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HomeMy WebLinkAbout2025-10-14 ARC Regular Meeting Agenda Packet ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT MEETING AGENDA Tuesday, October 14, 2025 12:30 p.m. Administrative 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/88270234862 or call (213) 338-8477, Zoom Meeting ID: 882 7023 4862 • 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.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. Because the Brown Act does not allow the 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. 4.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 Agenda 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. 4.a APPROVAL OF MINUTES 5 RECOMMENDATION: Approve the Architectural Review Commission Regular Meeting Minutes of August 12, August 26, and September 9, 2025. 1. Approve the Architectural Review Commission and Planning Commission Joint Study Session Minutes of September 23, 2025. 2. 5.BUSINESS ITEMS Items listed in this section are presented for the Commission's review and action. Public comment is allowed on each item, with a three-minute time limit for each speaker. The Commission may provide direction, request additional information, or take action as appropriate. 5.a CONSIDERATION OF ROOFTOP EQUIPMENT SCREENING APPROVAL FOR DESERT KID COFFEE AT 44850 SAN PABLO AVENUE 23 RECOMMENDATION: Staff recommends that the Architectural Review Commission (ARC) find that the original equipment screening method proposed in building permit TIMP25-0031 does not meet the required findings for approval. Staff further recommends that the ARC find that the revised screening method, as presented in the set of plans submitted with this Design Review Application (MISC25-0025), satisfies the findings necessary for approval Architectural Review Commission Regular Meeting October 14, 2025 2 5.b CONSIDERATION OF A REQUEST FOR APPROVAL OF A HEIGHT EXCEPTION TO PERMIT THE DEVELOPMENT OF A NEW SINGLE- FAMILY RESIDENCE LOCATED AT 47600 SILVER SPUR TRAIL 245 RECOMMENDATION: Staff recommends that the Architectural Review Commission (ARC) determine that the findings required for approval have been met and approve the Residential Height Exception subject to the following conditions: The single family home shall conform to the plans and elevations submitted and approved by ARC, including the maximum building height of 17 feet 6 inches measured from finished grade. 1. The maximum building height shall not exceed 17 feet 6 inches as approved. Any future increase in height shall require separate review and approval by ARC. 2. The exterior materials and color palette shall be consistent with the approved Desert Contemporary design, utilizing neutral earth tones. 3. The structure shall maintain all required setbacks and site design standards per the R-1 Residential Single Family zoning requirements, ensuring no encroachment on neighboring properties. 4. 6.INFORMATIONAL REPORTS 6.a COMMITTEE MEETING UPDATES 6.a.1 Cultural Arts Committee Liaisons provide updates to facilitate communication between the Cultural Arts Committee and the Architectural Review Commission. These are informational items with no formal action. 6.a.2 ARC Subcommittee A subcommittee member will provide an update to the Commission to confirm that final construction drawings for larger projects substantially conform to the conditions of ARC approval. 6.b CITY STAFF City staff will provide updates on relevant projects, activities, and other matters within the Commission's scope. These are informational items with no formal action. 6.c ATTENDANCE REPORT 285 7.REQUESTS FOR ACTION Commissioners may propose future agenda items within the Commission's scope. Items that receive support from at least one other Commissioner may be placed on a future agenda for discussion and possible action. No formal action may be taken at this time. 8.ADJOURNMENT The next Regular Meeting will be held on October 28, 2025, at 12:30 p.m. Architectural Review Commission Regular Meeting October 14, 2025 3 9.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/ Monique Lomeli, CMC Senior Deputy Clerk Architectural Review Commission Regular Meeting October 14, 2025 4 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT REGULAR MEETING MINUTES 1. CALL TO ORDER A Regular Meeting of the Architectural Review Commission was called to order by Chair Vuksic on August 12, 2025, at 12:31 p.m. in the Development Services Conference Room, City Hall, located at 73-510 Fred Waring Drive, Palm Desert, California. 2. ROLL CALL 3. APPOINTMENT OF CHAIRPERSON AND VICE-CHAIRPERSON FOR FISCAL YEAR 2025-2026 Deputy Director Flores provided a brief overview of the newly implemented rotational appointment for the Chair and Vice Chair as outlined in the City Clerk memo provided in the agenda. Chair Vuksic called for a motion to approved the appointment of Commissioner McIntosh as Chair and Commissioner Blakeley as Vice Chair. Commissioner Colvard called to approve the appointments of Commissioners McIntosh and Blakeley. Commissioner Gregory seconded the motion. Motion by: Commissioner Colvard Seconded by: Commissioner Gregory Motion Carried (6 to 0) 4. NON­AGENDA PUBLIC COMMENT None 5 Architectural Review Commission Meeting Minutes August 12, 2025 2 5. CONSENT CALENDAR Chair McIntosh opened up the public comment period. With no members of the pu blic wishing to speak, Chair McIntosh closed the public comment period. The Consent Calendar was approved as presented. Motion by: Chair Vuksic Seconded by: Commissioner Blakeley Motion Carried (6 to 0) 5.a APPROVAL OF MINUTES Motion by: Chair Vuksic Seconded by: Commissioner Blakeley The Architectural Review Commission (ARC) regular meeting minutes of June 24, 2025, were approved as presented. Motion Carried (6 to 0) 6. BUSINESS ITEMS 6.a APPOINTMENT OF CULTURAL ARTS COMMITTEE LIAISON FOR FISCAL YEAR 2025-2026 Chair McIntosh called for nominations for a commission liaison for the Cultural Arts Committee. Chair McIntosh moved to reappoint Commission Colvard as liaison for the Cultural Arts Committee. Commissioner Vuksic seconded the motion. Motion by: Commissioner McIntosh Seconded by: Chair Vuksic Motion Carried (6 to 0) 6.b CONSIDERATION FOR DESIGN REVIEW APPROVAL FOR A PRIVATE PICKLEBALL COURT AT 73481 PURSLANE Assistant Planner Aguirre narrated a PowerPoint presentation on the item and responded to Commission inquiries. Shawn Rost, Applicant, was present in- person. Chair McIntosh opened the public comment period and invited the applicant to speak. Shawn Rost, Applicant, introduced himself and answered questions from the Commission. Mr. Rost spoke in favor of the project and asked that the Commission approve the project as presented. He shared information regarding the noise study noting the noise consultant pointed out several conditions of the home which help mitigate noise being carried out to the surrounding area. He further shared he self-reported not having permitted the sports court asserting he does not want to sidestep any process or approval and did not intend to do anything wrong. Mr. Rost stated his intentions were not to disrupt those around 6 Architectural Review Commission Meeting Minutes August 12, 2025 3 the property and shared his desire to correct the issue, adding that his project otherwise complies with the code. Evan Dockser, Palm Desert Resident, spoke in opposition to the project. Mr. Dockser expressed concerns regarding the property, noting it is currently in escrow and has undergone extensive renovation. He stated to his understanding after speaking with staff that the pickleball court may not have been approved due to setback requirements. He further stated concerns that the applicant built the pickleball court and asked for forgiveness instead of permission and does not feel the Commission should approve or allow the court. Kitty Dockser, Palm Desert Resident, spoke in opposition to the project. Mrs. Dockser raised concerns about the noise study because the consultant was hired by the applicant. She further voiced concerns that the renovation has been noisy and with the sale of the property there will be no requirements which will prohibit the number of consecutive and concurrent recreational users for the pickleball court. She encouraged commissioners to see the existing conditions and asked that a licensed surveyor confirm the dimensions, including the setbacks. Mrs. Dockser asserted that approval of the project would set a concerning precedent and would be a detriment to the surrounding neighbors. Kent Stone, Palm Desert Resident, observed the request is difficult because approval is being sought after the project has been built. He stated that identifying these issues needs to start sooner in the process of approved plans to construction plans so you are not having to approve construction after the fact. He asserted that intervention for the court’s construction should have been addressed earlier to avoid having upset neighbors and community members. Shawn Rost, Applicant, stated since the pickleball court has been built it has only been played on once and added that they have not made noise, any noise was from another source. He reiterated he is not trying to sidestep the process and self-reported the court’s construction without a permit. Mr. Rost stated he is requesting approval for a project that meets city standards. With no other members of the public wishing to comment, Chair McIntosh closed the public comment period. Discussion on the item ensued with Commissioners providing comments on the project. Motion by: Commissioner Gregory Seconded by: Commissioner Blakeley Motion carried to continue Case No. MISC25-0018 to a date uncertain with the following comments: 1. Provide a survey of the property drafted by a license surveyor to confirm setbacks. 2. Sound engineer who provided noise study should be present at the next ARC review meeting to answer questions from the Commission. Motion Carried (6 to 0) 7 Architectural Review Commission Meeting Minutes August 12, 2025 4 7. INFORMATIONAL REPORTS 7.a COMMITTEE MEETING UPDATES 7.a.1 Cultural Arts Committee Commissioner Colvard provided an update for the Cultural Art Committee (CAC) reporting the CAC has approved a request to enter into a 10-year lease agreement with Golden Voice for the installation of a sculpture experience called Taffy, by artist, Stephanie Lin. The sculpture experience includes six vertical towers ranging from 25 feet to 50 feet in height and 5 feet to 7 feet in diameter. The art piece was shown at Coachella fest and will be installed at the Civic Center Park, located in the open grassy area between the skate park and City Hall north wing building. 7.a.2 ARC Subcommittee Deputy Director Flores reported the applicant for the Shadow Ridge project has construction documents which are ready for review by an ARC subcommittee. Upon request of volunteers to form an ARC subcommittee for the project, Commissioner Gregory and Chair McIntosh volunteered to review the construction documents to confirm substantial conformance. 7.b CITY STAFF Deputy Director Flores provided the following updates:  Introduced new Senior Planner, Siji Fernandez, and shared there are two additional new planners to the team, Associate Planner, Bobby Keatinge, and Assistant Planner, Payton Thomas.  A study session will be held with City Council to receive direction for procedures and standards on outdoor lighting.  Staff will look into options regarding informational or educational training for noise including process used to obtain noise studies.  Joint study sessions with ARC, PC, and potentially City Council will be held for several long-range planning projects, including Unified Development Code Update, Hillside and Downtown objective design standards, and Circulation Element.  Commissioners inquired about ways to deter developers from asking for forgiveness instead of permission for construction. 7.c ATTENDANCE REPORT The attendance report was provided with the agenda materials. The Commission took no action on this item. 8. REQUESTS FOR ACTION No requests for future agenda items were proposed. 8 Architectural Review Commission Meeting Minutes August 12, 2025 5 9. ADJOURNMENT The Architectural Review Commission adjourned at 2:20 p.m. Respectfully submitted, _________________________________________________ Melinda Gonzalez, Executive Administrative Assistant Recording Secretary ATTEST: ___________________________________________________ Carlos Flores, Interim Deputy Director of Development Services Secretary APPROVED BY ARC: __/__/2025 9 10 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT REGULAR MEETING MINUTES 1. CALL TO ORDER A Regular Meeting of the Architectural Review Commission was called to order by Chairman McIntosh on Tuesday, August 26, 2025, at 12:30 p.m. 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 None. 4. CONSENT CALENDAR 5. BUSINESS ITEMS 5.a CONSIDERATION TO APPROVE A DESIGN REVIEW FOR THE CONSTRUCTION OF A TWO-STORY INDUSTRIAL WAREHOUSE BUILDING WITH A TOTAL AREA OF 7,624 SQUARE FEET ON A 21,446 SQUARE FOOT LOT LOCATED AT 73731 SPYDER CIRCLE Consultant Rich Malacoff, AICP, The Altum Group, narrated a PowerPoint presentation and responded to Commissioner's inquiries. Motion by: Commissioner Latkovic Seconded by: Commissioner Sanchez To approve the project with the following conditions: 1. South elevation shall mimic the north elevation in character, including the addition of window illusions/spandrel windows for visual enhancement. 11 Architectural Review Commission Regular Meeting Minutes August 26, 2025 2 2. Wainscoting on the northwest corner shall match the design used on the west elevation. 3. Lighting fixtures on the south elevation shall be lowered and/or modified to reduce glare impacting adjacent residential properties. 4. Mediterranean palm trees at the entrances shall be replaced with either Washingtonian hybrids or Date palms for improved site compatibility and safety. Motion Carried (4 to 0) 6. INFORMATIONAL REPORTS 6.a COMMITTEE MEETING UPDATES 6.a.1 Cultural Arts Committee None. 6.a.2 ARC Subcommittee Carlos Flores, Deputy Director of Development Services, reported that the ARC subcommittee met to review the Shadow Ridge residential project. Chair McIntosh and Commissioner Gregory were present. The review focused on single-family homes and landscaping. The only outstanding item concerns an increase in building heights on certain units to accommodate HVAC and other mechanical equipment. While the proposed heights remain within code requirements, the applicant is working with their architect and mechanical consultant to explore potential design modifications that could reduce the overall height. Updated plans have not yet been submitted. 6.b CITY STAFF Deputy Director Flores provided an update on upcoming City Council agenda items, staffing, and Commission meeting logistics. 6.c ATTENDANCE REPORT The attendance report was included in the agenda materials; no action was taken. 7. REQUESTS FOR ACTION None. 8. ADJOURNMENT The Architectural Review Commission adjourned at 1:15 p.m. 12 Architectural Review Commission Regular Meeting Minutes August 26, 2025 3 9. PUBLIC NOTICES ____________________________________ Monique Lomeli, CMC, Senior Deputy Clerk Recording Secretary ______________________________________________ Carlos Flores, Deputy Director of Development Services Staff Liaison 13 14 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT REGULAR MEETING MINUTES 1. CALL TO ORDER A Regular Meeting of the Architectural Review Commission was called to order by Chairman McIntosh on Tuesday, September 9, 2025, at 12:33 p.m. in the Council Chamber, City Hall, located at 73-510 Fred Waring Drive, Palm Desert, California. 2. ROLL CALL 3. NON-­AGENDA PUBLIC COMMENT None. 4. BUSINESS ITEMS 4.a CONSIDERATION TO APPROVE A SIGN PROGRAM FOR AN EXISTING, MULTITENANT COMMERCIAL BUILDING AT 72-171 HIGHWAY 111 Kayleen Aguirre, Assistant Planner, narrated a PowerPoint presentation and responded to Commission inquiries. In response to Commission inquiries, Carlos Flores, Deputy Director of Development Services, clarified the conditions of continuance provided by the Architectural Review Commission at its June 24, 2025, meeting. Glenn Davis, Signarama, applicant, responded to Commission inquiries and provided clarification regarding the number of tenant spaces and allowable signage within the sign program. Chair McIntosh opened the public comment period. There being no members of the public desiring to speak, the public comment period was closed. 15 Architectural Review Commission Regular Meeting September 9, 2025 2 Motion by: Commissioner Vuksic Seconded by: Commissioner Sanchez To approve the proposed sign program for an existing, multi-tenant commercial building at 72-171 Highway 111, as presented. Motion Carried (6 to 0) 4.b CONSIDERATION OF REVISED DESIGN REVIEW FOR A FAÇADE MODIFICATION TO EXISTING STOREFRONT FOR RESTORATION HARDWARE LOCATED AT 73100 EL PASEO, SUITES 3–10. Payton Thomas, Assistant Planner, delivered a PowerPoint presentation and responded to questions from the Commission. Brian Foust, of Foust Architecture and project applicant, presented an overview of the proposed project revisions. David Fletcher, building owner's representative, expressed support for the proposed revisions and addressed questions from the Commission. Mike Resnik, RH Architects, provided clarification regarding landscaping decisions at the rear of the building. During the course of discussion, Commissioners expressed the following:  Concerns about the proposed western elevation.  Support for retaining the existing palm trees.  Need for sconces or other design elements to the rear entrance to enhance visual continuity with the front façade.  Concerns about the recessed awnings, suggesting they be extended by three feet to create greater architectural depth. Motion by: Commissioner Vuksic Seconded by: Commissioner Sanchez To find that the revised project, Case No. MISC24-0023 (Revision), continues to satisfy all findings required for design review approval, and to approve the request subject to the following conditions: 1. The awnings shall be finished in “Heather Beige,” matching the provided physical material sample. 2. The awning depth shall be increased to 36 inches. 3. Wall sconces shall be installed on either side of the back entry. Motion Carried (6 to 0) 4.c CONSIDERATION OF A RECOMMENDATION TO PLANNING COMMISSION FOR THE APPROVAL OF A CONDITIONAL USE PERMIT (CUP25-0004) FOR 16 Architectural Review Commission Regular Meeting September 9, 2025 3 A NEW TEMPORARY MONOPOLE COMMUNICATION TOWER LOCATED AT 75178 GERALD FORD DR Deputy Director Flores delivered a PowerPoint presentation and responded to questions from the Commission. Daisy Uy Kimpang, Associate Director of Verizon Southern California Division, provided an overview of the intent for both the temporary and permanent facilities, noting a target completion timeline of four to six months, and responded to Commission inquiries. Eric Fulsang of Fulsang Architecture, Inc. addressed questions regarding the proposed movable landscaping elements, explaining the decision to maintain plants in above-ground planter boxes to avoid disturbing the ground at the temporary site. During the course of discussion, Commissioners provided feedback and suggested the addition of two 24 -inch box shrubs in temporary containers along the north and east sides of the temporary enclosure. Motion by: Commissioner Sanchez Seconded by: Commissioner Gregory To determine that the requirements of the findings have been met based on the analysis, and to approve the request with the addition of two 24 -inch box shrubs in temporary containers placed on the north and east sides of the temporary enclosure, recommending approval of the request to the Planning Commission. Motion Carried (6 to 0) 5. INFORMATIONAL REPORTS The Commission recessed at 1:53 p.m. and reconvened at 1:58 p.m. with six members present. 5.a COMMITTEE MEETING UPDATES 5.a.1 Cultural Arts Committee None. 5.a.2 ARC Subcommittee None. 5.b CITY STAFF Deputy Director Flores reported the following:  A joint study session with the Planning Commission on objective design standards for the Hillside Area is tentatively scheduled for September 23, 2025. 17 Architectural Review Commission Regular Meeting September 9, 2025 4  The development community has requested a pre-application process for ARC design review; staff is reviewing this option and will provide an update at a future meeting.  The City Council approved the appointment of Chris Escobedo as permanent City Manager, pending contract finalization.  The City Council voted to continue allowing decks on El Paseo under the state mandates which expire in June 2026.  Staff may return in early 2026 to propose an extension of the deck program. 5.c ATTENDANCE REPORT The attendance report was included with agenda materials; no action was taken. 6. REQUESTS FOR ACTION None. 7. ADJOURNMENT The Architectural Review Commission adjourned at 2:06 p.m. 8. PUBLIC NOTICES _____________________________________ Monique Lomeli, CMC, Senior Deputy Clerk Recording Secretary __________________________________________ Carlos Flores, Deputy Director of Development Services Staff Liaison 18 ARCHITECTURAL REVIEW COMMISSION & PLANNING COMMISSION CITY OF PALM DESERT JOINT STUDY SESSION MINUTES *Commissioner Gregory arrived at 12:34 p.m. 1. CALL TO ORDER - STUDY SESSION A Joint Study Session of the Palm Desert Architectural Review Commission and Planning Commission was called to order by Depu ty Director of Development Services Carlos Flores on Tuesday, September 23, 2025, at 12:30 p.m. in the Administrative Conference Room, City Hall, located at 73-510 Fred Waring Drive, Palm Desert, California. 2. STUDY SESSION TOPICS 2.1 UPDATE ON THE HILLSIDE OBJECTIVE DESIGN STANDARDS Carlos Flores, Deputy Director of Development Services, provided an overview of the Hillside Objective Design Standards (ODS) and the objectives of the study session. Consultants John Kaliski and Amee Bhatt delivered presentations on the draft standards and responded to Commission inquiries. During discussion, Commissioners provided the following feedback: Viewshed and Aesthetics  Emphasize preservation of viewsheds, particularly from public rights -of- way.  Clarify and enhance ridgeline and scenic corridor protections.  Consider including a viewshed protection ordinance or more robust viewshed-related objectives. 19 Joint Architectural Review Commission and Planning Commission Study Session Minutes September 23, 2025 2 Grading and Slope  Provide clearer direction on how grading limits apply (absolute, net, or to cut/fill individually).  Address potential unintended consequences (e.g., pushing development further upslope) and allow for discretionary action near public lands, roads, or easements.  Clarify the application of slope analysis and definition/use of ridgelines. Design Standards & Flexibility  Concerns about rigid application of standards potentially stifling strong design.  Consider introducing a clear section on exceptions and flexibility for unique site constraints.  Ensure the intent and purpose of each standard are communicated to allow for thoughtful interpretation.  Provide mechanisms for terraced or creative design approaches, especially on irregular lots.  Explore whether certain walls exceeding length limits could be allowed with exceptional design quality. Solar and Sustainability Features  Refine guidelines for solar panel placement and visibility; consider requiring south- or west-facing installations to reduce visibility.  Reevaluate setbacks for solar panels, especially the 24-inch minimum clearance; possibly increase for better performance and aesthetics.  Clarify and refine language around solar-related shading, correcting errors and ensuring appropriate sun exposure considerations. Landscape and Fencing  Define the intent behind fencing and wall limitations; ensure they support open landscape goals while still addressing functional use.  Avoid dense planting arrangements that create unintended barriers, especially where hedges are discouraged.  Clarify language in landscape sections to better reflect the balance between natural preservation and design flexibility. Design Exceptions and Discretion  Add explicit language on the process for exceptions to standards. 20 Joint Architectural Review Commission and Planning Commission Study Session Minutes September 23, 2025 3  Consider whether exceptions should be reviewed by the ARC or PC, rather than left to staff discretion, to ensure consistency and design integrity.  Address concerns about planner turnover and the risk of inconsistent interpretations.  Emphasize the importance of upholding design quality even when objective standards are technically met. Technical and Formatting Issues  Correct language and typos (e.g., shading times on west -facing walls).  Clarify technical standards such as Section 2.1.4 (Major Ridgeline Protection) and Section 2.4.13 (building wall length limitations).  Ensure utility visibility is addressed; undergrounding requirements should be explicit.  Refine terminology for features like “shade,” “solids,” and “secondary allowances” for better clarity. Implementation Considerations  Consider testing or applying the standards to existing local designs to evaluate real-world applicability.  Strengthen communication of the ODS to other departments, including Code Compliance, to support enforcement.  Ensure consistency with existing zoning, especially for the roughly 100 parcels within the Hillside Planned Residential Zone. 3. ADJOURNMENT The Joint Study Session adjourned at 2:19 p.m. 4. PUBLIC NOTICES _______________________________ Monique Lomeli, Senior Deputy Clerk Recording Secretary _______________________________________________ Carlos Flores, Deputy Director of Development Services Staff Liaison 21 22 Page 1 of 8 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: October 14, 2025 PREPARED BY: Kayleen Aguirre, Assistant Planner SUBJECT: CONSIDERATION OF ROOFTOP EQUIPMENT SCREENING APPROVAL FOR DESERT KID COFFEE AT 44850 SAN PABLO AVENUE RECOMMENDATION: Staff recommends that the Architectural Review Commission (ARC) find that the original equipment screening method proposed in building permit TIMP25 -0031 does not meet the required findings for approval. Staff further recommends that the ARC find that the revised screening method, as presented in the set of plans submitted with th is Design Review Application (MISC25-0025), satisfies the findings necessary for approval The Applicant has provided three options for materials, which ARC has the discretion to choose from and include as a condition of approval. BACKGROUND/ANALYSIS:  Case No.: MISC25-0025  Related Case No.: AUP24-0005  Related Building Permit No.: TIMP25-0031 Executive Summary: An Administrative Use Permit (AUP24-0005) was approved on October 23, 2024, for the operation of a coffee roasting facility within an existing commercial building. The café facility was approved to occupy the full 5,404 square feet of tenant space for roasting, customer seating, a coffee bar, kitchen, restrooms, and office areas. The proposed kitchen would provide light food items, including pastries and sandwiches. Following the AUP approval, a Tenant Improvement building permit (TIMP25-0031) was applied for on May 14, 2025. Planning review comments addressing equipment screening and other items were distributed on June 13 and July 21, 2025. TIMP25-0031 was subsequently issued on August 11, 2025, with the following Planning condition: “Prior to final inspection, the applicant shall submit for approval the proposed method of rooftop equipment screening. Submittal shall include updated elevations, roof plan, and all applicable plan sheet revisions. Screening shall consist of a single, continuous enclosure made of solid material, fully concealing all rooftop equipment from view on all sides, and designed to integrate cohesively with the materials and architectural style of the existing parapets.” 23 Architectural Review Commission City of Palm Desert (MISC25-0025 – Desert Kid Coffee Equipment Screening) Page 2 of 8 The Applicant is requesting that the Architectural Review Commission (ARC) waive the above Planning condition and approve the equipment screening as originally proposed in the Tenant Improvement building permit submittal. Staff recommends that the ARC deny this request. The approved Tenant Improvement p lans are available for reference in Attachment 3. In addition, the Applicant has provided a revised set of plans with an alternative screening method of the rooftop equipment. Staff recommends that the ARC approve this revised plan set, included in Attachment 2. A complete narrative of the project background and the applicant’s request is included in Attachment 1. A. Property Description The project site is developed as a tenant suite within an existing multitenant commercial building located in the San Pablo Overlay District, within the Downtown area . The site is improved with adjacent sidewalk frontage, landscaped areas, and six (6) dedicated parking spaces. Photo 1 – Northeast Corner of San Pablo and Alessandro Drive 24 Architectural Review Commission City of Palm Desert (MISC25-0025 – Desert Kid Coffee Equipment Screening) Page 3 of 8 Photo 2 – Rear and South Side of the Building on Alessandro Drive B. Zoning, General Plan and Adjacent Uses The property is zoned Downtown Core Overlay (D.O.) and is designated Downtown by the General Plan Land Use Element. Palm Desert Municipal Code (PDMC) Chapter 25.18.040 Land Use and Permit Requirements, states that restaurants may be permitted subject to th e approval of an Administrative Use Permit (AUP) pursuant to PDMC Section 25.64.040. Table 1 – Adjacent Land Uses and Designations Existing Uses General Plan Zoning Project Site Single Tenant Space within an Existing Multi-Tenant Commercial Building D.O. – Downtown Core Overlay North Restaurant without Alcohol Sales D.O. – Downtown Core Overlay South Pawnbroker D.O. – Downtown Core Overlay East Multi-Tenant Commercial Building D – Downtown District West Retail Bicycle Sales, Services, and Rentals D.O. – Downtown Core Overlay C. Project Description The Tenant Improvement building permit is for a new café business in the San Pablo corridor. Planning staff reviewed the TIMP25-0031 construction documents and determined that rooftop equipment screening was insufficient. 25 Architectural Review Commission City of Palm Desert (MISC25-0025 – Desert Kid Coffee Equipment Screening) Page 4 of 8 Revised plans have been provided by the applicant to satisfy staff’s request for a cohesive screening method for new rooftop equipment. The following revised elevations and roof p lans were submitted for ARC consideration: Elevations Front Elevation (West) Rear Elevation (East) 26 Architectural Review Commission City of Palm Desert (MISC25-0025 – Desert Kid Coffee Equipment Screening) Page 5 of 8 Right Elevation (South) Roof Plan Material Options ARC may consider the applicant’s proposed material options (Options A, B, and C) and select one for inclusion as a condition of approval. Details are provided in the Applicant’s Narrative (Attachment 1). 27 Architectural Review Commission City of Palm Desert (MISC25-0025 – Desert Kid Coffee Equipment Screening) Page 6 of 8 Option A - SleekFence Aluminum Fence System Option B - SleekFence Shadowbox Option C - Standard Equipment Screen Louvers Zoning Ordinance Summary: The project site is developed as a tenant suite within an existing multitenant commercial building located in the San Pablo Overlay District, within the Downtown area. The following findings are provided to assist the ARC in determining whether the revised rooftop equipment screening satisfies the applicable design and zoning standards pursuant to PDMC Chapter 25.72. Staff believes that plans as presented in TIMP25-0031 do not meet the findings below. Findings 1. That the proposed development conforms to all legally adopted development standards. Complies: The existing site complies with applicable zoning code requirements for height, setbacks, land use compatibility, parking, and lot coverage. The business requires 5 parking spaces, at a ratio of 3 spaces per 1,000 square feet, only accounting for 1,620 square feet of restaurant space. The parking spaces are available within the existing commercial center. The commercial center was developed with ample parking for existing multi-tenant buildings. The proposed use complies with all applicable provisions of the zoning code, including parking, and land use compatibility with the existing businesses. The rooftop equipment proposed in the revised plan set (Attachment 2) conforms with PDMC § 25.40.090C.2, which states, “All rooftop equipment in commercial and industrial zones, including heating and air conditioning units, shall be completely screened from surrounding properties by use of a wall or fence or shall be enclosed within a building .” The plans as originally presented in TIMP25-0031 would not meet this requirement. 2. 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. Complies: The proposed rooftop equipment screening in the revised plan set in Attachment 2 (“Project”) is consistent with the surrounding residential character and is not expected to negatively impact the desirability of the neighborhood. It provides sufficient screening for rooftop equipment and does not introduce traffic hazards or congestion. The project will not interfere with the use or enjoyment of neighboring properties. Rooftop screening as originally presented in TIMP25-0031 does not adequately screen equipment and creates an undesirable visual impact along San Pablo. 28 Architectural Review Commission City of Palm Desert (MISC25-0025 – Desert Kid Coffee Equipment Screening) Page 7 of 8 3. 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. Complies: The proposed Project is consistent with the character of the surrounding neighborhood, which includes a mix of restaurants and other commercial uses within the Downtown Overlay District. The proposed Project minimizes visual impact by screening all rooftop equipment appropriately and is, therefore, not detrimental to the harmonious, orderly, and attractive development envisioned by the City’s Zoning Code and General Plan. Rooftop screening as originally presented in TIMP25-0031 does not adequately screen equipment and creates an undesirable visual impact along San Pablo. 