HomeMy WebLinkAbout2024-09-24 ARC Regular Meeting Agenda Packet
ARCHITECTURAL REVIEW COMMISSION
CITY OF PALM DESERT
MEETING AGENDA
Tuesday, September 24, 2024
12:30 p.m.
Development Services Conference Room, City Hall
73-510 Fred Waring Drive
Palm Desert, CA 92260
Pursuant to Assembly Bill 2449, this meeting may be conducted as a hybrid meeting allowing public
access via teleconference or in person, and up to two Commissioners may attend remotely.
To participate via Zoom, use the following link: https://palmdesert.zoom.us/j/83648797515 or
call (213) 338-8477, Zoom Meeting ID: 836 4879 7515
•
Written public comment may also be submitted to planning@palmdesert.gov. E-mails
received by 9:30 a.m. prior to the meeting will be distributed to the Commission. Any
correspondence received during or after the meeting will be distributed to the Commission as
soon as practicable and retained for the official record. Emails will not be read aloud except
as an ADA accommodation.
•
Pages
1.CALL TO ORDER
2.ROLL CALL
3.NON-AGENDA PUBLIC COMMENT
This time has been set aside for the public to address the Architectural Review
Commission on issues that are not on the agenda for up to three minutes.
Speakers may utilize one of the three options listed on the first page of the
agenda. Because the Brown Act does not allow the Architectural Review
Commission to act on items not listed on the agenda, members may briefly
respond or refer the matter to staff for a report and recommendation at a future
meeting.
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
Calendar within the three-minute time limit. Individual items may be removed by
the Architectural Review Commission for a separate discussion.
RECOMMENDATION:
Approve the consent calendar as presented.
4.a APPROVAL OF MINUTES 5
RECOMMENDATION:
Approve the Minutes of August 27, 2024.
5.CONSENT ITEMS HELD OVER
6.ACTION CALENDAR
The public may comment on individual Action Items within the three-minute time
limit. Speakers may utilize one of the three options listed on the first page of the
agenda.
6.a CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A FAÇADE
RENOVATION TO AN EXISTING SPA BUILDING FOR THE BIGHORN
DEVELOPMENT AT 256 PALOWET DRIVE
9
RECOMMENDATION:
Staff recommends the Architectural Review Commission find the project
satisfies all findings for design review approval and approves the project as
presented.
7.REPORTS & REMARKS
7.a ARCHITECTURAL REVIEW COMMISSIONERS
7.b CITY STAFF
7.c ATTENDANCE REPORT 89
8.ADJOURNMENT
The next Regular Meeting will be held on October 8, 2024, at 12:30 p.m.
Architectural Review Commission Meeting
2
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/ Melinda Gonzalez
Executive Administrative Assistant
Architectural Review Commission Meeting
3
4
ARCHITECTURAL REVIEW COMMISSION
CITY OF PALM DESERT
REGULAR MEETING MINUTES
August 27, 2024, 12:30 p.m.
Present: Commissioner James Blakeley, Commissioner Dean Wallace
Colvard, Commissioner Nicholas Latkovic, Commissioner Michael
McAuliffe, Commissioner Francisco Sanchez
Absent: Commissioner James McIntosh, Chair John Vuksic
Staff Present: Principal Planner Carlos Flores, Principal Planner Nick Melloni,
Associate Planner Kenny Taylor, Recording Secretary Melinda
Gonzalez
1. CALL TO ORDER
A Regular Meeting of the Architectural Review Commission (ARC) was called to order by
Commissioner McAuliffe on August 27, 2024, 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. NON-AGENDA PUBLIC COMMENT
Commissioner McAuliffe opened and closed the public comment period for Non-Agenda
public comment. No public comments were provided.
4. CONSENT CALENDAR
The Consent Calendar was approved as presented.
Motion by: Commissioner Colvard
Seconded by: Commissioner Blakeley
Motion Carried (5 to 0)
4.a APPROVAL OF MINUTES
The Architectural Review Commission regular meeting minutes of July 23, 2024,
were approved as presented.
Motion by: Commissioner Colvard
Seconded by: Commissioner Blakeley
Motion Carried (5 to 0)
5
Architectural Review Commission Minutes
August 27, 2024
2
5. CONSENT ITEMS HELD OVER
None
6. ACTION CALENDAR
6.a CONSIDERATION FOR APPROVAL OF A DESIGN REVIEW FOR A FAÇADE
RENOVATION AND ARCHITECTURAL IMPROVEMENTS FOR A NEW
JEWELRY STORE HOPE DIAMONDS & COMPANY AT 72990 HIGHWAY 111
(CONTINUED FROM MAY 14, 2024)
Associate Planner, Kenny Taylor, narrated a PowerPoint presentation on the item
and responded to Commission inquiries. German Santamaria, Applicant, Jimmy
Ozasi, Business Owner, and Frank Figueroa, Construction Manager, were present.
Commissioner McAuliffe opened the public comment period and invited the
applicant to speak. Jimmy Ozasi, Business Owner, stated he had no additional
comments to provide to staff's presentation. Mr. Ozasi and Mr. Figueroa answered
questions from the Commission.
With no other members of the public wishing to comment, Commissioner McAuliffe
closed the public comment period. Discussion on the item ensued with
Commissioners providing comments for the project.
Motion by: Commissioner Latkovic
Seconded by: Commissioner Blakeley
Following discussion, motion carried to approve Case No. MISC24-0002 as
presented with the following conditions:
1. Gold band trim shall be an anodized surface; staff to review and approve
material.
2. Shadow boxes shall have covers which are fade resistant.
3. All equipment shall be adequately screened, consistent with Palm Desert
Municipal Code Section 25.40.090.
Motion Carried (5 to 0)
6.b CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A
FAÇADE MODIFICATION TO AN EXISTING COMMERCIAL STOREFRONT
FOR SHIRAZ RUG COMPANY LOCATED AT 74-220 HIGHWAY 111
Principal Planner, Carlos Flores, narrated a PowerPoint presentation on the item
and responded to Commission inquiries.
Commissioner Latkovic opened the public comment. With no members of the
public wishing to comment, Commissioner Latkovic closed the public comment
period. Discussion on the item ensued with Commissioners providing comments
for the project.
Motion by: Commissioner Colvard
Seconded by: Commissioner Blakeley
6
Architectural Review Commission Minutes
August 27, 2024
3
Following discussion, motion carried to approve Case No. MISC24-0012 as
presented.
RECUSED (1): Commissioner McAuliffe
Motion Carried (4 to 0)
7. REPORTS & REMARKS
7.a ARCHITECTURAL REVIEW COMMISSIONERS
In response to Commissioner comments regarding the policy for remote
participation Recording Secretary Gonzalez advised when a commissioner
requests to participate remotely and the reason does not fall under certain
circumstances, adherence to Brown Act requirements for teleconferencing are
mandatory. Recording Secretary Gonzalez stated the memo from City Clerk
outlining the requirements would be resent to Commissioners to remind them of
the protocols for remote participation.
7.b CITY STAFF
Principal Planner Melloni provided the following updates.
• As requested by the Commission, staff followed up on the carports installed
for the Millennium Apartments project. As observed by commissioners, the
carports are taller and increased in size from the originally approved design.
The carports were revised to be solar carports, resulting in the need to
increase the size, number of carports, and increase the height to comply
with fire clearance requirements. These revisions were approved by staff
under the Solar Rights Act. Additional information on the Solar Rights Act
was provided.
• Clarion and Associates was awarded the contact for consultation services
for the unified development code update which will comprehensively update
the Zoning, Grading, and Subdivision ordinances as well as any other
codes that are applicable to development. Kick-off meetings are scheduled
for September 10, 2024, and September 12, 2024. A study session will be
held with the City Council on September 26, 2024. An invite to participate
in a survey to provide input will be emailed to ARC commissioners.
• Staff is working on an amendment to the University Neighborhood Specific
Plan (UNSP) primarily for the land use planning for the remaining 170 acres
at the corner of Portola Avenue and Frank Sinatra. Planning staff will
conduct a community engagement meeting for September 19, 2024, to
discuss the planning portion of the UNSP. A follow up meeting will be
conducted by the Public Works department which will focus on the 40-acre
regional park and other open spaces within the UNSP.
Principal Planner Flores reported at the last Planning Commission meeting Wildest
Restaurant Outdoor Patio Expansion project was approved. The Planning
7
Architectural Review Commission Minutes
August 27, 2024
4
Commission also approved a recommendation of approval to the City Council for
the Upper Way West project; it will go to City Council for approval in October.
7.c ATTENDANCE REPORT
The attendance report was provided with the agenda materials. The Commission
took no action on this matter.
8. ADJOURNMENT
The Architectural Review Commission adjourned at 1:30 p.m.
Respectfully submitted,
____________________________________________
Melinda Gonzalez, Executive Administrative Assistant
Recording Secretary
ATTEST:
____________________________________________
Carlos Flores, Principal Planner
Secretary
APPROVED BY ARC: __/__/2024
8
Page 1 of 5
ARCHITECTURAL REVIEW COMMISSION
CITY OF PALM DESERT
STAFF REPORT
MEETING DATE: September 24, 2024
PREPARED BY: Carlos Flores, AICP, Principal Planner
SUBJECT: CONSIDERATION TO APPROVE A DESIGN REVIEW FOR A FAÇADE
RENOVATION TO AN EXISTING SPA BUILDING FOR THE BIGHORN
DEVELOPMENT AT 256 PALOWET DRIVE
RECOMMENDATION:
Staff recommends the Architectural Review Commission find the project satisfies all findings for
design review approval and approves the project as presented.
BACKGROUND/ANALYSIS:
Executive Summary:
Case No.: Design Review 24-0008
The Applicant (KHA Architects) on behalf of the property owner (Bighorn Golf Club) is requesting
design review approval for a remodel and addition to an existing Spa and Wellness Center facility
(Spa) located at 256 Palowet Drive (Project Site) for the existing Bighorn residential development
(Bighorn).
On January 12, 1989, the Palm Desert City Council adopted Ordinance No. 564 which approved
the “Villages of Bella Vista” master plan (Master Plan): an approximately 675-acre master
planned residential development including over 1,000 residential units of various types, open
space, golf course, sports courts, clubhouse, and amenities buildings, located at the southern
edge of the City of Palm Desert city limits, to the west of Highway 74. Subsequent to approval,
the development was constructed and re-named Bighorn. In 2001, the Spa was constructed as
a complimentary building to the main Bighorn clubhouse building, consistent with the originally
approved Master Plan.
Project Summary:
A. Property Description
The project site (Site) includes the existing two-story, 14,815 square foot (sf) Spa building, that
is surrounded by existing amenities (sport courts, buildings, clubhouse, and parking) for the
Bighorn development. The site is located on Palowet Drive, just west of Highway 74.
9
Architectural Review Commission
City of Palm Desert
Bighorn Spa Renovation
Page 2 of 5
Exhibit 1 – Site Plan
B. Zoning, General Plan and Adjacent Uses
Table 1 – Adjacent Land Use and Land Use Designations
Location Existing Use General Plan Zoning
Project Site Existing Residential Golf Course & Resort
Neighborhood
Planned Residential (PR) - 5
North Existing Residential Golf Course & Resort
Neighborhood
Planned Residential (PR) - 5
South Existing Residential Golf Course & Resort
Neighborhood
Planned Residential (PR) - 5
East Existing Residential Golf Course & Resort
Neighborhood
Planned Residential (PR) - 5
West Existing Residential Golf Course & Resort
Neighborhood
Planned Residential (PR) - 5
C. Project Description
The Applicant is proposing an exterior and interior renovation to the existing Spa to do the
following:
- Remodel and add to the first and second story of the Spa
- Enclose existing outdoor courtyard in the middle of building
- Extend front entry to add a vertical circulation to 2nd story
- Interior renovations
The renovation would increase the building square footage by 10,718 sf, from 14,815 sf to
25,533 sf, which includes the addition of 7,655 sf on the second story. The renovation occurs on
the front half of the building, facing the existing parking lot. The project adds new fitness related
areas, laundry, and accessory related uses.
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Architectural Review Commission
City of Palm Desert
Bighorn Spa Renovation
Page 3 of 5
Site Plan
The Spa site plan is being revised to bring the building closer to the parking lot, including a
revised roof that overhangs the entry way (Attachment 1, Sheet A.02). T he existing frontage is
being revised with a new curb, new hardscape, and new landscaped planter area. The
landscaping within the new landscaped area would include the currently installed and approved
desert landscaping palette, including Yucca rostrata, agave, barrel cactus, ocotillo, Madagascar
palm, sage, fairy duster, bougainvillea, and lantana. There are no revisions to the parking lot as
part of this project.
Architecture
The proposed renovation to the Spa continues the existing contemporary architecture of the
Spa. The entry way will be characterized with a new standing seam, snap -on batten roofing
system with a medium bronze finish. The roof includes a central “faux crown” detail with
decorative vertical caps. The rest of the renovation will utilize colors and materials that match
the existing Spa, including smooth hand troweled finished stucco walls, “Travertine” stone
veneer, and medium bronze finished metal panels, flas hing, columns, and eaves. Outdoor areas
would include glass railings.
Exhibit 2 - Renderings
Zoning Ordinance Summary:
The subject property is zoned Planned Residential, and is within an approved Master Plan, which
allows this building as a permitted use. The project, including the additions, meets all the
development standards of the original master plan development standards.
Findings
Revisions to facades are subject to review and approval of a design review by the Architectural
Review Commission (ARC) pursuant to Palm Desert Municipal Code (PDMC) Section 25.68.020
(A)(1). Findings for ARC decisions of design review applications are listed under Palm Desert
PDMC Section 25.68.040 as follows:
11
Architectural Review Commission
City of Palm Desert
Bighorn Spa Renovation
Page 4 of 5
A. That the proposed development conforms to any legally a dopted development standards.
The proposed project is in conformance with the legally adopted development standards
set forth through Ordinance 564. The proposed modifications comply with all applicable
development standards, including height and setbacks. The proposed project will not
create non-conforming conditions for this existing development. The proposed building
incorporates a contemporary design with varying wall and roof planes, aluminum
architectural elements, desert contemporary color palette, and a uniform look to match
the existing Bighorn buildings.
B. That the design and location of the proposed development and its relationship to
neighboring existing or proposed developments and traffic is such that it will not impair
the desirability of investment or occupation in the neighborhood; and that it will not
unreasonably interfere with the use and enjoyment of neighboring existing or proposed
developments and that it will not create traffic hazards or congestion.
The proposed design is compatible with surrounding developments and will not create
additional traffic which would impair investment in the neighborhood. The proposed use
is an existing spa building for existing residents and therefore, a substantial increase in
traffic generation is not anticipated.
C. That the design and location of the proposed development is in keeping with the character
of the surrounding neighborhood and is not detrimental to the harmonious, orderly, and
attractive development contemplated by this title and the General Plan of the City.
The proposed façade is compatible with the development pattern within Bighorn. This is
an existing building surrounded by existing amenity buildings, including a clubhouse, and
keeps in character with the existing Bighorn development.
D. That the design and location of the proposed development would provide a desirable
environment for its occupants, as well as for its neighbors, and that it is aesthetically of
good composition, materials, textures, and colors.
The proposed project utilizes a good composition of new materials, textures, and colors
for quality visual aesthetics, enhancing the front entries with consideration of the
compatibility to the existing building. The design and materials and colors match the
existing and surrounding Bighorn development buildings.
E. That the proposed use conforms to all the requirements of the zone in which it is located
and all other applicable requirements.
The proposed project conforms with legally adopted development standards set forth by
the Planned Residential zone and master plan approved via Ordinance 564. As proposed,
there are no substantial changes which would impact the site or its surroundings and it is
consistent with the master plan, Title 25 Zoning Code, and General Plan regulations.
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Architectural Review Commission
City of Palm Desert
Bighorn Spa Renovation
Page 5 of 5
F. That the overall development of the land shall be designed to ensure the protection of
public health, safety, and general welfare.
The proposed project does not alter existing parking areas, site access, nor the original
site layout. The site plan has been reviewed to confirm the design provides protection for
the public’s health, safety, and general welfare.
ATTACHMENTS:
1. Project Plans
2. Color Board
3. Renderings
4. Existing Site Photographs (Reference Only)
13
14
GSPublisherVersion 1590.42.42.100
1
SCALE: AS NOTED
Q.C.DATE: 9/12/24PR OJECTINFORMATION
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTBIGHORN SPA & WELLNESSCENTER ADDITION256 PALOWET DRIVEPALM DESERT, CA 92260INST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #T 1.1CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068BIGHORN SPA & WELLNESSCENTER ADDITION256 PALOWET DRIVEPALM DESERT, CA 92260VICINITY MAP
BIGHORN SPA & WELLNESS CENTER ADDITION
256 PALOWET DRIVE
PALM DESERT, CA 92260
GENERAL NOTES SHEET INDEX
HERS INSPECTION PROGRAM
1 ALL CONTRACTORS SHALL SUBMIT CERTIFICATE OF WORKMEN’S COMPENSATION INSURANCE COVERAGE PRIOR TO
THE ISSUANCE OF A BUILDING PERMIT PER CALIFORNIA LABOR CODE, SECTION 3700.
2 ALL CONSTRUCTION SHALL BE COMPLETED IN A CRAFTSMAN LIKE MANNER.
3 SEE SPECIFICATIONS FOR MATERIALS AND STANDARDS.
4 CONTRACTOR SHALL FAMILIARIZE THEMSELVES WITH THE PLANS AND SPECIFICATIONS AS WELL AS CURRENT SITE
CONDITIONS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT.
