070 Dinah Shore Dr.Palm Desert, CA 9221190-SE-04112-SP-1-SITE PLAN16-220v2_19.05P12 SENO.DATEDESCRIPTION1" = 20'-0"SITE PLAN1ANORTHEASTMENT NOTES15AN EASEMENT FOR TO BUILD AND MAINTAIN AS UNDERGROUND PIPELINE, AND NECESSARY DEVICES AND APPURTENANCES AND INCIDENTAL PURPOSES, RECORDED FEBRUARY 11, 1993 AS INSTRUMENT NO. 54527, OFFICIAL RECORDS. CLOMENWHCLOWOMENMENKITCHENDRIVE THRUSERVINGDININGOFFICE?ELECVEST82'-6"42'-8"33'-9 1/2"6'-0 1/2"67'-3"11'-8"53'-7"2'-0"6'-5 1/2"40'-0"7'-1 1/2"2'-0"20'-0 1/2"35'-4 3/4"2'-7 1/4"7'-2 1/2"3'-3 1/4"2'-8"36'-8 3/4"3'-1"30'-4 1/2"6'-4 1/2"LACTATIONA----_____________________----_____________________AA----_____________________----_____________________BB1833 E. 17th. Street; Suite 301Santa Ana, CA, 92705Phone 714.832.1834ARCHITECTSChick-fil-A5200 Buffington Road Atlanta, Georgia 30349-2998Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BYREVISION SCHEDULEABCDEABCDE1234FSR#BUILDING TYPE / SIZE:RELEASE:12348/13/2020 8:53:40 AMBIM 360://CA_04112_Monterey&Dinah Shore_Palm Desert_FSR_P12 SE_LRG/04112_Monterey&Dinah_ARC.rvtA-1.1FLOOR PLANPERMIT8/12/20K.N.Monterey & Ave & DinahShorePERMIT0411273070 Dinah Shore Dr.Palm Desert, CA 92211SE-04112-A-1.1-FLOOR PLAN16-220v2_19.05P12 SE1/4" = 1'-0"FLOOR PLAN1ANO.DATEDESCRIPTIONNORTH 1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"+15'-8 5/8" T.O. SHEATHING+17'-5"T.O. SHEATHING+22'-11 1/8"T.O. SHEATHING+22'-11 1/8"T.O. SHEATHING+26'-0 5/8"T.O. SHEATHINGNOTE:BACK OF PARAPET TO BE CLOSED OFF AND FINISHED TO MATCH THE FRONT & SIDES IN ALL VISIBLE AREAS FROM MONTEREY AVE.CANOPY TYP.+22'-11 1/8"T.O. SHEATHING+26'-2"T.O. PLATENOTE:MATERIALS/FINISHES AND DETAILS WRAP AROUND TO THE BACK OF PARAPETS -TYP.1/4" / 1'-0"CANOPY TYP.+30'-0 5/8"T.O. SHEATHING+22'-10 1/2"T.O. PARAPETROOF HATCHREGRIG. RACKEF #3+9'-8" B.O. CANOPY+10'-6" T.O. CANOPY+24'-0 5/8"T.O. SHEATHING+22'-11 1/8"T.O. SHEATHING+22'-11 1/8"T.O. PLATE+22'-11 1/8"T.O. SHEATHINGEF #2REFRIG. RACKEF #1RTU #1RTU #4RTU #3RTU #2CANOPY TYP.CANOPY TYP.5'-0"R.D.R.D.R.D.R.D.R.D.R.D.R.D.RAISED TOWER -FINISHES TO MATCH THE FRONT ON ALL 4 SIDES----_____________________----_____________________AA----_____________________----_____________________B3/8" X 4 1/2" EYE SCREW ANCHORS (INSTALL 2x SOLID BLOCKING BETWEEN STUDS TO ATTACH ANCHOR). LOCATIONS APPROXIMATE. VERIFY WITH OWNER AND CONSTRUCTION MANAGER. RE: DETAIL D2/A504.2'-6" X 3'-0" ROOF HATCH. BILCO OR EQUAL.ROOF PLAN LEGENDPIPING PENETRATION. RE: D1/A-504 AND PLUMBING ROOF PLAN FOR PIPE DESCRIPTIONSREMOTE CONDENSING UNIT. RE: KITCHEN EQUIPMENT SCHEDULERTU. RE: MECHANICALAIR FLOW DIRECTION1833 E. 17th. Street; Suite 301Santa Ana, CA, 92705Phone 714.832.1834ARCHITECTSChick-fil-A5200 Buffington Road Atlanta, Georgia 30349-2998Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BYREVISION SCHEDULEABCDEABCDE1234FSR#BUILDING TYPE / SIZE:RELEASE:12348/12/2020 1:17:57 PMBIM 360://CA_04112_Monterey&Dinah Shore_Palm Desert_FSR_P12 SE_LRG/04112_Monterey&Dinah_ARC.rvtA-1.7ROOF PLANPERMIT8/12/20K.N.Monterey & Ave & DinahShorePERMIT0411273070 Dinah Shore Dr.Palm Desert, CA 9221190-SE-04112-A-1.7-ROOF PLAN16-220v2_19.05P12 SENO.DATEDESCRIPTION1/4" = 1'-0"ROOF PLAN1ANORTH ----_____________________SIGNAGE BY SIGN COMPANY-UNDER SEPARATE PERMITPT-11SC-1PT-113MV-1SC-1PT-11ST-1ST-1ST-1ST-1ST-1PT-10SC-2MV-1SC-1T.O. WALL3'-0"T/SLAB 0"C.L. LIGHT FIXTURE8'-0"T.O. SHEATHING22'-11 