4. 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. Complies: The Applicant has provided quality material options for the rooftop equipment screening to be integrated with the architectural character of the existing building. Screening will be painted to match the building’s exterior and will effectively minimize the visual impact by fully screening all rooftop equipment from public view. As such, the proposed Project will provide a desirable addition to the San Pablo corridor that will not be detrimental to the aesthetic quality of the neighborhood. Rooftop screening as originally presented in TIMP25-0031 does not adequately screen equipment and creates an undesirable visual impact along San Pablo. 5. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. Complies: The proposed Project conforms to all land use and development requirements of the Downtown Overlay (DO) zoning district set forth by the Palm Desert Municipal Code. This includes full conformance to regulations for setbacks, allowable residential uses, and design requirements. The proposed café use is permitted with an Administrative Use Permit, and the revised rooftop screening satisfies the design standards for mechanical equipment concealment. No deviations from zoning requirements are proposed. 6. That the overall development of the land shall be designed to ensure the protection of the public health, safety, and general welfare. Complies: The proposed Project has been designed in accordance with applicable regulations and standards intended to protect public health, safety, and general welfare. The project will be subject to all required reviews and permitting processes to ensure 29 Architectural Review Commission City of Palm Desert (MISC25-0025 – Desert Kid Coffee Equipment Screening) Page 8 of 8 compliance with building, zoning, and safety codes. No evidence has been presented indicating that the height exception would result in conditions detrimental to the community. No adverse impacts to public infrastructure, emergency access, or surrounding properties are anticipated. Staff recommends denial of the original screening method and approval of the revised plan set, which satisfies the applicable design and zoning requirements. ATTACHMENTS: 1. Applicant Narrative 2. Revised Plans (MISC25-0025) 3. Approved TIMP25-0031 4. AUP24-0005 30 7755--114455 SStt CChhaarrlleess PPllaaccee,, SSttee 44,, PPaallmm DDeesseerrtt,, CCAA 9922221111 TTeelleepphhoonnee:: ((776600)) 334466--88001144 FFaaxx ((776600)) 556688--00996633 September 17, 2025 CITY of PALM DESERT Attn: Planning - Kayleen Aguirre 73510 Fred Waring Drive Palm Desert, California 92260 RE: Desert Kid Coffee – 44850 San Pablo (AUP 24-0005 / Bldg. Permit TIMP25-0031). ARC Narrative Hi Kayleen, In conjunction with our ARC Application for review and approval on one of the various options on the roof mounted equipment screen enclosures, I have prepared the following narrative for consideration: o We started on this project in June of 2024 and it took us until Oct. 23, 2025, to gain the AUP approval. This project was supposed to be limited to an Interior Remodel (T.I.). The existing building structure has 60 ft. clear span top chord bearing TJL trusses at 24” o.c. The roof truss framing system are at maximum structural capacity, so our approach has been to limit any additional loading. o During Construction Drawing development we had to design a seperate equipment platform above the kitchen to accommodate ALL new imposed equipment weights (HVAC / MAU, Kitchen hood and Exhaust). The existing structure could not handle additional loading. o Permit TIMP25-0031 dated 08/11/25. We had to weave through 7 department / agency approvals and there was NO mention of concern with the equipment enclosure we selected (See Option A exhibit), until the 11 th hour of the approval process. Planning notified us on 7/21/25 that the enclosure screens were problematic and they could not permit the project to proceed forward without these being addressed or we received ARC approval. We decided to address this after I got back from vacation on a MOU basis in order to give this issue appropriate review and study. o In review of the structural limitations of this facility and the aesthetic impact after having performed a subsequent sight line study, I would like to advocate for approval of our original equipment screen enclosure concept with a few options for the committee to consider: 1. Option A – This “Sleek Fence” product virtually eliminates the view behind the enclosure (except at the ¾” slat opening). Looking at the brochure, the trees beyond are barely discernible and this does allow for air to pass through. In reality, only a couple of feet of this product will be exposed (4-5 horizontal boards) and is located near the center of the building. This attaches to our structural equipment platform and will be painted to match the existing parapets. 2. Option B – This product is from the same manufacturer, and we would be happy to replace this SOLID panel in lieu if the open slot is an issue. 31 7755--114455 SStt CChhaarrlleess PPllaaccee,, SSttee 44,, PPaallmm DDeesseerrtt,, CCAA 9922221111 TTeelleepphhoonnee:: ((776600)) 334466--88001144 FFaaxx ((776600)) 556688--00996633 ARC Narrative Page Two … 3. Option C – This is an industry std. Equipment Screen enclosure by Architectural Louvers that has a 0% sight line at horizontal or below. The plans we have submitted with the cloud and Delta 2a have incorporated THIS product; due to the structural instability of the existing roof we widened this to 38’ to attach to our equipment platform and existing parapets rather than the roof diaphragm. Shts. A3.1, A3.5, A3.6 and A4.1 show the impact of incorporating this screen. In conclusion, I feel that the necessary width of Option C adversely impacts the rear elevation, and it is NOT a better solution than our initial screen enclosure. The sight line study on Sht. A3.6 shows the minimal height needed above existing parapets to shield the equipment, and I therefore request that you approve the original submittal with Option A or B equipment screening. Regards, Chris Mc Fadden Architect 32 2 View email in browser SLEEKFENCE · 2 Vliet Farm Rd · Asbury, New Jersey 08802 · USA update your preferences or unsubscribe OPTION - A 33 POST CAP POST HEIGHTS: • 7' • 9' • 12' WALL THICKNESS 0.138" 4"x4"x 0.138" (WALL THICKNESS) POST WITH OPTIONAL 5"x8" BASEPLATE ALUMINUM FENCE POST WITH STEEL BASEPLATE INSERT BASEPLATE WITH INSERT SIZE & ANCHORAGE TO BE DESIGNED PER SITE REQUIREMENTS SLAB OR FOOTING TO BE DESIGNED PER SITE REQUIREMENTS OPTIONAL CONCRETE MOUNT POST ADJUSTABLE MOUNTING CHANNEL FOR PANEL ATTACHMENT AT ANY ANGLE POST F-CHANNEL U-CHANNEL FENCE SLAT U-CHANNEL CAN BE MOUNTED DIRECTLY TO THE POST FOR CUSTOM BUILD ONSITE. TOP VIEW 2" GRADE LEVEL 76 1/2" PA N E L H E I G H T : 6 9 " 3" 1" NO M . H E I G H T : 7 2 " MI N . 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Our sales team is here to help. Whether you're building a custom home, managing a multi-phase development, or simply exploring new fencing styles, we offer personalized consultations to make the process simple. Need layout guidance or technical input? Our in-house engineers and CAD team are available to provide detailed drawings and support tailored to your project needs. Flexible styling – Pairs beautifully with traditional, transitional, and contemporary surroundings. Fully compatible – Works seamlessly with all SLEEKFENCE posts, gates, and mounting hardware. Call us at 1-855-875-0855, send an email to us at support@sleekfence.com, or submit a request through our support form. We’ll walk you through everything you need. Bring timeless design and modern durability to your next project with Shadowbox by SLEEKFENCE. WHY CHOOSE SHADOWBOX? 36 OPTION - C 37 38 BONE WHITE HEIRLOOM WHITE DOVE GRAY HORIZON BLUE RAWHIDE SAND STONE SLATE GRAY HAWAIIAN BLUE PUEBLO TAN SIENNA PATINA GREEN DEEP BLUE ANTIQUE BRONZE REDWOOD MEDIUM BRONZE HARTFORD GREEN BEIGE BUCKSKIN DARK BRONZE BLACK CLEAR MEDIUM BRONZE DARK BRONZE BLACK ARCHITECTURAL LOUVERS • 266 WEST MITCHELL AVENUE, CINCINNATI, OH 45232 • 888-568-8371 Slight color variation may occur in color anodized production runs. Due to variations in computer monitors, we cannot guarantee the accuracy of colors presented on-screen with actual products. Please refer to a color card or paint swatches to ensure color accuracy. 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 NAILING SCHEDULE TABLE · · · · · WOOD SHEAR AND DIAPHRAGMS: WOOD CONSTRUCTION · · · · · GENERAL NOTES AND SPECIFICATIONS WOOD WIND DESIGN SEISMIC DESIGN PARAMETERS DESIGN CBC 2022 · · · · · · BASIS OF DESIGN CONCRETE FOUNDATION, FLOOR SLABS, · CONCRETE NOTES · · · · · · · · · · · · · · ADDITIONAL NOTES RESEARCH REPORT · STRUCTURAL OBSERVATION/ SIGNIFICANT CONSTRUCTION STAGES (Only Checked items are required) Firm or Individual to be responsible for the "Structural Observation": Name:Licensed Architect:Registered Engineer: Phone:Registration Number: CONSTRUCTION STAGE Construction Type Elements/Connections to be observed Foundation Footing, Stem Walls, Piers Mat Foundation Caisson, Pile, Grade beams Stepping/Retaining Foundation, Hillside Special Anchors Others: Concrete Masonry Wood Others: Wall Steel Moment Frame Steel Braced Frame Concrete Moment Frame Masonry Moment Frame Others: Concrete Steel Deck Wood Others: Frame Diaphragm Others Rebar Size & Placement Shear Wall, Framing Connections Plywood Sheathing & Roof Nailing DECLARATION BY OWNER OR OWNER'S REPRESENTATIVE I, the owner of the project the owner's representative, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Date DECLARATION BY ARCHITECT OR ENGINEER OF RECORD ( required if the Structural Observer is different from the Architect or Engineer of Record) I, the Architect or Engineer of Record for the project, declare that the above listed firm or individual is designated by me to be responsible for the "Structural Observation'). Signature License No.Date GENERAL NOTES FOR STRUCTURAL OBSERVATION: ICC-ES REPORT # S-1.0 GENERAL NOTES S-2.0 FOUNDATION PLAN S-2.1 ROOF FRAMING PLAN S-3.0 FOUNDATION & FRAMING DETAILS S-4.0 FRAMING DETAILS SHEET INDEX SPECIAL INSPECTIONS S-3.1 FOUNDATION & FRAMING DETAILS GENERAL NOTES S-1.0 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 1A 67 FOUNDATION NOTES 1. ALL HOLDOWNS & ANCHOR BOLTS SHALL BE SET IN PLACE BY TEMPLATE PRIOR TO FOUNDATION INSPECTION. 2. ALL POSTS SHALL BE CONNECTED TO SILL PLATE WITH "A35" AT EA. SIDE TYP. UNLESS HARDWARE IS NOTED ON PLAN. 3. ALL FOOTING SHALL HAVE F'c = 2500 PSI UNLESS NOTED OTHERWISE. 4. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS BRACKETS. 5. ALL BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY. 6. ALL HOLDOWN ANCHOR NUTS SHALL BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. 7. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS. 8. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE WASHERS IN ACCORDANCE AF&PA’S 2015 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS-15) 9. FOUNDATION SILL SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE FIELD-TREATED PER AWPA M4. 10. CONTRACTOR TO VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL PLANS PRIOR TO STARTING ANY WORK. 11. ALL STUDS OVER 10 FEET TALL AND LESS THAN 15 FEET SHALL BE 2x6 OR 3x4 @ 16" O.C. 12. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL.. INDICATES SHEAR WALL TYPE, SEE SCHEDULE INDICATES GRID LINE INDICATES POST BELOW INDICATES NEW WALL LEGEND INDICATES (N) FOOTING INDICATES (E) FOOTING A SIZE 21" SQ MARK 1 REINFORCEMENT @ BOTTOM FOOTING SCHEDULE THICKNESS 24"(4) #5 EA. WAY CONCRETE F'c 2500 PSI DEPUTY INSP. NO INDICATES EXISTING WALL A C 1 2 (E) CONC. SLAB ON GRADE 12 ' - 5 " 5 5' - 0 " 5 HDU 84X6 HDU 84X6 HDU 84X6 HDU 8 4X6 2 S3.0 2 S3.0 1 S3.0 3 S3.0TYP. 3 S3.0TYP. 3 S3.0TYP. 3 S3.0TYP. 1 1 11 6 S3.0 6 S3.0 6 S3.0 6 S3.0 SCALE: 1/4" = 1'-0" FOUNDATION PLAN & 1st. FLOOR SHEAR WALLS ABOVE (E) POST & FOOTING (E) POST & FOOTING B 14 ' - 6 " 5 5' - 1 " 5 4' - 0 " 5 7 S3.0 HDU 84X6 HDU 84X6 HDU 84X6 HDU 8 4X6 HDU 84X6 HDU 8 4X6 8 S3.0 8 S3.0 8 S3.0 7 S3.0 7 S3.0 16 S3.0 1 S3.0 3 S3.0TYP. 7 S3.1 7 S3.1 Notes: 1.75"7"24" o.c.6" o.c. to Blkg.10d @ 12" o.c.10d @ 2" o.c.15/32" Struct I* 10d @ 2" o.c. 10d @ 12" o.c.See note 5.1.75"7"12" o.c.15/32" Struct I* Both Sides 1/2" Dia. x 6" long lag @ 12" o.c. 2"1.75"3/8" Dia. x 6" long lag @ 8" o.c7"32" o.c.12" o.c. to Blkg.10d @ 12" o.c.10d @ 4" o.c.15/32" Struct I 15/32" Struct I 8" o.c. to Blkg.8d @ 2" o.c. 8d @ 12" o.c.24" o.c.3/8" Dia. x 6" long lag @ 6" o.c1.75"7"2" Bolt Embed. Sheathing Material 15/32" Struct I 15/32" Struct I Wall ID Shear transfer, Bottom sill and Top Plate A35/LTP4 @ 24" o.c. to Blkg. 16" o.c. to Blkg. 8d @ 12" o.c.8d @ 6" o.c. 10d @ 6" o.c. 10d @ 12" o.c. Panel Nailing Edges Fields 48" o.c. 48" o.c. Anchor Bolt 5 8" @ 20d common nail @ 6" o.c. 20d common nail @ 6" o.c. Sill-Plate Connection 1.75"7" 1.75"7" Bolt Edge Distance (N) Footing 2" 2" Min. Blkg. Thk. below Sill-Plate 2" 2" 15/32" Struct I 8" o.c. to Blkg.8d @ 3" o.c. 8d @ 12" o.c.24" o.c.3/8" Dia. x 6" long lag @ 6" o.c1.75"7"2" 15/32" Struct I* Both Sides 8d @ 2" o.c. 8d @ 12" o.c.See note 5 16" o.c.1.75"7"2" Shear (lbs/ft) YES See note 4 NO Special Inspection NO YES See note 4 YES See note 4 YES See note 4 YES See note 4 YES See note 4 715 392 477 1,221 2,442 1,024 771 2,049 LRFD - Shear Wall Schedule from Table 4.3A SDPWS-2021 (values multiplied by 0.5) 1/2" Dia. x 6" long lag @ 8" o.c. 1/2" Dia. x 6" long lag @ 6" o.c. Bolt Edge Distance (E) Footing 1 2 3 4 5 6 7 8 1.5" 1.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 1) This nailing schedule is for common nails only and all panels edges fastened to framing. Plywood can be installed either horizontally or vertically. 2) Shear Panels 3 to 8 requires 3X framing members at the bottom sill plate when resting on concrete, and behind vertical or horizontal panel edges. Also minimum 1/2" edge nailing distance at panel ends and edges. 3) Use square plate washers 3" x 3" x 1/4" thk. for 5/8" diameter bolts. 4) Deputy inspection required where the fastener spacing of the sheathing is 4 - inches on center or less. Applies to shear panel 3, 4, 5, 6, 7 & 8. 5) For 2x4 stud walls: -Use 4x blocking between joist when joist are perpendicular to wall or align a 4x continue member over the wall when joist are parallel to wall. Use LTP4 at 5" o.c. both sides. For 2x6 stud walls: -Use 4x blocking between joist when joist are perpendicular to wall or align a 4x continue member over the wall when joist are parallel to wall. Use LTP4 at 5" o.c. to connect aligned faces of wall and blocking or continue member and use A35 at 5" o.c. to connect the non aligned face of blocking or continue member with the top of top plate. *Framing at adjoining panel edges shall be nominal 3" or wider. nails shall be staggered in two lines along panel edges when nail spacing is 2" o.c., or when 10d common nails spaced 3" o.c. penetrate framing more than 1-5/8".S-2.0 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 1a 1a 68 LOW ROOF/ FLOOR FRAMING NOTES 1. ROOF SHEATHING SHALL BE 1/2" PLYWOOD, CD-X P11 32/16, w/ 8d COMMON NAILS @ 6", 12" O.C. 2. ALL SHEAR WALLS ARE FULL HEIGHT TO THE ROOF AND FLOOR DIAPHRAGM. 3. ALL POSTS ARE 4 x 6 MINIMUM U.N.O. 4. ALL POSTS SHALL BE CONNECTED TO SILL PLATE WITH "A35" AT EA. SIDE TYP. UNLESS HARDWARE IS NOTED ON PLAN. 5. ALL EXT. WALLS, SHEAR WALLS & BEARING WALLS EXCEEDING 10'-0" AND LESS THAN 15'-0" HEIGHT SHALL BE 2x6 OR 3x4 @ 16" O.C. 6. ALL WOOD FRAMING MEMBERS U.N.O. SHALL BE: 2x MEMBER DF #2 OR BETTER 4x MEMBER DF #2 OR BETTER 2x STUDS DF #2 OR BETTER 7. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. 8. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. 9. CITY LICENSED FABRICATOR REQUIRED FOR GLULAM BEAMS, VERSA LAM, TJI & STRUCTURAL STEEL. 10. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. PLYWOOD SPANS SHALL CONFORM TABLE 2304.7 11. SHOP WELDS MUST BE PERFORMED IN A CITY LICENSED FABRICATOR SHOP. 12. WELDING TO BE DONE BY WELDERS CERTIFIED BY THE CITY BUILDING DEPARTMENT FOR STRUCTURAL STEEL. 13. CONTINUOUS DEPUTY INSPECTION BY A REGISTER DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING. 14. ALL WOOD BEAM SHALL BE CONNECTED TO POST WITH COLUMN CAP. UNLESS HARDWARE IS NOTED ON PLAN. 15. ALL WOOD HEADER SHALL BE CONNECTED TO POST OR 2-2x TRIMED STUD WITH POST CAP. UNLESS HARDWARE IS NOTED ON PLAN. 3 S-4.0 A BEAM SCHEDULE (U.N.O.) - ROOF BEAM TYPE SIZE POST SUPPORT REMARKS 6x10 D.F.#2HDR1 4x6 - STL1 -- STL2 - W6x9 W6x9 INDICATES SHEAR WALL TYPE, SEE SCHEDULE INDICATES GRID LINE INDICATES POST BELOW INDICATES NEW WALL LEGEND HDR STL DENOTES HEADER DENOTES STEEL BEAM ABBREVIATIONS ROOF RAFTERS (R.R.) - SIZE AND SPACING PER PLAN INDICATES EXISTING WALL HSS 4x4x1/8 (E) ROOF TRUSSES A 1 2 12 ' - 5 " 5 5' - 0 " 5 (E) HDR (E ) H D R (E) HDR (E) HDR(E) HDR(E) HDR(E) HDR(E) HDR(E) HDR (N) 4x6 HDR(N) 4x6 HDR (N) 4x6 HDR (N) 4x6 HDR (N) 4x6 HDR (E ) H D R (E ) H D R (E ) H D R (E ) H D R (E ) H D R HD R 1 (E) POST (E) POST (E) POST (E ) R O O F T R U S S E S FR A M I N G (N ) 4 x 6 H D R (N ) 4 x 6 H D R (N ) 4 x 6 H D R (N ) 4 x 6 H D R (N ) 4 x 6 H D R DBL. R.R. 2x8 R.R. @ 16" O.C. 2x8 R.R. @ 16" O.C. 2x8 R.R. @ 16" O.C. 2x8 R.R. @ 16" O.C. STL1 STL1 ST L 2 ST L 2 POST P1 HSS 4x4x1/8 POST P1 HSS 4x4x1/8 POST P1 HSS 4x4x1/8 POST P1 HSS 4x4x1/8 4 S3.0 4 S3.0 4 S3.0 4 S3.0 13 S3.0 13 S3.0 13 S3.0 13 S3.0 18 S3.0 18 S3.0 18 S3.0 18 S3.0 18 S3.0 18 S3.0 9 S3.0 HVAC & CONNECTION PER MNFR. HOOD VENT & CONNECTION PER MNFR. 14 S3.0 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 11 S3.0 12 S3.0 12 S3.0 12 S3.0 ROOF FRAMING PLAN & 1st. FLOOR SHEAR WALLS BELOW SCALE: 1/4" = 1'-0" 14 ' - 6 " 5 5' - 1 " 5 4' - 0 " 5 2x8 R.R. @ 16" O.C. DBL. R.R. DBL. R.R. DB L . R . R . DB L . R . R . 2x8 R.R. @ 16" O.C.2x8 R.R. @ 16" O.C. 11 S3.0 14 S3.0 14 S3.0 19 S3.0 19 S3.0 CB (2 ) C M S T 1 2 (2 ) C M S T 1 2 (2 ) C M S T 1 2 (2 ) C M S T 1 2 (2 ) C M S T 1 2 (2 ) C M S T 1 2 20 S3.0 20 S3.0 20 S3.0 20 S3.0 20 S3.0 (E ) B E A M (E ) B E A M (E ) B E A M (E) HDR (E) 2x8 ROOF FRAMING (E) 2x8 ROOF FRAMING (E ) H D R (E ) H D R 10 S3.0TYP. 8 S3.1 8 S3.1 2x6 STUDS 2x4 STUDS S-2.1 Notes: 1.75"7"24" o.c.6" o.c. to Blkg.10d @ 12" o.c.10d @ 2" o.c.15/32" Struct I* 10d @ 2" o.c. 10d @ 12" o.c.See note 5.1.75"7"12" o.c.15/32" Struct I* Both Sides 1/2" Dia. x 6" long lag @ 12" o.c. 2"1.75"3/8" Dia. x 6" long lag @ 8" o.c7"32" o.c.12" o.c. to Blkg.10d @ 12" o.c.10d @ 4" o.c.15/32" Struct I 15/32" Struct I 8" o.c. to Blkg.8d @ 2" o.c. 8d @ 12" o.c.24" o.c.3/8" Dia. x 6" long lag @ 6" o.c1.75"7"2" Bolt Embed. Sheathing Material 15/32" Struct I 15/32" Struct I Wall ID Shear transfer, Bottom sill and Top Plate A35/LTP4 @ 24" o.c. to Blkg. 16" o.c. to Blkg. 8d @ 12" o.c.8d @ 6" o.c. 10d @ 6" o.c. 10d @ 12" o.c. Panel Nailing Edges Fields 48" o.c. 48" o.c. Anchor Bolt 5 8" @ 20d common nail @ 6" o.c. 20d common nail @ 6" o.c. Sill-Plate Connection 1.75"7" 1.75"7" Bolt Edge Distance (N) Footing 2" 2" Min. Blkg. Thk. below Sill-Plate 2" 2" 15/32" Struct I 8" o.c. to Blkg.8d @ 3" o.c. 8d @ 12" o.c.24" o.c.3/8" Dia. x 6" long lag @ 6" o.c1.75"7"2" 15/32" Struct I* Both Sides 8d @ 2" o.c. 8d @ 12" o.c.See note 5 16" o.c.1.75"7"2" Shear (lbs/ft) YES See note 4 NO Special Inspection NO YES See note 4 YES See note 4 YES See note 4 YES See note 4 YES See note 4 715 392 477 1,221 2,442 1,024 771 2,049 LRFD - Shear Wall Schedule from Table 4.3A SDPWS-2021 (values multiplied by 0.5) 1/2" Dia. x 6" long lag @ 8" o.c. 1/2" Dia. x 6" long lag @ 6" o.c. Bolt Edge Distance (E) Footing 1 2 3 4 5 6 7 8 1.5" 1.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 1) This nailing schedule is for common nails only and all panels edges fastened to framing. Plywood can be installed either horizontally or vertically. 2) Shear Panels 3 to 8 requires 3X framing members at the bottom sill plate when resting on concrete, and behind vertical or horizontal panel edges. Also minimum 1/2" edge nailing distance at panel ends and edges. 3) Use square plate washers 3" x 3" x 1/4" thk. for 5/8" diameter bolts. 4) Deputy inspection required where the fastener spacing of the sheathing is 4 - inches on center or less. Applies to shear panel 3, 4, 5, 6, 7 & 8. 5) For 2x4 stud walls: -Use 4x blocking between joist when joist are perpendicular to wall or align a 4x continue member over the wall when joist are parallel to wall. Use LTP4 at 5" o.c. both sides. For 2x6 stud walls: -Use 4x blocking between joist when joist are perpendicular to wall or align a 4x continue member over the wall when joist are parallel to wall. Use LTP4 at 5" o.c. to connect aligned faces of wall and blocking or continue member and use A35 at 5" o.c. to connect the non aligned face of blocking or continue member with the top of top plate. *Framing at adjoining panel edges shall be nominal 3" or wider. nails shall be staggered in two lines along panel edges when nail spacing is 2" o.c., or when 10d common nails spaced 3" o.c. penetrate framing more than 1-5/8". A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 1A 1a 1a 1a 1a 1a 1a 1a 1a 69 E.N. 1.75" MIN. SEE PLAN SE E P L A N 4"4" 3" C L R (4)1 2" DIA. THREADED ROD. SIMPSON SET-XP EPOXY ESR #2508 6" 4"x4"x1 8" STEEL COLUMN 1/2" THK. STEEL PLATE 10" 10 " 1/2" THK. STEEL PLATE 4"x4"x1 8" STEEL COLUMN 1/4 1/4 (4)1 2" DIA. THREADED ROD. SIMPSON SET-XP EPOXY ESR #2508 E70 E70 STEEL BEAM PER PLAN 1/2"THICK STL. PLATE W/4-5/8"Ø M. BOLTS 1/8 1/4" STIFFENER PLATE BOTH SIDES ELEVATION PLATE DETAIL A HSS 4x4x1/8 STEEL COLUMN SPLICE WHERE OCCURS NOTE: HOT DIP GALVANIZE EXPOSED STEEL MEMBERS OR USE RED PAINT TO PROTECT AGAINST CORROSION 3" x 2" x 3/8" THK. x 3" HT. ANGLE TOP VIEW (2) 5/8" DIA. BOLT A307 1/4" GAP 11/16" HOLE TYP. STEEL BEAM PER PLAN STEEL BEAM PER PLAN SIDE VIEWANGLE 1" 1" 1" 3" 3" x 2" x 3/8" THK. x 3" HT. ANGLE CONT. WOOD FILLER EA. SIDE W/ 3/4"Ø THRU BOLTS @ 16" O.C. STAGG. B.N. SHTG PER PLAN HANGERS (TYP.) FOR SIZE AND LOCATIONS OF MECHANICAL AND ARCH'L PLANS NOTE: SEE PLUMBING, ELECTRICAL LSTA24 TYP. 'JB' OR 'U' PER PLAN OR BEAM DOUBLE JOIST OPENINGS. OR P E R P L A N 4' - 0 " M A X . PARALLEL PERPENDICULAR POST PER PLAN W/ SIMPSON "HUC" CONCEALED HANGER HEADER PER PLAN DOUBLE PLATE STUDS PER PLAN HEADER BEAM PER PLAN (E) DOUBLE PLATE SIMPSON "A35" EA. 2-2x TRIMMER 2x KING STUD (E) STUD 12" MIN 24 " 4"4"E.N. ℄ WALL & FTN'G EM B E D M E N T 12" MIN 24 " 4"4"E.N. ℄ WALL & FTN'G 112" 11 2" 112 " 6"LAP PER 6 S-3.1 EXISTING NEW ~ 3" C L R 3" C L R E.N.NOTES: 1. THREADED ROD SHALL BE ASTM A307 OR A36. 2. TIGHTEN ALL BOLTS PRIOR TO COVERING. 3. BOLT HOLES IN POST TO BE 1/16" LARGER THAN BOLT. INSPECTOR TO VERIFY. 3" 8" M I N . 1.75" 1" 6" E.N. B.N. E.N. 3' TOP VIEW 3' E.N. B.N. E.N. S-3.0 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 1A 1a 1a SEE ARCH DWGS. LINE OF 2 x 6 STUD WALL WHERE INDICATED 70 45° 45 ° 6d 3"M I N . 45° SEE SCHED. (24" MIN.) CONCRETE 48d (24"MIN.) CONC. BLOCK D = 6d #3 THROUGH #8 D = 8d #9 THROUGH #11 D = 10d #14 THROUGH #18 STANDARD BEND 7" M I N . EM B E D M E N T 112"d 12 d d 4d 3"MIN. D NOTES: 1. ALL SPLICES SHALL BE CLASS B TENSION LAP SPLICES U.N.O. 2. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS. 3. LENGTHS SHOWN ARE IN INCHES. 4. INCREASE LENGTHS 30% FOR LIGHT WEIGHT CONC. & AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS) INDIVIDUAL BARS WITHIN A BUNDLE SHALL NOT OVERLAP. 5. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST BELOW THEM. 6. INCREASE LENGTHS 50% WHERE a < db OR WHERE b < db FOR BEAMS & COL.S OR WHERE b < 2db FOR OTHER ELEMENTS. 7. FOR #14 & #18 BARS, USE MECHANICAL SPLICE IN ACCORDANCE WITH CBC REQUIREMENTS. TENSION LAP SPLICE SCHEDULE WHERE: "a" IS THE CLEAR COVER "b" IS THE CLEAR SPACING "db" IS THE BAR DIA. "db" "b" "a" "a " CLOSED TIE LAP SPLICE ALTERNATE CLOSED TIE ANCHOR BOLT STANDARD HOOK 42" LENGTH (21" EACH SIDE OF DAMAGED ZONE) 3" 1/4 12" 3. 5 " 1" PARALLEL 2" 1" S-3.1 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 1A 1a 1a 71 WALL SHEATHING ROOF / FLOOR SHEATHING TYPICAL BORING & NOTCHING AT SHEAR WALL PLATE DETAIL 40% D (MAX.) BORING & NOTCHING DETAIL TYPICAL FLOOR & ROOF JOIST JOIST SPAN BETWEEN CL. OF BEARING WALLS 1/3 SPAN 2" M I N . 1/3 SPAN "Y " "X " D/ D E P T H 1/3 SPAN TYPICAL STUD WALL FRAMING DETAIL WIDTH=D NON-BEARING 5 8" MIN. 60% D (MAX.) 60 % D PARTITION WIDTH=D BORED HOLE 60 % D 25% D (MAX.) 40% D (MAX.) 5 8" MIN. 1 1/4"x16 GA. STRAP W/ 6-10d COMM. NAILS EA. END @EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 114" x 16 GA. STRAP W/ 8-10d COMM. NAILS EA. END @EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 114" x 16 GA. STRAP W/ 11-10d COMM. NAILS EA. END @ EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 114" Ø MAX. BORED HOLE NOTCHES 6'-0" O.C. MIN. 2x4 DBL. TOP PLATE 2x4 OR 3x4 SILL PLATE (SIM.) 2"Ø MAX. BORED HOLE 3"Ø MAX. BORED HOLE 2x6 DBL. TOP PLATE 2x6 OR 3x6 SILL PLATE (SIM.) 2x8 DBL. TOP PLATE 2x8 OR 3x8 SILL PLATE (SIM.) BORED HOLE SEE SCHED. NON-BEARING WALL 16" MIN. BETWEEN HOLE &/OR NOTCH NOTCH & HOLES PERMITTED NOTCH & HOLES PERMITTED DOUBLE STUDS EA. SIDE OF OPENING MORE THAN 4'-0" IN WIDTH PLYWOOD EDGE NAIL'G FULL HT. @PLYWOOD SHEAR WALLS 10-16d NAILS MIN. BETWEEN SPLICES UNLESS SHOWN OTHERWISE ON THE PLANS 2-8d NAILS EA. SIDE 1-2x PL. 4'-0" MAX. 2-2x PL. OVER 4'-0" HDR. BM. PER PLAN SILL BOLTING (TYP.)NOTCH IN STUD NOTCH IN STUD EXTERIOR & BEARING PARTITION LSTI73 712" ~~ 4'-0 SPLICE W/ 16d @ 3" O.C. STAGG (TYP.) U.N.O. SPLICE LENGTH 312"MIN.2"MIN.312"MIN. VA R I E S ~ 24" MIN. ~ 12" MI N . 312" MAX.10"MIN.10"MIN. 112"M I N . NOTCHES 6'-0" O.C. MIN. 2" MA X . 512" MAX.12"MIN.12"MIN. 212"M I N . 2" MA X . 512" MAX.12"MIN.12"MIN. 312"M I N . NOTCHES 6'-0" O.C. MIN. 2x CRIPPLE 2-10d NAILS 16d NAILS @12" 3-16d NAILS 10 ' - 0 " M A X . 10 ' - 0 " M A X . 48"LAP 2-16d NAILS @ 16" 3-16d NAILS A B S-4.0 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 1A 72 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 10 - 0 7 - 2 0 2 5 1 2 : 4 4 : 4 2 P0.0 NG SB GE N E R A L I N F O R M A T I O N - P L U M B I N G 73 NO PA R K I N G CL E A N A I R VE H I C L E a l e s s a n d r o d r i v e 160.00' S 89 17' 50" E 140.23' N 89 17' 50" W 65.00'  N 00 02' 00" E 45.23'  N 00 02' 00" E s a n p a b l o a v e . C1 1 2 3 (E)1"ø G 5 44"ø S 4"ø GR FCO-1 FCO-1 8 7 6 6 I.E.= -3' - 3" I.E.= -2' - 11" GI-1 SB-1 (E)1 1/2"ø CW A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 As indicated 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 1 3 PS1.0 PR O P O S E D S I T E P L A N - P L U M B I N G 1/8" = 1'-0"1PROPOSED SITE PLAN - PLUMBING GENERAL NOTES A. REFER TO SHEET P0.0 FOR GENERAL NOTES. CODED NOTES 1. APPROXIMATE LOCATION OF THE EXISTING 1'' NG PIPE. CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE, AND CONDITION IN THE FILED. 2. APPROXIMATE LOCATION OF THE EXISTING 1-1/2" CW INCOMING SERVICE PIPE. CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE, AND CONDITION IN THE FIELD. 3. DEMOLISH (E)3"⌀SANITARY PIPE AND REPLACE WITH NEW 4"⌀ SANITARY MAIN, REFER TO AS-BUILT DRAWINGS FOR EXACT LOCATION, SIZE AND CONTINUATIONS OF EXISTING SANITARY. 4. NEW 4"⌀SANITARY PIPING SHALL REPLACE EXISTING 3"⌀ CURRENTLY INSTALLED BELOW GRADE TO SITE MAIN. CONTRACTOR TO FIELD VERIFY EXISTING SANITARY SITE MAIN SIZE, LOCATION, AND INVERT ELEVATION PRIOR TO CONNECTION. 5. 4"⌀GREASE WASTE PIPE CONTINUE TO CONNECT GREASE INTERCEPTOR AND SAMPLING BOX, CONTRACTOR TO VERIFY GREASE INTERCEPTOR AND SAMPLING BOX LOCATION AND INVERT ELEVATION AND NEW SANITARY PIPE SIZE, LOCATION AND INVERT BEFORE CONNECTION. 6. 4"⌀SANITARY AND GREASE WASTE PIPE, REFER SHEET P1.0 FOR CONTINUATION. 7.1-1/2"⌀CW PIPE, REFER SHEET P2.0 FOR CONTINUATION. 8.(E)1"⌀NG PIPE, REFER SHEET P2.0 FOR CONTINUATION. 1a 1a 1a 1a 1a 74 Display / Sales Area Hallway Toilet Utility Dressing Rm. Staging Area Adjacent Property WASHER (D)L-1 (D)WC-1 (D)2"ø S (D)2"ø S (D)2"ø V (D)2"ø V 1 (D)3"ø S 2"⌀VENT UP (D)3"⌀S (D)3"⌀S (D)3"⌀S 2 2 2 2 2 (D)3"⌀S 2 (D)2"⌀VTR3 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 1 4 PD1.0 DE M O L I T I O N - F L O O R P L A N - S A N I T A R Y A N D V E N T 1/4" = 1'-0"ADEMOLITION - FLOOR PLAN - SANITARY AND VENT GENERAL NOTES A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 1. (E)3"⌀SANITARY PIPE DEMOLISHED AND REPLACED WITH (N)4"⌀ SANITARY MAIN, REFER SHEET PS1.0 FOR CONTINUATION. 2. ALL EXISTING SANITARY AND VENT PIPE DEMOLISHED. 3. DEMOLISH EXISTING VENT THROUGH ROOF, CONTRACTOR SHALL PREPARE EXISTING OPENING FOR NEW VENT, SEE SHEET P1.1 FOR MORE INFORMATION. CODED NOTES 75 Display / Sales Area Hallway Toilet Utility Dressing Rm. Staging Area Adjacent Property WASHER (D)L-1 (D)WC-1 (D)3/4"ø HW (D)1/2"ø CW (D)1/2"ø HW (D)1/2"ø CW (D)1/2"ø CW (E)1"ø G (D)3/4"ø CW (D)3/4"ø HW (D)GWH 199 MBH (D)1"ø CW 1 2 3 (E)GAS METER (D)1 1/4"ø G 4 4 4 4 (E)HB-1 (E)HB-1(E)1/2"ø CW (E)1/2"ø CW (D)1/2"ø G 3 3 3 3 (D)2"ø G (E)3/4"ø G (E)1 1/2"ø G (E)1 1/2"ø G (E)3/4"ø G (E)1 1/2"ø G (E)3/4"ø G (E)3/4"ø G (E)1 1/2"ø G (E)1 1/2"ø G (E)3/4"ø G (E)1 1/4"ø G (D)DRYER 35 MBH 5 6 (E)2"ø G A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 1 4 PD2.0 DE M O L I T I O N - F L O O R P L A N - D O M E S T I C W A T E R & G A S 1/4" = 1'-0"ADEMOLITION - FLOOR PLAN - DOMESTIC WATER AND GAS GENERAL NOTES A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 1. (E)1"⌀CW PIPE DEMOLISHED UP TO THIS POINT, REFER SHEET PS1.0 FOR (E)1-1/2"⌀COLD WATER MAIN. 2. (E)1"⌀NG PIPE CONTINUE, REFER SHEET PS1.0 FOR CONTINUATION. 3. (E)3/4"⌀NG PIPE UP TO ROOF, REFER SHEET PD2.1 FOR CONTINUATION. 4. ALL EXISTING DOMESTIC HOT AND COLD WATER PIPING, GAS PIPING, FIXTURES, EQUIPMENT, SUPPORTS, AND ACCESSORIES IN THIS AREA SHALL BE DEMOLISHED BACK TO SOURCE. 5. DEMOLISH EXISTING 2"⌀PIPE ELBOW, REFER SHEET P2.0 FOR NEW 1-1/2"⌀NG PIPE CONNECTION. 6. CONTRACTOR TO COORDINATE REPLACEMENT UPGRADE FOR UTILITY METER WITH LOCAL UTILITY COMPANY, SEE P6.0 FOR TOTAL CFH CAPACITY REQUIRED. CODED NOTES 1 1 1a 1a1a 1a 76 (E)3/4"ø G (E)3/4"ø G (E)3/4"ø G 1 73 MBH 73 MBH73 MBH 73 MBH 73 MBH (E)RTU-4 (455 LBS) (E)RTU-1 (455 LBS) (E)RTU-3 (455 LBS)(E)RTU-5 (455 LBS) (E)RTU-2 (455 LBS) 1 1 1 1 (E)3/4"ø G(E)3/4"ø G A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 1 5 PD2.1 DE M O L I T I O N - R O O F P L A N - D O M E S T I C W A T E R & G A S GENERAL NOTES A. REFER TO SHEET P0.0 FOR GENERAL NOTES. CODED NOTES 1. (E)3/4"⌀NG PIPE DOWN, REFER SHEET PD2.0 FOR CONTINUATION. 1/4" = 1'-0"1DEMOLITION - ROOF PLAN - DOMESTIC WATER AND GAS 77 Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. L-1 WC-1 2"ø S 1 1/2"ø S 4"ø S 4"ø S 4"ø S 4"ø S 2"ø S 2"ø V 3"ø S 2"ø V 1 1/2"ø V 1 1/2"ø S 3"ø GR 3"ø GR 4"ø GR 3"ø GR 2"ø V 2"ø V 3"ø GR 3"ø GR 3"ø GR 3"ø GR 4"ø GR 2"ø V 3"ø GR 2"ø V 2"ø V 2"ø V 3"ø GR 3"ø GR 3"ø GR 3"ø GR 4"ø GR 4"ø GR 4"ø GR 3"ø GR3"ø GR 3"ø GR 1 1/2"ø GR 1 1/2"ø GR 1 1/2"ø GR 1 1/2"ø GR 1 1/2"ø GRFD-1 L-1 WC-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FCO-1 FCO-1 FCO-1 FCO-1 1/4" / 1'-0" 1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 2"⌀VENT UP 3"⌀VENT UP 2"⌀VENT UP 2"ø V 2"ø V 2"ø V 2"ø V2"ø V 4"ø S 3"ø S 3"ø S 3"ø S 4"ø S 2"ø V 2"ø V 2"⌀AAV 2"⌀AAV 190 101 102 106 108 125 141 135 133 216 138 137 158 157 156 159 160 166 196 204 205 207 122 124 127 128 126 1 2 FS-1 FS-1 FS-1 FS-1 FS-1 FS-1 FS-1 WCO-1 WCO-1 WCO-1 WCO-1 3 1/4" / 1 '-0" FCO-1 3"ø S 4"ø S (E)4"ø S FS-1 3"ø GR A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 2 : 5 1 : 5 7 P1.0 PR O P O S E D F L O O R P L A N - S A N I T A R Y A N D V E N T 1/4" = 1'-0"1PROPOSED FLOOR PLAN - SANITARY AND VENT GENERAL NOTES CODED NOTES 1. 4"⌀SANITARY PIPE, REFER SHEET PS1.0 FOR CONTINUATION. 2. 4"⌀GREASE WASTE PIPE, REFER SHEET PS1.0 FOR CONTINUATION. 3. 1"⌀CONDENSATE DRAIN PIPE FROM ROOF, REFER SHEET P1.1 FOR CONTINUATION. A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 216.0 1 R/O Water System Formulator 207.0 1 Pitcher Rinser 6x9 w/spinjet 205.0 1 Rinse Sink - Undermount 204.0 1 Dishwasher 196.0 1 Mop Sink Cabinet 190.0 1 Hand Sink - Wall Mounted 166.0 1 Ice Machine 160.0 1 1-Comp Prep Sink 159.0 1 Hand Sink - Wall Mounted 158.0 1 Dishwasher 157.0 1 One Compartment Sink 156.0 1 3-Comp. Utensil Sink 141.0 1 Sous vide cooker 138.0 1 1-Comp Prep Sink 137.0 1 Hand Sink - Wall Mounted 216.0 1 R/O Water System Formulator 135.0 2 Pour Over Unit 133.0 1 Rinse Sink - Undermount 128.0 1 Espresso AV 2 Group 127.0 1 Espresso Steam Unit 126.0 1 Pitcher Rinser / Drip Tray 125.0 1 Ice Bin 124.0 1 Espresso AV 2 Group 122.1 1 Pitcher Rinser / Drip Tray 116.0 1 Rinse Sink - Undermount 108.0 1 Iced Beverage Tap system 102.0 1 Rinse Sink - Undermount 101.0 1 Hand Sink - Wall Mounted Tag Qty.Item Description KITCHEN EQUIPMENT SCHEDULE 1a 1a 1a 1a 78 R 10' - 0" R 10' - 0" R 10' - 0" 2"⌀VTR 3"⌀VTR2"⌀VTR 1"ø CD 1"ø CD CO CO 1/8" / 1'-0" 1 (E)RTU-1 (455 LBS) (E)RTU-4 (455 LBS) (E)RTU-2 (455 LBS)(E)RTU-5 (455 LBS) (E)RTU-3 (455 LBS) 1/ 8 " / 1 ' - 0 " MAU-1 (1,617 LBS) A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 2 1 P1.1 PR O P O S E D R O O F P L A N - S A N I T A R Y A N D V E N T GENERAL NOTES CODED NOTES 1. 1"⌀CONDENSATE DRAIN PIPE DOWN, TERMINATE AT THE TAIL PIECE OF LAV/SINK WITH FIXED AIR GAP SIMILAR TO JR SMITH 3955. A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 1/4" = 1'-0"1PROPOSED ROOF PLAN - SANITARY AND VENT 1 79 Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. WC-1 L-1 WC-1 L-1 1/2"ø HWR 1/2"ø HW 1/2"ø CW 3/4"ø CW 1/2"ø CW 1/2"ø HW 1/2"ø HWR 3/4"ø CW 3/4"ø CW 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1"ø CW 3/4"ø HW 3/4"ø HWR 3/4"ø HW 3/4"ø CW 1/2"ø HW 1/2"ø HWR 1/2"ø CW 1/2"ø HW 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1/2"ø HWR 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1"ø CW 1"ø HW 3/4"ø HWR 3/4"ø CW 3/4"ø HW 3/4"ø HWR 1/2"ø FW 1/2"ø CW 1/2"ø HW 1/2"ø HWR 1/2"ø CW 1/2"ø HW 1/2"ø HWR 1/2"ø FW 1/2"ø CW 1/2"ø HWR 1/2"ø HW 1/2"ø HWR 1/2"ø HW 1/2"ø FW 1/2"ø CW 1/2"ø FW 1/2"ø FW 3/4"ø FW3/4"ø FW 3/4"ø CW 3/4"ø HW 1/2"ø HWR 3/4"ø FW 3/4"ø CW 1/2"ø HW 1/2"ø HWR 3/4"ø HWR 1"ø HW 1"ø CW 3/4"ø FW 1/2"ø FW 1/2"ø FW 1/2"ø CW 1/2"ø FW 1/2"ø CW 1/2"ø FW 3/4"ø CW 3/4"ø FW 1/2"ø FW 1/2"ø FW 1/2"ø FW3/4"ø CW 3/4"ø FW 1 1/4"ø CW 3/4"ø HWR 1 1/4"ø HW 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1/2"ø FW 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1/2"ø CW 1/2"ø HW 1/2"ø FW 1/2"ø CW 1/2"ø HWR 1/2"ø HWR 1/2"ø HW 1/2"ø HW 1/2"ø HWR 190 1 1/4"ø G 3/4"ø G 196 156 157 159 138 137 158 101 102 106 110 113 122 117 116 124 207 126 127 128 133 135 216 160 166 204 205 208 212 213 1/2"ø CW 1/2"ø CW 1/2"ø FW 1/2"ø FW 3/4"ø FW 3/4"ø HWR 1 4 5 (E)1"ø G2 3 (E)GAS METER 1 1/2"ø CW 1 1/2"ø CW 1 1/2"ø CW 1/2"ø FW 1/2"ø CW 1/2"ø HW 1/2"ø FW 3/4"ø FW 1/2"ø HW 3/4"ø CW 3/4"ø FW 3/4"ø FW 3/4"ø CW 1/2"ø HW 1/2"ø HWR 3/4"ø HWR 3/4"ø HW 1"ø CW 3/4"ø FW 3/4"ø CW 3/4"ø HW 3/4"ø HWR 1/2"ø HWR 1/2"ø HW 1/2"ø CW 3/4"ø HWR 1 1/4"ø HW 1 1/2"ø CW 3/4"ø FW TMV-1 TMV-1 TMV-1 TMV-1 TMV-1 ET-1 1/2"⌀TP 1/2"⌀TP FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1FD-1 FD-1 FD-1 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP GWH-1 199 MBH 155 33 MBH FD-1 RCP-1 1/2"ø CW (E)HB-1 (E)HB-1 (E)1/2"ø CW (E)1/2"ø CW END CAP 3 3 3 3 6 (E)2"ø G (E)1 1/2"ø G (E)3/4"ø G (E)1 1/2"ø G 1 1/4"ø G 3/4"ø G 1 1/4"ø G (E)3/4"ø G 1 1/2"ø G (E)1 1/2"ø G 1 1/2"ø G 8 7 2 1/2"ø G 182 183.6 MBH 1 1/4"ø G A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 2 : 5 1 : 3 2 P2.0 PR O P O S E D F L O O R P L A N - D O M E S T I C W A T E R A N D G A S 1/4" = 1'-0"1PROPOSED FLOOR PLAN - DOMESTIC WATER AND GAS GENERAL NOTES CODED NOTES 1. 