5 ANY CHANGES REQUIRED TO BE MADE TO THESE PLANS OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION
OF THE ARCHITECT. ANY CHANGES MADE WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT SHALL NOT BE THE
RESPONSIBILITY OF THE ARCHITECT.
6 DRAWINGS AND SPECIFICATIONS ARE PROPERTY OF THE ARCHITECT AND ARE COPYRIGHTED FOR HER USE UNLESS
AUTHORIZATION IS GIVEN TO THE OWNER IN WRITING.
7 ALL CONTRACTORS SHALL HAVE A CURRENT VALID CITY OF PALM DESERT BUSINESS LICENSE PRIOR TO PERMIT ISSUANCE
PER PDMC TITLE 5.
8 CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN-UP OF ALL BUILDING
MATERIALS. PALM DESERT ORDINANCE NO. 262.
9 APPROVED TEMPORARY SANITARY FACILITIES (I.E. CHEMICAL TOILETS) SHALL BE ON THE CONSTRUCTION SITE PRIOR TO
REQUEST FOR FIRST INSPECTION. HEALTH & SAFETY CODE, SECTION 5416.
10 STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT IS ISSUED.
ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSION OF THE
OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED IN A CLEAR CONDITION AT
ALL TIMES. PDMC, CHAPTER 8.02.
11 GENERAL CONTRACTORS AND/OR OWNER-BUILDERS SHALL COMPLETE AND SUBMIT A CONTRACTOR’S SUB LIST TO THE
BUSINESS SUPPORT CENTER PRIOR TO REQUEST FOR FINAL INSPECTION PER PALM DESERT ORDINANCE NO. 60.
ABSOLUTELY NO SUB LISTS WILL BE ACCEPTED UNLESS ALL REQUIRED INFORMATION IS PROVIDED ON THE APPROPRIATE
FORM.
12 ADDRESS NUMERALS SHALL COMPLY WITH PALM DESERT ORDINANCE NO. 1351. YOU MAY REQUEST A COPY OF THE
ORDINANCE AT THE BUILDING DEPARTMENT.
13 LANDSCAPING SHALL BE INSTALLED PRIOR TO REQUEST OF FINAL INSPECTION.
14 SITE WALLS, RETAINING WALLS, TRASH ENCLOSURES, CARPORTS, SITE LIGHTING, TEMPORARY POWER POLES,
EMERGENCY GENERATORS, GREASE INTERCEPTORS AND SPRAY BOOTHS REQUIRE SEPARATE SUBMITTALS, APPROVALS
AND PERMITS. THESE ITEMS MAY BE ON THE PLANS BUT ARE NOT PART OF THE BUILDING APPROVAL.
15 UPON COMPLETION OF THE INSTALLATION OF INSULATION, A CARD CERTIFYING THAT THE INSULATION HAS BEEN
INSTALLED IN CONFORMANCE WITH THE REQUIREMENTS OF THESE REGULATIONS SHALL BE COMPLETED BY THE
INSULATION APPLICATOR AND BY THE BUILDER. THIS INSULATION CARD SHALL BE POSTED AT A CONSPICUOUS
LOCATION WITHIN THE DWELLING.
16 ALL 'OR EQUAL' SUBSTITUTIONS MUST BE SUBMITTED TO, AND APPROVED BY THE BUILDING OFFICIAL PRIOR TO
INSTALLATION OF THE ITEM.
17 ALL GLAZING SHALL HAVE A TEMPORARY LABEL ON THE PRODUCT UNTIL THE FIELD INSPECTOR HAS INSPECTED IT.
18 REFER TO STRUCTURAL DRAWINGS, FOR SPECIAL INSPECTIONS REQUIRED.
19 CONTRACTOR TO SUBMIT STEEL SHOP DRAWINGS TO THE ARCHITECT AND ENGINEER FOR REVIEW AND APPROVAL
PRIOR TO ORDERING.
20 PROVIDE DESIGN BUILD SPRINKLER SYSTEM THROUGHOUT AS REQUIRED BY CODE. ALL SYSTEM COMPONENTS WHICH
WILL BE VISIBLE AT PROJECT COMPLETION TO BE REVIEWED & APPROVED BY ARCHITECT PRIOR TO INSTALL.
21 PRIOR TO REQUESTING A FOUNDATION INSPECTION, THE OWNER'S ENGINEER SHALL FIELD VERIFY THE BUILDING PAD
HEIGHT AND TOP OF FORM HEIGHT, AS COMPLYING WITH THE APPROVED GRADING PLAN PER PALM DESERT
MUNICIPAL CODE, CHAPTER 27.12.190.
22 ALL HVAC EQUIPMENT SHALL BE APPROVED PRIOR TO INSTALLATION BY NATIONALLY RECOGNIZED STANDARDS AND
EVIDENCED BY THE LISTING AND LABEL OF AN APPROVED AGENCY. CMC 302.1
23 THE CITY BUILDING INSPECTOR HAS THE AUTHORITY TO REQUEST FULLY REVISED PLAN SHEETS WITH ALL FIELD
CHANGES CLOUDED WITH DELTAS TO BE SUBMITTED FOR CITY PLAN REVIEW WHEN HE/SHE DETERMINES THE NUMBER
OF FIELD REVISIONS WARRANT SUCH A REQUEST.
24 THE CITY OF PALM DESERT PERMITS DEFERRED TRUSS SUBMITTALS. HOWEVER, TRUSS SHOP DRAWINGS NEED TO BE
REVIEWED AND APPROVED PRIOR TO REQUESTING A FOUNDATION / FOOTING INSPECTION. NO EXCEPTIONS.
25 PRIOR TO REQUESTING A FINAL INSPECTION, ALL ORIGINALS, REVISIONS, OR AS-BUILT DRAWINGS/SPECIFICATIONS
SHALL BE REVIEWED AND APPROVED BY THE LICENSED DESIGN PROFESSIONAL FOR COMPLIANCE OF THE APPROVED
SET. THE PLANS ARE REQUIRED TO BE SCANNED IN "PDF" FORMAT AND SUBMITTED TO THE CITY OF PALM DESERT
DEPARTMENT OF BUILDING AND SAFETY FOR DIGITAL ARCHIVING PURPOSES. REVISIONS OR AS-BUILTS WILL NOT BE
REVIEWED AT THE TIME OF FINAL INSPECTION AND MUST BE DONE PRIOR TO SCHEDULING.
26 27.12.190 TOP OF FORM HEIGHT AND HORIZONTAL LOCATION CERTIFICATION.
NO INSPECTION OR APPROVAL ON THE BUILDING OR STRUCTURES FOUNDATIONS SYSTEMS SHALL BE GIVEN BY THE
BUILDING OFFICIAL UNTILL THE CITY ENGINEER HAS RECEIVED, REVIEWED AND APPROVED A CERTIFICATION THAT THE
PROPOSED TOP OF FORM HEIGHT AND HORIZONTAL LOCATION CONFORM TO THE APPROVED GRADING PLAN. THE
REQUIRED TOP OF FORM HEIGHT AND HORIZONTAL LOCATION CERTIFICATIONS SHALL BE PREPARED AND SUBMITTED
BY A LICENSED LAND SURVEYOR OR CIVIL ENGINEER. (ORD. 1061 § 2 (EXHIBIT A), 2004: ORD. 514 § 2 (PART), 1987: ORD.
465 § 2 (PART), 1986)
27 STEEL FABRICATOR AND TRUSS MANUFACTURER SHALL FURNISH THE ENGINEER AND ARCHITECT W/ A 3D MODEL
(DWG, IFC OR SKETCHUP FILE) FOR INSERTION INTO ARCHITECTURAL ENVELOPE FOR DETERMINATION OF
COMPLIANCE. SHOP DRAWINGS WILL NOT BE REVIEWED/APPROVED UNTIL PROVIDED.
A SUMMARY OF THE FEATURES THAT MUST BE FIELD-VERIFIED BY A CERTIFIED HERS RATER AS A CONDITION
FOR MEETING THE MODELED ENERGY PERFORMANCE FOR TITLE 24 ANALYSIS. SEE T-24 REPORT ON SHEETS 2.
T1.1 TITLE SHEET
T1.6 CODE REVIEW
A0.1 DEMO SITE PLAN
A0.2 SITE PLAN & SITE SECTION
A1.0 DEMO FLOOR PLAN
A2.1 NOTED FIRST FLOOR PLAN
A2.2 NOTED SECOND FLOOR PLAN
A5.0 DEMO ROOF PLAN
A5.1 ROOF PLAN
A6.1 EXTERIOR ELEVATIONS
A6.2 EXTERIOR ELEVATIONS
A7.1 BUILDING SECTIONS
A7.2 BUILDING SECTIONS
A7.3 BUILDING SECTIONS
A7.4 BUILDING SECTIONS
A9.0 TYPICAL EXTERIOR DETALS
A9.1 TYPICAL ROOF DETALS
A9.2 TYPICAL DOOR & WINDOW DETAILS
CONSTRUCTION HOURS:
OCTOBER 1 - APRIL 30
MONDAY - FRIDAY 7 AM - 5:30 PM
SATURDAY 8 AM - 5:00 PM
SUNDAY NOT ALLOWED
GOV. HOLIDAYS NOT ALLOWED
MAY 1 - SEPTEMBER 30
MONDAY - FRIDAY 5:30 AM - 7:00 PM
SATURDAY 8 AM - 5:00 PM
SUNDAY NOT ALLOWED
GOV. HOLIDAYS NOT ALLOWED
VIOLATION OF THE ABOVE WORK HOURS IS A
CITABLE OFFENSE UNDER PALM DESERT
MUNICIPAL CODE SECTION 9.24.070.
CONSTRUCTION INFO.PROJECT INFORMATION
TRACT:
TYPE OF CONSTRUCTION:
APN:
TYPE V B
BUSINESS* (A-3 & M)
PR (PLANNED RESIDENTIAL/GOLF COURSE)ZONING:
LOT:
OCCUPANCY:
37023
771-340-008
AREA TABULATIONS:
SPRINKLERED
THE SQUARE FOOTAGE IS MEASURED AND CALCULATED TO THE
OUTSIDE FACE OF EXTERIOR ENCLOSING WALLS IN ACCORDANCE
TO ANSI Z765-2003. THE CALCULATIONS WERE MADE BASED ON
PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED
SQUARE FOOTAGE OF THE HOUSE AS BUILT.
BUILDING-LEVEL VERIFICATIONS:
COOLING SYSTEM VERIFICATIONS:
HVAC DISTRIBUTION SYSTEM VERIFICATIONS:
DOMESTIC HOT WATER SYSTEM VERIFICATIONS:
OPP. OPPOSITE
PCST. PRECAST
PL. PLATE
P. LAM. PLASTIC LAMINATE
PLAS. PLASTER
PLYWD. PLYWOOD
PR. PAIR
PT. POINT
PTN. PARTITION
R. RISER
RAD. RADIUS
R.D. ROOF DRAIN
REF. REFERENCE
REFR. REFRIGERATOR
REINF. REINFORCE
REQ. REQUIRE
RES. RESILIENT
RGST. REGISTER
RM. ROOM
R.O. ROUGH OPENING
RWD. REDWOOD
S. SOUTH
S.C. SOLID CORE
SHED. SCHEDULE
S.D. SOAP DISPENSER
SECT. SECTION
SH. SHELF
SHWR. SHOWER
SHT. SHEET
SIM. SIMILAR
SPEC. SPECIFICATIONS
SQ. SQUARE
SST. STAINLESS STEEL
STAT. STATION
STD. STANDARD
STL. STEEL
STOR. STORAGE
STRL. STRUCTURAL
SUSP. SUSPENDED
SYM. SYMMETRICAL
T.B. TOWEL BAR
TEL. TELEPHONE
T&G TONGUE & GROOVE
THK. THICK
T.O.C. TOP OF CHIMNEY
T.O.P. TOP OF PARAPET
T.O.R. TOP OF ROOF
T.O.S. TOP OF SHEATHING
TR. TREAD
TV TELEVISION
T.W. TOP OF WALL
TYP. TYPICAL
UNFIN. UNFINISHED
U.O.N. UNLESS OTHERWISE NTD.
VERT. VERTICAL
VEST. VESTIBULE
W. WEST
W/ WITH
W.C. WATER CLOSET
WD. WOOD
W/O WITHOUT
WP. WATERPROOF
W.R.B. WEATHER RESISTIVE BARRIER
WT. WEIGHT
ABBREVIATIONS
CLR. CLEAR
COL. COLUMN
CONN. CONNECTION
CONC. CONCRETE
CONST. CONSTRUCTION
CONT. CONTINUOUS
CORR. CORRIDOR
CNTR. COUNTER
CTR. CENTER
CTSK. COUNTERSUNK
DBL. DOUBLE
DEPT. DEPARTMENT
DET. DETAIL
D.F. DRINKING FOUNTAIN
DIA. DIAMETER
DIM. DIMENSION
DISP. DISPENSER
DN. DOWN
DR. DOOR
D.S. DOWN SPOUT
DWG. DRAWING
DWR. DRAWER
E. EAST
EA. EACH
E.J. EXPANSION JOINT
EL. ELEVATION
ELEC. ELECTRICAL
ELEV. ELEVATOR
ENCL. ENCLOSURE
E.P. ELECTRICAL PANEL
EQ. EQUAL
EQPT. EQUIPMENT
EXP. EXPANSION
EXSTG. EXISTING
EXT. EXTERIOR
F.A. FIRE ALARM
F.D. FLOOR DRAIN
F.E. FIRE EXTINGUISHER
FIN. FINISH
FLR. FLOOR
FLASH. FLASHING
FLUOR. FLUORESCENT
FND. FOUNDATION
F.O.C. FACE OF CURB
F.O.S. FACE OF STUD
FRPF. FIREPROOF
F.S. FINISH SLAB
FT. FOOT OR FEET
FTG. FOOTING
FURR. FURRING
FUT. FUTURE
GA. GAUGE
GALV. GALVANIZED
GL. GLASS
GLB. GLUELAM BEAM
GND. GROUND
GR. GRADE
GYP. GYPSUM
H.B. HOSE BIBB
H.C. HOLLOW CORE
HDWD. HARDWOOD
HDWR. HARDWARE
HGT. HEIGHT
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
L ANGLE
CL CENTERLINE
Ø DIAMETER OR ROUND
# NUMBER OR POUND
(E) EXISTING
ACOUS. ACOUSTICAL
A.D. AREA DRAIN
ADJ. ADJACENT
AGGR. AGGREGATE
AL. ALUMINUM
APPR. APPROXIMATE
ARCH. ARCHITECTURAL
ASB. ASBESTOS
ASPH. ASPHALT
BD. BOARD
BITUM. BITUMINOUS
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BM. BEAM
BOT. BOTTOM
BRD. BOARD
CAB. CABINET
C.B. CATCH BASIN
CEM. CEMENT
C.I. CAST IRON
CLG. CEILING
CLKG. CAULKING
CLO. CLOSET
I.D. INSIDE DIAMETER
INSUL. INSULATION
INT. INTERIOR
JAN. JANITOR
JT. JOINT
KIT. KITCHEN
LAM. LAMINATE
LAV. LAVATORY
LCKR. LOCKER
LT. LIGHT
MAX. MAXIMUM
M.C. MEDICINE CABINET
MECH. MECHANICAL
MEM. MEMBRANE
MET. METAL
MFR. MANUFACTURER
MIN. MINIMUM
MIR. MIRROR
MISC. MISCELLANEOUS
MTD. MOUNTED
MUL. MULLION
N. NORTH
N.I.C. NOT IN CONTRACT
NO. OR # NUMBER
NOM. NOMINAL
N.T.S. NOT TO SCALE
O.A. OVER ALL
OBS. OBSCURE
O.C. ON CENTER
OFF. OFFICE
OPNG. OPENINGSYMBOLS LEGEND
FIRE PROTECTION:
AGENCY REGUL ATIONS
1 CONTRACTOR MUST COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING
JURISDICTION AND SHALL CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL
CONSTRUCTION, SAFETY AND SANITARY LAWS, CODES, STATUTES AND ORDINANCES, ALL FEES,
TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION AND THE FILING OF ALL
WORK WITH GOVERNMENTAL AGENCIES SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR.
2 ALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CODES AND CURRENT
AMENDMENTS AND MODIFICATIONS INCLUDING ALL LOCAL CODES AND ORDINANCES
WHETHER OR NOT SPECIFICALLY SHOWN IN THESE DRAWINGS AND SPECIFICATIONS:
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE CEC)
2022 CALIFORNIA ENERGY CODE (CENC)
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
2022 CALIFORNIA GREEN BUILDINGS STANDARDS CODE (CAL GREEN)
CITY OF PALM DESERT ORDINANCES
EXISTING WALLS TO
REMAIN
EXISTING WALLS TO
BE REMOVED
WINDOW TYPE
REVISION
CONTROL POINT
SECTION
DETAIL
ROOM ID
METAL
METAL LATHE
WOOD FINISH
WOOD FRAMING
BLOCKING
GYPSUM BOARD
BATT INSULATION
SPRAY FOAM INSULATION
DENOTES SECTION NUMBER
DENOTES SHEET NUMBER
DENOTES SHEET NUMBER
DENOTES DETAIL NUMBER
DENOTES ROOM NUMBER
DENOTES SHEET NUMBER
DENOTES WALL SECTION
A
B
C
D
EARTH
PLASTER/STUCCO
CONCRETE
STONE VENEER
PLYWOOD
MASONRY
STONE SLAB
PROPERTY LINE
2 x 4 WOOD STUDS @
16" ON CENTER
2 x 6 METAL STUDS @
16" ON CENTER
1 HOUR FIRE RATED
PARTITION - 1 LAYER 5/8"
TYPE 'X' GYP BOARD
DOOR SYMBOL
2 x 6 WOOD STUDS @
16" ON CENTER
SOUND WALL ASSEMBLY
ACKNOWLEDGEMENT TO CALL BEFORE DIGGING
SIGNED BY: ________________________________________________
SEPARATE SUBMIT TALS
THE FOLLOWING ITEMS SHALL BE SUBMITTED, REVIEWED & APPROVED
UNDER A SEPARATE PERMIT:
i) FIRE SPRINKLERS
ii) CMU SITE WALLS
iii) PRECISE GRADING PLAN
SOL AR & THERMAL ENVELOPE
THE 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
(CAL GREEN) IS NOW IN EFFECT. PLEASE NOTE THE FOLLOWING:
1 REFER TO SHEETS T1.2 FOR CALIFORNIA GREEN NON-RESIDENTIAL
MANDATORY MEASURES CHECKLISTS.