1/8"T.O. SHEATING26'-0 5/8"B.O. CANOPY9'-8"T.O. SHEATHING24'-0 5/8"16'-6"MV-1PC-1DETACHED OMD CANOPY BY MANUFACTURER-UNDER SEPARATE PERMITFANSC-1PC-1PT-12A----_____________________SIGNAGE BY SIGN COMPANY-UNDER SEPARATE PERMITPT-10SC-2SC-1PT-11PT-11SC-1MV-1SC-2SC-1T/SLAB 0"B.O. CANOPY9'-8"PT-113PT-11MV-1SIGNAGE BY SIGN COMPANY-UNDER SEPARATE PERMITMV-1SC-1SC-1SC-1MV-1SC-2PT-1018'-0"T.O. SHEATHING24'-0 5/8"T.O. SHETHING22'-11 1/8"T.O. SHEATING30'-0 5/8"T.O. SHEATHING22'-11 1/8"B.O. CANOPY7'-4"T.O. PLATE26'-2"DETACHED OMD CANOPY BY MANUFACTURER-UNDER SEPARATE PERMITHEATERA1833 E. 17th. Street; Suite 301Santa Ana, CA, 92705Phone 714.832.1834ARCHITECTSChick-fil-A5200 Buffington Road Atlanta, Georgia 30349-2998Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BYREVISION SCHEDULEABCDEABCDE1234FSR#BUILDING TYPE / SIZE:RELEASE:12348/12/2020 1:18:20 PMBIM 360://CA_04112_Monterey&Dinah Shore_Palm Desert_FSR_P12 SE_LRG/04112_Monterey&Dinah_ARC.rvtA-2.1EXTERIOR ELEVATIONSPERMIT8/12/20K.N.Monterey & Ave & DinahShorePERMIT0411273070 Dinah Shore Dr.Palm Desert, CA 9221190-SE-04112-A-2.1-EXTERIOR ELEVATIONS16-220v2_19.05P12 SENO.DATEDESCRIPTION1/4" = 1'-0"EAST ELEVATION1C1/4" = 1'-0"WEST ELEVATION1AFINISH SCHEDULE - EXTERIORMARK DESCRIPTION MANUFACTURER MODEL NAMEMODELNUMBERCOLOR NOTEEXTERIORCP-1 CANOPY METAL FASCIA DURA COATDC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC TEXTURE PVDCP-2 CANOPY METAL DECKWHITE SMOOTH WHITE, HIGH GLOSSMV-1 MASONRY VENEER CREATIVE MINES CRAFT BOARD FORM MONSOONPC-1 GLASS FIBER REINFORCEDCONCRETEVERISTONE COLOR TO MATCH "MONSOON" FINE BLAST FINISH. CONTACT CHRIS HELME PHONE: 949-217-7045.EMAIL: CHRIS.ELME@VERISTONE.COMPT-10 EXTERIOR PAINT SHERWIN WILLIAMS SW 6068 BREVITY BROWN FINISH: SEMI-GLOSSPT-11 EXTERIOR PAINT SHERWIN WILLIAMS SW 7100 ARCADE WHITE FINISH: SEMI-GLOSSPT-12 EXTERIOR PAINT SHERWIN WILLIAMS SW 7031 MEGA GREIGE FINISH: SEMI-GLOSSPT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCEACRYLIC #B66-350DARK BRONZE FINISH: SEMI-GLOSSSC-1 EIFS STOTHERM CI LOTUSAN COLOR TO MATCH SHERWIN WILLIAMS SW6170 "TECHNO GREY"FINISH: SAND FINESC-2 EIFS STOTHERM CI LOTUSAN COLOR TO MATCH SHERWIN WILLIAMS SW6068 "BREVITY BROWN"FINISH: SAND FINEST-1 STOREFRONT YKK YES 45 DARK BRONZE (MATTE) SC-2T/SLAB 0"T.O. SHEATHING22'-11 1/8"T.O. PLATE26'-2"T.O. SHEATHING30'-0 5/8"SC-1MV-1PT-11SC-2MV-1SC-2ST-1PT-1015'-0"T.O. SHEATHING26'-0 5/8"SC-2ST-1PT-113ST-1SC-2SC-2ST-1B.O. SOFFIT12'-4"B.O. CANOPY9'-8"MV-1PC-1PT-12PT-12----_____________________B----_____________________DETACHED OMD CANOPY BY MANUFACTURERUNDER SEPARATE PERMITSIGNAGE BY SIGN COMPANY-UNDER SEPARATE PERMITCARD READER BY SECURITY VENDOR -RE: ELECTT/ SLAB 0"PT-11MV-1SC-1SC-1MV-1SC-1SC-2PT-113C-4ASC-1PT-10SC-2SC-1PT-11SIGNAGE BY SIGN COMPANY-UNDER SEPARATE PERMIT14'-6"23'-6"B.O. CANOPY9'-8"T.O. SHEATHING22'-11 1/8"T.O. SHEATHING26'-0 5/8"B.O. CANOPY7'-4"T.O. SHEATHING24'-0 5/8"T.O. SHEATHING22'-11 1/8"T.O. SHEATHING30'-0 5/8"CP-1CP-1FAN -TYP.HEATER -TYP.PT-12PT-12B1833 E. 17th. Street; Suite 301Santa Ana, CA, 92705Phone 714.832.1834ARCHITECTSChick-fil-A5200 Buffington Road Atlanta, Georgia 30349-2998Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives.CONSULTANT PROJECT #PRINTED FORDATESHEETSHEET NUMBERDRAWN BYREVISION SCHEDULEABCDEABCDE1234FSR#BUILDING TYPE / SIZE:RELEASE:12348/12/2020 1:18:56 PMBIM 