1-1/2"⌀CW PIPE, REFER SHEET PS1.0 FOR CONTINUATION. 2. (E)1"⌀NG PIPE CONTINUE, REFER SHEET PS1.0 FOR CONTINUATION. 3. (E)3/4"⌀NG PIPE UP TO ROOF, REFER SHEET P2.1 FOR CONTINUATION. 4. (N)3/4"⌀NG PIPE DOWN TO CONVECTION OVEN(155.0). 5. (N)1-1/4"⌀NG PIPE DOWN TO GAS WATER HEATER(GWH-1). 6. (N)1"⌀NG PIPE UP TO ROOF, REFER SHEET P2.1 FOR CONTINUATION. 7. CONTRACTOR TO COORDINATE REPLACEMENT UPGRADE FOR UTILITY METER WITH LOCAL UTILITY COMPANY, SEE P6.0 FOR TOTAL CFH CAPACITY REQUIRED. 8. REFER TO M1.0 AND M1.1 FOR WATER HEATER COMBUSTION AIR DESIGN REQUIREMENTS. A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 213.0 1 Water Boiler 5 gal w/aeration 212.0 1 Batch Brewer 208.0 1 Espresso Machine 207.0 1 Pitcher Rinser 6x9 w/spinjet 205.0 1 Rinse Sink - Undermount 204.0 1 Dishwasher 196.0 1 Mop Sink Cabinet 190.0 1 Hand Sink - Wall Mounted 182.0 1 Coffee Roaster 166.0 1 Ice Machine 160.0 1 1-Comp Prep Sink 159.0 1 Hand Sink - Wall Mounted 158.0 1 Dishwasher 157.0 1 One Compartment Sink 156.0 1 3-Comp. Utensil Sink 155.0 1 Convection Oven 138.0 1 1-Comp Prep Sink 137.0 1 Hand Sink - Wall Mounted 216.0 1 R/O Water System Formulator 135.0 2 Pour Over Unit 133.0 1 Rinse Sink - Undermount 128.0 1 Espresso AV 2 Group 127.0 1 Espresso Steam Unit 126.0 1 Pitcher Rinser / Drip Tray 124.0 1 Espresso AV 2 Group 122.1 1 Pitcher Rinser / Drip Tray 117.0 1 Cold Water Dispenser 116.0 1 Rinse Sink - Undermount 113.0 1 Filter Coffee Brewer 110.0 1 Ice Machine 106.0 1 Carbonator 102.0 1 Rinse Sink - Undermount 101.0 1 Hand Sink - Wall Mounted Tag Qty.Item Description KITCHEN EQUIPMENT SCHEDULE 1 1 1 1 1 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 80 73 MBH 73 MBH73 MBH 73 MBH 73 MBH (E)3/4"ø G (E)3/4"ø G(E)3/4"ø G 2 1 SHUT-OFF VALVE (E)RTU-4 (455 LBS) (E)RTU-1 (455 LBS) (E)RTU-2 (455 LBS) (E)RTU-5 (455 LBS) (E)RTU-3 (455 LBS) 96.3 MBH 1 1 1 1 MAU-1 (1,617 LBS) SHUT-OFF VALVE (TYP.) 1"ø G (E)3/4"ø G (E)3/4"ø G A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 2 6 P2.1 PR O P O S E D R O O F P L A N - D O M E S T I C W A T E R A N D G A S GENERAL NOTES CODED NOTES 1. (E)3/4"⌀NG PIPE DOWN, REFER SHEET P2.0 FOR CONTINUATION. 2. (N)1"⌀NG PIPE DOWN, REFER SHEET P2.0 FOR CONTINUATION. A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 1/4" = 1'-0"1PROPOSED ROOF PLAN - DOMESTIC WATER AND GAS 81 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 3 8 P5.0 DE T A I L S - P L U M B I N G 82 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 4 0 P6.0 SC H E D U L E S - P L U M B I N G TOTAL GPM: 28 TOTAL WSFU: 48 Custom 0 - - 1/2"CW for Ice Maker, Coffee Maker, Tee Maker,….15 0.5 7.5 Trap Primer 0 0.25 - Food Waste Grinder 0 - - Floor Sink 7 - - Floor Drain 12 - - Hose Bibb, each additional 1 1 1 First Hose Bibb 1 2.5 2.5 Lawn Sprinkler, each head 0 1 - Clinic Flushometer Valve 0 8 - Water Closet, greater than 1.6 GPF Flushometer Valve 0 8 - Water Closet, greater than 1.6 GPF Gravity Tank 0 5.5 - Water Closet, 1.6 GPF Flushometer Valve 0 5 - Water Closet, 1.6 GPF Flushometer Tank 2 2.5 5 Water Closet, 1.6 GPF Gravity Tank 0 2.5 - Urinal, flush tank 0 2 - Urinal, greater than 1.0 GPF Flushometer Valve 0 5 - Urinal, 1.0 GPF Flushometer Valve 0 4 - Mobile Home, each 0 - - Wash Fountain 0 4 - Shower, each head 0 2 - Washup Sink, each set of faucets 8 2 16 3-Compartment Sink 1 3 3 Clinical Sink 0 3 - Service Sink or Mop Basin 1 3 3 Laundry Sink 0 1.5 - Kitchen Sink 3 1.5 4.5 Bar Sink 0 2 - Lavatory 2 1 2 Drinking Fountain or Watercooler 1 0.5 0.5 Dishwasher 2 1.5 3 Dental Unit, cuspidor 0 1 - Clothes Washer 0 4 - Bidet 0 - - Bathtub or Combination Bath/Shower 0 4 - Appliances, Appurtenance, or Fixtures Public Total Quantity WSFU TOTAL SYSTEM WSFU 400 23 49 92 189 283 546 870 1540 3140 350 25 53 99 203 305 587 935 1650 3370 300 27 57 108 221 331 638 1020 1800 3670 250 30 63 119 244 366 704 1120 1980 4050 200 34 71 134 275 412 794 1270 2240 4560 175 37 77 144 296 443 854 1360 2410 4910 150 40 83 157 322 482 928 1480 2640 5330 125 44 92 173 355 532 1020 1630 2890 5890 100 50 104 195 400 600 1160 1840 3260 6640 90 52 110 207 424 635 1220 1950 3450 7030 80 56 117 220 452 677 1300 2080 3670 7490 70 60 126 237 486 728 1400 2230 3950 8050 60 65 137 257 528 791 1520 2430 4290 8760 50 72 151 284 583 873 1680 2680 4740 9660 40 81 170 320 657 985 1900 3020 5350 10900 30 95 199 374 768 1150 2220 3530 6250 12700 20 118 247 466 957 1430 2760 4400 7780 15900 10 172 360 678 1390 2090 4020 6400 11300 23100 LENGTH PIPE SIZE IN INCHES NOMINAL ID 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 4 PIPE SIZE IN INCHES MAXIMUM DELIVERY CAPACITY OF SCHEDULE 40 METALLIC PIPE CARRYING NATURAL GAS OF 0.6 SPECIFIC GRAVITY BASED ON A PRESSURE DROP OF 0.5" WATER COLUMN, GAS PRESSURE : LESS THAN 2 PSI CPC TABLE 1216.2 (1) LOW PRESSURE NATURAL GAS PIPE SIZING TABLE METERING FAUCETS 0.2 GALLONS/CYCLE KITCHEN FAUCETS 1.8 GPM @60 PSI LAVATORY FAUCETS - NON RESIDENTIAL 0.5 GPM @60 PSI WATER CLOSET 1.28 GALLONS/FLUSH FIXTURE TYPE MAXIMUM FLOW RATE MAXIMUM FIXTURE FLOW RATES 1 CONFIRM MAKE AND MODEL WITH ARCHITECT AND OWNERSHIP PRIOR TO ORDERING. NOTES: SB-1 SAMPLING BOX JENSEN 2432-Z SAMPLE BOX WITH PIPE CONNECTORS, WEIGHT: 1250 LBS, BOX DESIGN LOAD: H-20 TRAFFIC, 24" CAST IRON FRAME & COVER WITH GASKET (GASTIGHT).1 GI-1 GREASE INTERCEPTOR JENSEN KJP1200GECE JP-1200 GALLON GREASE INTERCEPTOR, 1'-0" MIN. TO 6'-6" MAX. EARTH COVER, H-20 TRAFFIC RATED.1 TMV-1 THERMOSTATIC MIXING VALVE WATTS LFMMV-M1 A THERMOSTATIC MIXING VALVE (1/2”) HAVE A LEAD FREE* CAST COPPER SILICON ALLOY BODY. PROVIDE ACCURATE TEMPERATURE CONTROL (±3°F) WITH LOW-PRESSURE DROP ACROSS THE RATED FLOW RANGE. ASSE 1017, ASSE 1069, ASSE 1070 AND IAPMO CUPC LISTED. 1 FCO-1 FLOOR CLEANOUT ZURN Z1400-K "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY WITH ANCHOR FLANGE, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG AND ROUND SCORIATED CAST IRON HEAVY-DUTY SECURED TOP (SPECIFY FINISH Z, ZB, ZN, ZS) ADJUSTABLE TO FINISHED FLOOR. 1 WCO-1 WALL CLEANOUT ZURN Z1446 WALL CLEANOUT, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW.1 TP-1 TRAP PRIMER ZURN Z1022-XL TRAP PRIMER IS DESIGNED TO COMPLY WITH ANSI/ASSE STANDARD 1018.1 FS-1 FLOOR SINK J R SMITH 3150-12 J.R.SMITH NO, 3150-12, C.I., SQUARE TOP, ACID RESISTING ENAMELED INSIDE W/DOME STRAINER, H/B HALF GRATE UNLESS OTHERWISE INDICATED SEEPAGE FLANGE.1 FD-1 FLOOR DRAIN J R SMITH 2005.000 FLOOR OR SHOWER DRAINS WITH ADJUSTABLE STRAINER HEADS. LOAD RATING: LIGHT DUTY HAVING A SAFE LIVE (STATIC) LOAD LESS THAN 2000 LBS (900 KG) PER ASME A112.6.3 FLOOR DRAIN STANDARD.1 AMERICAN STANDARD 605B.105 AMERICAN STANDARD FAUCET MODEL 605B.105-0.5 GPM/1.9 L/MIN PRESSURE COMPENSATING VANDAL-RESISTANT MULTI-LAMINAR SPRAY WITH CR-P2 LITHIUM BATTERY AND HOLDER, 605P.400-4" BRASS DECK PLATE WITH 1/4" FXATION STUDS AND QUICK SPIN NUTS, 605XTMV1070-THERMOSTATIC MIXING VALVE. 20" FLEXIBLE INLET HOSES WITH 3/8" COMPRESSION FTTINGS. ASSE 1070 CERTIFIED DOWN TO 0.35 GPM/1.3 L/MIN. 1 L-1 LAVATORY ADA COMPLIANT AMERICAN STANDARD 355.012 LUCERNE™ WALL-HUNG LAVATORY, VITREOUS CHINA, FRONT OVERFOW, D-SHAPED BOWL, SELF-DRAINING DECK AREA WITH CONTOURED BACK AND SIDE SPLASH SHIELDS, FAUCET LEDGE.1 WC-1 WATER CLOSET ADA COMPLIANT AMERICAN STANDARD 2467.100 CADET FLOWISE™ RIGHT HEIGHT™ ELONGATED PRESSURE-ASSISTED TOILET 1.1 GPF/ 4.2 LPF, VITREOUS CHINA, HIGH EFFICIENCY, ULTRA LOW-CONSUMPTION (1.1 GPF/4.2 LPF), EVERCLEAN® SURFACE, MEETS EPA WATERSENSE® CRITERIA, CLOSE-COUPLED FLUSHOMETER TANK, ADA COMPLIANT. 1 MARK FIXTURE MANUFACTURER MODEL REMARKS NOTES PLUMBING FIXTURES SCHEDULE 2 LWT SHALL BE SET TO 140 DEG F. 1 UNIT SHALL HAVE DROP PAN THAT IS TO BE DRAINED TO THE NEAREST FLOOR DRAIN OR MOP BASIN. NOTES : GWH-1 MECH. ROOM 100 199,000 261 97% 1-1/2"3/4 3"4.8 14 120/60/1 5 76-1/2 27-3/4 27-3/4 523 AO SMITH BTH-199(A) ALL MINIMUM (IN.WC.) MAXIMIM (IN.WC.)VOL/HZ/PH AMP HEIGHT WIDTH DEPTH MARK LOCATION STORAGE (GALLONS) HEAT CAPACITY (INPUT) BTU/HR HEAT RECOVERY @100 F RISE (USGPH) THERMAL EFFICIENC Y OR UEF HOT/COLD CONNECTION GAS CONNECTION VENT INLET GAS PRESSURE ELECTRICAL DATA DIMENSIONS IN INCHES WEIGHT (LBS)MAKE MODEL NUMBER NOTES GAS WATER HEATER SCHEDULE Below 40 0.20-0.26 50 1.0 1.5 1.5 1.5 1.5 40-60 0.21-0.27 75 Nonres 0.5 Res 0.75 Nonres 0.5 Res 0.75 1.0 1.0 1.0 Space cooling systems (chilled water, refrigerant and brine) 105-140 0.22-0.28 100 1.0 1.5 2.0 2.0 2.0 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 Above 350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 Space heating, hot water systems (steam, steam condensate and hot water) and service water heating systms (recirculating sections, all piping in electric trace tape systems, and the first 8 feet of piping from the storage tank for nonrecirculating systems) INSULATION THICKNESS REQUIRED (in inches) < 1 1 to < 1.5 1.5 to < 4 4 to < 8 8 and largerFLUID TEMPERATURE RANGE, (°F) CONDUCTIVITY RANGE (in BTU-inch per hour per square foot per °F) INSULATION MEAN RATING TEMPERATURE (°F) NOMINAL PIPE DIAMETER (in inches) TABLE 120.3-A PIPE INSULATION THICKNESS PIPING INSULATION THICKNESS TOTAL DFU: 26.5 Floor drain 4 2 8 Water Closet, 1.6 GPF Flushometer Valve 2 4 8 Lavatory 2 1 2 Rinse Sink 1 3 3 Hand sink 1 3 3 Drinking Fountain or Watercooler 1 0.5 0.5 Dishwasher 1 2 2 Appliances, Appurtenance, or Fixtures Public Total Quantity DFU TOTAL SYSTEM DFU (SANITARY) TOTAL DFU: 53 Floor Sink 2 2 4 Floor drain 7 2 14 Three Compartment Sink 1 2 2 Prep sink or Rinse sink 4 3 12 Dishwasher 1 2 6 Kitchen Sink 3 2 6 Service Sink or Mop Basin 1 3 3 Hand Sink 3 2 6 Appliances, Appurtenance, or Fixtures Public Total Quantity DFU TOTAL SYSTEM DFU (GREASE WASTE) 1 RECIRCULATION PUMP WITH AUTOMATIC AND TIME CONTROL. NOTES : RCP-1 MECH ROOM 3/4"1/40 2 GPM @ 9 FT 3250 115/60/1 0.52 4 3-15/16 5-5/8 6 TACO 006-ST4 ALL VOL/HZ/PH FLA (A) HEIGHT WIDTH DEPTH MARK LOCATION CONNECTIO N SIZE HP MAX GPM @ HEAD MOTOR RPM ELECTRICAL DATA DIMENSIONS IN INCHES WEIGHT (LB) MAKE MODEL NUMBER NOTES RECIRCULATION PUMP SCHEDULE 1 WATER CONNECTION 3/4" (MALE NPT). NOTES : ET-1 MECH. ROOM 6.4 12 18 150 17 AMTROL ST-12C-DD ALL DIA. HEIGHT MARK LOCATION TANK CAPACITY (US GAL.) DIMENSIONS IN INCHES PRESSURE (PSI) WEIGHT (LBS)MAKE MODEL NUMBER NOTES EXPANSION TANK SCHEDULE 12 70000 10 44200 8 24300 6 11900 5 7320 4 4050 3 1980 2 1/2 1120 2 704 1 1/2 366 Gas Type: Natural 1 1/4 244 Pipe Material: SCH. 40 BLACK STEEL 1 119 Pressure Drop: 0.5 IN W.C. 3/4 63 Inlet Pressure: < 2 PSI 1/2 30 Total Equivalent Length: 243.0 FT PIPE SIZE (IN) CAPACITY (CFH)25% Fitting Length: 123.0 FT SIZING PER TABLE 1216.2(1)Total Developed Length: 120.0 FT TOTAL GAS LOAD: 877 CFH 182 COFFEE ROASTER 183.6 MAU-1 MAKE UP AIR UNIT 96.3 OVEN OVEN 33 GWH-1 WATER HEATER 199 (E)RTU-5 (E)RTU-5 73 (E)RTU-4 (E)RTU-4 73 (E)RTU-3 (E)RTU-3 73 (E)RTU-2 (E)RTU-2 73 (E)RTU-1 (E)RTU-1 73 Mark Equipment Load (CFH) SYSTEM PARAMETERS GAS LINE SIZING CALCS 4 1668 1668 840 3 1/2 1091 1091 585 3 666 719 406 2 1/2 329 455 245 2 132 254 119 1 1/2 35 103 46 1 1/4 14 56 28 1 -24 16 3/4 -10 8 1/2 -3 3 PIPE SIZE (IN) CW FLUSH VALVE (W.S.F.U.) (8 FT/S MAX) CW FLUSH TANK (W.S.F.U.) (8 FT/S MAX) HW FLUSH TANK (W.S.F.U.) (5 FT/S MAX) SIZING CRITERIA: ALLOWABLE FRICTION LOSS PER 100 FT:9.1 psi Allowable Friction Loss Per 100 ft: 9.1 psi Total Equivalent Length: 312.5' Pressure Available for Friction Loss:28.6 psi 25% Fitting Length: 62.5' Residual Pressure @ Farthest Fixture:15.0 psi Total Developed Length: 250.0' Pressure Loss Due to Elevation: 6.5 psi Static Head: 15.0' Sub Meter: - Water Sotener: - Minimum Building Pressure 50.0 psi - - Maximum Building Pressure: 65.0 psi Minimum Building Pressure: 50.0 psi Water Meter Losses: 3.0 psi Pressure Loss Through 1-inch BFP: 12.0 psi EXISTING Maximum Site Pressure: 80.0 psi Minimum Site Pressure: 65.0 psi HYDRAULIC CALCULATIONS: Backflow Prevention Device: 1 EXISTING EXISTING Pressure Reducing Valve: SIZE (IN) MAKE MODEL Piping Material: -X - Copper Type K Copper Type L Other (Specify) SYSTEM COMPONENTS Water Meter Size (in):1 Flush Type:Tank Maximum System GPM:56 GPM Total System GPM:28 GPM Total Fixture Units:48.00 WSFU PRV Required:No Water Meter:Yes SYSTEM PARAMETERS HYDRAULIC CALCULATIONS 1 1a 1a 1a 1a 83 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 4 3 P8.0 SP E C I F I C A T I O N S - P L U M B I N G 84 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 4 6 P9.0 TI T L E 2 4 - P L U M B I N G 85 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 0 : 5 1 P M M0.0 NG JS GE N E R A L I N F O R M A T I O N - M E C H A N I C A L 86 (D)EF (D)EF 1 1 1 1 1 1 2 2 (E)16"x16" SA (E)16"x16" RA (E)RETURN AIR GRILLE (E)16"x16" SA (E)16"x16" RA 1 (E)16"x16" SA (E)16"x16" RA (E)16"x16" SA (E)16"x16" RA (E)16"x16" SA (E)16"x16" RA 3 3 3 3 3 3 3 (E)(E) (E)(E) (E)(E) (R)(R) (R)(R) (E)12"ø (E)10"ø (E) (E) 4 4 4 4 44 4 4 4 4 4 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 20 2 5 - 0 7 - 1 0 1 1 : 3 0 : 5 2 P M MD1.0 DE M O L I T I O N - R E F L E C T E D C E I L I N G P L A N - M E C H A N I C A L 1/4" = 1'-0"1DEMOLITION - REFLECTED CEILING PLAN - MECHANICAL GENERAL NOTES CODED NOTES 1. EXISTING HVAC DUCTWORK, DIFFUSERS, GRILLES, CEILING AIR DEVICES, DAMPERS ETC SHALL DEMOLISHED FROM THE EXISTING TO DEMOLITION DISCONNECT POINT AS PER SHOWN ON FLOOR PLAN. 2. EXISTING CEILING EXHAUST FAN SHALL DEMOLISHED WITH ALL DUCTWORK AND DAMPERS ASSOCIATED WITH THEM. 3. ALL TEMPERATURE CONTROLS, SENSORS, DEVICES, AND WIRING SHALL BE DEMOLISHED AND REPLACED WITH NEW. REFER TO M1.0 FOR NEW SCOPE OF WORK REQUIRED. 4. EXISTING DIFFUSERS IDENTIFIED WITH (E) OR (R) SHALL BE REMOVED, STORED, AND PROTECTED FOR REUSE. REFER TO M1.0 FOR NEW SCOPE OF WORK REQUIRED. A. REFER TO SHEET M0.0 FOR GENERAL NOTES. B. ALL EQUIPMENT AND DUCTWORK SHOWN WITH THIN/LIGHT SOLID LINES IS EXISTING TO REMAIN. C. ALL EQUIPMENT AND DUCTWORK SHOWN WITH THICK/DARK DASHED LINES IS EXISTING TO BE REMOVED OR RELOCATED. D. RELEVANT EQUIPMENT AND DUCTWORK SHOWN IS BASED ON EXISTING DRAWINGS AND FIELD SURVEY. NOT ALL EXISTING EQUIPMENT AND DUCTWORK IS SHOWN. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AFFECTED BY THIS RENOVATION AND NOTIFY THE ENGINEER IF CONDITIONS ARE NOT AS INDICATED. E. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL UPON REMOVAL OF ALL SALVAGED ITEMS. OTHERWISE, REMOVE ALL DEMOLISHED ITEMS FROM THE SITE. F. REFER TO "NEW WORK" PLANS FOR DUCTWORK CONTINUATIONS AND/OR REPLACEMENTS. G. AFTER DUCTWORK REMOVAL, PATCH HOLES THROUGH WALLS AND FLOORS TO MATCH SURROUNDING CONDITIONS. H. REMOVE EXISTING DRYWALL/MASONRY WALLS AS REQUIRED TO COMPLETE WORK. PATCH AND PAINT WALLS TO MATCH EXISTING CONDITIONS. I. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO RELOCATE ANY PIPE, CONDUITS, DEVICES, OR STRUCTURES THAT CONFLICT WITH PROVIDING A LARGER DUCT OPENING THROUGH ROOF. 87 1 1 1 1 1 (E)RTU-1 (455 LBS) (E)RTU-4 (455 LBS) (E)RTU-2 (455 LBS) (E)RTU-5 (455 LBS) (E)RTU-3 (455 LBS) 22 2 2 3 1a A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 20 2 5 - 0 7 - 1 0 1 1 : 3 0 : 5 2 P M MD1.1 DE M O L I T I O N - R O O F P L A N - M E C H A N I C A L GENERAL NOTES CODED NOTES 1. EXISTING SUPPLY AIR AND RETURN AIR DUCTS SHALL REMAIN. REFER M1.0 FOR BELOW FLOOR DUCT ROUTING AND CONTINUATION. 2. EXISTING OUTSIDE AIR INTAKE HOOD TO BE REBALANCE AND REUSE AS PER SHOWN ON PROPOSED ROOF PLAN. REFER SHEET M1.1 FOR MORE INFORMATION. TYPICAL FOR ALL RTUs. 3. DISCONNECT EXISTING INTAKE HOOD AND PREPARE FOR RELOCATION EXTENSION, SEE M1.1 FOR ADDITIONAL INFORMATION. 1/4" = 1'-0"1DEMOLITION - ROOF PLAN - MECHANICAL A. REFER TO SHEET M0.0 FOR GENERAL NOTES. B. ALL EQUIPMENT AND DUCTWORK SHOWN WITH THIN/LIGHT SOLID LINES IS EXISTING TO REMAIN. C. ALL EQUIPMENT AND DUCTWORK SHOWN WITH THICK/DARK DASHED LINES IS EXISTING TO BE REMOVED OR RELOCATED. D. RELEVANT EQUIPMENT AND DUCTWORK SHOWN IS BASED ON EXISTING DRAWINGS AND FIELD SURVEY. NOT ALL EXISTING EQUIPMENT AND DUCTWORK IS SHOWN. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AFFECTED BY THIS RENOVATION AND NOTIFY THE ENGINEER IF CONDITIONS ARE NOT AS INDICATED. E. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL UPON REMOVAL OF ALL SALVAGED ITEMS. OTHERWISE, REMOVE ALL DEMOLISHED ITEMS FROM THE SITE. F. REFER TO "NEW WORK" PLANS FOR DUCTWORK CONTINUATIONS AND/OR REPLACEMENTS. G. AFTER DUCTWORK REMOVAL, PATCH HOLES THROUGH WALLS AND FLOORS TO MATCH SURROUNDING CONDITIONS. H. REMOVE EXISTING DRYWALL/MASONRY WALLS AS REQUIRED TO COMPLETE WORK. PATCH AND PAINT WALLS TO MATCH EXISTING CONDITIONS. I. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO RELOCATE ANY PIPE, CONDUITS, DEVICES, OR STRUCTURES THAT CONFLICT WITH PROVIDING A LARGER DUCT OPENING THROUGH ROOF. 88 T T T T T Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. (N)AC-1 (120 LBS) H-1 (973 LBS) EG-1-6"ø 75 CFM SD-4-12"ø 300 CFM 14 " x 1 4 " 10"ø 12"ø SD-4-12"ø 300 CFM12"ø 10"ø 12"ø10"ø 10 " ø 10 " ø SD-4-12"ø 275 CFM SD-4-12"ø 275 CFM SD-7-10"ø 275 CFM SD-7-10"ø 275 CFM 12 " ø 12"ø 14"ø 8"ø SD-2-8"ø 150 CFM SD-2-8"ø 150 CFM (N)EF-1 (73 LBS) EG-1-6"x6" 100 CFM EG-1-6"x6" 100 CFM 14"ø 14"ø 12" ø 6"ø RG-4-12"x12" 505 CFM RG-4-12"x12" 420 CFM RG-4-12"x12" 420 CFM 12"ø (E)16"x16" SA (E)16"x16" RA (E)16"x16" SA (E)16"x16" RA RG-3-10"x10" 235 CFM RG-4-12"x12" 430 CFM RG-4-12"x12" 430 CFM 12"ø 16"ø (E)SD-10"ø 175 CFM (E)SD-10"ø 175 CFM (E)SD-10"ø 175 CFM (E)SD-10"ø 175 CFM 14 " x 1 4 " 10"ø 10"ø (E)RG-48"x24" 1275 CFM / 1065 CFM (E)16"x16" SA (E)16"x16" RA (E)SD-10"ø 200 CFM 10 " ø SD-5-14"ø 400 CFM SD-5-14"ø 400 CFM SG-1-12"x8" 225 CFM SD-1-12"x8" 225 CFM SG-1-12"x8" 225 CFM SG-1-12"x8" 225 CFM 8"ø 12"ø 12"ø 8"ø 14"ø 6"ø 6"ø 6"ø SD-1-6"ø 75 CFM SD-1-6"ø 75 CFM SD-1-6"ø 75 CFM 16 " x 1 6 " 8" ø 6"ø (E)16"x16" SA (E)16"x16" RA RG-4-12"x12" 595 CFM / 500 CFM RG-4-12"x12" 595 CFM / 500 CFM 12 " ø SD-3-10"ø 245 CFM SD-3-10"ø 245 CFM SD-3-10"ø 230 CFM SD-3-10"ø 230 CFM SD-2-8"ø 150 CFM SD-2-8"ø 150 CFM RG-3-10"x10" 240 CFM RG-2-8"x8" 205 CFM SD-2-8"ø 130 CFM SD-2-8"ø 125 CFM 10 " ø 10 " ø (E)16"x16" SA (E)16"x16" RA RG-4-12"x12" 515 CFM RG-4-12"x12" 380 CFM 12"ø 12"ø 14 " x 1 4 " 12"ø 10 " ø 6" ø (E)RTU-1 (E)RTU-4 (E)RTU-5 (E)RTU-3 1 2 3 28"x12" 4 4 4 4 4 4 4 4 77 7 7 9 8 8 9 10 " ø (E)RTU-2 (E)RTU-3 (E)RTU-5 8 S S (E)RTU-2 S 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 6 6 10 10 1010 10 10 10 10 SD-1-6"ø 75 CFM 10 10 10 10 10 10 D 10 10 (E)12"ø (E)10"ø 12"ø 12"ø 14"ø 12"ø D 12"ø 12"ø 10"ø 8"ø 8"ø EG-5-18"x10" 560 CFM 12"ø6"ø 12 " ø 14"x14" 10"ø 10"ø 5 12"ø 16 " x 1 6 " 8"ø R D (E)SD-10"ø 150 CFM (E)SD-10"ø 150 CFM (E)SD-10"ø 150 CFM (E)SD-10"ø 200 CFM 12"ø 12"ø D D 8"ø 10 " ø 16 " x 1 6 " 14"ø 20"x16" (E)SD-10"ø 150 CFM (E)SD-10"ø 200 CFM 14"ø 4 10"ø 12"ø 14 " ø 12 " ø 10 " ø 8"ø 8"ø 8"ø12"ø 16"x16" GWH-1 (523 LBS) M CO CO M 1a1a 1a11 1a 1a1a 1a 10" ø 1a 12 13 13 1 3"ø 3"ø R 1a FSD FSD FSD FSD 4 4 4 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 20 2 5 - 0 7 - 1 1 1 2 : 2 3 : 0 5 A M M1.0 PR O P O S E D R E F L E C T E D C E I L I N G P L A N - M E C H A N I C A L 1/4" = 1'-0"1PROPOSED REFLECTED CEILING PLAN MECHANICAL GENERAL NOTES CODED NOTES 1. 14"ø EXHAUST AIR DUCT FROM INLINE EXHAUST FAN (N)EF-1 AND UP TO ROOF LEVEL. REFER SHEET M1.1 FOR CONTINUATION. 2. 20"x20" MAKE-UP AIR SUPPLY DUCT RUN FROM MAU-1 AND TRANSITION TO 20"x16" ABOVE CEILING LEVEL. REFER SHEET M1.1 FOR CONTINUATION. 3. (14"ø / 16"ø FIELD VERIFY) KITCHEN EXHAUST AIR DUCT RUN FROM KITCHEN HOOD H-1 UP TO ROOF LEVEL. REFER SHEET M1.1 FOR CONTINUATION. 4. NEW SUPPLY AIR OR RETURN AIR DUCTS SHALL CONNECT WITH EXISTING MAIN SUPPLY AIR OR RETURN AIR DUCTS AVAILABLE IN CEILING DOWN FROM EXISTING RTU'S AVAILABLE ON ROOF. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION OF EXISTING DUCT SYSTEMS PRIOR OF INSTALLTION. 5. PROVIDE WITH TITUS AG-95 NECK MOUNTED OPPOSED BLADE DAMPER INTEGRAL WITH TITUS RETURN AIR GRILLE. 6. PROVIDE WITH TITUS D-75 ROUND SLIDING BLADE NECK MOUNTED DAMPER INTEGRAL WITH TITUS SUPPLY AIR ROUND DIFFUSER. 7. PROVIDE WITH TITUS AG-15-AA ALUMINUM OPPOSED BLADE DAMPER INTEGRAL WITH TITUS SUPPLY AIR SIDE WALL GRILLE. 8. MOUNT NEW PROGRAMMABLE THERMOSTAT INTERLOCKED WITH ASSOCIATED EXISTING PACKAGED ROOFTOP EQUIPMENT AT 48" A.F.F IN THIS PROPOSED LOCATION. COORDINATE PLACEMENT WITH ALL DECOR AND EQUIPMENT, FIELD VERIFY WITH OWNER'S REPRESENTATIVE FOR THE FINAL LOCATION PRIOR TO INSTALLATION. 9. WALL MOUNTED REMOTE ZONE TEMPERATURE SENSOR SHALL BE MOUNTED AT 48" A.F.F. THE SENSING ELEMENTS SHALL BE WIRED BACK TO THE RESPECTIVE PROGRAMMABLE THERMOSTAT IN THE ADMIN OFFICE. COORDINATE PLACEMENT WITH DECOR AND EQUIPMENT, FIELD VERIFY WITH THE OWNER'S REPRESENTATIVE FOR THE FINAL LOCATION PRIOR TO INSTALLATION. 10. PROVIDE WITH TITUS D-75 NECK MOUNTED OPPOSED BLADE DAMPER INTEGRAL WITH TITUS SUPPLY AIR CEILING DIFFUSER. 11. WALL MOUNTED REMOTE CARBON DIOXIDE SENSOR SHALL BE MOUNTED 48" A.F.F. THE SENSING ELEMENTS SHALL BE WIRED BACK TO THE RESPECTIVE PROGRAMMABLE THERMOSTAT IN THE ADMIN OFFICE. COORDINATE PLACEMENT WITH DECOR AND EQUIPMENT, FIELD VERIFY WITH THE OWNER'S REPRESENTATIVE FOR THE FINAL LOCATION PRIOR TO INSTALLATION. THE CARBON DIOXIDE SENSOR SHALL ALSO BE INTERLOCKED WITH OPERATION OF FULLY MODULATING MOTORIZED DAMPER INSTALLED IN THE RETURN DROP OF ASSOCIATED ROOFTOP UNIT. 12. 10"ø ROUND OUTSIDE AIR DUCT, 300 CFM SHALL CONNECT TO RETURN AIR DUCT OF (E)RTU-3. 13. 3"ø INTAKE AIR CONNECTION AND 3"ø EXHAUST VENT CONNECTION DUCT UP TO ROOF AND TERMINATE THRU GOOSENECK. A. REFER TO SHEET M0.0 FOR GENERAL NOTES. B. ALL DUCT DIMENSIONS GIVEN ARE INSIDE DIMENSIONED. C. COORDINATE ALL OPENINGS IN FLOORS, ROOF, AND WALLS WITH THE GENERAL AND STRUCTURAL CONTRACTORS. D. RUN ALL DUCTS AS HIGH AS POSSIBLE WITH RETURN AND EXHAUST ABOVE SUPPLY AS OFTEN AS POSSIBLE. E. PROVIDE VOLUME BALANCING DAMPERS UPSTREAM OF ALL AIR INLET/OUTLETS UNLESS NOTED OTHERWISE. F. PROVIDE TURNING VANES IN ALL SUPPLY AIR SQUARE THROATED ELBOWS. G. ALL RECTANGULAR SUPPLY AIR BRANCH CONNECTIONS SHALL BE 45° TAKE-OFF FITTINGS AND ROUND SUPPLY AIR BRANCH CONNECTIONS SHALL BE BELLMOUTH FITTINGS. H. FLEXIBLE DUCTS TO DIFFUSERS MAXIMUM LENGTH 5'-0". FLEXIBLE DUCTS ARE NOT TO BE USED AS ELBOWS. I. ALL EXHAUST DUCTWORK FROM THE EXTERIOR PENETRATION TO THE BACK-DRAFT DAMPER SHALL BE EXTERNALLY INSULATED WITH 1.5" FIBERGLASS DUCT WRAP WITH FSK JACKET (R-6 MINIMUM). J. THERMOSTAT AND CONTROL WIRE IN EXPOSED AREAS SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE PAINTED (COLOR SELECTION BY ARCHITECT). 1a 1 89 KEF-1 (222 LBS) R 10' - 0" 225 CFM / 435 CFM OUTSIDE AIR 210 CFM / 400 CFM OUTSIDE AIR 255 CFM OUTSIDE AIR 305 CFM OUTSIDE AIR R 10' - 0" (N)GV-1 (37 LBS) 1 1 1 1 1 (E)RTU-2 (455 LBS) (E)RTU-5 (455 LBS) (E)RTU-3 (455 LBS) (E)RTU-4 (455 LBS) (E)RTU-1 (455 LBS) 2 3 R 10' - 0" R 10' - 0" 3 4 4 4 5 6 2400 CFM MAKE-UP AIR MAU-1 (1,617 LBS) 1a 7 8 8 1 1 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 20 2 5 - 0 7 - 1 1 1 2 : 2 2 : 1 0 A M M1.1 PR O P O S E D R O O F P L A N - M E C H A N I C A L GENERAL NOTES CODED NOTES 1. EXISTING SUPPLY AIR AND RETURN AIR DUCTS SHALL REMAIN. REFER M1.0 FOR BELOW FLOOR DUCT ROUTING AND CONTINUATION. 2. 14"ø EXHAUST AIR DUCT UP FROM (N)EF-1 AND TERMINATE TO GRAVITY RELIEF VENTILATOR (N)GV-1. 3. NEW GENERAL EXHAUST FAN AND KITCHEN EXHAUST FAN SHALL BE INSTALLED AND MAINTAIN 10'-0" OF CLEARANCE WITH ANY NEW OR EXISTING FRESH AIR INTAKE. 4. NEW ROASTER VENT FROM BELOW ROASTING ROOM COFFEE ROASTER AND TERMINATE THRU ROOF WITH STACK CAP (SHOWN HERE FOR REFERANCE ONLY). REFER COFFEE ROASTER INSTALLATION DRAWINGS PROVIDED FROM KITCHEN CONSULTANT FOR MORE INFORMATION. MAINTAIN 10'-0" OF CLEARANCE WITH ANY NEW OR EXISTING FRESH AIR INTAKE. 5. 20"x20" MAKE-UP AIR SUPPLY DUCT DOWN FROM MAU-1 TO BELOW FLOOR. REFER SHEET M1.0 FOR CONTINUATION. 6. (14"ø / 16"ø FIELD VERIFY) KITCHEN EXHAUST AIR DUCT UP FROM KITCHEN HOOD H-1 AND CONNECT TO EXHAUST FAN KEF-1. REFER SHEET M1.0 FOR CONTINUATION. 7. EXISTING INTAKE HOOD FOR (E)RTU-3 TO BE BLANKED OFF WITH INSULATED CAP AND SEALED WATER/AIR TIGHT. 8. 3"ø INTAKE AIR CONNECTION AND 3"ø EXHAUST VENT CONNECTION DUCT DOWN TO BELOW FLOOR. REFER SHEET M1.0 FOR CONTINUATION. 1/4" = 1'-0"1PROPOSED ROOF PLAN - MECHANICAL A. REFER TO SHEET M0.0 FOR GENERAL NOTES. B. ALL DUCT DIMENSIONS GIVEN ARE INSIDE DIMENSIONED. C. COORDINATE ALL OPENINGS IN FLOORS, ROOF, AND WALLS WITH THE GENERAL AND STRUCTURAL CONTRACTORS. D. RUN ALL DUCTS AS HIGH AS POSSIBLE WITH RETURN AND EXHAUST ABOVE SUPPLY AS OFTEN AS POSSIBLE. E. PROVIDE VOLUME BALANCING DAMPERS UPSTREAM OF ALL AIR INLET/OUTLETS UNLESS NOTED OTHERWISE. F. PROVIDE TURNING VANES IN ALL SUPPLY AIR SQUARE THROATED ELBOWS. G. ALL RECTANGULAR SUPPLY AIR BRANCH CONNECTIONS SHALL BE 45° TAKE-OFF FITTINGS AND ROUND SUPPLY AIR BRANCH CONNECTIONS SHALL BE BELLMOUTH FITTINGS. H. FLEXIBLE DUCTS TO DIFFUSERS MAXIMUM LENGTH 5'-0". FLEXIBLE DUCTS ARE NOT TO BE USED AS ELBOWS. I. ALL EXHAUST DUCTWORK FROM THE EXTERIOR PENETRATION TO THE BACK-DRAFT DAMPER SHALL BE EXTERNALLY INSULATED WITH 1.5" FIBERGLASS DUCT WRAP WITH FSK JACKET (R-6 MINIMUM). J. THERMOSTAT AND CONTROL WIRE IN EXPOSED AREAS SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE PAINTED (COLOR SELECTION BY ARCHITECT). K. EXISTING ROOFTOP UNITS TO REMAIN. AT THE START OF THE PROJECT, PROVIDE EQUIPMENT CLEANING AND SERVICE TO VERIFY GOOD OPERATING CONDITION. PROVIDE NEW AIR FILTERS AT START OF PROJECT AND END. VERIFY DUCT MOUNTED SMOKE DETECTORS IN PLACE AND OPERABLE, OTHERWISE, PROVIDE NEW ONES. 1a 1 1a 90 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 0 2 P M M3.1 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 91 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 0 7 P M M3.2 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 92 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 1 3 P M M3.3 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 93 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 1 8 P M M3.4 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 94 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 2 4 P M M3.5 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 95 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 3 0 P M M3.6 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 96 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B LU E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t wi t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 3 6 P M M5.0 DE T A I L S - M E C H A N I C A L 1 97 VENTILATION SCHEDULE ROOM NAME SPACE TYPE SPACE AREA (SF) OCCUPANT DENSITY 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ENERGY CODE MAX. DESIGN OUTSIDE AIR FLOW OUTSIDE AIR FLOW PROVIDED (CFM) SUPPLY AIR FLOW (CFM)RATIO OF OA/SA (%)PEOPLE OA RATE (CFM/PERSON) AREA OA RATE (CFM * SQ.FT.) BREATHING ZONE OUTSIDE AIR (CFM) PEOPLE RATE AREA RATE (STANDARD) (E)RTU-1 KITCHEN KITCHEN (COOKING)287 4 7.5 0.12 64.44 15 60 0.15 43.05 64.44 95 600 16% PRODUCTION / SHIPPING & RECEIVING SHIPPING & RECEIVING 1059 2 10 0.12 147.08 15 30 0.15 158.85 158.85 160 1000 16% TOTALS OF (E)RTU-1 1346 6 211.52 15 90 0.15 201.9 223.29 255 1600 16% (E)RTU-2 RETAIL SEATING CAFETERIA / FAST FOOD DINING 866 29 7.5 0.18 373.38 15 435 0.15 129.9 435 435 1500 29% TOTALS OF (E)RTU-2 866 29 373.38 15 435 0.15 129.9 435 435 1500 29% (E)RTU-3 ADMIN OFFICE OFFICE SPACE 175 2 5 0.06 20.5 15 30 0.15 26.25 30 50 255 20% COFFEE BAR BAR COCKTAIL LOUNGE 720 8 7.5 0.18 189.6 15 120 0.15 108 189.6 190 950 20% TRAINING/ QC LAB KITCHENETTE 230 4 7.5 0.12 57.6 15 60 0.15 34.5 60 60 300 20% TOTALS OF (E)RTU-3 1125 14 267.7 15 210 0.15 168.75 279.6 300 1505 20% (E)RTU-4 PANTRY KITCHEN (COOKING)270 4 7.5 0.12 62.4 15 60 0.15 40.5 62.4 65 300 22% ROASTING ROOM KITCHEN (COOKING)798 15 7.5 0.12 208.26 15 225 0.15 119.7 225 240 1100 22% TOTALS OF (E)RTU-4 1068 19 270.66 15 285 0.15 160.2 287.4 305 1400 22% (E)RTU-5 RETAIL ENTRY CAFETERIA / FAST FOOD DINING 523 25 7.5 0.18 281.64 15 375 0.5 261.5 375 375 1100 34% HALL CORRIDOR 78 0 0 0.06 4.68 15 0 0.15 11.7 11.7 25 75 33% MECH TELEPHONE CLOSET 64 0 0 0 0 0 0 0 0 0 0 75 0% TOILET 1 RESTROOM 52 1 0 0 0 0 0 0 0 0 0 75 0% TOILET 2 RESTROOM 52 1 0 0 0 0 0 0 0 0 0 75 0% TOTALS OF (E)RTU-5 769 27 286.32 15 375 0.15 273.2 386.7 400 1400 29% TOTAL AIR PROVIDED (CFM)1611.99 1695 7405 23% EXHAUST FAN SCHEDULE TAG TYPE PERFORMANCE DATA MOTOR DATA ELECTRICAL DATA DIMENSION DATA WEIGHT (LBS)MAKE MODEL NOTESAIR VOLUME (CFM) TOTAL SP (IN WG.)FAN RPM OPERATING POWER (HP)ENCLOSURE SIZE (HP)MOTOR RPM V/PH/HZ MCA MOCP FLA (AMPS)HEIGHT (INCH) WIDTH (INCH) LENGTH (INCH) (N)EF-1 DIRECT DRIVE CENTRIFUGAL INLINE FAN 835 1.25 1,752 0.38 ODP 3/4 1,950 115/1/60 13 25 10.5 21 21 23 73 GREENHECK SQ-130HP-VG ALL NOTES 1. FURNISH WITH VARI-GREEN EC MOTOR WITH DRIVE (0-10VDC SIGNAL) FACTORY MOUNTED, WIRED, AND PROGRAMMED ON EXTERIOR OF FAN HOUSING. 2. FURNISH WITH JUNCTION BOX MOUNTED AND WIRED, NEMA-1 TOGGLE SWITCH SHIPPED SEPRATE. 3. FURNISH WITH INLINE DAMPER BD-330-PB-18x18, GRAVITY OPERATED, NOT COATED. 4. CONTRACTOR TO COORDINATE INTERLOCK CONTROLS WITH BUILDING OCCUPANCY SCHEDULE. COORDINATION CONTRACTORS SHALL PROVIDE COORDINATION DRAWINGS PRIOR TO DISTRIBUTION OF SUBMITTALS AND ORDERING EQUIPMENT. COORDINATION DRAWINGS SHALL SHOW CLEAR INDICATED OF COORDINATION WITH OTHER TRADES, INCLUDING STRUCTURAL, CEILINGS, AND FIRE PROTECTION. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER / ARCHITECT /ENGINEER PRIOR TO ROUGH-IN OR ORDERING OF EQUIPMENT. MAINTAIN MANUFACTURER RECOMMENCED CLEARANCES AND ACCESS TO ALL REMOVABLE PANELS AND DOORS. ALL FILTERS SHALL BE FULL SIZE AND STANDARD SIZE AND ACCESS SHALL ALLOW FOR EASY REPLACEMENT OF FILTERS. DUCT INSULATION TABLE DUCT SERVICES MINIMUM INSULATION THICKNESS (IN) DENSITTY (LB/CU.FT.) "R" VALUE (HR.SQ.FT. ° F/BTU) INDOOR CONCEALED SUPPLY AIR AND RETURN AIR 1.5 1.5 4.2 INDOOR CONCEALED EXHAUST DUCT BETWEEN FLEXIBLE CONNECTION AND PENETRATION OF BUILDING EXTERIOR 1.5 1.5 4.2 OUTDOOR EXPOSED DUCTING WILL REQUIRE FIELD APPLIED ALUMINUM JACKET. SEE SPECIFICATIONS FOR MORE INFORMATION. MAY USE MINERAL FIBER BOARD/ FLEXIBLE ELASTOMERIC GENERAL EQUIPMENT NOTES ALL EQUIPMENT REQUIRING VFD'S OR STARTERS SHALL BE PROVIDED WITH THE EQUIPMENT. VFD'S SHALL BE EQUIPPED WITH INTEGRAL DISCONNECTS. ANY OUTDOOR VFD'S SHALL BE PROVIDE WITH NEMA 3R ENCLOSURE, COORDINATE WITH EC TO PROVIDE POWER FOR THE ENCLOSURE (IF NEEDED). UNLESS NOTED OTHERWISE, EQUIPMENT SHALL COME WITH INTEGRAL DISCONNECTS AND SINGLE POINT ELECTRICAL CONNECTIONS. COORDINATE ANY CHANGES OF EQUIPMENT LOCATIONS, SELECTIONS AND RFI'S WITH THE ELECTRICAL AND PLUMBING CONTRACTORS AND OTHER TRADES AIR CURTAIN SCHEDULE TAG AIR FLOW VOLUME (CFM) AVG. VELOCITY (FPM)UNIFORMITY (%) POWER RATINGS (WATTS) MOTOR HP NOZZLE LENGTH (IN) ELECTRICAL DATA DIMENSION DATA WEIGHT (LBS)MAKE MODEL NOTES V/PH/HZ FLA (AMPS)HEIGHT (INCH) WIDTH (INCH) LENGTH (INCH) (N)AC-1 2,758 2,206 84 1000 (2) 1/2 72 115/1/60 10.2 11 13 72 120 MARS N272-2UA-OB ALL NOTES 1. PROVIDE WITH (2) 1/2 HP CONTINUOUS DUTY TEAO MOTORS (NEMA 1). 2. PROVIDE WITH TOP AND WALL MOUNTING HOLES. 3. PROVIDE WITH ADJUSTABLE AIR DIRECTIONAL VANES WITH 40° SWEEP FRONT TO BACK, COORDINATE COLOR SELECTION WITH ARCHITECT. GRAVITY RELIEF VENTILATOR SCHEDULE TAG APPLICATION AIR VOLUME (CFM) STATIC PRESSURE (IN. WG) THROAT AREA (SQFT) THROAT VELOCITY (SQFT) FREE AREA (%) FREE AREA VELOCITY (FT/MIN) DIMENSION DATA TOTAL WEIGHT (LBS) MAKE MODEL NOTESHEIGHT (INCH) DEPTH (INCH) WIDTH (INCH) (N)GV-1 EXHAUST 835 0.064 1.12 746 36.2 481 11.75 29 29 37 GREENHECK GRSR-15 ALL NOTES 1. PROVIDE WITH 14" H x 22" W x 22" L CURB FROM GREENHECK MODEL #GPI-22-A14. 2. PROVIDE WITH ALUMINUM BIRD SCREEN AND INSECT SCREEN. AIR BALANCE SCHEDULE UNIT SUPPLY AIR FLOW (CFM) RETURN AIR FLOW (CFM) OUTDOOR AIR FLOW (CFM) EXHAUST AIR FLOW (CFM) PRESSURE ZONE 1 (E)RTU-1 +1600 -1345 +255 -+255 MAU-1 -- +2100 -+2100 KEF-1 --- -2500 -2500 SUBTOTAL +1600 -1345 +2355 -2500 -145 ZONE 2 (E)RTU-2 +1500 -1065 +435 -+435 SUBTOTAL +1500 -1065 +435 -+435 ZONE 3 (E)RTU-3 +1505 -1205 +300 -+300 (N)EF-1 ----75 -75 SUBTOTAL +1505 -1205 +300 -75 +225 ZONE 4 (E)RTU-4 +1400 -1095 +305 -+305 (N)EF-1 ----560 -560 SUBTOTAL +1400 -1095 +305 -560 -255 ZONE 5 (E)RTU-5 +1400 -1000 +400 -+400 (N)EF-1 ----200 -200 SUBTOTAL +1400 -1000 +400 -200 +200 TOTAL +7405 -5710 +3795 -3335 +460 NOTES: INTAKE EXCEEDS EXHAUST FOR BUILDING PRESSURIZATION. LOCAL BALANCE IN THE KITCHEN IS -305 CFM. KITCHEN HOOD REQUIRES AIR BALANCE REPORT FOR FINAL INSPECTION. AIR DISTRIBUTION SCHEDULE MARK SERVICE MAKE MODEL OVERALL SIZE NECK SIZE MAX CFM MAX NC MOUNTING TYPE BLOW PATTERN THROW NOTES SD-1 SUPPLY TITUS PCS-AA 24"x24" / 12"x12"6"ø 98 13 DROP FACE 4-WAY 2-4-8 ALL SD-2 SUPPLY TITUS PCS-AA 24"x24" / 12"x12"8"ø 175 15 DROP FACE 4-WAY 2-5-10 ALL SD-3 SUPPLY TITUS PCS-AA 24"x24" / 16"x16"10"ø 273 20 DROP FACE 4-WAY 2-5-14 ALL SD-4 SUPPLY TITUS PCS-AA 24"x24"12"ø 393 21 DROP FACE 4-WAY 3-6-16 ALL SD-5 SUPPLY TITUS PCS-AA 24"x24"14"ø 535 22 DROP FACE 4-WAY 3-7-19 ALL SD-6 SUPPLY TITUS PCS-AA 24"x24"16"ø 698 23 DROP FACE 4-WAY 3-8-22 ALL SD-7 SUPPLY TITUS TMRA 18"ø 10"ø 327 22 DUCT MOUNT N/A 4-6-11 1,4 SD-8 SUPPLY TITUS TMRA 22"ø 12"ø 470 23 DROP FACE N/A 4-7-13 1,4 SG-1 SUPPLY TITUS 300FL 14"x10"12"x8" 285 15 SIDE WALL N/A 14-22-31 1,4 RG-1 RETURN TITUS PAR 24"x24" / 12"x12" 6"x6"100 N/A DROP FACE N/A N/A ALL RG-2 RETURN TITUS PAR 24"x24"8"x8" 222 14 DROP FACE N/A N/A ALL RG-3 RETURN TITUS PAR 24"x24"10"x10" 347 17 DROP FACE N/A N/A ALL RG-4 RETURN TITUS PAR 24"x24"12"x12" 600 24 DROP FACE N/A N/A ALL RG-5 RETURN TITUS PAR 24"x24"15"x15" 938 26 DROP FACE N/A N/A ALL RG-6 RETURN TITUS PAR 24"x24"18"x18" 1125 24 DROP FACE N/A N/A ALL EG-1 EXHAUST TITUS PAR 24"x24" / 12"x12" 6"x6"100 N/A DROP FACE N/A N/A ALL EG-2 EXHAUST TITUS PAR 24"x24"8"x8" 222 14 DROP FACE N/A N/A ALL EG-3 EXHAUST TITUS PAR 24"x24"10"x10" 347 17 DROP FACE N/A N/A ALL EG-4 EXHAUST TITUS PAR 24"x24"12"x12" 600 24 DROP FACE N/A N/A ALL EG-5 EXHAUST TITUS 350RL 20"x12" 18"x10"666 20 SIDE WALL N/A N/A 1 NOTES 1. PROVIDE WITH VANES ADJUSTED FOR VERTICAL AIR PATTERN. 