2 ANY CHANGES MADE TO SPECIFICATIONS AND/OR METHODS DOCUMENTED IN THE
CONSTRUCTION DOCUMENTS AND 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
COMPLIANCE BINDER SHALL COMPLY WITH ALL DIVISIONS OF CAL GREEN AND BE SUBMITTED
TO THE CITY OF PALM DESERT BUILDING AND SAFETY DEPARTMENT FOR APPROVAL.
3 REFERENCES DEFERRING GREEN BUILDING MANDATORY MEASURE MATERIALS USED, THE
MANUFACTURERS PRODUCT SPECIFICATION DEMONSTRATING COMPLIANCE, AND
VERIFICATION OF FINISH MATERIALS WILL REQUIRE REVIEW AND APPROVAL BY THE BUILDING
DEPARTMENT PRIOR TO FINAL INSPECTION APPROVAL.
CAL GREEN
SCOPE OF WORK
DEFERRED SUBMIT TALS
THE FOLLOWING ITEMS SHALL BE SUBMITTED, REVIEWED & APPROVED UNDER A DEFERRED SUBMITTAL:
1) TRUSS DRAWINGS & CALCULATIONS
2) FIRE SPRINKLER SYSTEM
SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OF ENGINEER OF
RECORD, WHO SHALL REVIEW THEM AND FORWARD THEM TO THE BUILDING OFFICIAL WITH A NOTATION INDICATING
THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN
GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE
INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL.
REFER TO T24 FOR REQUIREMENTS:
ROOF INSULATION
R-30 MINIMUM ABOVE DECK INSULATION. R-5 PER INCH POLYISO FOAM BOARD AND TAPERED
FOAM BOARD TO ACHIEVE DRAINAGE. MINIMUM 4" OF INSULATION WITH TAPERED ABOVE.
EXTERIOR WALL CAVITY INSULATION
R-21 CLOSED CELL SPRAY FOAM INSULATION
PHOTOVOLTAIC SOLAR SYSTEM
NONE.
TWOSTORIES:
• REMODEL AND ADDITION TO EXISTING SPA & WELLNESS CENTER FACILITY.
• ADDING 2ND STORY ON THE FRONT HALF OF THE BUILDING.
• ENCLOSE EXISTING OUTDOOR COURTYARD IN MIDDLE OF EXISTING BUILDING.
• EXTEND FRONT ENTRY TO ADD VERTICAL CIRCULATION TO 2ND STORY.
• INTERIOR FINISH AND FIXTURE REPLACEMENT THROUGHOUT THE FACILITY.
MINOR WORK TO PARKING STALLS DUE TO NEW STONE FEATURE WALL BY PRECISE
GRADING PLAN AND SEPARATE PERMIT. SITE WORK SHOWN ON THIS PLANSET IS FOR
COORDINATION PURPOSES ONLY.
- NO WORK ON THE EXISTING OUTDOOR POOL
- NO WORK ON THE EXISTING OUTDOOR SPORTS COURTS
- NO CHANGE TO EXTERIOR SITE LIGHTING.
- NO CHANGE TO STREET FRONTAGE LANDSCAPING ALONG KIVA.
- NO CHANGE TO EXISTING RETAINING WALLS ON SOUTH END OF BUILDING.
BUILDING HISTORY:
ORIGINAL BUILDING BUILT IN 2001 USING 1998 CALIFORNIA BUILDING CODES
PERMITTED REMODEL/ ADDITION IN 2012
PERMITTED REMODEL/ ADDITION IN 2016
PERMITTED SITE IMPROVEMENTS IN 2016
STRUCTURAL ENGINEER:
RA STRUCTURAL
ENGINEERING INC.
77570 SPRINGFIELD LN. STE D
PALM DESERT, CA 92211
(760)360-9998
TELEPHONE:
VERIZON
82901 BLISS AVE.
INDIO, CA
1-800-483-5000
GAS:
SO. CAL. GAS CO.
211 N. SUNRISE WAY
PALM SPRINGS, CA
1-800-427-2200
WATER / SEWER:
C.V.W.D.
P.O. BOX 1058
COACHELLA, CA
(760) 398-2651
CATV:
SPECTRUM
41725 COOK ST.
PALM DESERT, CA
(760) 340-2225
MECHANICAL/PLUMBING:
RTM ENGINEERING
39249 LEOPARD STREET
SUITE A-101
PALM DESERT, CA 92211
(760) 340-9005
ELECTRICAL:
RTM ENGINEERING
39249 LEOPARD STREET
SUITE A-101
PALM DESERT, CA 92211
(760) 340-9005
GEOTECHNICAL ENGINEER:
SLADDEN ENGINEERING
45-090 GOLF CENTER PARKWAY
SUITE F
INDIO, CA 92201
(760) 863-0713
ELECTRICAL:
SOUTHERN CALIFORNIA
EDISON
P.O. BOX 600
ROSEMEAD, CA
(760) 324-8500
GENERAL CONTRACTOR:
LUSARDI CONSTRUCTION
#NO 207287
1570 LINDA VISTA DRIVE
SAN MARCOS, CA 92078
(760) 744-3133
ARCHITECT:
KHA ARCHITECTS
72-185 PAINTERS PATH
SUITE A
PALM DESERT, CA 92260
(760) 776-4068
OWNER:
BIGHORN GOLF CLUB
255 PALOWET DRIVE
PALM DESERT, CA 92260
INTERIOR DESIGNER:
ALTEVERS INTERNATIONAL DESIGN GROUP
10531 4S COMMONS DRIVE
SAN DIEGO, CA 92127
(858) 922-3235
CIVIL ENGINEER:
RTM ENGINEERING
24361 EL TORO ROAD
SUITE 203
LAGUNA WOODS, CA 92637
(949) 453-0111
*A-3 SPACES ALL UNDER 50 OCCUPANTS AND CLASSIFIED B BUSINESS.
SEE CODE REVIEW SHEET
DEVELOPMENT PLAN (DP 15-273) PLANNING COMMISSION NO. 2661
CLUBHOUSE ZONE:
SETBACK FROM PRIVATE ROADS = 14'
SETBACK FROM RESIDENTIAL LOTS = 5'
SETBACK FROM OPEN SPACE/AMENITIES = 0'
MAXIMUM BUILDING HEIGHT = 44'
PARKING = 100 AUTOMOBILE + 60 GOLF CART
#1
EXISTING BUILDING AREA 14,815 S.F.
NEW FIRST FLOOR AREA 17,194 S.F.
NEW SECOND FLOOR AREA 7,655 S.F
TOTAL BUILDING 25,533 S.F.
NEW COVERED TERRACE A 223 S.F.
NEW COVERED TERRACE B 461 S.F.
TOTAL LOT AREA 334,976 S.F.
7.69 ACRES
BUILDING COVERAGE 10%
15
GSPublisherVersion 1590.42.42.100
1
SCALE: AS NOTED
Q.C.DATE: 9/12/24CODE R EV IEW
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTBIGHORN SPA & WELLNESSCENTER ADDITION256 PALOWET DRIVEPALM DESERT, CA 92260INST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #T 1.6CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
BIGHORN SPA & WELLNESS CENTER ADDITION
Square Footage & Occupancy Calculations
Room OCCUPANCY SF Load Factor Occupant
Spa office A B 160 150 1.07
Spa Office B B 201 150 1.34
Treatment Room 1 B 160 150 1.07
Treatment Room 2 B 218 150 1.45
Treatment Room 3 B 178 150 1.19
Treatment Room 4 B 164 150 1.09
Treatment Room 5 B 156 150 1.04
Treatment Room 6 B 299 150 1.99
Treatment Room 7 B 197 150 1.31
Treatment Room 8 B 362 150 2.41
Spa Prep B 150 150 1.00
Spa Storage B 47 300 0.16
Spa Hallway B 1023 150 6.82
SPA AREA TOTAL 3315 21.94
Room SF Load Factor Occupant
Womens Locker room B 1654 50 33.08
Mens Locker room B 1418 50 28.36
Mens Storage B 80 300 0.27
LOCKER ROOM TOTAL 3152 61.71
Room SF Load Factor Occupant
Salon B 1455 150 9.70
Staff Lounge B 157 150 1.05
Yoga Studio A-3*705 50 14.10
Cryotherapy B 158 150 1.05
Storage A B 62 300 0.21
Storage B B 123 300 0.41
Storage C B 138 300 0.46
Storage D B 55 300 0.18
Laundry B 383 300 1.28
Mechanical A B 340 300 1.13
Electrical B 169 300 0.56
Aerobic Studio A-3*1106 50 22.12
Aerobics Storage B 58 300 0.19
Spin Studio A-3*492 50 9.84
Entry/Reception Spaces B / M 2356 150 15.71
Fitness Studio A-3*2394 50 47.88
Fitness Hall & Stair B B 461 150 3.07
Toilet B B 88 150 0.59
Non-spa 1st floor TOTAL 10700 129.53
Room SF Load Factor Occupant
Racquet Pro Shop M 1431 60 23.85
Racquet Office A M 201 60 3.35
Racquet Office B M 143 60 2.38
Racquet Office C M 151 60 2.52
Racquet Storage M 326 300 1.09
Dress D M 58 60 0.97
Dress E M 58 60 0.97
Terrace B M 432 60 7.20
Racquet Pro Shop TOTAL 2800 42.32
Room SF Load Factor Occupant
Pilates Studio A-3*551 50 11.02
Upper Lobby B 593 150 3.95
Womens 2 B 130 150 0.87
Mens 2 B 154 150 1.03
Mechanical B B 932 300 3.11
Cardio Studio A-3*2129 50 42.58
Fitness Storage B 246 300 0.82
Fitness Office B 90 150 0.60
Terrace A A-3*286 50 5.72
2nd floor non-proshop TOTAL 5111 69.69
1st floor Total 17167 213.18
2nd floor Total 7911 112.01
SF Occupant
Total Building Occupant Load 25078 325.20
36"REQUIRED DOOR WIDTH
PROVIDED DOOR WIDTH
CUMULATIVE NUMBER OF
OCCUPANTS THROUGH EXIT#
USE
PANIC HARDWARE
(PROVIDE AT ALL EXIT DOORS
SERVING 50 OR MORE PERSONS)
P.H.
FEFEC
1-HR RATED SEPARATION WALL
PATH OF EGRESS TRAVEL
MAX DISTANCE
ACCESSIBLE PATH OF TRAVEL
2022 CBC 11B-403.5.1
'A-3' OCCUPANCY
36"
CODE ANALYSIS
BUILDING ANALYSIS
(CBC TABLE 508.4)
CONSTRUCTION TYPE
OCCUPANCY SEPARATION
A B & M
B & M 1 N
HEIGHT ANALYSIS
(CBC SECTION 504)
OCCUPANCY
ALLOWABLE
HEIGHT
(STORIES)
FIRE
SPRINKLER
AREA INCREASE
MAXIMUM
ALLOWABLE
HEIGHT / STORIES
PROPOSED
HEIGHT / STORIES
A-3
V-B SPRINKLERED
60'-0"
(2 STORIES)
(CBC CHAPTER 3)
TYPE V-B FULLY SPRINKLERED (PER NFPA 13)
OCCUPANCIES
B* A-3 - (AEROBICS)
B - BUSINESS - (TRAINING AND SKILL DEVELOPMENT, PROFESSIONAL SERVICES & BEAUTY SHOP)
(CBC CHAPTER 3)
(CBC 508.4)
A N 1
OCCUPANCY
S = BUILDINGS EQUIPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM
INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1
B* CBC 303.1.2 SMALL ASSEMBLY SPACES.
1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO
ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY.
AREA ANALYSIS
(CBC TABLE 506.2)
OCCUPANCY ALLOWABLE
FLOOR AREA FRONTAGE
FIRE
SPRINKLER
(SM)
MULTI-STORYWITH HEIGHTINCREASE
TOTAL
ALLOWABLE
FLOOR AREA
TOTAL
PROPOSED
FLOOR AREA
TOTAL
6,000 SF -18,000 SF 6,000 SF 18,000 SF
9,000 SF -27,000 SF -27,000 SF 23,869 SF
23,869 SF
(CBC 506.4)(CBC 506.3)(CBC CHAPTER 3)
40'-0"
(1 STORY)
60'-0"
(2 STORIES)
B
V-B SPRINKLERED
60'-0"
(3 STORIES)
60'-0"
(3 STORIES)
40'-0" (NO HEIGHT INCREASE)
(2 STORIES)
** 41'-6" MAX AT STAIR TOWER **
PER CBC EXCEPTION IN 504.3
FIRE RESISTANCE ANALYSIS
BUILDING ELEMENT CBC SECTION FIRE RATING (HOURS)
SECT. 708.3.4
TABLE 601
TABLE 601 & 602
TABLE 601
TABLE 601
TABLE 601
TABLE 601
TABLE 601
TABLE 705.8
SECT. 705.11
TABLE 706.4
TABLE 707.3.10
SECT. 709
SECT. 710
SECT. 713.4
TABLE 1020.1
SECT. 1023
SECT. 1024
TABLE 509
STRUCTURAL FRAME
BEARING WALLS - EXTERIOR
BEARING WALLS - INTERIOR
NON-BEARING WALLS - EXTERIOR
NON-BEARING WALLS - INTERIOR
FLOOR CONSTRUCTION
ROOF CONSTRUCTION
EXTERIOR OPENING PROTECTION
PARAPET RATING
FIRE WALLS
FIRE BARRIERS
FIRE PARTITIONS
SMOKE PARTITIONS
SHAFT ENCLOSURES
CORRIDORS
INTERIOR EXIT STAIRWAYS
EXIT PASSAGEWAYS
INCIDENTAL USE SEPARATIONS
SMOKE BARRIERS
0 - HOURS
0 - HOURS
0 - HOURS
0 - HOURS
0 - HOUR
0 - HOURS
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
NOT APPLICABLE
1 - HOUR
NOT APPLICABLE
1 - HOUR
NOT APPLICABLE
NOT APPLICABLE
PLUMBING FIXURE ANALYSIS
(CPC TABLE 422.1)
OCCUPANCY
NUMBER
OF
OCCUPANTS
WATER
CLOSETS
URINAL DRINKING
FOUNTAINSSHOWERS
M F
TOTAL
REQUIRED
TOTAL
PROVIDED
326
3 8 2 1 PER 150 1 - SERVICE SINK OR
1 - LAUNDRY TRAYB
3 45
3 WATER STATION
PER CPC 415.2
LAVATORY
M F
3 4
5 5
-
2 MALE
2 FEMALE
3 UNISEX
OTHER
3 - SERVICE SINKS
1 - WASHER/DRYER
SYMBOL LEGEND
OCCUPANCY
AREA (S.F.)
OCCUPANT LOAD FACTOR
OCCUPANT LOAD
FIRE EXTINGUISHER
(SEMI-RECESSED / WALL MOUNT)
75' MAX TRAVEL DISTANCE
REFER TO ELECTRICAL FOR
ILLUMINATED VISUAL EXIT SIGNS,
ILLUMINATED FLOOR-LEVEL EXIT
SIGNS, FIRE ALARM SYSTEM &
SMOKE DETECTORS.
ALS ASSISTIVE-LISTENING SYSTEM AVAILABLE
(CBC 11B-703)
EX "EXIT" - EACH GRADE-LEVEL EXTERIOR
EXIT DOOR (CBC 11B-703)
EXD "EXIT STAIR DOWN" - EACH STAIRWAY
DOWN (UPPER FLOORS) (CBC 1013.4)
EXR "EXIT ROUTE" - EACH ROOM W/ VISUAL
EXIT SIGN (CBC 1013.4)
MRC "MAXIMUM ROOM CAPACITY"
(CBC 1004.3)
RRD "RESTROOM DOOR"
(CBC 11B-703)
RRW "RESTROOM WALL"
(CBC 11B-703)
ISA "INTERNATIONAL ACCESSIBILITY
SYMBOL" (CBC 11B-703)
SIGNAGE SCHEDULE
PATH OF EGRESS TRAVEL
MAX DISTANCE
OCCUPANT LOAD ANALYSIS
STAIR ANALYSIS & CALCUL ATIONS
STAIR
NUMBER
OCCUPANT
LOAD
OCCUPANT
LOAD FACTOR
REQUIRED
WIDTH
PROVIDED
WIDTH
GRAND STAIR
STAIR B
STAIR C
41
25
43
0.3
0.3
0.3
44"
44"
44"
44"
44"
44"
EXITING ANALYSIS
TOTAL
OCCUPANCY
EXITS
REQUIRED
DOOR WIDTH
REQUIRED
DOOR WIDTH
PROVIDED
STAIR WIDTH
REQUIRED
STAIR WIDTH
PROVIDED
MAX. TRAVEL
ALLOWED
MAX. TRAVEL
PROVIDED
326 2 MIN 36"+36"MIN 44"+44"250'-0"156'-0"
GENERAL NOTES
1. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN ONE
FOOT-CANDLE AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS
OCCUPIED.
2. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT.
3. EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE
CONNECTIONS SHALL NOT BE CONCEALED BY CURTAIN, MIRRORS, OR OTHER DECORATIVE MATERIAL.
4. THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS PERMITTED
IN ANY EGRESS PATHS.
0 - HOUR
A-3V-B SPRINKLERED
BV-B SPRINKLERED
PARKING TABUL ATIONS
PARKING TABULATIONS NOT REQUIRED.
THIS FACILITY IS PART OF THE CLUBHOUSE ZONE AGREEMENT WITH THE CITY.
THAT AGREEMENT REQUIRES A MINIMUM OF 100 AUTOMOBILE SPACES AND 60 GOLF CART SPACES.
ACCESSIBLE SPACES ARE PROVIDED AS REQUIRED BY APPLICABLE LAWS.
THE ACCESSIBLE STALLS ARE EXISTING TO REMAIN WITH NO WORK.
THE ENTIRE CLUBHOUSE ZONE USES VALET SERVICE.
THIS FACILITY IS ONLY AVAILABLE TO MEMBERS, WHICH IS A FIXED NUMBER BASED ON LOTS WITHIN THE DEVELOPMENT.
THE AVAILABLE USERS FOR THESE FACILITIES DOES NOT INCREASE WITH SQUARE FOOTAGE. .
163 M / 163 F
35 UNISEX 3 UNISEX
NOTES:
1. PRIVATE MEMBERS ONLY FACILTY, NOT OPEN TO THE PUBLIC.
2. OCCUPANT LOAD FACTOR PER THE 2022 CPC 422 TABLE A. FIXTURE COUNTS PER THE 2022 CPC TABLE 422.1.
3. THE MINIMUM NUMBER OF FIXTURES SHALL BE CALCULATED AT 50% MALE & 50% FEMALE, BASED UPON TOTAL OCCUPANT LOAD.
4. FOR EACH URINAL ADDED IN EXCESS OF THE MINIMUM REQUIRED, ONE WATER CLOSET MAY BE DEDUCTED. THE NUMBER OF WATER
CLOSETS SHALL NOT BE REDUCED TO LESS THAN TWO-THIRDS OF THE MINIMUM REQUIREMENT.
5. THE TOTAL NUMBER OF WATER CLOSETS FOR FEMALES SHALL BE AT LEAST EQUAL TO THE TOTAL NUMBER OF WATER CLOSETS AND URINALS
REQUIRED FOR MALES
M - MERCANTILE - (PRO SHOP RETAIL)
0 SF
B* CBC 303.1.2 SMALL ASSEMBLY SPACES.
SEE TABLE TO THE LEFT.
'B' OCCUPANCY
R-3
22
ROOM
GROSS / NET SQ. FT.
SQ. FT.
OCCUPANCY FACTORY
100
03
04
B1
J4
J10
12
D4
F3
H2
C2
G3
G5
G1
A8
G2
K5
G7 G6
K2
K3
K1a K1 L1aL1
J7 J8
M1
A4
18
J3a
J7a
36
37
38
C1
1920
21
22
17
16
15
14
13
A3
A2
D3
A5
J8a
A6a
A6
B2
D2
10
33
17
17
15
15
15
10
18
28 26
3327
3427
4135
41
68 65
133
3
15
4
25
24
53
174
24
49
05
40
39
D1
FE
FECFECFE FEC
A1
FEC3
L2
EXIT
FIRE RISER MAIN
EXIT
EXIT
EX R
EX R
EX R
EX REX REX REX REXITDEFIBRILLATOR
B* (A-3)
9.84
SPIN STUDIO
SQ. FT.
492
OCC. FACTOR
50 GROSS
B
0.56
ELECTRICAL
SQ. FT.
169
OCC. FACTOR
300 GROSS
B
1.13
MECHANICAL A
SQ. FT.
340
OCC. FACTOR
300 GROSS
B
1.28
LAUNDRY
SQ. FT.
383
OCC. FACTOR
300 GROSS
B
33.08
WOMENSLOCKER ROOM
SQ. FT.
1,654
OCC. FACTOR
50 GROSS
B
28.36
MENS LOCKERROOM
SQ. FT.
1,418
OCC. FACTOR
50 GROSS
B
1.05
STAFF LOUNGE
SQ. FT.
157
OCC. FACTOR
150 GROSS
B
9.70
SALON
SQ. FT.
1,455
OCC. FACTOR
150 GROSS
B* (A-3)
22.12
AEROBICSTUDIO
SQ. FT.
1,106
OCC. FACTOR
50 GROSS
B* (A-3)
47.88
FITNESSSTUDIO
SQ. FT.
2,394
OCC. FACTOR
50 GROSS
B* (A-3)
14.10
YOGA STUDIO
SQ. FT.
705
OCC. FACTOR
50 GROSS
B
1.34
SPA OFFICE B
SQ. FT.
201
OCC. FACTOR
150 GROSS
B
1.07
SPA OFFICE A
SQ. FT.
160
OCC. FACTOR
150 GROSS
B
1.07
TREATMENTROOM 1
SQ. FT.
160
OCC. FACTOR
150 GROSS
B
1.45
TREATMENTROOM 2
SQ. FT.
218
OCC. FACTOR
150 GROSS
B
1.19
TREATMENTROOM 3
SQ. FT.
178
OCC. FACTOR
150 GROSS
B
1.09
TREATMENTROOM 4
SQ. FT.
164
OCC. FACTOR
150 GROSS
B
1.04
TREATMENTROOM 5
SQ. FT.
156
OCC. FACTOR
150 GROSS
B
1.99
TREATMENTROOM 6
SQ. FT.
299
OCC. FACTOR
150 GROSS
B
1.31
TREATMENTROOM 7
SQ. FT.
197
OCC. FACTOR
150 GROSS
B
2.41
TREATMENTROOM 8
SQ. FT.
362
OCC. FACTOR
150 GROSS
B
1.05
CRYOTHERAPY
SQ. FT.
158
OCC. FACTOR
150 GROSS
B
0.46
STORAGE C
SQ. FT.
138
OCC. FACTOR
300 GROSS
B
0.21
STORAGE A
SQ. FT.
62
OCC. FACTOR
300 GROSS
B
0.41
STORAGE B
SQ. FT.
123
OCC. FACTOR
300 GROSS
B
0.16
SPA STORAGE
SQ. FT.
47
OCC. FACTOR
300 GROSS
B
0.27
MENSSTORAGE
SQ. FT.
80
OCC. FACTOR
300 GROSS
A-3 (B)
0.19
AEROBICSTORAGE
SQ. FT.
58
OCC. FACTOR
300 GROSS
B
0.38
SPA PREP
SQ. FT.
150
OCC. FACTOR
150 GROSS
B
6.82
SPA HALLWAY
SQ. FT.
1,023
OCC. FACTOR
150 GROSS
B
0.74
TOILET A
SQ. FT.
111
OCC. FACTOR
150 GROSS
B
0.59
TOILET B
SQ. FT.
88
OCC. FACTOR
150 GROSS
B
15.71
RECEPTION
SQ. FT.
2,356
OCC. FACTOR
150 GROSS
FACP
FDC CONNECTION
(E) FIRE
BELL
B
0.18
STORAGE D
SQ. FT.
55
OCC. FACTOR
300 GROSS
EX REXITEX R
B
3.07
FITNESSHALLWAY
SQ. FT.
461
OCC. FACTOR
150 GROSS
FIRE HYDRANT
PUBLIC RIGHT OF WAY
PUBLIC RIGHT OF WAY
PUBLIC RIGHT OF WAY
36"
72"
36"
36"36"
36"
36"
36"
36"
72"
N2
24
25
Q2
32313029
P2
P4
N4 N5
N7 N8
34
35
N3
N1
P1
P3
O1
*
R2
23
Q1
R3
R1a
R1
R5 R4
N6
26 27 28
5
16
36
43
0
11
25
25
41
FECFE
33
FECB* (A-3)
11.02
PILATESSTUDIO
SQ. FT.
551
OCC. FACTOR
50 GROSS
M
23.85
RACQUETPRO SHOP
SQ. FT.
1,431
OCC. FACTOR
60 GROSS
M
2.83
RACQUETOFFICE B
SQ. FT.
143
OCC. FACTOR
60 GROSS
M
3.35
RACQUETOFFICE A
SQ. FT.
201
OCC. FACTOR
60 GROSS
B* (A-3)
42.32
CARDIOSTUDIO
SQ. FT.
2,129
OCC. FACTOR
50 GROSS
B* (A-3)
0.82
FITNESSSTORAGE
SQ. FT.
246
OCC. FACTOR
300 GROSS
B
3.95
UPPER LOBBY
SQ. FT.
593
OCC. FACTOR
150 GROSS
B
3.11
MECHANICAL B
SQ. FT.
932
OCC. FACTOR
300 GROSS
M
1.09
RACQUETSTORAGE
SQ. FT.
326
OCC. FACTOR
300 GROSS
B* (A-3)
5.72
TERRACE A
SQ. FT.
286
OCC. FACTOR
50 GROSS
M
2.52
RACQUETOFFICE C
SQ. FT.
151
OCC. FACTOR
60 GROSS
M
0.97
DRESS C
SQ. FT.
58
OCC. FACTOR
60 GROSS
M
0.97
DRESS D
SQ. FT.
58
OCC. FACTOR
60 GROSS
M
7.20
TERRACE B
SQ. FT.
432
OCC. FACTOR
60 GROSS
B
1.03
MENS 2
SQ. FT.
154
OCC. FACTOR
150 GROSS
B
0.87
WOMENS 2
SQ. FT.
130
OCC. FACTOR
150 GROSS
B
0.60
FITNESSOFFICE
SQ. FT.
90
OCC. FACTOR
150 GROSS
EXIT
EX R
SCALE: 1/8" = 1'-0"1 FIRST FLOOR CODE PL AN
SCALE: 1/8" = 1'-0"2 SECOND FLOOR CODE PL AN
16
GSPublisherVersion 1590.42.42.100
1
0 4'8'16'
Q.C.DATE: 9/12/24DEMO SITE PLAN
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
SCA LE: 1/8" = 1'-0"
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 0.1256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
DEMOLITION SITE PLAN KEY NOTES:
1 CMU BLOCK WALL. REFER TO WALL LEGEND FOR FINISH. SEPARATE PERMIT
REQUIRED. SEE PRECISE GRADING. (E) = EXISTING, REFINISHED. (N) NEW.
2 BOULDER WALL. SEE PRECISE GRADING.
3 METAL SITE GATE. (E) = EXISTING, REFINISHED. (N) NEW GATE.
4 GAS METER. SEE PLUMBING DRAWINGS.
5 ELECTRICAL METER. SEE ELECTRICAL DRAWINGS.
6 AC CONDESING UNIT. SEE MECHANICAL DRAWINGS.
7 POOL EQUIPMENT. SEE PLUMBING DRAWINGS.
8 AUTOMATICALLY ILLUMINATED BUILDING ADDRESS NUMBERS, CLEARLY
VISIBLE FROM STREET OR ACCESS ROAD. 2022 CRC R319.
9 EXISTING POOL PERIMETER FENCING. TO REMAIN. NO WORK.
10 EXISTING TENNIS COURT FENCING. TO REMAIN. NO WORK.
11 EXISTING PLANTING AREA. PLANTS, LANDSCAPE LIGHTING, AND
GROUNDCOVER MATERIAL PROVIDED BY OWNER.
12 REMOVED PLANTING AREA. COORDINATE LANDSCAPE LIGHTING,
IRRIGATION, AREA DRAINS WITH NEW PLAN.20'-0"32'-0"31'-4"24'-8"16'-8"15'-4"46'-0"28'-0"60'-8"20'-0"68'-8"47'-4"150'-0"
34'-0"6'-2"14'-8"
9'-5"
9'-7"
LOT 1
TRACT MAP NO. 37023
APPROVED PAD = 896.0'
FINISH FLOOR = 896.5'
A
A 0.2
A
A 0.2
(E) GASMETER
(E) FACP
(E) SPRINKLERRISER
PNLHA
PNL1LAPNL1LA2ELEC
(R) FIRE BELL
(E) WATER MAIN
(E) FDC
(E) WATER FILTRATION
(E) POOL GASMETER
(E) TRANFORMER
3-PHASE MAIN
PNLTENT HPNLTENT LPNLPOOL BWH WH
(E) DRYER
(E) WASHER
(R) ICE
(E) STEPSNO WORK
MECHMEZZANINEABOVE
(E) STEAM GEN.ABOVE
(E) STEAM GEN.
(E) WHIRLPOOLEQUIPMENT
(E)WATER METER ON KIVA
KIVA DRIVE
(E) SIDEWALK
(E) PARKING LOT
(X) COURTYARD
(X) RECEPTION
(X) FITNESS STUDIO
(X) AEROBIC STUDIO
(X) PILATES STUDIO
(X) SALON
(E) WOMENS LOCKER ROOM
(E) MENS LOCKER ROOM
(E) SPA HALLWAY (E) SPA HALLWAY
(E) LAUNDRY
(E) MECHANICAL
(E) ELECTRICAL
(E) EQUIPMENT
YARD WEST
(E) EQUIPMENT
YARD EAST
(X) SPA PATIO
(E) ENCLOSED
POOL AREA
(E) TENNIS COURTS
(X) OFFICE
(X) OFFICE
(X) STAFF AREA
(X) OFFICE
(X) RAISED PLANTER
(X) RAISED PLANTER
(E) POOL
(E) ELECTRICAL
SERVICE YARD
(E) WHIRLPOOLEQUIPMENT
PNLHB
PNLLB
(E) HYDRANT
EXISTING CURB REMAINS
EXISTING CURB REMAINS
EXISTING CURB REMAINS
EXISTING CURB & PLANTINGS REMAINS
EXISTING CURB REMAINS
EXISTING HARDSCAPE REMAINS
EXISTING HARDSCAPE REMAINS
EXISTING RETAINING WALLS REMAIN.
NO STRUCTURAL WORK. REPAINT EXISTING STUCCO FINISH.EXISTING RETAINING WALLS REMAIN.
NO STRUCTURAL WORK. REPAINT EXISTING STUCCO FINISH.
EXISTING RETAINING WALLS AND BOULDER WORK REMAIN.
NO STRUCTURAL WORK. REPAINT EXISTING STUCCO FINISH.
EXISTING LANDSCAPING TO REMAIN
EXISTING LANDSCAPING TO REMAIN
EXISTING LANDSCAPING TO REMAIN
EXISTING PLANTING
AREA REMAINS
EXISTING PLANTING
AREA REMAINSEXISTING PLANTING
AREA REMAINS
EXISTING HARDSCAPE REMAINS
EXISTING HARDSCAPE REMAINS
NO CHANGE TO COURT LIGHTING
NO CHANGE TO EXISTING LANDSCAPE LIGHTING
NO CHANGE TO EXISTING POOL LIGHTING
NO CHANGE TO PARKING LOT LIGHTING
(E) 1
(E) 1
(E) 1
(E) 1 (E) 1
(E) 1
(E) 1(X) 3
(E) 3
(E) 3
(E) 3
(E) 3
(E) 1
(E) 1
(E) 2(E) 2
5
4
4
6
6
7
7
7
8
9
10
12 12 1212
12
12
12 12
12
1111 11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
11
12
12
12
(E) 1
PROPERTY LINE
908.5'
909.3'
907.6'
895.7'896.1'
895.4'
895.3'895.0'
895.4'
895.3'
895.5'
895.3'
896.2'
CLUBHOUSE ZONE TRASH LOCATED AT
EXISTING CLUBHOUSE RECEIVING AREA
5' TELECOM EASEMENT (GTE)
6' SCE EASEMENT
EXISTING POOL FENCING REMAINS
9
(E) 3
(E) 3
(E) 3
A.C.
A.C.
AREA OF WORK
NO WORK
NO WORK
NO WORK NO WORK
NO WORKNO WORK
AREA OF WORK
NO WORK
SITE PLAN GENERAL NOTES:
A. SEE PRECISE GRADING PLAN FOR ADDITIONAL INFORMATION.
B. SEE GRADING PLAN FOR INFORMATION REGARDING VERIFICATION OF
FINISH FLOOR LEVEL.
C. GENERAL CONTRACTOR SHALL PROVIDE PROPER SOILS PREPARATION PER
THE SOILS REPORT.
D. ALL SITE FINISHES TO BE APPROVED BY ARCHITECT/INTERIOR DESIGNER.
E. POOL, WHIRLPOOLS AND WATER FEATURES REQUIRE SEPARATE PERMITS.
SHOWN FOR COORDINATION PURPOSES ONLY ON THIS PLANSET.
F. LANDINGS AT DOORS SHALL HAVE A LENGTH MEASURED IN DIRECTION
OF TRAVEL OF NOT LESS THAN 36 INCHES. 2022 CBC R311.3. LANDINGS
AT REQUIRED EGRESS DOORS SHALL NOT BE NOT BE 1 1/2" LOWER THAN
TOP OF THRESHOLD. 2022 CBC R311.3.1.