360://CA_04112_Monterey&Dinah Shore_Palm Desert_FSR_P12 SE_LRG/04112_Monterey&Dinah_ARC.rvtA-2.2EXTERIOR ELEVATIONSPERMIT8/12/20K.N.Monterey & Ave & DinahShorePERMIT0411273070 Dinah Shore Dr.Palm Desert, CA 9221190-SE-04112-A-2.2-EXTERIOR ELEVATIONS16-220v2_19.05P12 SENO.DATEDESCRIPTION1/4" = 1'-0"NORTH ELEVATION1C1/4" = 1'-0"SOUTH ELEVATION1AFINISH SCHEDULE - EXTERIORMARK DESCRIPTION MANUFACTURER MODEL NAMEMODELNUMBERCOLOR NOTEEXTERIORCP-1 CANOPY METAL FASCIA DURA COAT DC19ST-2703 DARK BRONZE OIL RUBBED BRONZE METALLIC TEXTURE PVDCP-2 CANOPY METAL DECKWHITE SMOOTH WHITE, HIGH GLOSSMV-1 MASONRY VENEER CREATIVE MINES CRAFT BOARD FORM MONSOONPC-1 GLASS FIBER REINFORCEDCONCRETEVERISTONE COLOR TO MATCH "MONSOON" FINE BLAST FINISH. CONTACT CHRIS HELME PHONE: 949-217-7045.EMAIL: CHRIS.ELME@VERISTONE.COMPT-10 EXTERIOR PAINT SHERWIN WILLIAMS SW 6068 BREVITY BROWN FINISH: SEMI-GLOSSPT-11 EXTERIOR PAINT SHERWIN WILLIAMS SW 7100 ARCADE WHITE FINISH: SEMI-GLOSSPT-12 EXTERIOR PAINT SHERWIN WILLIAMS SW 7031 MEGA GREIGE FINISH: SEMI-GLOSSPT-113 EXTERIOR PAINT SHERWIN WILLIAMS SHER-CRYL HIGH PERFORMANCEACRYLIC #B66-350DARK BRONZE FINISH: SEMI-GLOSSSC-1 EIFS STOTHERM CI LOTUSAN COLOR TO MATCH SHERWIN WILLIAMS SW6170 "TECHNO GREY"FINISH: SAND FINESC-2 EIFS STOTHERM CI LOTUSAN COLOR TO MATCH SHERWIN WILLIAMS SW6068 "BREVITY BROWN"FINISH: SAND FINEST-1 STOREFRONT YKK YES 45 DARK BRONZE (MATTE) 4 3 2 1 E A C 1-9 ►0 Statistics Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 + 3.3 fc 12.5 fc 0.0 fc N/A N/A Schedule Symbol Label Quantity Manufacturer Catalog Number Description Lamp Number Filename Lumens Per Lamp Light Loss Factor Wattage Lamps 13 PROGRESS P5675 BLACK 6" 29W LED Down -Light Cylinder 1- 3000K LED Module 1 PROG_P5641-3130K.ies 865 0.9 29.6 A 8' AFG 7 LSI INDUSTRIES, INC CRUS-SC-LED-LW-30 UE WHT 1 CRUS-SC-LED-LW-30.IES 10524 0.25 73.5 El B 3 TEXAS FLUORESCENTS LED Module 1 SMC6L15W11001-301-.ies 1082 0.9 14.5 C O 2 BEACON PRODUCTS VP-L-64NB-135-4K-T2-UNV-RA LED 1 VP-L-64L-135-4K7-2.ies 17762 0.9 137.6 ❑@ D 1 BEACON PRODUCTS VP-L-64NB-135-4K-T3-UNV-RA LED 1 VP-L-64L-135-4K7-3.ies 17791 0.9 137.6 ❑o E --------- --- ------------------- T i --- ________ __ i 0. 1 y.l 1.4 1.7 1.7 A 1.7 2.0 1.9 2.2 2.4 2.4 2.3 2.1 2.4 1.4 0.9 0.9 \ \ \ \ + + ' + + + + + + + + + + + + + + + \\\ \\\ 0. 1.8 .5 3.2 4.4 7.1 7.8 7.5 5.0 3.8 3.7 3.6 3.4 3.3 3.5 2.3 1"8 \ 1.8 2.1 2. \ T \ LL + +\' + + + + + + + + + + + + +\+ + + \\ \\ O.t3 .4 2.5 2.9 3.9 4.6 4.2 4.5 4.3 3.6 3.7 4.0 = 3.9 4.1 2.9 2.6 3.1 3.6 3.5 3.0 \ \ + + + + + + + + + + + + + + + + + + + \ \ 1.2 1.� .0 2.3 .2 2.0 2.0 2. 1.9 1.5 3.6 3.6 .0 4.5 4. 9 4.4 3.7 2. \ \ \ + + ' + + + + + + + + + + + + 2 + + \ + + \ \ 0 7 �l 1.6 2.2 2 2.1 1.7 1. 1. 1. e 7 4.9 3.8 2 4.2 4.9 4.1 \ 2.7 2. \ \ CLEAN AIR/ CLEAN AIR/ \ + + + + + + VAN VANPOWIEV eoco + + + + + \ + + + \ 0 3 9I 4 7. 3.5 1.9 1. 5 5.1 5. 3.7 4.3 3.3 .1 ,1 7 \ + + + I + + _ + + + + + + + + + + + + + + + \ \ 0. $ 4.1 I 8 8 3 2.1 .7 1.7 2.3 2.0 2.8 3.0 .8 4.6 5.1 �EAN AIR AIR 6 8 5.7 4 4.1 4 4.4 4.0 Ta VANPOOVEI MMOOVEI N\ + +I ' + + + + + + + + + + + + + + + + + + + \ + + + \\ \ \ 0. 0. 2.6 .3 4 3 2.6 3.2 3.8 3.3 3.7 .4 5.3 6.3 4.7 4.3 5.5 6.6 7.1 6 3 5.4 5.9 6.3 \ 6.1 5.2 4.5 \ \ \ I B \ \ \ 1.� 6 ° 0.8 �1 8 4 2.6 3.1 3.9 4. 3.5 4. .6 5.4 6.7 5.0 4.4 5.1 6.3 7.1 6-5 6.4 6.1 3 7.6 3, 6.1 5.5 \ \ \ I ac>a E \ + + + + + + + + + + + + + + + + + + + + + + + + + + + \ \ 0 0. .2 5 J 3 0 2.6 .7 3.6 4.3 3.4 3. .2 5.0 5.8 4.3 4. 