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2024-07-23 ARC Regular Meeting Agenda Packet
ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT MEETING AGENDA Tuesday, July 23, 2024 12:30 p.m. Development Services Conference Room, City Hall 73-510 Fred Waring Drive Palm Desert, CA 92260 Pursuant to Assembly Bill 2449, this meeting may be conducted as a hybrid meeting allowing public access via teleconference or in person, and up to two Commissioners may attend remotely. To participate via Zoom, use the following link: https://palmdesert.zoom.us/j/83648797515 or call (213) 338-8477, Zoom Meeting ID: 836 4879 7515 • Written public comment may also be submitted to planning@palmdesert.gov. E-mails received by 9:30 a.m. prior to the meeting will be distributed to the Commission. Any correspondence received during or after the meeting will be distributed to the Commission as soon as practicable and retained for the official record. Emails will not be read aloud except as an ADA accommodation. • Pages 1.CALL TO ORDER 2.ROLL CALL 3.ELECTION OF ARCHITECTURAL REVIEW COMMISSION CHAIRPERSON AND VICE CHAIRPERSON RECOMMENDATION: Nominate and Appoint a Chairperson and Vice Chairperson for Architectural Review Commission. 4.ELECTION OF ARCHITECTURAL REVIEW COMMISSION LIAISON FOR CULTURAL ARTS COMMISSION RECOMMENDATION: Nominate and Appoint Commission Liaison. 5.NON-AGENDA PUBLIC COMMENT This time has been set aside for the public to address the Architectural Review Commission on issues that are not on the agenda for up to three minutes. Speakers may utilize one of the three options listed on the first page of the agenda. Because the Brown Act does not allow the Architectural Review Commission to act on items not listed on the agenda, members may briefly respond or refer the matter to staff for a report and recommendation at a future meeting. 6.CONSENT CALENDAR All matters listed on the Consent Calendar are considered routine and may be approved by one motion. The public may comment on any items on the Consent Calendar within the three-minute time limit. Individual items may be removed by the Architectural Review Commission for a separate discussion. RECOMMENDATION: To approve the consent calendar as presented. 6.a APPROVAL OF MINUTES 5 RECOMMENDATION: Approve the Minutes of June 25, 2024. 7.CONSENT ITEMS HELD OVER 8.ACTION CALENDAR The public may comment on individual Action Items within the three-minute time limit. Speakers may utilize one of the three options listed on the first page of the agenda. 8.a CONSIDERATION TO APPROVE A REVISED DESIGN REVIEW FOR THE ARCHITECTURE ASSOCIATED WITH AN OUTDOOR PATIO REMODEL FOR WILDEST RESTAURANT AT 72990 EL PASEO, SUITE #3 9 RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the revised Design Review with the following conditions: A pilaster with the same stone cladding on the building shall be added to the opening at the northeast corner of the patio. 1. Gravel placed in planters adjacent to the parking lot shall match existing parking lot gravel. 2. Shipping container shall be new or like-new condition.3. Architectural Review Commission Meeting 2 8.b CONSIDERATION TO APPROVE AN AMENDMENT FOR A DESIGN REVIEW APPROVAL OF A 1,103 SQUARE FOOT GUESTHOUSE AT 72240 UPPER WAY WEST 31 RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Amendment to the approved Design Review with the following conditions: 1) Street exposed windows should be recessed; 2) Staff shall develop conditions of approval that assure all exterior building finishes, paving, ground covers, and re-naturalized slopes are appropriate to the hillside area prior to the project proceeding to Planning Commission. 8.c CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A MULTITENANT MONUMENT SIGN FOR AN EXISTING COMMERCIAL BUILDING LOCATED AT 44795 SAN PABLO 65 RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review as proposed. 9.REPORTS & REMARKS 9.a ARCHITECTURAL REVIEW COMMISSIONERS 9.b CITY STAFF 9.c ATTENDANCE REPORT 75 10.ADJOURNMENT The next Regular Meeting will be held on August 13, 2024, at 12:30 p.m. Architectural Review Commission Meeting 3 11.PUBLIC NOTICES Agenda Related Materials: Pursuant to Government Code §54957.5(b)(2) the designated office for inspection of records in connection with this meeting is the Office of the City Clerk, Palm Desert Civic Center, 73-510 Fred Waring Drive, Palm Desert. Staff reports for all agenda items considered in open session, and documents provided to a majority of the legislative bodies are available for public inspection at City Hall and on the City’s website at www.palmdesert.gov. Americans with Disabilities Act: It is the intention of the City of Palm Desert to comply with the Americans with Disabilities Act (ADA) in all respects. If, as an attendee or a participant at this meeting, or in meetings on a regular basis, you will need special assistance beyond what is normally provided, the City will attempt to accommodate you in every reasonable manner. Please contact the Office of the City Clerk, (760) 346-0611, at least 48 hours prior to the meeting to inform us of your needs and to determine if accommodation is feasible. AFFIDAVIT OF POSTING I hereby certify under penalty of perjury under the laws of the State of California that the foregoing agenda for the Architectural Review Commission was posted on the City Hall bulletin board and City website not less than 72 hours prior to the meeting. /S/ Melinda Gonzalez Executive Assistant Architectural Review Commission Meeting 4 Architectural Review Commission Meeting Minutes June 25, 2024 1 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT REGULAR MEETING MINUTES June 25, 2024, 12:30 p.m. Present: Commissioner James Blakeley, Commissioner Dean Wallace Colvard, Commissioner Nicholas Latkovic, Commissioner James McIntosh, Commissioner Francisco Sanchez, Chair John Vuksic Absent: Commissioner Michael McAuliffe Staff Present: Principal Planner Carlos Flores, Principal Planner Nick Melloni, Associate Planner Kenny Taylor, Recording Secretary Melinda Gonzalez 1. CALL TO ORDER A Regular Meeting of the Architectural Review Commission (ARC) was called to order by Chair Vuksic on Tuesday, June 25, 2024, in the Development Services Conference Room, City Hall, located at 73-510 Fred Waring Drive, Palm Desert, California. 2. ROLL CALL 3. NON--AGENDA PUBLIC COMMENT Chair Vuksic opened and closed the public comment period for Non-Agenda public comment. No public comments were provided. 4. CONSENT CALENDAR Chair Vuksic opened and closed the public comment period for the Consent Calendar. No public comments were provided. Motion by: Commissioner Latkovic Seconded by: Commissioner Colvard To approve the consent calendar as presented. Motion Carried (6 to 0) 4.a APPROVAL OF MINUTES Motion by: Commissioner Latkovic Seconded by: Commissioner Colvard Approved the Regular Meeting Minutes of June 11, 2024. Motion Carried (6 to 0) 5 Architectural Review Commission Meeting Minutes June 25, 2024 2 5. CONSENT ITEMS HELD OVER None 6. ACTION CALENDAR 6.a CONSIDERATION TO APPROVE A DESIGN REVIEW FOR ARCHITECTURAL REVISIONS TO THE BRAVO GARDENS PROJECT (MISC24-0009) Principal Planner, Carlos Flores, narrated a PowerPoint presentation on the item and responded to Commission inquiries. Rachel Felton, Development Manager; Joy Brown, Office Manager; Vince Chupka, HPA Lead Architect; and Vely Zaljec, HPA Architect, were present. Chair Vuksic opened the public comment period and invited the applicant to speak. Vince Chupka, HPA Lead Architect; and Vely Zaljec, HPA Architect, introduced themselves and answered questions from the Commission. With no other members of the public wishing to comment, Chair Vuksic closed the public comment period. Discussion on the item ensued with Commissioners providing comments for the project. Motion by: Commissioner McIntosh Seconded by: Commissioner Colvard Following discussion, motion carried to approve Case No. MISC24-0009 as presented with the following condition: 1. Staff to review proposed mechanical screening with consideration to Commission comments. If staff determines mechanical screening will impact the visual composition of the building the item shall return to the Architectural Review Commission for further review. Motion Carried (6 to 0) 6.b CONSIDERATION FOR DESIGN REVIEW APPROVAL FOR TWO WALL- MOUNTED SIGNS READING “M” MILENNIUM APARTMENTS LOCATED AT TECHNOLOGY DRIVE AND GERALD FORD DRIVE (Continued from June 11, 2024) Associate Planner, Kenny Taylor, narrated a PowerPoint presentation on the item and responded to Commission inquiries. Glenn Davis with Signarama, Applicant and Russell MacDonald with HSA, Designer, were present. Chair Vuksic opened the public comment period and invited the applicant to speak. Glenn Davis with Signarama, Applicant, and Russell MacDonald with HSA, Designer, introduced themselves and answered questions from the Commission. Glenn Davis provided a demonstration of the illumination of the sign. With no other members of the public wishing to comment, Chair Vuksic closed the public comment period. Discussion on the item ensued with Commissioners providing comments for the project. 6 Architectural Review Commission Meeting Minutes June 25, 2024 3 Motion by: Commissioner Sanchez Seconded by: Commissioner McIntosh Following discussion, motion carried to approve Case No. SARC24-0008 as presented. Motion Carried (6 to 0) 7. REPORTS & REMARKS 7.a ARCHITECTURAL REVIEW COMMISSIONERS Commissioner Colvard provided an update for the Cultural Arts Committee. A sculpture will be placed in the median on Portola between Gerald Ford and Dinah Shore. Another potential location for installation of a sculpture is on Cook Street between Gerald Ford and Frank Sinatra. Additionally, sculptures from Coachella Music festival have been installed in various locations in the Coachella Valley, with several in Indio and Coachella. 7.b CITY STAFF Principal Planner Flores provided the following updates. • On June 18, 2024, at the regular meeting of the Planning Commission the Shadow Ridge project was approved. Wildest Restaurant Patio also went before the Planning Commission and was continued with comments regarding the proposed wrap material for the storage container. This item will return to the Architectural Review Commission for a second review to explore alternative options. • The City is hosting a community meeting today, June 25, 2024, regarding the Pulte “Explorer” project, including the Refuge project, to provide information on the current project and hear concerns from surrounding neighbors. • Staff will be taking several items before the City Council at their next regular meeting of June 27, 2024, including two Award of Contracts; the first to the firm selected for the Unified Development Code update and the second for the firm selected to establish a historic context statement and to complete a City survey. Also, going to the City Council is an appeal of the Chief Building Official decision regarding the City's definition of a bedroom. Principal Planner Melloni provided the following updates. • Staff will be meeting with consultants, JKA Architects, who will be establishing objective design standards for the Downtown District and Hillside development. • Expiration of existing Temporary Use Permits for dining desks were extended by the City Council to June 2025 to accommodate businesses who will be impacted during the City's rehabilitation project for the streets 7 Architectural Review Commission Meeting Minutes June 25, 2024 4 and sidewalks on El Paseo. A Commissioner commented there should be consideration for inclusion of pop-outs on the sidewalk to allow for dining desks to improve the energy and atmosphere of El Paseo. 7.c ATTENDANCE REPORT The attendance report was provided with the agenda materials. The Commission took no action on this matter. 8. ADJOURNMENT The Architectural Review Commission adjourned at 1:49 p.m. Respectfully submitted, ___________________________________________ Melinda Gonzalez, Executive Administrative Assistant Recording Secretary ATTEST: ___________________________________________ Carlos Flores, Principal Planner Secretary APPROVED BY ARC: __/__/2024 8 Page 1 of 2 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: July 23, 2024 PREPARED BY: Carlos Flores, AICP, Principal Planner REQUEST: CONSIDERATION TO APPROVE A REVISED DESIGN REVIEW FOR THE ARCHITECTURE ASSOCIATED WITH AN OUTDOOR PATIO REMODEL FOR WILDEST RESTAURANT AT 72990 EL PASEO, SUITE #3 RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the revised Design Review with the following conditions: 1. A pilaster with the same stone cladding on the building shall be added to th e opening at the northeast corner of the patio. 2. Gravel placed in planters adjacent to the parking lot shall match existing parking lot gravel. 3. Shipping container shall be new or like-new condition. BACKGROUND/ANALYSIS: Executive Summary: Case No.: DR23-0015 (CUP23-0015) On May 28, 2024, the City’s Architectural Review Commission (ARC) considered a request by Charissa Farley-Hay (Applicant), for consideration of a Design Review to approve architecture and landscaping for an outdoor patio remodel for “W ildest Restaurant” (Restaurant), located at 72990 El Paseo, Suite #3 (Assessor’s Parcel Number: 640170013), within the Palms to Pines West Shopping Center. The project includes a 2,977 square foot (sf) outdoor permanent dining patio with a pergola/trellis, an 8’ x 40’ storage container (Container), block wall, pavers, and landscaping. The staff report for this item dated May 28, 2024, is attached to this report and provides more detailed information on the project proposal. The ARC took the following action on the item: Following discussion, MOTION BY CHAIR VUKSIC, SECOND BY COMMISSIONER MCAULIFFE, CARRIED 6-0 (VICE CHAIR MCINTOSH ABSENT); to approve Case No. DR23-0015 with the following conditions: 1. Roll-up door shall be further studied and reviewed by staff regarding its maintainability or be replaced with swinging metal doors. 2. A pilaster with the same stone cladding on the building shall be added to the opening at the northeast corner of the patio. 3. Gravel placed in planters adjacent to the parking lot shall match existing parking lot gravel. 4. Shipping container shall be new or in like-new condition. 9 Architectural Review Commission City of Palm Desert DR23-0015 Revised Page 2 of 2 On June 18, 2024, the City’s Planning Commission (Commission) considered the same project request at a public hearing for Conditional Use Permit approval. The Commission discussed the design of the proposed storage container and after discussion, motioned for the project to be returned to the ARC to refine the Container with a more elegant appearance ; then return to the Commission for further consideration. All other components of the project were found acceptable with exception to the Container. Project Summary: The Applicant has submitted a revised design for the Container. The revisions include: - The Container will be finished with wood panels bolt mounted to the container. - The wood panels will have a “wood grain” pattern and “Peruvian Teak” color, emulating the desert color palette of the restaurant. - The corners of the Container will have a trim finish, primed and painted to match the rest. - The Container doors will now be a 6’ x 6’-8” double door, rather than a roll up door. - The Container will include a tube frame welded to the container, with flat sleet slats welded to the tubs The Container will also include a new sign, that qualifies as a secondary sign under Palm Desert Municipal Code (PDMC) Section 25.56.080(C). The sign proposed is a non -illuminated, steel plaque sign with the Restaurant logo installed on the south facing elevation of the Container. The sign will be installed at the top of the Container’s elevation and measure 3’-2” in height and 4’-4” in length (13.68 square feet). The top of the sign plaque will be 8’-5 ¼” from the ground floor, extending 5” above the container and 4’ back on the top of the container. The existing sign on the south elevation is a 23.4 square foot illuminated building mounted sign. The combined square footage of the existing sign and the proposed sign is 37.08 square feet, which is under the maximum 50 square feet allowed. All other components of the project remain unchanged. Complete details for the full project description, analysis, and findings can be found in the May 28, 2024, ARC meeting staff report (Attachment 1). Findings The findings for this project can be found in Attachment 1 and are unchanged from the May 28, 2024, ARC meeting staff report. ATTACHMENTS: 1. May 28, 2024, ARC Meeting Staff Report 2. June 18, 2024, Planning Commission Meeting Minutes 3. Revised Project Plans 10 CITY OF PALM DESERT DEVELOPMENT SERVICES DEPARTMENT ARCHITECTURAL REVIEW COMMISSION MEMORANDUM To: Honorable Chair and Members of the Commission From: Carlos Flores, AICP, Principal Planner Date: May 28, 2024 Case No: Design Review (DR) 23-0015 Related: CUP23-0015 Subject: Consideration to approve a Design Review for the architecture and landscaping associated with an outdoor patio remodel for Wildest Restaurant at 72990 El Paseo, Suite #3 Executive Summary The proposal is a request by Charissa Farley-Hay (Applicant), for consideration of a Design Review to approve architecture and landscaping for an outdoor patio remodel for “Wildest Restaurant” (Restaurant), located at 72990 El Paseo, Suite #3 (Assessor’s Parcel Number: 640170013), within the Palms to Pines West Shopping Center. Background The Restaurant occupies the south end of an in-line commercial building (Building) within the Palms to Pines West Shopping Center (Center). The Building has two (2) other commercial tenants and shares parking with four (4) surrounding multi-tenant commercial buildings within the Center. The Restaurant currently utilizes existing parking spaces for a temporary outdoor dining area and seeks approval to have a permanent outdoor patio dining area. Project Summary A. Property Description: The project site is a 1.12-acre parcel within the Center. The Restaurant is located on the south end of the Building, as shown on Exhibit 1. 11 CUP23-0015 Wildest Restaurant Page 2 of 6 May 28, 2024 Exhibit 1 – Restaurant Site Plan B. Zoning, General Plan, and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Existing Commercial Regional Retail Planned Commercial – 3 (P.C.-3), S.P. North Existing Commercial Regional Retail Planned Commercial – 3 (P.C.-3), S.P. South Existing Residential Small Town Neighborhood Planned Residential – 6 (PR-6) East Existing Commercial Regional Retail Planned Commercial – 3 (P.C.-3), S.P. West Existing Commercial Regional Retail Planned Commercial – 3 (P.C.-3), S.P. C. Project Description The Applicant is requesting Design Review approval for a 2,977 square foot (sf) outdoor permanent dining patio which would include: a pergola/trellis, 8’ x 40’ storage container, fireplace, heaters, lighting, pavers, wall, and landscaping on the perimeter and interior of the patio. The total usable area for patio dining purposes would be 2,233 square feet. 12 CUP23-0015 Wildest Restaurant Page 3 of 6 May 28, 2024 Architecture The proposal includes construction and installation of a 20’ x 40’ trellis, an 8’ x 40’ container, perimeter walls, and furniture within the patio, including tables, chairs, and a fireplace. Attachment 1 provides details on the proposed architecture of the expansion, which serves to expand the existing Restaurant, and can be summarized below: - Pergola: the Pergola is 10’ in height, 20’ in depth, and 40’ in length. It will be constructed of aluminum painted white installed with six (6) posts and include ceiling fans and heaters, downlights, and be used for dining. The posts will be cladded with stone veneer at a total height of 2’-4” on the post, to match existing building and wood molding. - Container: A container measuring 8’ in height, 8’ in depth, and 40’ in length will be located on the western part of the outdoor patio. The container will be galvanized steel painted white, have a vinyl print design wrapped around it, and include a mounted herb garden wall. The container will include a window, roller doors, and be used for Restaurant storage. - Block wall: A 40” high retaining wall to be constructed of grey and black precision block. The wall will use the combination of colors, offsetting colors by row. - Pavers: The patio will include pavers in graphite, foundry, and linen colors. Exhibit 2 - Renderings Landscaping The proposal includes landscaping on the perimeter, interior, and adjacent parking stalls, as shown in exhibit 3. The landscaping palette plan includes trees (pygmy date palms, palo verdes, palo blancos, and laurel figs), shrubs and accents, “Pink Powderpuff” vines, and green carpet natal plum ground cover. 