2. PROVIDE WITH 1/2"x1/2"x1/2" ALUMINUM CORE. 3. PROVIDE WITH 24"x24" FACE PLATE WITH ASSOCIATED 12"x12" DIFFUSER / GRILLE WHEN APPLICABLE. 4. PROVIDE MANUFACTURED INSULATED PAN ASSEMBLY FOR ALL SUPPLY AND VENTILATION AIR DIFFUSERS. 5. PROVIDE GYP. BOARD INSTALLATION KIT FOR AIR DEVICES INSTALLED IN DRYWALL CEILING. ABBREVIATIONS: SD = SUPPLY AIR DIFFUSER, RG = RETURN AIR GRILLE, EG = EXHAUST AIR GRILLE, SG = SUPPLY AIR GRILLE A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 20 2 5 - 0 7 - 1 1 1 2 : 3 5 : 5 1 A M M6.0 SC H E D U L E S - M E C H A N I C A L 1a 1a 98 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 4 2 P M M8.0 SP E C I F I C A T I O N S - M E C H A N I C A L 99 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 4 9 P M M9.0 TI T L E 2 4 - M E C H A N I C A L 100 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 5 5 P M M9.1 TI T L E 2 4 - M E C H A N I C A L 101 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 4 A M E0.0 GE N E R A L I N F O R M A T I O N - EL E C T R I C A L 1a 102 NO PA R K I N G CL E A N A I R VE H I C L E FROM UTILITY TRANSFORMER A K2 K1 B 1 MS B Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry RetailEntry SeatingRetail Coffee Bar QC LabTraining/ Shipping & RecievingProduction/ Roasting Room Hall Pantry Admin. Mech. A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 As indicated 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 4 A M ES1.0 PR O P O S E D S I T E P L A N - EL E C T R I C A L 1/8" = 1'-0"1PROPOSED SITE PLAN - ELECTRICAL GENERAL NOTES A. REFER TO SHEET E0.0 FOR GENERAL NOTES. CODED NOTES 1. COORDINATE TRANSFORMER SECONDARY FEEDERS/CONDUIT WITH DRY UTILITY DRAWINGS/CONSULTANT. 4 103 Display / Sales Area Hallway Toilet Utility Dressing Rm. Staging Area Adjacent Property (D) PANEL B (D) PANEL A (D) SERVICE PANEL (D) METERS 2 1 1 1 1 1 1 3 3 4 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 5 A M ED1.0 DE M O L I T I O N - FI R S T F L O O R P L A N - EL E C T R I C A L 1/4" = 1'-0"ADEMOLITION - FIRST FLOOR PLAN - POWER GENERAL NOTES CODED NOTES 1. DISCONNECT AND REMOVE INCLUDING BUT NOT LIMITED TO EXISTING RECEPTACLES, JUNCTION BOXES, DISCONNECT SWITCHES, ELECTRICAL EQUIPMENT, ELECTRICAL DEVICES, CONNECTIONS, WIRING, CONDUITS, ACCESSORIES IN THE ROOM. UNLESS NOTED OTHERWISE. 2. EXISTING RECESSED PANEL ‘A’TO BE DEMOLISHED AND TO BE REPLACED WITH A NEW SURFACE MOUNT PANEL REFER TO NEW WORK PLAN E1.0 FOR NEW LOCATION. ALL THE EXISTING BRANCH WIRES AND CONDUITS TO REMAIN AND TO BE EXTENDED UP TO NEW LOCATION. DISCONNECT AND REMOVE EXISTING FEEDER FROM THE EXISTING SERVICE PANEL AND TO BE RE-FED FROM NEW SERVICE PANEL. REFER TO SHEETS E1.0 AND E6.0 FOR ADDITIONAL INFORMATION. 3. DISCONNECT AND REMOVE EXISTING SERVICE PANEL AND METERS. ALL ASSOCIATED FEEDERS, CONNECTIONS, CONDUITS TO BE DEMOLISHED. COORDINATE DEMOLITION WORK WITH UTILITY COMPANY AND ADHERE TO UTILITY STANDARDS AND REQUIREMENTS. 4. DISCONNECT AND REMOVE INCLUDING BUT NOT LIMITED TO ELECTRICAL PANEL, WIRES, CONDUITS, CONNECTIONS, ACCESSORIES. A. REFER SHEET E-0.0 FOR GENERAL NOTES. B. EXISTING LAYOUT IS BASED ON AS-BUILT DOCUMENTS AND SITE SURVEY DATA AVAILABLE. EC SHALL FIELD VERIFY EXISTING CONDITION FOR ANY DEVIATION. ANY OTHER ELECTRICAL EQUIPMENT, DEVICE, LIGHT FIXTURE NOT SHOWN ON LAYOUT SHALL BE COORDINATED WITH OWNER PRIOR TO WORK. C. EXISTING CONDUIT RUNS ARE NOT SHOWN, A FULL ATTEMPT HAS BEEN MADE TO SHOW CERTAIN EXISTING CONDITIONS, TAKEN FROM EXISTING RECORD DRAWINGS OR FIELD VERIFIED, ON THIS PROJECT. THE DRAWINGS SHOWING LOCATION OF EXISTING EQUIPMENT, OUTLETS, FIXTURES, QUANTITY, ETC., IN EXISTING AREAS ARE APPROXIMATE ONLY. FIELD VERIFY QUANTITIES, DEVICES, AND DEVICE LOCATIONS. D. EXISTING ELECTRICAL WIRING THAT WILL NOT BE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION, AS REQUIRED OR DIRECTED. WHERE REQUIRED, SHOWN AND/OR DIRECTED, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. EXTEND CONDUITS AND PULL NEW WIRING, OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING, OR REPLACE OLD WIRING WITH NEW WIRE(S) WHERE NECESSARY. E. PRESERVE CIRCUITING, SWITCHING AND CONTROL WIRING FOR EXISTING FIXTURES TO REMAIN. FIELD VERIFY AND MAKE SAFE EXISTING CIRCUITING AND CONTROL WIRING FOR CONNECTION OF NEW AND RELOCATED LIGHTING FIXTURES IN THE AREA. F. EXISTING CONDUIT TO BE ABANDONED SHALL BE REMOVED IF EXPOSED, IN A CRAWL SPACE, OR IN AN ACCESSIBLE CEILING. CUT, CAP, AND PLUG EXISTING CONDUIT INACCESSIBLE AREAS OR WHERE IT IS NOT POSSIBLE TO BE REMOVED. REMOVE EXISTING ELECTRICAL DEVICES, EQUIPMENT, BRANCH CIRCUITS, AND FEEDERS IN THEIR ENTIRETY BACK TO THEIR POINT OF ORIGIN UNLESS OTHERWISE INDICATED. TURN OFF AND LABEL CIRCUIT BREAKERS AS SPARES FOR NEW WORK. G. PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING, OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS REPAIR ALL SURFACES, ETC.; AS REQUIRED. PROTECT EXISTING-TO-REMAIN FLOORS, WALLS, AND PANELS. H. ALL SALVAGED EXISTING ELECTRICAL EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. THE ELECTRICAL EQUIPMENT INCLUDES THE FOLLOWING: LIGHTING FIXTURES, DISCONNECT SWITCHES, SWITCHES, AND COPPER CONDUCTORS. ANY ELECTRICAL DEVICES THAT ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE TURNED OVER TO THE OWNER. I. RECYCLE OR DISPOSE MATERIALS OFF-SITE AND INCLUDE ALL COSTS IN BID. HANDLE ALL MATERIALS IN ACCORDANCE WITH LEED REQUIREMENTS, ALL FEDERAL, STATE, AND LOCAL REGULATIONS. J. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, OR OTHER ELECTRICAL DEVICES BEING OMITTED SHALL BE REMOVED. IF IT IS NOT POSSIBLE TO REMOVE THE DEVICE, PROVIDE BLANK COVER PLATES TO THE OUTLET BOX AND REMOVE THE WIRING, WHERE EXISTING WALLS REMAIN INTACT. K. PROVIDE CODE-COMPLIANT SUPPORT TO EXISTING-TO-REMAIN UNSUPPORTED CONDUITS AND BOXES WHERE CEILINGS ARE TO BE REMOVED. RE-ROUTE BRANCH CIRCUITS AND RELOCATE JUNCTION BOXES AS REQUIRED TO FACILITATE INSTALLATION OF NEW EQUIPMENT AND SYSTEM. 4 4 104 D D OS OS OS OS D D OS OS D D D (D)(D)(D)(D) (D)(D)(D) (D) (D) (D) (D)(D) (D) (D) (D) (D) (D) (D)(D) (D)(D) (D) (D)(D) (D) (D) (D)(D) (D)(D) (D)(D) (D) (R)(R)(R)(R)(R)(R)(R) (R)(R)(R)(R)(R)(R)(R) (R)(R)(R)(R)(R)(D)(D) (D)(D)(D)(D) (D) (D)(D)(D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D)(D)(D) (D) (D) (D) (D) (D) (R)(R) (R)(R) (R)(R) (D) (D) (D) (D)(D) (D) (D)(D) (D)(D) (D) (D) (D) Entry (E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E) (E) (E) (E) (D) 1 1 1 1 2 1 1 1 (D) A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 6 A M ED2.0 DE M O L I T I O N - RE F L E C T E D C E I L I N G P L A N - LI G H T I N G 1/4" = 1'-0"1DEMOLITION - REFLECTED CEILING PLAN - LIGHTING GENERAL NOTES CODED NOTES 1. DISCONNECT AND REMOVE, INCLUDING BUT NOT LIMITED TO LIGHTING FIXTURES, LIGHTING CONTROLS, ACCESSORIES, CONNECTIONS, CONDUITS, WIRING ASSOCIATED WITH EXISTING LIGHTING FIXTURES LABELLED WITH (D) BACK TO SOURCE PANEL. 2. DISCONNECT, REMOVE AND RELOCATE EXISTING LIGHT FIXTURE LABELLED WITH (R). DISCONNECT AND REMOVE ASSOCIATED ACCESSORIES, CONNECTIONS, WIRES, CONDUITS BACK TO SOURCE PANEL. REFER TO NEW WORK ON E2.0 FOR THE NEW LOCATIONS, AFTER REMOVAL, STORE AND PROTECT FIXTURES FOR RE-USE. A. REFER SHEET E-0.0 FOR GENERAL NOTES. B. EXISTING LAYOUT IS BASED ON AS-BUILT DOCUMENTS AND SITE SURVEY DATA AVAILABLE. EC SHALL FIELD VERIFY EXISTING CONDITION FOR ANY DEVIATION. ANY OTHER ELECTRICAL EQUIPMENT, DEVICE, LIGHT FIXTURE NOT SHOWN ON LAYOUT SHALL BE COORDINATED WITH OWNER PRIOR TO WORK. C. EXISTING CONDUIT RUNS ARE NOT SHOWN, A FULL ATTEMPT HAS BEEN MADE TO SHOW CERTAIN EXISTING CONDITIONS, TAKEN FROM EXISTING RECORD DRAWINGS OR FIELD VERIFIED, ON THIS PROJECT. THE DRAWINGS SHOWING LOCATION OF EXISTING EQUIPMENT, OUTLETS, FIXTURES, QUANTITY, ETC., IN EXISTING AREAS ARE APPROXIMATE ONLY. FIELD VERIFY QUANTITIES, DEVICES, AND DEVICE LOCATIONS. D. EXISTING ELECTRICAL WIRING THAT WILL NOT BE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION, AS REQUIRED OR DIRECTED. WHERE REQUIRED, SHOWN AND/OR DIRECTED, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. EXTEND CONDUITS AND PULL NEW WIRING, OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING, OR REPLACE OLD WIRING WITH NEW WIRE(S) WHERE NECESSARY. E. PRESERVE CIRCUITING, SWITCHING AND CONTROL WIRING FOR EXISTING FIXTURES TO REMAIN. FIELD VERIFY AND MAKE SAFE EXISTING CIRCUITING AND CONTROL WIRING FOR CONNECTION OF NEW AND RELOCATED LIGHTING FIXTURES IN THE AREA. F. EXISTING CONDUIT TO BE ABANDONED SHALL BE REMOVED IF EXPOSED, IN A CRAWL SPACE, OR IN AN ACCESSIBLE CEILING. CUT, CAP, AND PLUG EXISTING CONDUIT INACCESSIBLE AREAS OR WHERE IT IS NOT POSSIBLE TO BE REMOVED. REMOVE EXISTING ELECTRICAL DEVICES, EQUIPMENT, BRANCH CIRCUITS, AND FEEDERS IN THEIR ENTIRETY BACK TO THEIR POINT OF ORIGIN UNLESS OTHERWISE INDICATED. TURN OFF AND LABEL CIRCUIT BREAKERS AS SPARES FOR NEW WORK. G. PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING, OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS REPAIR ALL SURFACES, ETC.; AS REQUIRED. PROTECT EXISTING-TO-REMAIN FLOORS, WALLS, AND PANELS. H. ALL SALVAGED EXISTING ELECTRICAL EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. THE ELECTRICAL EQUIPMENT INCLUDES THE FOLLOWING: LIGHTING FIXTURES, DISCONNECT SWITCHES, SWITCHES, AND COPPER CONDUCTORS. ANY ELECTRICAL DEVICES THAT ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE TURNED OVER TO THE OWNER. I. RECYCLE OR DISPOSE MATERIALS OFF-SITE AND INCLUDE ALL COSTS IN BID. HANDLE ALL MATERIALS IN ACCORDANCE WITH LEED REQUIREMENTS, ALL FEDERAL, STATE, AND LOCAL REGULATIONS. J. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, OR OTHER ELECTRICAL DEVICES BEING OMITTED SHALL BE REMOVED. IF IT IS NOT POSSIBLE TO REMOVE THE DEVICE, PROVIDE BLANK COVER PLATES TO THE OUTLET BOX AND REMOVE THE WIRING, WHERE EXISTING WALLS REMAIN INTACT. K. PROVIDE CODE-COMPLIANT SUPPORT TO EXISTING-TO-REMAIN UNSUPPORTED CONDUITS AND BOXES WHERE CEILINGS ARE TO BE REMOVED. RE-ROUTE BRANCH CIRCUITS AND RELOCATE JUNCTION BOXES AS REQUIRED TO FACILITATE INSTALLATION OF NEW EQUIPMENT AND SYSTEM. L. UNLESS NOTED OTHERWISE, ALL EXISTING LIGHTING FIXTURES LABELLED AS (E) SHALL REMAIN IN PLACE. CONTRACTOR SHALL MAKE SURE THAT ANY NEW WORK SHALL NOT AFFECT THE EXISTING OPERATION OF EXISTING LIGHT FIXTURES. 105 J J Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. +26" 118 +16"135 +26" 134 +16"132 +26" 120 +18" 127 +18" 128 +18" +18" 124 +18"+26" 120 +26" 118 +46"+46" 113 +46" 111 +16" 110 107 +16" 106 +16" +46"+46" 104 +46" +32" +42" 142+42" 141 139 +16" +42" 140 +16" 143145 146 +32" 153 +66" 147 +16" 152 +16"+48" +42"163 +42"162 +16" 164 +16" 165 +16"166 +16" 158 +16" 192 +16" 193 +48" +48" +48" +48" 169 +48" +16" +16" 197 +42" +42" +42" +42" +16" 204 +26" 208 +26" 210 212 +42" +42" 213 +42"211 +16" +16" 187 +16" 184 +16"178 175 +16" 214 +42" +42" K1K2A +48" 169 K1-14 K1-16 K1-15,17 K1-18 K1-19 K1-20,22 K1-21,23 K1-25,27 K1-26 K1-28 K1-30,32 K1-31 K1-33 K1-34 K1-35 K1-36,38 K2-2 K1-37 K1-40 K1-39 K1-42K1-41K1-44 K1-43 K2-1,3 K2-4 K2-5 B-31 B-22 K1-46 K1-45 K1-48 K1-47 K1-12 K1-50,52 B-19 B-21 B-24 K1-10 K1-9,11 K1-8 K1-4,6 K1-3,5 K1-2 B-13 B-10 B-14,16 B-15 B-17 B-25 B-8 B -9 B -11 B -6 B -5 216 B K1-13 182 B-27,29 195 B-26,28 K1 -1 K1 -24 K1 -29 (N ) A C -1 B -34 B -36 MS B K2 -8(N)EF-1 +46" 103 K1-49 +40" 155 K2-6 1 1 1 2 HOOD CONTROL PANEL 30A-2P 3 30A-1P 30A-1P 216 K1-54 +42"+42" +16" +6" 120.1 120.1 210.1 186.3 186.2 186.1 194 +16"135 K1-51,53 4 GB 5 B -7 B -39 B -44 GWH-1 RCP-1 B -41 B -43 UNDER COUNTER UNDER BENCH B -12 B -46 6 8 K1 -7 B -23 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 8 A M E1.0 PR O P O S E D F I R S T F L O O R P L A N - PO W E R 1/4" = 1'-0"1PROPOSED FIRST FLOOR PLAN - POWER GENERAL NOTES CODED NOTES 1. COORDINATE NEMA RATING WITH KITCHEN CONSULTANT DRAWINGS PRIOR TO ROUGH-IN. 2. PROVIDE ALL CONTROL WIRING, CONDUIT, ACCESSORIES PER HOOD SYSTEM DRAWINGS. COORDINATE LOCATION AND INSTALLATION WITH HOOD/KITCHEN CONSULTANT. 3. COORDINATE LOCATION, MOUNTING WITH KITCHEN CONSULTANT DRAWINGS PRIOR TO ROUGH-IN. 4. EXISTING "PANEL A" RELOCATED TO NEW LOCATION. RE-FEED "PANEL A' FROM NEW SERVICE PANEL "MSB". INTERCEPT ALL EXISTING BRANCH CIRCUITS FED FROM "PANEL A" AND EXTEND UP TO NEW LOCATION. MAKE NECESSARY MODIFICATIONS TO HAVE ALL EXISTING BRANCH CIRCUITS OPERATIONAL. 5. PROVIDE A SEPARATE GROUND BUS. FOR MORE INFORMATION SEE DETAIL#8 ON SHEET E5.0. 6. ANY ELECTRICAL OUTLETS INSTALLED BACK TO BACK ON THE FIRE RATED WALL SHALL HAVE MINIMUM 24" HORIZONTAL SEPERATION. 7. EXISTING RECESSED PANEL 'A' TO BE REPLACED WITH A NEW SURFACE MOUNT PANEL. ALL THE EXISTING BRANCH WIRES, CONDUITS ASSOCIATED WITH EXISTING PANEL 'A' TO BE EXTENDED UP TO NEW THE LOCATION AS SHOWN. NEW PANEL TO BE RE-FED FROM NEW SERVICE PANEL. REFER TO E6.0 FOR ADDITIONAL INFORMATION. 8. NO ELECTRICAL CONNECTION TYPE INFORMATION (PLUG OR DIRECT) AVAILABLE FOR THE EQUIPMENT. COORDINATE PLUG TYPE/RATING WITH KITCHEN CONSULTANT/OWNER PRIOR TO ROUGH-IN. A. REFER TO SHEET E0.0 FOR GENERAL NOTES. B. COORDINATE ELEVATION OF KITCHEN RECEPTACLES, JUNCTION BOXES WITH KITCHEN CONSULTANT DRAWINGS PRIOR TO ROUGH IN. C. ALL RECEPTACLES IN KITCHEN/PREP AREAS SHALL BE GFCI PER CEC 210.8.B.2. PROVIDE GFCI CIRCUIT BREAKER IN LIEU OF GFCI RECEPTACLE WHERE THE RECEPTACLE IN NOT READILY ACCESSIBLE TO COMPLY WITH CODE. D. ALL DEVICES SHALL BE RECESSED IN WALL OR FLOOR MOUNTED, NO POWER POLES ARE ALLOWED. E. REFER TO KITCHEN EQUIPMENT SCHEDULE ON SHEET E6.0 FOR ADDITIONAL INFORMATION. F. COORDINATE WITH KITCHEN CONSULTANT DRAWINGS FOR REQUIREMENT OF HARDWIRE (DIRECT) CONNECTION OR RECEPTACLE CONNECTION (THAT CORRESPONDS WITH EQUIPMENT PLUG) FOR THE KITCHEN EQUIPMENT. KITCHEN EQUIP CIRCUIT LEGEND ###XX -YY XX:PANEL NAME YY:CIRCUIT NUMBER ###:KITCHEN EQUIPMENT ID 4 4 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 106 KEF-1 B -18,20 WP WP WP B -30,32 (E)RTU-1(E)RTU-4 (E)RTU-2 (E)RTU-5 (E)RTU-3 100A-2P 1 B -33 MAU-1 2 2 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 9 A M E1.1 PR O P O S E D R O O F P L A N - EL E C T R I C A L GENERAL NOTES CODED NOTES A. REFER TO SHEET E0.0 FOR GENERAL NOTES. B. COORDINATE WITH MEACHANICAL AND KITCHEN CONSULTANT DRAWINGS PRIOR TO WORK. 1/4" = 1'-0"1PROPOSED ROOF PLAN - ELECTRICAL 1. FACTORY INSTALLED DISCONNCECT SWITCH SHALL BE PROVIDED WITH KITCHEN EXHAUST FAN. COORDINATE WITH KITCHEN CONSULTANT PRIOR TO WORK. IF NOT PROVIDED, EC SHALL PROVIDE A 30A-1P DISCONNECT SWITCH. 2. SHOWN FOR REFERENCE ONLY, SEE M1.1 FOR MORE INFORMATION. 107 OS D OS OS OS D D OS OS OS D OS OS OS OS OS D D TC D D PC Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. A A AA A A A A AAA G G G G F D D D D D D D D D D D D D D D D D D D D D D D D C C C C C C C F F F F (R)(R)(R)(R)(R)(R)(R)(R)(R)(R) (R)(R)(R)(R)(R)(R)(R)(R)(R) (R) (R)(R) (R) (R)(R) H H H H D D D D D D F F F F E E E E B B C N a aa a M M 2 (E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E) (E) (E) (E) m m m d d dd d d d d e 3 e eeeee b e e e e e eee e e e e e e e j f f ff 3 4 4 4 4 4 4 4 4 4 4 g g g g a,b,c,d e, f, g, j, k, l 4 4 44 44 4 h,ih h h h h h h h h i i i i i i i i i i i i i i i i i i i i i i i ii i i i i 7 (TYP.) 5 k EW1 5 k 5 k 5 k 5 k N N N N N N N N N N N N N 4 EW1j m m m EW1 6 l l l l 5 k 5 k 5 k 5 k 5 k 1 b b b h,i B -38 B -35 B -40 B -37 B -42 8 K K i A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 0 1 A M E2.0 PR O P O S E D R E F L E C T E D C E I L I N G P L A N - LI G H T I N G 1/4" = 1'-0"1PROPOSED REFLECTED CEILING PLAN - LIGHTING GENERAL NOTES CODED NOTES 1. EC SHALL PROVIDE NDTC LIGHTING CONTROL TIMECLOCK SWITCH FOR THE KITCHEN AREA LIGHTING CONTROL. SEE DETAIL#1 ON SHEET E5.1 FOR MORE INFORMATION. COORDINATE EXACT TIME SCHEDULE REQUIREMENTS WITH OWNER. 2. LIGHT FIXTURES FURNISHED WITH EXHAUST HOOD. EQUIPMENT MANUFACTURER SHALL BE RESPONSIBLE FOR PROVIDING SUFFICIENT ILLUMINATION TO COMPLY WITH LOCAL REQUIREMENTS. REFER TO MANUFACTURER'S WIRING DIAGRAMS FOR CONNECTION INFORMATION AND CONNECT COMPLETE. 3. PROVIDE CONSTANT HOT CONDUCTOR AHEAD OF ANY SWITCHING CONTROL FOR THE INTERNAL BATTERY PACK CHARGER. 4. CONNECT EMERGENCY FIXTURE AHEAD OF ANY LOCAL SWITCHING CIRCUIT. 5. EXISTING CANOPY LIGHT FED VIA EXISTING PANEL 'A', CKT#13. LIGHTS TO BE CONTROLLED VIA TIMECLCOK CONTROL SPECIFIED IN CODED NOTE#1. MODIFY EXISTING WIRES TO ACCOMODATE NEW RELAY PACK CONTROLLED VIA TIME CLOCK. REFER TO DETAL #1 ON SHEET E5.1. 6. FROM THE AS-BUILTS AND AVAILABLE SITE SURVEY DATA IT IS UNKNOWN FROM WHICH PANEL AND CIRCUIT THE EXISTING EXTERIOR WALL LIGHT FED ARE FED FROM. FIELD VERIFY EXISTING CIRCUIT PRIOR TO WORK. IF NOT FED FROM EXISTING PANEL 'A', USE SPARE CIRCUIT FROM NEW PANEL 'B' TO FEED THE LIGHT. LIGHTS TO BE CONTROLLED VIA TIMECLCOK CONTROL SPECIFIED IN CODED NOTE#1. MODIFY EXISTING WIRES TO ACCOMODATE NEW RELAY PACK CONTROLLED VIA TIME CLOCK. REFER TO DETAL #1 ON SHEET E5.1. 7. EXISTING LIGHT FIXTURES BEING RELOCATED. CONNECT RELOCATED LIGHTS TO NEW CIRCUIT AND CONTROLS AS SHOWN ON THE NEW WORK PLAN. LIGHT FIXTURE WATTAGE IS TAKEN FROM AS-BUILT DRAWINGS AND IS ASSUMED TO BE 56 WATTS. 8. PROVIDE PHOTOCELL FACING SOUTH, TO CONTROL BUILDING EXTERIOR LIGHTING. AIM AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PHOTOCELL SHALL BE COMPATIBLE WITH nLIGHT CONTROL SYSTEM. SEE DETAILS SHEET FOR ADDITIONAL INFORMATION. A. REFER TO SHEET E0.0 FOR GENERAL NOTES. B. COORDINATE EXACT LIGHTING ZONE REQUIREMENT WITH OWNER PRIOR TO WORK. C. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS, MOUNTING HEIGHTS OF LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES. D. COORDINATE FINAL LIGHT FIXTURE SELECTION FOR DIMMING TYPE AND PROVIDE COMPATIBLE DIMMER SWITCH. E. ALL EXISTING LIGHTING FIXTURES LABELLED AS (E) SHALL REMAIN IN PLACE. 1a 1a 108 Statistics Description Symbol Avg Max Min Max/Min Avg/Min PANTRY & KITCHEN EXITS 3.1 fc 7.1 fc 0.6 fc 11.8:1 5.2:1 PRODUCTION/SHIPPING & RECEIVING EXITS 1.4 fc 1.5 fc 1.3 fc 1.2:1 1.1:1 RETAIL ENTRY/COFFEE BAR EXITS 1.0 fc 1.7 fc 0.6 fc 2.8:1 1.7:1 RETAIL ENTRY/HALL EXITS 2.8 fc 7.5 fc 1.5 fc 5.0:1 1.9:1 ROASTING ROOM EXITS 1.4 fc 1.5 fc 1.1 fc 1.4:1 1.3:1 1.1 1.1 1.2 1.3 1.3 1.4 1.4 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.4 1.4 1.4 1.4 1.4 1.3 1.2 1.3 1.3 1.3 1.2 1.1 1.1 1.5 1.6 1.7 1.8 2.6 3.9 4.3 6.07.56.95.13.72.82.3 2.3 1.5 1.5 1.61.71.71.71.71.71.71.71.7 0.6 0.6 0.6 0.60.70.7 0.8 0.8 0.8 0.8 0.8 0.80.80.80.90.90.90.90.90.80.80.90.9 0.9 0.80.80.80.80.80.80.80.80.80.8 0.9 0.9 1.0 1.1 1.21.31.3 1.4 1.5 1.6 1.7 1.71.71.71.71.71.7 1.4 1.4 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 0.6 0.7 0.8 1.0 1.3 1.8 2.5 3.4 4.5 5.4 5.8 6.1 6.8 6.6 5.7 5.96.15.44.33.22.31.71.20.90.80.60.6 0.6 0.6 0.7 0.8 1.0 1.3 1.8 2.6 3.7 5.1 6.4 6.5 5.3 1.7 1.7 1.6 Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. N A A N N N N N N N N N N N N N A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 0 2 A M E4.0 PH O T O M E T R I C S - EL E C T R I C A L 1/4" = 1'-0"1PHOTOMETRICS - ELECTRICAL GENERAL NOTES CODED NOTES 1. NOT IN USE. A. REFER TO SHEET E0.0 FOR GENERAL NOTES. 109 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 2 : 2 9 : 3 0 P M E5.0 DE T A I L S - EL E C T R I C A L 1a 1a 1a 1a1a 1a 1a 110 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 2 : 3 0 : 2 0 P M E5.1 Checker Author DE T A I L S - EL E C T R I C A L 1a 111 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 3 5 A M E6.0 SC H E D U L E S - EL E C T R I C A L KITCHEN EQUIPMENT SCHEDULE NOTES: 1. COORDINATE FINAL ELECTRICAL DATA, CONNECTION TYPE, ROUGH-IN HEIGHT, NEMA RATING WITH KITCHEN CONSULTANT DRAWINGS. 213 1 --Water Boiler 5 gal w/aeration 240 1 22 5.28 PLUG 42"NEMA L6-30P/R 212 1 --Batch Brewer 240 1 14.6 3.50 PLUG 42"NEMA L6-20P/R 211 1 --Lab Grinder 120 1 -- 1.30 PLUG 42"NEMA 5-15P 210.1 1 --Espresso tamper 120 1 -- 0.07 PLUG 26"NEMA 5-15P 210 1 --Espresso grinder 120 1 -- 0.58 PLUG 26"NEMA 5-15P 208 1 --Espresso Machine 240 1 -- 4.60 PLUG 26"NEMA L6-30P/R 204 1 --Dishwasher 120 1 12 1.44 PLUG 16"NEMA 5-15P QC LAB 197 1 x Reach In Solid Swing Door Refrigerator 120 1 6.9 0.83 PLUG 16"NEMA 5-15P 195 1 x Bulk Grinder 240 1 -- 2.20 ----FUTURE TBD 194 1 x Accumulator Table 120 1 5 0.60 PLUG 16"NEMA 5-15P 193 1 x Conveyor Band sealer 120 1 12 1.44 PLUG 16"NEMA 5-15P 192 1 x Weigh/Fill bag filler 120 1 2 0.24 PLUG 16"NEMA 5-15P 187 1 --FUTURE 120 1 15 1.80 PLUG 16" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 186.3 1 --Roaster Label Printer 120 1 -- 0.18 PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 186.2 1 --Roaster Laser printer 120 1 -- 0.18 PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 186.1 1 --Roaster Workstation PC 120 1 -- 0.18 PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 184 1 --Air Compressor - 20Gal, 4HP, with AAD & Dryer 240 1 14 3.36 PLUG 16"NEMA 6-15P 182 1 --Coffee Roaster 240 1 -- 7.50 DIRECT 6"SO DROP WITH STRAIN RELIEF & DISCONNECT 178 1 --Floor Scale - Receiving 120 1 -- 0.25 PLUG 16"NEGLIGABLE LOAD - CONV OUTLET 175 1 x Electric Lift Charger 120 1 12.5 1.50 PLUG --NEMA 5-15P 170.3 1 --Production Label Printer 120 1 -- -- PLUG 48" NEGLIGABLE LOAD - CONV OUTLET 170.2 1 --Production Laser printer 120 1 -- -- PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 170.1 1 --Production Workstation PC 120 1 -- -- PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 169 2 --Shipping Scale 120 1 -- 0.18 PLUG 48"NEGLIGABLE LOAD - CONV OUTLET ROASTERY 166 1 --Ice Machine 120 1 8.8 1.06 PLUG 16"NEMA 5-15P 165 1 --Reach In Solid Swing Door Refrigerator 120 1 6.9 0.83 PLUG 16"NEMA 5-15P 164 1 --Reach In Solid Swing Door Freezer 120 1 3.7 0.44 PLUG 16"NEMA 5-15P 163 1 x Pastry Laminator 120 1 1 0.12 PLUG 42"NEMA 5-15P 162 1 --Stand Mixer (1/2 HP)120 1 9.8 1.18 PLUG 42"NEMA 5-15P 158 1 --Dishwasher 240 1 28 6.72 PLUG 16"NEMA 6-30P 155 1 --Convection Oven 120 1 1 0.12 PLUG 40"NEMA 5-15P 153 1 --HD Induction Range 240 1 24 5.76 PLUG 32"NEMA 6-30P 152 1 x Refrigerated Chefs Base 120 1 4.4 0.53 PLUG 16"NEMA 5-15P 147 1 x Cheese Melter 120 1 10 1.20 PLUG 66"NEMA 5-15P 146 1 x Meat Slicer 120 1 15 1.80 PLUG 42"NEMA 5-15P 145 2 x Rice/Grain Cooker 120 1 10.4 1.25 PLUG 42"NEMA 5-15P 143 1 --Salad Sandwich Prep Station 120 1 6.5 0.78 PLUG 16"NEMA 5-15P 142 1 x Waffle Iron 120 1 10 1.20 PLUG 42" NEMA 5-15P 141 1 x Sous vide cooker 120 1 -- 1.15 PLUG 42"NEMA 5-15P 140 1 --Conveyor Toaster 120 1 13.3 1.60 PLUG 42"NEMA 5-15P 139 1 x Worktop Refrigerator 120 1 4 0.48 PLUG 16"NEMA 5-15P KITCHEN 216 1 --R/O Water System Formulator 120 1 6 0.72 PLUG 48"NEMA 5-15P (4 OUTLETS REQUIRED) 214 1 --Reach In Refrigerated Merchandiser 120 1 15 1.80 PLUG 16" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 135 2 x Pour Over Unit 240 1 12 2.88 PLUG 16" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 134 1 x Bulk Coffee Grinder 120 1 -- 1.30 PLUG 26"NEMA 5-15P 132 1 --Undercounter Refrigerator 120 1 2 0.24 PLUG 16"NEMA 5-15P 128 1 --Espresso AV 2 Group 240 1 11 2.64 PLUG 18" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 127 1 --Espresso Steam Unit 240 1 14.4 3.46 PLUG 18" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 124 1 --Espresso AV 2 Group 240 1 11 2.64 PLUG 18" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 120.1 4 --Auto Tamper 120 1 -- 0.07 PLUG 26"NEMA 5-15P 120 4 --Espresso Grinder 120 1 -- 0.84 PLUG 26"NEMA 5-15P 118 2 --POS System Interface 120 1 -- 0.50 PLUG 26"NEMA 5-15P, 4 PLEX CONV OUTLET 113 1 --Filter Coffee Brewer 240 1 25.4 6.10 PLUG 46"NEMA L6-30P/R 111 1 --Bulk Coffee Grinder 120 1 -- 1.30 PLUG 46"NEMA 5-15P 110 1 --Ice Machine 120 1 5.2 0.62 PLUG 16"NEMA 5-15P 107 1 --Back Bar Refrigerator 120 1 3.2 0.38 PLUG 16"NEMA 5-15P (PROVIDE ACCESS DOOR) 106 1 --Carbonator 120 1 6.5 0.78 PLUG 16"NEMA 5-15P 104 1 x Combi Oven 240 1 20 4.80 PLUG 46"NEMA L6-20 103 1 x Soft Serve Machine 120 1 9 1.08 PLUG 46"NEMA 5-20P COFFEE BAR TAG QTY FUTURE KITCHEN EQUIPMENT VOLT PHASE AMPS KVA CONNECTION... ROUGH IN AFF REMARKS KITCHEN EQUIPMENT SCHEDULE (ELECTRICAL) 1a 1a 112 LIGHTING FIXTURE SCHEDULE TAG SYMBOL DESCRIPTION MANUFACTURER MODEL LUMENS MOUNTING FINISH LOCATION LAMP COLOR TEMP CONTROLS WATTS VOLTS NOTES A 2'X4' LIGHT TROFFER LITHONIA CPX-2X4-6000LM-80CRI-40K-SWL-MIN10-ZT-120 6000 RECESSED WHITE INDOOR LED 3500 0-10V 41.8 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. B 2'X2' LIGHT TROFFER LITHONIA CPX-2X2-6000LM-80CRI-40K-SWL-MIN10-ZT-120 6000 RECESSED WHITE INDOOR LED 3500 0-10V 54.1 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. C DECORATIVE PENDANT LIGHT BULBSQUARE JAPANESE MINIMALIST MATTE TEXTURE RESIN DOME 1-LIGHT PENDANT LIGHT TBD PENDANT BLUE INDOOR LED TBD PHASE DIMMING 14 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. D TBD TBD TBD TBD TBD WHITE INDOOR LED TBD PHASE DIMMING 14 120 DETAILS AWAITED FROM INTERIOR DESIGNER. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. E TBD TBD TBD TBD TBD TBD TBD TBD TBD PHASE DIMMING 14 TBD DETAILS AWAITED FROM INTERIOR DESIGNER. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. F CEILING SCONCE SCHOOL HOUSE ELECTRIC ALABAX LARGE SURFACE MOUNT TBD TBD TBD TBD TBD TBD PHASE DIMMING 14 TBD CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. G 4' WRAPAROUND COOPER 4WSNLED-LD4-40SL-F-UNV-L840-CD1-U 4000 SURFACE WHITE INDOOR LED 4000K 0-10V 40 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. H EXIT SIGN LITHONIA LQM S W RG MVOLT M6 --SURFACE WHITE INDOOR LED --EM 3 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. L TRACK LIGHT WAC LIGHTING LUCIO 6010 10W 85CRI 600 TRACK WHITE INDOOR LED 3000K PHASE DIMMING 15 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. M RECESSED LIGHT TBD TBD TBD TBD TBD TBD TBD TBD PHASE DIMMING 14 TBD DETAILS AWAITED FROM INTERIOR DESIGNER. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. K VANITY WALL SCONCE TBD TBD TBD TBD TBD TBD TBD TBD PHASE DIMMING 14 TBD DETAILS AWAITED FROM INTERIOR DESIGNER. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. N EMERGENCY CEILING PACK LIGHT LITHONIA ELM6L 1100 WALL/CEILING WHITE INDOOR LED 5000K -11 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. EW1 EMERGENCY CEILING PACK LIGHT LITHONIA AFB-PEL-DWHGXD-UVOLT-N-SDRT-WT 225 WALL WHITE OUTDOOR LED 4000K -6.95 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. NOTES: 1. PROVIDE ALL REQUIRED HARDWARE, CABLES. ETC., FOR A FULLY FUNCTIONAL INSTALLATION 2. REFER TO ARCHITECTURAL & LIGHTING PLANS AND SPECIFICATIONS FOR EXACT REQUIREMENTS, LOCATION & INSTALLATION 3. HALF OR FULL SHADED FIXTURES SHALL HAVE MINIMUM 90 MIN. INTEGRAL BATTERY WITH TEST SWITCH (UNLESS NOTED OTHERWISE). A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 3 5 A M E6.1 SC H E D U L E S - EL E C T R I C A L LIGHTING SCHEDULE 113 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 3 8 A M E6.2 SC H E D U L E S - EL E C T R I C A L NOTES: TOTAL 71392 VA 66.28% 47322 VA NON-COINCIDENT 0% 0.0 VA EQUIPMENT N - NON-COINCIDENT KITCHEN 68772 VA 65.00% 44702 VA E - EQUIPMENT MOTORS K - KITCHEN HEATING M - MOTORS AIR CONDITIONING H - HEATING TOTAL DEMNAD CURRENT 197 A RECEPT (REMAINDER)0 VA 50%0 VA A - AIR CONDITIONING TOTAL CONNECTED CURRENT 297 A RECEPT (FIRST 10 kVA)2620 VA 100% 2620 VA R - RECEPTACLE TOTAL DEMAND LOAD 47322 VA LIGHTING L - LIGHTING TOTAL CONENCTED LOAD 71392 VA LOAD DESCRIPTION CONNECTED LOAD D.F. DEMAND LOAD CODE PANEL TOTALS Total Amps:286 A 309 A 0 A Total Load:34.3 kVA 37.1 kVA 0.0 kVA 65 SPACE 1 -- ------ 1 SPACE 66 63 SPACE 1 -- ---- -- 1 SPACE 64 61 SPACE 1 -- ------ 1 SPACE 62 59 SPARE 1 20 0 0 20 1 SPARE 60 57 SPARE 1 20 0 0 20 1 SPARE 58 55 0 20 1 SPARE 56 53 1.4 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K RO WATER SYSTEM (216) 54 51 POUR OVER UNIT (135)K 2-#12, 1-#12GND IN 3/4"C 2 20 1.4 3.4 52 49 SOFT SERVE MACHINE (103)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.1 3.4 40 2 2-#8, 1-#10GND IN 3/4"C K DISHWASHER (158)50 47 REACH IN REFRIGERATOR (165) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.8 0.4 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K REACH IN - FREEZER (164) 48 45 STAND MIXER (162)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.2 0.1 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K PASTRY LAMINATOR (163) 46 43 MEAT SLICER (146)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.8 1.3 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K RICE/GRAIN COOKER (145) 44 41 SANDWICH PREP STATION (143) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.8 0.5 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K WORKTOP REFRIGERATOR (139) 42 39 CONVEYOR TOASTER (140)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.6 1.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K SOUS VIDE COOKER (141) 40 37 WAFFLE IRON (142)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.2 2.4 38 35 CARBONATOR (106)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.8 2.4 25 2 2-#10, 1-#10GND IN 3/4"C K COMBI OVEN (104)36 33 ICE MACHINE (110)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.6 0.4 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K BACK BAR REFRIGERATOR (107) 34 31 BULK COFFEE GRINDER (111) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.3 3.1 32 29 RECEP - COFFEE BAR R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.5 3.1 35 2 2-#8, 1-#10GND IN 3/4"C K FILTER COFFEE BREWER (113)30 27 1.3 0.5 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R POS SYSTEM INTERFACE (118) 28 25 ESPRESSO AV 2 GROUP (124) K 2-#12, 1-#12GND IN 3/4"C 2 20 1.3 0.9 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K ESPRESSO GRINDER (120 &120.1) 26 23 1.3 0.4 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECEP - COFFEE BAR 24 21 ESPRESSO AV 2 GROUP (128) K 2-#12, 1-#12GND IN 3/4"C 2 20 1.3 1.7 22 19 ESPRESSO GRINDER (120/120.1) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.9 1.7 20 2 2-#12, 1-#12GND IN 3/4"C K ESPRESSO STEAM UNIT (127)20 17 1.4 0.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K UC REFRIGERATOR (132) 18 15 POUR OVER UNIT (135)K 2-#12, 1-#12GND IN 3/4"C 2 20 1.4 1.3 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K BULK COFFEE GRINDER (134) 16 13 RO WATER SYSTEM (216)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.7 0.5 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R POS SYSTEM INTERFACE (118) 14 11 2.3 1.1 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K ICE MACHINE (166) 12 9 ESPRESSO MACHINE (208)K 2-#12, 1-#12GND IN 3/4"C 2 20 2.3 1.4 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K DISHWASHER (204) 10 7 RECEP - TRAINING/QC LAB R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K ESPRESSO GRINDER (210/210.1) 8 5 2.6 1.8 6 3 WATER BOILER (213) K 2-#12, 1-#12GND IN 3/4"C 2 20 2.6 1.8 20 2 2-#12, 1-#12GND IN 3/4"C K BATCH BREWER (212)4 1 RECEP - TRAINING/QC LAB R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 1.3 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K LAB GRINDER (211) 2 CKT CIRCUIT DESCRIPTION CODE FEEDER POLE TRIP (A) A (KVA) B (KVA) C (KVA) A (KVA) B (KVA) C (KVA) TRIP (A) POLE FEEDER CODE CIRCUIT DESCRIPTION CKT MOUNTING:SURFACE ENCLOSURE:NEMA-1 SUPPLY FROM:B WIRES:3 MAINS:250 A, MLO LOCATION:PRODUCTION/SHIPPING & RECEIVING PHASE:1 BUS RATING:400 A PANEL NAME:K1 VOLTAGE:120/240V A.I.C. RATING:22 KAIC NOTES: TOTAL 8540 VA 72.63% 6203 VA NON-COINCIDENT 0% 0.0 VA EQUIPMENT 750 VA 100.00% 750 VA N - NON-COINCIDENT KITCHEN 7790 VA 70.00% 5453 VA E - EQUIPMENT MOTORS K - KITCHEN HEATING M - MOTORS AIR CONDITIONING H - HEATING TOTAL DEMNAD CURRENT 26 A RECEPT (REMAINDER)0 VA 50%0 VA A - AIR CONDITIONING TOTAL CONNECTED CURRENT 36 A RECEPT (FIRST 10 kVA)0 VA 100% 0 VA R - RECEPTACLE TOTAL DEMAND LOAD 6203 VA LIGHTING L - LIGHTING TOTAL CONENCTED LOAD 8540 VA LOAD DESCRIPTION CONNECTED LOAD D.F. DEMAND LOAD CODE PANEL TOTALS Total Amps:31 A 40 A 0 A Total Load:3.7 kVA 4.8 kVA 0.0 kVA 17 SPACE 1 -- ------ 1 SPACE 18 15 SPACE 1 -- ---- -- 1 SPACE 16 13 SPARE 1 20 0 0 20 1 SPARE 14 11 SPARE 1 20 0 0 20 1 SPARE 12 9 SPARE 1 20 0 0 20 1 SPARE 10 7 SPARE 1 20 0 0.8 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C E HOOD CONTROL PANEL 8 5 REFRIGERATED CHEFS BASE (152) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.5 0.1 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K CONVECTION OVEN (155) 6 3 2.9 1.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K CHEESE MELTER (147) 4 1 HD INDUCTION RANGE (153) K 2-#10, 1-#10GND IN 3/4"C 2 30 2.9 0.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K RECP - KITCHEN 2 CKT CIRCUIT DESCRIPTION CODE FEEDER POLE TRIP (A) A (KVA) B (KVA) C (KVA) A (KVA) B (KVA) C (KVA) TRIP (A) POLE FEEDER CODE CIRCUIT DESCRIPTION CKT MOUNTING:SURFACE ENCLOSURE:NEMA-1 SUPPLY FROM:B WIRES:3 MAINS:50 A, MLO LOCATION:PRODUCTION/SHIPPING & RECEIVING PHASE:1 BUS RATING:100 A PANEL NAME:K2 VOLTAGE:120/240V A.I.C. RATING:14 KAIC NOTES: TOTAL 132075 VA 64.34% 93978 VA NON-COINCIDENT 0% 0.0 VA EQUIPMENT 5570 VA 100.00% 5570 VA N - NON-COINCIDENT KITCHEN 110257 VA 65.00% 71667 VA E - EQUIPMENT MOTORS 1250 VA 100.00% 1250 VA K - KITCHEN HEATING M - MOTORS AIR CONDITIONING 1224 VA 100.00% 1224 VA H - HEATING TOTAL DEMNAD CURRENT 392 A RECEPT (REMAINDER)600 VA 50% 300 VA A - AIR CONDITIONING TOTAL CONNECTED CURRENT 550 A RECEPT (FIRST 10 kVA)10000 VA 100% 10000 VA R - RECEPTACLE TOTAL DEMAND LOAD 93978 VA LIGHTING 3174 VA 125.00% 3967 VA L - LIGHTING TOTAL CONENCTED LOAD 132075 VA LOAD DESCRIPTION CONNECTED LOAD D.F. DEMAND LOAD CODE PANEL TOTALS Total Amps:540 A 561 A 0 A Total Load:64.8 kVA 67.3 kVA 0.0 kVA 53 SPACE 1 -- ------ 1 SPACE 54 51 SPACE 1 -- -- -- -- 1 SPACE 52 49 SPACE 1 -- ------ 1 SPACE 50 47 SPARE 1 20 0 0 20 1 SPARE 48 45 SPARE 1 20 0 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECEP- PRODUCTION SH. & RE. 46 43 RCP-1 E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.1 1.1 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECEPTACLES 44 41 GWH-1 E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.6 0.6 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C L PRODUCTION/SHIPP. - LTGS 42 39 REC - RETAIL SEATING R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.9 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C L KIT./PAN./MECH/R.R/OFF./LAB - LTGS 40 37 ROASTING ROOM - LTGS L 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1 0.