6. 3 .4 .6 5.9 6.7 7.4 8.6 6.9 6.6 5.9 4.2 \ \ + + +' + + + + + + + + + + + + + + + + + + + + \+ + + 0. 0.� 1.9 2.7 29 2 2.4 2.3 3.0 3.7 3. 3.5 .3 5.0 3. 3. 4. 5. 3 .2 .3 5.9 6.2 6.6 7.2 6. 8 0 7.5 6 3 4.9 3.8 3) I \ \ to + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + gog _ _ _ 0. 2.1 2.9 2 2 2.1 1.9 2.5 3.1 3.4 2.6 2.7 3.5 4. 5. 4 .2 6.0 4. 5.8 4.6\ + + + T + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + \ + \ 0. 2 7 2.s� 3.3 2 2 00 1.9 2.0 2.9 3.2 2.8 2.9 3.7 5.Q 5.7 4. 3. 4. 5. 3 .4 .7 6.3 6.6 7.0 7. 5. 5. 4.0 .0 5.0 �4. 4.2 4.1 3.5 3.0 \ 2o o o \ o \ \ \ \ + + + + + + + + + + + + + + + + + + + + + + + ' + + 0. 0.4 T� 3.1 3.6 3 a o P 3. 3.9 5. 6.2 4.4 3.9 4.8 6.4 7.2 7.8 7.4 6.9 7.9 8.3 8.2 7.4 5.7 4.4 4. 0 5.1 4. 4.3 3.9 �3 0. 0 8 4.7 4.9 3 1 1.9 1.5 1.8 .5 F.2 3.3 3. 3.9 4. 44. 7.98 7. 4. 4.2 4.1 3.3 2.8, \ \ 0000 000o 0o 180008000 00800080 0�0i +0. 0. + +6.4 +5.9 +3 0 +1.41 1.6 .7+9.4 +9.5 +1�9 + 7 } +4.0 +4.7 +6.2 +4.2 +3.5 +4.2 +5.0 +6.4 +7.4 +7.7 +7.6 +7.1 +7.0 +7.0 +6.4 +6.2 +6.6 +6.0 +5.6 +4.1 +3.3 +4.9 +4.8 1 +4.8 +4.1 + .0 \ +. \ \ C A A A I \ + + + A + + + + + + + + + + + + + + + + + + + + + + + \ \ 0. 0. 6.4 5.9 9 A 3.7 4.4 5.4 3 2 2 .8 .9 5.5 6.7 5.7 5. 5. 5 2 .5 .4 6.1 4.6 3.9 3. 2. 3.0 5.4 5. 5.1 4.2 3. \ I I I \\ \ T+ + + + + + + + + + + + + + + + + \ \ +0. $ +5.7 +5.5 +7 A 3.4 4.2 4.8 3.7 2.5 2.9 4.0 4.3 4.5 6.6 4.4 6.0 5.6 4.7 5.4 5.6 4.7 6.2 3.9 4.6 3.5 2.6 2.4 2.2 5.1 4.7 4.1 4.0 3.6 3.2 \ \ \ T ' I. I +0. + +3 $ +3.9 +5 + +3.6 +4.5 +5.1 A C A +0. + +2.7 +3.2 +6 + +3.8 +4.9 +5.9 \ + 2 +2.8 + 4 +4.6 +4.2 +4.1 \ \ \ - - - - - - - - - - - - - - - - - - - - - +3.6 +4. +5.1 +5.1 +5.2 +5.1 +4.3 \ \ I I 1 3 >BA I 2.8 2 8 A b 8.2 3.8 4.8 6.3 3.8 3.5 4.0 4.4 5.3 6.1 6.5 6.8 7.0 6.6 6.8 6.7 6.5 6.7 5.7 5.3 5.0 4.9 4.6 4.3 3.6 3.0 3.0 .8 - 6.1 6.1 6,5 5.6 I °eo +1. + .1 + +2. +2.6 +2 2A I+11. +3.8 +4. +6.3 +3.9 +3.6 +4.0 +4.8 +5.8 +6.5 +6.6 +6.1 +6.5 +6.3 +6.5 6.4 + 6 . 6 +6.9 +6.9 +6.0 +5.0 +4.8 +4.9 +4.6 +4.6 +3.9 +4.0 +4.4 +4.4 +4.1 +4. +7.0 +6. I \ 1. 2.6 3.2 2.6 2. A A b1 0. 3.8 4. 6.1 6 1 .4 .4 5.2 6.0 5.5 5. 5 2 .1 5.5 5.9 6.2 5.1 4. 4 1 1 .1 3.8 4.2 4.7 4.9 4. 3.2 5.5 I +1. 26 + f +4.6 +3.4 +2.2 o= o o A + .8 +3.5 +4. +5.4 + . I I . 0. 1. 6.11� 5.1 3.2 2. 4.8 7.7 7°9 6.7 ° 8. 2.6 TT�4.1 4.8 ° 3. 5. +0. 0 + +7.8 +5.6 3. - 4.9 6.5 6.5- 5.5 6. +2.4 +970,3 . +4.3 +3.7 -F-LF I F7 T I +0. + 0.7 +0.6 +4.0 6.0 _ 4.1 3.3 _ 2.7 2.4 2.1 2.0 2.1 +2. +4.0 +3.9- I + + + + + + + + + + + 0. 0. 0.8 2.5 3.2 3.1 2.0 . 1.8 2.0 2.5 3.7 3.8 ❑ ❑ lUl® T I 0❑ I �❑ to n ❑ PHOTOMETRIC SITE PLAN 1 A ill = 20'-0" CD 6-3 6.0 E X Cq ) Cc 0 o � � D o00 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 A I I VA ARCHITECTS 1833 E.17th. Street; Suite 301 Santa Ana, (A, 92705 Phone 714.832.1834 C M r 1 06 ■ TM U. > 0 N >1 Q � N ' L � OQ sv C L �■■� L 0 0 B OCD Ocom UE r**" ho a. FSR#04112 BUILDING TYPE / SIZE: P12 SE RELEASE: V2_19.05 REVISION SCHEDULE NO. DATE DESCRIPTION E X Cq ) Cc 0 o � � D o00 Ooo 0 Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 A I I VA ARCHITECTS 1833 E.17th. Street; Suite 301 Santa Ana, (A, 92705 Phone 714.832.1834 C M r 1 06 ■ TM U. > 0 N >1 Q � N ' L � OQ sv C L �■■� L 0 0 B OCD Ocom UE r**" ho a. FSR#04112 BUILDING TYPE / SIZE: P12 SE RELEASE: V2_19.05 REVISION SCHEDULE NO. DATE