13 CUP23-0015 Wildest Restaurant Page 4 of 6 May 28, 2024 Exhibit 3 – Landscaping Plan Analysis Pursuant to Palm Desert Municipal Code (PDMC) Section 25.68, the Architectural Review Commission is the designated authority to approve architectural modifications under a design review. In making a determination on a design review application, the ARC must make findings per PDMC 25.68.040: A. That the proposed development conforms to any legally adopted development standards. The project is subject to the development standards found in Palm Desert Municipal Code (PDMC) Section 25.16.050 Development Standards and meets all the development standards. The project does not propose extension of the physical restaurant building and instead proposes accessory structures, which meet the required development standards of the PDMC. 14 CUP23-0015 Wildest Restaurant Page 5 of 6 May 28, 2024 B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoyment of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The project is within an existing shopping center and was reviewed to ensure proper circulation could be achieved, even with the loss of parking. The proposed architecture and landscaping will not create new impacts. The removal of the parking spaces will not create traffic congestion as there is adequate parking available within the rest of the shopping center. The patio is constructed to allow for safe and reasonable circulation. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The proposed project blends well with the surrounding neighborhood, including the existing building and shopping center, by incorporating high-quality architecture and landscaping. The proposal includes accessory structures and uses that enhance the area and restaurant and are not determinantal to the development within the area. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as for its neighbors, and that it is aesthetically of good composition, materials, textures, and colors. The proposed design utilizes durable finishes and features a quality contemporary style characterized by modern forms, quality finishes, and desert-compatible colors. The project provides quality pavers, textures (stone veneer, vinyl) and colors for a quality development. The patio is meant to expand existing restaurant operations to create a desirable restaurant experience for tenants and customers. E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The project has been previously reviewed and approved and found to comply with applicable requirements and is an expansion of an existing and allowed use. F. That the overall development of the land shall be designed to ensure the protection of public health, safety, and general welfare. The site plan and grading plan have been reviewed to confirm the design provides protection of the public’s health, safety, and general welfare. The site is adequately serviced by utilities and the grading plan was reviewed in accordance with City requirements. The project provides setbacks from adjacent and internal properties that meet the standards of the zone. 15 CUP23-0015 Wildest Restaurant Page 6 of 6 May 28, 2024 STAFF RECOMMENDATION Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review. The ARC has the discretion to request the Applicant modify the design of the project before approving the case. Any modifications required should be added to the motion as a condition of approval. Attachments: 1. Project Plans 16 Palm Desert Planning Commission Meeting Minutes June 18, 2024 4 8.c CONSIDER ADOPTING A NOTICE OF EXEMPTION AND APPROVING A CONDITIONAL USE PERMIT FOR AN OUTDOOR PATIO FOR DINING PURPOSES FOR AN EXISTING RESTAURANT AT 72990 EL PASEO, SUITE 3 Principal Planner Flores narrated a PowerPoint presentation and responded to Commission inquiries. Chair Pradetto opened the public hearing. Zayda Braun, the Applicant's representative, stated the patio had been very successful since its opening and noted that the object of the project is to increase pedestrian traffic to the west side of El Paseo. Commissioner Gregory requested clarification regarding the function of the storage container, The Applicant representative responded that the container would be used for patio furniture storage, trash enclosure screen, and to provide an additional server station for those on the patio. Responding to further question, the Applicant's representative noted the structure could be clad in alternate materials, and expressed that the Applicant was open to suggestions for improvement. Chair Pradetto closed the public hearing, there being no member of the public wishing to speak. Chair Pradetto suggested adding a condition to specify the storage container not be wrapped in vinyl and to return to the Planning Commission for further approval. Motion by: Chair Pradetto Seconded by: Commissioner DeLuna Direct the project be returned to the Architectural Review Commission to refine the storage container with a more elegant appearance and bring back to Planning Commission for further consideration. Motion Carried (4 to 0) 9. INFORMATIONAL REPORTS & COMMENTS 9.a SUMMARY OF CITY COUNCIL ACTIONS None. 9.b COMMITTEE MEETING UPDATES 9.b.1 Cultural Arts Committee Commissioner Holt reported the Dueling Palms sculpture was approved and noted black lava would be used as xeriscape. T he Committee also approved permanent art sculptures to be placed along Portola Avenue in North Palm Desert. 17 18 8'X40'CONTAINER 8' HEIGHT FIREPLACE 1'-5"(E) GRADE LINE EXISTING BUILDING (E)ELEV. 248.42' (E)ELEV. 247.27' (E)ELEV. 247.93'2'-6"9'-11"10'-0"44'-11" 20'-0" PROPOSED TRELLIS SYSTEM23'-5"8" (N) CURB 18'-0" EXISTING PARKING STALL HEATER HEATER 247.0' (E) F.F. EXISTING AISLE 2'-10" (N) PLANTER 3'-5"N1 N2 N5 (N)DRAINING 246.60' SITE DRAINING, REFER TO GRADING PLAN N3 N11 N9 4'-0"6" 6 A-1.31 TYP (E)ELEV. 247.30'(N)T.O.C. 247.00'(N)T.O.C. 247.00' (E)ELEV. 246.84' (E)CONCRETE 247.36' EXISTING BUILDING (E) GRADE LINE 40'-0" PROPOSED TRELLIS SYSTEM (E) GRADE LINE(E) GRADE LINE (E) GRADE LINE PROPOSED TRASH ENCLOSURE FIREPLACE 8'-0" (N)CONTAINER 3'-4"10'-0"(E)T.O.C. 247.54'3'-4"EXISTING AISLE4'-5" (N) PLANTER8"11'-4" CLEAR42'-0"2'-6" CLEAR 18'-0" EXISTING PARKING STALL8"6'-0" (N) PLANTEREXISTING AISLE N1N1 N5 N5 N6 4'-0"6"4'-0"6" N2N3 N11 N2 N3 3 A-1.30 TYP 3 A-1.30 TYP 1/4" - 1'-0" SITE SECTIONS FEBRUARY.29.2024 Sheet: Date: Scale: PATIO REMODEL FOR WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA,. 92260 z a y d a @ z b r a u n d e s i g n s . c o m 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m D E S I G N S A-1.40 SITE SECTION 1/4"-1'-0"1 SITE SECTION 1/4"-1'-0"2 NEW KEYNOTES NEW CURB PER CITY STANDARD, REFER TO CIVIL DRAWINGS NEW CONCRETE SIDEWALK TO BE AMIN. OF 4" THICK CONCRETE. FINISH TO MATCH EXISTING. NEW PLANTER, REFER TO LANDSCAPE PLAN NEW TREE, REFER TO LANDSCAPE PLAN NEW 40" HIGH RETAINING WALL TO BE 8"X8"X16" SINGLE CORE (BOTH SIDES) PRECISION BLOCK, COLOR: GREY MW & BLACK 250 MW BY ORCO. NEW ASPHALT SURFACE & CAR STALL STRIPING TO MATCH EXISTING NEW HERB GARDEN BOX PROPOSED HERB GARDEN WALL, MOUNTED ON CONTAINER. NEW 6FT WIDE X 6'8" DOUBLE DOOR EXISTING LIGHT POLE TO BE PROTECTED DURING CONSTRUCTION. NEW 5FT WIDE X 3'8" FT HIGH HYDRAULIC DOOR N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 19 (E) F.F. 0"3'-2"5'-3 1/4"8'-0 1/2"2'-0"2'-6"1'-10 1/2"5'-0" 2'-0" 6'-0"10'-6 1/2" +/- 40'-0"3'-8"3'-0"6'-8"6'-8"VERTICAL WOOD SIDING WOOD SHELFFLAT SLEET SLATS WELDED TO STEEL TUBES CONTAINER PAINT 9 A-1.42 7 A-1.42 8 A-1.42 1X2 STEEL TUBE FRAME WELDED TO CONTAINER. PRIME AND PAINT A.2 G L A.3A.3 (E) F.F. 0" +/- 8'-0"+/- 8'-0"VERTICAL WOOD SIDING 9 A-1.42 8 A-1.42 7 A-1.42 G (E) F.F. 0" 2'-4 1/2" 4'-4" 1'-4 1/2" +/- 8'-0"3'-2"+/- 8'-0"STEEL PLAQUE WITH LOGO ON WHITE VERTICAL WOOD SIDING 8 A-1.42 9 A-1.42 G (E) F.F. 0" EQ.EQ. +/- 40'-0" VERTICAL WOOD SIDING CONTAINER PAINT 9 A-1.42 8 A-1.42 7 A-1.42 A.3 G 1'-4"FURRING STRIP 1 1/2"CONTAINERFLOOR WELDED BOLT TO CONTAINER 3/4"SIDING BOARD CONT. WOOD FURRING STRIP CONTAINER FASTENER PER MFR SPECS SIDING BPOARD CORNER TRIM PRIMED AND PAINT FURRING STRIP CONTAINER SIDING BOARD TOP TRIM PRIMED AND PAINT CONTINIOUS SEALANT GLUE FURRING STRIP Sheet: Scale: Date: ADU FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m As indicated A-1.42 CONTAINER DETAILS JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 5CONTAINER ISOMETRIC 1/2" = 1'-0"3FRONT 1/2" = 1'-0"1SIDE -BACK 1/2" = 1'-0"2SIDE-FRONT 1/2" = 1'-0"4BACK 1" = 1'-0"6VERTICAL INSTALLATION 3" = 1'-0"7FLOOR GAP 3" = 1'-0"8CORNER TRIM 3" = 1'-0"9TOP TRIM 20 Sheet: Scale: Date: ADU FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m A-2.00 MATERIAL BOARD JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 MATERIAL KEYNOTES A. WALL PAINT (EXISTING) MFR: SHERWIN WILLIAMS COLOR: WORLDLY GRAY SW 7043 LRV: 57 A.1 WALL PAINT (EXISTING) MFR: SHERWIN WILLIAMS COLOR: POISED TAUPE SW 6039 LRV: 22 A.2 TRELLIS PAINT COLOR MFR: SHERWIN WILLIAMS COLOR: AESTHETIC WHITE SW 7035 LRV: 73 A.3 CONTAINER PAINT COLOR MFR: SHERWIN WILLIAMS COLOR: HULETT ORE SW 9574 LRV: 16 B. STONE VENEER TO MATCH EXISTING C. LIGHT FIXTURES MFR: CONTARDI STYLE: CALYPSO MODEL: ANTIGUA, GUADALOUPE AND MARTINIQUE D. CMU BLOCK MFR: ORCO BLOCK COLOR: GRAY MW STYLE: PRECISION BLOCK SINGLE CORE COMMENTS: HORIZONTAL STRIPES USING 2 COLORS, 1 COLOR PER ROW E. CMU BLOCK MFR: ORCO BLOCK COLOR: BLACK 250 MW STYLE: PRECISION BLOCK SINGLE CORE COMMENTS: HORIZONTAL STRIPES USING 2 COLORS, 1 COLOR PER ROW M. COATED STEEL ROOF PANEL MFR: ATAS INTERNATIONAL COLOR: SANDSTONE 06 A B C D E A.1 A.2 M A.3 21 Sheet: Scale: Date: ADU FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m A-2.01 MATERIAL BOARD JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 MATERIAL KEYNOTES F. FIREPLACE EXISTING TO REMAIN G. WALL SIDING MFR: NEW TECHWOOD MODEL: US09 COLOR: PERUVIAN TEAK PATTERN: WOOD GRAIN PROFILE: FLUSH H. PAVER MFR: BELGARD STYLE: MODULINE 6X12 COLOR: GRAPHITE COMMENTS: SEE PLAN A-1.22 FOR PAVER DESIGN I. PAVER MFR: BELGARD STYLE: MODULINE 6X12 COLOR: FOUNDRY COMMENTS: SEE PLAN A-1.22 FOR PAVER DESIGN J. PAVER MFR: BELGARD STYLE: MODULINE 6X12 COLOR: LINEN COMMENTS: SEE PLAN A-1.22 FOR PAVER DESIGN K. METAL PLANTER SEE LANDSCAPE PLAN FOR LOCATION SIZE: 24"X96" L. OVERHEAD WINDOW 5' WIDE X 3'8" HEIGHT HYDRAULIC DOOR MATERIAL: CORRUGATED METAL TO MATCH CONTAINER. PAINT FINISH MFR: SHERWIN WILLIAMS COLOR: HULETT ORE SW 9574 F G H I J K L 22 Sheet: Scale: Date: ADU FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m A-4.01 NEW SOUTH WEST VIEW JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 23 Sheet: Scale: Date: ADU FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m A-4.02 NEW SOUTH VIEW JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 24 Sheet: Scale: Date: ADU FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m A-4.03 NEW WEST VIEW JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 25 Sheet: Scale: Date: TRI-PLEX CONDOMINIUM COMPLEX FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m A-4.05 CONTAINER VIEW JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 26 Sheet: Scale: Date: TRI-PLEX CONDOMINIUM COMPLEX FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m A-4.06 CONTAINER VIEW JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 27 Sheet: Scale: Date: TRI-PLEX CONDOMINIUM COMPLEX FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m A-4.07 CONTAINER VIEW JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 28 (E) F.F. 0"10'-0"20'-0" TRELLIS SYSTEM CONTAINER 40'-0" 46'-7" NEW PATIO ADDITION N11 N9 N5 (E) F.F. 0" EXISTING BUILDING 3'-4"8'-0"10'-0"9'-4"CONTAINER 8'-0" PROPOSED TRELLIS 40'-0" N5 NEW CURB PER CITY STANDARD, REFER TO CIVIL DRAWINGS NEW CONCRETE SIDEWALK TO BE A MIN. OF 4" THICK CONCRETE. NEW PLANTER, REFER TO LANDSCAPE PLAN. NEW TREE, REFER TO LANDSCAPE PLAN. NEW 40" RETAINING WALL TO BE 8"X8"X16" SINGLE CORE (BOTH SIDES) PRECISION BLOCK, COLOR: GREY MW & BLACK 250 MW BY ORCO. NEW ASPHALT SURFACE & CAR STALL STRIPING TO MATCH EXISTING NEW HERB GARDEN BOX PROPOSED HERB GARDEN WALL, MOUNTED ON CONTAINER. NEW 6FT WIDE X 6'8"H DOUBLE DOOR EXISTING LIGHT POLE TO BE PROTECTED DURING CONSTRUCTION. NEW 5FT WIDE X 3'8" FT HIGH HYDRAULIC DOOR NEW KEYNOTES N1 N2 N3 N4 N5 N6 N7 N8 N9 N10 N11 Sheet: Scale: Date: ADU FOR 7 6 0 . 8 9 8 . 4 8 6 5 w w w . Z b r a u n d e s i g n s . c o m z a y d a @ z b r a u n d e s i g n s . co m As indicated A-4.10 EXTERIOR ELEVATIONS JULY.01.2024 WILDEST RESTAURANT 72990 EL PASEO #3 PALM DESERT CA. 92260 1/4" = 1'-0"1EAST ELEVATION 1/4" = 1'-0"2SOUTH ELEVATION 29 Design Review 23-0015 Wildest Restaurant PALM DESERT ARCHITECTURAL REVIEW COMMISSION JULY 23, 2024 17/23/2024 AGENDA ITEM 8.A Project Request Project Applicant: Charissa Farley-Hay, Applicant, is requesting approval for an outdoor patio remodel for the “Wildest Restaurant” located at 72990 El Paseo, Suite #3, within the Palms to Pines West Shopping Center On May 28, 2024, the ARC considered the request to approve outdoor patio remodel for Wildest Restaurant; a 2,977 sf outdoor permanent dining patio, with: - a 20’ x 20’ pergola/trellis, - 8’ x 40’ storage container, - fireplace, heaters, lighting, pavers, a wall, and landscaping on the perimeter and interior of the patio. ARC approved with conditions (next slide). The City’s Planning Commission considered on June 18, 2024 and voted for the project to be returned to ARC to “refine the Container with a more elegant appearance” 27/23/2024 AGENDA ITEM 8.A ARC Conditions 1.Roll-up door shall be further studied and reviewed by staff regarding its maintainability or be replaced with swinging metal doors. 2. A pilaster with the same stone cladding on the building shall be added to the opening at the northeast corner of the patio. 3.Gravel placed in planters adjacent to the parking lot shall match existing parking lot gravel. 4.Shipping container shall be new or in like-new condition Conditions 2-4 have been incorporated as part of this project 37/23/2024 AGENDA ITEM 8.A Project Summary The Applicant has submitted a revised design for the Container. The revisions include: ◦ The Container will be finished with wood panels bolt mounted to the container. ◦The wood panels will have a “wood grain” pattern and “Peruvian Teak” color, emulating the desert color palette of the restaurant. ◦The Container doors will now be a 6’ x 6’-8” double door, rather than a roll up door. ◦New Secondary Sign Sign: ◦Non-illuminated, steel plaque sign on south elevation ◦13.68 square feet ◦5” from the top of the container 7/23/2024 AGENDA ITEM 8.A 4 Vicinity Map 5 -The Restaurant occupies the south end of a commercial building within the Center. - The Building has two other commercial tenants and shares parking with four surrounding multitenant commercial building. -The restaurant utilizes existing parking spaces for a temporary outdoor dining area and seeks approval for a permanent outdoor dining area. 7/23/2024 AGENDA ITEM 8.A 67/23/2024 AGENDA ITEM 8.A 77/23/2024 AGENDA ITEM 8.A 87/23/2024 AGENDA ITEM 8.A 97/23/2024 AGENDA ITEM 8.A 107/23/2024 AGENDA ITEM 8.A 117/23/2024 AGENDA ITEM 8.A 127/23/2024 AGENDA ITEM 8.A 137/23/2024 AGENDA ITEM 8.A 7/23/2024 AGENDA ITEM 8.A 14 7/23/2024 AGENDA ITEM 8.A 15 7/23/2024 AGENDA ITEM 8.A 16 7/23/2024 AGENDA ITEM 8.A 17 7/23/2024 AGENDA ITEM 8.A 18 Recommendation Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the revised Design Review with the following conditions: 1.A pilaster with the same stone cladding on the building shall be added to the opening at the northeast corner of the patio. 2.Gravel placed in planters adjacent to the parking lot shall match existing parking lot gravel. 3.Shipping container shall be new or like-new condition 197/23/2024 AGENDA ITEM 8.A 30 Page 1 of 5 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: July 23, 2024 PREPARED BY: Carlos Flores, AICP, Principal Planner REQUEST: CONSIDERATION TO APROVE AN AMENDMENT FOR A DESIGN REVIEW APPROVAL OF A 1,103 SQUARE FOOT GUESTHOUSE AT 72240 UPPER WAY WEST RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Amendment to the approved Design Review with the following conditions: 1) Street exposed windows should be recessed; 2) Staff shall develop conditions of approval that assure all exterior building finishes, paving, ground covers, and re-naturalized slopes are appropriate to the hillside area prior to the project proceeding to Planning Commission. BACKGROUND/ANALYSIS: Executive Summary: The proposal is a request by Michael Reilly (Applicant) for consideration of a Design Review to approve an amendment to the architecture for a guesthouse, located at 72240 Upper Way West. Case No.: Design Review 24-0005 Amendment No. 1 (Related: PP21-0005 for a Hillside Development Plan) Background: In 2021, the Applicant submitted a Precise Plan request (PP21-0005) to construct an 1,103-square-foot (sf) guesthouse on a property with an existing single-family home located at 72240 Upper Way West, within the Hillside Preservation Residential (HPR) zone. The Architectural Review Commission (ARC) approved the design review for this project on February 8, 2022, subject to the following conditions: 1) Explore other material options for stone veneer detail with consideration to angular cuts necessary for application of material, if stone veneer is not used a dark color should be used in this area to assist with breaking up façade; 2) Consider increasing the massing of areas which the stone veneer is applied; 3) Street exposed windows should be recessed; 4) Fascia should be a metal material, avoid use of wood; 5) Incorporate different materials/color for cool roof instead of proposed white to minimize contrast to surrounding natural environment; and 31 Architectural Review Commission City of Palm Desert PP24-0005 Amendment No. 1 Upper Way West Guesthouse Page 2 of 5 6) Staff shall develop conditions of approval that assure all exterior building finishes, paving, ground covers, and re-naturalized slopes are appropriate to the hillside area prior to the project proceeding to Planning Commission. Precise Plan 21-0005 was ultimately approved by the City Council on April 14, 2022, via Resolution 2022-28. In 2023, the Applicant prepared building construction plans and discovered that the location of the guesthouse was within an easement that doesn’t allow structures. Project Summary: The Applicant applied for a new Precise Plan (PP24-0005) to amend the approved Precise Plan PP21-0005, to move the 1,103-sf guesthouse to a new, allowable location on the property (Project). The Project would require Planning Commission and City Council approval. A. Property Description The property is a 5.06-acre lot composed of steep sloping areas and three graded pad areas (Property). One of these pads is developed with a 2,873 square foot, single-family residence