G. PROVIDE CONCRETE PADS FOR ALL MECHANICAL AND PLUMBING
EQUIPMENT.
H. ALL RETAINING & GARDEN WALLS REQUIRE SEPARATE APPROVAL AND
PERMIT. SHOWN FOR COORDINATION PURPOSES ONLY ON THIS PLANSET.
REFER TO PRECISE GRADING PLAN.
I. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF
EXISTING CURB LOCATION FROM PROPERTY LINE(S) WITH THE PUBLIC
WORKS DEPARTMENT.
J. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE
FOUNDATION WALLS. THE GRADES SHALL FALL A MINIMUM OF 6 INCHES
WITHIN THE FIRST 10 FEET PER 2022 CRC R401.3. STORM WATER
SHALL FLOW AWAY FROM THE BUILDING AND AWAY FROM ADJOINING
PROPERTY AND SHALL NOT CREATE A NUISANCE PER 2022 CPC 1101.1.
REFER TO THE PRECISE GRADING PLANS FOR SITE DRAINAGE DESIGN.
SITE PLAN KEY NOTES:
1 CMU BLOCK WALL. REFER TO WALL LEGEND FOR FINISH. SEPARATE PERMIT
REQUIRED. SEE PRECISE GRADING. (E) = EXISTING, REFINISHED. (N) NEW.
2 BOULDER WALL. SEE PRECISE GRADING.
3 METAL SITE GATE. (E) = EXISTING, REFINISHED. (N) NEW GATE.
4 GAS METER. SEE PLUMBING DRAWINGS.
5 ELECTRICAL METER. SEE ELECTRICAL DRAWINGS.
6 AC CONDESING UNIT. SEE MECHANICAL DRAWINGS.
7 POOL EQUIPMENT. SEE PLUMBING DRAWINGS.
8 AUTOMATICALLY ILLUMINATED BUILDING ADDRESS NUMBERS, CLEARLY
VISIBLE FROM STREET OR ACCESS ROAD. 2022 CRC R319.
9 EXISTING POOL PERIMETER FENCING. TO REMAIN. NO WORK.
10 EXISTING TENNIS COURT FENCING. TO REMAIN. NO WORK.
11 NEW PLANTING AREA. PLANTS, LANDSCAPE LIGHTING, AND
GROUNDCOVER MATERIAL PROVIDED BY OWNER.
WALL LEGEND
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW WALL FRAMING
(E) = EXISTING
(X) = REMOVE/DEMOLISH
(R) = RELOCATE EXISTING
(N) = NEW
RENOVATION LEGEND
EXISTING CMU WALL TO REMAIN
NEW CMU/MASONRY WALL
N
SCALE: 1/8" = 1'-0"1 DEMO SITE PL AN
17
GSPublisherVersion 1590.42.42.100
1
0 4'8'16'
Q.C.DATE: 9/12/24NEW SITE PLAN
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
SCA LE: 1/8" = 1'-0"
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 0.2256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
150'-0"134'-0"20'-0"63'-113/8"10'-9"39'-35/8"14'-27/8"20'-0"32'-25/8"31'-13/8"24'-8"16'-6"28'-05/8"34'-0"
9'-51/4"43'-11/8"30'-81/2"50'-103/8"10'-8"3'-4"8'-2"20'-10"19'-4"
14'-8"
9'-5"4'-11/4"19'-83/4" EXISTING5'-11"9'-7"
5'-0"14'-0" BUILDING SETBACK16'-23/8"ELECTRICAL
SERVICE YARD
EQUIPMENT
YARD WEST
EQUIPMENT
YARD EAST
LOT 1
TRACT MAP NO. 37023
APPROVED PAD = 896.0'
FINISH FLOOR = 896.5'
A
A 0.2
A
A 0.2
(E) GASMETER
(E) FACP
(E) SPRINKLERRISER
PNLHA
PNL1LAPNL1LA2ELEC
(R) FIRE BELL
(E) WATER MAIN
(E) FDC
(E) WATER FILTRATION
(E) POOL GASMETER
(E) TRANFORMER
3-PHASE MAIN
PNLTENT HPNLTENT LPNLPOOL BWH WH
(E) DRYER
(E) WASHER
(E) STEPSNO WORK
MECHMEZZANINEABOVE
(E) WHIRLPOOLEQUIPMENT
(E)WATER METER ON KIVA
KIVA DRIVE
(E) SIDEWALK
(E) PARKING LOT
(E) WHIRLPOOLEQUIPMENT
PNLHB
PNLLB
(E) HYDRANT
D
D
D
D
B
B
B
B
B
B
B B
B
BB
NEW 2ND FLOOR
NEW COVERED TERRACE
NEW COVERED TERRACE
OUTDOOR STAIR
EXISTING CURB REMAINS
NEW CURB LINE
NEW CURB LINE
EXISTING CURB REMAINS
EXISTING CURB REMAINS
EXISTING CURB & PLANTINGS REMAINS
EXISTING CURB REMAINS
EXISTING HARDSCAPE REMAINS
EXISTING HARDSCAPE REMAINS
EXISTING RETAINING WALLS REMAIN.
NO STRUCTURAL WORK. REPAINT EXISTING STUCCO FINISH.EXISTING RETAINING WALLS REMAIN.
NO STRUCTURAL WORK. REPAINT EXISTING STUCCO FINISH.
EXISTING RETAINING WALLS AND BOULDER WORK REMAIN.
NO STRUCTURAL WORK. REPAINT EXISTING STUCCO FINISH.
EXISTING LANDSCAPING TO REMAIN
EXISTING LANDSCAPING TO REMAIN
EXISTING LANDSCAPING TO REMAIN
NEW PLANTING AREA
NEW PLANTING AREA NEW PLANTING AREA
NEW PLANTING AREA
EXISTING PLANTING
AREA REMAINS
EXISTING PLANTING
AREA REMAINS
NEW HARDSCAPE
NEW HARDSCAPE
EXISTING PLANTING
AREA REMAINS
NEW ROOF LINE
EXISTING HARDSCAPE REMAINS
EXISTING HARDSCAPE REMAINS
NEW GROUNDCOVER
REFINISH EXISTING SITE WALL
REFINISH EXISTING SITE WALL
REFINISH EXISTING SITE WALL
REFINISH EXISTING SITE WALL
NEW OUTDOOR STAIR
UP TO SECOND FLOOR
NO CHANGE TO COURT LIGHTING
NO CHANGE TO EXISTING LANDSCAPE LIGHTING
NO CHANGE TO EXISTING POOL LIGHTING
NO CHANGE TO PARKING LOT LIGHTING
8
11
11
11
11
11
11
7
7
7
6
10
10
9
9
5
4
4
3
3
3
3
3
3
3
1
1
PROPERTY LINE
908.5'
909.3'
907.6'
895.7'896.1'
895.4'
895.3'895.0'
895.4'
895.3'
895.5'
895.3'
896.2'
CLUBHOUSE ZONE TRASH LOCATED AT
EXISTING CLUBHOUSE RECEIVING AREA
NEW ADA STALL CURB CUT
SEE PRECISE GRADING
5' TELECOM EASEMENT (GTE)
6' SCE EASEMENT
EXISTING POOL FENCING REMAINS
RECEPTION
A.C.
AEROBIC
STUDIO
SPIN
STUDIO
AREA OF WORK
NO WORK
NO WORK
NO WORK NO WORK
NO WORKNO WORK
AREA OF WORK
FITNESS
STUDIO
CRYO THERAPY
ELEVATOR
GRAND STAIR
STAIR B
STAIR C
WOMENS LOCKER ROOM
MENS LOCKER ROOM
STAFF LOUNGE
SALON
SPA HALLWAY
SPA OFFICE A
SPA OFFICE B
TOILET A
TOILET B
FITNESS HALLWAY
LAUNDRY
LAUNDRY HALLWAY
MECHANICAL A
ELECTRICAL
YOGA
STUDIO
OUTDOOR POOL
TENNIS COURT
ENTRY HALLWAY
NO WORK SITE PLAN GENERAL NOTES:
A. SEE PRECISE GRADING PLAN FOR ADDITIONAL INFORMATION.
B. SEE GRADING PLAN FOR INFORMATION REGARDING VERIFICATION OF
FINISH FLOOR LEVEL.
C. GENERAL CONTRACTOR SHALL PROVIDE PROPER SOILS PREPARATION PER
THE SOILS REPORT.
D. ALL SITE FINISHES TO BE APPROVED BY ARCHITECT/INTERIOR DESIGNER.
E. POOL, WHIRLPOOLS AND WATER FEATURES REQUIRE SEPARATE PERMITS.
SHOWN FOR COORDINATION PURPOSES ONLY ON THIS PLANSET.
F. LANDINGS AT DOORS SHALL HAVE A LENGTH MEASURED IN DIRECTION
OF TRAVEL OF NOT LESS THAN 36 INCHES. 2022 CBC R311.3. LANDINGS
AT REQUIRED EGRESS DOORS SHALL NOT BE NOT BE 1 1/2" LOWER THAN
TOP OF THRESHOLD. 2022 CBC R311.3.1.
G. PROVIDE CONCRETE PADS FOR ALL MECHANICAL AND PLUMBING
EQUIPMENT.
H. ALL RETAINING & GARDEN WALLS REQUIRE SEPARATE APPROVAL AND
PERMIT. SHOWN FOR COORDINATION PURPOSES ONLY ON THIS PLANSET.
REFER TO PRECISE GRADING PLAN.
I. THE CONTRACTOR/OWNER IS RESPONSIBLE FOR THE VERIFICATION OF
EXISTING CURB LOCATION FROM PROPERTY LINE(S) WITH THE PUBLIC
WORKS DEPARTMENT.
J. LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM THE
FOUNDATION WALLS. THE GRADES SHALL FALL A MINIMUM OF 6 INCHES
WITHIN THE FIRST 10 FEET PER 2022 CRC R401.3. STORM WATER
SHALL FLOW AWAY FROM THE BUILDING AND AWAY FROM ADJOINING
PROPERTY AND SHALL NOT CREATE A NUISANCE PER 2022 CPC 1101.1.
REFER TO THE PRECISE GRADING PLANS FOR SITE DRAINAGE DESIGN.
SITE PLAN KEY NOTES:
1 CMU BLOCK WALL. REFER TO WALL LEGEND FOR FINISH. SEPARATE PERMIT
REQUIRED. SEE PRECISE GRADING. (E) = EXISTING, REFINISHED. (N) NEW.
2 BOULDER WALL. SEE PRECISE GRADING.
3 METAL SITE GATE. (E) = EXISTING, REFINISHED. (N) NEW GATE.
4 GAS METER. SEE PLUMBING DRAWINGS.
5 ELECTRICAL METER. SEE ELECTRICAL DRAWINGS.
6 AC CONDESING UNIT. SEE MECHANICAL DRAWINGS.
7 POOL EQUIPMENT. SEE PLUMBING DRAWINGS.
8 AUTOMATICALLY ILLUMINATED BUILDING ADDRESS NUMBERS, CLEARLY
VISIBLE FROM STREET OR ACCESS ROAD. 2022 CRC R319.
9 EXISTING POOL PERIMETER FENCING. TO REMAIN. NO WORK.
10 EXISTING TENNIS COURT FENCING. TO REMAIN. NO WORK.
11 NEW PLANTING AREA. PLANTS, LANDSCAPE LIGHTING, AND
GROUNDCOVER MATERIAL PROVIDED BY OWNER.
SITE WALL FINISH LEGEND
STUCCO WALLS:
SHERWIN WILLIAMS PAINT SW9111 LRV 43
SMOOTH HAND TROWELED FINISH
SHERWIN WILLIAMS PAINT SW9112 LRV 33
SMOOTH HAND TROWELED FINISH
STONE VENEER:
TRAVERTINE
VERTICAL ORIENTATION. SEE LAYOUT PATTERN.
PANEL SIZES: 48" X 12" - 36" X 18" - 30" X 24"
METAL PANELS:
PAC-CLAD OR EQUAL BY BERRIDGE MANUFACTURING CO.
BOX RIB 1, VERTICAL ORIENTATION.
"MEDIUM BRONZE" FINISH
METAL SITE GATE:
PAINT TO MATCH SITE WALL FINISH.
** CONTRACTOR TO SUBMIT ALL EXTERIOR MATERIAL SAMPLES TO THE
ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
C
B
A
D
896.5'
940.0'
896.0'
908.83'
928.5'
932.5'6"12'-4"32'-0"36'-0"22'-51/2"16'-0"10'-0"19'-5"29'-73/4"24'-71/2"912.5'
KIVA DRIVE
PARKING LOT
RECEPTION
PILATES STUDIO MECHANICAL B
HALLWAY SALON SPA
HALLWAY TREATMENT ROOM 5
F.F. / 0'-0" DATUM
44'-0" ABOVE PAD = MAX BUILDING HEIGHT
PAD HEIGHT
PARAPET
PARAPET
ACCENT WALL
MECH
ATTIC
EXIST SIDEWALK
908.5' ROAD CENTER
896.0' @ CENTER
SECOND LEVEL FF
EXISTING RETAINING WALLS TO REMAIN. REPAINT.
EXISTING RETAINING WALLS TO REMAIN. REPAINT.
EXISTING ROOF & MECH ATTIC SPACES TO REMAIN.
NEW 2ND FLOOR ADDITION
NEW RADIUS STONE CLAD FEATURE WALL. COMPLIMENTARY TO CLUBHOUSE STONE FEATURE WALL ON SAME SITE.
NEW METAL ROOF OVERHANG.
EXISTING SPA AREA
TO SUBSTANTIALLY REMAIN.
EXISTING LANDSCAPING TO REMAIN.
WALL LEGEND
EXISTING WALL TO REMAIN
EXISTING WALL TO BE REMOVED
NEW WALL FRAMING
(E) = EXISTING
(X) = REMOVE/DEMOLISH
(R) = RELOCATE EXISTING
(N) = NEW
RENOVATION LEGEND
EXISTING CMU WALL TO REMAIN
NEW CMU/MASONRY WALL
N
SCALE: 1/8" = 1'-0"1 NEW SITE PL AN
SCALE: 1/8" = 1'-0"SA SITE SECTION
2ND FLOOR OVERLAY
18
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24DEMO FLOOR PLAN
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 1.0256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
78'-0"34'-0"38'-0"50'-0"13'-4"8"6'-0"8"13'-4"20'-0"22'-0"7'-111/2"4'-83/4"47'-4"8'-0"6'-8"16'-8"30'-0"28'-0"60'-8"42'-8"13'-4"8"6'-0"8"13'-4"39'-4"23'-4"11'-4"4'-0"MASSAGE #1 FACIAL #1OFFICE FACIAL #2 MASSAGE #2
SPA HALLWAY
MASSAGE #3 MASSAGE #4 CLOSET RESTROOM
SPA HALLWAYSPA
RECEPTION
HYDRO-
THERAPY
WET/VICHY
TREATMENT
SPA
PREP
SALON
SALON
TOILET
STORAGE
J/C
WOMEN'S
LOUNGE
WOMEN'S
LOCKERS
DRESSING
ACCESSIBLE
SHOWER
SHOWER
SHOWER
WOMENS
RESTROOM
W.C.W.C.
A.W.C.
COURTYARD
MEN'S
LOUNGE
MENS
STEAM
MEN'S
WHIRLPOOL
SUNKEN
WHIRLPOOL
SUNKEN
WHIRLPOOL
SHOWER
MENS
STORAGE
ACCESSIBLE
SHOWER
MEN'S
LOCKERS
OFFICE
HALLWAYHALLWAYVEST.
STORAGE
SAUNA
WOMEN'S
WHIRLPOOL
WOMENS
STEAM
LAUNDRY
MECHANICAL
PILATES
STUDIO
AEROBICS
VEST.
STORAGE
OFFICE
CARDIO
EXERCISE
EMPLOYEE
LOCKERS
ACCESSIBLE
SHOWER
W.C.
A.W.C.
A.W.C.
MENS
RESTROOM
SHOWER
(E) STEAM
GEN.
MASSAGE #5
2
2
(E) DRYER
(E) WASHER
(E) WH(E) WH
(R) ICE
(E) ELEC
(E) 600 AMP 3-PHASE
MAIN ELEC. PANEL
(E) TRANSFORMER
(E) WATER FILTRATION
(E) FIRE SPRINKLER RISER
(E) WATER MAIN
(E) GAS METER
(E) GAS METER (POOL)
(E) FDC
(E) STEAM GENERATOR
+ STEAMIST AROMA PUMP
(E) ECOLAB
MANIFOLD
(R) CRYO
EQUIPMENT
(R) CRYO
CHAMBER
DEMO PLAN GENERAL NOTES:
A. PROVIDE DEMOLITION WORK SHOWN ON THE DRAWINGS AND RELATED
AND INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE NEW
CONSTRUCTION WORK.
B. FIELD VERIFY EXISTING CONDITIONS, PRIOR TO START OF DEMOLITION
OPERATIONS. BRING ANY DISCREPANCIES WHICH MAY SIGNIFICANTLY
AFFECT DEMOLITION OR NEW CONSTRUCTION WORK TO THE ATTENTION
OF THE ARCHITECT FOR REVIEW.
C. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING
DEMOLITION AND NEW CONSTRUCTION OPERATIONS.
D. CONDUCT DEMOLITION OPERATIONS SO AS TO MINIMIZE THE
DEVELOPMENT AND SPREAD OF DUST.
E. REMOVE DEMOLITION MATERIALS FROM SITE PROMPTLY AND DISPOSE OF
LEGALLY OFF SITE.
F. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING
OR ITS ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE.
G. UPON REMOVAL OF FINISH MATERIALS INDICATED OR REQUIRED, PREPARE
SUBSTRATE TO RECEIVE NEW FINISH. REPAIR ANY EXISTING DAMAGE OR
DAMAGE ARISING FROM DEMOLITION OPERATIONS, TO MATCH EXISTING
AND AS NEEDED FOR INSTALLATION OF NEW FINISHES.
H. PATCH AND REPAIR DAMAGE ARISING FROM DEMOLITION OPERATIONS TO
FLOOR, WALL AND CEILING SURFACES.
I. MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK
AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING A PLASTIC
SHEATHING BETWEEN CONTINUOUS SPACES AND/OR TAPING OF JOINTS
AND GAPS TO PREVENT DUST MITIGATION.
J. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION AND NEW
CONSTRUCTION TO A TIDY, UNIFORM CONDITION. CLEAN ALL AREAS
IMPACTED BY DEMOLITION AND CONSTRUCTION OUTSIDE OF THE SCOPE
OF WORK.
K. COMPLY WITH ALL STANDARD LOCAL, STATE, NATIONAL AND FEDERAL
SAFETY REQUIREMENTS FOR DEMOLITION.
L. COORDINATE ANY SALVAGE OR REINSTALLED ITEMS WITH THE CLIENT.
M. ALL FURNITURE AND FITNESS EQUIPMENT WILL BE REMOVED BY THE
OWNER. ITEMS TO BE REINSTALLED WILL BE COORDINATED WITH THE
CONTRACTORS.
N. ALL LIGHTING IN THE CEILINGS, WALL SCONCES, STRIP LIGHTING IS TO BE
REMOVED. SEE ELECTRICAL PLAN & INTERIOR DESIGNER FOR NEW
LIGHTING LOCATIONS AND SPECIFICATIONS.
O. ALL PLUMBING FIXTURES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.
SEE PLUMBING PLANS & INTERIOR DESIGNER FOR NEW PLUMBING
FIXTURES. (MOST ARE SIMPLY BEING REPLACED IN SAME LOCATION)
DEMO PL AN KEY NOTES:
1 REMOVE EXISTING FLOOR FINISH & WALL BASE.
2 REMOVE EXISTING MILLWORK / COUNTERTOP.
3 REMOVE EXISTING JANITOR SINK.
4 REMOVE EXISTING MIRROR.
5 REMOVE EXISTING APPLIANCE.
6 REMOVE EXISTING AUDIO SYSTEM. COORDINATE WITH OWNER AND A/V
TEAM.
7 REMOVE EXISTING DOOR & JAMB.
8 REMOVE EXISTING WINDOW.
9 EXISTING WHIRLPOOL TO SUBSTANTIALLY REMAIN. COORDINATE NEW
FINISHES WITH INTERIORS. EXISTING EQUIPMENT, PLUMBING, AND
ELECTRICAL TO REMAIN PROTECT IN PLACE.
10 REMOVE EXISTING ROOF ACCESS LADDER AND ROOF HATCH.
11 EXISTING WATER FILTRATION SYSTEM & MANIFOLD. COORDINATE ANY
WORK WITH PLUMBING PLANS.
12 EXISTING WATER METER TO BE INCREASED IN SIZE. SEE PLUMBING AND
CIVIL PLANS.
13 EXISTING GAS METER TO REMAIN.
14 EXISTING ELECTRICAL PANEL TO REMAIN.
15 EXISTING FIRE SPRINKLER RISER TO REMAIN.
16 EXISTING STEAM GENERATOR EQUIPMENT TO REMAIN. DISCONNECT AND
REINSTALL AS REQ'D TO COMPLETE OTHER WORK.
17 EXISTING SAUNA AND EQUIPMENT TO REMAIN. COORDINATE FINISHES
WITH INTERIORS.
18 EXISTING ICE MAKER WITH STORAGE BIN TO BE REMOVED BY OWNER.
REINSTALLED BY CONTRACTOR AND CONNECTED TO WATER SUPPLY AND
DRAIN SYSTEMS AS REQ'D IN NEW LOCATION.
19 EXISTING WATER HEATER TO SUBSTANTIALLY REMAIN. COORDINATE NEW
PIPING PER PLUMBING PLANS.
20 EXISTING FIRE EXTINGUISHER TO SUBSTANTIALLY REMAIN. INSPECT
CONFIRMING IT IS UP TO DATE.
21 EXISTING FIRE EXTINGUISHER & CABINET TO BE SALVAGED AND
REINSTALLED. SEE NEW NOTED PLANS FOR NEW LOCATION.
22 EXISTING SKYLIGHT TO REMAIN.
23 REMOVE SKYLIGHT.
DEMO PLAN GENERAL NOTES: A. PROVIDE DEMOLITION WORK SHOWN ON THE DRAWINGS AND RELATED AND INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE NEW CONSTRUCTION WORK.B. FIELD VERIFY EXISTING CONDITIONS, PRIOR TO START OF DEMOLITION OPERATIONS. BRING ANY DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT DEMOLITION OR NEW CONSTRUCTION WORK TO THE ATTENTION OF THE ARCHITECT FOR REVIEW.C. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING DEMOLITION AND NEW CONSTRUCTION OPERATIONS.D. CONDUCT DEMOLITION OPERATIONS SO AS TO MINIMIZE THE DEVELOPMENT AND SPREAD OF DUST.E. REMOVE DEMOLITION MATERIALS FROM SITE PROMPTLY AND DISPOSE OF LEGALLY OFF SITE.F. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE.G. UPON REMOVAL OF FINISH MATERIALS INDICATED OR REQUIRED, PREPARE SUBSTRATE TO RECEIVE NEW FINISH. REPAIR ANY EXISTING DAMAGE OR DAMAGE ARISING FROM DEMOLITION OPERATIONS, TO MATCH EXISTING AND AS NEEDED FOR INSTALLATION OF NEW FINISHES.H. PATCH AND REPAIR DAMAGE ARISING FROM DEMOLITION OPERATIONS TO FLOOR, WALL AND CEILING SURFACES.I. MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING A PLASTIC SHEATHING BETWEEN CONTINUOUS SPACES AND/OR TAPING OF JOINTS AND GAPS TO PREVENT DUST MITIGATION.J. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION AND NEW CONSTRUCTION TO A TIDY, UNIFORM CONDITION. CLEAN ALL AREAS IMPACTED BY DEMOLITION AND CONSTRUCTION OUTSIDE OF THE SCOPE OF WORK.K. COMPLY WITH ALL STANDARD LOCAL, STATE, NATIONAL AND FEDERAL SAFETY REQUIREMENTS FOR DEMOLITION.L. COORDINATE ANY SALVAGE OR REINSTALLED ITEMS WITH THE CLIENT.M. ALL FURNITURE AND FITNESS EQUIPMENT WILL BE REMOVED BY THEOWNER. ITEMS TO BE REINSTALLED WILL BE COORDINATED WITH THECONTRACTORS.N. ALL LIGHTING IN THE CEILINGS, WALL SCONCES, STRIP LIGHTING IS TO BEREMOVED. SEE ELECTRICAL PLAN & INTERIOR DESIGNER FOR NEWLIGHTING LOCATIONS AND SPECIFICATIONS.O. ALL PLUMBING FIXTURES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.SEE PLUMBING PLANS & INTERIOR DESIGNER FOR NEW PLUMBING
FIXTURES. (MOST ARE SIMPLY BEING REPLACED IN SAME LOCATION)
DEMO PLAN KEY NOTES:
1 REMOVE EXISTING FLOOR FINISH & WALL BASE.
2 REMOVE EXISTING MILLWORK / COUNTERTOP.
3 REMOVE EXISTING JANITOR SINK.
4 REMOVE EXISTING MIRROR.
5 REMOVE EXISTING APPLIANCE.
6 REMOVE EXISTING AUDIO SYSTEM. COORDINATE WITH OWNER AND A/V
TEAM.
7 REMOVE EXISTING DOOR & JAMB.
8 REMOVE EXISTING WINDOW.
9 EXISTING WHIRLPOOL TO SUBSTANTIALLY REMAIN. COORDINATE NEW
FINISHES WITH INTERIORS. EXISTING EQUIPMENT, PLUMBING, AND
ELECTRICAL TO REMAIN PROTECT IN PLACE.
10 REMOVE EXISTING ROOF ACCESS LADDER AND ROOF HATCH.
11 EXISTING WATER FILTRATION SYSTEM & MANIFOLD. COORDINATE ANY
WORK WITH PLUMBING PLANS.
12 EXISTING WATER METER TO BE INCREASED IN SIZE. SEE PLUMBING AND
CIVIL PLANS.
13 EXISTING GAS METER TO REMAIN.
14 EXISTING ELECTRICAL PANEL TO REMAIN.
15 EXISTING FIRE SPRINKLER RISER TO REMAIN.
16 EXISTING STEAM GENERATOR EQUIPMENT TO REMAIN. DISCONNECT AND
REINSTALL AS REQ'D TO COMPLETE OTHER WORK.
17 EXISTING SAUNA AND EQUIPMENT TO REMAIN. COORDINATE FINISHES
WITH INTERIORS.
18 EXISTING ICE MAKER WITH STORAGE BIN TO BE REMOVED BY OWNER.
REINSTALLED BY CONTRACTOR AND CONNECTED TO WATER SUPPLY AND
DRAIN SYSTEMS AS REQ'D IN NEW LOCATION.
19 EXISTING WATER HEATER TO SUBSTANTIALLY REMAIN. COORDINATE NEW
PIPING PER PLUMBING PLANS.
20 EXISTING FIRE EXTINGUISHER TO SUBSTANTIALLY REMAIN. INSPECT
CONFIRMING IT IS UP TO DATE.
21 EXISTING FIRE EXTINGUISHER & CABINET TO BE SALVAGED AND
REINSTALLED. SEE NEW NOTED PLANS FOR NEW LOCATION.
22 EXISTING SKYLIGHT TO REMAIN.
23 REMOVE SKYLIGHT.
DEMO PL AN GENERAL NOTES: A. PROVIDE DEMOLITION WORK SHOWN ON THE DRAWINGS AND RELATED AND INCIDENTAL DEMOLITION WORK REQUIRED TO COMPLETE NEW CONSTRUCTION WORK.B. FIELD VERIFY EXISTING CONDITIONS, PRIOR TO START OF DEMOLITION OPERATIONS. BRING ANY DISCREPANCIES WHICH MAY SIGNIFICANTLY AFFECT DEMOLITION OR NEW CONSTRUCTION WORK TO THE ATTENTION OF THE ARCHITECT FOR REVIEW.C. PROTECT EXISTING CONSTRUCTION TO REMAIN FROM DAMAGE DURING DEMOLITION AND NEW CONSTRUCTION OPERATIONS.D. CONDUCT DEMOLITION OPERATIONS SO AS TO MINIMIZE THE DEVELOPMENT AND SPREAD OF DUST.E. REMOVE DEMOLITION MATERIALS FROM SITE PROMPTLY AND DISPOSE OF LEGALLY OFF SITE.F. DO NOT ALTER THE STRUCTURAL INTEGRITY OF THE EXISTING BUILDING OR ITS ASSEMBLIES UNLESS SPECIFICALLY NOTED OTHERWISE.G. UPON REMOVAL OF FINISH MATERIALS INDICATED OR REQUIRED, PREPARE SUBSTRATE TO RECEIVE NEW FINISH. REPAIR ANY EXISTING DAMAGE OR DAMAGE ARISING FROM DEMOLITION OPERATIONS, TO MATCH EXISTING AND AS NEEDED FOR INSTALLATION OF NEW FINISHES.H. PATCH AND REPAIR DAMAGE ARISING FROM DEMOLITION OPERATIONS TO FLOOR, WALL AND CEILING SURFACES.I. MAINTAIN A SEPARATION BETWEEN AREAS WITHIN THE SCOPE OF WORK AND AREAS OUTSIDE THE SCOPE OF WORK BY PROVIDING A PLASTIC SHEATHING BETWEEN CONTINUOUS SPACES AND/OR TAPING OF JOINTS AND GAPS TO PREVENT DUST MITIGATION.J. UPON COMPLETION, CLEAN THE ENTIRE AREA OF DEMOLITION AND NEW CONSTRUCTION TO A TIDY, UNIFORM CONDITION. CLEAN ALL AREAS IMPACTED BY DEMOLITION AND CONSTRUCTION OUTSIDE OF THE SCOPE OF WORK.K. COMPLY WITH ALL STANDARD LOCAL, STATE, NATIONAL AND FEDERAL SAFETY REQUIREMENTS FOR DEMOLITION.L. COORDINATE ANY SALVAGE OR REINSTALLED ITEMS WITH THE CLIENT.M. ALL FURNITURE AND FITNESS EQUIPMENT WILL BE REMOVED BY THEOWNER. ITEMS TO BE REINSTALLED WILL BE COORDINATED WITH THECONTRACTORS.N. ALL LIGHTING IN THE CEILINGS, WALL SCONCES, STRIP LIGHTING IS TO BEREMOVED. SEE ELECTRICAL PLAN & INTERIOR DESIGNER FOR NEWLIGHTING LOCATIONS AND SPECIFICATIONS.O. ALL PLUMBING FIXTURES ARE TO BE REMOVED UNLESS OTHERWISE NOTED.SEE PLUMBING PLANS & INTERIOR DESIGNER FOR NEW PLUMBINGFIXTURES. (MOST ARE SIMPLY BEING REPLACED IN SAME LOCATION)DEMO PLAN KEY NOTES:1 REMOVE EXISTING FLOOR FINISH & WALL BASE.2 REMOVE EXISTING MILLWORK / COUNTERTOP.3 REMOVE EXISTING JANITOR SINK.4 REMOVE EXISTING MIRROR.5 REMOVE EXISTING APPLIANCE.6 REMOVE EXISTING AUDIO SYSTEM. COORDINATE WITH OWNER AND A/VTEAM.7 REMOVE EXISTING DOOR & JAMB.8 REMOVE EXISTING WINDOW.9 EXISTING WHIRLPOOL TO SUBSTANTIALLY REMAIN. COORDINATE NEWFINISHES WITH INTERIORS. EXISTING EQUIPMENT, PLUMBING, ANDELECTRICAL TO REMAIN PROTECT IN PLACE.10 REMOVE EXISTING ROOF ACCESS LADDER AND ROOF HATCH.11 EXISTING WATER FILTRATION SYSTEM & MANIFOLD. COORDINATE ANYWORK WITH PLUMBING PLANS.12 EXISTING WATER METER TO BE INCREASED IN SIZE. SEE PLUMBING ANDCIVIL PLANS.13 EXISTING GAS METER TO REMAIN.
14 EXISTING ELECTRICAL PANEL TO REMAIN.
15 EXISTING FIRE SPRINKLER RISER TO REMAIN.
16 EXISTING STEAM GENERATOR EQUIPMENT TO REMAIN. DISCONNECT AND
REINSTALL AS REQ'D TO COMPLETE OTHER WORK.
17 EXISTING SAUNA AND EQUIPMENT TO REMAIN. COORDINATE FINISHES
WITH INTERIORS.
18 EXISTING ICE MAKER WITH STORAGE BIN TO BE REMOVED BY OWNER.
REINSTALLED BY CONTRACTOR AND CONNECTED TO WATER SUPPLY AND
DRAIN SYSTEMS AS REQ'D IN NEW LOCATION.
19 EXISTING WATER HEATER TO SUBSTANTIALLY REMAIN. COORDINATE NEW
PIPING PER PLUMBING PLANS.
20 EXISTING FIRE EXTINGUISHER TO SUBSTANTIALLY REMAIN. INSPECT
CONFIRMING IT IS UP TO DATE.
21 EXISTING FIRE EXTINGUISHER & CABINET TO BE SALVAGED AND
REINSTALLED. SEE NEW NOTED PLANS FOR NEW LOCATION.
22 EXISTING SKYLIGHT TO REMAIN.
23 REMOVE SKYLIGHT.
(E) = EXISTING
(X) = REMOVE
(R) = RELOCATED
(N) = NEW
RENOVATION LEGEND:
N
19
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24FIR ST FLOOR NOTEDFLOOR PLAN
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 2.1256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
03
04
B1
J6J5J3J2J1J4
H1
J10
H5
11
10
12
D4
E1
F1
F3
A7
H4
M3
M8
M2
M5
F2
G4
H2
H3
K4
0906
07
08
I1
G11
G12
C2
G3
G5
G1
A8
G2
K5
G7 G6
K2
K3
K1a K1 L1aL1
J11J9J7J8
M1
A4
18
J3a
J7a
36
37
38
C1
1920
21
22
17
16
15
14
13
A3
A2
D3
M4
A5
J8a
A6a
A6
B2
D2
05
40
39
D1
ELECTRICAL
RECEPTION
WOMEN'S
LOUNGE
SPA
OFFICE B
WOMENS HALL
DRESS A DRESS B
LAUNDRY HALLWAY
SPIN STUDIO
SALON
SALON
OFFICE
YOGA STUDIO
YOGA
ENTRY
STAFF LOUNGE
AEROBIC
STORAGE
SHOWER
STORAGE A
ELECTRICAL
SERVICE YARD
EQUIPMENT
YARD WEST
EQUIPMENT
YARD EAST
CRYOTHERAPY
STORAGE C
SPA
STORAGE
FITNESS STUDIO
GRAND
STAIR
RETAIL AREA
ENTRY LOUNGE
SALON
PREP
SALON
TOILET
SPA
PREP
SALON
STORAGE
FITNESS HALLWAY
SPA HALLWAY
TREATMENT
ROOM 1
TREATMENT
ROOM 2
TREATMENT
ROOM 3
TREATMENT
ROOM 4
TREATMENT
ROOM 5
TREATMENT
ROOM 6
TREATMENT
ROOM 7
TREATMENT
ROOM 8
SPA CLOSETTOILET A
STAIR B
STAIR C
PLANTING AREA
L AUNDRY
MECHANICAL A
INFRARED
SAUNA
WOMENS
STEAM
ROOM
WOMENS
WHIRLPOOL
WOMENS
LOCKERS
WOMENS
RESTROOM
MENS
LOCKERS
MENS
RESTROOM
MENS
WHIRLPOOL
MENS
STEAM
ROOM
MEN'S
LOUNGE
ELEVATOR
STORAGE B
ENTRY HALLWAY
TOILET B
SPA
OFFICE A
MENS
STORAGE
PLANTING AREA
(E) STEAM
GEN.