DESCRIPTION CONSULTANT PROJECT # 16-220 PRINTED FOR PERMIT DATE 8/12/20 A Fm DRAWN BY K.N. Information contained on this drawing and in all digital files produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives. SHEET W PHOTOMETRIC a SITE PLAN SHEET NUMBER PH=1 4 3 2 1 0 10 20 30 NORTH ELEVATION WEST ELEVATION COLOR AND MATERIAL LEGEND SC-2 Note: All roof top mechanical equipment shall be located in equipment well and screened from view by parapet walls. File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations A-1 Metal Canopies - Color: "Dark Bronze" SC-1 EIFS - Color to Match: Sherwin Williams SW6170 "Techno Grey" EIFS - Color to Match: Sherwin Williams SW6068 "Brevity Brown" ST-1 Storefront - Anodized Aluminum Storefront "Dark Bronze" PC-1 Glass Fiber Reinforced Concrete - Color to Match "Monsoon" MV-1 Masonry Veneer- Creative Mines - Craft Board Form - "Monsoon" PT-10 Exterior Paint - Sherwin Williams SW6068 "Brevity Brown" PT-11 Exterior Paint - Sherwin Williams SW7100 "Arcade White" PRELIMINARY ELEVATIONS Monterey Ave. & Dinah Shore - Palm Desert, CA SOUTH ELEVATION EAST ELEVATION EIFS SC-1 Canopy A-1 Canopy - A-1 EIFS SC-1 Masonry Veneer MV-1 Storefront - ST-1 Masonry Veneer MV-1 EIFS SC-2 22'-11 18" 26'-0 5/8" 26'-2" 26'-0 5/8" Paint PT-11 Metal Coping Paint PT-10 Paint PT-11 G.F.R.C. PC-1 30'-0 5/8" 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 SOUTHEAST VIEW File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations PRELIMINARY RENDERING Monterey Ave. & Dinah Shore - Palm Desert, CA 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 NORTHEAST VIEW File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations PRELIMINARY RENDERING Monterey Ave. & Dinah Shore - Palm Desert, CA 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 NORTH VIEW File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations PRELIMINARY RENDERING Monterey Ave. & Dinah Shore - Palm Desert, CA 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 NORTHWEST VIEW File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations PRELIMINARY RENDERING Monterey Ave. & Dinah Shore - Palm Desert, CA 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 MONTEREY VIEW SOUTH File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations PRELIMINARY RENDERING Monterey Ave. & Dinah Shore - Palm Desert, CA 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 MONTEREY VIEW NORTH File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations PRELIMINARY RENDERING Monterey Ave. & Dinah Shore - Palm Desert, CA 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 CROSS SECTION A-APROPERTY LINE0 10 20 30 File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations 30'-0 5/8" PRELIMINARY SECTIONS Monterey Ave. & Dinah Shore - Palm Desert, CA 22'-11 1/8" 159'- 1 1/2" PROPERTY LINE EXTENT 49'-7" FF 213.07 MONTEREY AVE 232 +/- @ HIGH POINT DRIVER EYE SIGHT 236.5 +/- 102'-9" LANDSCAPE PER LANDLORD UNDER A SEPARATE PERMIT 4'-6" 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 CROSS SECTION B-BPROPERTY LINEPROPERTY LINE0 10 20 30 MONTEREY AVE 232 +/- @ HIGH POINT MONTEREY AVE 229 +/- @ LOW POINT File Name: 16220 Monterey Ave & Dinan Shore- Color Elevations 21'-6" PRELIMINARY SECTIONS Monterey Ave. & Dinah Shore - Palm Desert, CA 155'-6" PROPERTY LINE EXTENT FF 213.07 22'-11 1/8" 4'-6" 4'-6" 51'-9" 03-21-19 