and originally built in the 1960’s under the jurisdiction of the County of Riverside. There is no record of approval for the remaining graded pads. Much of the site is undevelopable due to the steep terrain. Access to the site is provided by a privately maintained paved access road that bifurcates the property. Properties to the north, south, and east are hillside areas developed with single-family residential dwellings. Properties further to the west are hillside conservation areas and the Stone Eagle Golf Club. B. Zoning, General Plan and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Single Family Residence Rural Neighborhood Hillside Planned Residential (HPR) North Single Family Residence Rural Neighborhood HPR South Single Family Residence Rural Neighborhood HPR East Vacant Rural Neighborhood HPR West Vacant Rural Neighborhood Open Space C. Project Description The Project is a Hillside Development Plan to construct a single -story, detached 1,103 sf guesthouse on the Property, revising a previously approved Precise Plan . The guesthouse will contain two bedrooms, two bathrooms, a living area, and a single car attached carport. Site Plan The Project’s Site Plan includes the 1,103-sf guesthouse in the rear of the property, set back 26 feet from the side property line and 113 feet from the rear property line (Sheet A100, Attachment 2). The Site Plan shows an area in the rear that does not allow structures per underlying property easements. There are no proposed modifications to the rest of t he 32 Architectural Review Commission City of Palm Desert PP24-0005 Amendment No. 1 Upper Way West Guesthouse Page 3 of 5 Property or originally approved project, including access, existing single-family residence, and parking. Architecture The architecture of the proposed guesthouse is desert contemporary and characterized by a butterfly-shaped roof and earth tone finishes, similar to the architecture approved in PP21 - 0005. The top of the roof will extend to a height of 16 feet, 7 inches and the central portion will sit at a height of 13 feet, 0 inches. As a response to the conditions placed on PP21-0005 by the ARC in 2022, the Applicant revised the originally proposed architecture as follows: - The guesthouse will not include a stone veneer element and will instead utilize smooth stucco finish throughout the building with a Gobi Desert paint finish. - The top of the flat roof color is Desert Tan and the fascia material is metal. Other applicable conditions provided by ARC in 2022 have been recommended by Staff to remain as conditions of approval for this project. Landscaping No revisions to the approved landscaping are proposed as part of this Project. The preliminary landscape plan approved as part of PP21 -0005 would remain effective for this Property. Zoning Ordinance Summary: Table 2 – Development Standards Summary STANDARD HPR ZONE PROJECT CONFORMS Height - 16’-7” N/A Front Setback - 182’-0” N/A Rear Setback - 579’-0” N/A Interior Side Setback - 26’ N/A Parking - 1 covered space Yes Lot Coverage 10% 1.8% Yes Findings ARC approval is required for all Precise Plan applications per PDMC Section 25.68.020 (A). Findings for ARC decisions are listed under PDMC Section 25.68.040 – Findings of the ARC. Findings in support of the project are listed below. To approve a design review application, the ARC shall find the following: A. That the proposed development conforms to any legally adopted development standards. A summary of the conformance to development standards, including building height, setbacks, and parking for the proposed guesthouse is provided on Table 2. As 33 Architectural Review Commission City of Palm Desert PP24-0005 Amendment No. 1 Upper Way West Guesthouse Page 4 of 5 summarized, the project conforms with all applicable development standards of the HPR zone. B. That the design and location of the proposed development and its relationship to neighboring existing or proposed developments and traffic is such that it will not impair the desirability of investment or occupation in the neighborhood; and that it will not unreasonably interfere with the use and enjoyment of neighboring existing or proposed developments and that it will not create traffic hazards or congestion. The proposed design is compatible in relationship with surrounding areas and existing developments. The surrounding land uses are primarily single -family residential or feature extensive hillside open space areas. The proposed grading is minimal in the context of the site as only 3.2% of the existing lot will be disturbed by grading. The grading proposed will improve an existing un improved pad by re-naturalizing previously disturbed areas. C. That the design and location of the proposed development is in keeping with the character of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan of the City. The design of the proposed building features well-articulated building forms and quality, desert-compatible materials, and colors. The footprint is minimal and preserves large hillside open space areas on the property. The single-story building design is in keeping with the character of surrounding neighborhoods and is not detrimental to the harmonious, orderly, and attractive development contemplated by this title and the General Plan. D. That the design and location of the proposed development would provide a desirable environment for its occupants, as well as for its neighbors, and that it is aesthetically of good composition, materials, textures, and colors. The project utilizes high-quality finishes and features a desert contemporary design characterized by earth tones and finishes to blend into the hillside area. The building is located high on the hillside providing a desirable environment for its occupants with minimal visibility from the nearest public street. E. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. The development conforms with legally adopted development standards set forth by the Hillside Planned Residential zoning district. A summary of the conformance of development standards, including setbacks, lot coverage, building height, and parking is provided on Table 2. Staff has determined that the project conforms wi th all applicable development standards and applicable requirements. 34 Architectural Review Commission City of Palm Desert PP24-0005 Amendment No. 1 Upper Way West Guesthouse Page 5 of 5 F. That the overall development of the land shall be designed to ensure the protection of public health, safety, and general welfare. The preliminary grading plan has been reviewed to ensure the design of the project incorporates the proper improvements including adequate grading features to prevent off-site drainage and erosion to properties on lower elevations. In addition, the overall building design ensures the protection of public health, safety, and general welfare. ATTACHMENTS: 1. ARC Minutes, February 8, 2022 2. Project Architecture Plans 3. Material Board 35 36 MINUTES ARCHITECTURAL REVIEW COMMISSION FEBRUARY 8, 2022 4 2. CASE NO: PP 21-0005 NATURE OF PROJECT/APPROVAL SOUGHT: Consideration of a recommendation to the Planning Commission for approval of a Precise Plan for a Hillside Development Plan to construct a 1,103-square-foot casita on a property located at 72240 Upper Way West. APPLICANT AND ADDRESS: Level 7 - Palm Desert, CA 92260 LOCATION: 72240 Upper Way West ZONE: HPR Commissioner Vuksic rejoined the meeting. Associate Planner, Nick Melloni, presented the item. Mr. Melloni noted this item was reviewed by the ARC for discussion only in April 2021. Staff is recommending approval based on the findings and subject to the ARC’s direction for staff to develop conditions of approval to ensure the re-naturalization and incorporation of grading practices that preserve a natural appearance to the hillside area prior to the project proceeding to Planning Commission. Mr. Melloni turned the presentation over to the applicant, Rodolfo Lizarde, and owner, Mike Reilly, who answered questions from the Commission and provided additional details on the proposed project. Discussion on the item ensued with Commissioners providing comments and concerns for the project. Principal Planner, Rosie Lua, invited comments from the public, to which there were none. Upon a motion by Vice Chair Lambell, seconded by Commissioner McAuliffe, and a 6-0 vote of the Architectural Review Commission, Case No. PP 21-0005, was approved subject to the following: 1) Explore other material options for stone veneer detail with consideration to angular cuts necessary for application of material, if stone veneer is not used a dark color should be used in this area to assist with breaking up façade; 2) Consider increasing the massing of areas which the stone veneer is applied; 3) Street exposed windows should be recessed; 4) Fascia should be a metal material, avoid use of wood; 5) Incorporate different materials/color for cool roof instead of proposed white to minimize contrast to surrounding natural environment; and 6) Staff shall develop conditions of approval that assure all exterior building finishes, paving, ground covers, and re-naturalized slopes are appropriate to the hillside area prior to the project proceeding to Planning Commission. (AYES: Lambell, Latkovic, McAuliffe, McIntosh, Vuksic and Van Vliet; NOES: None; ABSENT: None) B. MISCELLANEOUS ITEMS None VI. COMMENTS Principal Planner, Rosie Lua, provided an update for the Desert Surf project. At the meeting held January 27, 2022, the City Council approved the DSRT Surf project with no conditions and a Development Agreement. Currently, DSRT Surf is through their 37 38 P 1 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE CS-1 REVISIONS PLAN CHECK CORRECTIONS7/26/22 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 COVER SHEET GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S 1 1 1 1 KEYNOTE DETAIL A410 A200 1 A A500 A300 SECTION 9.03 A1 A1 A1 A1 OR WORK POINT, CONTROL POINT, DATUM POINT OR PROPERTY CORNER. MATCH LINE SHADED PORTION IS THE SIDE CONSIDERED ROOM NUMBER SHEAR PANEL20 100 1 REVISION CLOUD AND MARKER COLUMN / GRID LINE LETTERS HORIZONTAL OR VERTICAL NUMBERS OPPOSITE DIRECTION INTERIOR ELEVATION EXTERIOR ELEVATION DOOR MARKER WINDOW MARKER E100 A A.C.T. ACOUSTICAL CEILING TILE A.T. ACOUSTICAL TILE A/C AIR CONDITIONER AB ANCHOR BOLT AC ASPHALTIC CONCRETE ACOUST ACOUSTICAL ACP ASPHALTIC CONCRETE PAVING AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ACT ADAAG AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINES ADJ ADJUSTABLE/ADJACENT AFF ABOVE FINISH FLOOR AGGR AGGREGATE ALUM ALUMINUM APPROX APPROXIMATE ARCH. ARCHITECT ARCH'L ARCHITECTURAL ATC ACOUSTICAL TILE CEILING B.O. BOTTOM OF B.O.B. BOTTOM OF BEAM B.O.H. BOTTOM OF HEADER B.O.S. BOTTOM OF STEEL BCR BEGINNING CURB RETURN BD BOARD BFF BELOW FINISH FLOOR BI BUILT-IN BLDG BUILDING BLK BLOCK BLKG BLOCKING BM BEAM OR BENCHMARK BRZE BRONZE BSL BUILDING SETBACK LINE BTM BOTTOM BUR BUILT-UP ROOF C/C CENTER TO CENTER CA CALIFORNIA CAB CABINET CB CATCH BASIN (CIVIL) CB COLUMN BASE (STRUCTURAL & ARCHITECTURAL) CBC CALIFORNIA BUILDING CODE (UNIFORM BUILDING CODE WITH CALIFORNIA AMENDMENTS) CC COLUMN CAP CCR CALIFORNIA CODE OF REGULATIONS CD CEILING DIFFUSER CEC CALIFORNIA ENERGY COMMISSION CER CERAMIC CF CUBIC FOOT OR CUBIC FEET CFM CUBIC FEET PER MINUTE CFR CODE OF FEDERAL REGULATIONS CJ CONTROL JOINT CL CLOSET CLG CEILING CLKG CAULKING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN CONC CONCRETE CONN CONNECTOR OR CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET CRT MONITOR CT CERAMIC TILE CTV CABLE TELEVISION CU CUBIC CW COLD WATER D.O. DOOR OPENING DBL DOUBLE DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPOSAL DN DOWN DR DOOR DRYWL DRYWALL DSA DIVISION OF THE STATE ARCHITECT DW DISHWASHER DWG DRAWING (E)EXISTING EA EACH EF EXHAUST FAN EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC ELEC'L ELECTRICAL ELEV ELEVATOR EMERG EMERGENCY ENCL ENCLOSURE EP ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED EXT EXTERIOR FAU FORCED AIR UNIT FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FIN FINISH FIX FIXED FIXT FIXTURE FL FLOW LINE FLR FLOOR FLUOR FLUORESCENT FOB FACE OF BLOCK FOC FACE OF CONCRETE OR FACE OF CURB FOS FACE OF STUD FOSH FACE OF SHEATHING FRP FIBER REINFORCED PLASTIC FS FINISH SURFACE FT FOOT, FEET FTG FOOTING GA GAUGE GAL GALLON GALV GALVANIZED GD GARBAGE DISPOSAL GFCI GROUND-FAULT CIRCUIT-INTERRUPTER GFI GROUND-FAULT CIRCUIT-INTERRUPTER GLB GLUE LAMINATED BEAM GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GR GRADE GYP BD GYPSUM BOARD HB HOSE BIB HC HOLLOW CORE HD HOLD DOWN HDW HARDWARE HM HOLLOW METAL HMD HOLLOW METAL DOOR HMF HOLLOW METAL FRAME HMW HOLLOW METAL WINDOW HORIZ HORIZONTAL HT HEIGHT HTR HEATER HVAC HEATING, VENTILATION, & AIR CONDITIONING HW HOT WATER I.D. INSIDE DIAMETER ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ID IDENTIFICATION INCAND INCANDESCENT INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT JAN JANITOR JT JOINT KIT KITCHEN L.B. LAG BOLT LAM LAMINATE OR LAMINATED LAV LAVATORY LB POUND LT LIGHT LTG LIGHTING MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MFR MANUFACTURER MFR'S MANUFACTURER'S MGMT MANAGEMENT MGR MANAGER MH MANHOLE MICRO MICROWAVE OVEN MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MTR METER MUL MULLION (N)NEW NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTACT NOM NOMINAL NTS NOT TO SCALE O.D. OUTSIDE DIAMETER OC ON CENTER OF OVERFLOW OFC OFFICE OPNG OPENING OPP OPPOSITE P PLANTER OR PLANTING AREA PART PARTITION PB POST BASE PC POST CAP PCC PORTLAND CEMENT CONCRETE PE PAD ELEVATION PEJ PLASTER EXPANSION JOINT PH PHONE PLAM LAMINATED PLASTIC PLAS PLASTER PLYWD PLYWOOD POC POINT OF CONNECTION POLY POLYETHYLENE PSF POUNDS PER SQUARE FOOT OR FEET PSI POUND PER SQUARE INCH PT PORCELAIN TILE PTN PARTITION PUE PUBLIC UTILITY EASEMENT QT QUARRY TILE QTY QUANTITY R RADIUS RB RUBBER BASE RD ROOF DRAIN RD/OF ROOF DRAIN AND OVERFLOW REDWD REDWOOD REF REFERENCE REFR REFRIGERATOR REFRIG REFRIGERATOR REINF REINFORCEMENT REQ REQUIRED RFF REFERENCE FINISH FLOOR RM ROOM RO ROUGH OPENING RT RESILIENT TILE S STORAGE SC SOLID CORE SCE SOUTHERN CALIFORNIA EDISON SCH SCHEDULE SEC SECTION SEC'Y SECRETARY SF SQUARE FOOT OR FEET SFM STATE FIRE MARSHALL SHT SHEET SIM SIMILAR SPEC SPECIFICATION SPECS SPECIFICATIONS SQ SQUARE SQ FT SQUARE FOOT OR FEET SS STAINLESS STEEL STA STATION STD STANDARD STO STORAGE STOR STORAGE STR'L STRUCTURAL STRUCT STRUCTURE STRUCT'L STRUCTURAL SUSP SUSPENDED T TOILET ROOM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.F. TOP OF FRAMING T.O.P. TOP OF PARAPET T.O.R. TOP OF ROOF T.O.S. TOP OF STEEL T.O.W. TOP OF WALL T24 TITLE 24 CALIFORNIA CODE REQUIREMENTS TC TOP OF CURB OR CONCRETE TEL TELEPHONE TF TOP OF FOOTING TG TONGUE AND GROOVE THK THICK TNG TONGUE AND GROOVE TP TOP OF PAVEMENT TPD TOILET PAPER DISPENSER TR TOP OF ROOF TS TUBULAR STEEL TV TELEVISION TW TOP OF WALL TYP TYPICAL U/C UNDER COUNTER UBC UNIFORM BUILDING CODE UFC UNIFORM FIRE CODE UMC UNIFORM MECHANICAL CODE UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED UPC UNIFORM PLUMBING CODE UR URINAL V VINYL VCT VINYL COMPOSITION TILE W/ WITH A.C.T. ACOUSTICAL CEILING TILEA.T. ACOUSTICAL TILEA/C AIR CONDITIONERAB ANCHOR BOLTAC ASPHALTIC CONCRETEACOUST ACOUSTICALACP ASPHALTIC CONCRETE PAVINGAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADAAG AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINESADJ ADJUSTABLE/ADJACENTAFF ABOVE FINISH FLOORAGGR AGGREGATEALUM ALUMINUMAPPROXAPPROXIMATEARCH. ARCHITECTARCH'L ARCHITECTURALATC ACOUSTICAL TILE CEILINGB.O. BOTTOM OFB.O.B. BOTTOM OF BEAMB.O.H. BOTTOM OF HEADERB.O.S. BOTTOM OF STEELBCR BEGINNING CURB RETURNBD BOARDBFF BELOW FINISH FLOORBI BUILT-INBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAM OR BENCHMARKBRZE BRONZEBSL BUILDING SETBACK LINEBTM BOTTOMBUR BUILT-UP ROOFC/C CENTER TO CENTERCA CALIFORNIACAB CABINETCB CATCH BASIN (CIVIL)CB COLUMN BASE (STRUCTURAL & ARCHITECTURAL)CBC CALIFORNIA BUILDING CODE (UNIFORM BUILDING CODE WITH CALIFORNIA AMENDMENTS)CC COLUMN CAPCCR CALIFORNIA CODE OF REGULATIONSCD CEILING DIFFUSERCEC CALIFORNIA ENERGY COMMISSIONCER CERAMICCF CUBIC FOOT OR CUBIC FEETCFM CUBIC FEET PER MINUTECFR CODE OF FEDERAL REGULATIONSCJ CONTROL JOINTCL CLOSETCLG CEILINGCLKG CAULKINGCLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCOL COLUMNCONC CONCRETECONN CONNECTOR OR CONNECTIONCONSTR CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTORCORR CORRIDORCPT CARPETCRT MONITORCT CERAMIC TILECTV CABLE TELEVISIONCU CUBICCW COLD WATERD.O. DOOR OPENINGDBL DOUBLEDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIADIAMETERDIM DIMENSIONDISP DISPOSALDN DOWNDR DOORDRYWL DRYWALLDSA DIVISION OF THE STATE ARCHITECTDW DISHWASHERDWG DRAWING(E)EXISTINGEA EACHEF EXHAUST FANEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRICELEC'L ELECTRICALELEV ELEVATOREMERG EMERGENCYENCL ENCLOSUREEP ELECTRICAL PANELEQ EQUALEQUIP EQUIPMENTEWC ELECTRIC WATER COOLEREXISTEXISTINGEXP EXPOSEDEXT EXTERIORFAU FORCED AIR UNITFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFIN FINISHFIXFIXEDFIXTFIXTUREFL FLOW LINEFLR FLOORFLUOR FLUORESCENTFOB FACE OF BLOCKFOC FACE OF CONCRETE OR FACE OF CURBFOS FACE OF STUDFOSH FACE OF SHEATHINGFRP FIBER REINFORCED PLASTICFS FINISH SURFACEFT FOOT, FEETFTG FOOTINGGA GAUGEGAL GALLONGALV GALVANIZEDGD GARBAGE DISPOSALGFCI GROUND-FAULT CIRCUIT-INTERRUPTERGFI GROUND-FAULT CIRCUIT-INTERRUPTERGLB GLUE LAMINATED BEAMGPH GALLONS PER HOURGPM GALLONS PER MINUTEGR GRADEGYP BD GYPSUM BOARDHB HOSE BIBHC HOLLOW COREHD HOLD DOWNHDW HARDWAREHM HOLLOW METALHMD HOLLOW METAL DOORHMF HOLLOW METAL FRAMEHMW HOLLOW METAL WINDOWHORIZ HORIZONTALHT HEIGHTHTR HEATER HVAC HEATING, VENTILATION, & AIR CONDITIONING HW HOT WATER I.D. INSIDE DIAMETER ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ID IDENTIFICATION INCAND INCANDESCENT INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT JAN JANITOR JT JOINT KIT KITCHEN L.B. LAG BOLT LAM LAMINATE OR LAMINATED LAV LAVATORY LB POUND LT LIGHT LTG LIGHTING MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MFR MANUFACTURER MFR'S MANUFACTURER'S MGMT MANAGEMENT MGR MANAGER MH MANHOLE MICRO MICROWAVE OVEN MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MTR METER MUL MULLION (N)NEW NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTACT NOM NOMINAL NTS NOT TO SCALE O.D. OUTSIDE DIAMETER OC ON CENTER OF OVERFLOW OFC OFFICE OPNG OPENING OPP OPPOSITE P PLANTER OR PLANTING AREA PART PARTITION PB POST BASE PC POST CAP PCC PORTLAND CEMENT CONCRETE PE PAD ELEVATION PEJ PLASTER EXPANSION JOINT PH PHONE PLAM LAMINATED PLASTIC PLAS PLASTER PLYWD PLYWOOD POC POINT OF CONNECTION POLY POLYETHYLENE PSF POUNDS PER SQUARE FOOT OR FEET PSI POUND PER SQUARE INCH PT PORCELAIN TILE PTN PARTITION PUE PUBLIC UTILITY EASEMENT QT QUARRY TILE QTY QUANTITY R RADIUS RB RUBBER BASE RD ROOF DRAIN RD/OF ROOF DRAIN AND OVERFLOW REDWD REDWOOD REF REFERENCE REFR REFRIGERATOR REFRIG REFRIGERATOR REINF REINFORCEMENT REQ REQUIRED RFF REFERENCE FINISH FLOOR RM ROOM RO ROUGH OPENING RT RESILIENT TILE S STORAGE SC SOLID CORE SCE SOUTHERN CALIFORNIA EDISON SCH SCHEDULE SEC SECTION SEC'Y SECRETARY SF SQUARE FOOT OR FEET SFM STATE FIRE MARSHALL SHT SHEET SIM SIMILAR SPEC SPECIFICATION SPECS SPECIFICATIONS SQ SQUARE SQ FT SQUARE FOOT OR FEET SS STAINLESS STEEL STA STATION STD STANDARD STO STORAGE STOR STORAGE STR'L STRUCTURAL STRUCT STRUCTURE STRUCT'L STRUCTURAL SUSP SUSPENDED T TOILET ROOM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.F. TOP OF FRAMING T.O.P. TOP OF PARAPET T.O.R. TOP OF ROOF T.O.S. TOP OF STEEL T.O.W. TOP OF WALL T24 TITLE 24 CALIFORNIA CODE REQUIREMENTS TC TOP OF CURB OR CONCRETE TEL TELEPHONE TF TOP OF FOOTING TG TONGUE AND GROOVE THK THICK TNG TONGUE AND GROOVE TP TOP OF PAVEMENT TPD TOILET PAPER DISPENSER TR TOP OF ROOF