SHOWER
STORAGE D
SHOWER
SHOWER
ADA
SHOWER
SHOWER
ADA
SHOWER
4
A 6.2
2
A 6.1
A1
F
A 7.3
A
B
B
B
A
A
B
C
C
A
AAAA
A
C
C
B
B
B
A
A
A
D
D
D
B
B
C
C
C
C
D
D
D
D
D
D
C
C
C
M7
M6
G10
L2
G8
G9
AEROBIC
STUDIO
(E) DRYER
(E) WASHER
(E) WH(E) WH
(E) ELEC
(E) 600 AMP 3-PHASE
MAIN ELEC. PANEL
(E) TRANSFORMER
(R) ICE
(E) WATER FILTRATION
(E) FIRE SPRINKLER RISER
(E) WATER MAIN
(E) GAS METER
(E) GAS METER (POOL)
(E) FDC
DW.
T.
MW.COFFEE
R.O. WATER TAP
UP
192" RISE
30 RISERS @ 6.4"
(E) STEAM GENERATOR
+ STEAMIST AROMA PUMP
(E) ECOLAB
MANIFOLD
192" RISE
30 RISERS @ 6.4"
192" RISE
30 RISERS @ 6.4"
UP
44" CLEAR
UP
A
A7.1
B
A7.1
C
A7.2
D
A7.2
E
A7.3
F
A7.3
G
A7.3
H
A7.4
I
A7.4
J
A7.5
K
A7.5
N
EXTERIOR WALL FINISH LEGEND
STUCCO WALLS:
SHERWIN WILLIAMS PAINT SW9111 LRV 43
SMOOTH HAND TROWELED FINISH
SHERWIN WILLIAMS PAINT SW9112 LRV 33
SMOOTH HAND TROWELED FINISH
STONE VENEER:
TRAVERTINE
VERTICAL ORIENTATION. SEE LAYOUT PATTERN.
PANEL SIZES: 48" X 12" - 36" X 18" - 30" X 24"
METAL PANELS:
PAC-CLAD OR EQUAL BY BERRIDGE MANUFACTURING CO.
BOX RIB 1, VERTICAL ORIENTATION.
"MEDIUM BRONZE" FINISH
** CONTRACTOR TO SUBMIT ALL EXTERIOR MATERIAL SAMPLES TO THE
ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
C
B
A
D
(E) = EXISTING
(X) = REMOVE
(R) = RELOCATED
(N) = NEW
RENOVATION LEGEND:
20
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24SECOND FLOORNOTED FLOOR PLAN
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 2.2256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
N
N2
24
25
Q2
32313029
P2
P4
N4 N5
N7 N8
34
35
N3
N1
P1
P3
O1
*
R2
23
Q1
R3
R1a
R1
R5 R4
N6
26 27 28
8'-9"1'-3"16'-81/4"34'-83/4"42'-01/2"7'-1"40'-63/4"19'-11/2"15'-31/2"10'-9"33'-113/4"5'-61/4"15'-5"18'-43/4"14'-71/4"19'-7"61/4"
20'-81/4"25'-10"30'-41/2"5'-61/4"18'-23/4"3'-11/2"20'-0"6'-63/4"28'-11/4"14'-6"4'-61/4"23'-61/4"32'-41/2"21'-0"11'-0"7'-01/4"55'-9"27'-91/4"30'-01/4"10'-23/4"4
A 6.2
1
A 6.1
2
A 6.1
CARDIO STUDIO
TERRACE A
TERRACE B
STAIR C
STAIR B
ELEVATOR
FITNESS
OFFICE
PILATES STUDIO
GRAND
STAIR
UPPER LOBBY
WOMENS 2
MENS 2
RACQUET PRO SHOP
RACQUET
STORAGE
DRESS C
RACQUET
OFFICE A
RACQUET
OFFICE B
OPEN TO BELOW
MECHANICAL B
ADA
ADA
FITNESS
STORAGE
RACQUET
OFFICE C
DRESS D
MECHANICAL ATTIC 1 MECHANICAL ATTIC 2
SEE ROOF PLAN
SEE ROOF PLAN
SEE ROOF PL AN
SEE ROOF PLAN
SEE ROOF PLANSEE ROOF PLAN SEE ROOF PLAN
SEE ROOF PLANSEE ROOF PLAN
EXISTINGEXISTING
ROOF ACCESS DOOR
33
F
A 7.3
C
D
C
D
D
C
CC
A
A
B
B
B
AA
A
A
A
A
B
B
B
B
C
C
C
C
C
D
D
D
D
D
DN
15 RISERS
15 RISERS
192" RISE
30 RISERS @ 6.4"
192" RISE
30 RISERS @ 6.4"
(R) CRYO
EQUIPMENT
(E) AH 11
(E) AH 4(E) AH 5(E) AH 6(E) AH 2(E) AH 8(E) AH 1(E) AH 8*12(E) AH 11*00
(E) STEAM GENERATOR
+ STEAMIST AROMA PUMP
(E) AH (E) AH (E) AH(E) AH
DN
DN
MECHANICAL EQUIPMENT WORK ONLY MECHANICAL EQUIPMENT WORK ONLY
A
A7.1
B
A7.1
C
A7.2
D
A7.2
E
A7.3
F
A7.3
G
A7.3
H
A7.4
I
A7.4
J
A7.5
K
A7.5
EXTERIOR WALL FINISH LEGEND
STUCCO WALLS:
SHERWIN WILLIAMS PAINT SW9111 LRV 43
SMOOTH HAND TROWELED FINISH
SHERWIN WILLIAMS PAINT SW9112 LRV 33
SMOOTH HAND TROWELED FINISH
STONE VENEER:
TRAVERTINE
VERTICAL ORIENTATION. SEE LAYOUT PATTERN.
PANEL SIZES: 48" X 12" - 36" X 18" - 30" X 24"
METAL PANELS:
PAC-CLAD OR EQUAL BY BERRIDGE MANUFACTURING CO.
BOX RIB 1, VERTICAL ORIENTATION.
"MEDIUM BRONZE" FINISH
** CONTRACTOR TO SUBMIT ALL EXTERIOR MATERIAL SAMPLES TO THE
ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION.
C
B
A
D
(E) = EXISTING
(X) = REMOVE
(R) = RELOCATED
(N) = NEW
RENOVATION LEGEND:
21
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24DEMO ROOF PLAN
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 5.0256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
2
2'-
51/
2
"
2
2'-
51/
2
"
2
2'-
51/
2
"
2
2'-
51/
2
"
1
4'-
91/
2
"14'-91/2"1
4'-
91/
2
"14'-91/2"1
0'-
9
"
2
5'-6
"
2
5'-6
"
1
7'-6
"
1
4'-
8
"
1
4'-41/
2
"
9'-
7
" + 12'-4"
+ 14'-0"
+ 12'-4" + 12'-4"
+ 18'-4"
+ 18'-0"
+ 18'-0"
+ 33'-0"
+ 18'-0"
+ 16'-0"
+ 16'-0"
+ 18'-0"
+ 16'-8"
+ 16'-8"
+ 16'-8"
+ 18'-0"
+ 18'-0"
+ 16'-0"
+ 18'-0"
+ 12'-4"SLOPE3 : 12SLOPE3 : 12SLOPE3 : 12SLOPE3 : 12SLOPE3 : 12(E) EXISTING METAL STANDING SEAM ROOF TO REMAIN
NO WORK
(E) EXISTING ROOF TO SUBSTANTIALLY REMAIN(E) EXISTING ROOF TO SUBSTANTIALLY REMAIN(E) EXISTING ROOF TO SUBSTANTIALLY REMAIN(E) EXISTING ROOF TO SUBSTANTIALLY REMAIN
(E) EXISTING ROOF TO REMAIN
NO WORK
(E) EXISTING ROOF STRUCTURE TO SUBSTANTIALLY REMAIN
(X) HP-8
(X) DRYER VENT
(X) WATER HEATER FLUE (X) MAKEUP AIR VENT
(X) COMBUSTION AIR VENT
(X) HP-7
(X) HP-1
(X) HP-4
(X) HP-6
(X) HP-2 (X) HP-3
(X) HP-5
(X) HP
(X) HP (X) HP
(X) HP(X) HP
(X) HP(X) HP
(X) EC
(R) DISH (R) DISH
(X) EF-5
(X) EF-1
(X) EF-3
(X) EF-2
(X) EF-4b
(X) EF-4a
(E) EXISTING ROOF STRUCTURE TO SUBSTANTIALLY REMAIN
(R) DISH
(X) COMMUNICATIONS
ANTENNA
(X) COMMUNICATIONS
ANTENNA
(X) COMMUNICATIONS
ANTENNA
(X) CONDENSER
(X) WATER HEATER FLUE
(X) VENT
(X) VENT
(X) VENT
(X) VENT
(X) VENT
(X) VENT
(X) HP (X) HP
(X) HP
(X) VENT
(X) VENT
(X) VENT
(R) CRYO CONDENSER
(X) VENT
(X) VENT
(E) HOSE BIB
(X) VENT
(X) VENT
(X) VENT
(X) SKYLIGHT
(X) SKYLIGHT
(X) SKYLIGHT
(X) SKYLIGHT
(X) SKYLIGHT
(X) SKYLIGHT
(X) SKYLIGHT
(X) SKYLIGHT (X) COMMUNICATIONS
ANTENNA
(E) HOSE BIB
(X) VENT
(X) VENT
SAUNA EQUIP?
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(X) ROOF HATCH
(X) ROOF HATCH
(E) EXISTING METAL STANDING SEAM ROOF TO REMAIN
NO WORK
NEW ROOF ACCESS DOOR FROM MECHANICAL B
PARAPET LADDER
N
SCALE: 3/16" = 1'-0"
22
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24R OOF PLAN
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 5.2256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
4
A 6.2
1
A 6.1
3
A 6.2
2
A 6.127'-101/2"24'-71/2"2 8 '-6 "28'-6"2
8
'-
6
"
2
8'-
6
"
2 8 '-6 "
2
2'-
51/
2
"
2
2'-
51/
2
"
2
2'-
51/
2
"
2
2'-
51/
2
"
1
4'-
91/
2
"14'-91/2"1
4'-
91/
2
"14'-91/2"1
0'-
9
"
10'-31/2"
27'-4"
2 7 '-4 "
2
4'-
51/
2
"
+ 32'-0"
+ 31'-6"
+ 31'-6"
+ 34'-0"
+ 36'-0"
+ 26'-0"
+ 30'-0"
+ 36'-0"
+ 32'-0"
+ 32'-0"
+ 28'-0"
+ 12'-4"
+ 14'-0"
+ 12'-4" + 12'-4" + 12'-4"
+ 13'-8"
+ 18'-0"
+ 18'-0"
+ 30'-0"
+ 32'-0"
+ 32'-0" + 32'-0"
+ 18'-4"
+ 30'-0"
+ 18'-0"
+ 18'-0"
+ 18'-0"
+ 32'-0"
+ 36'-0"
+ 36'-0"
+ 33'-0"
+ 18'-0"
+ 28'-0"SLOPE3 : 12SLOPE3 : 12SLOPE3 : 12SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE
1/4" : 12"
SLOPE
1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE
1/4" : 12"
SLOPE
1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE
1/4" : 12"SLOPE1/4" : 12"SLOPE
1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE
1/4" : 12"
SLOPE
1/4" : 12"
SLOPE
1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"SLOPE
1/4" : 12"SLOPE3" : 12"SLOPE1/4" : 12"SLOPE
1/4" : 12"SLOPE1/4" : 12"SLOPE
1/4" : 12"
SLOPE
1/4" : 12"SLOPE1/4" : 12"SLOPE1/4" : 12"(E) EXISTING METAL STANDING SEAM ROOF TO REMAIN
NO WORK
(E) EXISTING ROOF TO SUBSTANTIALLY REMAIN(E) EXISTING ROOF TO SUBSTANTIALLY REMAIN(E) EXISTING ROOF TO SUBSTANTIALLY REMAIN(E) EXISTING ROOF TO SUBSTANTIALLY REMAIN
(E) EXISTING ROOF TO REMAIN
NO WORK
(E) EXISTING ROOF STRUCTURE TO SUBSTANTIALLY REMAIN
(E) EXISTING ROOF STRUCTURE TO SUBSTANTIALLY REMAIN
(R) CRYO CONDENSER
INTEGRATED GUTTER
INTEGRATED GUTTER
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(X) REMOVE EXISTING ROOF AND STRUCTURE COMPLETELY
(E) EXISTING METAL STANDING SEAM ROOF TO REMAIN
NO WORK
(N) EQUIP
(N) EQUIP
(N) EQUIP
(N) EQUIP
NEW ROOF ACCESS DOOR FROM MECHANICAL B
PARAPET LADDER
N
ROOF MATERIALS & LEGEND
DENOTES DIRECTION OF SLOPE AND
MINIMUM SLOPE REQUIRED
ROOF CRICKET
ROOF DRAIN
IB PVC MEMBRANE ROOF ASSEMBLY
COLOR: COOL SAND
CRRC ID NO: 0640-0003
SOLAR REFLECTANCE: 0.77
THERMAL EMITTANCE: 0.87
SRI VALUE INITIAL: 95
SRI VALUE 3-YEAR AGED: 78
LRV: 65
PAC-CLAD STANDING SEAM SNAP-ON-
BATTEN ROOFING SYSTEM,
MEDIUM BRONZE FINISH.
26 GA. GALV. METAL FLASHING
PAINT TO MATCH ADJACENT
SURFACE MATERIAL. VERIFY WITH
ARCHITECT AT EACH LOCATION.
NOTE:
ALL ELEVATIONS ARE NOTED IN
RELATIONSHIP TO F.F. / DATUM 0'-0"
SCALE: 3/16" = 1'-0"
23
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24EX TER IORELEVATIONS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 6.1256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
36'-0"
30'-0"
26'-0"
28'-6"
16'-0"
13'-0"
10'-0"
18'-0"
10'-0"
1'-0"
16'-0"
27'-101/4"
36'-0"
34'-0"
32'-0"
26'-0"
27'-4"
17'-21/2"
10'-0"
1'-0"
26'-0"
18'-0"
41'-6"
24'-71/4"
19'-6"
0"
19'-6"
10'-0"
5'-0"
18
35
19 20 21
01
02
0 3 04
23
A1
R 2
B1
02
22
256
D
C
B
D
D
C
C
C
C C
C C
A
ILLUMINATED BUILDING ADDRESS ON SITE WALL
LIT BY LANDSCAPE GROUND LIGHT.
GARDEN WALLMETAL COLUMN SURROUND
GLASS GUARDRAIL GLASS GUARDRAIL
METAL FASCIA
MATCH METAL ROOF
CURTAIN WALL DECORATIVE CAPS.
DETAILING MIMICS CURTAIN WALL DETAIL ON MAIN CLUBHOUSE ACROSS PARKING LOT.
STANDING SEAM ROOF CONTINUES UNDER FAUX "CROWN" DETAIL.
HORIZONTAL MEMBER HELD 4" OFF ROOF SURFACE TO SUPPORT CURTAIN WALL FRAMING.
FINISHED FLOOR (DATUM 0'-0") = 896.5'
METAL FASCIA
MATCH METAL ROOF
EXISTING EQUIPMENT SCREEN WALL EXISTING TENNIS FENCE.
NO WORK
EXISTING POOL FENCE.
NO WORK
EXISTING POOL EQUIPMENT SCREEN WALL
TO REMAIN. REPAINT STUCCO.
ELEVATION KEY
3
1
24
12'-4"
14'-0"
10'-91/4"
8'-0"
22'-51/2"
14'-91/2"
18'-0"
10'-4"
32'-0"
36'-0"
27'-4"
26'-0"
17'-21/2"
3'-0"
10'-0"
18'-0"
34'-0"
36'-0"
41'-6"
30'-0"
31'-6"
08 09 10 11 12
33
13 14 15 16 17
34
I1 D4
A AB A B
B A
A
C
D
B
C
C
13'-0"
20'-0"
METAL FASCIA
MATCH METAL ROOF
EXISTING POOL FENCE.
NO WORK
EXISTING POOL EQUIPMENT SCREEN WALL
TO REMAIN. REPAINT STUCCO.
EXISTING POOL FENCE.
NO WORK
EXISTING POOL FENCE.
NO WORK
EXISTING RETAINING WALL.
NO WORK. REPAINT ONLY.
METAL FASCIA
MATCH METAL ROOF
METAL FASCIA
MATCH METAL ROOF
FINISHED FLOOR (DATUM 0'-0") = 896.5'
EXISTING METAL ROOF TO REMAIN.