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C L COFFEE BAR - LTGS 38 35 HALL/RETAIL ENTRY/COF. BAR - LTGS L 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.7 1.3 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C M KITCHEN - EF-1 36 33 ROOF RECEPTACLE R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.2 1.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C A KITCHEN - AC-1 34 31 ACCUMULATOR TABLE (194)R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.6 1.7 32 29 3.8 1.7 30 2 2-#10, 1-#10GND IN 3/4"C K KEF-1 (ROOF)30 27 COFFEE ROASTER (182)K 2-#12, 1-#12GND IN 3/4"C 2 20 3.8 1.1 28 25 ELECTRIC LIFT CHARGER (175) E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.5 1.1 20 2 2-#12, 1-#12GND IN 3/4"C K BULK GRINDER (195)26 23 SHIPPING SCALE (169)E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 0.8 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K REACH IN REFRIGERATOR (197) 24 21 CONVEYOR BAND SEALER (193) E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.4 0.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECP- PRODUCTION SHIPPING & RE. 22 19 WEIGH/FILL BAG FILLER (192) E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.2 6.4 20 17 QUAD RECEP- ROASTING ROOM E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 6.4 80 2 2-#3, 1-#8GND IN 1"C K MAU-1 (ROOF)18 15 FLOOR SCALE - RECEIVING (178) E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.3 1.7 16 13 DCO - ROASTING ROOM R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.2 1.7 20 2 2-#12, 1-#12GND IN 3/4"C K AIR COMPRESSOR (184)14 11 REC - TOILET & MECH R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECEP- PRODUCTION SH. & RE. 12 9 REC - RETAIL SEATING R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.1 1.8 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K ROASTED COFFEE (187) 10 7 REC - RETAIL SEATING R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.9 1.8 35 1 1-#8, 1-#8, 1-#10GND IN 3/4"C K REACH IN REF. MERCH. (214) 8 5 REC - TRAINING/QC LAB R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R REC - ADMIN OFFICE 6 3 37.1 4.8 4 1 PANEL K1 SF REFER TO ONE LINE DIAGRAM 2 250 34.3 3.7 50 2 REFER TO ONE LINE DIAGRAM SF PANEL K2 2 CKT CIRCUIT DESCRIPTION CODE FEEDER POLE TRIP (A) A (KVA) B (KVA) C (KVA) A (KVA) B (KVA) C (KVA) TRIP (A) POLE FEEDER CODE CIRCUIT DESCRIPTION CKT MOUNTING:SURFACE ENCLOSURE:NEMA-1 SUPPLY FROM:MSB WIRES:3 MAINS:500 A, MLO LOCATION:PRODUCTION/SHIPPING & RECEIVING PHASE:1 BUS RATING:600 A PANEL NAME:B VOLTAGE:120/240V A.I.C. RATING:22 KAIC CODED NOTES 1. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER BREAKER. 2. PROVIDE CIRCUIT BREAKER WITH SHUNT TRIP. EC SHALL INTERLOCK SHUNT TRIP WITH THE HOOD FIRE SUPPRESSION SYSTEM. COORDINATE WITH KITCHEN CONSULTANT AND HOOD SYSTEM DRAWINGS FOR REQUIREMENT. B K1 K2 1 1 1 1 1 1 1 1 1 2 1a 1a 1a 1a 1a 1a 1 11 1 1 1a 1a 1a 1a 1a 114 M M M 600A 2P 500A 2P NEW MAIN SWITCH BOARD "MSB" 600 AMP BUS 240/120V, 1-PHASE, 3W, 42KAIC NEMA-3R N G WATER STEEL 2 #3/0 CU #3/0 CU 500A MLO PANEL B 200A MLO PANEL A 200A 2P SPARE SPACE PULL SECTION/ MAIN BREAKER SECTION DISTRIBUTION SECTIONDISTRIBUTION SECTION GAS LT ~ V. D . = 15 ' 0. 2 % LT ~ V. D . = 20 ' 0. 2 % UTILITY TRANSFORMER 1 3 UTILITY PRIMARY 4 500.3 200.3 600.3 200A 2P 5 250A MLO PANEL K1 100A MLO PANEL K2 250.3 LT~ V.D.= 10' 0.1% LT~ V.D.= 12' 0.01% 50.3 100% RATED 7 LOAD SUMMARY NEW SWITCHBOARD "MSB" LOAD DESCRIPTION DEMAND LOAD (KVA) (E) PANEL A 35.4 PANEL B 92.2 TOTAL DEMAND LOAD 127.6 TOTAL AMPS@ 240V 532 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 07 - 1 0 - 2 0 2 5 2 2 : 4 9 : 1 5 E7.0 ON E -LI N E - EL E C T R I C A L 12" = 1'-0"1ONE-LINE DIAGRAM & ELEVATION - ELECTRICAL GENERAL NOTES CODED NOTES 1. MINIMUM CONDUITS SHOWN, CONTRACTOR SHALL PROVIDE ADDITIONAL CONDUITS AS NECESSARY TO MEET THE UTILITY COMPANY'S MINIMUM REQUIREMENTS. SEE DRY UTILITY PLANS FOR PROPOSED ROUTING AND ADDITION INFORMATION. COORDINATE WITH SCE AND ADHERE TO THEIR REQUIREMENTS. 2. SYSTEM GROUNDING. LOCATE IN NEMA 3 ENCLOSURE ADJACENT TO MAIN SWITCH BOARD. SEE SYSTEM GROUNDING DETAIL ON DETAIL#8 SHEET -E5.0 FOR MORE INFORMATION. 3. PROVIDE ARC FLASH LABEL ON EQUIPMENT PER CEC 110.16. LABEL SHALL INDICATED VOLTAGE, AVAILABLE FAULT CURRENT, CLEARING TIME OF OCP, AND DATE LABEL WAS APPLIED. 4. EXISTING PANEL 'B' (125A) TO BE REMOVED AND REPLACED WITH NEW PANEL 'B' RATED AT 500A. COORDINATE ALL DEMOLITION AND INSTALLATION WORK WITH THE ELECTRICAL CONTRACTOR. 5. PROVIDE METER SECTION IN GEAR WITH INSTANT, HISTORICAL TRACKING, AND PEAK KWH WITH USER DEFINED RATE PERIOD (PER TITLE 24, TABLE 130.5A). 6. ELECTRICAL DEMAND LOAD FOR EXISTING PANEL 'A' SHOWN IS FROM AVAILABLE AS-BUILT DOCUMENTS. EC SHALL FIELD VERIFY DATA. 7. EXISTING RECESSED PANEL ‘A’TO BE DEMOLISHED AND TO BE REPLACED WITH A NEW SURFACE MOUNT PANEL REFER TO NEW WORK PLAN E1.0 FOR NEW LOCATION. DISCONNECT AND REMOVE EXISTING FEEDER FROM THE EXISTING SERVICE PANEL AND RE- FED FROM NEW SERVICE PANEL AS SHOWN. A. REFER TO SHEET E0.0 FOR GENERAL NOTES. B. THE CONTRACTOR SHALL VERIFY THE EQUIPMENT DIMENSIONS AND CONFIRM IT WILL FIT WITH THE CODE REQUIRED CLEARANCES PRIOR TO SUBMITTING FOR REVIEW AND PRIOR TO ORDERING. CONFLICTS SHALL BE COORDINATED WITH THE GC, ARCHITECT, AND ENGINEER PRIOR TO SUBMITTING FOR REVIEW. C. ALL CONDUCTORS ARE BASED ON COPPER, THHN / THWN, UNLESS NOTED OTHERWISE. D. CONFIRM MANUFACTURER'S RECOMMENDED OVER CURRENT PROTECTION PRIOR TO ORDERING EQUIPMENT. E. CONTRACTOR SHALL PROVIDE A MAXIMUM AVAILABLE FAULT CURRENT LABEL TO SERVICE ENTRANCE EQUIPMENT (CEC 110.20(A)). F. EQUIPMENT SUPPLIER SHALL PROVIDE A ARCH FLASH STUDY AND COORDINATION STUDY AS PART OF THE EQUIPMENT SUBMITTAL. STUDIES SHALL BE PROVIDED TO ENGINEER OF RECORD FOR APPROVAL AND BE SUBMITTED TO LOCAL BUILDING DEPARTMENT. CONTRACTOR SHALL INCLUDE TIME FOR SUBMITTAL AND REVIEW IN THEIR PROJECT SCHEDULE. G. ALL UNDERGROUND GROUND CONNECTIONS SHALL BE EXOTHERMIC, ABOVE GROUND MAY BE VIA COMPRESSION. H. CONTRACTOR SHALL CONFIRM EQUIPMENT GEAR SIZE, REQUIRED CLEARANCES, AND LOCATION PRIOR TO ISSUING SUBMITTALS FOR REVIEW. I. THE CONTRACTOR SHALL COORDINATE THE SPECIFIC CONFIGURATION OF THE GEAR AND LOCATION OF THE PULL SECTION WITH FIELD CONDITIONS AND THE UTILITY PRIOR TO ORDERING THE GEAR. WHAT IS SHOWN ON THIS DRAWING IS DIAGRAMMATIC. 6 4 4 1a 115 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 0 5 A M E8.0 SP E C I F I C A T I O N S - EL E C T R I C A L 116 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 1 1 A M E9.0 TI T L E 2 4 - EL E C T R I C A L 117 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 1 4 A M E9.1 TI T L E 2 4 - EL E C T R I C A L 118 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 2 0 A M E9.2 TI T L E 2 4 - EL E C T R I C A L 119 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 2 6 A M E9.3 Checker Author TI T L E 2 4 - EL E C T R I C A L 120 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 2 8 A M E9.4 Checker Author TI T L E 2 4 - EL E C T R I C A L 121 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 122 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 123 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 124 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 125 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 126 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 127 MENU BOARD ESPRESSO COTADO CAPPUCINO LATTE MOCHA FILTER COFFEE TEA HOT CHOCOLATE COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 128 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 129 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 130 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 131 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 132 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 133 MENU BOARD ESPRESSO COTADO CAPPUCINO LATTE MOCHA FILTER COFFEE TEA HOT CHOCOLATE A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J ID-1ID-1 134 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J ID-1ID-2 135 ID-3 BAR & BACK BAR L01L02WD-01 shelving, see Coffee Consultant drawings for elevation, see ID-1 for detail WD-01 Bar ST-03 Stone Countertop ST-02 Tile Bar Face ST-01 Tile Wall BACK BAR VIEW FROM BAR TOWARD ROASTERY EXTERIOR VIEW 1 EXTERIOR VIEW 2 ST-02 Tile Wall Slider window Fixed window WD-01 Wood Countertop WD-01 Wood Cabinetry ST-01 Tile Wall WD-01 Wood Retail Wall & Shelving, see drawing for detail WD-01 Wood Bench, see drawing for detail 136 5/5/2025 FINISHES SPECIFICATIONS STONE & TILE WOOD PAINT Tag Location QTY Item Manufacturer Item Description Size Finish Link Tag Location QTY Item Manufacturer Item Description Size Finish Tag Location QTY Item Manufacturer Product Type Color Finish ST-01 Retail Wall & Back Bar Wall Tile Zia Tile Glazed Earth 2" x 6" ST-02 Espresso Bar Face Tile Zia Tile Perpetual Check 4 3.875" H & 1.875" H ST-03 Bar & Espresso Bar Stone Top By GC Soapstone 3/4" thick GC to submit samples WD-01 Wood Throughout Red Oak By GC Red Oak Varies GC to submit samples PT-01 Walls Throughout Paint Benjamin Moore Wall Paint OC-17 White Dove (TBC) Matte PT-02 Ceiling & Trusses Paint Benjamin Moore Trim Paint OC-17 White Dove (TBC) Satin PT-03 Roastery Window Frames Paint Per Manufacturer Per Manufacturer To match walls Per Manufacturer PT-04 Training Room Window Frames Paint Per Manufacturer Per Manufacturer To match walls Per Manufacturer PT-05 Bathroom Door Frames Paint Benjamin Moore Trim Paint OC-17 White Dove (TBC) Satin PT-06 Bathroom Doors Paint Benjamin Moore Shop Applied Spray OC-17 White Dove (TBC) Satin PT-07 Round Columns Paint By GC Type 5 Drywall Paint with Plaster Finish GC to submit samples Spec Spec 5/9/2025 F in n siin i Finish CH-01 Entry Left 6 Stools - Table Height 34"Table height 34" CH-02A Entry Left 1 Corner bench Custom, by GC Red Oak CH-02B Entry Left 1 Bench cushions CH-03 Display Wall 12 Chairs CH-04 Lounge 1 Sofa CH-05 Lounge 2 Poufs CH-06 Lounge 2 Armchairs CH-07A South Window 1 Bench Custom, by GC Red Oak CH-07B South Window 1 Bench cushions CH-08 South Window 5 Chairs CH-09 Espresso Bar 4 Stools - Table Height 34"Table height 34" CH-10 Exterior 24 Chairs TB-01 Display Wall 2 Table TB-02 Lounge 2 Coffee Tables TB-03 Lounge 2 Side Tables TB-04 South Window 5 Bistro Tables TB-05 Exterior 10 Tables TB-06 Entry Left 2 Tables RG-01 Lounge 1 Rug SH-01 Shelving at Bar 2 Wood Shelf Custom, by GC Floating shelf Refer to Drawings Red Oak SH-02 Shelving at Retail 6 Wood Shelf Custom, by GC Floating shelf 4'-4" Length, VIF Red Oak SH-03 Shelving at Entry Left 1 Wood Shelf Custom, by GC Floating shelf 5'-1" Length, VIF 5/5/2025 LIGHTING SCHEDULE Tag Location QTY Item Manufacturer Item Description Size Finish Link L01 Throughout 26 Pendant Castell Castell 12" Globe LED Pendant 12" Diameter Black L02 Above Main Bar 8 Pendant MOOIJANE Bohemia Pendant Lamp 15.7" Diameter, 8.3" H Amber Red L03 Back Bar 10 Track Light WAC Summit L-Track 6" Tall 3000K LED Track Head with Field Adjustable Beam Angle 6-1/8" H White L04 Retail 2 Recessed Light L05 Lounge 4 Ceiling Sconce Schoolhouse Electric Alabax Large Surface Mount Large - 8 1/4" Diameter, 7" H Juniper L06 Entry to WC Hall 1 Ceiling Sconce Schoolhouse Electric Alabax Large Surface Mount Large - 8 1/4" Diameter, 7" H Juniper L07 Hall to WC 2 Sconce / Pendant Schoolhouse Electric Alabax Large Surface Mount Large - 8 1/4" Diameter, 7" H Juniper L08 Bathrooms 2 Ceiling Sconce Schoolhouse Electric Alabax Large Surface Mount Large - 8 1/4" Diameter, 7" H Juniper L09 Bathrooms 2 Wall Sconce Rich Brillians Willing Crisp Sconce 5" Diameter Frosted Interior L10 Roastery 4 Pendant Castell Castell 12" Globe LED Pendant 12" Diameter Black L11 Roastery 4 Spotlight Spec Spec Spec Spec Spec Spec Spec Spec Spec ID-4 137 138 Jason K Finley Jason K Finley jfinley@palmdesert.gov 2025.08.11 13:27:40-07'00' PLANNING CONDITION: Prior to final inspection, the applicant shall submit for approval the proposed method of rooftop equipment screening. Submittal shall include updated elevations, roof plan, and all applicable plan sheet revisions. Screening shall consist of a single, continuous enclosure made of solid material, fully concealing all rooftop equipment from view on all sides, and designed to integrate cohesively with the materials and architectural style of the existing parapets. TIMP25-0031 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 NAILING SCHEDULE TABLE · · · · · WOOD SHEAR AND DIAPHRAGMS: WOOD CONSTRUCTION · · · · · GENERAL NOTES AND SPECIFICATIONS WOOD WIND DESIGN SEISMIC DESIGN PARAMETERS DESIGN CBC 2022 · · · · · · BASIS OF DESIGN CONCRETE FOUNDATION, FLOOR SLABS, · CONCRETE NOTES · · · · · · · · · · · · · · ADDITIONAL NOTES RESEARCH REPORT · STRUCTURAL OBSERVATION/ SIGNIFICANT CONSTRUCTION STAGES (Only Checked items are required) Firm or Individual to be responsible for the "Structural Observation": Name: Licensed Architect:Registered Engineer: Phone: Registration Number: CONSTRUCTION STAGE Construction Type Elements/Connections to be observed Foundation Footing, Stem Walls, Piers Mat Foundation Caisson, Pile, Grade beams Stepping/Retaining Foundation, Hillside Special Anchors Others: Concrete Masonry Wood Others: Wall Steel Moment Frame Steel Braced Frame Concrete Moment Frame Masonry Moment Frame Others: Concrete Steel Deck Wood Others: Frame Diaphragm Others Rebar Size & Placement Shear Wall, Framing Connections Plywood Sheathing & Roof Nailing DECLARATION BY OWNER OR OWNER'S REPRESENTATIVE I, the owner of the project the owner's representative, declare that the above listed firm or individual is hired by me to be the Structural Observer. Signature Date DECLARATION BY ARCHITECT OR ENGINEER OF RECORD ( required if the Structural Observer is different from the Architect or Engineer of Record) I, the Architect or Engineer of Record for the project, declare that the above listed firm or individual is designated by me to be responsible for the "Structural Observation'). Signature License No.Date GENERAL NOTES FOR STRUCTURAL OBSERVATION: ICC-ES REPORT # S-1.0 GENERAL NOTES S-2.0 FOUNDATION PLAN S-2.1 ROOF FRAMING PLAN S-3.0 FOUNDATION & FRAMING DETAILS S-4.0 FRAMING DETAILS SHEET INDEX SPECIAL INSPECTIONS S-3.1 FOUNDATION & FRAMING DETAILS GENERAL NOTES S-1.0 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 164 FOUNDATION NOTES 1. ALL HOLDOWNS & ANCHOR BOLTS SHALL BE SET IN PLACE BY TEMPLATE PRIOR TO FOUNDATION INSPECTION. 2. ALL POSTS SHALL BE CONNECTED TO SILL PLATE WITH "A35" AT EA. SIDE TYP. UNLESS HARDWARE IS NOTED ON PLAN. 3. ALL FOOTING SHALL HAVE F'c = 2500 PSI UNLESS NOTED OTHERWISE. 4. PLATE WASHERS ARE REQUIRED FOR ALL HOLDOWNS BRACKETS. 5. ALL BOLT HOLES SHALL BE DRILLED A MAXIMUM OF 1/16" OVERSIZED. INSPECTOR TO VERIFY. 6. ALL HOLDOWN ANCHOR NUTS SHALL BE FINGER TIGHT AND 1/2 WRENCH TURN JUST PRIOR TO COVERING THE WALL FRAMING. 7. HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE WASHERS. 8. CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE STEEL PLATE WASHERS IN ACCORDANCE AF&PA’S 2015 SPECIAL DESIGN PROVISIONS FOR WIND AND SEISMIC (SDPWS-15) 9. FOUNDATION SILL SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD. FIELD-CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE FIELD-TREATED PER AWPA M4. 10. CONTRACTOR TO VERIFY ALL DIMENSIONS & ELEVATIONS WITH ARCHITECTURAL PLANS PRIOR TO STARTING ANY WORK. 11. ALL STUDS OVER 10 FEET TALL AND LESS THAN 15 FEET SHALL BE 2x6 OR 3x4 @ 16" O.C. 12. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL.. INDICATES SHEAR WALL TYPE, SEE SCHEDULE INDICATES GRID LINE INDICATES POST BELOW INDICATES NEW WALL LEGEND INDICATES (N) FOOTING INDICATES (E) FOOTING A SIZE 21" SQ MARK 1 REINFORCEMENT @ BOTTOM FOOTING SCHEDULE THICKNESS 24"(4) #5 EA. WAY CONCRETE F'c 2500 PSI DEPUTY INSP. NO INDICATES EXISTING WALL A C 1 2 (E) CONC. SLAB ON GRADE 15 ' - 7 " 5 5' - 0 " 5 HDU 54X6 HDU 54X6 HDU 54X6 HDU 5 4X6 2 S3.0 2 S3.0 1 S3.0 3 S3.0TYP. 3 S3.0TYP. 3 S3.0TYP. 3 S3.0TYP. 1 1 11 6 S3.0 6 S3.0 5 S3.0 5 S3.0 SCALE: 1/4" = 1'-0" FOUNDATION PLAN & 1st. FLOOR SHEAR WALLS ABOVE (E) POST & FOOTING (E) POST & FOOTING B 14 ' - 6 " 5 5' - 1 " 5 4' - 0 " 5 7 S3.0 HDU 84X6 HDU 84X6 HDU 84X6 HDU 8 4X6 HDU 84X6 HDU 8 4X6 8 S3.0 8 S3.0 8 S3.0 7 S3.0 7 S3.0 16 S3.0 1 S3.0 Notes: 1.75"7"24" o.c.6" o.c. to Blkg.10d @ 12" o.c.10d @ 2" o.c.15/32" Struct I* 10d @ 2" o.c. 10d @ 12" o.c.See note 5.1.75"7"12" o.c.15/32" Struct I* Both Sides 1/2" Dia. x 6" long lag @ 12" o.c. 2"1.75"3/8" Dia. x 6" long lag @ 8" o.c7"32" o.c.12" o.c. to Blkg.10d @ 12" o.c.10d @ 4" o.c.15/32" Struct I 15/32" Struct I 8" o.c. to Blkg.8d @ 2" o.c. 8d @ 12" o.c.24" o.c.3/8" Dia. x 6" long lag @ 6" o.c1.75"7"2" Bolt Embed. Sheathing Material 15/32" Struct I 15/32" Struct I Wall ID Shear transfer, Bottom sill and Top Plate A35/LTP4 @ 24" o.c. to Blkg. 16" o.c. to Blkg. 8d @ 12" o.c.8d @ 6" o.c. 10d @ 6" o.c. 10d @ 12" o.c. Panel Nailing Edges Fields 48" o.c. 48" o.c. Anchor Bolt 5 8" @ 20d common nail @ 6" o.c. 20d common nail @ 6" o.c. Sill-Plate Connection 1.75"7" 1.75"7" Bolt Edge Distance (N) Footing 2" 2" Min. Blkg. Thk. below Sill-Plate 2" 2" 15/32" Struct I 8" o.c. to Blkg.8d @ 3" o.c. 8d @ 12" o.c.24" o.c.3/8" Dia. x 6" long lag @ 6" o.c1.75"7"2" 15/32" Struct I* Both Sides 8d @ 2" o.c. 8d @ 12" o.c.See note 5 16" o.c.1.75"7"2" Shear (lbs/ft) YES See note 4 NO Special Inspection NO YES See note 4 YES See note 4 YES See note 4 YES See note 4 YES See note 4 715 392 477 1,221 2,442 1,024 771 2,049 LRFD - Shear Wall Schedule from Table 4.3A SDPWS-2021 (values multiplied by 0.5) 1/2" Dia. x 6" long lag @ 8" o.c. 1/2" Dia. x 6" long lag @ 6" o.c. Bolt Edge Distance (E) Footing 1 2 3 4 5 6 7 8 1.5" 1.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 1) This nailing schedule is for common nails only and all panels edges fastened to framing. Plywood can be installed either horizontally or vertically. 2) Shear Panels 3 to 8 requires 3X framing members at the bottom sill plate when resting on concrete, and behind vertical or horizontal panel edges. Also minimum 1/2" edge nailing distance at panel ends and edges. 3) Use square plate washers 3" x 3" x 1/4" thk. for 5/8" diameter bolts. 4) Deputy inspection required where the fastener spacing of the sheathing is 4 - inches on center or less. Applies to shear panel 3, 4, 5, 6, 7 & 8. 5) For 2x4 stud walls: -Use 4x blocking between joist when joist are perpendicular to wall or align a 4x continue member over the wall when joist are parallel to wall. Use LTP4 at 5" o.c. both sides. For 2x6 stud walls: -Use 4x blocking between joist when joist are perpendicular to wall or align a 4x continue member over the wall when joist are parallel to wall. Use LTP4 at 5" o.c. to connect aligned faces of wall and blocking or continue member and use A35 at 5" o.c. to connect the non aligned face of blocking or continue member with the top of top plate. *Framing at adjoining panel edges shall be nominal 3" or wider. nails shall be staggered in two lines along panel edges when nail spacing is 2" o.c., or when 10d common nails spaced 3" o.c. penetrate framing more than 1-5/8".S-2.0 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 165 LOW ROOF/ FLOOR FRAMING NOTES 1. ROOF SHEATHING SHALL BE 1/2" PLYWOOD, CD-X P11 32/16, w/ 8d COMMON NAILS @ 6", 12" O.C. 2. ALL SHEAR WALLS ARE FULL HEIGHT TO THE ROOF AND FLOOR DIAPHRAGM. 3. ALL POSTS ARE 4 x 6 MINIMUM U.N.O. 4. ALL POSTS SHALL BE CONNECTED TO SILL PLATE WITH "A35" AT EA. SIDE TYP. UNLESS HARDWARE IS NOTED ON PLAN. 5. ALL EXT. WALLS, SHEAR WALLS & BEARING WALLS EXCEEDING 10'-0" AND LESS THAN 15'-0" HEIGHT SHALL BE 2x6 OR 3x4 @ 16" O.C. 6. ALL WOOD FRAMING MEMBERS U.N.O. SHALL BE: 2x MEMBER DF #2 OR BETTER 4x MEMBER DF #2 OR BETTER 2x STUDS DF #2 OR BETTER 7. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED BOX. 8. FASTENERS IN PRESERVATIVE TREATED WOOD OR FIRE RETARDANT TREATED WOOD SHALL BE OF HOT ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. 9. CITY LICENSED FABRICATOR REQUIRED FOR GLULAM BEAMS, VERSA LAM, TJI & STRUCTURAL STEEL. 10. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORTS. PLYWOOD SPANS SHALL CONFORM TABLE 2304.7 11. SHOP WELDS MUST BE PERFORMED IN A CITY LICENSED FABRICATOR SHOP. 12. WELDING TO BE DONE BY WELDERS CERTIFIED BY THE CITY BUILDING DEPARTMENT FOR STRUCTURAL STEEL. 13. CONTINUOUS DEPUTY INSPECTION BY A REGISTER DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING. 14. ALL WOOD BEAM SHALL BE CONNECTED TO POST WITH COLUMN CAP. UNLESS HARDWARE IS NOTED ON PLAN. 15. ALL WOOD HEADER SHALL BE CONNECTED TO POST OR 2-2x TRIMED STUD WITH POST CAP. UNLESS HARDWARE IS NOTED ON PLAN. 3 S-4.0 A BEAM SCHEDULE (U.N.O.) - ROOF BEAM TYPE SIZE POST SUPPORT REMARKS 6x10 D.F.#2HDR1 4x6 - STL1 -- STL2 - W6x9 W6x9 INDICATES SHEAR WALL TYPE, SEE SCHEDULE INDICATES GRID LINE INDICATES POST BELOW INDICATES NEW WALL LEGEND HDR STL DENOTES HEADER DENOTES STEEL BEAM ABBREVIATIONS ROOF RAFTERS (R.R.) - SIZE AND SPACING PER PLAN INDICATES EXISTING WALL HSS 4x4x1/8 (E) ROOF TRUSSES A 1 2 15 ' - 3 " 5 5' - 0 " 5 (E) HDR (E ) H D R (E) HDR (E) HDR(E) HDR(E) HDR(E) HDR(E) HDR(E) HDR (N) 4x6 HDR(N) 4x6 HDR (N) 4x6 HDR (N) 4x6 HDR (N) 4x6 HDR (E ) H D R (E ) H D R (E ) H D R (E ) H D R (E ) H D R HD R 1 (E) POST (E) POST (E) POST (E ) R O O F T R U S S E S FR A M I N G (N ) 4 x 6 H D R (N ) 4 x 6 H D R (N ) 4 x 6 H D R (N ) 4 x 6 H D R (N ) 4 x 6 H D R DBL. R.R. 2x8 R.R. @ 16" O.C. 2x8 R.R. @ 16" O.C. 2x8 R.R. @ 16" O.C. 2x8 R.R. @ 16" O.C. STL1 STL1 ST L 2 ST L 2 POST P1 HSS 4x4x1/8 POST P1 HSS 4x4x1/8 POST P1 HSS 4x4x1/8 POST P1 HSS 4x4x1/8 4 S3.0 4 S3.0 4 S3.0 4 S3.0 13 S3.0 13 S3.0 13 S3.0 13 S3.0 18 S3.0 18 S3.0 18 S3.0 18 S3.0 18 S3.0 18 S3.0 9 S3.0 HVAC & CONNECTION PER MNFR. HOOD VENT & CONNECTION PER MNFR. 14 S3.0 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 10 S3.0TYP. 11 S3.0 12 S3.0 12 S3.0 12 S3.0 ROOF FRAMING PLAN & 1st. FLOOR SHEAR WALLS BELOW SCALE: 1/4" = 1'-0" 14 ' - 6 " 5 5' - 1 " 5 4' - 0 " 5 2x8 R.R. @ 16" O.C. DBL. R.R. DBL. R.R. DB L . R . R . DB L . R . R . 2x8 R.R. @ 16" O.C.2x8 R.R. @ 16" O.C. 11 S3.0 14 S3.0 14 S3.0 19 S3.0 19 S3.0 CB (2 ) C M S T 1 2 (2 ) C M S T 1 2 (2 ) C M S T 1 2 (2 ) C M S T 1 2 (2 ) C M S T 1 2 (2 ) C M S T 1 2 20 S3.0 20 S3.0 20 S3.0 20 S3.0 20 S3.0 (E ) B E A M (E ) B E A M (E ) B E A M (E) HDR (E) 2x8 ROOF FRAMING (E) 2x8 ROOF FRAMING S-2.1 Notes: 1.75"7"24" o.c.6" o.c. to Blkg.10d @ 12" o.c.10d @ 2" o.c.15/32" Struct I* 10d @ 2" o.c. 10d @ 12" o.c.See note 5.1.75"7"12" o.c.15/32" Struct I* Both Sides 1/2" Dia. x 6" long lag @ 12" o.c. 2"1.75"3/8" Dia. x 6" long lag @ 8" o.c7"32" o.c.12" o.c. to Blkg.10d @ 12" o.c.10d @ 4" o.c.15/32" Struct I 15/32" Struct I 8" o.c. to Blkg.8d @ 2" o.c. 8d @ 12" o.c.24" o.c.3/8" Dia. x 6" long lag @ 6" o.c1.75"7"2" Bolt Embed. Sheathing Material 15/32" Struct I 15/32" Struct I Wall ID Shear transfer, Bottom sill and Top Plate A35/LTP4 @ 24" o.c. to Blkg. 16" o.c. to Blkg. 8d @ 12" o.c.8d @ 6" o.c. 10d @ 6" o.c. 10d @ 12" o.c. Panel Nailing Edges Fields 48" o.c. 48" o.c. Anchor Bolt 5 8" @ 20d common nail @ 6" o.c. 20d common nail @ 6" o.c. Sill-Plate Connection 1.75"7" 1.75"7" Bolt Edge Distance (N) Footing 2" 2" Min. Blkg. Thk. below Sill-Plate 2" 2" 15/32" Struct I 8" o.c. to Blkg.8d @ 3" o.c. 8d @ 12" o.c.24" o.c.3/8" Dia. x 6" long lag @ 6" o.c1.75"7"2" 15/32" Struct I* Both Sides 8d @ 2" o.c. 8d @ 12" o.c.See note 5 16" o.c.1.75"7"2" Shear (lbs/ft) YES See note 4 NO Special Inspection NO YES See note 4 YES See note 4 YES See note 4 YES See note 4 YES See note 4 715 392 477 1,221 2,442 1,024 771 2,049 LRFD - Shear Wall Schedule from Table 4.3A SDPWS-2021 (values multiplied by 0.5) 1/2" Dia. x 6" long lag @ 8" o.c. 1/2" Dia. x 6" long lag @ 6" o.c. Bolt Edge Distance (E) Footing 1 2 3 4 5 6 7 8 1.5" 1.5" 3.5" 3.5" 3.5" 3.5" 3.5" 3.5" 1) This nailing schedule is for common nails only and all panels edges fastened to framing. Plywood can be installed either horizontally or vertically. 2) Shear Panels 3 to 8 requires 3X framing members at the bottom sill plate when resting on concrete, and behind vertical or horizontal panel edges. Also minimum 1/2" edge nailing distance at panel ends and edges. 3) Use square plate washers 3" x 3" x 1/4" thk. for 5/8" diameter bolts. 4) Deputy inspection required where the fastener spacing of the sheathing is 4 - inches on center or less. Applies to shear panel 3, 4, 5, 6, 7 & 8. 5) For 2x4 stud walls: -Use 4x blocking between joist when joist are perpendicular to wall or align a 4x continue member over the wall when joist are parallel to wall. Use LTP4 at 5" o.c. both sides. For 2x6 stud walls: -Use 4x blocking between joist when joist are perpendicular to wall or align a 4x continue member over the wall when joist are parallel to wall. Use LTP4 at 5" o.c. to connect aligned faces of wall and blocking or continue member and use A35 at 5" o.c. to connect the non aligned face of blocking or continue member with the top of top plate. *Framing at adjoining panel edges shall be nominal 3" or wider. nails shall be staggered in two lines along panel edges when nail spacing is 2" o.c., or when 10d common nails spaced 3" o.c. penetrate framing more than 1-5/8". A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 166 E.N. 1.75" MIN. SEE PLAN SE E P L A N 4"4" 3" C L R (4)1 2" DIA. THREADED ROD. SIMPSON SET-XP EPOXY ESR #2508 6" 4"x4"x1 8" STEEL COLUMN 1/2" THK. STEEL PLATE 10" 10 " 1/2" THK. STEEL PLATE 4"x4"x1 8" STEEL COLUMN 1/4 1/4 (4)1 2" DIA. THREADED ROD. SIMPSON SET-XP EPOXY ESR #2508 E70 E70 STEEL BEAM PER PLAN 1/2"THICK STL. PLATE W/4-5/8"Ø M. BOLTS 1/8 1/4" STIFFENER PLATE BOTH SIDES ELEVATION PLATE DETAIL A HSS 4x4x1/8 STEEL COLUMN SPLICE WHERE OCCURS NOTE: HOT DIP GALVANIZE EXPOSED STEEL MEMBERS OR USE RED PAINT TO PROTECT AGAINST CORROSION 3" x 2" x 3/8" THK. x 3" HT. ANGLE TOP VIEW (2) 5/8" DIA. BOLT A307 1/4" GAP 11/16" HOLE TYP. STEEL BEAM PER PLAN STEEL BEAM PER PLAN SIDE VIEWANGLE 1" 1" 1" 3" 3" x 2" x 3/8" THK. x 3" HT. ANGLE CONT. WOOD FILLER EA. SIDE W/ 3/4"Ø THRU BOLTS @ 16" O.C. STAGG. B.N. SHTG PER PLAN HANGERS (TYP.) FOR SIZE AND LOCATIONS OF MECHANICAL AND ARCH'L PLANS NOTE: SEE PLUMBING, ELECTRICAL LSTA24 TYP. 'JB' OR 'U' PER PLAN OR BEAM DOUBLE JOIST OPENINGS. OR P E R P L A N 4' - 0 " M A X . PARALLEL PERPENDICULAR POST PER PLAN W/ SIMPSON "HUC" CONCEALED HANGER HEADER PER PLAN DOUBLE PLATE STUDS PER PLAN HEADER BEAM PER PLAN (E) DOUBLE PLATE SIMPSON "A35" EA. 2-2x TRIMMER 2x KING STUD (E) STUD 12" MIN 24 " 4"4"E.N. ℄ WALL & FTN'G EM B E D M E N T 12" MIN 24 " 4"4"E.N. ℄ WALL & FTN'G E.N. B.N. 112" 11 2" 112 " 6"LAP PER 6 S-3.1 EXISTING NEW POST PER PLAN 2x4 BOTTOM CHORD STRAP PER PLAN ~ 6" M I N . NOTES: 1. THREADED ROD SHALL BE ASTM A307 OR A36. 2. TIGHTEN ALL BOLTS PRIOR TO COVERING. 3. BOLT HOLES IN POST TO BE 1/16" LARGER THAN BOLT. INSPECTOR TO VERIFY. S-3.0 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 167 45° 45 ° 6d 3"M I N . 45° SEE SCHED. (24" MIN.) CONCRETE 48d (24"MIN.) CONC. BLOCK D = 6d #3 THROUGH #8 D = 8d #9 THROUGH #11 D = 10d #14 THROUGH #18 STANDARD BEND 7" M I N . EM B E D M E N T 112"d 12 d d 4d 3"MIN. D NOTES: 1. ALL SPLICES SHALL BE CLASS B TENSION LAP SPLICES U.N.O. 2. LENGTHS SHOWN ARE FOR GRADE 60 UNCOATED BARS. 3. LENGTHS SHOWN ARE IN INCHES. 4. INCREASE LENGTHS 30% FOR LIGHT WEIGHT CONC. & AT FOUR BAR BUNDLES (WHERE 2 BARS LAP WITH 2 OTHER BARS) INDIVIDUAL BARS WITHIN A BUNDLE SHALL NOT OVERLAP. 5. TOP BARS - HORIZONTAL BARS PLACED WITH MORE THAN 12" OF FRESH CONC. CAST BELOW THEM. 6. INCREASE LENGTHS 50% WHERE a < db OR WHERE b < db FOR BEAMS & COL.S OR WHERE b < 2db FOR OTHER ELEMENTS. 7. FOR #14 & #18 BARS, USE MECHANICAL SPLICE IN ACCORDANCE WITH CBC REQUIREMENTS. TENSION LAP SPLICE SCHEDULE WHERE: "a" IS THE CLEAR COVER "b" IS THE CLEAR SPACING "db" IS THE BAR DIA. "db" "b" "a" "a " CLOSED TIE LAP SPLICE ALTERNATE CLOSED TIE ANCHOR BOLT STANDARD HOOK 42" LENGTH (21" EACH SIDE OF DAMAGED ZONE) S-3.1 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 168 WALL SHEATHING ROOF / FLOOR SHEATHING TYPICAL BORING & NOTCHING AT SHEAR WALL PLATE DETAIL 40% D (MAX.) BORING & NOTCHING DETAIL TYPICAL FLOOR & ROOF JOIST JOIST SPAN BETWEEN CL. OF BEARING WALLS 1/3 SPAN 2" M I N . 1/3 SPAN "Y " "X " D/ D E P T H 1/3 SPAN TYPICAL STUD WALL FRAMING DETAIL WIDTH=D NON-BEARING 5 8" MIN. 60% D (MAX.) 60 % D PARTITION WIDTH=D BORED HOLE 60 % D 25% D (MAX.) 40% D (MAX.) 5 8" MIN. 1 1/4"x16 GA. STRAP W/ 6-10d COMM. NAILS EA. END @EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 114" x 16 GA. STRAP W/ 8-10d COMM. NAILS EA. END @EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 114" x 16 GA. STRAP W/ 11-10d COMM. NAILS EA. END @ EA. PLATE (STRAP NOT REQ'D FOR SILL PLATE) 114" Ø MAX. BORED HOLE NOTCHES 6'-0" O.C. MIN. 2x4 DBL. TOP PLATE 2x4 OR 3x4 SILL PLATE (SIM.) 2"Ø MAX. BORED HOLE 3"Ø MAX. BORED HOLE 2x6 DBL. TOP PLATE 2x6 OR 3x6 SILL PLATE (SIM.) 2x8 DBL. TOP PLATE 2x8 OR 3x8 SILL PLATE (SIM.) BORED HOLE SEE SCHED. NON-BEARING WALL 16" MIN. BETWEEN HOLE &/OR NOTCH NOTCH & HOLES PERMITTED NOTCH & HOLES PERMITTED DOUBLE STUDS EA. SIDE OF OPENING MORE THAN 4'-0" IN WIDTH PLYWOOD EDGE NAIL'G FULL HT. @PLYWOOD SHEAR WALLS 10-16d NAILS MIN. BETWEEN SPLICES UNLESS SHOWN OTHERWISE ON THE PLANS 2-8d NAILS EA. SIDE 1-2x PL. 4'-0" MAX. 2-2x PL. OVER 4'-0" HDR. BM. PER PLAN SILL BOLTING (TYP.)NOTCH IN STUD NOTCH IN STUD EXTERIOR & BEARING PARTITION LSTI73 712" ~~ 4'-0 SPLICE W/ 16d @ 3" O.C. STAGG (TYP.) U.N.O. SPLICE LENGTH 312"MIN.2"MIN.312"MIN. VA R I E S ~ 24" MIN. ~ 12" MI N . 312" MAX.10"MIN.10"MIN. 112"M I N . NOTCHES 6'-0" O.C. MIN. 2" MA X . 512" MAX.12"MIN.12"MIN. 212"M I N . 2" MA X . 512" MAX.12"MIN.12"MIN. 312"M I N . NOTCHES 6'-0" O.C. MIN. 2x CRIPPLE 2-10d NAILS 16d NAILS @12" 3-16d NAILS 10 ' - 0 " M A X . 10 ' - 0 " M A X . 48"LAP 2-16d NAILS @ 16" 3-16d NAILS A B S-4.0 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J 169 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 10 - 0 7 - 2 0 2 5 1 2 : 4 4 : 4 2 P0.0 NG SB GE N E R A L I N F O R M A T I O N - P L U M B I N G 170 NO PA R K I N G CL E A N A I R VE H I C L E a l e s s a n d r o d r i v e 160.00' S 89 17' 50" E 140.23' N 89 17' 50" W 65.00'  N 00 02' 00" E 45.23'  N 00 02' 00" E s a n p a b l o a v e . C1 1 2 3 (E)1"ø G 5 44"ø S 4"ø GR FCO-1 FCO-1 8 7 6 6 I.E.= -3' - 3" I.E.= -2' - 11" GI-1 SB-1 (E)1 1/2"ø CW A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 As indicated 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 1 3 PS1.0 PR O P O S E D S I T E P L A N - P L U M B I N G 1/8" = 1'-0"1PROPOSED SITE PLAN - PLUMBING GENERAL NOTES A. REFER TO SHEET P0.0 FOR GENERAL NOTES. CODED NOTES 1. APPROXIMATE LOCATION OF THE EXISTING 1'' NG PIPE. CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE, AND CONDITION IN THE FILED. 2. APPROXIMATE LOCATION OF THE EXISTING 1-1/2" CW INCOMING SERVICE PIPE. CONTRACTOR SHALL VERIFY EXACT LOCATION, SIZE, AND CONDITION IN THE FIELD. 3. DEMOLISH (E)3"⌀SANITARY PIPE AND REPLACE WITH NEW 4"⌀ SANITARY MAIN, REFER TO AS-BUILT DRAWINGS FOR EXACT LOCATION, SIZE AND CONTINUATIONS OF EXISTING SANITARY. 4. NEW 4"⌀SANITARY PIPING SHALL REPLACE EXISTING 3"⌀ CURRENTLY INSTALLED BELOW GRADE TO SITE MAIN. CONTRACTOR TO FIELD VERIFY EXISTING SANITARY SITE MAIN SIZE, LOCATION, AND INVERT ELEVATION PRIOR TO CONNECTION. 5. 4"⌀GREASE WASTE PIPE CONTINUE TO CONNECT GREASE INTERCEPTOR AND SAMPLING BOX, CONTRACTOR TO VERIFY GREASE INTERCEPTOR AND SAMPLING BOX LOCATION AND INVERT ELEVATION AND NEW SANITARY PIPE SIZE, LOCATION AND INVERT BEFORE CONNECTION. 6. 4"⌀SANITARY AND GREASE WASTE PIPE, REFER SHEET P1.0 FOR CONTINUATION. 7.1-1/2"⌀CW PIPE, REFER SHEET P2.0 FOR CONTINUATION. 8.(E)1"⌀NG PIPE, REFER SHEET P2.0 FOR CONTINUATION. 1a 1a 1a 1a 1a 171 Display / Sales Area Hallway Toilet Utility Dressing Rm. Staging Area Adjacent Property WASHER (D)L-1 (D)WC-1 (D)2"ø S (D)2"ø S (D)2"ø V (D)2"ø V 1 (D)3"ø S 2"⌀VENT UP (D)3"⌀S (D)3"⌀S (D)3"⌀S 2 2 2 2 2 (D)3"⌀S 2 (D)2"⌀VTR3 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 1 4 PD1.0 DE M O L I T I O N - F L O O R P L A N - S A N I T A R Y A N D V E N T 1/4" = 1'-0"ADEMOLITION - FLOOR PLAN - SANITARY AND VENT GENERAL NOTES A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 1. (E)3"⌀SANITARY PIPE DEMOLISHED AND REPLACED WITH (N)4"⌀ SANITARY MAIN, REFER SHEET PS1.0 FOR CONTINUATION. 2. ALL EXISTING SANITARY AND VENT PIPE DEMOLISHED. 3. DEMOLISH EXISTING VENT THROUGH ROOF, CONTRACTOR SHALL PREPARE EXISTING OPENING FOR NEW VENT, SEE SHEET P1.1 FOR MORE INFORMATION. CODED NOTES 172 Display / Sales Area Hallway Toilet Utility Dressing Rm. Staging Area Adjacent Property WASHER (D)L-1 (D)WC-1 (D)3/4"ø HW (D)1/2"ø CW (D)1/2"ø HW (D)1/2"ø CW (D)1/2"ø CW (E)1"ø G (D)3/4"ø CW (D)3/4"ø HW (D)GWH 199 MBH (D)1"ø CW 1 2 3 (E)GAS METER (D)1 1/4"ø G 4 4 4 4 (E)HB-1 (E)HB-1(E)1/2"ø CW (E)1/2"ø CW (D)1/2"ø G 3 3 3 3 (D)2"ø G (E)3/4"ø G (E)1 1/2"ø G (E)1 1/2"ø G (E)3/4"ø G (E)1 1/2"ø G (E)3/4"ø G (E)3/4"ø G (E)1 1/2"ø G (E)1 1/2"ø G (E)3/4"ø G (E)1 1/4"ø G (D)DRYER 35 MBH 5 6 (E)2"ø G A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 1 4 PD2.0 DE M O L I T I O N - F L O O R P L A N - D O M E S T I C W A T E R & G A S 1/4" = 1'-0"ADEMOLITION - FLOOR PLAN - DOMESTIC WATER AND GAS GENERAL NOTES A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 1. (E)1"⌀CW PIPE DEMOLISHED UP TO THIS POINT, REFER SHEET PS1.0 FOR (E)1-1/2"⌀COLD WATER MAIN. 2. (E)1"⌀NG PIPE CONTINUE, REFER SHEET PS1.0 FOR CONTINUATION. 3. (E)3/4"⌀NG PIPE UP TO ROOF, REFER SHEET PD2.1 FOR CONTINUATION. 4. ALL EXISTING DOMESTIC HOT AND COLD WATER PIPING, GAS PIPING, FIXTURES, EQUIPMENT, SUPPORTS, AND ACCESSORIES IN THIS AREA SHALL BE DEMOLISHED BACK TO SOURCE. 5. DEMOLISH EXISTING 2"⌀PIPE ELBOW, REFER SHEET P2.0 FOR NEW 1-1/2"⌀NG PIPE CONNECTION. 6. CONTRACTOR TO COORDINATE REPLACEMENT UPGRADE FOR UTILITY METER WITH LOCAL UTILITY COMPANY, SEE P6.0 FOR TOTAL CFH CAPACITY REQUIRED. CODED NOTES 1 1 1a 1a1a 1a 173 (E)3/4"ø G (E)3/4"ø G (E)3/4"ø G 1 73 MBH 73 MBH73 MBH 73 MBH 73 MBH (E)RTU-4 (455 LBS) (E)RTU-1 (455 LBS) (E)RTU-3 (455 LBS)(E)RTU-5 (455 LBS) (E)RTU-2 (455 LBS) 1 1 1 1 (E)3/4"ø G(E)3/4"ø G A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 1 5 PD2.1 DE M O L I T I O N - R O O F P L A N - D O M E S T I C W A T E R & G A S GENERAL NOTES A. REFER TO SHEET P0.0 FOR GENERAL NOTES. CODED NOTES 1. (E)3/4"⌀NG PIPE DOWN, REFER SHEET PD2.0 FOR CONTINUATION. 