TS TUBULAR STEEL TV TELEVISION TW TOP OF WALL TYP TYPICAL U/C UNDER COUNTER UBC UNIFORM BUILDING CODE UFC UNIFORM FIRE CODE UMC UNIFORM MECHANICAL CODE UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED UPC UNIFORM PLUMBING CODE UR URINAL V VINYL VCT VINYL COMPOSITION TILE W/ WITH W/O WITH OUT WC WATER CLOSET (TOILET) WD WOOD WH WATER HEATER WI WROUGHT IRON WP WEATHER PROOF XERIS XERISCAPING YD YARD A.C.T. ACOUSTICAL CEILING TILEA.T. ACOUSTICAL TILEA/C AIR CONDITIONERAB ANCHOR BOLTAC ASPHALTIC CONCRETEACOUST ACOUSTICALACP ASPHALTIC CONCRETE PAVINGAD AREA DRAINADA AMERICANS WITH DISABILITIES ACTADAAG AMERICANS WITH DISABILITIES ACT ACCESSIBILITY GUIDELINESADJ ADJUSTABLE/ADJACENTAFF ABOVE FINISH FLOORAGGR AGGREGATEALUM ALUMINUMAPPROXAPPROXIMATEARCH. ARCHITECTARCH'L ARCHITECTURALATC ACOUSTICAL TILE CEILINGB.O. BOTTOM OFB.O.B. BOTTOM OF BEAMB.O.H. BOTTOM OF HEADERB.O.S. BOTTOM OF STEELBCR BEGINNING CURB RETURNBD BOARDBFF BELOW FINISH FLOORBI BUILT-INBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBM BEAM OR BENCHMARKBRZE BRONZEBSL BUILDING SETBACK LINE BTM BOTTOM BUR BUILT-UP ROOF C/C CENTER TO CENTER CA CALIFORNIA CAB CABINET CB CATCH BASIN (CIVIL) CB COLUMN BASE (STRUCTURAL & ARCHITECTURAL) CBC CALIFORNIA BUILDING CODE (UNIFORM BUILDING CODE WITH CALIFORNIA AMENDMENTS) CC COLUMN CAP CCR CALIFORNIA CODE OF REGULATIONS CD CEILING DIFFUSER CEC CALIFORNIA ENERGY COMMISSION CER CERAMIC CF CUBIC FOOT OR CUBIC FEET CFM CUBIC FEET PER MINUTE CFR CODE OF FEDERAL REGULATIONS CJ CONTROL JOINT CL CLOSET CLG CEILING CLKG CAULKING CLR CLEAR CMU CONCRETE MASONRY UNIT CO CLEAN OUT COL COLUMN CONC CONCRETE CONN CONNECTOR OR CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET CRT MONITOR CT CERAMIC TILE CTV CABLE TELEVISION CU CUBIC CW COLD WATER D.O. DOOR OPENING DBL DOUBLE DEPT DEPARTMENT DET DETAIL DF DRINKING FOUNTAIN DIA DIAMETER DIM DIMENSION DISP DISPOSAL DN DOWN DR DOOR DRYWL DRYWALL DSA DIVISION OF THE STATE ARCHITECT DW DISHWASHER DWG DRAWING (E)EXISTING EA EACH EF EXHAUST FAN EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRIC ELEC'L ELECTRICAL ELEV ELEVATOR EMERG EMERGENCY ENCL ENCLOSURE EP ELECTRICAL PANEL EQ EQUAL EQUIP EQUIPMENT EWC ELECTRIC WATER COOLER EXIST EXISTING EXP EXPOSED EXT EXTERIOR FAU FORCED AIR UNIT FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH FLOOR FIN FINISH FIX FIXED FIXT FIXTURE FL FLOW LINE FLR FLOOR FLUOR FLUORESCENT FOB FACE OF BLOCK FOC FACE OF CONCRETE OR FACE OF CURB FOS FACE OF STUD FOSH FACE OF SHEATHING FRP FIBER REINFORCED PLASTIC FS FINISH SURFACE FT FOOT, FEET FTG FOOTING GA GAUGE GAL GALLON GALV GALVANIZED GD GARBAGE DISPOSAL GFCI GROUND-FAULT CIRCUIT-INTERRUPTER GFI GROUND-FAULT CIRCUIT-INTERRUPTER GLB GLUE LAMINATED BEAM GPH GALLONS PER HOUR GPM GALLONS PER MINUTE GR GRADE GYP BD GYPSUM BOARD HB HOSE BIB HC HOLLOW CORE HD HOLD DOWN HDW HARDWARE HM HOLLOW METAL HMD HOLLOW METAL DOOR HMF HOLLOW METAL FRAME HMW HOLLOW METAL WINDOW HORIZ HORIZONTAL HT HEIGHT HTR HEATER HVAC HEATING, VENTILATION, & AIR CONDITIONING HW HOT WATER I.D. INSIDE DIAMETER ICBO INTERNATIONAL CONFERENCE OF BUILDING OFFICIALS ID IDENTIFICATION INCAND INCANDESCENT INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT JAN JANITOR JT JOINT KIT KITCHEN L.B. LAG BOLT LAM LAMINATE OR LAMINATED LAV LAVATORY LB POUND LT LIGHT LTG LIGHTING MAX MAXIMUM MC MEDICINE CABINET MECH MECHANICAL MFR MANUFACTURER MFR'S MANUFACTURER'S MGMT MANAGEMENT MGR MANAGER MH MANHOLE MICRO MICROWAVE OVEN MIN MINIMUM MISC MISCELLANEOUS MO MASONRY OPENING MR MOISTURE RESISTANT MTD MOUNTED MTL METAL MTR METER MUL MULLION (N)NEW NEC NATIONAL ELECTRIC CODE NIC NOT IN CONTACT NOM NOMINAL NTS NOT TO SCALE O.D. OUTSIDE DIAMETER OC ON CENTER OF OVERFLOW OFC OFFICE OPNG OPENING OPP OPPOSITE P PLANTER OR PLANTING AREA PART PARTITION PB POST BASE PC POST CAP PCC PORTLAND CEMENT CONCRETE PE PAD ELEVATION PEJ PLASTER EXPANSION JOINT PH PHONE PLAM LAMINATED PLASTIC PLAS PLASTER PLYWD PLYWOOD POC POINT OF CONNECTION POLY POLYETHYLENE PSF POUNDS PER SQUARE FOOT OR FEET PSI POUND PER SQUARE INCH PT PORCELAIN TILE PTN PARTITION PUE PUBLIC UTILITY EASEMENT QT QUARRY TILE QTY QUANTITY R RADIUS RB RUBBER BASE RD ROOF DRAIN RD/OF ROOF DRAIN AND OVERFLOW REDWD REDWOOD REF REFERENCE REFR REFRIGERATOR REFRIG REFRIGERATOR REINF REINFORCEMENT REQ REQUIRED RFF REFERENCE FINISH FLOOR RM ROOM RO ROUGH OPENING RT RESILIENT TILE S STORAGE SC SOLID CORE SCE SOUTHERN CALIFORNIA EDISON SCH SCHEDULE SEC SECTION SEC'Y SECRETARY SF SQUARE FOOT OR FEET SFM STATE FIRE MARSHALL SHT SHEET SIM SIMILAR SPEC SPECIFICATION SPECS SPECIFICATIONS SQ SQUARE SQ FT SQUARE FOOT OR FEET SS STAINLESS STEEL STA STATION STD STANDARD STO STORAGE STOR STORAGE STR'L STRUCTURAL STRUCT STRUCTURE STRUCT'L STRUCTURAL SUSP SUSPENDED T TOILET ROOM T&B TOP AND BOTTOM T&G TONGUE AND GROOVE T.O. TOP OF T.O.C. TOP OF CONCRETE T.O.F. TOP OF FRAMING T.O.P. TOP OF PARAPET T.O.R. TOP OF ROOF T.O.S. TOP OF STEEL T.O.W. TOP OF WALL T24 TITLE 24 CALIFORNIA CODE REQUIREMENTS TC TOP OF CURB OR CONCRETE TEL TELEPHONE TF TOP OF FOOTING TG TONGUE AND GROOVE THK THICK TNG TONGUE AND GROOVE TP TOP OF PAVEMENT TPD TOILET PAPER DISPENSER TR TOP OF ROOF TS TUBULAR STEEL TV TELEVISION TW TOP OF WALL TYP TYPICAL U/C UNDER COUNTER UBC UNIFORM BUILDING CODE UFC UNIFORM FIRE CODE UMC UNIFORM MECHANICAL CODE UNF UNFINISHED UNO UNLESS NOTED OTHERWISE UON UNLESS OTHERWISE NOTED UPC UNIFORM PLUMBING CODE UR URINAL V VINYL VCT VINYL COMPOSITION TILE W/ WITH PROJECT LOCATION ABBREVIATIONS GRAPHIC SYMBOLS GENERAL NOTES VICINITY MAP PROJECT DIRECTORY PALM DESERT MUNICIPAL CODEA GUEST HOUSE FOR MICHAEL & TREA REILLY 72240 UPPER WAY WEST PALM DESERT, CALIFORNIA 92260 APN# 628-130-007 OWNER / APPLICANT: MICHAEL & TREA REILLY 72240 UPPER WAY WEST PALM DESERT, CA 92260 PHONE: (206) 200-2024 DESIGNER / BUILDER: LEVEL 7 DESIGN & BUILD 1103 CELADON STREET PALM SPRINGS, CA 92262 CONTACT: JENNIFER SERRAINO PHONE: (661) 607-6527 EMAIL: jserraino@sbcglobal.net DESIGN CONSULTANT: SPP DESIGN 29590 LANDAU BLVD. #1 CATHEDRAL CITY, CA 92234 CONTACT: STEVEN PORTER PHONE: (760) 808-9487 EMAIL: sppdesign@gmail.com STRUCTURAL ENGINEER AMG STRUCTURAL ENGINEERS 117 WEST 9TH ST. SUITE 625 LOS ANGELES, CA 90015 PHONE: (323) 447-8122 EMAIL: adam@amgstructuralengineers.com NOTIFY DIG ALERT, A FREE PUBLIC SERVICE PROVIDED BY UNDERGROUND SERVICE ALERT OF SOUTHERN CALIFORNIA @ 811 PRIOR TO ANY EXCAVATION. 1. IF ANY ERRORS, DISCREPANCIES OR OMISSIONS APPEAR IN THE DRAWINGS, SPECIFICATIONS, OR OTHER CONTRACT DOCUMENTS, THE GENERAL CONTRACTOR SHALL NOTIFY THE DESIGNER IN WRITING OF SUCH ERROR OR OMISSION. IN THE EVENT THAT THE GENERAL CONTRACTOR FAILS TO GIVE SUCH NOTICE BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, THE GENERAL CONTRACTOR WILL BE HELD RESPONSIBLE TO THE RESULT OF ANY ERRORS, DISCREPANCIES OR OMISSIONS AND THE COST OF RECTIFYING THE SAME. 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN FIELD, PRIOR TO STARTING WORK. CONTRACTOR SHALL NOTIFY OWNER AND DESIGN TEAM IN WRITING OF ANY DISCREPANCIES. 3. BUILDING DIMENSIONS SHOWN ARE TO FACE OF STUD, FACE OF SHEATHING, OR CENTERLINE OF COLUMNOR WALL UNLESS OTHERWISE NOTED. 4. CONSTRUCTION SHALL NOT VIOLATE ANY SECTION OF APPLICABLE CODE OR STATE OR LOCAL ORDINANCES. 5. BRACING AND TEMPORARY SUPPORTS SHALL BE PROVIDED AS REQUIREDTO HOLD THE WORK SECURELY IN PLACE AND TO SUSTAIN ALL CONSTRUCTION LOADS. 6. CONTRACTOR SHALL ERECT BARRIERS AS NECESSARY TO PROTECT THE PUBLIC FROM CONSTRUCTION ACTIVITIES DURING THE CONSTRUCTION PERIOD. 7. THE GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR COORDINATION AMONG HIS VARIOUS SUBCONTRACTORS. 8. CONTRACTOR SHALL VERIFY DIMENSIONS OF ALL EQUIPMENT WITH THE MANUFACTURERS. 9. INFREQUENT SITE VISITS BY THE DESIGNER IN NO WAY ALLEVIATES THE CONTRACTOR'S RESPONSIBILITY IN REGARDS TO CODE COMPLIANCE, SAFETY OR THOROUGHNESS. 10. THE OWNER AGREES TO HOLD HARMLESS, INDEMNIFY, AND DEFEND THE DESIGNER, HIS EMPLOYEES, AND ENGINEERSAGAINST ANY AND ALL LIABILITY, CLAIM DAMAGES AND COSTS OF DEFENSE ARISING OUT OF THE ERRORS OR OMISSIONS, OR NEGLIGENT ACTS CAUSED BY THE MODIFICATIONS TO THE PLANSAND SPECIFICATIONS. CS-1 COVER SHEET MM-1 MANDATORY MEASURES CHECKLIST T24-1 TITLE 24 ANALYSIS T24-2 TITLE 24 ANALYSIS 1 OF 3 PRECISE GRADING PLAN 2 OF 3 PRECISE GRADING PLAN 3 OF 3 PRECISE GRADING PLAN S0.1 GENERAL NOTES S0.2 GENERAL NOTES S1.0 TYPICAL DETAILS S1.1 TYPICAL DETAILS S1.2 TYPICAL DETAILS S1.3 TYPICAL DETAILS S2.0 FOUNDATION PLAN S2.1 ROOF FRAMING PLAN S3.0 ELEVATION @ LINE D S5.0 TYPICAL DETAILS A-100 SITE PLAN A-110 FLOOR PLAN A-120 ROOF PLAN A-130 EXTERIOR ELEVATIONS A-140 BUILDING SECTIONS A-150 DOOR & WINDOW SCHEDULES E-100 ELECTRICAL PLAN IR-1 IRRIGATION PLAN IR-2 IRRIGATION DETAILS P-1 PLANTING PLAN P-2 PLANTING DETAILS SHEET INDEX AREA TABULATIONS TOTAL LOT AREA = 220,553 SF (100%) EXISTING RESIDENCE & GARAGE = 2,873 SF (1.30%) EXISTING PAVEMENT = 2,067 SF (0.94%) PROPOSED GUEST HOUSE = 1,103 SF (0.50%) PROPOSED PAVEMENT = 2,550 SF (1.16%) PROPOSED TOTAL COVERAGE = 8,602 SF (3.90%) BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF (.50% PRIVATE) PROJECT BUILDING CODE DATA DEFERRED APPROVALS SEPERATE PERMIT REQUIRED FOR THE FOLLOWING ITEMS: 1. RESIDENTIAL FIRE SPRINKLERS SYSTEM 2. ROOFTOP SOLAR PANELS FEMA FLOOD DESIGNATION FLOOD ZONE: X PANEL: 060629C2209G REV. DATE: AUG. 28, 2008 ZONE DEFINITION: DETERMINED TO BE OUTSIDE 0.2% ANNUAL CHANCE OF FLOODING. A. Approved temporary sanitary facilities (i.e. chemical toilets shall be on the construction site prior to request for first inspection). (Health and Safety Code, Section 5416) B. Contractor and/or owner shall provide a trash bin to insure proper clean-up of all building materials. (Ordinance No. 262 of the Palm Desert Municipal Code) C. Storage of building materials or debris shall be confined to the lot for which the permit is issued. Adjacent vacant properties may not be utilized for this purpose unless written permission of the owner is on file with this office. The public right-of-wary shall be maintained in a clear condition at all times. (Palm Desert Municipal Code, Chapter 8.02) D. Address numerals shall comply with Palm Desert Ordinance No. 1351. You may request a copy of the Ordinance at the Building Department. E. CONSTRUCTION HOURS: OCTOBER 1 THRU APRIL 30 Monday-Friday 7:00 a.m. – 5:30 p.m. Saturday 8:00 a.m. – 5:00 p.m. Sunday NOT ALLOWED Government Holidays NOT ALLOWED MAY 1 THRU SEPTEMBER 30 Monday – Friday 5:30 a.m. – 7:00 p.m. Saturday 8:00 a.m. – 5:00 p.m. Sunday NOT ALLOWED Government Holidays NOT ALLOWED Violation of the above work hours is a citable offense under Palm Desert Municipal Code Section 9.24.070. F. School Tax Fees must be paid prior to the issuance of the building permit. G. The Traffic Uniform Mitigation Fees (TUMF) must be paid at the time of issuing the building permit. H. Block walls, trash enclosures, temporary power poles, pools, spas, site lighting, signage, awnings, etc. require separate permits. I. General contractors and/or owner-builders shall submit a completed Sub-Contractor’s list to the Building & Safety Department prior to requesting a final inspection per Palm Desert Ordinance No. 60. Absolutely no Sub-contractor’s lists will be accepted unless all required information is provided on the appropriate City of Palm Desert form. TYPE OF CONSTRUCTION: V-B OCCUPANCY GROUP: R-3/U NUMBER OF STORIES: 1 FIRE PROTECTION: FULLY FIRE SPRINKLERED BUILDING CODE: ALL CONSTRUCTION SHALL COMPLY WITH: 2019 CALIFORNIA RESIDENTIAL CODE 2019 CALIFORNIA BUILDING CODE 2019 CALIFORNIA MECHANICAL CODE 2019 CALIFORNIA PLUMBING CODE 2019 CALIFORNIA ELECTRICAL CODE 2019 CALIFORNIA ENERGY CODE 2019 CALIFORNIA GREEN BUILDING CODE 2019 CALIFORNIA FIRE CODE CITY OF PALM DESERT MUNICIPAL CODE N 39 P 1 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE MM-1 REVISIONS PLAN CHECK CORRECTIONS7/26/22 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 MANDATORY MEASURES CHECKLIST GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S 1 Page 1 of 7 Chapter 3 – Additions and Alterations 301.1.1 • Applies to additions and alterations of residential buildings where the addition or alteration increases the building’s conditioned area, volume, or size. • Requirements only apply within the specific area of the addition or alteration. • Applies to additions and alterations of residential buildings where the addition or alteration increases the building’s conditioned area, volume, or size. • After January 1, 2014, all residential buildings undergoing permitted alterations, additions, or improvements shall replace non-compliant plumbing fixtures with water -conserving plumbing fixtures (Civil Code §1101.1). Section Scope Requirement Sheet # Comment Division 4.1 – Planning and Design (Site Development) 4.106.2 Storm W ater Drainage/ Retention (During Construction) Projects which disturb less than one acre of soil and are not part of a larger common plan of developm ent which in total dist urbs one acre or more, shall manage storm water drainage during const ruction. 4.106.3 Grading & Pav ing Site shall be planned and developed to keep surf ace water from entering buildings. Exceptions: Additions and alterations which do not alter the existing drainage path. Division 4.1 – Planning and Design (Electric Vehicle Charging Requirements) 4.106.4 New Construction • Comply with Section 4.106.4.1, 4.106.4.2, or 4.106.4.3 for future installation and use of EV chargers • Electric vehicle supply equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625. Exceptions on a case by case basis as determined by the AHJ: 1. Where there is no commercial power supply. 2. Verification that meeting requirements will alter the local utility infrastructure design requirements on the utility side of the meter increasing the cost to the homeowner/developer by more than $400 per dwelling unit. 3. ADU 4.106.4.1 & 4.106.4.1.1 1 & 2 - Family Dwellings and Townhouses with Attached private garages. • Install a listed raceway to accommodate a dedicated 208/240- volt branch circuit for each dwelling unit. • Raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). • Raceway shall originate at the main service or subpanel and terminate into a listed cabinet, box, or other enclosure in close proximity to the proposed location of an EV charger. • Raceways are required to be continuous at enclosed, inaccessible or concealed areas and spaces. • Service panel and/or subpanel shall provide capacity to install a 40A minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. Service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging as “EV CAPABLE.” The raceway termination location shall be permanently and visibly marked as “EV CAPABLE.” CITY OF PALM DESERT Building & Safety Department 73-510 Fred Waring, Palm Desert, CA (760) 776-6420 RESIDENTIAL MANDATORY MEASURES CHECKLIST 2019 Sheet=Sheet No or N/A Applies to ALL newly constructed residential buildings: low-rise, high-rise, and hotels/motels Comment=Note# or Detail# Page 2 of 7 Section Scope Requirement Sheet # Comment Division 4.1 – Planning and Design (Electric Vehicle Charging Requirements – Cont’d) 4.106.4.2 EV Charging Multi-Family Dwellings If residential parking is available, ten (10) percent of the total number of parking spaces on a building site, provided for all types of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future EVSE Calculations for the required number of EV spaces shall be rounded up to the nearest whole number. Note: Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future EV charging. There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use. 4.106.4.2.1 EV Charging Space (Locations) • Construction documents shall indicate the location of proposed EV spaces. At least 1 EV space shall be located in common use areas and available for use by all residents. • When EV chargers are installed, EV spaces required by Section 4.106.4.2.2, Item 3, shall comply with at least 1 of the following options: 1. The EV space shall be located adjacent to an accessible parking space meeting the requirements of California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space. 2. The EV space shall be located on an accessible route to the building, as defined in the California Building Code, Chapter 2. 4.106.4.2.2 EV Charging Space (Dimensions) • EV spaces shall be designed to comply with the following: 1. The minimum length of each EV space shall be 18 feet. 2. The minimum width of each EV space shall be 9 feet. 3. One in every 25 EV spaces, but not less than 1, shall also have an 8- foot wide minimum aisle. A 5-foot minimum aisle shal l be permitted provided the minimum width of the EV space is 12 feet. a) Surface slope for this EV space and aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083% slope) in any direction. 4.106.4.2.3 Single EV Space (Required) • Install listed raceway capable of accommodating a 208/240-volt dedicated branch circuit. 1. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). 2. The raceway shall originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close proximity to the proposed location of the EV space. 3. Construction documents shall identify the raceway termination point. 4. The service panel and/or subpanel shall provide capacity to install a 40A minimum branch circuit and space(s) reserved to permit installation of a branch circuit overcurrent protective device. 4.106.4.2.4 Multiple EV Spaces Req’d • Construction documents shall indicate raceway termination point and proposed location of future EV spaces and EV chargers. Construction documents shall also provide information on amperage of future EVSE, raceway method(s), wiring schematics (SLD) and load calculations to verify electrical panel service capacity and electrical system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all EVs at all required EV spaces at full rated amperage of ESVE. • Plan design shall be based upon a 40A minimum branch circuit. Raceways and related components planned to be installed underground, enclosed, inaccessible or in concealed areas and spaces shall be installed at the time of original construction Page 3 of 7 Section Scope Requirement Sheet # Comment 4.106.4.2.5 Identification The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code. Notes: 1. The California Department of Transportation adopts and publishes the “California Manual on Uniform Traffic Control Devices (California MUTCD)” to provide uniform standards and specifications for all official traffic control devices in California. Zero Emission Vehicle Signs and Pavement Markings can be found in the New Policies & Directives Number 12-01. Website: http://www.dot.ca.gov/hq/traffops/policy/13-01.pdf 2. See Vehicle Code Secti on 22511 for EV charging space signage in off-parking facilities and for use of EV charging spaces. 