04-15-19 04-24-19 06-04-19 07-12-19 08-28-19 09-09-19 07-31-20 08-12-20 EXITONLYBLDG 7RESTAURANTEVEV15TInformation contained on this drawing and in alldigital files produced for above named projectmay not be reproduced in any manner withoutexpress written or verbal consent fromauthorized project representatives.JOB No.PRINTED FORDATESHEETSHEET NUMBERDRAWN BYChick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998NO.DATEDESCRIPTIONREVISION SCHEDULEAFSR#CHICK-FIL-A1B CDEABCDE234123455P:\CFA17091\CAD\01-4112-17091CGP.dwg Sheet No: 1-TITLE Saved by: salcedopj - Friday, August 14, 2020 11:48 AM Printed by: Patrick Salcedo - August 14, 2020 11:55 AM MONTEREY AVE. & DINAH SHORE MONTEREY AVE & DINAH SHORE - PALM DESERT, CA04112CFA17091Planning08-12-20TITLE SHEETSGCPARCEL 6FUTUREBUILD.PARCEL 13PARCEL 12PARCEL 11PARCEL 2RAILROAD & INTERSTATE 10PARCEL 9PARCEL 3PARCEL 4PARCEL 1PARCEL 5PARCEL 6PARCEL 7FUTUREBUILD.FUTUREBUILD.PARCEL 10PARCEL 8⅊⅊PARCELLINE TYP.PARCELLINE TYP. TInformation contained on this drawing and in alldigital files produced for above named projectmay not be reproduced in any manner withoutexpress written or verbal consent fromauthorized project representatives.JOB No.PRINTED FORDATESHEETSHEET NUMBERDRAWN BYChick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998NO.DATEDESCRIPTIONREVISION SCHEDULEAFSR#CHICK-FIL-A1B CDEABCDE234123455P:\CFA17091\CAD\01-4112-17091CGP.dwg Sheet No: 2-CGP-1 Saved by: salcedopj - Friday, August 14, 2020 11:48 AM Printed by: Patrick Salcedo - August 14, 2020 11:57 AM MONTEREY AVE. & DINAH SHORE MONTEREY AVE & DINAH SHORE - PALM DESERT, CA04112CFA17091Planning08-12-20SGCCONCEPTUAL GRADINGPLAN Information contained on this drawing and in alldigital files produced for above named projectmay not be reproduced in any manner withoutexpress written or verbal consent fromauthorized project representatives.JOB No.PRINTED FORDATESHEETSHEET NUMBERDRAWN BYChick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998NO.DATEDESCRIPTIONREVISION SCHEDULEAFSR#CHICK-FIL-A1B CDEABCDE234123455P:\CFA17091\CAD\01-4112-17091CGP.dwg Sheet No: 3-CGP-2 Saved by: salcedopj - Friday, August 14, 2020 11:48 AM Printed by: Patrick Salcedo - August 14, 2020 12:00 PM MONTEREY AVE. & DINAH SHORE MONTEREY AVE & DINAH SHORE - PALM DESERT, CA04112CFA17091Planning08-12-20SGCCONCEPTUAL GRADINGPLAN 15TInformation contained on this drawing and in alldigital files produced for above named projectmay not be reproduced in any manner withoutexpress written or verbal consent fromauthorized project representatives.JOB No.PRINTED FORDATESHEETSHEET NUMBERDRAWN BYChick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998NO.DATEDESCRIPTIONREVISION SCHEDULEAFSR#CHICK-FIL-A1B CDEABCDE234123455P:\CFA17091\CAD\01-4112-17091CGP.dwg Sheet No: 4-CGN Saved by: salcedopj - Friday, August 14, 2020 11:48 AM Printed by: Patrick Salcedo - August 14, 2020 12:01 PM MONTEREY AVE. & DINAH SHORE MONTEREY AVE & DINAH SHORE - PALM DESERT, CA04112CFA17091Planning08-12-20CONSTRUCTION NOTESSGC SSSSSSSSSSWWWWWWWW15TCONCEPTUAL UTILITY PLANSGCInformation contained on this drawing and in alldigital files produced for above named projectmay not be reproduced in any manner withoutexpress written or verbal consent fromauthorized project representatives.JOB No.PRINTED FORDATESHEETSHEET NUMBERDRAWN BYChick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998NO.DATEDESCRIPTIONREVISION