1/4" = 1'-0"1DEMOLITION - ROOF PLAN - DOMESTIC WATER AND GAS 174 Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. L-1 WC-1 2"ø S 1 1/2"ø S 4"ø S 4"ø S 4"ø S 4"ø S 2"ø S 2"ø V 3"ø S 2"ø V 1 1/2"ø V 1 1/2"ø S 3"ø GR 3"ø GR 4"ø GR 3"ø GR 2"ø V 2"ø V 3"ø GR 3"ø GR 3"ø GR 3"ø GR 4"ø GR 2"ø V 3"ø GR 2"ø V 2"ø V 2"ø V 3"ø GR 3"ø GR 3"ø GR 3"ø GR 4"ø GR 4"ø GR 4"ø GR 3"ø GR3"ø GR 3"ø GR 1 1/2"ø GR 1 1/2"ø GR 1 1/2"ø GR 1 1/2"ø GR 1 1/2"ø GRFD-1 L-1 WC-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FCO-1 FCO-1 FCO-1 FCO-1 1/4" / 1'-0" 1/4" / 1'-0" 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 1/ 4 " / 1 ' - 0 " 2"⌀VENT UP 3"⌀VENT UP 2"⌀VENT UP 2"ø V 2"ø V 2"ø V 2"ø V2"ø V 4"ø S 3"ø S 3"ø S 3"ø S 4"ø S 2"ø V 2"ø V 2"⌀AAV 2"⌀AAV 190 101 102 106 108 125 141 135 133 216 138 137 158 157 156 159 160 166 196 204 205 207 122 124 127 128 126 1 2 FS-1 FS-1 FS-1 FS-1 FS-1 FS-1 FS-1 WCO-1 WCO-1 WCO-1 WCO-1 3 1/4" / 1 '-0" FCO-1 3"ø S 4"ø S (E)4"ø S FS-1 3"ø GR A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 2 : 5 1 : 5 7 P1.0 PR O P O S E D F L O O R P L A N - S A N I T A R Y A N D V E N T 1/4" = 1'-0"1PROPOSED FLOOR PLAN - SANITARY AND VENT GENERAL NOTES CODED NOTES 1. 4"⌀SANITARY PIPE, REFER SHEET PS1.0 FOR CONTINUATION. 2. 4"⌀GREASE WASTE PIPE, REFER SHEET PS1.0 FOR CONTINUATION. 3. 1"⌀CONDENSATE DRAIN PIPE FROM ROOF, REFER SHEET P1.1 FOR CONTINUATION. A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 216.0 1 R/O Water System Formulator 207.0 1 Pitcher Rinser 6x9 w/spinjet 205.0 1 Rinse Sink - Undermount 204.0 1 Dishwasher 196.0 1 Mop Sink Cabinet 190.0 1 Hand Sink - Wall Mounted 166.0 1 Ice Machine 160.0 1 1-Comp Prep Sink 159.0 1 Hand Sink - Wall Mounted 158.0 1 Dishwasher 157.0 1 One Compartment Sink 156.0 1 3-Comp. Utensil Sink 141.0 1 Sous vide cooker 138.0 1 1-Comp Prep Sink 137.0 1 Hand Sink - Wall Mounted 216.0 1 R/O Water System Formulator 135.0 2 Pour Over Unit 133.0 1 Rinse Sink - Undermount 128.0 1 Espresso AV 2 Group 127.0 1 Espresso Steam Unit 126.0 1 Pitcher Rinser / Drip Tray 125.0 1 Ice Bin 124.0 1 Espresso AV 2 Group 122.1 1 Pitcher Rinser / Drip Tray 116.0 1 Rinse Sink - Undermount 108.0 1 Iced Beverage Tap system 102.0 1 Rinse Sink - Undermount 101.0 1 Hand Sink - Wall Mounted Tag Qty.Item Description KITCHEN EQUIPMENT SCHEDULE 1a 1a 1a 1a 175 R 10' - 0" R 10' - 0" R 10' - 0" 2"⌀VTR 3"⌀VTR2"⌀VTR 1"ø CD 1"ø CD CO CO 1/8" / 1'-0" 1 (E)RTU-1 (455 LBS) (E)RTU-4 (455 LBS) (E)RTU-2 (455 LBS)(E)RTU-5 (455 LBS) (E)RTU-3 (455 LBS) 1/ 8 " / 1 ' - 0 " MAU-1 (1,617 LBS) A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 2 1 P1.1 PR O P O S E D R O O F P L A N - S A N I T A R Y A N D V E N T GENERAL NOTES CODED NOTES 1. 1"⌀CONDENSATE DRAIN PIPE DOWN, TERMINATE AT THE TAIL PIECE OF LAV/SINK WITH FIXED AIR GAP SIMILAR TO JR SMITH 3955. A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 1/4" = 1'-0"1PROPOSED ROOF PLAN - SANITARY AND VENT 1 176 Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. WC-1 L-1 WC-1 L-1 1/2"ø HWR 1/2"ø HW 1/2"ø CW 3/4"ø CW 1/2"ø CW 1/2"ø HW 1/2"ø HWR 3/4"ø CW 3/4"ø CW 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1"ø CW 3/4"ø HW 3/4"ø HWR 3/4"ø HW 3/4"ø CW 1/2"ø HW 1/2"ø HWR 1/2"ø CW 1/2"ø HW 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1/2"ø HWR 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1"ø CW 1"ø HW 3/4"ø HWR 3/4"ø CW 3/4"ø HW 3/4"ø HWR 1/2"ø FW 1/2"ø CW 1/2"ø HW 1/2"ø HWR 1/2"ø CW 1/2"ø HW 1/2"ø HWR 1/2"ø FW 1/2"ø CW 1/2"ø HWR 1/2"ø HW 1/2"ø HWR 1/2"ø HW 1/2"ø FW 1/2"ø CW 1/2"ø FW 1/2"ø FW 3/4"ø FW3/4"ø FW 3/4"ø CW 3/4"ø HW 1/2"ø HWR 3/4"ø FW 3/4"ø CW 1/2"ø HW 1/2"ø HWR 3/4"ø HWR 1"ø HW 1"ø CW 3/4"ø FW 1/2"ø FW 1/2"ø FW 1/2"ø CW 1/2"ø FW 1/2"ø CW 1/2"ø FW 3/4"ø CW 3/4"ø FW 1/2"ø FW 1/2"ø FW 1/2"ø FW3/4"ø CW 3/4"ø FW 1 1/4"ø CW 3/4"ø HWR 1 1/4"ø HW 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1/2"ø FW 1/2"ø HWR 1/2"ø HW 1/2"ø CW 1/2"ø CW 1/2"ø HW 1/2"ø FW 1/2"ø CW 1/2"ø HWR 1/2"ø HWR 1/2"ø HW 1/2"ø HW 1/2"ø HWR 190 1 1/4"ø G 3/4"ø G 196 156 157 159 138 137 158 101 102 106 110 113 122 117 116 124 207 126 127 128 133 135 216 160 166 204 205 208 212 213 1/2"ø CW 1/2"ø CW 1/2"ø FW 1/2"ø FW 3/4"ø FW 3/4"ø HWR 1 4 5 (E)1"ø G2 3 (E)GAS METER 1 1/2"ø CW 1 1/2"ø CW 1 1/2"ø CW 1/2"ø FW 1/2"ø CW 1/2"ø HW 1/2"ø FW 3/4"ø FW 1/2"ø HW 3/4"ø CW 3/4"ø FW 3/4"ø FW 3/4"ø CW 1/2"ø HW 1/2"ø HWR 3/4"ø HWR 3/4"ø HW 1"ø CW 3/4"ø FW 3/4"ø CW 3/4"ø HW 3/4"ø HWR 1/2"ø HWR 1/2"ø HW 1/2"ø CW 3/4"ø HWR 1 1/4"ø HW 1 1/2"ø CW 3/4"ø FW TMV-1 TMV-1 TMV-1 TMV-1 TMV-1 ET-1 1/2"⌀TP 1/2"⌀TP FD-1 FD-1 FD-1 FD-1 FD-1 FD-1 FD-1FD-1 FD-1 FD-1 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP 1/2"⌀TP GWH-1 199 MBH 155 33 MBH FD-1 RCP-1 1/2"ø CW (E)HB-1 (E)HB-1 (E)1/2"ø CW (E)1/2"ø CW END CAP 3 3 3 3 6 (E)2"ø G (E)1 1/2"ø G (E)3/4"ø G (E)1 1/2"ø G 1 1/4"ø G 3/4"ø G 1 1/4"ø G (E)3/4"ø G 1 1/2"ø G (E)1 1/2"ø G 1 1/2"ø G 8 7 2 1/2"ø G 182 183.6 MBH 1 1/4"ø G A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 2 : 5 1 : 3 2 P2.0 PR O P O S E D F L O O R P L A N - D O M E S T I C W A T E R A N D G A S 1/4" = 1'-0"1PROPOSED FLOOR PLAN - DOMESTIC WATER AND GAS GENERAL NOTES CODED NOTES 1. 1-1/2"⌀CW PIPE, REFER SHEET PS1.0 FOR CONTINUATION. 2. (E)1"⌀NG PIPE CONTINUE, REFER SHEET PS1.0 FOR CONTINUATION. 3. (E)3/4"⌀NG PIPE UP TO ROOF, REFER SHEET P2.1 FOR CONTINUATION. 4. (N)3/4"⌀NG PIPE DOWN TO CONVECTION OVEN(155.0). 5. (N)1-1/4"⌀NG PIPE DOWN TO GAS WATER HEATER(GWH-1). 6. (N)1"⌀NG PIPE UP TO ROOF, REFER SHEET P2.1 FOR CONTINUATION. 7. CONTRACTOR TO COORDINATE REPLACEMENT UPGRADE FOR UTILITY METER WITH LOCAL UTILITY COMPANY, SEE P6.0 FOR TOTAL CFH CAPACITY REQUIRED. 8. REFER TO M1.0 AND M1.1 FOR WATER HEATER COMBUSTION AIR DESIGN REQUIREMENTS. A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 213.0 1 Water Boiler 5 gal w/aeration 212.0 1 Batch Brewer 208.0 1 Espresso Machine 207.0 1 Pitcher Rinser 6x9 w/spinjet 205.0 1 Rinse Sink - Undermount 204.0 1 Dishwasher 196.0 1 Mop Sink Cabinet 190.0 1 Hand Sink - Wall Mounted 182.0 1 Coffee Roaster 166.0 1 Ice Machine 160.0 1 1-Comp Prep Sink 159.0 1 Hand Sink - Wall Mounted 158.0 1 Dishwasher 157.0 1 One Compartment Sink 156.0 1 3-Comp. Utensil Sink 155.0 1 Convection Oven 138.0 1 1-Comp Prep Sink 137.0 1 Hand Sink - Wall Mounted 216.0 1 R/O Water System Formulator 135.0 2 Pour Over Unit 133.0 1 Rinse Sink - Undermount 128.0 1 Espresso AV 2 Group 127.0 1 Espresso Steam Unit 126.0 1 Pitcher Rinser / Drip Tray 124.0 1 Espresso AV 2 Group 122.1 1 Pitcher Rinser / Drip Tray 117.0 1 Cold Water Dispenser 116.0 1 Rinse Sink - Undermount 113.0 1 Filter Coffee Brewer 110.0 1 Ice Machine 106.0 1 Carbonator 102.0 1 Rinse Sink - Undermount 101.0 1 Hand Sink - Wall Mounted Tag Qty.Item Description KITCHEN EQUIPMENT SCHEDULE 1 1 1 1 1 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 177 73 MBH 73 MBH73 MBH 73 MBH 73 MBH (E)3/4"ø G (E)3/4"ø G(E)3/4"ø G 2 1 SHUT-OFF VALVE (E)RTU-4 (455 LBS) (E)RTU-1 (455 LBS) (E)RTU-2 (455 LBS) (E)RTU-5 (455 LBS) (E)RTU-3 (455 LBS) 96.3 MBH 1 1 1 1 MAU-1 (1,617 LBS) SHUT-OFF VALVE (TYP.) 1"ø G (E)3/4"ø G (E)3/4"ø G A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 2 6 P2.1 PR O P O S E D R O O F P L A N - D O M E S T I C W A T E R A N D G A S GENERAL NOTES CODED NOTES 1. (E)3/4"⌀NG PIPE DOWN, REFER SHEET P2.0 FOR CONTINUATION. 2. (N)1"⌀NG PIPE DOWN, REFER SHEET P2.0 FOR CONTINUATION. A. REFER TO SHEET P0.0 FOR GENERAL NOTES. 1/4" = 1'-0"1PROPOSED ROOF PLAN - DOMESTIC WATER AND GAS 178 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 3 8 P5.0 DE T A I L S - P L U M B I N G 179 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 4 0 P6.0 SC H E D U L E S - P L U M B I N G TOTAL GPM: 28 TOTAL WSFU: 48 Custom 0 - - 1/2"CW for Ice Maker, Coffee Maker, Tee Maker,….15 0.5 7.5 Trap Primer 0 0.25 - Food Waste Grinder 0 - - Floor Sink 7 - - Floor Drain 12 - - Hose Bibb, each additional 1 1 1 First Hose Bibb 1 2.5 2.5 Lawn Sprinkler, each head 0 1 - Clinic Flushometer Valve 0 8 - Water Closet, greater than 1.6 GPF Flushometer Valve 0 8 - Water Closet, greater than 1.6 GPF Gravity Tank 0 5.5 - Water Closet, 1.6 GPF Flushometer Valve 0 5 - Water Closet, 1.6 GPF Flushometer Tank 2 2.5 5 Water Closet, 1.6 GPF Gravity Tank 0 2.5 - Urinal, flush tank 0 2 - Urinal, greater than 1.0 GPF Flushometer Valve 0 5 - Urinal, 1.0 GPF Flushometer Valve 0 4 - Mobile Home, each 0 - - Wash Fountain 0 4 - Shower, each head 0 2 - Washup Sink, each set of faucets 8 2 16 3-Compartment Sink 1 3 3 Clinical Sink 0 3 - Service Sink or Mop Basin 1 3 3 Laundry Sink 0 1.5 - Kitchen Sink 3 1.5 4.5 Bar Sink 0 2 - Lavatory 2 1 2 Drinking Fountain or Watercooler 1 0.5 0.5 Dishwasher 2 1.5 3 Dental Unit, cuspidor 0 1 - Clothes Washer 0 4 - Bidet 0 - - Bathtub or Combination Bath/Shower 0 4 - Appliances, Appurtenance, or Fixtures Public Total Quantity WSFU TOTAL SYSTEM WSFU 400 23 49 92 189 283 546 870 1540 3140 350 25 53 99 203 305 587 935 1650 3370 300 27 57 108 221 331 638 1020 1800 3670 250 30 63 119 244 366 704 1120 1980 4050 200 34 71 134 275 412 794 1270 2240 4560 175 37 77 144 296 443 854 1360 2410 4910 150 40 83 157 322 482 928 1480 2640 5330 125 44 92 173 355 532 1020 1630 2890 5890 100 50 104 195 400 600 1160 1840 3260 6640 90 52 110 207 424 635 1220 1950 3450 7030 80 56 117 220 452 677 1300 2080 3670 7490 70 60 126 237 486 728 1400 2230 3950 8050 60 65 137 257 528 791 1520 2430 4290 8760 50 72 151 284 583 873 1680 2680 4740 9660 40 81 170 320 657 985 1900 3020 5350 10900 30 95 199 374 768 1150 2220 3530 6250 12700 20 118 247 466 957 1430 2760 4400 7780 15900 10 172 360 678 1390 2090 4020 6400 11300 23100 LENGTH PIPE SIZE IN INCHES NOMINAL ID 1/2 3/4 1 1-1/4 1-1/2 2 2-1/2 3 4 PIPE SIZE IN INCHES MAXIMUM DELIVERY CAPACITY OF SCHEDULE 40 METALLIC PIPE CARRYING NATURAL GAS OF 0.6 SPECIFIC GRAVITY BASED ON A PRESSURE DROP OF 0.5" WATER COLUMN, GAS PRESSURE : LESS THAN 2 PSI CPC TABLE 1216.2 (1) LOW PRESSURE NATURAL GAS PIPE SIZING TABLE METERING FAUCETS 0.2 GALLONS/CYCLE KITCHEN FAUCETS 1.8 GPM @60 PSI LAVATORY FAUCETS - NON RESIDENTIAL 0.5 GPM @60 PSI WATER CLOSET 1.28 GALLONS/FLUSH FIXTURE TYPE MAXIMUM FLOW RATE MAXIMUM FIXTURE FLOW RATES 1 CONFIRM MAKE AND MODEL WITH ARCHITECT AND OWNERSHIP PRIOR TO ORDERING. NOTES: SB-1 SAMPLING BOX JENSEN 2432-Z SAMPLE BOX WITH PIPE CONNECTORS, WEIGHT: 1250 LBS, BOX DESIGN LOAD: H-20 TRAFFIC, 24" CAST IRON FRAME & COVER WITH GASKET (GASTIGHT).1 GI-1 GREASE INTERCEPTOR JENSEN KJP1200GECE JP-1200 GALLON GREASE INTERCEPTOR, 1'-0" MIN. TO 6'-6" MAX. EARTH COVER, H-20 TRAFFIC RATED.1 TMV-1 THERMOSTATIC MIXING VALVE WATTS LFMMV-M1 A THERMOSTATIC MIXING VALVE (1/2”) HAVE A LEAD FREE* CAST COPPER SILICON ALLOY BODY. PROVIDE ACCURATE TEMPERATURE CONTROL (±3°F) WITH LOW-PRESSURE DROP ACROSS THE RATED FLOW RANGE. ASSE 1017, ASSE 1069, ASSE 1070 AND IAPMO CUPC LISTED. 1 FCO-1 FLOOR CLEANOUT ZURN Z1400-K "LEVEL-TROL" ADJUSTABLE FLOOR CLEANOUT, DURA-COATED CAST IRON BODY WITH ANCHOR FLANGE, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG AND ROUND SCORIATED CAST IRON HEAVY-DUTY SECURED TOP (SPECIFY FINISH Z, ZB, ZN, ZS) ADJUSTABLE TO FINISHED FLOOR. 1 WCO-1 WALL CLEANOUT ZURN Z1446 WALL CLEANOUT, DURA-COATED CAST IRON BODY, GAS AND WATERTIGHT ABS TAPERED THREAD PLUG, AND ROUND, SMOOTH STAINLESS STEEL ACCESS COVER WITH SECURING SCREW.1 TP-1 TRAP PRIMER ZURN Z1022-XL TRAP PRIMER IS DESIGNED TO COMPLY WITH ANSI/ASSE STANDARD 1018.1 FS-1 FLOOR SINK J R SMITH 3150-12 J.R.SMITH NO, 3150-12, C.I., SQUARE TOP, ACID RESISTING ENAMELED INSIDE W/DOME STRAINER, H/B HALF GRATE UNLESS OTHERWISE INDICATED SEEPAGE FLANGE.1 FD-1 FLOOR DRAIN J R SMITH 2005.000 FLOOR OR SHOWER DRAINS WITH ADJUSTABLE STRAINER HEADS. LOAD RATING: LIGHT DUTY HAVING A SAFE LIVE (STATIC) LOAD LESS THAN 2000 LBS (900 KG) PER ASME A112.6.3 FLOOR DRAIN STANDARD.1 AMERICAN STANDARD 605B.105 AMERICAN STANDARD FAUCET MODEL 605B.105-0.5 GPM/1.9 L/MIN PRESSURE COMPENSATING VANDAL-RESISTANT MULTI-LAMINAR SPRAY WITH CR-P2 LITHIUM BATTERY AND HOLDER, 605P.400-4" BRASS DECK PLATE WITH 1/4" FXATION STUDS AND QUICK SPIN NUTS, 605XTMV1070-THERMOSTATIC MIXING VALVE. 20" FLEXIBLE INLET HOSES WITH 3/8" COMPRESSION FTTINGS. ASSE 1070 CERTIFIED DOWN TO 0.35 GPM/1.3 L/MIN. 1 L-1 LAVATORY ADA COMPLIANT AMERICAN STANDARD 355.012 LUCERNE™ WALL-HUNG LAVATORY, VITREOUS CHINA, FRONT OVERFOW, D-SHAPED BOWL, SELF-DRAINING DECK AREA WITH CONTOURED BACK AND SIDE SPLASH SHIELDS, FAUCET LEDGE.1 WC-1 WATER CLOSET ADA COMPLIANT AMERICAN STANDARD 2467.100 CADET FLOWISE™ RIGHT HEIGHT™ ELONGATED PRESSURE-ASSISTED TOILET 1.1 GPF/ 4.2 LPF, VITREOUS CHINA, HIGH EFFICIENCY, ULTRA LOW-CONSUMPTION (1.1 GPF/4.2 LPF), EVERCLEAN® SURFACE, MEETS EPA WATERSENSE® CRITERIA, CLOSE-COUPLED FLUSHOMETER TANK, ADA COMPLIANT. 1 MARK FIXTURE MANUFACTURER MODEL REMARKS NOTES PLUMBING FIXTURES SCHEDULE 2 LWT SHALL BE SET TO 140 DEG F. 1 UNIT SHALL HAVE DROP PAN THAT IS TO BE DRAINED TO THE NEAREST FLOOR DRAIN OR MOP BASIN. NOTES : GWH-1 MECH. ROOM 100 199,000 261 97% 1-1/2"3/4 3"4.8 14 120/60/1 5 76-1/2 27-3/4 27-3/4 523 AO SMITH BTH-199(A) ALL MINIMUM (IN.WC.) MAXIMIM (IN.WC.)VOL/HZ/PH AMP HEIGHT WIDTH DEPTH MARK LOCATION STORAGE (GALLONS) HEAT CAPACITY (INPUT) BTU/HR HEAT RECOVERY @100 F RISE (USGPH) THERMAL EFFICIENC Y OR UEF HOT/COLD CONNECTION GAS CONNECTION VENT INLET GAS PRESSURE ELECTRICAL DATA DIMENSIONS IN INCHES WEIGHT (LBS)MAKE MODEL NUMBER NOTES GAS WATER HEATER SCHEDULE Below 40 0.20-0.26 50 1.0 1.5 1.5 1.5 1.5 40-60 0.21-0.27 75 Nonres 0.5 Res 0.75 Nonres 0.5 Res 0.75 1.0 1.0 1.0 Space cooling systems (chilled water, refrigerant and brine) 105-140 0.22-0.28 100 1.0 1.5 2.0 2.0 2.0 141-200 0.25-0.29 125 1.5 1.5 2.0 2.0 2.0 201-250 0.27-0.30 150 2.5 2.5 2.5 3.0 3.0 251-350 0.29-0.32 200 3.0 4.0 4.5 4.5 4.5 Above 350 0.32-0.34 250 4.5 5.0 5.0 5.0 5.0 Space heating, hot water systems (steam, steam condensate and hot water) and service water heating systms (recirculating sections, all piping in electric trace tape systems, and the first 8 feet of piping from the storage tank for nonrecirculating systems) INSULATION THICKNESS REQUIRED (in inches) < 1 1 to < 1.5 1.5 to < 4 4 to < 8 8 and largerFLUID TEMPERATURE RANGE, (°F) CONDUCTIVITY RANGE (in BTU-inch per hour per square foot per °F) INSULATION MEAN RATING TEMPERATURE (°F) NOMINAL PIPE DIAMETER (in inches) TABLE 120.3-A PIPE INSULATION THICKNESS PIPING INSULATION THICKNESS TOTAL DFU: 26.5 Floor drain 4 2 8 Water Closet, 1.6 GPF Flushometer Valve 2 4 8 Lavatory 2 1 2 Rinse Sink 1 3 3 Hand sink 1 3 3 Drinking Fountain or Watercooler 1 0.5 0.5 Dishwasher 1 2 2 Appliances, Appurtenance, or Fixtures Public Total Quantity DFU TOTAL SYSTEM DFU (SANITARY) TOTAL DFU: 53 Floor Sink 2 2 4 Floor drain 7 2 14 Three Compartment Sink 1 2 2 Prep sink or Rinse sink 4 3 12 Dishwasher 1 2 6 Kitchen Sink 3 2 6 Service Sink or Mop Basin 1 3 3 Hand Sink 3 2 6 Appliances, Appurtenance, or Fixtures Public Total Quantity DFU TOTAL SYSTEM DFU (GREASE WASTE) 1 RECIRCULATION PUMP WITH AUTOMATIC AND TIME CONTROL. NOTES : RCP-1 MECH ROOM 3/4"1/40 2 GPM @ 9 FT 3250 115/60/1 0.52 4 3-15/16 5-5/8 6 TACO 006-ST4 ALL VOL/HZ/PH FLA (A) HEIGHT WIDTH DEPTH MARK LOCATION CONNECTIO N SIZE HP MAX GPM @ HEAD MOTOR RPM ELECTRICAL DATA DIMENSIONS IN INCHES WEIGHT (LB) MAKE MODEL NUMBER NOTES RECIRCULATION PUMP SCHEDULE 1 WATER CONNECTION 3/4" (MALE NPT). NOTES : ET-1 MECH. ROOM 6.4 12 18 150 17 AMTROL ST-12C-DD ALL DIA. HEIGHT MARK LOCATION TANK CAPACITY (US GAL.) DIMENSIONS IN INCHES PRESSURE (PSI) WEIGHT (LBS)MAKE MODEL NUMBER NOTES EXPANSION TANK SCHEDULE 12 70000 10 44200 8 24300 6 11900 5 7320 4 4050 3 1980 2 1/2 1120 2 704 1 1/2 366 Gas Type: Natural 1 1/4 244 Pipe Material: SCH. 40 BLACK STEEL 1 119 Pressure Drop: 0.5 IN W.C. 3/4 63 Inlet Pressure: < 2 PSI 1/2 30 Total Equivalent Length: 243.0 FT PIPE SIZE (IN) CAPACITY (CFH)25% Fitting Length: 123.0 FT SIZING PER TABLE 1216.2(1)Total Developed Length: 120.0 FT TOTAL GAS LOAD: 877 CFH 182 COFFEE ROASTER 183.6 MAU-1 MAKE UP AIR UNIT 96.3 OVEN OVEN 33 GWH-1 WATER HEATER 199 (E)RTU-5 (E)RTU-5 73 (E)RTU-4 (E)RTU-4 73 (E)RTU-3 (E)RTU-3 73 (E)RTU-2 (E)RTU-2 73 (E)RTU-1 (E)RTU-1 73 Mark Equipment Load (CFH) SYSTEM PARAMETERS GAS LINE SIZING CALCS 4 1668 1668 840 3 1/2 1091 1091 585 3 666 719 406 2 1/2 329 455 245 2 132 254 119 1 1/2 35 103 46 1 1/4 14 56 28 1 -24 16 3/4 -10 8 1/2 -3 3 PIPE SIZE (IN) CW FLUSH VALVE (W.S.F.U.) (8 FT/S MAX) CW FLUSH TANK (W.S.F.U.) (8 FT/S MAX) HW FLUSH TANK (W.S.F.U.) (5 FT/S MAX) SIZING CRITERIA: ALLOWABLE FRICTION LOSS PER 100 FT:9.1 psi Allowable Friction Loss Per 100 ft: 9.1 psi Total Equivalent Length: 312.5' Pressure Available for Friction Loss:28.6 psi 25% Fitting Length: 62.5' Residual Pressure @ Farthest Fixture:15.0 psi Total Developed Length: 250.0' Pressure Loss Due to Elevation: 6.5 psi Static Head: 15.0' Sub Meter: - Water Sotener: - Minimum Building Pressure 50.0 psi - - Maximum Building Pressure: 65.0 psi Minimum Building Pressure: 50.0 psi Water Meter Losses: 3.0 psi Pressure Loss Through 1-inch BFP: 12.0 psi EXISTING Maximum Site Pressure: 80.0 psi Minimum Site Pressure: 65.0 psi HYDRAULIC CALCULATIONS: Backflow Prevention Device: 1 EXISTING EXISTING Pressure Reducing Valve: SIZE (IN) MAKE MODEL Piping Material: -X - Copper Type K Copper Type L Other (Specify) SYSTEM COMPONENTS Water Meter Size (in):1 Flush Type:Tank Maximum System GPM:56 GPM Total System GPM:28 GPM Total Fixture Units:48.00 WSFU PRV Required:No Water Meter:Yes SYSTEM PARAMETERS HYDRAULIC CALCULATIONS 1 1a 1a 1a 1a 180 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 4 3 P8.0 SP E C I F I C A T I O N S - P L U M B I N G 181 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 10 - 0 7 - 2 0 2 5 1 1 : 5 5 : 4 6 P9.0 TI T L E 2 4 - P L U M B I N G 182 1 1 1 1 1 (E)RTU-1 (455 LBS) (E)RTU-4 (455 LBS) (E)RTU-2 (455 LBS) (E)RTU-5 (455 LBS) (E)RTU-3 (455 LBS) 22 2 2 3 1a A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 20 2 5 - 0 7 - 1 0 1 1 : 3 0 : 5 2 P M MD1.1 DE M O L I T I O N - R O O F P L A N - M E C H A N I C A L GENERAL NOTES CODED NOTES 1. EXISTING SUPPLY AIR AND RETURN AIR DUCTS SHALL REMAIN. REFER M1.0 FOR BELOW FLOOR DUCT ROUTING AND CONTINUATION. 2. EXISTING OUTSIDE AIR INTAKE HOOD TO BE REBALANCE AND REUSE AS PER SHOWN ON PROPOSED ROOF PLAN. REFER SHEET M1.1 FOR MORE INFORMATION. TYPICAL FOR ALL RTUs. 3. DISCONNECT EXISTING INTAKE HOOD AND PREPARE FOR RELOCATION EXTENSION, SEE M1.1 FOR ADDITIONAL INFORMATION. 1/4" = 1'-0"1DEMOLITION - ROOF PLAN - MECHANICAL A. REFER TO SHEET M0.0 FOR GENERAL NOTES. B. ALL EQUIPMENT AND DUCTWORK SHOWN WITH THIN/LIGHT SOLID LINES IS EXISTING TO REMAIN. C. ALL EQUIPMENT AND DUCTWORK SHOWN WITH THICK/DARK DASHED LINES IS EXISTING TO BE REMOVED OR RELOCATED. D. RELEVANT EQUIPMENT AND DUCTWORK SHOWN IS BASED ON EXISTING DRAWINGS AND FIELD SURVEY. NOT ALL EXISTING EQUIPMENT AND DUCTWORK IS SHOWN. CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AFFECTED BY THIS RENOVATION AND NOTIFY THE ENGINEER IF CONDITIONS ARE NOT AS INDICATED. E. OWNER SHALL HAVE FIRST RIGHT OF REFUSAL UPON REMOVAL OF ALL SALVAGED ITEMS. OTHERWISE, REMOVE ALL DEMOLISHED ITEMS FROM THE SITE. F. REFER TO "NEW WORK" PLANS FOR DUCTWORK CONTINUATIONS AND/OR REPLACEMENTS. G. AFTER DUCTWORK REMOVAL, PATCH HOLES THROUGH WALLS AND FLOORS TO MATCH SURROUNDING CONDITIONS. H. REMOVE EXISTING DRYWALL/MASONRY WALLS AS REQUIRED TO COMPLETE WORK. PATCH AND PAINT WALLS TO MATCH EXISTING CONDITIONS. I. THE MECHANICAL CONTRACTOR SHALL COORDINATE WITH OTHER TRADES TO RELOCATE ANY PIPE, CONDUITS, DEVICES, OR STRUCTURES THAT CONFLICT WITH PROVIDING A LARGER DUCT OPENING THROUGH ROOF. 183 T T T T T Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. (N)AC-1 (120 LBS) H-1 (973 LBS) EG-1-6"ø 75 CFM SD-4-12"ø 300 CFM 14 " x 1 4 " 10"ø 12"ø SD-4-12"ø 300 CFM12"ø 10"ø 12"ø10"ø 10 " ø 10 " ø SD-4-12"ø 275 CFM SD-4-12"ø 275 CFM SD-7-10"ø 275 CFM SD-7-10"ø 275 CFM 12 " ø 12"ø 14"ø 8"ø SD-2-8"ø 150 CFM SD-2-8"ø 150 CFM (N)EF-1 (73 LBS) EG-1-6"x6" 100 CFM EG-1-6"x6" 100 CFM 14"ø 14"ø 12" ø 6"ø RG-4-12"x12" 505 CFM RG-4-12"x12" 420 CFM RG-4-12"x12" 420 CFM 12"ø (E)16"x16" SA (E)16"x16" RA (E)16"x16" SA (E)16"x16" RA RG-3-10"x10" 235 CFM RG-4-12"x12" 430 CFM RG-4-12"x12" 430 CFM 12"ø 16"ø (E)SD-10"ø 175 CFM (E)SD-10"ø 175 CFM (E)SD-10"ø 175 CFM (E)SD-10"ø 175 CFM 14 " x 1 4 " 10"ø 10"ø (E)RG-48"x24" 1275 CFM / 1065 CFM (E)16"x16" SA (E)16"x16" RA (E)SD-10"ø 200 CFM 10 " ø SD-5-14"ø 400 CFM SD-5-14"ø 400 CFM SG-1-12"x8" 225 CFM SD-1-12"x8" 225 CFM SG-1-12"x8" 225 CFM SG-1-12"x8" 225 CFM 8"ø 12"ø 12"ø 8"ø 14"ø 6"ø 6"ø 6"ø SD-1-6"ø 75 CFM SD-1-6"ø 75 CFM SD-1-6"ø 75 CFM 16 " x 1 6 " 8" ø 6"ø (E)16"x16" SA (E)16"x16" RA RG-4-12"x12" 595 CFM / 500 CFM RG-4-12"x12" 595 CFM / 500 CFM 12 " ø SD-3-10"ø 245 CFM SD-3-10"ø 245 CFM SD-3-10"ø 230 CFM SD-3-10"ø 230 CFM SD-2-8"ø 150 CFM SD-2-8"ø 150 CFM RG-3-10"x10" 240 CFM RG-2-8"x8" 205 CFM SD-2-8"ø 130 CFM SD-2-8"ø 125 CFM 10 " ø 10 " ø (E)16"x16" SA (E)16"x16" RA RG-4-12"x12" 515 CFM RG-4-12"x12" 380 CFM 12"ø 12"ø 14 " x 1 4 " 12"ø 10 " ø 6" ø (E)RTU-1 (E)RTU-4 (E)RTU-5 (E)RTU-3 1 2 3 28"x12" 4 4 4 4 4 4 4 4 77 7 7 9 8 8 9 10 " ø (E)RTU-2 (E)RTU-3 (E)RTU-5 8 S S (E)RTU-2 S 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 6 6 10 10 1010 10 10 10 10 SD-1-6"ø 75 CFM 10 10 10 10 10 10 D 10 10 (E)12"ø (E)10"ø 12"ø 12"ø 14"ø 12"ø D 12"ø 12"ø 10"ø 8"ø 8"ø EG-5-18"x10" 560 CFM 12"ø6"ø 12 " ø 14"x14" 10"ø 10"ø 5 12"ø 16 " x 1 6 " 8"ø R D (E)SD-10"ø 150 CFM (E)SD-10"ø 150 CFM (E)SD-10"ø 150 CFM (E)SD-10"ø 200 CFM 12"ø 12"ø D D 8"ø 10 " ø 16 " x 1 6 " 14"ø 20"x16" (E)SD-10"ø 150 CFM (E)SD-10"ø 200 CFM 14"ø 4 10"ø 12"ø 14 " ø 12 " ø 10 " ø 8"ø 8"ø 8"ø12"ø 16"x16" GWH-1 (523 LBS) M CO CO M 1a1a 1a11 1a 1a1a 1a 10" ø 1a 12 13 13 1 3"ø 3"ø R 1a FSD FSD FSD FSD 4 4 4 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 20 2 5 - 0 7 - 1 1 1 2 : 2 3 : 0 5 A M M1.0 PR O P O S E D R E F L E C T E D C E I L I N G P L A N - M E C H A N I C A L 1/4" = 1'-0"1PROPOSED REFLECTED CEILING PLAN MECHANICAL GENERAL NOTES CODED NOTES 1. 14"ø EXHAUST AIR DUCT FROM INLINE EXHAUST FAN (N)EF-1 AND UP TO ROOF LEVEL. REFER SHEET M1.1 FOR CONTINUATION. 2. 20"x20" MAKE-UP AIR SUPPLY DUCT RUN FROM MAU-1 AND TRANSITION TO 20"x16" ABOVE CEILING LEVEL. REFER SHEET M1.1 FOR CONTINUATION. 3. (14"ø / 16"ø FIELD VERIFY) KITCHEN EXHAUST AIR DUCT RUN FROM KITCHEN HOOD H-1 UP TO ROOF LEVEL. REFER SHEET M1.1 FOR CONTINUATION. 4. NEW SUPPLY AIR OR RETURN AIR DUCTS SHALL CONNECT WITH EXISTING MAIN SUPPLY AIR OR RETURN AIR DUCTS AVAILABLE IN CEILING DOWN FROM EXISTING RTU'S AVAILABLE ON ROOF. CONTRACTOR TO FIELD VERIFY THE EXACT LOCATION OF EXISTING DUCT SYSTEMS PRIOR OF INSTALLTION. 5. PROVIDE WITH TITUS AG-95 NECK MOUNTED OPPOSED BLADE DAMPER INTEGRAL WITH TITUS RETURN AIR GRILLE. 6. PROVIDE WITH TITUS D-75 ROUND SLIDING BLADE NECK MOUNTED DAMPER INTEGRAL WITH TITUS SUPPLY AIR ROUND DIFFUSER. 7. PROVIDE WITH TITUS AG-15-AA ALUMINUM OPPOSED BLADE DAMPER INTEGRAL WITH TITUS SUPPLY AIR SIDE WALL GRILLE. 8. MOUNT NEW PROGRAMMABLE THERMOSTAT INTERLOCKED WITH ASSOCIATED EXISTING PACKAGED ROOFTOP EQUIPMENT AT 48" A.F.F IN THIS PROPOSED LOCATION. COORDINATE PLACEMENT WITH ALL DECOR AND EQUIPMENT, FIELD VERIFY WITH OWNER'S REPRESENTATIVE FOR THE FINAL LOCATION PRIOR TO INSTALLATION. 9. WALL MOUNTED REMOTE ZONE TEMPERATURE SENSOR SHALL BE MOUNTED AT 48" A.F.F. THE SENSING ELEMENTS SHALL BE WIRED BACK TO THE RESPECTIVE PROGRAMMABLE THERMOSTAT IN THE ADMIN OFFICE. COORDINATE PLACEMENT WITH DECOR AND EQUIPMENT, FIELD VERIFY WITH THE OWNER'S REPRESENTATIVE FOR THE FINAL LOCATION PRIOR TO INSTALLATION. 10. PROVIDE WITH TITUS D-75 NECK MOUNTED OPPOSED BLADE DAMPER INTEGRAL WITH TITUS SUPPLY AIR CEILING DIFFUSER. 11. WALL MOUNTED REMOTE CARBON DIOXIDE SENSOR SHALL BE MOUNTED 48" A.F.F. THE SENSING ELEMENTS SHALL BE WIRED BACK TO THE RESPECTIVE PROGRAMMABLE THERMOSTAT IN THE ADMIN OFFICE. COORDINATE PLACEMENT WITH DECOR AND EQUIPMENT, FIELD VERIFY WITH THE OWNER'S REPRESENTATIVE FOR THE FINAL LOCATION PRIOR TO INSTALLATION. THE CARBON DIOXIDE SENSOR SHALL ALSO BE INTERLOCKED WITH OPERATION OF FULLY MODULATING MOTORIZED DAMPER INSTALLED IN THE RETURN DROP OF ASSOCIATED ROOFTOP UNIT. 12. 10"ø ROUND OUTSIDE AIR DUCT, 300 CFM SHALL CONNECT TO RETURN AIR DUCT OF (E)RTU-3. 13. 3"ø INTAKE AIR CONNECTION AND 3"ø EXHAUST VENT CONNECTION DUCT UP TO ROOF AND TERMINATE THRU GOOSENECK. A. REFER TO SHEET M0.0 FOR GENERAL NOTES. B. ALL DUCT DIMENSIONS GIVEN ARE INSIDE DIMENSIONED. C. COORDINATE ALL OPENINGS IN FLOORS, ROOF, AND WALLS WITH THE GENERAL AND STRUCTURAL CONTRACTORS. D. RUN ALL DUCTS AS HIGH AS POSSIBLE WITH RETURN AND EXHAUST ABOVE SUPPLY AS OFTEN AS POSSIBLE. E. PROVIDE VOLUME BALANCING DAMPERS UPSTREAM OF ALL AIR INLET/OUTLETS UNLESS NOTED OTHERWISE. F. PROVIDE TURNING VANES IN ALL SUPPLY AIR SQUARE THROATED ELBOWS. G. ALL RECTANGULAR SUPPLY AIR BRANCH CONNECTIONS SHALL BE 45° TAKE-OFF FITTINGS AND ROUND SUPPLY AIR BRANCH CONNECTIONS SHALL BE BELLMOUTH FITTINGS. H. FLEXIBLE DUCTS TO DIFFUSERS MAXIMUM LENGTH 5'-0". FLEXIBLE DUCTS ARE NOT TO BE USED AS ELBOWS. I. ALL EXHAUST DUCTWORK FROM THE EXTERIOR PENETRATION TO THE BACK-DRAFT DAMPER SHALL BE EXTERNALLY INSULATED WITH 1.5" FIBERGLASS DUCT WRAP WITH FSK JACKET (R-6 MINIMUM). J. THERMOSTAT AND CONTROL WIRE IN EXPOSED AREAS SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE PAINTED (COLOR SELECTION BY ARCHITECT). 1a 1 184 KEF-1 (222 LBS) R 10' - 0" 225 CFM / 435 CFM OUTSIDE AIR 210 CFM / 400 CFM OUTSIDE AIR 255 CFM OUTSIDE AIR 305 CFM OUTSIDE AIR R 10' - 0" (N)GV-1 (37 LBS) 1 1 1 1 1 (E)RTU-2 (455 LBS) (E)RTU-5 (455 LBS) (E)RTU-3 (455 LBS) (E)RTU-4 (455 LBS) (E)RTU-1 (455 LBS) 2 3 R 10' - 0" R 10' - 0" 3 4 4 4 5 6 2400 CFM MAKE-UP AIR MAU-1 (1,617 LBS) 1a 7 8 8 1 1 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 20 2 5 - 0 7 - 1 1 1 2 : 2 2 : 1 0 A M M1.1 PR O P O S E D R O O F P L A N - M E C H A N I C A L GENERAL NOTES CODED NOTES 1. EXISTING SUPPLY AIR AND RETURN AIR DUCTS SHALL REMAIN. REFER M1.0 FOR BELOW FLOOR DUCT ROUTING AND CONTINUATION. 2. 14"ø EXHAUST AIR DUCT UP FROM (N)EF-1 AND TERMINATE TO GRAVITY RELIEF VENTILATOR (N)GV-1. 3. NEW GENERAL EXHAUST FAN AND KITCHEN EXHAUST FAN SHALL BE INSTALLED AND MAINTAIN 10'-0" OF CLEARANCE WITH ANY NEW OR EXISTING FRESH AIR INTAKE. 4. NEW ROASTER VENT FROM BELOW ROASTING ROOM COFFEE ROASTER AND TERMINATE THRU ROOF WITH STACK CAP (SHOWN HERE FOR REFERANCE ONLY). REFER COFFEE ROASTER INSTALLATION DRAWINGS PROVIDED FROM KITCHEN CONSULTANT FOR MORE INFORMATION. MAINTAIN 10'-0" OF CLEARANCE WITH ANY NEW OR EXISTING FRESH AIR INTAKE. 5. 20"x20" MAKE-UP AIR SUPPLY DUCT DOWN FROM MAU-1 TO BELOW FLOOR. REFER SHEET M1.0 FOR CONTINUATION. 6. (14"ø / 16"ø FIELD VERIFY) KITCHEN EXHAUST AIR DUCT UP FROM KITCHEN HOOD H-1 AND CONNECT TO EXHAUST FAN KEF-1. REFER SHEET M1.0 FOR CONTINUATION. 7. EXISTING INTAKE HOOD FOR (E)RTU-3 TO BE BLANKED OFF WITH INSULATED CAP AND SEALED WATER/AIR TIGHT. 8. 3"ø INTAKE AIR CONNECTION AND 3"ø EXHAUST VENT CONNECTION DUCT DOWN TO BELOW FLOOR. REFER SHEET M1.0 FOR CONTINUATION. 1/4" = 1'-0"1PROPOSED ROOF PLAN - MECHANICAL A. REFER TO SHEET M0.0 FOR GENERAL NOTES. B. ALL DUCT DIMENSIONS GIVEN ARE INSIDE DIMENSIONED. C. COORDINATE ALL OPENINGS IN FLOORS, ROOF, AND WALLS WITH THE GENERAL AND STRUCTURAL CONTRACTORS. D. RUN ALL DUCTS AS HIGH AS POSSIBLE WITH RETURN AND EXHAUST ABOVE SUPPLY AS OFTEN AS POSSIBLE. E. PROVIDE VOLUME BALANCING DAMPERS UPSTREAM OF ALL AIR INLET/OUTLETS UNLESS NOTED OTHERWISE. F. PROVIDE TURNING VANES IN ALL SUPPLY AIR SQUARE THROATED ELBOWS. G. ALL RECTANGULAR SUPPLY AIR BRANCH CONNECTIONS SHALL BE 45° TAKE-OFF FITTINGS AND ROUND SUPPLY AIR BRANCH CONNECTIONS SHALL BE BELLMOUTH FITTINGS. H. FLEXIBLE DUCTS TO DIFFUSERS MAXIMUM LENGTH 5'-0". FLEXIBLE DUCTS ARE NOT TO BE USED AS ELBOWS. I. ALL EXHAUST DUCTWORK FROM THE EXTERIOR PENETRATION TO THE BACK-DRAFT DAMPER SHALL BE EXTERNALLY INSULATED WITH 1.5" FIBERGLASS DUCT WRAP WITH FSK JACKET (R-6 MINIMUM). J. THERMOSTAT AND CONTROL WIRE IN EXPOSED AREAS SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE PAINTED (COLOR SELECTION BY ARCHITECT). K. EXISTING ROOFTOP UNITS TO REMAIN. AT THE START OF THE PROJECT, PROVIDE EQUIPMENT CLEANING AND SERVICE TO VERIFY GOOD OPERATING CONDITION. PROVIDE NEW AIR FILTERS AT START OF PROJECT AND END. VERIFY DUCT MOUNTED SMOKE DETECTORS IN PLACE AND OPERABLE, OTHERWISE, PROVIDE NEW ONES. 1a 1 1a 185 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 0 2 P M M3.1 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 186 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 0 7 P M M3.2 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 187 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 1 3 P M M3.3 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 188 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 1 8 P M M3.4 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 189 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 2 4 P M M3.5 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 190 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 3 0 P M M3.6 HO O D D E T A I L S A N D S C H E D U L E S - M E C H A N I C A L 191 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B LU E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t wi t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 3 6 P M M5.0 DE T A I L S - M E C H A N I C A L 1 192 VENTILATION SCHEDULE ROOM NAME SPACE TYPE SPACE AREA (SF) OCCUPANT DENSITY 2022 CALIFORNIA MECHANICAL CODE 2022 CALIFORNIA ENERGY CODE MAX. DESIGN OUTSIDE AIR FLOW OUTSIDE AIR FLOW PROVIDED (CFM) SUPPLY AIR FLOW (CFM)RATIO OF OA/SA (%)PEOPLE OA RATE (CFM/PERSON) AREA OA RATE (CFM * SQ.FT.) BREATHING ZONE OUTSIDE AIR (CFM) PEOPLE RATE AREA RATE (STANDARD) (E)RTU-1 KITCHEN KITCHEN (COOKING)287 4 7.5 0.12 64.44 15 60 0.15 43.05 64.44 95 600 16% PRODUCTION / SHIPPING & RECEIVING SHIPPING & RECEIVING 1059 2 10 0.12 147.08 15 30 0.15 158.85 158.85 160 1000 16% TOTALS OF (E)RTU-1 1346 6 211.52 15 90 0.15 201.9 223.29 255 1600 16% (E)RTU-2 RETAIL SEATING CAFETERIA / FAST FOOD DINING 866 29 7.5 0.18 373.38 15 435 0.15 129.9 435 435 1500 29% TOTALS OF (E)RTU-2 866 29 373.38 15 435 0.15 129.9 435 435 1500 29% (E)RTU-3 ADMIN OFFICE OFFICE SPACE 175 2 5 0.06 20.5 15 30 0.15 26.25 30 50 255 20% COFFEE BAR BAR COCKTAIL LOUNGE 720 8 7.5 0.18 189.6 15 120 0.15 108 189.6 190 950 20% TRAINING/ QC LAB KITCHENETTE 230 4 7.5 0.12 57.6 15 60 0.15 34.5 60 60 300 20% TOTALS OF (E)RTU-3 1125 14 267.7 15 210 0.15 168.75 279.6 300 1505 20% (E)RTU-4 PANTRY KITCHEN (COOKING)270 4 7.5 0.12 62.4 15 60 0.15 40.5 62.4 65 300 22% ROASTING ROOM KITCHEN (COOKING)798 15 7.5 0.12 208.26 15 225 0.15 119.7 225 240 1100 22% TOTALS OF (E)RTU-4 1068 19 270.66 15 285 0.15 160.2 287.4 305 1400 22% (E)RTU-5 RETAIL ENTRY CAFETERIA / FAST FOOD DINING 523 25 7.5 0.18 281.64 15 375 0.5 261.5 375 375 1100 34% HALL CORRIDOR 78 0 0 0.06 4.68 15 0 0.15 11.7 11.7 25 75 33% MECH TELEPHONE CLOSET 64 0 0 0 0 0 0 0 0 0 0 75 0% TOILET 1 RESTROOM 52 1 0 0 0 0 0 0 0 0 0 75 0% TOILET 2 RESTROOM 52 1 0 0 0 0 0 0 0 0 0 75 0% TOTALS OF (E)RTU-5 769 27 286.32 15 375 0.15 273.2 386.7 400 1400 29% TOTAL AIR PROVIDED (CFM)1611.99 1695 7405 23% EXHAUST FAN SCHEDULE TAG TYPE PERFORMANCE DATA MOTOR DATA ELECTRICAL DATA DIMENSION DATA WEIGHT (LBS)MAKE MODEL NOTESAIR VOLUME (CFM) TOTAL SP (IN WG.)FAN RPM OPERATING POWER (HP)ENCLOSURE SIZE (HP)MOTOR RPM V/PH/HZ MCA MOCP FLA (AMPS)HEIGHT (INCH) WIDTH (INCH) LENGTH (INCH) (N)EF-1 DIRECT DRIVE CENTRIFUGAL INLINE FAN 835 1.25 1,752 0.38 ODP 3/4 1,950 115/1/60 13 25 10.5 21 21 23 73 GREENHECK SQ-130HP-VG ALL NOTES 1. FURNISH WITH VARI-GREEN EC MOTOR WITH DRIVE (0-10VDC SIGNAL) FACTORY MOUNTED, WIRED, AND PROGRAMMED ON EXTERIOR OF FAN HOUSING. 2. FURNISH WITH JUNCTION BOX MOUNTED AND WIRED, NEMA-1 TOGGLE SWITCH SHIPPED SEPRATE. 3. FURNISH WITH INLINE DAMPER BD-330-PB-18x18, GRAVITY OPERATED, NOT COATED. 4. CONTRACTOR TO COORDINATE INTERLOCK CONTROLS WITH BUILDING OCCUPANCY SCHEDULE. COORDINATION CONTRACTORS SHALL PROVIDE COORDINATION DRAWINGS PRIOR TO DISTRIBUTION OF SUBMITTALS AND ORDERING EQUIPMENT. COORDINATION DRAWINGS SHALL SHOW CLEAR INDICATED OF COORDINATION WITH OTHER TRADES, INCLUDING STRUCTURAL, CEILINGS, AND FIRE PROTECTION. ANY CONFLICTS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER / ARCHITECT /ENGINEER PRIOR TO ROUGH-IN OR ORDERING OF EQUIPMENT. MAINTAIN MANUFACTURER RECOMMENCED CLEARANCES AND ACCESS TO ALL REMOVABLE PANELS AND DOORS. ALL FILTERS SHALL BE FULL SIZE AND STANDARD SIZE AND ACCESS SHALL ALLOW FOR EASY REPLACEMENT OF FILTERS. DUCT INSULATION TABLE DUCT SERVICES MINIMUM INSULATION THICKNESS (IN) DENSITTY (LB/CU.FT.) "R" VALUE (HR.SQ.FT. ° F/BTU) INDOOR CONCEALED SUPPLY AIR AND RETURN AIR 1.5 1.5 4.2 INDOOR CONCEALED EXHAUST DUCT BETWEEN FLEXIBLE CONNECTION AND PENETRATION OF BUILDING EXTERIOR 1.5 1.5 4.2 OUTDOOR EXPOSED DUCTING WILL REQUIRE FIELD APPLIED ALUMINUM JACKET. SEE SPECIFICATIONS FOR MORE INFORMATION. MAY USE MINERAL FIBER BOARD/ FLEXIBLE ELASTOMERIC GENERAL EQUIPMENT NOTES ALL EQUIPMENT REQUIRING VFD'S OR STARTERS SHALL BE PROVIDED WITH THE EQUIPMENT. VFD'S SHALL BE EQUIPPED WITH INTEGRAL DISCONNECTS. ANY OUTDOOR VFD'S SHALL BE PROVIDE WITH NEMA 3R ENCLOSURE, COORDINATE WITH EC TO PROVIDE POWER FOR THE ENCLOSURE (IF NEEDED). UNLESS NOTED OTHERWISE, EQUIPMENT SHALL COME WITH INTEGRAL DISCONNECTS AND SINGLE POINT ELECTRICAL CONNECTIONS. COORDINATE ANY CHANGES OF EQUIPMENT LOCATIONS, SELECTIONS AND RFI'S WITH THE ELECTRICAL AND PLUMBING CONTRACTORS AND OTHER TRADES AIR CURTAIN SCHEDULE TAG AIR FLOW VOLUME (CFM) AVG. VELOCITY (FPM)UNIFORMITY (%) POWER RATINGS (WATTS) MOTOR HP NOZZLE LENGTH (IN) ELECTRICAL DATA DIMENSION DATA WEIGHT (LBS)MAKE MODEL NOTES V/PH/HZ FLA (AMPS)HEIGHT (INCH) WIDTH (INCH) LENGTH (INCH) (N)AC-1 2,758 2,206 84 1000 (2) 1/2 72 115/1/60 10.2 11 13 72 120 MARS N272-2UA-OB ALL NOTES 1. PROVIDE WITH (2) 1/2 HP CONTINUOUS DUTY TEAO MOTORS (NEMA 1). 2. PROVIDE WITH TOP AND WALL MOUNTING HOLES. 3. PROVIDE WITH ADJUSTABLE AIR DIRECTIONAL VANES WITH 40° SWEEP FRONT TO BACK, COORDINATE COLOR SELECTION WITH ARCHITECT. GRAVITY RELIEF VENTILATOR SCHEDULE TAG APPLICATION AIR VOLUME (CFM) STATIC PRESSURE (IN. WG) THROAT AREA (SQFT) THROAT VELOCITY (SQFT) FREE AREA (%) FREE AREA VELOCITY (FT/MIN) DIMENSION DATA TOTAL WEIGHT (LBS) MAKE MODEL NOTESHEIGHT (INCH) DEPTH (INCH) WIDTH (INCH) (N)GV-1 EXHAUST 835 0.064 1.12 746 36.2 481 11.75 29 29 37 GREENHECK GRSR-15 ALL NOTES 1. PROVIDE WITH 14" H x 22" W x 22" L CURB FROM GREENHECK MODEL #GPI-22-A14. 