3. The Governor’s Office of Planning and Research (OPR) published a “Zero Emission Vehicle Community Readiness Guidebook” which provides helpful information for local governments, residents and businesses. Website: http://opr.ca.gov/docs/ZEV_Guidebook.pdf Division 4.2 – Energy Efficiency 4.201.1 & 5.201.1 Scope • Energy efficiency requirements for low-rise residential (Section 4.201.1) and high-rise residential/hotels/motels (Section 5.201.1) are now in both residential and nonresidential chapters of CALGreen. • Standards for residential buildings do not require compliance with levels of minimum energy efficiency beyond those required by the 2016 California Energy Code. Division 4.3 – Water Efficiency and Conservation (Indoor Use) 4.303.1 Water Conserving Plumbing Fixtures/Fittings Plumbing fixtures and fittings shall comply with the following: 4.303.1.1 - Water Closets: ≤ 1.28 gal/flush 4.303.1.2 Wall Mounted Urinals: ≤ 0.125 gal/flush; all other urinals ≤ 0.5 gal/flush 4.303.1.3.1 - Single Showerheads: ≤ 2.0 gpm @ 80 psi 4.303.1.3.2 Multiple Showerheads: combined flow rate of all showerheads controlled by a single valve shall not exceed 2.0 gpm @ 80 psi, or only one shower outlet is to be in operation at a time 4.303.1.4.1 Residential Lavatory Faucets: Maximum Flow Rate ≤ 1.2 gpm @ 60 psi; Minimum Flow Rate ≥ 0.8 gpm @ 20 psi 4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas of Residential Buildings: ≤ 0.5 gpm @ 60 psi 4.303.1.4.3 - Metering Faucets: ≤ 0.25 gallons per cycle 4.303.1.4.4 Kitchen Faucets: ≤ 1.8 gpm @ 60 psi; temporary increase to 2.2 gpm allowed but shall default to 1.8 gpm 4.303.1 Standards for Plumbing Fixtures/Fittings Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet applicable standards referenced in Table 1701.1 of the California Plumbing Code Division 4.3 – Water Efficiency and Conservation (Outdoor Use) 4.304.1 Outdoor Potable water Use in Landscaped Areas After December 1, 2015, new residential developments with an aggregate landscape area equal to or greater than 500 square feet shall comply with one of the following: 1. A local water efficient landscape ordinance or the current California Department of Water Resources’ Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent, or 2. Projects with aggregate landscape areas less than 2500 square feet may comply with the MWELO’s Appendix D Prescriptive Compliance Option. Page 4 of 7 Section Scope Requirements Sheet # Comment Division 4.4 – Material Conservation & Resource Efficiency 4.406.1 Rodent Proofing Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls shall be closed with cement mortar, concrete masonry or a similar method acceptable to the enforcing agency to prevent passage of rodents. 4.408.1 Construction Waste Reduction • Recycle and/or salvage for reuse a minimum of 65% of the nonhazardous construction and demolition waste in accordance with either Section 4.408.2, 4.408.3 or 4.408.4; OR meet a more stringent local construction and demolition waste management ordinance. • Documentation is required per Section 4.408.5. Exceptions: 1. Excavated soil and land-clearing debris. 2. Alternative waste reduction methods developed by working with local enforcing agencies if diversion or recycle facilities capable of compliance with this item do not exist or are not located reasonably close to the jobsite. 3. The enforcing agency may make exceptions to the requirements of this section when isolated jobsites are located in areas beyond the haul boundaries of the diversion facility. 4.408.2 Construction W as te Management Plan Submit a construction waste management plan meeting Items 1 through 5 in Section 4.408.2. Plans shall be updated as necessary and shall be available for examination during construction. 4.408.3 W aste Managem ent Com pany Utilize a waste m anagemen t c ompany, approved by the enf orcing agency, which can provide ver ifiab le docum entation that the perc entage of cons truction and demolition waste material diverted from the landfill complies with Sec tion 4.408.1. 4.408.4 & 4.408.4.1 W aste stream Reduction Alternative • Low-rise residential projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 3.4 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1. • Projects that generate a total combined weight of construction and demolition waste disposed in landfills, which do not exceed 2 pounds per square foot of the building area, shall meet the minimum 65% construction waste reduction requirement in Section 4.408.1. 4.408.5 Docum entation Docum entation shall be provided to the enforcing agency which demonstrates compliance with Section 4.408.2, Items 1 through 5, Section 4.408.3 or Section 4.408.4. Division 4.4 – Building Maintenance & Operation 4.410.1 Operations & Maintenance Manual At the time of final inspection, a manual, compact disc, web-based reference or other media acceptable to the enforcing agency which covers 10 specific subject areas shall be placed in the building. 4.410.2 Recycling by Occupants Where 5 or more multifamily dwelling units are constructed on a building site, provide readily accessible area(s) that serves all buildings on the site and is identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section 42649.82 (a)(2)(A) et. seq. are not required to comply with the organic waste portion of this section. Page 5 of 7 Section Scope Requirements Sheet # Comment Division 4.5 – Environmental Quality (Fireplaces) 4.503.1 General Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves, pellet stoves and fireplaces shall also comply with all applicable local ordinances. Division 4.5 – Environmental Quality (Pollutant Control) 4.504.1 Protection During Construction At the time of rough installation, during storage on the construction site and until final startup of the heating, cooling and ventilating equipment, all duct and other related air intake and distribution component openings shall be covered. Tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of water, dust and debris entering the system may be used. 4.504.2.1 Adhesives, Sealant s and Caulks Adhesives, sealants and caulks used on the project shall meet the requirem ents of the following st andards unless more stringent local or regional air pollution or air quality managem ent district rules appl y: 1. Adhesives, adhesives bonding prim ers, adhesive primers, sealants, sealant prim ers, and caulks shall comply with local or reg ional air pollution control or air quality managem ent dist rict rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown i n Tables 4.504.1 or 4.504.2 as applicable. Such products shall also comply with Rule 1168 prohibition on the use of certain toxic components (chloroform , ethylene, dichloride, m ethylene chloride, per chloroethylene, and trichloroethylene), except for aero sol products as specified in subsection 2 below. 2. Aerosol adhesives , and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh m or e than one pound and do not consist of more than 16 fluid ounces) shall com ply statewide VOC standards and other requirem ents, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, comm en cing with Section 94507. 4.504.2.2 Paints and Coatings Architectural paints and coatings shall comply with VOC lim its in Table 1 of the ARB Architectural Suggested Control Measures as shown in Table 4.504.3 unless the more stringent local limits apply. The VOC content limit for coatings that do not m eet the definitions for the spec ialty coatings categories listed in Table 4.504.3 shall be determined by classifying the coating as Fl at, Nonflat , or Nonflat-High Gloss coating, based on its gloss as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources Board, Suggested Control Measure, and the corresponding Fl at, Nonflat, or Nonflat-High Gloss VOC limit in 4.504.3 shall com ply. 4.504.2.3 Aerosol Paints and Coatings Aerosol paints and coatings shall meet the Product-Weighted MIR Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Section 94522(e)(1) and (f)(1) of the CCR, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District shall additionally comply with the percent VOC by weight of product limits of Regulation 8, Rule 49. 4.504.3 Carpet Systems Carpet installed in the building interior shall meet the testing and product requirements of 1 of the following: 1. Carpet and Rug Institute’s Green Label Plus Program 2. California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,” Version 1.1, February 2010 (also known as Specification 01350) 3. NSF/ANSI 140 at the Gold level 4. Scientific Certifications Systems Indoor Advantage™ Gold. Division 4.5 – Environmental Quality (Pollutant Control) 4.504.3.1 Carpet Cushion All c arpet cushion installed in the building interior shall meet the requirements of the Carpet an d Rug Institute Green Label Progr am . Page 6 of 7 Section Scope Requirements Sheet # Comment Division 4.5 – Environmental Quality (Pollutant Control) – Cont’d 4.504.3.2 Carpet Adhesive All carpet adhesives shall m eet the requirem ent s of Table 4.504.1. 4.504.4 Resilient Flooring Systems Where resilient flooring is installed, at least 80% of floor area receiving resilient flooring shall comply with one or more of the following: 1. Products compliant with the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,” Version 1.1, February 2010 (also known as Specification 01350), certified as a CHPS Low-Emitting Material in the Collaborative for High Performance Schools (CHPS) High Performance Products Database. 2. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children & Schools Program) 3. Certification under the Resilient Floor Covering Institute (RFCI) FloorScore program 4. Meet the California Department of Public Health, “Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sourc es Using Environmental Chambers,” Version 1.1, February 2010 (also known as Specification 01350) 4.504.5 Composite W ood Products • Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building shall meet the requirements for formaldehyde as specified in the Air Resources Board’s Air Toxics Control Measure for Composite Wood (17 CCR 93120 et. seq.), as shown in Table 4.504.5. Documentation is required per Section 4.504.5.1. • Definition of Composite Wood Products: Composite wood products include hardwood plywood, particleboard, and medium density fiberboard. “Composite wood products” do not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated wood I- joists, or finger-joined lumber, all as specified in CCR, Title 17, Section 93120.1(a). 4.504.5.1 Documentation Verification of compliance shall be provided as requested by the enforcing agency, and as required in Section 4.504.5.1. Division 4.5 – Environmental Quality (Interior Moisture Control) 4.505.2 Concrete Slab Foundations Concrete slab foundations or concrete slab-on-ground floors required to have a vapor retarder by the California Building Code, Chapter 19, or the California Residential Code, Chapter 5, respectively, shall also comply with this section. 4.505.2.1 Capillar y Break A capillary break shall be installed in compliance with at least 1 of the following: 1. A 4-inch thick base of 1/2-inch or larger clean aggregate shall be provided with a vapor retarder in direct contact with concreate and a concrete mix design which will address bleeding, shrinkage and curling shall be used. For additional information, see American Concrete Institute, ACI 302.2R-06. 2. Other equivalent methods approved by the enforcing agency. 3. A slab design specified by a licensed design professional. 4.505.3 Moisture Content of Building Mater ials Building materials with visible signs of water damage shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19% moisture content. Moisture content shall be verified in compliance with the following: 1. Moisture content shall be determined with either a probe-type or a contact-type moisture meter. Equivalent moisture verification methods may be approved by the enforcing agency and shall satisfy requirements in Section 101.8. 2. Moisture readings shall be taken at a point 2 feet to 4 feet from the grade-stamped end of each piece to be verifi ed. 3. At least 3 random moisture readings shall be performed on wall and floor framing with documentation acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing. Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to enclosure in wall or floor cavities. Manufacturers’ drying recommendations shall be followed for wet-applied insulation products prior to enclosure. Page 7 of 7 Section Scope Requirements Sheet # Comment Division 4.5 – Environmental Quality (Indoor Air Quality & Exhaust) 4.506.1 Bathroom Exhaust Fans Each bathroom shall be mechanically ventilated and shall comply with the following: 1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building. 2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a humidity control. a) Humidity controls shall be capable of manual or automatic adjustment between a relative humidity range of less than 50% to a maximum of 80%. b) A humidity control may be a separate component to the exhaust fan and is not required to be integral or built-in. Note: For CALGreen a “bathroom” is a room which contains a bathtub, shower, or tub/shower combination. Fans or mechanical ventilation is required in each bathroom. Division 4.5 – Environmental Quality (Environmental Comfort) 4.507.2 Heating and Air Conditioning System Design Heating and air conditioning systems shall be sized, designed, and equipment selected using the following methods: 1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J – 2011 (Residential Load Calculation), ASHRAE handbooks or other equivalent design software or methods. 2. Duct systems are sized according to ANSI/ACCA 1 Manual D – 2014 (Residential Duct Systems), ASHRAE handbooks or other equivalent design software or methods. 3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S – 2014 (Residential Equipment Selection) or other equivalent design software or methods. Exception: Use of alternate design temperatures necessary to ensure the systems functions are acceptable. Chapter 7 – Installer & Special Inspector Qualifications 702.1 Installer Training HVAC system installers shall be trained and cer tifi ed. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship program s. 2. Public utility training progr ams. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Progr ams sponsored by manufacturing or ganizations. 5. Other progr ams acceptable to the enforcing agency. 702.2 Special Inspection Special inspectors must be qualified and able to demonstrate competence to the enforcing agency in the discipline in which they are inspecting. 703.1 Documentation Documentation of compliance shall include, but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the local enforcing agency. Other specific documentation or special inspections necessary to verify compliance are specified in appropriate sections of CALGreen. 40 P 1 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE T24-1 REVISIONS PLAN CHECK CORRECTIONS7/26/22 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 TITLE 24 ANALYSIS GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S 1 CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 1 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 GENERAL INFORMATION 01 Project Name 22-903 72240 Upper Way ADU 02 Run Title Title 24 Analysis 03 Project Location 72240 Upper Way West 04 City Palm Desert 05 Standards Version 2019 06 Zip code 92260 07 Software Version EnergyPro 8.3 08 Climate Zone 15 09 Front Orientation (deg/ Cardinal)60 10 Building Type Single family 11 Number of Dwelling Units 1 12 Project Scope NewConstruction 13 Number of Bedrooms 2 14 Addition Cond. Floor Area (ft 2)0 15 Number of Stories 1 16 Existing Cond. Floor Area (ft 2)n/a 17 Fenestration Average U-factor 0.29 18 Total Cond. Floor Area (ft 2)1236 19 Glazing Percentage (%)63.64% 20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a 22 Is Natural Gas Available?Yes COMPLIANCE RESULTS 01 Building Complies with Computer Performance 02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider. 03 This building incorporates one or more Special Features shown below 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 2 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 ENERGY DESIGN RATING Energy Design Ratings Compliance Margins Efficiency¹ (EDR)Total² (EDR)Efficiency¹ (EDR)Total² (EDR) Standard Design 50.7 23.7 Proposed Design 50.5 23.3 0.2 0.4 RESULT:3:COMPLIES 1: Efficiency EDR includes improvements to the building envelope and more efficient equipment 2: Total EDR includes efficiency and demand response measures such as photovoltaic (PV) systems and batteries 3: Building complies when efficiency and total compliance margins are greater than or equal to zero •Standard Design PV Capacity: 3.85 kWdc •PV System resized to 3.85 kWdc (a factor of 3.851) to achieve 'Standard Design PV' PV scaling ENERGY USE SUMMARY Energy Use (kTDV/ft 2-yr)Standard Design Proposed Design Compliance Margin Percent Improvement Space Heating 1.95 3.42 -1.47 -75.4 Space Cooling 120.46 121.45 -0.99 -0.8 IAQ Ventilation 3.87 1.52 2.35 60.7 Water Heating 13.5 12.33 1.17 8.7 Self Utilization/Flexibility Credit n/a 0 0 n/a Compliance Energy Total 139.78 138.72 1.06 0.8 REQUIRED PV SYSTEMS - SIMPLIFIED 01 02 03 04 05 06 07 08 09 10 11 12 DC System Size (kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth (deg) Tilt Input Array Angle (deg) Tilt: (x in 12) Inverter Eff. (%) Annual Solar Access (%) 3.85 NA Standard Fixed none true 150-270 n/a n/a <=7:12 96 98 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 3 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 REQUIRED SPECIAL FEATURES The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis. •IAQ Ventilation System: as low as 0.137931 W/CFM •Window overhangs and/or fins •Non-standard duct location (any location other than attic) HERS FEATURE SUMMARY The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry Building-level Verifications: •Quality insulation installation (QII) •Indoor air quality ventilation •Kitchen range hood Cooling System Verifications: •Minimum Airflow •Verified EER •Verified SEER •Verified Refrigerant Charge •Fan Efficacy Watts/CFM Heating System Verifications: •Verified HSPF •Verified heat pump rated heating capacity HVAC Distribution System Verifications: •Duct leakage testing •Ducts located entirely in conditioned space confirmed by duct leakage testing Domestic Hot Water System Verifications: •-- None -- BUILDING - FEATURES INFORMATION 01 02 03 04 05 06 07 Project Name Conditioned Floor Area (ft 2)Number of Dwelling Units Number of Bedrooms Number of Zones Number of Ventilation Cooling Systems Number of Water Heating Systems 22-903 72240 Upper Way ADU 1236 1 2 1 0 1 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 4 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 ZONE INFORMATION 01 02 03 04 05 06 07 Zone Name Zone Type HVAC System Name Zone Floor Area (ft 2)Avg. Ceiling Height Water Heating System 1 Water Heating System 2 1st Floor Zone Conditioned Split System1 1236 10 DHW Sys 1 N/A OPAQUE SURFACES 01 02 03 04 05 06 07 08 Name Zone Construction Azimuth Orientation Gross Area (ft 2)Window and Door Area (ft2) Tilt (deg) Exterior Wall N 1st Floor Zone R-21 Wall 60 Front 406 97.9784 90 Exterior Wall E 1st Floor Zone R-21 Wall 150 Left 322 254.086 90 Exterior Wall NE 1st Floor Zone R-21 Wall 90 n/a 220 123.998 90 Exterior Wall SE 1st Floor Zone R-21 Wall 180 n/a 158 61.0186 90 Exterior Wall S 1st Floor Zone R-21 Wall 240 Back 535 96.99 90 Exterior Wall W 1st Floor Zone R-21 Wall 330 Right 564 152.485 90 OPAQUE SURFACES - CATHEDRAL CEILINGS 01 02 03 04 05 06 07 08 09 10 11 Name Zone Construction Azimuth Orientation Area (ft 2) Skylight Area (ft2) Roof Rise (x in 12) Roof Reflectance Roof Emittance Cool Roof Roof 1st Floor Zone R-38 Roof Cathedral 150 Left 1236 0 2.5 0.1 0.85 No FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Sourc e Exterior Shading Window Window Exterior Wall N Front 60 2.33 13.5 1 31.99 0.29 NFRC 0.22 NFRC Bug Screen Window 2 Window Exterior Wall N Front 60 7.5 2.25 1 16.99 0.29 NFRC 0.22 NFRC Bug Screen 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 5 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Sourc e Exterior Shading Window 3 Window Exterior Wall N Front 60 7.5 2.5 1 18.99 0.29 NFRC 0.22 NFRC Bug Screen Window 4 Window Exterior Wall N Front 60 6.2 2.25 1 14.01 0.29 NFRC 0.22 NFRC Bug Screen Window 5 Window Exterior Wall N Front 60 6.2 2.5 1 16 0.29 NFRC 0.22 NFRC Bug Screen Window 6 Window Exterior Wall E Left 150 2.2 13.5 0 28.01 0.29 NFRC 0.22 NFRC Bug Screen Window 7 Window Exterior Wall E Left 150 13.5 8 1 110.0 5 0.29 NFRC 0.22 NFRC Bug Screen Window 8 Window Exterior Wall E Left 150 9.3 4.3 1 39.99 0.29 NFRC 0.22 NFRC Bug Screen Window 9 Window Exterior Wall E Left 150 9.3 8 1 76.04 0.29 NFRC 0.22 NFRC Bug Screen Window 10 Window Exterior Wall NE 90 8 2 0 12 0.29 NFRC 0.22 NFRC Bug Screen Window 11 Window Exterior Wall NE 90 8 8.2 0 61.01 0.29 NFRC 0.22 NFRC Bug Screen Window 12 Window Exterior Wall NE 90 5 3.4 0 14.01 0.29 NFRC 0.22 NFRC Bug Screen Window 13 Window Exterior Wall NE 90 5 8.2 0 36.98 0.29 NFRC 0.22 NFRC Bug Screen Window 14 Window Exterior Wall SE 180 8.4 3.8 0 27 0.29 NFRC 0.22 NFRC Bug Screen Window 15 Window Exterior Wall SE 180 2 11.5 0 16.01 0.29 NFRC 0.22 NFRC Bug Screen Window 16 Window Exterior Wall SE 180 8.4 2.3 0 18.01 0.29 NFRC 0.22 NFRC Bug Screen Window 17 Window Exterior Wall S Back 240 3.3 8.2 0 27.01 0.29 NFRC 0.22 NFRC Bug Screen Window 18 Window Exterior Wall S Back 240 6.5 4.2 0 27 0.29 NFRC 0.22 NFRC Bug Screen Window 19 Window Exterior Wall S Back 240 6.5 2.3 1 14.99 0.29 NFRC 0.22 NFRC Bug Screen Window 20 Window Exterior Wall S Back 240 4.3 4.3 0 17.99 0.29 NFRC 0.22 NFRC Bug Screen Window 21 Window Exterior Wall S Back 240 4.3 2.3 1 10 0.29 NFRC 0.22 NFRC Bug Screen Window 22 Window Exterior Wall W Right 330 13 2 1 27.51 0.29 NFRC 0.22 NFRC Bug Screen Window 23 Window Exterior Wall W Right 330 2.7 13 1 35.49 0.29 NFRC 0.22 NFRC Bug Screen Window 24 Window Exterior Wall W Right 330 4 1.2 1 5 0.29 NFRC 0.22 NFRC Bug Screen Window 25 Window Exterior Wall W Right 330 4 9.2 0 35.99 0.29 NFRC 0.22 NFRC Bug Screen Window 26 Window Exterior Wall W Right 330 5 0.6 0 2.5 0.29 NFRC 0.22 NFRC Bug Screen 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 6 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 FENESTRATION / GLAZING 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Name Type Surface Orientation Azimuth Width (ft) Height (ft)Mult.Area (ft2)U-factor U-factor Source SHGC SHGC Sourc e Exterior Shading Window 27 Window Exterior Wall W Right 330 5 9.2 1 46 0.29 NFRC 0.22 NFRC Bug Screen OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Window Overhang Left Fin Right Fin Depth Dist Up Left Extent Right Extent Flap Ht.Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up Window 4 0.5 5 2.5 0 0 0 0 0 0 0 0 0 Window 2 4 0.5 5 2.5 0 0 0 0 0 0 0 0 0 Window 3 4 0.5 5 2.5 0 0 0 0 0 0 0 0 0 Window 4 4 0.5 5 2.5 0 0 0 0 0 0 0 0 0 Window 5 4 0.5 5 2.5 0 0 0 0 0 0 0 0 0 Window 6 4 0.5 24 5 0 0 0 0 0 0 0 0 0 Window 7 4 4 24 5 0 0 0 0 0 0 0 0 0 Window 8 4 0.5 24 5 0 0 0 0 0 0 0 0 0 Window 9 4 4 24 5 0 0 0 0 0 0 0 0 0 Window 10 4 0.5 6 6 0 0 0 0 0 0 0 0 0 Window 11 4 0.5 6 6 0 0 0 0 0 0 0 0 0 Window 12 4 0.5 6 6 0 0 0 0 0 0 0 0 0 Window 13 4 0.5 6 6 0 0 0 0 0 0 0 0 0 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 7 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 OVERHANGS AND FINS 01 02 03 04 05 06 07 08 09 10 11 12 13 14 Window Overhang Left Fin Right Fin Depth Dist Up Left Extent Right Extent Flap Ht.Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up Window 14 4 0.5 7.5 4 0 0 0 0 0 0 0 0 0 Window 15 4 0.5 7.5 4 0 0 0 0 0 0 0 0 0 Window 16 4 0.5 7.5 4 0 0 0 0 0 0 0 0 0 Window 17 14 6 17 30 0 0 0 0 0 0 0 0 0 Window 18 6 6 26 30 0 0 0 0 0 0 0 0 0 Window 19 6 6 26 30 0 0 0 0 0 0 0 0 0 Window 20 6 6 26 30 0 0 0 0 0 0 0 0 0 Window 21 6 6 26 30 0 0 0 0 0 0 0 0 0 Window 22 4 0.1 4.5 40 0 0 0 0 0 0 0 0 0 Window 23 4 0.1 4.5 40 0 0 0 0 0 0 0 0 0 Window 24 8.5 0.5 18.5 24 0 0 0 0 0 0 0 0 0 Window 25 8.5 0.5 18.5 24 0 0 0 0 0 0 0 0 0 Window 26 8.5 0.5 18.5 24 0 0 0 0 0 0 0 0 0 Window 27 8.5 0.5 18.5 24 0 0 0 0 0 0 0 0 0 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 8 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 SLAB FLOORS 01 02 03 04 05 06 07 08 Name Zone Area (ft 2)Perimeter (ft) Edge Insul. R-value and Depth Edge Insul. R-value and Depth Carpeted Fraction Heated Slab-on-Grade 1st Floor Zone 1236 178 none 0 80%No OPAQUE SURFACE CONSTRUCTIONS 01 02 03 04 05 06 07 08 Construction Name Surface Type Construction Type Framing Total Cavity R-value Interior / Exterior Continuous R-value U-factor Assembly Layers R-21 Wall Exterior Walls Wood Framed Wall 2x6 @ 16 in. O. C.R-21 None / None 0.069 Inside Finish: Gypsum Board Cavity / Frame: R-21 / 2x6 Exterior Finish: 3 Coat Stucco R-38 Roof Cathedral Cathedral Ceilings Wood Framed Ceiling 2x12 @ 16 in. O. C.R-38 None / None 0.029 Roofing: Light Roof (Asphalt Shingle) Roof Deck: Wood Siding/sheathing/decking Radiant Barrier Cavity / Frame: R-38 / 2x12 Inside Finish: Gypsum Board BUILDING ENVELOPE - HERS VERIFICATION 01 02 03 04 Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 Required Not Required Not Required n/a 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 9 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 WATER HEATING SYSTEMS 01 02 03 04 05 06 07 Name System Type Distribution Type Water Heater Name (#)Solar Heating System Compact Distribution HERS Verification DHW Sys 1 Domestic Hot Water (DHW) Standard Distribution System DHW Heater 1 (1)n/a None n/a WATER HEATERS 01 02 03 04 05 06 07 08 09 10 11 12 Name Heating Element Type Tank Type # of Units Tank Vol. (gal) Energy Factor or Efficiency Input Rating or Pilot Tank Insulation R-value (Int/Ext) Standby Loss or Recovery Eff 1st Hr. Rating or Flow Rate NEEA Heat Pump Brand or Model Tank Location or Ambient Condition DHW Heater 1 Gas Consumer Instantaneous 1 0 0.93-UEF <= 200 kBtu/hr 0 n/a n/a n/a n/a WATER HEATING - HERS VERIFICATION 01 02 03 04 05 06 07 08 Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution Type Recirculation Control Central DHW Distribution Shower Drain Water Heat Recovery DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required Not Required SPACE CONDITIONING SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 Name System Type Heating Unit Name Cooling Unit Name Fan Name Distribution Name Required Thermostat Type Status Verified Existing Condition Heating Equipment Count Cooling Equipment Count Split System1 Heat pump heating cooling Heat Pump System 1 Heat Pump System 1 HVAC Fan 1 Air Distribution System 1 Setback New NA 1 1 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. 41 P 1 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE T24-2 REVISIONS PLAN CHECK CORRECTIONS7/26/22 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 TITLE 24 ANALYSIS GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S 1 CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 10 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 01 02 03 04 05 06 07 08 09 10 11 HVAC - HEAT PUMPS Name System Type Number of Units Heating Cooling Zonally Controlled Compressor Type HERS Verification HSPF/COP Cap 47 Cap 17 SEER EER/CEER Heat Pump System 1 Central split HP 1 12.5 42000 29400 23 15 Not Zonal Single Speed Heat Pump System 1-hers-htpump HVAC HEAT PUMPS - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Verified Airflow Airflow Target Verified EER Verified SEER Verified Refrigerant Charge Verified HSPF Verified Heating Cap 47 Verified Heating Cap 17 Heat Pump System 1-hers-htpump Required 350 Required Required Yes Yes Yes Yes HVAC - DISTRIBUTION SYSTEMS 01 02 03 04 05 06 07 08 09 10 11 12 Duct Ins. R-value Duct Location Surface Area Name Type Design Type Supply Return Supply Return Supply Return Bypass Duct Duct Leakage HERS Verification Air Distribution System 1 Conditioned space-entirely Non-Verified R-6 R-6 Conditio ned Zone Conditio ned Zone n/a n/a No Bypass Duct Air Distribution System 1-hers-dist 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 11 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 HVAC DISTRIBUTION - HERS VERIFICATION 01 02 03 04 05 06 07 08 09 Name Duct Leakage Verification Duct Leakage Target (%) Verified Duct Location Verified Duct Design Buried Ducts Deeply Buried Ducts Low-leakage Air Handler Low Leakage Ducts Entirely in Conditioned Space Air Distribution System 1-hers-dist Yes 5.0 Required Not Required Not Required Credit not taken Required No HVAC - FAN SYSTEMS 01 02 03 04 Name Type Fan Power (Watts/CFM)Name HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan HVAC FAN SYSTEMS - HERS VERIFICATION 01 02 03 Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM) HVAC Fan 1-hers-fan Required 0.45 IAQ (INDOOR AIR QUALITY) FANS 01 02 03 04 05 06 07 Dwelling Unit IAQ CFM IAQ Watts/CFM IAQ Fan Type IAQ Recovery Effectiveness - SRE IAQ Recovery Effectiveness - ASRE HERS Verification SFam IAQVentRpt 1-1 58 0.137931 Exhaust n/a n/a Yes 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. CERTIFICATE OF COMPLIANCE CF1R-PRF-01E Project Name:22-903 72240 Upper Way ADU Calculation Date/Time:2022-08-30T16:49:33-07:00 (Page 12 of 12) Calculation Description:Title 24 Analysis Input File Name:22-903 72240 Upper Way.ribd19x Registration Number:Registration Date/Time: HERS Provider: CA Building Energy Efficiency Standards - 2019 Residential Compliance Report Version: 2019.2.000 Schema Version: rev 20200901 Report Generated: 2022-08-30 16:50:27 DOCUMENTATION AUTHOR'S DECLARATION STATEMENT 1. I certify that this Certificate of Compliance documentation is accurate and complete. Documentation Author Name:Documentation Author Signature: Company:Signature Date: Address:CEA/ HERS Certification Identification (If applicable): City/State/Zip:Phone: RESPONSIBLE PERSON'S DECLARATION STATEMENT I certify the following under penalty of perjury, under the laws of the State of California: 1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance. 2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations. 3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets, calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application. Responsible Designer Name:Responsible Designer Signature: Company:Date Signed: Address:License: City/State/Zip:Phone: Easy to Verify at CalCERTS.com Gary Zhou GMEP Engineers 26439 Rancho Parkway S., Ste 120 Lake Forest, CA 92630 2022-08-31 10:49:45 949-267-9095 Steven Porter SPP design 29590 Landau Blvd #1 Cathedral City, CA 92234 2022-08-31 11:51:23 n/a 760-808-9487 Digitally signed by CalCERTS. This digital signature is provided in order to secure the content of this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information. 222-P010172037A-000-000-0000000-0000 2022-08-31 11:51:23 CalCERTS inc. 42 "GRADING PLANS FOR REFERENCE ONLY"43 "GRADING PLANS FOR REFERENCE ONLY"44 45 ··········All ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.46 All ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.47 MAX.bd3"X3" SINGLE LAYERUNDISTURBED SOILSAW-CUT 1/8" X 't'/4(90%) COMPACTED FILLDEEP CONTROL JTS4" DRAIN ROCKCLR. 't'/4 + 1/4 SEE PLANS FORTHICKNESSVAPOR BARRIER w/ MIN. SLAB REINF. AND 't'4" SANDTHICKNESS OF 15 MILS.SLAB THICKNESSPER PLANSSCARIFY, MOISTURECONDITION & RECOMPACTUPPER 8" OF (E) NATIVESOIL.MIN.12"1. BREAK BOND BET. NEW & PREVIOUSLY POURED S.O.G. BY SPRAYING ORPAINTING EXPOSED SIDE OF KEY W/ CURING COMPOUND OR FORM OIL.NOTES:MIN.12"ADDL BARS TO MATCH S.O.G. REINF.11EQ.GREASED DWL @ 12" O.C.TYP. CONSTR. JT KEY.DO NOT SANDBLAST3/4" DIA. x 2'-0" SMOOTH,6"MIN.BULLNOSE EDGESEQ.EQ.EQ.CONC. SLAB PER PLAN1 1/2" MIN.SILL PLATE DETAIL0.17" SHANK DIA. RAMSETRED HEAD SHOT IN PINS@ 24" O.C., L.A. RR 22668,SILL PLATE" DIA. METAL WASHER13/8STUD WALL PER PLANICC ES 2x STUD WALLPER PLANESR-1799SILL BOLT REQUIREMENTS1. PROVIDE A MINIMUM SILL BOLT EMBEDMENT OF 9" BELOW FINISH FLOOR OR TOP OF CURB.2. PROVIDE AN ADDITIONAL SILL BOLT 6 INCHES FROM EACH END OF EACH PIECE OF SILL PLATE.3. WHERE SILL PLATES ARE BORED OR NOTCHED IN EXCESS OF 1/3 OF THE SILL PLATE WIDTH, PROVIDE ADDITIONAL SILL BOLTS 4 INCHES EACH SIDE OF BORE OR NOTCH.4. SET ALL SILL BOLTS WITH A SETTING TEMPLATE BEFORE PLACING CONCRETE. STABBING OR PUSHING OF SILL BOLTS INTO WET CONCRETE IS EXPRESSLY PROHIBITED.5. PROVIDE A MINIMUM SILL BOLT PROJECTION ABOVE THE CONCRETE AS SHOWN ON DETAIL C.6. SILL PLATES SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHESAND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE FIELD-TREATED PER AWPA M4.All ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.S1.0TYPICAL DETAILS48 BNJOISTMIN1'-0''2x BLKG @ 48''SIMPSON CLIPSENTOP PLATESEN TO BLKGPLYWOOD PER PLANPLYWOOD PER PLANAll ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.S1.1TYPICAL DETAILS49 All ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.S1.2TYPICAL DETAILS50 S1.210S1.411S1.43-8S1.15All ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.S1.3TYPICAL DETAILS51 PLACE STEEL BASE PLATES IN DETAILLAUNDRYSITTING ROOMBATH #1BEDROOM #1ENTRYCLOSET #1CLOSET #2COVEREDCARPORTBEDROOM #2SHOWERSHOWERBATH #22312.3567(F2)(F2)(F2)(F2)(F2)(F2)(F2)(W4)(W1)(TB1)(GB1)(W1)(W1)(W1)(TB1)(TB1)(W1)(W1)(W3)(W2)(W1)(W1)4DCBA(F2)A.3(W3)(W1)(W2)(F1)(F1)(F1)(F1)(F2)(F2)(F2)(GB1)(G B 1 )6x6 PSLPOST6x6 PSLPOST6x6 PSLPOSTB8'-6"4x6WHD3PSL 6x6 POSTWHD36x6 PSLPOST12'-0" B11'-0" BB4'-6"B4'-6"WHD14X64x6WHD16x6WHD44'-6"B2x6 @ 16"O.C. TYP.4x6HSS POST(E.W.)4x6WHD46x6WHD44'-6"B(W3)WHD15'-6" BWHD1HSS 4x4x14POST4x4WHD14x64x64x6B5'-6"6x6WHD45'-6"B3'-0" C6x6WHD3WHD46x6 POSTWHD36x6 POST4x4 POSTWHD16'-0"BWHD46x6WHD44x4WHD2PSL 6x6 POST6x6POST (N-S)WHD2PSL 6x6POST (N-S)PSL 6x6 POST4x4WHD1POST (N-S)NOTE 2WALLBELOW16'-0"CNOTE 24x6 WOOD POSTPSL 6x6 POST(TBI)12x16 W/ (2)-#5TOP & BOTTOMBARS, & #3 TIES @12" O.C.HSS POST(E.W.)HSS POST(E.W.)NOTE 1 : PLACE STEEL BASE PLATES IN DETAIL6/S1.3 ON TOP OF GRADE BEAMS,OR WALL FOOTINGS.NOTE 2 : PLACE POST BASE ON TOP OFCONCRETE SLAB ON GRADE,DETAIL 3/S1.2.All ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.S2.0FLOOR PLANN POST FOOTING SCHEDULEMARKF1F2SIZE30" x 30" x 12"B x W x HBOTTOM BARSEACH WAYTOP BARSEACH WAYDETAIL(4) - #4PER PLANWALL FOOTING SCHEDULEMARK W1B x H16" x 16"SIZETRANS BARSBOTTOMTRANS BARSTOPLONG BARSBOTTOMLONG BARSTOPDETAILSPER PLAN(2) - #6PER PLANSCHEDULE OF SHEAR WALL SILL BOLTS IN CONCRETEMARK ANCHOR TYPE BOLT SPACINGCONCRETEDETAILTYPEB1B23/4" DIA. BOLTS24"12"NEWNEW--SHEET NOTES:1.2.3.4.5.6.7.F#W#WHD#B#NEW EXTERIOR WALL CONSTRUCTION, 2X6 @ 16"O.C., TYP, AND 3X6 STUDS AT ALL PANEL EDGESSHEAR WALL TYPELENGTH IN FEETINDICATES COLUMN FOOTING MARK. REFER TO FOOTING SCHEDULE ON THIS SHEET.INDICATES WALL FOOTING MARK. REFER TO WALL FOOTING SCHEDULE ON THIS SHEET.INDICATES PLYWOOD SHEAR WALL PERINDICATES HOLD DOWN PER INDICATES DIAPHRAGM SHEATING AND NAILING PER INDICATES SILL BOLT MARK. REFER TO SHEAR WALL SILL BOLT SCHEDULE ON THIS SHEET. FOR SILL BOLT PLATE WASHERS REFER TO8. INDICATES NEW POST, TYP. U.N.O.10.11. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.FASTENERS FOR PRESERVATIVE-TREATED OR FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPEDZINC-COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153,-9. INDICATES NEW POST ABOVE OR BELOW LEVEL, TYP. U.N.O.POST FOOTINGSCHEDULESHEAR WALLSILL BOLTSWALL FOOTINGSCHEDULESHEET NOTES3/4" DIA. BOLTSCONTRACTOR RESPONSIBILITY:EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND, OR SEISMIC FORCE RESISTING SYSTEM, DESIGNATEDSEISMIC SYSTEM OR A WIND, OR SEISMIC RESISTIVE COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT AWRITTEN STATEMENT OF RESPONSIBILITY TO THE SUPERINTENDENT OF BUILDNG AND THE OWNER PRIOR TO THE COMMENCEMENT OFWORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENTOF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.CONTRACTOR'SRESPONSIBILITY12.13.15.ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED.HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWNSSHALL BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING.14.ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX.16.FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE - TREATED WOODGRADE BEAM SCHEDULEMARKGB1GB2SIZEB x HTOP BARS BOTTOM BARSTIES(4) - #6#4 @ 6"16" x 16"GRADE BEAMSCHEDULEDETAILPER PLANFASTENERS FOR PERSERVATIVE-TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT DIPPED ZINC-COATEDGALVANIZED STEEL IN ACCORDANCE WITH ASTM -A153.42" x 42" x 12" (5) - #4------PER PLANF3----GB3----PER PLANW2PER PLAN(4) - #7F4----16" x 16"30" x 16"W3(2) - #6(4) - #7PER PLAN-#4 @ 8"#4 @ 8"PER PLAN(4) - #7(4) - #7(4) - #6PER PLAN24" x 16"W4-PER PLANPER PLAN(3) - #6(3) - #652 2312.35674DCBAA.3TOP OF ROOF13'-0"TOP OF ROOF16'-7"TOP OF ROOF16'-7"TOP OF ROOF13'-0"2 1/2" PER 1'-0" MIN.2 1/2" PER 1'-0" MIN.1/4" PER 1'-0" MIN. 1/4" PER 1'-0" MIN.1/4" PER 1'-0" MIN. 1/4" PER 1'-0" MIN.2 1/2" PER 1'-0" MIN.2 1/2" PER 1'-0" MIN.4 x 104 x 105.25 x 9.25 PSL3 12 x 9.25 PSL CONT.4 x 10 4 x 10 4 x 10 5.25x9.25 PSL 4 x 10COLLECTOR5.25x9.25 PSL4 x 10EDGE OFROOF4 x 104 x 10COLLECTOR 5.25 x 9.25 PSL2 x10 @ 16" 2 x10 @ 16"SIMPSONMSTA18STRAP6x6 POSTBELOW4x6 BELOW7.0 x 9.25 PSL6x6 POSTBELOWSHEAR WALLSIMPSONMSTA18STRAP5.25 x 9.25 PSLMSTA366x6 POSTBELOWSHEARWALLBELOW6x6 POSTBELOW4 x 104 x 10 COLLECTOR4 x 10 COLLECTOR4 x 10 COLLECTOR4 x 10 COLLECTOR 5.25 x 9.25 PSL 4 x 10 COLLECTOR 4 x 104 x 102 x10 @ 16" 2 x10 @ 16"SIMPSONCMST14STRAP4 x 10 4 x 10 HSS POSTBELOWHSS POSTMSTA36W6 x16W/ 3x6 NAILERW8x31W/ (2)-4x6 NAILERS5.25 x 9.25 PSL 4 x 104 x 10HSS POSTMSTA36WD POST2'-0"(2) 4 x 6 x2' LONGNAILERS W/(3)-3/4" ØBOLTS EACHW8x48NO NAILERS, U.O.N.4 x 104x10 COLLECTOR4x10 COLLECTORW6x12 W/ 3x6 NAILER W6x25 W/ 3x8 NAILER W6x25 W/ 3x8 NAILER 4x10 COLLECTOR 4 x 104 x 10W6 x 25 W/ 3x8 NAILERWD POSTBELOW7.0 x 9.25 PSL4x4 BLOCKINGSIMPSON"SMST14"STRAP8'-0"15'-7" @HIGH POINTWD POST6x6 BELOW4 x 104 x 105.25 x 9.25 PSL3.5 x 9.25 PSL3.5 x 9 . 2 5 P S L 4 x 1 0 4x4BLOCKINGSIMPSON"CMST14" STRAPSHEARWALL6x6 BELOW2 x 103.5 x 9.25 PSLHSS POSTBELOW4x6 POSTBELOW2 x10 @ 16",TYP.2 x10 @ 16",TYP.2 x10 @ 16",TYP.2 x10 @ 16",TYP.2 x10 @ 16"2 x10 @ 16"2 x10 @ 16"All ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.S2.1ROOF FRAMING PLANW/ PLAN NOTESN SHEET NOTES:1.2.3.4.5.6.7.F#W#WHD#B#NEW EXTERIOR WALL CONSTRUCTION, 2X6 @ 16"O.C., TYP, AND 3X6 STUDS AT ALL PANEL EDGESSHEAR WALL TYPELENGTH IN FEETINDICATES COLUMN FOOTING MARK. REFER TO FOOTING SCHEDULE ON THIS SHEET.INDICATES WALL FOOTING MARK. REFER TO WALL FOOTING SCHEDULE ON THIS SHEET.INDICATES PLYWOOD SHEAR WALL PERINDICATES HOLD DOWN PER INDICATES DIAPHRAGM SHEATING AND NAILING PER INDICATES SILL BOLT MARK. REFER TO SHEAR WALL SILL BOLT SCHEDULE ON THIS SHEET. FOR SILL BOLT PLATE WASHERS REFER TO8. INDICATES NEW POST, TYP. U.N.O.10.11. HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION INSPECTION.FASTENERS FOR PRESERVATIVE-TREATED OR FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT DIPPEDZINC-COATED GALVANIZED STEEL IN ACCORDANCE WITH ASTM A153,9. INDICATES NEW POST ABOVE OR BELOW LEVEL, TYP. U.N.O.SHEET NOTESCONTRACTOR RESPONSIBILITY:EACH CONTRACTOR RESPONSIBLE FOR THE CONSTRUCTION OF A MAIN WIND, OR SEISMIC FORCE RESISTING SYSTEM, DESIGNATEDSEISMIC SYSTEM OR A WIND, OR SEISMIC RESISTIVE COMPONENT LISTED IN THE STATEMENT OF SPECIAL INSPECTIONS SHALL SUBMIT AWRITTEN STATEMENT OF RESPONSIBILITY TO THE SUPERINTENDENT OF BUILDNG AND THE OWNER PRIOR TO THE COMMENCEMENT OFWORK ON THE SYSTEM OR COMPONENT. THE CONTRACTOR'S STATEMENT OF RESPONSIBILITY SHALL CONTAIN ACKNOWLEDGEMENTOF AWARENESS OF THE SPECIAL REQUIREMENTS CONTAINED IN THE STATEMENT OF SPECIAL INSPECTION.CONTRACTOR'SRESPONSIBILITY12.13.15.ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED.HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS; AND HOLD-DOWNSSHALL BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING.14.ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX.16.FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE - TREATED WOODFASTENERS FOR PERSERVATIVE-TREATED OR FIRE-RETARDENT WOOD SHALL BE OF HOT DIPPED ZINC-COATEDGALVANIZED STEEL IN ACCORDANCE WITH ASTM -A153.53 PLACE STEEL BASE PLATES IN DETAIL13"16'-7" T.O. ROOF8'-0" T.O. SLIDER8'-8" B.O. CLERESTORY8'-0" T.O. SLIDER11'-0" T.O. CLERESTORY8'-8" B.O. CLERESTORYHOLD-DOWNPER PLAN6 x 66 x 66 x 6 6 x 6 6 x 6 ROOF FRAMINGPER PLANHOLD-DOWNPER PLAN3 x 6 SILLMSTC40 STRAP,WRAP AROUNDCOLUMNMSTC40 STRAP,WRAP AROUNDCOLUMNMSTC30 STRAPCCAll ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.S3.0ELEVATION @ LINE D54 "B"E.N.6" MIN.1'-6" MIN. PER GENERAL NOTES & SOILS REPORT SILL & ANCHORAGEPER SCHEDULEPLYWOOD SHTG. WHEREOCCURS, PER PLAN &SCHEDULE#4 DOWELS @ 16" O.C.24"8" POUR JOINT PER SCHEDULE(TOP & BOTT.) BARSCONCRETE SLAB ONGRADE, PER PLAN2x STUD WALLPER PLANCLR.CLR.,TYP.BOTTOM BARSPER PLANHOLD DOWN ANCHORINSTALL PER MFREN 1/2'' MIN HOLD DOWN HOLD DOWN PER PLANC WALL & FTG& GENERAL NOTESEN FULL HGTOF HOLD DOWNLPOST (FULL HGT)POSTCONC. SLABON GRADEPER PLANSFOOTING PER PLANEMBEDMENT DEPTH TOP OF FOOTINGS5.07-8S5.08S5.08S1.37-88-8-8S5.07-8S1.37-8S1.23All ideas, designs, arrangements & plans indicated orrepresented by this drawing are owned by & theproperty of AMG STRUCTURAL ENGINEERS for usein conjunction w/ the specified project & shall not beused or disclosed for any purpose whatsoever withoutthe written authorization of Adam Greco.S5.0TYPICAL DETAILS55 (G A T E ) UP P E R W A Y W E S T (P R I V A T E D R I V E ) EX P/L EX P/LEX P/L 26' PROPOSED CASITA EXISTING GARAGE S579' N89°51'53"W 663.65'N00°36'36"W 331.97'N89°50'25"W 664.63'N00°46'45"W 332.27'182'EX P/L113' RESTRICTED BUILIDING AREA EXISTING RESIDENCE SITE PLAN S:\PDATA\20200154\PG\PALM DESERT CITY_SEAL.jpg LOCATED IN THE SW 1/4 OF SECTION 30, T.5S., R.6E., SBB&M SHEET CITY FILE NUMBER REVISIONS MARK BY DATE ENGINEER CITY DATEAPPR. BASIS OF BEARINGS: ESFANDIAR SHAHANDEH, R.C.E. NO. 47834 PREPARED UNDER THE DIRECT SUPERVISION OF: DATE: CITY OF PALM DESERT SITE PLAN EXP. 12/31/23 TRAFFIC LANDSCAPE CIVIL PLAN CHECKED BY:CI V I L No. 47834 REENIGNELANOISSEFOR P DERETS IGER HEDNAHAHSRA I D NAFSE STATEOFCA L I F O R NIA 72-240 UPPER WAY WEST BENCHMARK: SSI NGINEERING (760) 772-8421 FAX civil and structural engineering - planning - surveying (760) 772-8400 OFFICE palm desert, ca 92211 77-570 springfield lane, suite c Know what's below.before you dig.Call R GOV'T LOT 57 OF SECTION 30, T 5 S, R 6 E, SBM APN 628-130-007 ELEVATION: 898.708 (NGVD88 DATUM) BEARINGS SHOWN HEREON ARE BASED UPON THE C/L OF HWY 74 TAKEN AS N17°55'43"E PER PARCEL MAP 16259 AS FILED IN BOOK 89 OF PARCEL MAPS AT PAGES 35 THROUGH 37 INCLUSIVE, O.R. RIV. CO. CPD 127 - 2" BRONZE DISK IN SOUTH END OF CONCRETE CATCH BASIN ON WEST SIDE OF HWY 74 SOUTH OF PALOWET DR. 24.6'S'LY OF SOUTHERN BCR, 1.1' W. OF CURB R.C.E. 56005, EXP. 12/31/2024 REVIEWED AND RECOMMENDED BY: APPROVED BY: CITY OF PALM DESERT DEPARTMENT OF DEVELOPMENT SERVICES DATE DATE CITY ENGINEER MARIA FRASER. 1 inch = ft. ( IN FEET ) GRAPHIC SCALE 0 30 30 60 10 12015 A100 5/22/2024 3/2/2023 56 P 2 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE A-110 REVISIONS RELOCATE GUEST HOUSE5/12/24 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 FLOOR PLAN GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S N 1 1 WDSHOWER ED2 C1 ED1 D1 A1 O1 N1 M ED6 K1 ED5 ED4 ED3 F1 G E1 ID2 ID5 ID4 ID6 ID1 ID7 ID3 7'-9"10'-8"5'-4"11'-3"15'-11"3'-1"11'-1"1'-10"47'19'-6"8"6'-6"7'-2 1/2"1'-9"4'-4"2'-5 1/4"12'-1"6'-1"6"5'11"4'1'-4"3'-7"12'-10"8"14'-6 1/2"5'-5 1/2"11'-9"17'-1"48'-10"2'-5"3'-8 1/2"12'-5 3/4"11'-1" 18'-5"16'-7"10'-5" 45'-5" 6'-9"2'-2"9"6'-6"6"7'-6"6"2'8"11'-2"4'-10"4'-9"3'-4"4'-1" 6'-9"13'-5 3/4"2'5'-4"11'-1"7" 5' 7" 1'-5 1/2"8'1'-10"12'1'-10"2' 8' 2'1'-4"8'-4"6"2'8"4'-8"3'5'-3"4'3'6' 7'-1"1'-3"8'-2"1'-8"1'-2"3'-1/2"6'13'-3"12'-7"42'-4 1/2"3'2' 6' 2" 1 A-140 1 A-140 2 A-140 2 A-1401 A-130 4 A-130 3 A-130 254 sq ft 76 sq ft 104 sq ft 427 sq ft 130 sq ft 104 sq ft 279 sq ft REQUIRED LANDING AT DOORS, TYP. LAUNDRY LIVING ROOM BATH #1 BEDROOM #1 ENTRY CLOSET #1 CLOSET #2 COVERED CARPORT ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE ABOVE H I ABOVE ABOVE J ABOVE ABOVE N2 ABOVE O2 B ABOVE L WALL MOUNTED WATER HEATER A2 C2 K2 D2 E2 F23'-11"11'-8"6'-4 " 3'-6 "3'7'3'-6"13'- 5 3 / 4 " 2 A-130 BEDROOM #2SHOWER BATH #2 INTERIOR WALLS 2X4 STUDS @ 16" O.C. DOOR MARKER REFER TO DOOR SCHEDULE WINDOW MARKER REFER TO WINDOW SCHEDULE CONCRETE PAVEMENT REQUIRED LANDINGS OUTSIDE ALL EXTERIOR DOORS ### ## SCALE: 1/4" = 1'-0"1 FLOOR PLAN LEGEND GENERAL NOTES 1. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH SHOWERS AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF 6 FEET ABOVE THE FLOOR PER CRC R307.2. 2. Water closets shall have an average water consumption of not more than 1.28 gallons per flush. (411.2 CPC) Note on plans. 3. Shower heads shall have a water flow not to exceed 2.0 gallons per minute at 80 psi. (408.2 CPC) Note on plans. 4. The maximum flow rate of lavatory faucets shall not exceed 1.2 gallons per minute at 60 psi. (403.7 CPC) Note on plans. 5. Faucets in kitchens shall have a water flow not to exceed 1.8 gallons per minute at 60 psi and may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute, and must default to a maximum flow rate of 1.8 gallons per minute. (407.2.1.1 CPC) Note on plans. 1 PLAN CHECK CORRECTIONS7/26/22 57 P 1 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE A-120 REVISIONS PLAN CHECK CORRECTIONS7/26/22 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 ROOF PLAN GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S N 1 1WD1 A-130 4 A-130 3 A-130 254 sq ft 76 sq ft 104 sq ft 427 sq ft 130 sq ft 104 sq ft 279 sq ft TOP OF ROOF 13'-0" TOP OF ROOF 16'-7" TOP OF ROOF 16'-7" TOP OF ROOF 13'-0" 2 A-130 2 1/2" PER 1'-0" MIN. 2 1/2" PER 1'-0" MIN. 1/4" PER 1'-0" MIN.1/4" PER 1'-0" MIN. 1/4" PER 1'-0" MIN.1/4" PER 1'-0" MIN. 2 1/2" PER 1'-0" MIN.2 1/2" PER 1'-0" MIN. 2 1/2" PER 1'-0" MIN. ROOF PITCH / SLOPE DIRECTION ROOF CRICKET ROOF MATERIAL: THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE SOLAR PANEL SYSTEM; MIN. SIZE 375 S.F. (DEFERRED APPROVAL) EXPERIENCE THE CARLISLE DIFFERENCE Reinforced Membrane 800-479-6832 | P.O. Box 7000 | Carlisle, PA 17013 | Fax: 717-245-7053 | www.carlislesyntec.com 03.25.20 © 2020 Carlisle. REPRINT CODE: 600515 - “Sure-Weld TPO Reinforced Membrane Product Data Sheet” Carlisle, Sure-Weld, OctaGuard XT, APEEL, Piranha Plates and HP-X are trademarks of Carlisle. ENERGY STAR is a registered trademark owned by the U.S. Government. *ENERGY STAR qualifi cation is only valid in the U.S. LEED is a registered trademark of the U.S. Green Building Council. LEED Information Pre-consumer Recycled Content 10% Post-consumer Recycled Content 0% Manufacturing Location Senatobia, MS Tooele, UT Carlisle, PA Solar Refl ectance Index (SRI) 99 (white) 86 (tan) Radiative Properties for ENERGY STAR*, and LEED Test Method White TPO Tan TPO Gray TPO ENERGY STAR – Initial solar reflectance Solar Spectrum Reflectometer 0.79 0.71 N/A ENERGY STAR – Initial solar reflectance after 3 years Solar Spectrum Refl ectometer (uncleaned) 0.70 0.64 N/A CRRC – Initial solar reflectance ASTM C1549 0.79 0.71 0.46 CRRC – Solar reflectance after 3 years ASTM C1549 (uncleaned) 0.70 0.64 0.43 CRRC – Initial thermal emittance ASTM C1371 0.90 0.86 0.89 CRRC – Thermal emittance after 3 years ASTM C1371 (uncleaned) 0.86 0.87 0.88 LEED – Thermal emittance PASS 0.90 0.86 0.85 SRI - Initial (Solar Refl ectance Index) 99 86 53 SRI -3 year aged (Solar Refl ectance Index) 85 77 48 Radiative Properties (Initial) for Special Colors Refl ectance Emittance SRI Medium Bronze 0.28 0.86 29 Rock Brown 0.25 0.87 26 Slate Gray 0.38 0.87 42 Terra Cotta 0.25 0.86 25 Patina Green 0.25 0.88 25 Solar Refl ectance Index (SRI) is calculated per ASTM E1980. The SRI is a measure of the roof’s ability to reject solar heat, as shown by a small temperature rise. It is defi ned so that a standard black (refl ectance 0.05, emittance 0.90) is 0 and a standard white (refl ectance 0.80, emittance 0.90) is 100. Materials with the highest SRI values are the coolest choices for roofi ng. Due to the way SRI is defi ned, particularly hot materials can even take slightly negative values and particularly cool materials can even exceed 100. *ENERGY STAR recommends that using the Roof Savings Calculator (rsc.ornl.gov), which factors in both heating and cooling costs, to determine whether a cool roof will be an energy effi cient choice for your geographic climate and building type. -5 days water immersion at 158°F (70°C) followed by -5,040 kJ/m² (2000 hours at 0.70 W/m² irradiance) xenon-arc exposure *Test specimen is 2.75” by 5.5” piece of membrane with edges sealed. *Criterion – after 3 complete cycles, test specimens shall remain fl exible and not have any cracking under 10x magnifi cation while wrapped around a 3”-diameter mandrel. Supplemental Approvals, Statements and Characteristics: 1. Sure-Weld TPO meets or exceeds the requirements of ASTM D6878 Standard Specification for Thermoplastic Polyolefin-Based Sheet Roofing. 2. Radiative Properties for ENERGY STAR, Cool Roof Rating Council (CRRC) and LEED. 3. Sure-Weld TPO membranes conform to requirements of the US E.P.A. Toxic Leachate Test (40 CFR part 136) performed by an independent analytical laboratory. 4. Sure-Weld TPO was tested for dynamic puncture resistance per ASTM D5635-04 using the most recently modified impact head. 45-mil was watertight after an impact energy of 12.5 J (9.2 ft-lbf) and 60-mil was watertight after 22.5 J (16.6 ft-lbf). 80-mil EXTRA was watertight after an impact energy of 30.0 J (22.1 ft-lbf). 5. NSF-P151 Certifi cation for rainwater catchment system components. - Plant 91/White Only SCALE: 1/4" = 1'-0"1 ROOF PLAN LEGEND GENERAL NOTES 1. PROVIDE (2) LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. 2. PROVIDE A WEEP SCREED FOR STUCCO AT FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE GRADE OR 2" ABOVE PAVED SURFACES. 3. ROOFING MATERIALS SHALL COMPLY WITH 2019 CRC STANDARDS AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 4. THE FOUNDATION AND FRAMING ELEMENTS SHOWN IN THESE PLANS ARE FOR REFERENCE ONLY. REFER TO THE STRUCTURAL PLANS, DETAILS AND CALCULATIONS FOR STRUCTURAL INFORMATION. 5. ALL FOAM PLASTIC INSULATION SHALL HAVE A FLAME SPREAD RATING OF NOT MORE THAN 75 AND A SMOKE-DEVELOPED RATING OF NOT MORE THAN 450. 6. ALL FLASHING, COUNTER FLASHING AND COPING WHEN OF METAL SHALL BE NOT LESS THAN NO. 28 GA. 7. ROOFING MATERIALS SHALL COMPLY WITH 2019 CRC STANDARDS PER CHAPTER 15 AND BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS. 8. ROOF VENTS SHALL BE PAINTED TO MATCH ROOF COLOR. 9. ALL FLASHING SHALL BE PAINTED TO MATCH ADJACENT COLOR. 10. ATTIC VENTILATION OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH OPENINGS OF 1/4-INCH IN DIMENSION. 11. ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER RESISTIVE BARRIER TO PROTECT THE INTERIOR WALL COVERING & ALL EXTERIOR OPENINGS SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WEATHERPROOF. ROOFING SYSTEM SURE-WELD TPO ROOFING SYSTEM: CLASS A ICC-ES ESR-1463 MECHANICALLY FASTENED SYSTEMS (SURE-WELD / SURE-FLEX) 1. THE SURE-WELD MECHANICALLY FASTENED ROOFING SYSTEM INCORPORATES 12', 10' OR 8' WIDE, WHITE, TAN OR GRAY IN 45, 60 OR 80-MIL THICK SCRIM-REINFORCED, SURE-WELD THERMOPLASTIC POLYOLEFIN (TPO) MEMBRANE FIELD SHEETS. INSULATION IS MECHANICALLY FASTENED TO AN ACCEPTABLE ROOF DECK. SURE-WELD PERIMETER SHEETS (6' USED WITH 10' AND 12' WIDE FIELD SHEETS; 4' USED WITH 8' WIDE FIELD SHEETS) ARE INSTALLED ALONG BUILDING EDGES AND FIELD MEMBRANE SHEETS ARE MECHANICALLY FASTENED TO THE ROOF DECK WITH THE APPROPRIATE CARLISLE FASTENERS AND FASTENING PLATES. ADJOINING SHEETS OF SURE-WELD MEMBRANE ARE OVERLAPPED AND JOINED TOGETHER WITH A MINIMUM 1-1/2" WIDE HEAT WELD. MEMBRANE FASTENING REQUIREMENTS ARE OUTLINED IN WARRANTY TABLES IN PARAGRAPH 1.05 OF THIS SPECIFICATION. ROOF UNDERLAYMENT GRACE CONSTRUCTION PRODUCTS WWW.NA.GRACECONSTRUCTION.COM ICC# ESR-1167 INSTALL "GRACE ULTRA" SELF-ADHERING SHEET MEMBRANE ROOF UNDERLAYMENT PER MANUFACTURER'S SPECIFICATIONS AND INSTALLATION INSTRUCTIONS BY GRACE CONSTRUCTION PRODUCTS. SOLAR AREA CALCULATION TOTAL ROOF AREA: 2,500 S.F. SOLAR AREA SHALL BE NO LESS THAN 15% OF TOTAL ROOF AREA 2,500 S.F. X 15% = 375 S.F. MINIMUM ROOF HEIGHT CALCULATION TOTAL ROOF AREA: 2,500 S.F. ONLY 30% OF THE TOTAL ROOF AREA SHALL EXCEED 15' IN HEIGHT TO A MAXIMUM OF 18'. 2,500 S.F. X 30% = 750 S.F. MAXIMUM NO ROOF AREA EXCEEDS 18' IN HEIGHT TESTING METHOD WHITE TPO TAN TPO GRAY TPO 58 SCALE: 1/4"=1'-0"CASITA - FRONT ELEVATIONSCALE: 1/4"=1'-0"CASITA - RIGHT ELEVATIONSCALE: 1/4"=1'-0"CASITA - REAR ELEVATIONSCALE: 1/4"=1'-0"CASITA - LEFT ELEVATIONRODOLFO LIZARDE 59 P 1 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE A-140 REVISIONS PLAN CHECK CORRECTIONS7/26/22 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 BUILDING SECTIONS GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S N 1 WINDOW ROOF JOISTS PER STRUCTURAL ROOF FASCIA W/ PAINT FINISH, TYP. CLERESTORY WINDOW NEW INSULATION ABOVE DECK, TYP CONCRETE SLAB & FOOTING PER STRUCTURAL BEDROOM #1 LIVING ROOM BATH #2SHOWER 2X6 WOOD FRAMED WALLS PER STRUCTURAL CEMENT PLASTER SLIDING GLASS DOOR ROOF FASCIA W/ PAINT FINISH, TYP. CLERESTORY WINDOW CONCRETE SLAB & FOOTING PER STRUCTURAL LIVING ROOMENTRY ROOF JOISTS PER STRUCTURAL NEW INSULATION ABOVE DECK, TYP 2X6 WOOD FRAMED WALLS PER STRUCTURAL CEMENT PLASTER 1 A-140 1 A-140 2 A-140 2 A-140 SCALE: 1/4" = 1'-0"1 SECTION N-S SCALE: 1/4" = 1'-0"2 SECTION E-W GENERAL NOTES KEY PLAN 1. PROVIDE (2) LAYERS OF GRADE D PAPER OVER ALL WOOD BASE SHEATHING. 2. PROVIDE A WEEP SCREED FOR STUCCO AT FOUNDATION PLATE LINE A MINIMUM OF 4" ABOVE GRADE OR 2" ABOVE PAVED SURFACES. 3. ATTIC VENTILATION SHALL BE INSTALLED PER CRC R806.2. OPENINGS SHALL BE COVERED WITH CORROSION-RESISTANT METAL MESH WITH 1/4" OPENINGS. 4. ROOFING MATERIALS SHALL COMPLY WITH 2019 CRC STANDARDS AND SHALL BE INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS. 5. THE FOUNDATION AND FRAMING ELEMENTS SHOWN IN THESE PLANS ARE FOR REFERENCE ONLY. REFER TO THE STRUCTURAL PLANS, DETAILS AND CALCULATIONS FOR STRUCTURAL INFORMATION. 6. WOOD IN CONTACT WITH CONCRETE AND / OR EXPOSED SHALL BE DECAY RESISTANT LUMBER OR PRESSURE TREATED PER CRC 317.1. 7. STUCCO TO BE 3 COATS MINIMUM WHEN APPLIED OVER METAL LATH WITH 2 LAYERS OF GRADE D PAPER PER CRC R703.7.2 & R703.7.3. 8. BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. CRC R307.2. 9. GYPSUM BOARD SHALL NOT BE USED WHERE THERE WILL BE DIRECT EXPOSURE TO WATER, OR IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY. CRC R702.3.7. 10. FIRE BLOCKING PER CRC SECTION R302.11 AND R302.11.1. 11. PROVIDE WATER RESISTIVE BARRIER PER CRC R703.2. 12.. SUBCONTRACTOR TO FIELD VERIFY ALL CONDITIONS PRIOR TO ANY FABRICATION. 13. THESE PLANS AND SECTIONS ARE DRAWN AS A DESIGN TOOL TO ASSIST SUB- CONTRACTOR IN THE PREPARATION OF THE SHOP DRAWINGS. SHOP DRAWINGS ARE TO BE APPROVED BY THE OWNER AND LOCAL BUILDING OFFICIAL. 60 P 1 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE A-150 REVISIONS PLAN CHECK CORRECTIONS7/26/22 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 DOOR & WINDOW SCHEDULES AND ELEVATIONS GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S 18'-2"8'-4"12'-4"8'-2"8'-2"3'-4" 4'-0"9'-2"ED3 ED6 ED5 ED4 ED2 ED1 4'-0"6'-0"8'-3"3'-0"8'-0"8'-0"8'-0"8'-0"3'-0"3'-0" ID1 ID6 ID2 ID5 ID6 ID3 8'-5"4'-6"2'-4"3'-6"11'-11"11'-8"2'-0" 8'-0"2'-11"2'-3"4'-4"4'-4"2'-4"4'-4"6'-6"2'-4"4'-0"5'-0"2'-1"1'-1"9'-2"12'-10"1'-9"3'-1"2'-8"1'-8"1'-7"D1 D2 E1 E2 F1 F2 G H A2 A1 C1 B C2 5'-0"3'-2"3'-6"8'-2"13'-4"2'-0"3'-6"8'-0"4'-0"5'-0"13'-7"2'-4"7'-6"6'-2"2'-3"2'-6"3'-2"8'-9" K1 K2I L J M N1 N2 O2 01 MARKER WINDOW TYPE DOOR SIZE GLAZING MATERIAL FINISH EXTERIOR ED1 ED2 4'-0"W x 9'-0"H TEMPEREDGLASS PIVOT DOOR SINGLE SWING DOOR 3'-0"W x 8'-0"H TEMPERED ED3 8'-0"W x 8'-0"H TEMPERED ED4 12"-0"W x 8'-0"H TEMPEREDSLIDING GLASS DOOR ED5 TEMPERED ALUMINUM / GLASS POWDER COATED ALUMINUM / GLASS POWDER COATED ALUMINUM / GLASS POWDER COATED ALUMINUM / GLASS POWDER COATED ALUMINUM / GLASS POWDER COATED SLIDING GLASS DOOR SLIDING GLASS DOOR ED6 8"-0"W x 8'-0"H TEMPERED ALUMINUM / GLASS POWDER COATEDSLIDING GLASS DOOR 8'-0"W x 8'-0"H INTERIOR PAINT ID1 ID2 WOOD NONESLIDING CLOSET DOORS ID3 DOUBLE BI-FOLD DOORS ID4 ID5 NONE NONE 4-0"W x 8'-0"H 3'-0"W x 8'-0"H NONEPOCKET DOOR 6'-0"W x 8'-0"H NONEDOUBLE POCKET DOOR NONE ID7 WOOD PAINT WOOD PAINT WOOD PAINT WOOD PAINT WOOD PAINT ID6 6-0"W x 8'-0"H NONESLIDING CLOSET DOORS WOOD PAINT 6-0"W x 8'-0"H DOUBLE POCKET DOOR 6'-0"W x 8'-0"H POCKET DOOR 3'-0"W x 8'-0"H MARKER WINDOW TYPE WINDOW SIZE GLAZING MATERIAL FINISH EXTERIOR A2 FIXED WINDOW 12'-10"W x HT. VARIES TEMPERED ALUMINUM / GLASS POWDER COATED B 5'-0"W x 9'-2"H TEMPERED ALUMINUM / GLASS POWDER COATED 4'-0"W x HT. VARIES TEMPERED ALUMINUM / GLASS POWDER COATED C1 6'-2"W x 2'-3"H FIXED WINDOW A1 FIXED WINDOW 12'-10"W x HT. VARIES TEMPERED ALUMINUM / GLASS POWDER COATED FIXED WINDOW 5'-0"W x HT. VARIES TEMPERED ALUMINUM / GLASS POWDER COATEDC2FIXED WINDOW FIXED WINDOWO2 POWDER COATED ALUMINUM / GLASSTEMPERED 6'-2"W x 2'-6"HFIXED WINDOWO1 POWDER COATED ALUMINUM / GLASSTEMPERED 7'-6"W x 2'-3"HFIXED WINDOWN2 POWDER COATED ALUMINUM / GLASS 7'-6"W x 2'-6"HFIXED WINDOWN1 POWDER COATED ALUMINUM / GLASS 2'-4"W x 13'-7"HFIXED WINDOWM POWDER COATED ALUMINUM / GLASSTEMPERED 8'-0"W x HT VARIESFIXED WINDOWL POWDER COATED ALUMINUM / GLASS 5'-0"W x 8'-2"HFIXED WINDOWK2 POWDER COATED ALUMINUM / GLASS 6'-6"W x 2'-4"H 5'-0"W x HT VARIES ALUMINUM / GLASS POWDER COATEDD1FIXED WINDOW FIXED WINDOWK1 ALUMINUM / GLASS POWDER COATEDD2FIXED WINDOW 6'-6"W x 4'-4"H POWDER COATED ALUMINUM / GLASSTEMPERED 8'-9"W x 3'-2"HFIXED WINDOWJ POWDER COATED ALUMINUM / GLASS 13'-4"W x HT VARIESFIXED WINDOWI POWDER COATED 4'-4"W x 2'-4"H ALUMINUM / GLASS ALUMINUM / GLASS POWDER COATEDE1FIXED WINDOW 8'-0"W x HT. VARIES ALUMINUM / GLASS POWDER COATEDE2FIXED WINDOW 4'-4"W x 4'-4"H 4'-4"W x 2'-4"H FIXED WINDOW ALUMINUM / GLASS POWDER COATEDF1FIXED WINDOW H ALUMINUM / GLASS POWDER COATEDF2FIXED WINDOW 4'-4"W x 4'-4"H 2'-0"W x HT. VARIES TEMPERED ALUMINUM / GLASS POWDER COATEDGFIXED WINDOW POWDER COATED ALUMINUM / GLASS SCALE: 1/4" = 1'-0"1 EXTERIOR DOOR ELEVATIONS SCALE: 1/4" = 1'-0"2 INTERIOR DOOR ELEVATIONS SCALE: 1/4" = 1'-0"3 WINDOW ELEVATIONS SCALE: 1/4" = 1'-0"4 WINDOW ELEVATIONS EXTERIOR DOOR SCHEDULE INTERIOR DOOR SCHEDULE WINDOW SCHEDULE 61 P 1 SHEET TITLE DESCRIPTION PROJECT NO: LVL.002 COMMENCEMENT DATE: 2/23/2022 DRAWN BY: SPP CHK'D BY: GSY PUBLISHED DATE: 8/31/2022 MARK DATE E-100 REVISIONS PLAN CHECK CORRECTIONS7/26/22 CITY APPROVAL STAMP 72240 UPPER WAY OWNER/APPLICANT :72240 UPPER WAYPALM DESERT, CA 92260 MICHAEL & TREA REILLY OCCUPANCY : PROJECT ADDRESS : SINGLE FAMILY AREA TABULATIONS: PROPOSED GUEST HOUSE:1,103 SQ.FT. TYPE V NON - RATED PALM DESERT, CA 92260 APN # 628-130-007 FEMA FLOOD DESIGNATION: PROJECT AREAS: TOTAL LOT AREA: 220,553.33 SF 100 % EXISTING RESIDENCE & GARAGE:2,873 +/- SF 1.30 EXISTING PAVEMENT: 2,067 +/- SF 0.94% PROPOSED CASITA: 1,103 +/- SF 0.50% PROPOSED PAVEMENT: 2,550 +/- SF 1.16% PROPOSED TOTAL COVERAGE: 8,602 +/- SF 3.90% BUILDING TYPE: RESIDENTIAL BUILDING AREA: 1,103 SF .50% PRIVATE RODOLFO LIZARDEA Guest House Reilly Residence for 72-240 Upper Way Cover SheetC-1 GENERAL Precise Grading Plan1 of 3 Precise Grading Plan2 of 3 Floor PlanA2.0 Roof PlanA2.1 ElvetaionsA3.0 Cover Sheet - LandscapeCS-1 Irrigation PlanIR-1 Irrigation DetailsIR-2 Planting PlanP-1 Planting DetailsP-2 Precise Grading Plan3 of 3C:\Users\SPorter\Desktop\SPP Design\2022\LVL.002 - Upper Way\Upper Way MASTER.pln72240 UPPER WAY WEST PALM DESERT, CA 92260 ELECTRICAL PLAN GUEST HOUSE FOR MICHAEL & TREA REILLY STEVEN P. PORTER email: sppdesign@gmail.com PDESIGN 29590 Landau Blvd #1 Cathedral City, CA 92234 telephone: (760) 808-9487 S 1 NWD1 A-130 4 A-130 3 A-13012'-0" AT LOW POINT 15'-7" AT HIGH POINT 15'-7" AT HIGH POINT 10'-1" AT LOW POINT 200A ELECTRICAL PANEL PHOTOCELL HOSE BIB LAUNDRY LIVING ROOM BATH #1 BEDROOM #1 ENTRY VARIES VARIES COVERED CARPORT VARIES VARIES VARIES VARIES W W 3-WA Y 3-WA Y 3-WA Y 3-WA Y VSVSVS TV GFCI GFCI TVTVWP GFCI WP GFCI 2 A-130 BEDROOM #2 BATH #2 AUTO AUTO LIGHT FIXTURE PER ELECTRICAL PLAN LIGHT FIXTURE PER ELECTRICAL PLAN LIGHT FIXTURE PER ELECTRICAL PLAN LIGHT FIXTURE PER ELECTRICAL PLAN LIGHT FIXTURE PER ELECTRICAL PLAN #' - #" EXTERIOR SOFFITS: PLASTER W/ PAINT FINISH INTERIOR CEILINGS: GYPSUM BOARD W/ PAINT FINISH CEILING HEIGHT INDICATOR LIGHT FIXTURE: 6" RECESSED LED CEILING FAN TO BE SELECTED BY OWNER SINGLE POLE DIMMER SWITCH MOUNTED @ 48" A.F.F. UNLESS NOTED OTHERWISE 120V DUPLEX RECEPTACLE CONVENIENCE OUTLET MOUNTED AT 12" ABOVE FLOOR UNLESS NOTED OTHERWISE (TAMPER RESISTANT) 120V DUPLEX CONVENIENCE RECEPTACLE W/ GROUND FAULT CIRCUIT INTERRUPTER (TAMPER RESISTANT) SWITCH MOUNTED AT 48" A.F.F. UNLESS NOTED OTHERWISE, SINGLE POLE WITH VACANCY SENSORVS GFCI 120V OR 240V WEATHERPROOF DUPLEX RECEPTACLE W/ GROUND FAULT CIRCUIT INTERRUPTER (TAMPER RESISTANT) WP GFCI LIGHT FIXTURE: EXTERIOR WALL SCONCE LIGHT FIXTURE: 6" RECESSED LED, LABELED 'SUITABLE FOR DAMP LOCATIONS' W SMOKE ALARM, ICC APPROVED, CEILING MOUNTED, U.N.O. 110V, INTERCONNECTED AND HARDWIRED, PROVIDED WITH A BATTERY PACK CARBON MONOXIDE, CEILING MOUNTED, U.N.O. 110V, INTERCONNECTED AND HARDWIRED, PROVIDED WITH A BATTERY PACK EXHAUST FAN SCALE: 1/4" = 1'-0"1 ELECTRICAL PLAN LEGEND GENERAL NOTES 1. FOR THE BATHROOM, RECEPTACLE OUTLETS SHALL BE SUPPLIED BY DEDICATED 20 AMP BRANCH CIRCUIT PER CEC 210.11(C)(3). THIS CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC. (EXCEPTION: WHERE THE CIRCUIT SUPPLIES A SINGLE BATHROOM, OUTLETS FOR OTHER EQUIPMENT WITHIN THE SAME BATHROOM SHALL BE ALLOWED). 