SCHEDULEAFSR#CHICK-FIL-A1B CDEABCDE234123455P:\CFA17091\CAD\01-4112-17091CUT.dwg Sheet No: CUT-5 Saved by: salcedopj - Friday, August 14, 2020 11:51 AM Printed by: Patrick Salcedo - August 14, 2020 12:02 PM MONTEREY AVE. & DINAH SHORE MONTEREY AVE & DINAH SHORE - PALM DESERT, CA04112CFA17091Planning08-12-20 P:\CFA17091\CAD\01-04112-17091AL.dwg, 1-title, 7/30/2020 5:11:57 PM P:\CFA17091\CAD\01-04112-17091AL.dwg, 2-bdy, 7/30/2020 5:12:29 PM P:\CFA17091\CAD\01-04112-17091AL.dwg, 3-topo, 7/30/2020 5:13:04 PM 5 4 3 2 1 EI L�J IPA f� J LANDSCAPE PER — ' LANDLORD, REFER TO LANDLORD ' PLANS. n LANDSCAPE PER — LANDLORD, REFER TO LANDLORD PLANS. PRELIMINARY LANDSCAPE PLAN 1" = 20'-0' I 1j WAN AlNf LUN AlR NEW WATER EASEMgI4T TYP. SITE LIGHT PEVVER EASEMENT 1 I LINES FIRE WATER LINE, DCVA, FDC E PIV BY CENTER DEVELOPER GREASE INTERCEPTOR BY CENTER DEVELOPER LANDSCAPE CALCULATIONS SHRUB E TREE LANDSCAPE AREA: 2,834 S.F. TURF AREA O TOTAL LANDSCAPE AREA: 2,834 S.F. PLANTING LEGEND SYMBOL BOTANICAL NAME TREES CERCIDIUM 'HYBRID' AZT NATURAL MULTI -TRUNK COMMON NAME SIZE AZT HYBRID 24" BOX PALO VERDE QTY. REMARKS WUCOLS IV REGION vb L OLEA EUROPAEA 'SWAN HILL.' FRUITLESS OLIVE 24" BOX 2 L SHRUBS AGAVE A. 'NOVA' AGAVE 5 GAL. 14 AS SHOWN L ALOE 'BLUE ELF' DWARF ALOE 5 GAL 26 2'-0" O.C. L ! CAESALPINIA PULCHERRIMA RED BIRD OF PARADISE 15 GAL 6 AS SHOWN L • HESPERALOE PARVIFLORA RED YUCCA 5 GAL 42 2'-6" O.C. L LANTANA MONTEVIDENSIS TRAILING LANTANA 1 GAL. 46 3'-0" O.C. M LANTANA 'NEW GOLD' LANTANA 1 GAL 39 3'-0" O.C. M OLEA EUROPAEA 'LITTLE OLLIE' DWARF OLIVE 15 GAL 7 AS SHOWN L PENNISETUM RUBRUM FOUNTAIN GRASS 5 GAL 25 4'-0" O.C. L GROUNDCOVERS DECOMPOSED GRANITE ALONG WEST SIDE OF BUILDING IN NARROW PLANTER - 20 S.F. .�:'. MANUFACTURER SOUTHWEST BOULDER AND STONE 3/8" MINUS, 2" THICK, MATCH CENTER COLOR DECOMPOSED GRANITE (D.G.) IN PLANTER AREAS NOTE: INSTALL A 2" MIN. LAYER OF DECOMPOSED GRANITE W/ STABILIZER CONTINUOUS, COLOR TO MATCH CENTER, IN ALL PLANTERS UNDER ALL TREES E SHRUBS. KEEP TOP OF GRANITE I" BELOW ADJACENT WALKS AND CURBS. DO NOT ALLOW THE D.G. TO TOUCH THE TRUNK OF ANY PLANT. INSTALL AFTER INSTALLATION OF PLANT MATERIAL MAKING NOTE OF PLANT HEIGHT SO PLANTS ARE NOT BURIED BY D.G. PLANTING NOTES I. CONTRACTOR IS TO REVIEW PLANS, VERIFY SITE CONDITIONS AND PLANT QUANTITIES PRIOR TO INSTALLATION. CONFLICTS BETWEEN THE SITE AND THESE PLANS OR WITHIN THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO LANDSCAPE INSTALLATION, ANY DEVIATION(S) FROM THE PLANS OR SPECIFICATIONS IS TO HAVE WRITTEN APPROVAL. 2, ALL PLANT MATERIAL. SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "AMERICAN NURSERY AND LANDSCAPE ASSOCIATION" STANDARDS. WWW.ANLA,ORG 3. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONT#NUOUS WATERING, PRUNING, RAISING TREE BALLS WHICH SETTLE BELOW GRADE, FERTILIZING, APPLICATION OF SPRAYS WHICH ARE NECESSARY TO KEEP THE PLANTINGS FREE OF INSECTS AND DISEASES, WEEDING. AND/OR OTHER OPERATIONS NECESSARY FOR PROPER CARE AND UPKEEP. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF NINETY (90) DAYS. 4. LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY CONTRACTOR PRIOR TO INSTALLATION, 5. FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS SPECIFIED WITHIN THE SOILS REPORT, 6, ANY TREES WITHIN 5' OF PAVING, CURBS, WALLS, BUILDINGS, ETC, TO BE INSTALLED WITH A ROOT BARRIER DEVICE. 