2. PROVIDE WITH ALUMINUM BIRD SCREEN AND INSECT SCREEN. AIR BALANCE SCHEDULE UNIT SUPPLY AIR FLOW (CFM) RETURN AIR FLOW (CFM) OUTDOOR AIR FLOW (CFM) EXHAUST AIR FLOW (CFM) PRESSURE ZONE 1 (E)RTU-1 +1600 -1345 +255 -+255 MAU-1 -- +2100 -+2100 KEF-1 --- -2500 -2500 SUBTOTAL +1600 -1345 +2355 -2500 -145 ZONE 2 (E)RTU-2 +1500 -1065 +435 -+435 SUBTOTAL +1500 -1065 +435 -+435 ZONE 3 (E)RTU-3 +1505 -1205 +300 -+300 (N)EF-1 ----75 -75 SUBTOTAL +1505 -1205 +300 -75 +225 ZONE 4 (E)RTU-4 +1400 -1095 +305 -+305 (N)EF-1 ----560 -560 SUBTOTAL +1400 -1095 +305 -560 -255 ZONE 5 (E)RTU-5 +1400 -1000 +400 -+400 (N)EF-1 ----200 -200 SUBTOTAL +1400 -1000 +400 -200 +200 TOTAL +7405 -5710 +3795 -3335 +460 NOTES: INTAKE EXCEEDS EXHAUST FOR BUILDING PRESSURIZATION. LOCAL BALANCE IN THE KITCHEN IS -305 CFM. KITCHEN HOOD REQUIRES AIR BALANCE REPORT FOR FINAL INSPECTION. AIR DISTRIBUTION SCHEDULE MARK SERVICE MAKE MODEL OVERALL SIZE NECK SIZE MAX CFM MAX NC MOUNTING TYPE BLOW PATTERN THROW NOTES SD-1 SUPPLY TITUS PCS-AA 24"x24" / 12"x12"6"ø 98 13 DROP FACE 4-WAY 2-4-8 ALL SD-2 SUPPLY TITUS PCS-AA 24"x24" / 12"x12"8"ø 175 15 DROP FACE 4-WAY 2-5-10 ALL SD-3 SUPPLY TITUS PCS-AA 24"x24" / 16"x16"10"ø 273 20 DROP FACE 4-WAY 2-5-14 ALL SD-4 SUPPLY TITUS PCS-AA 24"x24"12"ø 393 21 DROP FACE 4-WAY 3-6-16 ALL SD-5 SUPPLY TITUS PCS-AA 24"x24"14"ø 535 22 DROP FACE 4-WAY 3-7-19 ALL SD-6 SUPPLY TITUS PCS-AA 24"x24"16"ø 698 23 DROP FACE 4-WAY 3-8-22 ALL SD-7 SUPPLY TITUS TMRA 18"ø 10"ø 327 22 DUCT MOUNT N/A 4-6-11 1,4 SD-8 SUPPLY TITUS TMRA 22"ø 12"ø 470 23 DROP FACE N/A 4-7-13 1,4 SG-1 SUPPLY TITUS 300FL 14"x10"12"x8" 285 15 SIDE WALL N/A 14-22-31 1,4 RG-1 RETURN TITUS PAR 24"x24" / 12"x12" 6"x6"100 N/A DROP FACE N/A N/A ALL RG-2 RETURN TITUS PAR 24"x24"8"x8" 222 14 DROP FACE N/A N/A ALL RG-3 RETURN TITUS PAR 24"x24"10"x10" 347 17 DROP FACE N/A N/A ALL RG-4 RETURN TITUS PAR 24"x24"12"x12" 600 24 DROP FACE N/A N/A ALL RG-5 RETURN TITUS PAR 24"x24"15"x15" 938 26 DROP FACE N/A N/A ALL RG-6 RETURN TITUS PAR 24"x24"18"x18" 1125 24 DROP FACE N/A N/A ALL EG-1 EXHAUST TITUS PAR 24"x24" / 12"x12" 6"x6"100 N/A DROP FACE N/A N/A ALL EG-2 EXHAUST TITUS PAR 24"x24"8"x8" 222 14 DROP FACE N/A N/A ALL EG-3 EXHAUST TITUS PAR 24"x24"10"x10" 347 17 DROP FACE N/A N/A ALL EG-4 EXHAUST TITUS PAR 24"x24"12"x12" 600 24 DROP FACE N/A N/A ALL EG-5 EXHAUST TITUS 350RL 20"x12" 18"x10"666 20 SIDE WALL N/A N/A 1 NOTES 1. PROVIDE WITH VANES ADJUSTED FOR VERTICAL AIR PATTERN. 2. PROVIDE WITH 1/2"x1/2"x1/2" ALUMINUM CORE. 3. PROVIDE WITH 24"x24" FACE PLATE WITH ASSOCIATED 12"x12" DIFFUSER / GRILLE WHEN APPLICABLE. 4. PROVIDE MANUFACTURED INSULATED PAN ASSEMBLY FOR ALL SUPPLY AND VENTILATION AIR DIFFUSERS. 5. PROVIDE GYP. BOARD INSTALLATION KIT FOR AIR DEVICES INSTALLED IN DRYWALL CEILING. ABBREVIATIONS: SD = SUPPLY AIR DIFFUSER, RG = RETURN AIR GRILLE, EG = EXHAUST AIR GRILLE, SG = SUPPLY AIR GRILLE A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 20 2 5 - 0 7 - 1 1 1 2 : 3 5 : 5 1 A M M6.0 SC H E D U L E S - M E C H A N I C A L 1a 1a 193 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 4 2 P M M8.0 SP E C I F I C A T I O N S - M E C H A N I C A L 194 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 4 9 P M M9.0 TI T L E 2 4 - M E C H A N I C A L 195 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 20 2 5 - 0 7 - 1 0 1 1 : 3 1 : 5 5 P M M9.1 TI T L E 2 4 - M E C H A N I C A L 196 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 4 A M E0.0 GE N E R A L I N F O R M A T I O N - EL E C T R I C A L 1a 197 NO PA R K I N G CL E A N A I R VE H I C L E FROM UTILITY TRANSFORMER A K2 K1 B 1 MS B Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry RetailEntry SeatingRetail Coffee Bar QC LabTraining/ Shipping & RecievingProduction/ Roasting Room Hall Pantry Admin. Mech. A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 As indicated 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 4 A M ES1.0 PR O P O S E D S I T E P L A N - EL E C T R I C A L 1/8" = 1'-0"1PROPOSED SITE PLAN - ELECTRICAL GENERAL NOTES A. REFER TO SHEET E0.0 FOR GENERAL NOTES. CODED NOTES 1. COORDINATE TRANSFORMER SECONDARY FEEDERS/CONDUIT WITH DRY UTILITY DRAWINGS/CONSULTANT. 4 198 Display / Sales Area Hallway Toilet Utility Dressing Rm. Staging Area Adjacent Property (D) PANEL B (D) PANEL A (D) SERVICE PANEL (D) METERS 2 1 1 1 1 1 1 3 3 4 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 5 A M ED1.0 DE M O L I T I O N - FI R S T F L O O R P L A N - EL E C T R I C A L 1/4" = 1'-0"ADEMOLITION - FIRST FLOOR PLAN - POWER GENERAL NOTES CODED NOTES 1. DISCONNECT AND REMOVE INCLUDING BUT NOT LIMITED TO EXISTING RECEPTACLES, JUNCTION BOXES, DISCONNECT SWITCHES, ELECTRICAL EQUIPMENT, ELECTRICAL DEVICES, CONNECTIONS, WIRING, CONDUITS, ACCESSORIES IN THE ROOM. UNLESS NOTED OTHERWISE. 2. EXISTING RECESSED PANEL ‘A’TO BE DEMOLISHED AND TO BE REPLACED WITH A NEW SURFACE MOUNT PANEL REFER TO NEW WORK PLAN E1.0 FOR NEW LOCATION. ALL THE EXISTING BRANCH WIRES AND CONDUITS TO REMAIN AND TO BE EXTENDED UP TO NEW LOCATION. DISCONNECT AND REMOVE EXISTING FEEDER FROM THE EXISTING SERVICE PANEL AND TO BE RE-FED FROM NEW SERVICE PANEL. REFER TO SHEETS E1.0 AND E6.0 FOR ADDITIONAL INFORMATION. 3. DISCONNECT AND REMOVE EXISTING SERVICE PANEL AND METERS. ALL ASSOCIATED FEEDERS, CONNECTIONS, CONDUITS TO BE DEMOLISHED. COORDINATE DEMOLITION WORK WITH UTILITY COMPANY AND ADHERE TO UTILITY STANDARDS AND REQUIREMENTS. 4. DISCONNECT AND REMOVE INCLUDING BUT NOT LIMITED TO ELECTRICAL PANEL, WIRES, CONDUITS, CONNECTIONS, ACCESSORIES. A. REFER SHEET E-0.0 FOR GENERAL NOTES. B. EXISTING LAYOUT IS BASED ON AS-BUILT DOCUMENTS AND SITE SURVEY DATA AVAILABLE. EC SHALL FIELD VERIFY EXISTING CONDITION FOR ANY DEVIATION. ANY OTHER ELECTRICAL EQUIPMENT, DEVICE, LIGHT FIXTURE NOT SHOWN ON LAYOUT SHALL BE COORDINATED WITH OWNER PRIOR TO WORK. C. EXISTING CONDUIT RUNS ARE NOT SHOWN, A FULL ATTEMPT HAS BEEN MADE TO SHOW CERTAIN EXISTING CONDITIONS, TAKEN FROM EXISTING RECORD DRAWINGS OR FIELD VERIFIED, ON THIS PROJECT. THE DRAWINGS SHOWING LOCATION OF EXISTING EQUIPMENT, OUTLETS, FIXTURES, QUANTITY, ETC., IN EXISTING AREAS ARE APPROXIMATE ONLY. FIELD VERIFY QUANTITIES, DEVICES, AND DEVICE LOCATIONS. D. EXISTING ELECTRICAL WIRING THAT WILL NOT BE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION, AS REQUIRED OR DIRECTED. WHERE REQUIRED, SHOWN AND/OR DIRECTED, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. EXTEND CONDUITS AND PULL NEW WIRING, OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING, OR REPLACE OLD WIRING WITH NEW WIRE(S) WHERE NECESSARY. E. PRESERVE CIRCUITING, SWITCHING AND CONTROL WIRING FOR EXISTING FIXTURES TO REMAIN. FIELD VERIFY AND MAKE SAFE EXISTING CIRCUITING AND CONTROL WIRING FOR CONNECTION OF NEW AND RELOCATED LIGHTING FIXTURES IN THE AREA. F. EXISTING CONDUIT TO BE ABANDONED SHALL BE REMOVED IF EXPOSED, IN A CRAWL SPACE, OR IN AN ACCESSIBLE CEILING. CUT, CAP, AND PLUG EXISTING CONDUIT INACCESSIBLE AREAS OR WHERE IT IS NOT POSSIBLE TO BE REMOVED. REMOVE EXISTING ELECTRICAL DEVICES, EQUIPMENT, BRANCH CIRCUITS, AND FEEDERS IN THEIR ENTIRETY BACK TO THEIR POINT OF ORIGIN UNLESS OTHERWISE INDICATED. TURN OFF AND LABEL CIRCUIT BREAKERS AS SPARES FOR NEW WORK. G. PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING, OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS REPAIR ALL SURFACES, ETC.; AS REQUIRED. PROTECT EXISTING-TO-REMAIN FLOORS, WALLS, AND PANELS. H. ALL SALVAGED EXISTING ELECTRICAL EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. THE ELECTRICAL EQUIPMENT INCLUDES THE FOLLOWING: LIGHTING FIXTURES, DISCONNECT SWITCHES, SWITCHES, AND COPPER CONDUCTORS. ANY ELECTRICAL DEVICES THAT ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE TURNED OVER TO THE OWNER. I. RECYCLE OR DISPOSE MATERIALS OFF-SITE AND INCLUDE ALL COSTS IN BID. HANDLE ALL MATERIALS IN ACCORDANCE WITH LEED REQUIREMENTS, ALL FEDERAL, STATE, AND LOCAL REGULATIONS. J. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, OR OTHER ELECTRICAL DEVICES BEING OMITTED SHALL BE REMOVED. IF IT IS NOT POSSIBLE TO REMOVE THE DEVICE, PROVIDE BLANK COVER PLATES TO THE OUTLET BOX AND REMOVE THE WIRING, WHERE EXISTING WALLS REMAIN INTACT. K. PROVIDE CODE-COMPLIANT SUPPORT TO EXISTING-TO-REMAIN UNSUPPORTED CONDUITS AND BOXES WHERE CEILINGS ARE TO BE REMOVED. RE-ROUTE BRANCH CIRCUITS AND RELOCATE JUNCTION BOXES AS REQUIRED TO FACILITATE INSTALLATION OF NEW EQUIPMENT AND SYSTEM. 4 4 199 D D OS OS OS OS D D OS OS D D D (D)(D)(D)(D) (D)(D)(D) (D) (D) (D) (D)(D) (D) (D) (D) (D) (D) (D)(D) (D)(D) (D) (D)(D) (D) (D) (D)(D) (D)(D) (D)(D) (D) (R)(R)(R)(R)(R)(R)(R) (R)(R)(R)(R)(R)(R)(R) (R)(R)(R)(R)(R)(D)(D) (D)(D)(D)(D) (D) (D)(D)(D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D) (D)(D)(D) (D) (D) (D) (D) (D) (R)(R) (R)(R) (R)(R) (D) (D) (D) (D)(D) (D) (D)(D) (D)(D) (D) (D) (D) Entry (E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E) (E) (E) (E) (D) 1 1 1 1 2 1 1 1 (D) A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 6 A M ED2.0 DE M O L I T I O N - RE F L E C T E D C E I L I N G P L A N - LI G H T I N G 1/4" = 1'-0"1DEMOLITION - REFLECTED CEILING PLAN - LIGHTING GENERAL NOTES CODED NOTES 1. DISCONNECT AND REMOVE, INCLUDING BUT NOT LIMITED TO LIGHTING FIXTURES, LIGHTING CONTROLS, ACCESSORIES, CONNECTIONS, CONDUITS, WIRING ASSOCIATED WITH EXISTING LIGHTING FIXTURES LABELLED WITH (D) BACK TO SOURCE PANEL. 2. DISCONNECT, REMOVE AND RELOCATE EXISTING LIGHT FIXTURE LABELLED WITH (R). DISCONNECT AND REMOVE ASSOCIATED ACCESSORIES, CONNECTIONS, WIRES, CONDUITS BACK TO SOURCE PANEL. REFER TO NEW WORK ON E2.0 FOR THE NEW LOCATIONS, AFTER REMOVAL, STORE AND PROTECT FIXTURES FOR RE-USE. A. REFER SHEET E-0.0 FOR GENERAL NOTES. B. EXISTING LAYOUT IS BASED ON AS-BUILT DOCUMENTS AND SITE SURVEY DATA AVAILABLE. EC SHALL FIELD VERIFY EXISTING CONDITION FOR ANY DEVIATION. ANY OTHER ELECTRICAL EQUIPMENT, DEVICE, LIGHT FIXTURE NOT SHOWN ON LAYOUT SHALL BE COORDINATED WITH OWNER PRIOR TO WORK. C. EXISTING CONDUIT RUNS ARE NOT SHOWN, A FULL ATTEMPT HAS BEEN MADE TO SHOW CERTAIN EXISTING CONDITIONS, TAKEN FROM EXISTING RECORD DRAWINGS OR FIELD VERIFIED, ON THIS PROJECT. THE DRAWINGS SHOWING LOCATION OF EXISTING EQUIPMENT, OUTLETS, FIXTURES, QUANTITY, ETC., IN EXISTING AREAS ARE APPROXIMATE ONLY. FIELD VERIFY QUANTITIES, DEVICES, AND DEVICE LOCATIONS. D. EXISTING ELECTRICAL WIRING THAT WILL NOT BE OBSOLETE AND WHICH WILL BE DISTURBED DUE TO CONSTRUCTION CHANGES REQUIRED BY THIS CONTRACT SHALL BE RESTORED TO OPERATING CONDITION, AS REQUIRED OR DIRECTED. WHERE REQUIRED, SHOWN AND/OR DIRECTED, OUTLETS AND CONDUIT RUNS SHALL BE RELOCATED. EXTEND CONDUITS AND PULL NEW WIRING, OR INSTALL JUNCTION BOXES AND SPLICE IN NEW WIRING, OR REPLACE OLD WIRING WITH NEW WIRE(S) WHERE NECESSARY. E. PRESERVE CIRCUITING, SWITCHING AND CONTROL WIRING FOR EXISTING FIXTURES TO REMAIN. FIELD VERIFY AND MAKE SAFE EXISTING CIRCUITING AND CONTROL WIRING FOR CONNECTION OF NEW AND RELOCATED LIGHTING FIXTURES IN THE AREA. F. EXISTING CONDUIT TO BE ABANDONED SHALL BE REMOVED IF EXPOSED, IN A CRAWL SPACE, OR IN AN ACCESSIBLE CEILING. CUT, CAP, AND PLUG EXISTING CONDUIT INACCESSIBLE AREAS OR WHERE IT IS NOT POSSIBLE TO BE REMOVED. REMOVE EXISTING ELECTRICAL DEVICES, EQUIPMENT, BRANCH CIRCUITS, AND FEEDERS IN THEIR ENTIRETY BACK TO THEIR POINT OF ORIGIN UNLESS OTHERWISE INDICATED. TURN OFF AND LABEL CIRCUIT BREAKERS AS SPARES FOR NEW WORK. G. PROPER RESTORATION OF ALL EXISTING SURFACES REQUIRING PATCHING, PLASTERING, PAINTING, OR OTHER REPAIR DUE TO THE INSTALLATION OF ELECTRICAL WORK UNDER THE TERMS OF THIS SPECIFICATION. CLOSE ALL OPENINGS REPAIR ALL SURFACES, ETC.; AS REQUIRED. PROTECT EXISTING-TO-REMAIN FLOORS, WALLS, AND PANELS. H. ALL SALVAGED EXISTING ELECTRICAL EQUIPMENT SHALL BE TURNED OVER TO THE OWNER. THE ELECTRICAL EQUIPMENT INCLUDES THE FOLLOWING: LIGHTING FIXTURES, DISCONNECT SWITCHES, SWITCHES, AND COPPER CONDUCTORS. ANY ELECTRICAL DEVICES THAT ARE MOVED AND WHICH ARE NOT REPLACED OR REUSED SHALL BE TURNED OVER TO THE OWNER. I. RECYCLE OR DISPOSE MATERIALS OFF-SITE AND INCLUDE ALL COSTS IN BID. HANDLE ALL MATERIALS IN ACCORDANCE WITH LEED REQUIREMENTS, ALL FEDERAL, STATE, AND LOCAL REGULATIONS. J. OUTLETS FROM WHICH FIXTURES, SWITCHES, RECEPTACLES, OR OTHER ELECTRICAL DEVICES BEING OMITTED SHALL BE REMOVED. IF IT IS NOT POSSIBLE TO REMOVE THE DEVICE, PROVIDE BLANK COVER PLATES TO THE OUTLET BOX AND REMOVE THE WIRING, WHERE EXISTING WALLS REMAIN INTACT. K. PROVIDE CODE-COMPLIANT SUPPORT TO EXISTING-TO-REMAIN UNSUPPORTED CONDUITS AND BOXES WHERE CEILINGS ARE TO BE REMOVED. RE-ROUTE BRANCH CIRCUITS AND RELOCATE JUNCTION BOXES AS REQUIRED TO FACILITATE INSTALLATION OF NEW EQUIPMENT AND SYSTEM. L. UNLESS NOTED OTHERWISE, ALL EXISTING LIGHTING FIXTURES LABELLED AS (E) SHALL REMAIN IN PLACE. CONTRACTOR SHALL MAKE SURE THAT ANY NEW WORK SHALL NOT AFFECT THE EXISTING OPERATION OF EXISTING LIGHT FIXTURES. 200 J J Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. +26" 118 +16"135 +26" 134 +16"132 +26" 120 +18" 127 +18" 128 +18" +18" 124 +18"+26" 120 +26" 118 +46"+46" 113 +46" 111 +16" 110 107 +16" 106 +16" +46"+46" 104 +46" +32" +42" 142+42" 141 139 +16" +42" 140 +16" 143145 146 +32" 153 +66" 147 +16" 152 +16"+48" +42"163 +42"162 +16" 164 +16" 165 +16"166 +16" 158 +16" 192 +16" 193 +48" +48" +48" +48" 169 +48" +16" +16" 197 +42" +42" +42" +42" +16" 204 +26" 208 +26" 210 212 +42" +42" 213 +42"211 +16" +16" 187 +16" 184 +16"178 175 +16" 214 +42" +42" K1K2A +48" 169 K1-14 K1-16 K1-15,17 K1-18 K1-19 K1-20,22 K1-21,23 K1-25,27 K1-26 K1-28 K1-30,32 K1-31 K1-33 K1-34 K1-35 K1-36,38 K2-2 K1-37 K1-40 K1-39 K1-42K1-41K1-44 K1-43 K2-1,3 K2-4 K2-5 B-31 B-22 K1-46 K1-45 K1-48 K1-47 K1-12 K1-50,52 B-19 B-21 B-24 K1-10 K1-9,11 K1-8 K1-4,6 K1-3,5 K1-2 B-13 B-10 B-14,16 B-15 B-17 B-25 B-8 B -9 B -11 B -6 B -5 216 B K1-13 182 B-27,29 195 B-26,28 K1 -1 K1 -24 K1 -29 (N ) A C -1 B -34 B -36 MS B K2 -8(N)EF-1 +46" 103 K1-49 +40" 155 K2-6 1 1 1 2 HOOD CONTROL PANEL 30A-2P 3 30A-1P 30A-1P 216 K1-54 +42"+42" +16" +6" 120.1 120.1 210.1 186.3 186.2 186.1 194 +16"135 K1-51,53 4 GB 5 B -7 B -39 B -44 GWH-1 RCP-1 B -41 B -43 UNDER COUNTER UNDER BENCH B -12 B -46 6 8 K1 -7 B -23 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 8 A M E1.0 PR O P O S E D F I R S T F L O O R P L A N - PO W E R 1/4" = 1'-0"1PROPOSED FIRST FLOOR PLAN - POWER GENERAL NOTES CODED NOTES 1. COORDINATE NEMA RATING WITH KITCHEN CONSULTANT DRAWINGS PRIOR TO ROUGH-IN. 2. PROVIDE ALL CONTROL WIRING, CONDUIT, ACCESSORIES PER HOOD SYSTEM DRAWINGS. COORDINATE LOCATION AND INSTALLATION WITH HOOD/KITCHEN CONSULTANT. 3. COORDINATE LOCATION, MOUNTING WITH KITCHEN CONSULTANT DRAWINGS PRIOR TO ROUGH-IN. 4. EXISTING "PANEL A" RELOCATED TO NEW LOCATION. RE-FEED "PANEL A' FROM NEW SERVICE PANEL "MSB". INTERCEPT ALL EXISTING BRANCH CIRCUITS FED FROM "PANEL A" AND EXTEND UP TO NEW LOCATION. MAKE NECESSARY MODIFICATIONS TO HAVE ALL EXISTING BRANCH CIRCUITS OPERATIONAL. 5. PROVIDE A SEPARATE GROUND BUS. FOR MORE INFORMATION SEE DETAIL#8 ON SHEET E5.0. 6. ANY ELECTRICAL OUTLETS INSTALLED BACK TO BACK ON THE FIRE RATED WALL SHALL HAVE MINIMUM 24" HORIZONTAL SEPERATION. 7. EXISTING RECESSED PANEL 'A' TO BE REPLACED WITH A NEW SURFACE MOUNT PANEL. ALL THE EXISTING BRANCH WIRES, CONDUITS ASSOCIATED WITH EXISTING PANEL 'A' TO BE EXTENDED UP TO NEW THE LOCATION AS SHOWN. NEW PANEL TO BE RE-FED FROM NEW SERVICE PANEL. REFER TO E6.0 FOR ADDITIONAL INFORMATION. 8. NO ELECTRICAL CONNECTION TYPE INFORMATION (PLUG OR DIRECT) AVAILABLE FOR THE EQUIPMENT. COORDINATE PLUG TYPE/RATING WITH KITCHEN CONSULTANT/OWNER PRIOR TO ROUGH-IN. A. REFER TO SHEET E0.0 FOR GENERAL NOTES. B. COORDINATE ELEVATION OF KITCHEN RECEPTACLES, JUNCTION BOXES WITH KITCHEN CONSULTANT DRAWINGS PRIOR TO ROUGH IN. C. ALL RECEPTACLES IN KITCHEN/PREP AREAS SHALL BE GFCI PER CEC 210.8.B.2. PROVIDE GFCI CIRCUIT BREAKER IN LIEU OF GFCI RECEPTACLE WHERE THE RECEPTACLE IN NOT READILY ACCESSIBLE TO COMPLY WITH CODE. D. ALL DEVICES SHALL BE RECESSED IN WALL OR FLOOR MOUNTED, NO POWER POLES ARE ALLOWED. E. REFER TO KITCHEN EQUIPMENT SCHEDULE ON SHEET E6.0 FOR ADDITIONAL INFORMATION. F. COORDINATE WITH KITCHEN CONSULTANT DRAWINGS FOR REQUIREMENT OF HARDWIRE (DIRECT) CONNECTION OR RECEPTACLE CONNECTION (THAT CORRESPONDS WITH EQUIPMENT PLUG) FOR THE KITCHEN EQUIPMENT. KITCHEN EQUIP CIRCUIT LEGEND ###XX -YY XX:PANEL NAME YY:CIRCUIT NUMBER ###:KITCHEN EQUIPMENT ID 4 4 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 1a 201 KEF-1 B -18,20 WP WP WP B -30,32 (E)RTU-1(E)RTU-4 (E)RTU-2 (E)RTU-5 (E)RTU-3 100A-2P 1 B -33 MAU-1 2 2 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 1 : 5 9 A M E1.1 PR O P O S E D R O O F P L A N - EL E C T R I C A L GENERAL NOTES CODED NOTES A. REFER TO SHEET E0.0 FOR GENERAL NOTES. B. COORDINATE WITH MEACHANICAL AND KITCHEN CONSULTANT DRAWINGS PRIOR TO WORK. 1/4" = 1'-0"1PROPOSED ROOF PLAN - ELECTRICAL 1. FACTORY INSTALLED DISCONNCECT SWITCH SHALL BE PROVIDED WITH KITCHEN EXHAUST FAN. COORDINATE WITH KITCHEN CONSULTANT PRIOR TO WORK. IF NOT PROVIDED, EC SHALL PROVIDE A 30A-1P DISCONNECT SWITCH. 2. SHOWN FOR REFERENCE ONLY, SEE M1.1 FOR MORE INFORMATION. 202 OS D OS OS OS D D OS OS OS D OS OS OS OS OS D D TC D D PC Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. A A AA A A A A AAA G G G G F D D D D D D D D D D D D D D D D D D D D D D D D C C C C C C C F F F F (R)(R)(R)(R)(R)(R)(R)(R)(R)(R) (R)(R)(R)(R)(R)(R)(R)(R)(R) (R) (R)(R) (R) (R)(R) H H H H D D D D D D F F F F E E E E B B C N a aa a M M 2 (E) (E) (E) (E) (E) (E)(E)(E)(E)(E) (E) (E) (E) (E) m m m d d dd d d d d e 3 e eeeee b e e e e e eee e e e e e e e j f f ff 3 4 4 4 4 4 4 4 4 4 4 g g g g a,b,c,d e, f, g, j, k, l 4 4 44 44 4 h,ih h h h h h h h h i i i i i i i i i i i i i i i i i i i i i i i ii i i i i 7 (TYP.) 5 k EW1 5 k 5 k 5 k 5 k N N N N N N N N N N N N N 4 EW1j m m m EW1 6 l l l l 5 k 5 k 5 k 5 k 5 k 1 b b b h,i B -38 B -35 B -40 B -37 B -42 8 K K i A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 0 1 A M E2.0 PR O P O S E D R E F L E C T E D C E I L I N G P L A N - LI G H T I N G 1/4" = 1'-0"1PROPOSED REFLECTED CEILING PLAN - LIGHTING GENERAL NOTES CODED NOTES 1. EC SHALL PROVIDE NDTC LIGHTING CONTROL TIMECLOCK SWITCH FOR THE KITCHEN AREA LIGHTING CONTROL. SEE DETAIL#1 ON SHEET E5.1 FOR MORE INFORMATION. COORDINATE EXACT TIME SCHEDULE REQUIREMENTS WITH OWNER. 2. LIGHT FIXTURES FURNISHED WITH EXHAUST HOOD. EQUIPMENT MANUFACTURER SHALL BE RESPONSIBLE FOR PROVIDING SUFFICIENT ILLUMINATION TO COMPLY WITH LOCAL REQUIREMENTS. REFER TO MANUFACTURER'S WIRING DIAGRAMS FOR CONNECTION INFORMATION AND CONNECT COMPLETE. 3. PROVIDE CONSTANT HOT CONDUCTOR AHEAD OF ANY SWITCHING CONTROL FOR THE INTERNAL BATTERY PACK CHARGER. 4. CONNECT EMERGENCY FIXTURE AHEAD OF ANY LOCAL SWITCHING CIRCUIT. 5. EXISTING CANOPY LIGHT FED VIA EXISTING PANEL 'A', CKT#13. LIGHTS TO BE CONTROLLED VIA TIMECLCOK CONTROL SPECIFIED IN CODED NOTE#1. MODIFY EXISTING WIRES TO ACCOMODATE NEW RELAY PACK CONTROLLED VIA TIME CLOCK. REFER TO DETAL #1 ON SHEET E5.1. 6. FROM THE AS-BUILTS AND AVAILABLE SITE SURVEY DATA IT IS UNKNOWN FROM WHICH PANEL AND CIRCUIT THE EXISTING EXTERIOR WALL LIGHT FED ARE FED FROM. FIELD VERIFY EXISTING CIRCUIT PRIOR TO WORK. IF NOT FED FROM EXISTING PANEL 'A', USE SPARE CIRCUIT FROM NEW PANEL 'B' TO FEED THE LIGHT. LIGHTS TO BE CONTROLLED VIA TIMECLCOK CONTROL SPECIFIED IN CODED NOTE#1. MODIFY EXISTING WIRES TO ACCOMODATE NEW RELAY PACK CONTROLLED VIA TIME CLOCK. REFER TO DETAL #1 ON SHEET E5.1. 7. EXISTING LIGHT FIXTURES BEING RELOCATED. CONNECT RELOCATED LIGHTS TO NEW CIRCUIT AND CONTROLS AS SHOWN ON THE NEW WORK PLAN. LIGHT FIXTURE WATTAGE IS TAKEN FROM AS-BUILT DRAWINGS AND IS ASSUMED TO BE 56 WATTS. 8. PROVIDE PHOTOCELL FACING SOUTH, TO CONTROL BUILDING EXTERIOR LIGHTING. AIM AND INSTALL PER MANUFACTURER'S RECOMMENDATIONS. PHOTOCELL SHALL BE COMPATIBLE WITH nLIGHT CONTROL SYSTEM. SEE DETAILS SHEET FOR ADDITIONAL INFORMATION. A. REFER TO SHEET E0.0 FOR GENERAL NOTES. B. COORDINATE EXACT LIGHTING ZONE REQUIREMENT WITH OWNER PRIOR TO WORK. C. REFER TO ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS, MOUNTING HEIGHTS OF LIGHT FIXTURES AND OTHER CEILING MOUNTED DEVICES. D. COORDINATE FINAL LIGHT FIXTURE SELECTION FOR DIMMING TYPE AND PROVIDE COMPATIBLE DIMMER SWITCH. E. ALL EXISTING LIGHTING FIXTURES LABELLED AS (E) SHALL REMAIN IN PLACE. 1a 1a 203 Statistics Description Symbol Avg Max Min Max/Min Avg/Min PANTRY & KITCHEN EXITS 3.1 fc 7.1 fc 0.6 fc 11.8:1 5.2:1 PRODUCTION/SHIPPING & RECEIVING EXITS 1.4 fc 1.5 fc 1.3 fc 1.2:1 1.1:1 RETAIL ENTRY/COFFEE BAR EXITS 1.0 fc 1.7 fc 0.6 fc 2.8:1 1.7:1 RETAIL ENTRY/HALL EXITS 2.8 fc 7.5 fc 1.5 fc 5.0:1 1.9:1 ROASTING ROOM EXITS 1.4 fc 1.5 fc 1.1 fc 1.4:1 1.3:1 1.1 1.1 1.2 1.3 1.3 1.4 1.4 1.3 1.3 1.3 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.4 1.4 1.4 1.4 1.4 1.3 1.2 1.3 1.3 1.3 1.2 1.1 1.1 1.5 1.6 1.7 1.8 2.6 3.9 4.3 6.07.56.95.13.72.82.3 2.3 1.5 1.5 1.61.71.71.71.71.71.71.71.7 0.6 0.6 0.6 0.60.70.7 0.8 0.8 0.8 0.8 0.8 0.80.80.80.90.90.90.90.90.80.80.90.9 0.9 0.80.80.80.80.80.80.80.80.80.8 0.9 0.9 1.0 1.1 1.21.31.3 1.4 1.5 1.6 1.7 1.71.71.71.71.71.7 1.4 1.4 1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.4 1.4 1.3 1.3 0.6 0.7 0.8 1.0 1.3 1.8 2.5 3.4 4.5 5.4 5.8 6.1 6.8 6.6 5.7 5.96.15.44.33.22.31.71.20.90.80.60.6 0.6 0.6 0.7 0.8 1.0 1.3 1.8 2.6 3.7 5.1 6.4 6.5 5.3 1.7 1.7 1.6 Adjacent Property Office Accessible Entry Kitchen Toilet 2 Toilet 1 Entry Retail Entry Seating Retail Coffee Bar QC Lab Training/ Shipping & Recieving Production/ Roasting Room Hall Pantry Admin. Mech. N A A N N N N N N N N N N N N N A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 1/4" = 1'-0" 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 0 2 A M E4.0 PH O T O M E T R I C S - EL E C T R I C A L 1/4" = 1'-0"1PHOTOMETRICS - ELECTRICAL GENERAL NOTES CODED NOTES 1. NOT IN USE. A. REFER TO SHEET E0.0 FOR GENERAL NOTES. 204 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 2 : 2 9 : 3 0 P M E5.0 DE T A I L S - EL E C T R I C A L 1a 1a 1a 1a1a 1a 1a 205 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 2 : 3 0 : 2 0 P M E5.1 Checker Author DE T A I L S - EL E C T R I C A L 1a 206 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 3 5 A M E6.0 SC H E D U L E S - EL E C T R I C A L KITCHEN EQUIPMENT SCHEDULE NOTES: 1. COORDINATE FINAL ELECTRICAL DATA, CONNECTION TYPE, ROUGH-IN HEIGHT, NEMA RATING WITH KITCHEN CONSULTANT DRAWINGS. 213 1 --Water Boiler 5 gal w/aeration 240 1 22 5.28 PLUG 42"NEMA L6-30P/R 212 1 --Batch Brewer 240 1 14.6 3.50 PLUG 42"NEMA L6-20P/R 211 1 --Lab Grinder 120 1 -- 1.30 PLUG 42"NEMA 5-15P 210.1 1 --Espresso tamper 120 1 -- 0.07 PLUG 26"NEMA 5-15P 210 1 --Espresso grinder 120 1 -- 0.58 PLUG 26"NEMA 5-15P 208 1 --Espresso Machine 240 1 -- 4.60 PLUG 26"NEMA L6-30P/R 204 1 --Dishwasher 120 1 12 1.44 PLUG 16"NEMA 5-15P QC LAB 197 1 x Reach In Solid Swing Door Refrigerator 120 1 6.9 0.83 PLUG 16"NEMA 5-15P 195 1 x Bulk Grinder 240 1 -- 2.20 ----FUTURE TBD 194 1 x Accumulator Table 120 1 5 0.60 PLUG 16"NEMA 5-15P 193 1 x Conveyor Band sealer 120 1 12 1.44 PLUG 16"NEMA 5-15P 192 1 x Weigh/Fill bag filler 120 1 2 0.24 PLUG 16"NEMA 5-15P 187 1 --FUTURE 120 1 15 1.80 PLUG 16" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 186.3 1 --Roaster Label Printer 120 1 -- 0.18 PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 186.2 1 --Roaster Laser printer 120 1 -- 0.18 PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 186.1 1 --Roaster Workstation PC 120 1 -- 0.18 PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 184 1 --Air Compressor - 20Gal, 4HP, with AAD & Dryer 240 1 14 3.36 PLUG 16"NEMA 6-15P 182 1 --Coffee Roaster 240 1 -- 7.50 DIRECT 6"SO DROP WITH STRAIN RELIEF & DISCONNECT 178 1 --Floor Scale - Receiving 120 1 -- 0.25 PLUG 16"NEGLIGABLE LOAD - CONV OUTLET 175 1 x Electric Lift Charger 120 1 12.5 1.50 PLUG --NEMA 5-15P 170.3 1 --Production Label Printer 120 1 -- -- PLUG 48" NEGLIGABLE LOAD - CONV OUTLET 170.2 1 --Production Laser printer 120 1 -- -- PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 170.1 1 --Production Workstation PC 120 1 -- -- PLUG 48"NEGLIGABLE LOAD - CONV OUTLET 169 2 --Shipping Scale 120 1 -- 0.18 PLUG 48"NEGLIGABLE LOAD - CONV OUTLET ROASTERY 166 1 --Ice Machine 120 1 8.8 1.06 PLUG 16"NEMA 5-15P 165 1 --Reach In Solid Swing Door Refrigerator 120 1 6.9 0.83 PLUG 16"NEMA 5-15P 164 1 --Reach In Solid Swing Door Freezer 120 1 3.7 0.44 PLUG 16"NEMA 5-15P 163 1 x Pastry Laminator 120 1 1 0.12 PLUG 42"NEMA 5-15P 162 1 --Stand Mixer (1/2 HP)120 1 9.8 1.18 PLUG 42"NEMA 5-15P 158 1 --Dishwasher 240 1 28 6.72 PLUG 16"NEMA 6-30P 155 1 --Convection Oven 120 1 1 0.12 PLUG 40"NEMA 5-15P 153 1 --HD Induction Range 240 1 24 5.76 PLUG 32"NEMA 6-30P 152 1 x Refrigerated Chefs Base 120 1 4.4 0.53 PLUG 16"NEMA 5-15P 147 1 x Cheese Melter 120 1 10 1.20 PLUG 66"NEMA 5-15P 146 1 x Meat Slicer 120 1 15 1.80 PLUG 42"NEMA 5-15P 145 2 x Rice/Grain Cooker 120 1 10.4 1.25 PLUG 42"NEMA 5-15P 143 1 --Salad Sandwich Prep Station 120 1 6.5 0.78 PLUG 16"NEMA 5-15P 142 1 x Waffle Iron 120 1 10 1.20 PLUG 42" NEMA 5-15P 141 1 x Sous vide cooker 120 1 -- 1.15 PLUG 42"NEMA 5-15P 140 1 --Conveyor Toaster 120 1 13.3 1.60 PLUG 42"NEMA 5-15P 139 1 x Worktop Refrigerator 120 1 4 0.48 PLUG 16"NEMA 5-15P KITCHEN 216 1 --R/O Water System Formulator 120 1 6 0.72 PLUG 48"NEMA 5-15P (4 OUTLETS REQUIRED) 214 1 --Reach In Refrigerated Merchandiser 120 1 15 1.80 PLUG 16" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 135 2 x Pour Over Unit 240 1 12 2.88 PLUG 16" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 134 1 x Bulk Coffee Grinder 120 1 -- 1.30 PLUG 26"NEMA 5-15P 132 1 --Undercounter Refrigerator 120 1 2 0.24 PLUG 16"NEMA 5-15P 128 1 --Espresso AV 2 Group 240 1 11 2.64 PLUG 18" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 127 1 --Espresso Steam Unit 240 1 14.4 3.46 PLUG 18" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 124 1 --Espresso AV 2 Group 240 1 11 2.64 PLUG 18" VERIFY NEMA RATING WITH KITCHEN CONSULTANT 120.1 4 --Auto Tamper 120 1 -- 0.07 PLUG 26"NEMA 5-15P 120 4 --Espresso Grinder 120 1 -- 0.84 PLUG 26"NEMA 5-15P 118 2 --POS System Interface 120 1 -- 0.50 PLUG 26"NEMA 5-15P, 4 PLEX CONV OUTLET 113 1 --Filter Coffee Brewer 240 1 25.4 6.10 PLUG 46"NEMA L6-30P/R 111 1 --Bulk Coffee Grinder 120 1 -- 1.30 PLUG 46"NEMA 5-15P 110 1 --Ice Machine 120 1 5.2 0.62 PLUG 16"NEMA 5-15P 107 1 --Back Bar Refrigerator 120 1 3.2 0.38 PLUG 16"NEMA 5-15P (PROVIDE ACCESS DOOR) 106 1 --Carbonator 120 1 6.5 0.78 PLUG 16"NEMA 5-15P 104 1 x Combi Oven 240 1 20 4.80 PLUG 46"NEMA L6-20 103 1 x Soft Serve Machine 120 1 9 1.08 PLUG 46"NEMA 5-20P COFFEE BAR TAG QTY FUTURE KITCHEN EQUIPMENT VOLT PHASE AMPS KVA CONNECTION... ROUGH IN AFF REMARKS KITCHEN EQUIPMENT SCHEDULE (ELECTRICAL) 1a 1a 207 LIGHTING FIXTURE SCHEDULE TAG SYMBOL DESCRIPTION MANUFACTURER MODEL LUMENS MOUNTING FINISH LOCATION LAMP COLOR TEMP CONTROLS WATTS VOLTS NOTES A 2'X4' LIGHT TROFFER LITHONIA CPX-2X4-6000LM-80CRI-40K-SWL-MIN10-ZT-120 6000 RECESSED WHITE INDOOR LED 3500 0-10V 41.8 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. B 2'X2' LIGHT TROFFER LITHONIA CPX-2X2-6000LM-80CRI-40K-SWL-MIN10-ZT-120 6000 RECESSED WHITE INDOOR LED 3500 0-10V 54.1 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. C DECORATIVE PENDANT LIGHT BULBSQUARE JAPANESE MINIMALIST MATTE TEXTURE RESIN DOME 1-LIGHT PENDANT LIGHT TBD PENDANT BLUE INDOOR LED TBD PHASE DIMMING 14 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. D TBD TBD TBD TBD TBD WHITE INDOOR LED TBD PHASE DIMMING 14 120 DETAILS AWAITED FROM INTERIOR DESIGNER. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. E TBD TBD TBD TBD TBD TBD TBD TBD TBD PHASE DIMMING 14 TBD DETAILS AWAITED FROM INTERIOR DESIGNER. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. F CEILING SCONCE SCHOOL HOUSE ELECTRIC ALABAX LARGE SURFACE MOUNT TBD TBD TBD TBD TBD TBD PHASE DIMMING 14 TBD CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. G 4' WRAPAROUND COOPER 4WSNLED-LD4-40SL-F-UNV-L840-CD1-U 4000 SURFACE WHITE INDOOR LED 4000K 0-10V 40 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. H EXIT SIGN LITHONIA LQM S W RG MVOLT M6 --SURFACE WHITE INDOOR LED --EM 3 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. L TRACK LIGHT WAC LIGHTING LUCIO 6010 10W 85CRI 600 TRACK WHITE INDOOR LED 3000K PHASE DIMMING 15 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. M RECESSED LIGHT TBD TBD TBD TBD TBD TBD TBD TBD PHASE DIMMING 14 TBD DETAILS AWAITED FROM INTERIOR DESIGNER. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. K VANITY WALL SCONCE TBD TBD TBD TBD TBD TBD TBD TBD PHASE DIMMING 14 TBD DETAILS AWAITED FROM INTERIOR DESIGNER. WATTS ARE ASSUMED FOR E26 BASE LED BULB OF 1500LUMENS. N EMERGENCY CEILING PACK LIGHT LITHONIA ELM6L 1100 WALL/CEILING WHITE INDOOR LED 5000K -11 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. EW1 EMERGENCY CEILING PACK LIGHT LITHONIA AFB-PEL-DWHGXD-UVOLT-N-SDRT-WT 225 WALL WHITE OUTDOOR LED 4000K -6.95 120 CONFIRM FINISH WITH ARCHITECT PRIOR TO SUBMIT THE SHOP DRAWING. NOTES: 1. PROVIDE ALL REQUIRED HARDWARE, CABLES. ETC., FOR A FULLY FUNCTIONAL INSTALLATION 2. REFER TO ARCHITECTURAL & LIGHTING PLANS AND SPECIFICATIONS FOR EXACT REQUIREMENTS, LOCATION & INSTALLATION 3. HALF OR FULL SHADED FIXTURES SHALL HAVE MINIMUM 90 MIN. INTEGRAL BATTERY WITH TEST SWITCH (UNLESS NOTED OTHERWISE). A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 3 5 A M E6.1 SC H E D U L E S - EL E C T R I C A L LIGHTING SCHEDULE 208 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 7/ 1 0 / 2 0 2 5 1 0 : 0 2 : 3 8 A M E6.2 SC H E D U L E S - EL E C T R I C A L NOTES: TOTAL 71392 VA 66.28% 47322 VA NON-COINCIDENT 0% 0.0 VA EQUIPMENT N - NON-COINCIDENT KITCHEN 68772 VA 65.00% 44702 VA E - EQUIPMENT MOTORS K - KITCHEN HEATING M - MOTORS AIR CONDITIONING H - HEATING TOTAL DEMNAD CURRENT 197 A RECEPT (REMAINDER)0 VA 50%0 VA A - AIR CONDITIONING TOTAL CONNECTED CURRENT 297 A RECEPT (FIRST 10 kVA)2620 VA 100% 2620 VA R - RECEPTACLE TOTAL DEMAND LOAD 47322 VA LIGHTING L - LIGHTING TOTAL CONENCTED LOAD 71392 VA LOAD DESCRIPTION CONNECTED LOAD D.F. DEMAND LOAD CODE PANEL TOTALS Total Amps:286 A 309 A 0 A Total Load:34.3 kVA 37.1 kVA 0.0 kVA 65 SPACE 1 -- ------ 1 SPACE 66 63 SPACE 1 -- ---- -- 1 SPACE 64 61 SPACE 1 -- ------ 1 SPACE 62 59 SPARE 1 20 0 0 20 1 SPARE 60 57 SPARE 1 20 0 0 20 1 SPARE 58 55 0 20 1 SPARE 56 53 1.4 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K RO WATER SYSTEM (216) 54 51 POUR OVER UNIT (135)K 2-#12, 1-#12GND IN 3/4"C 2 20 1.4 3.4 52 49 SOFT SERVE MACHINE (103)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.1 3.4 40 2 2-#8, 1-#10GND IN 3/4"C K DISHWASHER (158)50 47 REACH IN REFRIGERATOR (165) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.8 0.4 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K REACH IN - FREEZER (164) 48 45 STAND MIXER (162)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.2 0.1 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K PASTRY LAMINATOR (163) 46 43 MEAT SLICER (146)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.8 1.3 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K RICE/GRAIN COOKER (145) 44 41 SANDWICH PREP STATION (143) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.8 0.5 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K WORKTOP REFRIGERATOR (139) 42 39 CONVEYOR TOASTER (140)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.6 1.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K SOUS VIDE COOKER (141) 40 37 WAFFLE IRON (142)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.2 2.4 38 35 CARBONATOR (106)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.8 2.4 25 2 2-#10, 1-#10GND IN 3/4"C K COMBI OVEN (104)36 33 ICE MACHINE (110)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.6 0.4 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K BACK BAR REFRIGERATOR (107) 34 31 BULK COFFEE GRINDER (111) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.3 3.1 32 29 RECEP - COFFEE BAR R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.5 3.1 35 2 2-#8, 1-#10GND IN 3/4"C K FILTER COFFEE BREWER (113)30 27 1.3 0.5 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R POS SYSTEM INTERFACE (118) 28 25 ESPRESSO AV 2 GROUP (124) K 2-#12, 1-#12GND IN 3/4"C 2 20 1.3 0.9 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K ESPRESSO GRINDER (120 &120.1) 26 23 1.3 0.4 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECEP - COFFEE BAR 24 21 ESPRESSO AV 2 GROUP (128) K 2-#12, 1-#12GND IN 3/4"C 2 20 1.3 1.7 22 19 ESPRESSO GRINDER (120/120.1) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.9 1.7 20 2 2-#12, 1-#12GND IN 3/4"C K ESPRESSO STEAM UNIT (127)20 17 1.4 0.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K UC REFRIGERATOR (132) 18 15 POUR OVER UNIT (135)K 2-#12, 1-#12GND IN 3/4"C 2 20 1.4 1.3 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K BULK COFFEE GRINDER (134) 16 13 RO WATER SYSTEM (216)K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.7 0.5 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R POS SYSTEM INTERFACE (118) 14 11 2.3 1.1 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K ICE MACHINE (166) 12 9 ESPRESSO MACHINE (208)K 2-#12, 1-#12GND IN 3/4"C 2 20 2.3 1.4 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K DISHWASHER (204) 10 7 RECEP - TRAINING/QC LAB R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K ESPRESSO GRINDER (210/210.1) 8 5 2.6 1.8 6 3 WATER BOILER (213) K 2-#12, 1-#12GND IN 3/4"C 2 20 2.6 1.8 20 2 2-#12, 1-#12GND IN 3/4"C K BATCH BREWER (212)4 1 RECEP - TRAINING/QC LAB R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 1.3 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K LAB GRINDER (211) 2 CKT CIRCUIT DESCRIPTION CODE FEEDER POLE TRIP (A) A (KVA) B (KVA) C (KVA) A (KVA) B (KVA) C (KVA) TRIP (A) POLE FEEDER CODE CIRCUIT DESCRIPTION CKT MOUNTING:SURFACE ENCLOSURE:NEMA-1 SUPPLY FROM:B WIRES:3 MAINS:250 A, MLO LOCATION:PRODUCTION/SHIPPING & RECEIVING PHASE:1 BUS RATING:400 A PANEL NAME:K1 VOLTAGE:120/240V A.I.C. RATING:22 KAIC NOTES: TOTAL 8540 VA 72.63% 6203 VA NON-COINCIDENT 0% 0.0 VA EQUIPMENT 750 VA 100.00% 750 VA N - NON-COINCIDENT KITCHEN 7790 VA 70.00% 5453 VA E - EQUIPMENT MOTORS K - KITCHEN HEATING M - MOTORS AIR CONDITIONING H - HEATING TOTAL DEMNAD CURRENT 26 A RECEPT (REMAINDER)0 VA 50%0 VA A - AIR CONDITIONING TOTAL CONNECTED CURRENT 36 A RECEPT (FIRST 10 kVA)0 VA 100% 0 VA R - RECEPTACLE TOTAL DEMAND LOAD 6203 VA LIGHTING L - LIGHTING TOTAL CONENCTED LOAD 8540 VA LOAD DESCRIPTION CONNECTED LOAD D.F. DEMAND LOAD CODE PANEL TOTALS Total Amps:31 A 40 A 0 A Total Load:3.7 kVA 4.8 kVA 0.0 kVA 17 SPACE 1 -- ------ 1 SPACE 18 15 SPACE 1 -- ---- -- 1 SPACE 16 13 SPARE 1 20 0 0 20 1 SPARE 14 11 SPARE 1 20 0 0 20 1 SPARE 12 9 SPARE 1 20 0 0 20 1 SPARE 10 7 SPARE 1 20 0 0.8 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C E HOOD CONTROL PANEL 8 5 REFRIGERATED CHEFS BASE (152) K 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.5 0.1 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K CONVECTION OVEN (155) 6 3 2.9 1.