2. FOR THE KITCHEN, i) A MINIMUM OF TWO 20-AMP DEDICATED CIRCUITS SHALL BE PROVIDED FOR SMALL APPLIANCES. CEC 210.52(C)(3). ii) WALL SPACES ALONG THE KITCHEN COUNTERTOP SHALL BE PROVIDED WITH RECEPTACLES SUCH THAT NO POINT ALONG THE WALL LINE IS MORE THAN 24 INCHES, MEASURED HORIZONTALLY, FROM A RECEPTACLE OUTLET IN THAT SPACE. CEC 210.52(C)(1). iii) ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE RECEPTACLES ON THE KITCHEN COUNTERTOP TO BE GFCI PROTECTED. CEC 210.8 3. FOR THE LAUNDRY ROOM, LAUNDRY RECEPTACLE OUTLET TO BE SUPPLIED BY A DEDICATED 20 AMP BRANCH CIRCUIT PER CEC 210.11(C)(2). 4. FOR RECEPTACLES, LOCATED OUTDOORS, SHALL BE GFCI PROTECTED AND WEATHERPROOF PER CEC 210.8 AND 406.9(B). 5. ALL 120-VOLT, SINGLE PHASE, 15 AND 20 AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS INSTALLED IN DWELLING UNIT KITCHEN, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT INTERRUPTER. 6. ALL 125-VOLT, 15 AND 20 AMPERE RECEPTACLE OUTLETS SHALL BE LISTED TAMPER-RESISTANT RECEPTACLES PER CEC 406.12. 7. SPECIFY ALL INSTALLED LUMINAIRES TO BE HIGH-EFFICACY IN ACCORDANCE WITH CENERGYC TABLE 150.0-A. CENERGYC 150(k)(1)(A). 8. AT BATHROOMS, GARAGES, AND LAUNDRY ROOMS, SPECIFY AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES TO BE CONTROLLED BY A VACANCY SENSOR PER CENERGYC TABLE 150(K)(2)(1). 9. FOR RECESSED LUMINAIRES, SPECIFY FIXTURES TO BE LISTED FOR ZERO CLEARANCE INSULATION CONTACT (IC) BY UL OR OTHER NATIONALLY RECOGNIZED TESTING/RATING LABORATORY. CEC 150(K)(1)(C). 10. SPECIFY LUMINAIRES THAT ARE NOT CONTROLLED BY OCCUPANCY OR VACANCY SENSORS TO HAVE DIMMING CONTROLS. CENERGY TABLE 150(K)(2)(J). 62 63 Design Review 24-0005 72240 Upper Way West PALM DESERT ARCHITECTURAL REVIEW COMMISSION JULY 23, 2024 7/23/2024 AGENDA ITEM 8.B 1 Project Request Project Applicant: The proposal is a request by Michael Reilly (Applicant) for consideration of a Design Review to approve an amendment to the architecture for a guesthouse, located at 72240 Upper Way West In 2021, the Applicant submitted a Precise Plan (PP21-0005) to construct an 1,103-sf guesthouse on a property with an existing single-family home located at 72240 Upper Way West, within the Hillside Preservation Residential (HPR) zone. Precise Plan 21-0005 was ultimately approved by the City Council on April 14, 2022, via Resolution 2022-28. In 2023, the Applicant prepared building construction plans and discovered that the location of the guesthouse was within an easement that doesn’t allow structures. 27/23/2024 AGENDA ITEM 8.B ARC Approval The ARC approved the design review for this project on February 8, 2022, subject to the following conditions: 1)Explore other material options for stone veneer detail with consideration to angular cuts necessary for application of material, if stone veneer is not used a dark color should be used in this area to assist with breaking up façade; 2)Consider increasing the massing of areas which the stone veneer is applied; 3)Street exposed windows should be recessed; 4)Fascia should be a metal material, avoid use of wood; 5)Incorporate different materials/color for cool roof instead of proposed white to minimize contrast to surrounding natural environment; and 6)Staff shall develop conditions of approval that assure all exterior building finishes, paving, ground covers, and re-naturalized slopes are appropriate to the hillside area prior to the project proceeding to Planning Commission 37/23/2024 AGENDA ITEM 8.B Vicinity Map 47/23/2024 AGENDA ITEM 8.B Project Summary The Applicant applied to amend the approved Precise Plan, to move the 1,103-sf guesthouse to a new, allowable location on the property. The Project would require Planning Commission and City Council approval. Applicant revised the location to be setback 26’ from the side and 113’ from the rear. There are no modifications to the rest of the property or originally approved project. Only revisions are to location and architecture. 7/23/2024 AGENDA ITEM 8.B 5 Project Summary The architecture of the proposed guesthouse is desert contemporary and characterized by a butterfly-shaped roof and earth tone finishes, similar to the previous approval. As a response to the original ARC conditions in 2022, the Applicant revised as follows: 1) The guesthouse will not include a stone veneer element and will instead utilize smooth stucco finish throughout the building with a Gobi Desert paint finish. 2) The top of the flat roof color is Desert Tan and the fascia material is metal. Other applicable conditions provided by ARC in 2022 have been recommended by Staff to remain as conditions of approval for this project. 7/23/2024 AGENDA ITEM 8.B 6 77/23/2024 AGENDA ITEM 8.B 87/23/2024 AGENDA ITEM 8.B 97/23/2024 AGENDA ITEM 8.B Proposed Approved 107/23/2024 AGENDA ITEM 8.B Proposed Approved Recommendation Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Amendment to the approved Design Review with the following conditions: 1)Street exposed windows should be recessed; 2)Staff shall develop conditions of approval that assure all exterior building finishes, paving, ground covers, and re-naturalized slopes are appropriate to the hillside area prior to the project proceeding to Planning Commission 117/23/2024 AGENDA ITEM 8.B 64 Page 1 of 6 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: July 23, 2024 PREPARED BY: Carlos Flores, AICP, Principal Planner REQUEST: CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A MULTITENANT MONUMENT SIGN FOR AN EXISTING COMMERCIAL BUILDING LOCATED AT 44795 SAN PABLO RECOMMENDATION: Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review as proposed. BACKGROUND/ANALYSIS: Executive Summary: The Applicant, Signarama, is requesting approval of a new multi -tenant monument sign for an existing commercial building located at 44795 San Pablo. The monument sign will be installed in a landscaped area behind the sidewalk fronting San Pablo, approximately 181 feet south of San Gorgonio Way. Case No.: SARC24-0006 Project Summary: The Applicant is requesting approval for a new, illuminated, multi-tenant monument sign with two (2) panels to identify two (2) existing businesses located on San Pablo. A. Property Description The Sign will be located in a landscaped area behind the sidewalk fronting the west side of San Pablo, south of San Gorgonio Way. The Sign will identify an existin g multi-tenant commercial building (Building) at 44795 San Pablo, located on an 0.45 -acre parcel. The Building currently has two tenants: “Mi Cultura” restaurant and “The Real Italian Deli and Bakery”. The project site is fully developed with sidewalk, parking, and landscaping. The Sign is proposed to be located on an approximately 321 square foot landscape island. B. Zoning, General Plan and Adjacent Uses Table 1 – Land Use Designations and Uses Existing Uses General Plan Zoning Project Site Existing Multi-tenant Commercial Building Downtown Downtown Core Overlay (D-O) North Existing Commercial Building Downtown Downtown Core Overlay (D-O) 65 Architectural Review Commission City of Palm Desert SARC24-0006 San Pablo Monument Sign Page 2 of 6 South Existing Multi-tenant Commercial Building Downtown Downtown Core Overlay (D-O) East Existing Multi-tenant Commercial Building Downtown Downtown Core Overlay (D-O) West Existing Apartments Downtown Downtown C. Project Description The Applicant is requesting approval for a new, illuminated, single-sided, multi-tenant monument sign (Sign) with two (2) panels to identify two (2) existing businesses (“Mi Cultura” and “The Real Italian Deli and Bakery”) located on San Pablo. Approval of the design review would provide the sign criteria and guidelines for the Sign, including dimensions, location, illumination, and construction. Site Plan The sign is proposed within an approximate ly 321 square foot landscaped island, adjacent to existing parking. As shown on the site plan below, the sign is proposed 35 feet from the face of the curb fronting San Pablo and approximately 181 feet south of San Gorgonio Way. Exhibit 1 – Site Plan 66 Architectural Review Commission City of Palm Desert SARC24-0006 San Pablo Monument Sign Page 3 of 6 Architecture The Sign proposed is an internally illuminated, single-sided monument sign, with two panels, an aluminum skin and frame, and 3/8” clear acrylic push thru panel, as shown in Exhibit 2 below. The Sign will be framed with a 2’ x 2” x 1/8” aluminum frame bordering each sign and placed on top of an aluminum base measuring 6” in height and 77” in length. The Sign will be installed with an 18” x 96” concrete footing. The Sign frame will be a white “Swiss Coffee” color and the aluminum base a ”Tawny Amber” color, both intended to match the existing building , with a semi- gloss finish. The Sign will measure a total of 6’ in height, 8’ in length, and 18” in depth. Exhibit 2 – Sign Elevations Landscaping No new landscaping is proposed as part of this project as the proposed location is fully landscaped with decomposed granite (DG), two (2) trees, and shrubs. Zoning Ordinance Summary: Pursuant to Section 25.68.050 of the Palm Desert Municipal Code (PDMC), all freestanding signs (monument signs) require Architectural Review Commission (ARC) review and approval. The standards for permanent identification signs are listed under Section 25.56.070 (D) and Section 25.56.080 (B)(2) of the Sign Ordinance. Compliance with the PDMC is summarized on the next page on Table 2. 67 Architectural Review Commission City of Palm Desert SARC24-0006 San Pablo Monument Sign Page 4 of 6 Table 2 – Monument Sign Conformance Determination Standard Ordinance Project Conformance Determination Sign Area 50 sf 48 sf Yes Sign Height 6 feet 6 feet Yes Number per Frontage 1 1 Yes Illumination Yes Yes Yes Landscape Area Location 24 sf 321 sf Yes Per PDMC 25.56.030 (E), when approving or rejecting a sign permit application, the ARC shall consider the design review criteria provided below and shall make the following findings: 1. That the sign is necessary for the applicant’s enjoyment of substantial trade and property rights. The sign is necessary to provide adequate identification to the multi-tenant building's customers and employees. It is located on a street with multiple multi-tenant commercial buildings and will provide identification for the two (2) existing restaurants. 2. That the sign is consistent with the intent and purpose of this chapter and title. The sign is consistent with the intent and purpose of the Sign Ordinance as the sign is designed in harmony with the existing building and complies with all applicable development standards, as identified in the staff report and Table 2. 3. That the sign does not constitute a detriment to public health, safety, and welfare. The design of the sign does not constitute a detriment to public health, safety, and welfare, as it does not incorporate elements that are distracting or intrusive to motorists or pedestrians. The placement of the sign is not anticipated to create sight obstructions to motorists or pedestrians, as it is setback away from any line of site areas, adjacent streets, and drive aisles. The proposed sign is setback 35 feet from the face of the street curb. 4. That the size, shape, color, height, and placement of the sign is compatible with and will have a harmonious relationship with the building it identifies, the surrounding neighborhoods, and other signs in the area. The size of the sign complies with the development standards established in the City's Sign Ordinance, as shown in Table 2 of the report. The sign's location in the landscaped area within the parking lot is typical of other monument signs. The sign incorporates a white “Swiss Coffee” and a “Tawny Amber” color that match the existing building it 68 Architectural Review Commission City of Palm Desert SARC24-0006 San Pablo Monument Sign Page 5 of 6 identifies. The proposed signage materials, logo, paint color, and illumination will provide a high-quality visual appearance that identifies the existing building and restaurants. 5. That both the location of the proposed sign and the design of its visual elements (lettering, words, figures, colors, decorative motifs, spacing, and proportions) are legible un der normal viewing conditions prevailing where the sign is to be located. The sign is oriented to be visible to pedestrians and motorists traveling along San Pablo. The sign text and logos are contrasted on a white background to provide legible text and visuals in normal viewing conditions. The sign is also internally illuminated to allow for visibility in non-daylight hours. 6. That the location, height, and design of the proposed sign does not obscure from view or unduly detract from existing or adjacent signs and does not in any way compromise the health or safety of any person(s). As proposed, the maximum height of 6 feet conforms to the Ordinance and is setback 35 feet from the face of the San Pablo curb. The sign’s proposed location, height, and design does not obscure the view or unduly detract from any existing signs in the vicinity, and it does not adversely affect public health, safety, or welfare. 7. That the location and design of the proposed sign and its size, shape, illumination, and color are compatible with the visual characteristics of the surrounding area so as not to detract from or cause depreciation of the value of adjacent developed properties. The sign is compatible with the design of the building and meets the requirements established in Table 25.56-2 for commercial signage, so it will not adversely impact nor generate bright or direct lighting impacting the character of adjacent residential uses. The sign would feature internally illuminated panels. 8. That the location and design of a proposed sign in close proximity to a residential district does not adversely affect the value or character of the adjacent residential uses. The sign is located within the Downtown zoning district and as identified in Table 1, is surrounded by Downtown district zoning designations. To the west there is an existing Apartment complex, within the Downtown district; the sign is not visible to the Apartment Complex. 9. That any neon tubing used in conjunction with any sign is incorporated as an integral part of the sign design with careful attention to color, intensity of light, and the use of colors that are not overly bright. Neon tubing is not proposed as part of the monument sign. The sign will be internally illuminated by light emitting diodes (LED) in a manner that complies with the Sign Ordinance requirements for cabinet signs. 69 Architectural Review Commission City of Palm Desert SARC24-0006 San Pablo Monument Sign Page 6 of 6 10. That the quantity of information displayed in the sign does not cause visual clutter. The text displayed on the signs will be limited to identifying two (2) existing businesses and only include business names and logos. ATTACHMENTS: 1. Project Plans 70 East ELEVATION The Real Italian Deli 44795 San Pablo Ave Palm Desert, CA 92260 604-290-8867 760-xxx-xxxx Same 830131 C45, C61/D42 97005491 Total Signage 48 S.F. Total Building Frontage 120 L.F. 1938807 Salesperson: 41945 BOARDWALK, SUITE L PALM DESERT, CA 92211 PH 760.776.9907 / FX 760.776.9844 A1 119604 7 06/25/2024 JT GD SEE PG:A2 FOR ADDITIONAL DIMENSIONS Internally Illuminated Single Side Monument Aluminum Skin & Frame 3/8” Clear Acrylic Push-Thru Printed Vinyl Faces & Oracal 8300 Series 031 Red Oracal 8300 Series060 Dark Green Cabinet Color to Match Existing Building L.E.D. Color: White 7000K 71 East ELEVATION The Real Italian Deli 44795 San Pablo Ave Palm Desert, CA 92260 604-290-8867 760-xxx-xxxx Same 830131 C45, C61/D42 97005491 1938807 Salesperson: 41945 BOARDWALK, SUITE L PALM DESERT, CA 92211 PH 760.776.9907 / FX 760.776.9844 A2 119604 7 06/25/2024 JT GD 12 VOLT L.E.D. DRIVER DISCONNECT SWITCH HOUSE POWER 18”18” .040 ALUMINUM RETURNS 2” ALUMINUM RETAINER L.E.D. MODULE ROUTED .080” ALUMINUM FACES 3/8” PUSH-THRU ACRYLIC VINYL FACE #8 SHEET METAL SCREW LOW VOLTAGE WIRE WIRE NUTS SINGLE SIDED MONUMENT SECTION INTERNALLY ILLUMINATED L.E.D. 72 S N W E East ELEVATION The Real Italian Deli 44795 San Pablo Ave Palm Desert, CA 92260 604-290-8867 760-xxx-xxxx Same 830131 C45, C61/D42 97005491 1938807 Salesperson: 41945 BOARDWALK, SUITE L PALM DESERT, CA 92211 PH 760.776.9907 / FX 760.776.9844 A3 119604 7 06/25/2024 JT GD 35’-0”FROM FACE OF CURB SAN PABLOMONUMENTLOCATION 73 74 SARC24-0006 44795 SAN PABLO MONUMENT SIGN PALM DESERT ARCHITECTURAL REVIEW COMMISSION JULY 23, 2024 7/23/2024 AGENDA ITEM 8.C 1 Project Request Project Applicant: The Applicant, Signarama, is requesting approval of a new multi-tenant monument sign for an existing commercial building located at 44795 San Pablo. The monument sign will be installed in a landscaped area behind the sidewalk fronting San Pablo, approximately 181 feet south of San Gorgonio Way. The Applicant is requesting approval for a new, illuminated, multi-tenant monument sign with two (2) panels to identify two (2) existing businesses (Mi Cultura and The Real Italian Deli and Bakery) located on San Pablo. 27/23/2024 AGENDA ITEM 8.C Vicinity Map 37/23/2024 AGENDA ITEM 8.C 47/23/2024 AGENDA ITEM 8.C 57/23/2024 AGENDA ITEM 8.C 67/23/2024 AGENDA ITEM 8.C Recommendation Staff recommends the ARC determines that the requirements of the findings have been met based on the analysis and approves the Design Review 77/23/2024 AGENDA ITEM 8.C CITY OF PALM DESERTATTENDANCE REPORTAdvisory Body: Architectural Review CommissionPrepared By:Year2024 2023 2023 2023MonthDate 9-Jan 24-Jan 13-Feb 27-Feb 12-Mar 26-Mar 9-Apr 23-Apr 14-May 28-May 11-Jun 25-Jun 9-Jul 25-Jul 8-Aug 22-Aug 12-Sep 26-Sep 10-Oct 24-Oct 14-Nov 28-Nov 12-Dec 28-DecBlakeley, James EdwardEEEEP - PPE P PP-PP - P-EPP - P -60Colvard, Dean WallacePPPPP - PE P P PP-PP - P-PEE - P -30Latkovic, NicholasPPPPP - PP P P PP-PP - P-PPP - E -10McAuliffe, MichaelPPPPP - PP P P PE-PP - P-PPP - P -10McIntosh, JamesEPPPP - PE P E PP-EA - P-PPP - P -51Sanchez, FranciscoPPPE P - PP P P PP-PP - P-PPP - P -10Vuksic, JohnPPPPP - PP P P PP-PP - P-PEP - P -10Palm Desert Municipal Code 2.34.010:PPresentAAbsentEExcused- No meeting2024Total AbsencesOct Nov Dec202320232024 2024 2024M. GonzalezTwice Monthly: Six unexcused absences from regular meetings in any twelve-month period shall constitute an automatic resignation of members holding office on boards that meet twice monthly.Total Unexcused AbsencesJan Feb Mar Apr May Jun Jul Aug Sep20232024 2024202375