7, FINISH GRADE TO BE 2" BELOW TOP OF CURB OR SIDEWALK FOR PLANTING AREAS. 8. CONTRACTOR TO INCLUDE IN HIS BID THE REPAIR OF ANY AND ALL DAMAGE RESULTING FROM INSTALLATION OF PLANT#NG ITEMS. CONNECT TO EXISTING CONDITIONS. 9, ALL PLANTING AND IRRIGATION ON THIS PROJECT TO MEET OR EXCEED CITY LANDSCAPE GUIDELINES, STANDARDS AND AGENCY REQUIREMENTS. SEE SHEET LI.I FOR NYDROZONES, WATER CALCS. � MAINTENANCE SCHEDULE. GRAPHIC SCALE 20 0 10 20 40 ( IN FEET ) 1 inch = 20 ft. W Bo E %�!* Chick-fil-A 5200 Buffington Road Atlanta, Georgia 30349-2998 Prepared by. ��if hourian associates , ine landscape architecture f design 107 avenida rniramar, , suite d san clemente , califomia 92672 p: 949.489-5623 WE W v C W Q a 1 Z a J �W Ca_ LL w 1 > z ao Ca LU Q W w B Z W 0 Z M Om FS R# 04112 REVISION SCHEDULE NO. DATE DESCRIPTION JOB No. CFA17091 PRINTED FOR Planning DATE 08-14-20 A DRAWN BY VB/JGH Information contained on this drawing and in all digital fifes produced for above named project may not be reproduced in any manner without express written or verbal consent from authorized project representatives_ SHEET PRELIMINARY LANDSCAPE PLAN SHEET NUMBER LID 1 5 4 3 1 2 1 TSWWWWWWInformation contained on this drawing and in alldigital files produced for above named projectmay not be reproduced in any manner withoutexpress written or verbal consent fromauthorized project representatives.JOB No.PRINTED FORDATESHEETSHEET NUMBERDRAWN BYChick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998NO.DATEDESCRIPTIONREVISION SCHEDULEAFSR#CHICK-FIL-A1B CDEABCDE234123455C:\Users\vbova\Documents\My Data\Business\Victoria Bovard ASLA\Consulting\2020\290-Hourian\Projects\CFA Monterey & Dinah Shore\Working CAD\New Prelim 8-12-20\05-04112-L1.0-Preliminary Landscape Plan.dwg Sheet No: LAYOUT1 Saved by: vbova - Thursday, August 13, 2020 10:27 AM Printed by: Victoria Bovard - August 14, 2020 10:07 AM MONTEREY AVE. & DINAH SHORE MONTEREY AVE & DINAH SHORE - PALM DESERT, CA04112CFA17091Planning08-14-20hourianassociateslandscape architecture + designp: 949.489-5623107 avenida miramar , suite d san clemente , california 92672, inc.J OH N G.HOURIANREGISTE R E D L ANDSCAPEARCHITECT9-30-21SignatureRenewal DateDate1288STATEOFCALI F OR NIA8-14-20VB/JGH TInformation contained on this drawing and in alldigital files produced for above named projectmay not be reproduced in any manner withoutexpress written or verbal consent fromauthorized project representatives.JOB No.PRINTED FORDATESHEETSHEET NUMBERDRAWN BYChick-fil-A5200 Buffington RoadAtlanta, Georgia30349-2998NO.DATEDESCRIPTIONREVISION SCHEDULEAFSR#CHICK-FIL-A1B CDEABCDE234123455C:\Users\vbova\Documents\My Data\Business\Victoria Bovard ASLA\Consulting\2020\290-Hourian\Projects\CFA Monterey & Dinah Shore\Working CAD\New Prelim 8-12-20\05-04112-L1.1-Preliminary Water Conservation Plan.dwg Sheet No: LAYOUT1 Saved by: vbova - Thursday, August 13, 2020 10:26 AM Printed by: Victoria Bovard - August 14, 2020 10:07 AM MONTEREY AVE. & DINAH SHORE MONTEREY AVE & DINAH SHORE - PALM DESERT, CA04112CFA17091Planning08-14-20hourianassociateslandscape architecture + designp: 949.489-5623107 avenida miramar , suite d san clemente , california 92672, inc.J OH N G.HOURIANREGISTE R E D L ANDSCAPEARCHITECT9-30-21SignatureRenewal DateDate1288STATEOFCALI F OR NIA8-14-20VB/JGH