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K CHEESE MELTER (147) 4 1 HD INDUCTION RANGE (153) K 2-#10, 1-#10GND IN 3/4"C 2 30 2.9 0.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K RECP - KITCHEN 2 CKT CIRCUIT DESCRIPTION CODE FEEDER POLE TRIP (A) A (KVA) B (KVA) C (KVA) A (KVA) B (KVA) C (KVA) TRIP (A) POLE FEEDER CODE CIRCUIT DESCRIPTION CKT MOUNTING:SURFACE ENCLOSURE:NEMA-1 SUPPLY FROM:B WIRES:3 MAINS:50 A, MLO LOCATION:PRODUCTION/SHIPPING & RECEIVING PHASE:1 BUS RATING:100 A PANEL NAME:K2 VOLTAGE:120/240V A.I.C. RATING:14 KAIC NOTES: TOTAL 132075 VA 64.34% 93978 VA NON-COINCIDENT 0% 0.0 VA EQUIPMENT 5570 VA 100.00% 5570 VA N - NON-COINCIDENT KITCHEN 110257 VA 65.00% 71667 VA E - EQUIPMENT MOTORS 1250 VA 100.00% 1250 VA K - KITCHEN HEATING M - MOTORS AIR CONDITIONING 1224 VA 100.00% 1224 VA H - HEATING TOTAL DEMNAD CURRENT 392 A RECEPT (REMAINDER)600 VA 50% 300 VA A - AIR CONDITIONING TOTAL CONNECTED CURRENT 550 A RECEPT (FIRST 10 kVA)10000 VA 100% 10000 VA R - RECEPTACLE TOTAL DEMAND LOAD 93978 VA LIGHTING 3174 VA 125.00% 3967 VA L - LIGHTING TOTAL CONENCTED LOAD 132075 VA LOAD DESCRIPTION CONNECTED LOAD D.F. DEMAND LOAD CODE PANEL TOTALS Total Amps:540 A 561 A 0 A Total Load:64.8 kVA 67.3 kVA 0.0 kVA 53 SPACE 1 -- ------ 1 SPACE 54 51 SPACE 1 -- -- -- -- 1 SPACE 52 49 SPACE 1 -- ------ 1 SPACE 50 47 SPARE 1 20 0 0 20 1 SPARE 48 45 SPARE 1 20 0 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECEP- PRODUCTION SH. & RE. 46 43 RCP-1 E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.1 1.1 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECEPTACLES 44 41 GWH-1 E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.6 0.6 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C L PRODUCTION/SHIPP. - LTGS 42 39 REC - RETAIL SEATING R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.9 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C L KIT./PAN./MECH/R.R/OFF./LAB - LTGS 40 37 ROASTING ROOM - LTGS L 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1 0.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C L COFFEE BAR - LTGS 38 35 HALL/RETAIL ENTRY/COF. BAR - LTGS L 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.7 1.3 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C M KITCHEN - EF-1 36 33 ROOF RECEPTACLE R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.2 1.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C A KITCHEN - AC-1 34 31 ACCUMULATOR TABLE (194)R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.6 1.7 32 29 3.8 1.7 30 2 2-#10, 1-#10GND IN 3/4"C K KEF-1 (ROOF)30 27 COFFEE ROASTER (182)K 2-#12, 1-#12GND IN 3/4"C 2 20 3.8 1.1 28 25 ELECTRIC LIFT CHARGER (175) E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.5 1.1 20 2 2-#12, 1-#12GND IN 3/4"C K BULK GRINDER (195)26 23 SHIPPING SCALE (169)E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 0.8 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K REACH IN REFRIGERATOR (197) 24 21 CONVEYOR BAND SEALER (193) E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.4 0.2 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECP- PRODUCTION SHIPPING & RE. 22 19 WEIGH/FILL BAG FILLER (192) E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.2 6.4 20 17 QUAD RECEP- ROASTING ROOM E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 6.4 80 2 2-#3, 1-#8GND IN 1"C K MAU-1 (ROOF)18 15 FLOOR SCALE - RECEIVING (178) E 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.3 1.7 16 13 DCO - ROASTING ROOM R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.2 1.7 20 2 2-#12, 1-#12GND IN 3/4"C K AIR COMPRESSOR (184)14 11 REC - TOILET & MECH R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R RECEP- PRODUCTION SH. & RE. 12 9 REC - RETAIL SEATING R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 1.1 1.8 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C K ROASTED COFFEE (187) 10 7 REC - RETAIL SEATING R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.9 1.8 35 1 1-#8, 1-#8, 1-#10GND IN 3/4"C K REACH IN REF. MERCH. (214) 8 5 REC - TRAINING/QC LAB R 1-#12, 1-#12, 1-#12GND IN 3/4"C 1 20 0.4 0.7 20 1 1-#12, 1-#12, 1-#12GND IN 3/4"C R REC - ADMIN OFFICE 6 3 37.1 4.8 4 1 PANEL K1 SF REFER TO ONE LINE DIAGRAM 2 250 34.3 3.7 50 2 REFER TO ONE LINE DIAGRAM SF PANEL K2 2 CKT CIRCUIT DESCRIPTION CODE FEEDER POLE TRIP (A) A (KVA) B (KVA) C (KVA) A (KVA) B (KVA) C (KVA) TRIP (A) POLE FEEDER CODE CIRCUIT DESCRIPTION CKT MOUNTING:SURFACE ENCLOSURE:NEMA-1 SUPPLY FROM:MSB WIRES:3 MAINS:500 A, MLO LOCATION:PRODUCTION/SHIPPING & RECEIVING PHASE:1 BUS RATING:600 A PANEL NAME:B VOLTAGE:120/240V A.I.C. RATING:22 KAIC CODED NOTES 1. PROVIDE GROUND FAULT CIRCUIT INTERRUPTER BREAKER. 2. PROVIDE CIRCUIT BREAKER WITH SHUNT TRIP. EC SHALL INTERLOCK SHUNT TRIP WITH THE HOOD FIRE SUPPRESSION SYSTEM. COORDINATE WITH KITCHEN CONSULTANT AND HOOD SYSTEM DRAWINGS FOR REQUIREMENT. B K1 K2 1 1 1 1 1 1 1 1 1 2 1a 1a 1a 1a 1a 1a 1 11 1 1 1a 1a 1a 1a 1a 209 M M M 600A 2P 500A 2P NEW MAIN SWITCH BOARD "MSB" 600 AMP BUS 240/120V, 1-PHASE, 3W, 42KAIC NEMA-3R N G WATER STEEL 2 #3/0 CU #3/0 CU 500A MLO PANEL B 200A MLO PANEL A 200A 2P SPARE SPACE PULL SECTION/ MAIN BREAKER SECTION DISTRIBUTION SECTIONDISTRIBUTION SECTION GAS LT ~ V. D . = 15 ' 0. 2 % LT ~ V. D . = 20 ' 0. 2 % UTILITY TRANSFORMER 1 3 UTILITY PRIMARY 4 500.3 200.3 600.3 200A 2P 5 250A MLO PANEL K1 100A MLO PANEL K2 250.3 LT~ V.D.= 10' 0.1% LT~ V.D.= 12' 0.01% 50.3 100% RATED 7 LOAD SUMMARY NEW SWITCHBOARD "MSB" LOAD DESCRIPTION DEMAND LOAD (KVA) (E) PANEL A 35.4 PANEL B 92.2 TOTAL DEMAND LOAD 127.6 TOTAL AMPS@ 240V 532 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 2025-07-09 07 - 1 0 - 2 0 2 5 2 2 : 4 9 : 1 5 E7.0 ON E -LI N E - EL E C T R I C A L 12" = 1'-0"1ONE-LINE DIAGRAM & ELEVATION - ELECTRICAL GENERAL NOTES CODED NOTES 1. MINIMUM CONDUITS SHOWN, CONTRACTOR SHALL PROVIDE ADDITIONAL CONDUITS AS NECESSARY TO MEET THE UTILITY COMPANY'S MINIMUM REQUIREMENTS. SEE DRY UTILITY PLANS FOR PROPOSED ROUTING AND ADDITION INFORMATION. COORDINATE WITH SCE AND ADHERE TO THEIR REQUIREMENTS. 2. SYSTEM GROUNDING. LOCATE IN NEMA 3 ENCLOSURE ADJACENT TO MAIN SWITCH BOARD. SEE SYSTEM GROUNDING DETAIL ON DETAIL#8 SHEET -E5.0 FOR MORE INFORMATION. 3. PROVIDE ARC FLASH LABEL ON EQUIPMENT PER CEC 110.16. LABEL SHALL INDICATED VOLTAGE, AVAILABLE FAULT CURRENT, CLEARING TIME OF OCP, AND DATE LABEL WAS APPLIED. 4. EXISTING PANEL 'B' (125A) TO BE REMOVED AND REPLACED WITH NEW PANEL 'B' RATED AT 500A. COORDINATE ALL DEMOLITION AND INSTALLATION WORK WITH THE ELECTRICAL CONTRACTOR. 5. PROVIDE METER SECTION IN GEAR WITH INSTANT, HISTORICAL TRACKING, AND PEAK KWH WITH USER DEFINED RATE PERIOD (PER TITLE 24, TABLE 130.5A). 6. ELECTRICAL DEMAND LOAD FOR EXISTING PANEL 'A' SHOWN IS FROM AVAILABLE AS-BUILT DOCUMENTS. EC SHALL FIELD VERIFY DATA. 7. EXISTING RECESSED PANEL ‘A’TO BE DEMOLISHED AND TO BE REPLACED WITH A NEW SURFACE MOUNT PANEL REFER TO NEW WORK PLAN E1.0 FOR NEW LOCATION. DISCONNECT AND REMOVE EXISTING FEEDER FROM THE EXISTING SERVICE PANEL AND RE- FED FROM NEW SERVICE PANEL AS SHOWN. A. REFER TO SHEET E0.0 FOR GENERAL NOTES. B. THE CONTRACTOR SHALL VERIFY THE EQUIPMENT DIMENSIONS AND CONFIRM IT WILL FIT WITH THE CODE REQUIRED CLEARANCES PRIOR TO SUBMITTING FOR REVIEW AND PRIOR TO ORDERING. CONFLICTS SHALL BE COORDINATED WITH THE GC, ARCHITECT, AND ENGINEER PRIOR TO SUBMITTING FOR REVIEW. C. ALL CONDUCTORS ARE BASED ON COPPER, THHN / THWN, UNLESS NOTED OTHERWISE. D. CONFIRM MANUFACTURER'S RECOMMENDED OVER CURRENT PROTECTION PRIOR TO ORDERING EQUIPMENT. E. CONTRACTOR SHALL PROVIDE A MAXIMUM AVAILABLE FAULT CURRENT LABEL TO SERVICE ENTRANCE EQUIPMENT (CEC 110.20(A)). F. EQUIPMENT SUPPLIER SHALL PROVIDE A ARCH FLASH STUDY AND COORDINATION STUDY AS PART OF THE EQUIPMENT SUBMITTAL. STUDIES SHALL BE PROVIDED TO ENGINEER OF RECORD FOR APPROVAL AND BE SUBMITTED TO LOCAL BUILDING DEPARTMENT. CONTRACTOR SHALL INCLUDE TIME FOR SUBMITTAL AND REVIEW IN THEIR PROJECT SCHEDULE. G. ALL UNDERGROUND GROUND CONNECTIONS SHALL BE EXOTHERMIC, ABOVE GROUND MAY BE VIA COMPRESSION. H. CONTRACTOR SHALL CONFIRM EQUIPMENT GEAR SIZE, REQUIRED CLEARANCES, AND LOCATION PRIOR TO ISSUING SUBMITTALS FOR REVIEW. I. THE CONTRACTOR SHALL COORDINATE THE SPECIFIC CONFIGURATION OF THE GEAR AND LOCATION OF THE PULL SECTION WITH FIELD CONDITIONS AND THE UTILITY PRIOR TO ORDERING THE GEAR. WHAT IS SHOWN ON THIS DRAWING IS DIAGRAMMATIC. 6 4 4 1a 210 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 0 5 A M E8.0 SP E C I F I C A T I O N S - EL E C T R I C A L 211 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 1 1 A M E9.0 TI T L E 2 4 - EL E C T R I C A L 212 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 1 4 A M E9.1 TI T L E 2 4 - EL E C T R I C A L 213 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. NOT TO SCALE ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 2 0 A M E9.2 TI T L E 2 4 - EL E C T R I C A L 214 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 2 6 A M E9.3 Checker Author TI T L E 2 4 - EL E C T R I C A L 215 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I JPl o t t e d : A C o f f e e S h o p Te n a n t I m p r o v e m e n t f o r Pa l m D e s e r t , C A 9 2 2 6 0 AP N N o . : 6 2 7 - 1 5 1 - 0 0 5 - 3 44 8 5 0 S a n P a b l o A v e De s e r t K i d , L L C * * * U n l e s s t h i s d o c u m e n t i s a B L A C K L I N E p r i n t o n B L U E b a c k g r o u n d i t i s N O T t o b e u s e d f o r c o n s t r u c t i o n * * * Th i s d r a w i n g m a y n o t b e r e p r o d u c e d i n w h o l e o r p a r t w i t h o u t t h e e x p r e s s e d w r i t t e n c o n s e n t o f t h e A r c h i t e c t . I d e n t i f y i n g m a r k s a n d s y m b o l s h a v e b e e n i n c o r p o r a t e d t o m a i n t a i n c o n f o r m a n c e w i t h t h i s r e q u i r e m e n t . DRAWN CHECKED DATE SCALE 2407.00 JOB NO. SHEET NO. ww w . a l p h a m e p . n e t BYREVISIONS COPYRIGHT 2025 1 July, 2025 1a 2 3 July, 2025 July, 2025 July, 2025 B.S. I.H. P.D. H.D. 4 July, 2025 F.D. 7/ 1 0 / 2 0 2 5 1 0 : 0 3 : 2 8 A M E9.4 Checker Author TI T L E 2 4 - EL E C T R I C A L 216 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 217 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 218 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 219 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 220 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 221 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 222 MENU BOARD ESPRESSO COTADO CAPPUCINO LATTE MOCHA FILTER COFFEE TEA HOT CHOCOLATE COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 223 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 224 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 225 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 226 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 227 COFFEE COMPANY DESERT KID ROASTERY AND CAFE 44850 SAN PABLO PALM DESERT, CA DEVELOPMENT 228 MENU BOARD ESPRESSO COTADO CAPPUCINO LATTE MOCHA FILTER COFFEE TEA HOT CHOCOLATE A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J ID-1ID-1 229 A 7 6 5 4 3 2 1 A 8 B C D E F G H I J 1 8 7 6 5 4 3 2 B C D E F G H I J ID-1ID-2 230 ID-3 BAR & BACK BAR L01L02WD-01 shelving, see Coffee Consultant drawings for elevation, see ID-1 for detail WD-01 Bar ST-03 Stone Countertop ST-02 Tile Bar Face ST-01 Tile Wall BACK BAR VIEW FROM BAR TOWARD ROASTERY EXTERIOR VIEW 1 EXTERIOR VIEW 2 ST-02 Tile Wall Slider window Fixed window WD-01 Wood Countertop WD-01 Wood Cabinetry ST-01 Tile Wall WD-01 Wood Retail Wall & Shelving, see drawing for detail WD-01 Wood Bench, see drawing for detail 231 FINISHES SPECIFICATIONS STONE & TILE WOOD PAINT Tag Location QTY Item Manufacturer Item Description Size Finish Link Tag Location QTY Item Manufacturer Item Description Size Finish Tag Location QTY Item Manufacturer Product Type Color Finish ST-01 Retail Wall & Back Bar Wall Tile Zia Tile Glazed Earth 2" x 6" ST-02 Espresso Bar Face Tile Zia Tile Perpetual Check 4 3.875" H & 1.875" H ST-03 Bar & Espresso Bar Stone Top By GC Soapstone 3/4" thick GC to submit samples WD-01 Wood Throughout Red Oak By GC Red Oak Varies GC to submit samples PT-01 Walls Throughout Paint Benjamin Moore Wall Paint OC-17 White Dove (TBC) Matte PT-02 Ceiling & Trusses Paint Benjamin Moore Trim Paint OC-17 White Dove (TBC) Satin PT-03 Roastery Window Frames Paint Per Manufacturer Per Manufacturer To match walls Per Manufacturer PT-04 Training Room Window Frames Paint Per Manufacturer Per Manufacturer To match walls Per Manufacturer PT-05 Bathroom Door Frames Paint Benjamin Moore Trim Paint OC-17 White Dove (TBC) Satin PT-06 Bathroom Doors Paint Benjamin Moore Shop Applied Spray OC-17 White Dove (TBC) Satin PT-07 Round Columns Paint By GC Type 5 Drywall Paint with Plaster Finish GC to submit samples Spec Spec 5/9/2025 F in n siin i Finish CH-01 Entry Left 6 Stools - Table Height 34"Table height 34" CH-02A Entry Left 1 Corner bench Custom, by GC Red Oak CH-02B Entry Left 1 Bench cushions CH-03 Display Wall 12 Chairs CH-04 Lounge 1 Sofa CH-05 Lounge 2 Poufs CH-06 Lounge 2 Armchairs CH-07A South Window 1 Bench Custom, by GC Red Oak CH-07B South Window 1 Bench cushions CH-08 South Window 5 Chairs CH-09 Espresso Bar 4 Stools - Table Height 34"Table height 34" CH-10 Exterior 24 Chairs TB-01 Display Wall 2 Table TB-02 Lounge 2 Coffee Tables TB-03 Lounge 2 Side Tables TB-04 South Window 5 Bistro Tables TB-05 Exterior 10 Tables TB-06 Entry Left 2 Tables RG-01 Lounge 1 Rug SH-01 Shelving at Bar 2 Wood Shelf Custom, by GC Floating shelf Refer to Drawings Red Oak SH-02 Shelving at Retail 6 Wood Shelf Custom, by GC Floating shelf 4'-4" Length, VIF Red Oak SH-03 Shelving at Entry Left 1 Wood Shelf Custom, by GC Floating shelf 5'-1" Length, VIF 5/5/2025 LIGHTING SCHEDULE Tag Location QTY Item Manufacturer Item Description Size Finish Link L01 Throughout 26 Pendant Castell Castell 12" Globe LED Pendant 12" Diameter Black L02 Above Main Bar 8 Pendant MOOIJANE Bohemia Pendant Lamp 15.7" Diameter, 8.3" H Amber Red L03 Back Bar 10 Track Light WAC Summit L-Track 6" Tall 3000K LED Track Head with Field Adjustable Beam Angle 6-1/8" H White L04 Retail 2 Recessed Light L05 Lounge 4 Ceiling Sconce Schoolhouse Electric Alabax Large Surface Mount Large - 8 1/4" Diameter, 7" H Juniper L06 Entry to WC Hall 1 Ceiling Sconce Schoolhouse Electric Alabax Large Surface Mount Large - 8 1/4" Diameter, 7" H Juniper L07 Hall to WC 2 Sconce / Pendant Schoolhouse Electric Alabax Large Surface Mount Large - 8 1/4" Diameter, 7" H Juniper L08 Bathrooms 2 Ceiling Sconce Schoolhouse Electric Alabax Large Surface Mount Large - 8 1/4" Diameter, 7" H Juniper L09 Bathrooms 2 Wall Sconce Rich Brillians Willing Crisp Sconce 5" Diameter Frosted Interior L10 Roastery 4 Pendant Castell Castell 12" Globe LED Pendant 12" Diameter Black L11 Roastery 4 Spotlight Spec Spec Spec Spec Spec Spec Spec Spec Spec ID-4 232 CITY OF PALM DESERT ZONING ADMINISTRATOR NOTICE OF DECISION DATE: October 23, 2024 APPLICANT: Desert Kid Coffee PROPERTY ADDRESS: 44850 San Pablo Avenue CASE NO: Administrative Use Permit (AUP) 24-0005 Notice is hereby given that the Zoning Administrator has received and approved a request by Desert Kid Coffee (Applicant) for an AUP to operate a restaurant (coffee roasting facility selling food and drinks. The business is proposed within an existing commercial building and will utilize the entirety of the 5,404 square feet for roasting, seating, coffee bar, kitchen, bathrooms, and offices. The property is zoned Downtown Overlay (D.O.). Palm Desert Municipal Code (PDMC) Chapter 25.18.040 Land Use and Permit Requirements , states that restaurants may be permitted subject to the approval of an Administrative Use Permit (AUP) pursuant to PDMC Section 25.64.040. Business Operation: The proposed use is a coffee roasting facility mostly selling coffee drinks with a kitchen area for food. Based off the sale of food and number of seats proposed, the use is classified as a restaurant. The kitchen will provide light food items such as pastries and sandwiches. Hours of Operation/Staff: The business will operate as follows (subject to change): -Monday through Sunday: 6:00 am – 8:00 pm -Approximately 10 employees CEQA: The Zoning Administrator has reviewed the proposed project for compliance with the California Environmental Quality Act (CEQA) and has determined that the project qualifies as a Class 1 Categorical Exemption pursuant to 15301 – Existing Facilities of the State CEQA Guidelines. 233 AUP24-0005 Desert Kid Coffee October 23, 2024 Page 3 of 3 Findings: The Zoning Administrator, under provisions of Section 25.64.040 of the PDMC, has approved the said use based upon the following findings required in Section 25.64.040.D: 1.The proposed use is allowed within the applicable zoning district and complies with all other applicable provisions of this zoning code, municipal code, general plan, and any applicable specific plans or City regulations/standards. The property is zoned Downtown Overlay (D.O.). Palm Desert Municipal Code (PDMC) Chapter 25.18.040 Land Use and Permit Requirements, states that restaurants may be permitted subject to the approval of an Administrative Use Permit (AUP) pursuant to PDMC Section 25.64.040. The site is developed as a suite within a multitenant commercial building in the Downtown area. It is improved with adjacent sidewalk, landscaping, and six (6) parking spaces. The existing site complies with applicable zoning code requirements for height, setbacks, land use compatibility, parking, and lot coverage. The business requires 5 parking spaces, at a ratio of 3 spaces per 1,000 square feet, only accounting for 1,620 square feet of restaurant space. The parking spaces are available within the existing commercial center. The commercial center was developed with ample parking for existing multi-tenant buildings. The proposed use complies with all applicable provisions of the zoning code, including parking, and land use compatibility with the existing businesses. The project will be conditioned to add additional bicycle parking to encourage bicycle access to and from the site as alternative means of parking. The subject property is designated Downtown per the General Plan Land Use Element. The proposed restaurant use is compatible with the type of uses within the downtown and is similar to the surrounding uses within the area. The property does not have any applicable specific plans or any other City regulations/standards. 2.The site is physically suited for the type, density, and intensity of the proposed use, including access, utilities, and the absence of physical constraints, and can be conditioned to meet all related performance criteria and development standards. The site is consistent with the purpose and intent of the City’s Zoning Ordinance. The project is located within an existing commercial area with sufficient parking, both private and public. The site is adequately separated from any sensitive land uses. The site has been previously designed to meet access, utilities, setbacks, lot coverage, building height, land use, and parking requirements for nonresidential uses. Furthermore, the proposed project does not pose a conflict regarding land use and can be conditioned to meet all related performance criteria and development standards within the City’s Zoning Ordinance. 3.Granting the permit would not be detrimental to the public interest, health, safety, convenience, or welfare, or materially injurious to persons, property, or improvements in the vicinity in which the project is located. 234 AUP24-0005 Desert Kid Coffee October 23, 2024 Page 3 of 3 The proposed use will occur within the confines of the building leased space. Therefore, the use would not be detrimental to the public interest, health, safety, welfare, and materially injurious to properties in the vicinity. BASED ON THE FINDINGS ABOVE, THE ZONING ADMINISTRATOR hereby approves AUP24-0004. In accordance with Section 25.60.060.C. of the PDMC, a notice of decision shall be provided to the applicant, interested parties, and property owners within 300 feet of the property. Any interested person may appeal certain actions of the Zoning Administrator in accordance with Section 25.60.080. All appeals shall be submitted in writing, identifying the determination or action being appealed and specifically stating the basis or grounds of the appeal. Appeals shall be filed within 15 calendar days following the date of determination or action. The 15- day appeal period for this decision concludes November 8, 2024. Any concerns, comments, or appeals may be filed at: City of Palm Desert Development Service Department 73510 Fred Waring Drive Palm Desert, CA 92260 Hours: 8:00 a.m. to 5:00 p.m. Monday through Friday (closed on major holidays). You may contact Principal Planner, Carlos Flores at cflores@palmdesert.gov and/or at 760-776-6478. Sincerely, Carlos Flores CARLOS FLORES, AICP, ZONING ADMINISTRATOR 235 CONDITIONS OF APPROVAL CASE NO. AUP 24-0005 Development Services Department: 1. The use and operation shall conform substantially with approved exhibits on file with the Department of Development Services, except as modified by conditions herein. 2.The project site shall be developed and maintained in conformance with the approved plans and exhibits on file with the City. Any variation from the approved plans must be reviewed and approved by the Department of Development Services prior to building permit issuance and may require review and approval by the Zoning Administration, Planning Commission and/or City Council. 3.The Applicant agrees that in the event of any administrative, legal, or equitable action instituted by a third party challenging the validity of any of the procedures leading to the adoption of these Project Approvals for the Project, or the Project Approvals themselves, the Developer and City each shall have the right, in their sole discretion, to elect whether or not to defend such action. Developer, at its sole expense, shall defend, indemnify, and hold harmless the City (including its agents, officers, and employees) from any such action, claim, or proceeding with counsel chosen by the City, subject to the Developer’s approval of counsel, which shall not be unreasonably denied, and at the Developer’s sole expense. If the City is aware of such an action or proceeding, it shall promptly notify the Developer and cooperate in the defense. The Developer, upon such notification, shall deposit with City sufficient funds in the judgment of the City Finance Director to cover the expense of defending such action without any offset or claim against said deposit to assure that the City expends no City funds. If both Parties elect to defend, the Parties hereby agree to affirmatively cooperate in defending said action and to execute a joint defense and confidentiality agreement in order to share and protect the information under the joint defense privilege recognized under applicable law. As part of the cooperation in defending an action, City and Developer shall coordinate their defense in order to make the most efficient use of legal counsel and to share and protect information. Developer and City shall each have sole discretion to terminate its defense at any time. The City shall not settle any third- party litigation of Project Approvals without the Developer’s consent, which consent shall not be unreasonably withheld, conditioned, or delayed unless the Developer materially breaches this indemnification requirement. 4. The use and operation shall comply with the City of Palm Desert’s noise ordinances. 5.All signage shall comply with PDMC 25.56. Both temporary and permanent signs are to be approved by the Development Services Director. 236 6. The applicant shall install additional bicycle racks adjacent to the project site, to the satisfaction of the Planning division, prior to operation. 7.All exterior lighting shall be fully shielded and directed downwards and is subject to approval by the Development Services Department. Luminaries with total lamp lumens above 16,000 lumens shall not be used. 8.Operation of the roasting machinery shall not cause an impact to the general welfare, public health, or safety to any adjacent properties, employees, or customers. 9.This permit is non-transferable to any successor in interest. Any sale, re- assignment, or transfer shall render this permit null and void. 10. Should parking shortages or other parking-related issues arise, the Applicant shall institute appropriate operational mitigation measures. Proposed mitigation must be reviewed by the Development Services Development. 11. Any renovations to the floor plan attached shall require an amendment to this Administrative Use Permit. Expansion of the eating area will require a reexamination of the available parking and may require additional parking. 12. The Applicant shall comply with all applicable local, state and federal laws and regulations. 13. The Applicant shall not conduct any constriction in the interior or exterior without securing permit approval from the City’s building division. 14. The Applicant shall secure all necessary approvals from Riverside County for operations, including the County of Riverside Health Department. 15. City staff may conduct an inspection of the business at any time to ensure compliance with this Administrative Use Permit. 16. The Applicant shall print out the approval and conditions of approval to have on premises and available at all times. END OF CONDITIONS 237 238 239 240 241 242 243 244 Page 1 of 6 ARCHITECTURAL REVIEW COMMISSION CITY OF PALM DESERT STAFF REPORT MEETING DATE: October 14, 2025 PREPARED BY: Sijifredo Fernandez, Senior Planner SUBJECT: CONSIDERATION OF A REQUEST FOR APPROVAL OF A HEIGHT EXCEPTION TO PERMIT THE DEVELOPMENT OF A NEW SINGLE- FAMILY RESIDENCE LOCATED AT 47600 SILVER SPUR TRAIL RECOMMENDATION: Staff recommends that the Architectural Review Commission (ARC) determine that the findings required for approval have been met and approve the Residential Height Exception subject to the following conditions: 1. The single family home shall conform to the plans and elevations submitted and approved by ARC, including the maximum building height of 17 feet 6 inches measured from finished grade. 2. The maximum building height shall not exceed 17 feet 6 inches as approved. Any future increase in height shall require separate review and approval by ARC. 3. The exterior materials and color palette shall be consistent with the approved Desert Contemporary design, utilizing neutral earth tones. 4. The structure shall maintain all required setbacks and site design standards per the R-1 Residential Single Family zoning requirements, ensuring no encroachment on neighboring properties. BACKGROUND/ANALYSIS: Toni Ringlein of GHA (Applicant) is requesting approval of a single-family home height exception to allow the construction of a 4,119 square -foot single-family residence with a maximum height of 17 feet 6 inches measured from finished grade. The subject property is a vacant 0.31 -acre lot located at the northwest corner of Sun Corral Trail and Portola Avenue, within the R -1 Residential Single Family zoning district. On August 27, 2025, the City of Palm Desert received a building permit application for a new single-family residence with a proposed height of 19 feet 2 inches, which exceeded the base zoning height limit of 15 feet. With Architectural Review Commission (ARC) approval, the maximum allowable height can be increased to 18 feet. Subsequently, the applicant revised the design to reduce the maximum height from 19 feet 2 inches to 17 feet 6 inches to comply with the development standards. Project Description: A. Property Description 245 Architectural Review Commission City of Palm Desert (MISC25-0026 St. Jude Dream Home) Page 2 of 6 The subject property is a vacant 0.31 -acre lot located northwest corner of Sun Corral Trail and Portola Avenue, within the R-1 - Residential Single Family zoning district. B. Zoning, General Plan and Adjacent Uses Table 1 – Adjacent Land Use and Designations Existing Uses General Plan Zoning Project Site Multi-Tenant Retail Buildings R-1 - Residential Single Family North Residential and Commercial Office R-1 - Residential Single Family South Multifamily Residential Buildings P.R.-6 - Planned Residential East Existing Single Family R-1 - Residential Single Family West Vacant Lot R-1 - Residential Single Family 246 Architectural Review Commission City of Palm Desert (MISC25-0026 St. Jude Dream Home) Page 3 of 6 C. Project Description The applicant is requesting a height exception to allow the construction of a 4,119 square -foot single-family residence with a maximum height of 17 feet 6 inches measured from finished grade. The architectural style of the proposed home is best described a s Desert Contemporary. The structure incorporates a combination of flat rooflines and a pitched Spanish tile roof, blending contemporary forms with Spanish influences. The exterior is finished in a neutral color palette consisting of earth tones and natural textures. Pursuant to Section Table 25.10-3: Residential Zoning District Development Standards of the Palm Desert Municipal Code (PDMC), the maximum permitted height for structures within the R-1 zoning district is 15 feet. However, the Architectural Review Commission (ARC) is authorized to grant height exceptions allowing residences to reach a maximum height of up to 18 feet. Such exceptions are considered based on the design merit of the propose d home and its compatibility with the surrounding neighborhood character. Site Plan 247 Architectural Review Commission City of Palm Desert (MISC25-0026 St. Jude Dream Home) Page 4 of 6 Architecture 248 Architectural Review Commission City of Palm Desert (MISC25-0026 St. Jude Dream Home) Page 5 of 6 ANALYSIS: General Plan, Land Use, and Zoning The Project Site is an existing single-family residence zoned as Single-Family Residential District (R-1) and designated Conventional Suburban Neighborhood under the General Plan Land Use Element, which aims to provide low intensity neighborhood developmen t with a limited variety of housing choices (Chapter 3-8, General Plan). ZONING ANALYSIS The Project is subject to the following findings from PDMC § 25.68.040, as summarized below: 1. That the proposed development conforms to any legally adopted develop ment standards. Complies: The proposed development conforms to all legally adopted development standards provisions set forth by the Palm Desert Municipal Code (PDMC) for Single- Family Residential District (R-1), including regulations for setbacks, allowable residential uses, and design requirements, as outlined in the Zoning Analysis above. 2. 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 im pair 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. Complies: The proposed development is consistent with the surrounding residential character and is not expected to impact on the desirability of the neighborhood. It maintains required setbacks and does not introduce traffic hazards or congestion. The project will not interfere with the use or enjoyment of neighboring properties. 3. 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. 249 Architectural Review Commission City of Palm Desert (MISC25-0026 St. Jude Dream Home) Page 6 of 6 Complies: The proposed height exception has been evaluated in the context of the surrounding neighborhood and is found to be consistent with the existing character and development pattern in the area. The design minimizes visual impacts through thoughtful massing, roof articulation, and setbacks. Therefore, the proposed development is not detrimental to the harmonious, orderly, and attractive development envisioned by the City’s Zoning Code and General Plan. 4. 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. Complies: The proposed development includes a design that incorporates quality materials, appropriate textures, and a neutral color palette that is compatible with the surrounding neighborhood. The location and orientation of the structure are consistent with adjacent properties, and the additional height has been designed to maintain appropriate scale and proportion. 5. That the proposed use conforms to all the requirements of the zone in which it is located and all other applicable requirements. Complies: The proposed use conforms to all land use and development requirements of the R-1 zoning district set forth by the Palm Desert Municipal Code. This includes full conformance to regulations for setbacks, allowable residential uses, and design requirements. 6. That the overall development of the land shall be designed to ensure the protection of the public health, safety, and general welfare. Complies: The proposed single family home has been designed in accordance with applicable regulations and standards intended to protect public health, safety, and general welfare. The project will be subject to all required reviews and permitting processes to ensure compliance with building, zoning, and safety codes. No evidence has been presented indicating that the height exception would result in conditions detrimental to the community. No adverse impacts to public infrastructure, emergency access, or surrounding properties are anticipated. ATTACHMENTS: 1. Plan Set 2. Landscaping Plans 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 Advisory Body Name:Architectural Review Commission (ARC) Prepared By:Monique Lomeli Report Date:October 8, 2025 PD Municipal Code 2.34.100: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. Member Name Status 22-Oct 12-Nov 26-Nov 10-Dec 24-Dec 14-Jan 28-Jan 11-Feb 25-Feb 11-Mar 25-Mar 8-Apr 22-Apr 13-May 27-May 10-Jun 25-Jun 8-Jul 22-Jul 12-Aug 26-Aug 9-Sep Excused Count Unexcused Count Total Absences Blakeley, James Edward Active P P NM P NM NM P P NM P P P NM P P NM P NM NM P P P 0 0 0 Colvard, Dean Wallace Active P P NM P NM NM P P NM P P P NM P P NM P NM NM P P P 0 0 0 Gregory, Geoff Active NM NM P E P 0 0 0 Latkovic, Nicholas Active P P NM E NM NM P P NM P E E NM P P NM P NM NM E P P 3 0 3 McIntosh, James Active E E NM P NM NM E P NM P P E NM P P NM P NM NM P P P 4 0 4 Sanchez, Francisco Active P P NM P NM NM P P NM P P P NM P P NM P NM NM P P P 0 0 0 Vuksic, John Active P P NM P NM NM P P NM P P E NM P E NM P NM NM P P P 2 0 2 P - Present E - Excused A - Absent/Unexcused R - Remote NM - No Meeting 2025 285