NO WORK
EXISTING METAL ROOF TO REMAIN.
NO WORK
EXISTING TO SUBSTANTIALLY REMAINEXISTING TO SUBSTANTIALLY REMAINEXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAIN
EXTERIOR MATERIALS & COLORS
STUCCO WALLS:
SHERWIN WILLIAMS PAINT SW9111 LRV 43
SMOOTH HAND TROWELED FINISH
SHERWIN WILLIAMS PAINT SW9112 LRV 33
SMOOTH HAND TROWELED FINISH
STONE VENEER:
TRAVERTINE
VERTICAL ORIENTATION. SEE LAYOUT PATTERN.
PANEL SIZES: 48" X 12" - 36" X 18" - 30" X 24"
METAL PANELS:
PAC-CLAD OR EQUAL BY BERRIDGE MANUFACTURING CO.
BOX RIB 1, VERTICAL ORIENTATION.
"MEDIUM BRONZE" FINISH
DOORS & WINDOWS:
ARCADIA WINDOWS & DOORS
MEDIUM BRONZE ANODIZED ALUMINUM FINISH
STUCCO EAVES & FASCIAS:
PAINT TO MATCH METAL ROOF
SMOOTH HAND TROWELED FINISH
STANDING SEAM ROOF:
PAC-CLAD OR EQUAL BY BERRIDGE MANUFACTURING CO.
"SNAP-ON-BATTEN" STYLE STANDING SEAM ROOF
"MEDIUM BRONZE" FINISH
EQUIPMENT SHROUD:
METAL, PAINT TO MATCH DR/WN FRAME
METAL COLUMN:
PAC-CLAD - 1000F COLUMN COVER
FINISH TO MATCH METAL ROOF
** CONTRACTOR TO SUBMIT ALL EXTERIOR MATERIAL SAMPLES TO THE
ARCHITECT & HOA FOR APPROVAL PRIOR TO INSTALLATION.
A
B
C
D
ELEVATION KEY NOTES:1 THREE COAT EXTERIOR PORTLAND CEMENT PLASTER. SMOOTH HANDTROWELED FINISH. INSTALL IN COMPLIANCE W/ 2022 CRC R703.7. SEEDETAIL 1/A9.1. PROVIDE GALV. WEEP SCREED AT PERIMETER OF BUILDINGPLACED A MINIMUM OF 4" ABOVE THE EARTH OR 2" MEASUREDVERTICALLY FROM CONCRETE STEPS AND PORCH SLABS. SIMILARHORIZONTAL SURFACES EXPOSED TO THE WEATHER SHALL BE NATURALLYDURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED. 2022 CRC317.1 (5). SEE DETAIL 1/A9.1.2 EXTERIOR STONE VENEER. ANCHORED STONE TO BE INSTALLED INCOMPLIANCE W/ 2022 CRC R703.8. ADHERED STONE TO BE INSTALLED INCOMPLIANCE W/ 2022 CRC R703.12. SEE DETAIL 2/A9.1.3 BERRIDGE METAL STANDING SEAM TEE PANEL ROOFING SYSTEM, DARKBRONZE KYNAR FINISH. TESTED IN ACCORDANCE W/ UL 263. INSTALLIN COMPLIANCE W/ 2022 CRC R905.10. SEE DETAIL 4/A9.1.4 2-PIECE MISSION CLAY TILE ROOFING W/ 30% BOOST. PROVIDEUNDERLAYMENT AND AND BIRDSTOP PER MFR. SPECS. ROOF ASSEMBLYSHALL HAVE A CLASS "A" FIRE RATING PER ICC REPORT ESR-4395. INSTALL INCOMPLIANCE W/ 2022 CRC R905.3. SEE DETAIL 3/A9.1.5 DECORATIVE METAL CHIMNEY SHROUD. PAINT TO MATCH METAL ROOF.CHIMNEY TO TERMINATE A MINIMUM OF 2'-0" ABOVE ANY PART OF THEBUILDING WITHIN A 10'-0" RADIUS. SEE DETAIL 15/A9.1.6 EXTERIOR WALL SCONCE. SEE ELECTRICAL DRAWINGS.7 POST W/ BRAKE METAL TRIM. FINISH TO MATCH DR/WN FRAME. SEEDETAILS.8 AWNING W/ BRAKE METAL COVER, FINISH TO MATCH DR/WN FRAME. SEEDETAILS 16&17/A9.1.9 TRANSOM W/ BRAKE METAL COVER, FINISH TO MATCH DR/WN FRAME.SEE DETAILS 7/A9.110 GLASS GUARD AT 42" A.F.F. W/ RECESSED BASE SHOE TO COMPLY WITH2022 CBC R312.1. INSTALL PER ICC ESR-3269. SEE DETAIL 19/A8.1.11 EGRESS WINDOW. DIMENSIONS TO COMPLY W/ 2022 CRC R310.1.
12 STONE SLAB, SEE INTERIOR ELEVATIONS.
NOTE:
ALL ELEVATIONS ARE NOTED IN
RELATIONSHIP TO F.F. / DATUM 0'-0"
SCALE: 1/4" = 1'-0"1 NORTH ELEVATION (FRONT)
SCALE: 1/4" = 1'-0"2 EAST ELEVATION (POOL SIDE )
24
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24EX TER IORELEVATIONS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 6.2256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
30'-0"
32'-0"
36'-0"
41'-6"
36'-0"
30'-0"
26'-0"
28'-6"
16'-0"
13'-0"
28'-0"
18'-0"
22'-51/2"
14'-91/2"
14'-0"
10'-91/4"
12'-4"
19'-6"
24
05
25
06 07
N2
E1
F1
A
A A
B
B
B
BB
B
BC
C
C
C
A
AB
A
EXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAINEXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAIN EXISTING TO SUBSTANTIALLY REMAIN
EXISTING RETAINING WALL.
NO WORK. REPAINT ONLY.
EXISTING SITE WALL.
NO WORK. REPAINT ONLY.
EXISTING SITE WALL.
REFINISH PER SITE PLAN
EXISTING SITE WALL.
REFINISH PER SITE PLAN NEW STAIR C
36'-0"
34'-0"
32'-0"
30'-0"
28'-0"
22'-51/2"
18'-0"
13'-8"
12'-4"
14'-0"14'-0"
16'-0"16'-0"16'-0"
32'-0"
36'-0"
30'-0"
26'-0"
28'-6"
12'-4"
41'-6"
26 27 28
29 30 31 32
AC
D
A A A
AA C
C
C
AB
A
AA
C
GLASS GUARDRAIL
METAL FASCIA
MATCH METAL ROOF
FINISHED FLOOR (DATUM 0'-0") = 896.5'
CURTAIN WALL DECORATIVE CAPS.
DETAILING MIMICS CURTAIN WALL DETAIL ON MAIN CLUBHOUSE ACROSS PARKING LOT.
EXISTING METAL ROOF TO REMAIN.
NO WORK EXISTING METAL ROOF TO REMAIN.
NO WORK
EXISTING RETAINING WALL.
NO WORK. REPAINT ONLY.
EXISTING RETAINING WALL.
NO WORK. REPAINT ONLY.
EXISTING RETAINING WALL.
NO WORK. REPAINT ONLY.
NEW BUILDING WALL ENCLOSING SPA PATIO
FLUSH WITH EXISTING TO REMAIN WALL
NEW BUILDING WALL ENCLOSING SPA PATIO
FLUSH WITH EXISTING TO REMAIN WALL
EXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAIN EXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAINEXISTING TO SUBSTANTIALLY REMAIN
EXISTING TO SUBSTANTIALLY REMAIN EXISTING TO SUBSTANTIALLY REMAINEXISTING TO SUBSTANTIALLY REMAIN
EXISTING RETAINING WALL.
NO WORK. REPAINT ONLY.
ELEVATION KEY
3
1
24
EXTERIOR MATERIALS & COLORS
STUCCO WALLS:
SHERWIN WILLIAMS PAINT SW9111 LRV 43
SMOOTH HAND TROWELED FINISH
SHERWIN WILLIAMS PAINT SW9112 LRV 33
SMOOTH HAND TROWELED FINISH
STONE VENEER:
TRAVERTINE
VERTICAL ORIENTATION. SEE LAYOUT PATTERN.
PANEL SIZES: 48" X 12" - 36" X 18" - 30" X 24"
METAL PANELS:
PAC-CLAD OR EQUAL BY BERRIDGE MANUFACTURING CO.
BOX RIB 1, VERTICAL ORIENTATION.
"MEDIUM BRONZE" FINISH
DOORS & WINDOWS:
ARCADIA WINDOWS & DOORS
MEDIUM BRONZE ANODIZED ALUMINUM FINISH
STUCCO EAVES & FASCIAS:
PAINT TO MATCH METAL ROOF
SMOOTH HAND TROWELED FINISH
STANDING SEAM ROOF:
PAC-CLAD OR EQUAL BY BERRIDGE MANUFACTURING CO.
"SNAP-ON-BATTEN" STYLE STANDING SEAM ROOF
"MEDIUM BRONZE" FINISH
EQUIPMENT SHROUD:
METAL, PAINT TO MATCH DR/WN FRAME
METAL COLUMN:
PAC-CLAD - 1000F COLUMN COVER
FINISH TO MATCH METAL ROOF
** CONTRACTOR TO SUBMIT ALL EXTERIOR MATERIAL SAMPLES TO THE
ARCHITECT & HOA FOR APPROVAL PRIOR TO INSTALLATION.
A
B
C
D
ELEVATION KEY NOTES:1 THREE COAT EXTERIOR PORTLAND CEMENT PLASTER. SMOOTH HANDTROWELED FINISH. INSTALL IN COMPLIANCE W/ 2022 CRC R703.7. SEEDETAIL 1/A9.1. PROVIDE GALV. WEEP SCREED AT PERIMETER OF BUILDINGPLACED A MINIMUM OF 4" ABOVE THE EARTH OR 2" MEASUREDVERTICALLY FROM CONCRETE STEPS AND PORCH SLABS. SIMILARHORIZONTAL SURFACES EXPOSED TO THE WEATHER SHALL BE NATURALLYDURABLE WOOD OR WOOD THAT IS PRESERVATIVE TREATED. 2022 CRC317.1 (5). SEE DETAIL 1/A9.1.2 EXTERIOR STONE VENEER. ANCHORED STONE TO BE INSTALLED INCOMPLIANCE W/ 2022 CRC R703.8. ADHERED STONE TO BE INSTALLED INCOMPLIANCE W/ 2022 CRC R703.12. SEE DETAIL 2/A9.1.3 BERRIDGE METAL STANDING SEAM TEE PANEL ROOFING SYSTEM, DARKBRONZE KYNAR FINISH. TESTED IN ACCORDANCE W/ UL 263. INSTALLIN COMPLIANCE W/ 2022 CRC R905.10. SEE DETAIL 4/A9.1.4 2-PIECE MISSION CLAY TILE ROOFING W/ 30% BOOST. PROVIDEUNDERLAYMENT AND AND BIRDSTOP PER MFR. SPECS. ROOF ASSEMBLYSHALL HAVE A CLASS "A" FIRE RATING PER ICC REPORT ESR-4395. INSTALL INCOMPLIANCE W/ 2022 CRC R905.3. SEE DETAIL 3/A9.1.5 DECORATIVE METAL CHIMNEY SHROUD. PAINT TO MATCH METAL ROOF.CHIMNEY TO TERMINATE A MINIMUM OF 2'-0" ABOVE ANY PART OF THEBUILDING WITHIN A 10'-0" RADIUS. SEE DETAIL 15/A9.1.6 EXTERIOR WALL SCONCE. SEE ELECTRICAL DRAWINGS.7 POST W/ BRAKE METAL TRIM. FINISH TO MATCH DR/WN FRAME. SEEDETAILS.8 AWNING W/ BRAKE METAL COVER, FINISH TO MATCH DR/WN FRAME. SEEDETAILS 16&17/A9.1.9 TRANSOM W/ BRAKE METAL COVER, FINISH TO MATCH DR/WN FRAME.SEE DETAILS 7/A9.110 GLASS GUARD AT 42" A.F.F. W/ RECESSED BASE SHOE TO COMPLY WITH2022 CBC R312.1. INSTALL PER ICC ESR-3269. SEE DETAIL 19/A8.1.11 EGRESS WINDOW. DIMENSIONS TO COMPLY W/ 2022 CRC R310.1.
12 STONE SLAB, SEE INTERIOR ELEVATIONS.
NOTE:
ALL ELEVATIONS ARE NOTED IN
RELATIONSHIP TO F.F. / DATUM 0'-0"
SCALE: 1/4" = 1'-0"4 WEST ELEVATION (TENNIS SIDE )
SCALE: 1/4" = 1'-0"3 SOUTH ELEVATION (REAR)
25
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24BUIL DING SECT IONS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 7.1256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
10'-0"8'-0"8'-0"10'-0"36'-0"
32'-0"
30'-0"
22'-51/2"
14'-91/2"
12'-4"
896.5'
912.5'
TREATMENT
ROOM 3
SPA
HALLWAY
WOMENS
LOUNGE
WOMENS
RESTROOM
WOMENS
LOCKERSSTORAGE CLAUNDRY
HALLWAYAEROBICS STUDIO
RACQUET PRO SHOP DRESS C
EQUIPMENT EQUIPMENT
FF / 0'-0" DATUM
2ND LEVEL FF
36'-0"
32'-0"
28'-0"
22'-51/2"
18'-0"
14'-91/2"
12'-4"
30'-0"
26'-0"
896.5'
912.5'
TREATMENT
ROOM 1
SPA
HALLWAY
SPA
OFFICE B
WOMENS
RESTROOM
WOMENS
LOCKER ROOM LAUNDRY MECHANICAL A SPIN
STUDIO
RACQUET OFFICE ARACQUET PRO SHOPRACQUET STORAGE
FF / 0'-0" DATUM
2ND LEVEL FF
A
A7.1
B
A7.1
C
A7.2
D
A7.2 E
A7.3
K
A7.5
J
A7.5
I
A7.4
F
A7.3
H
A7.4
G
A7.3
SECTION KEY PLAN
K
A7.5
J
A7.5
I
A7.4
H
A7.4
G
A7.3
A
A7.1
B
A7.1
C
A7.2
D
A7.2
E
A7.3
F
A7.3
SCALE: 1/4" = 1'-0"B SECTION REFERENCE
SCALE: 1/4" = 1'-0"A SECTION REFERENCE
26
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24BUIL DING SECT IONS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 7.2256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
12'-4"12'-0"4'-0"1'-4"2'-0"4'-0"13'-0"3'-0"12'-0"4'-0"36'-0"36'-0"36'-0"
32'-0"
30'-0"
18'-0"
12'-4"
13'-8"
896.5'
912.5'
940.0'
40'-0"
41'-6"
36'-0"
30'-0"
26'-0"26'-0"26'-0"
RECEPTION
UPPER LOBBYWOMENS 2MENS 2MECHANICAL B
ENTRY
HALLWAY
SALON
OFFICE
SALON
STORAGESALONSPA
HALLWAY
TREATMENT
ROOM 6
GRAND STAIR
FF / 0'-0" DATUM
2ND LEVEL FF
MAX BUILDING HEIGHT
5'-0"16'-0"17'-0"1'-0"9'-0"6'-0"3'-6"18'-0"13'-8"12'-4"30'-0"16'-0"16'-0"36'-0"
33'-0"
32'-0"
30'-0"
18'-0"
12'-4"
16'-0"
26'-0"
22'-0"
26'-0"
30'-0"
36'-0"36'-0"36'-0"
896.5'
912.5'
940.0'
41'-6"
40'-0"
TREATMENT
ROOM 6
ROOM 6
SHOWER
SPA
HALLWAY YOGA STUDIO STAFF LOUNGE ENTRY HALLWAY STORAGE A ELEVATOR ELEVATOR
LANDING FITNESS STUDIO
CARDIO STUDIOELEVATORELEVATOR
LANDINGMECHANICAL B
FF / 0'-0" DATUM
2ND LEVEL FF
MAX BUILDING HEIGHT
EXISTING METAL STANDING SEAM ROOF TO REMAIN
A
A7.1
B
A7.1
C
A7.2
D
A7.2 E
A7.3
K
A7.5
J
A7.5
I
A7.4
F
A7.3
H
A7.4
G
A7.3
SECTION KEY PLAN
K
A7.5
J
A7.5
I
A7.4
H
A7.4
G
A7.3
A
A7.1
B
A7.1
C
A7.2
D
A7.2
E
A7.3
F
A7.3
SCALE: 1/4" = 1'-0"C SECTION REFERENCE
SCALE: 1/4" = 1'-0"D SECTION REFERENCE
27
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24BUIL DING SECT IONS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 7.3256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
10'-0"8'-0"8'-0"5'-6"4'-6"12'-4"16'-0"16'-0"32'-0"
12'-4"
26'-0"
10'-0"
17'-21/2"
36'-0"
41'-6"
40'-0"
896.5'
912.5'
940.0'
TREATMENT
ROOM 8
SPA
HALLWAY
MENS
STEAM ROOM
MENS
WHIRLPOOL SHOWER SHOWER MENS
LOCKER ROOM WATER CLOSET WATER CLOSET FITNESS HALLWAY STAIR B
STAIR B
FITNESS STUDIO
CARDIO STUDIO
EQUIPMENTEQUIPMENT
(R) CRYO EQUIPMENT
FF / 0'-0" DATUM
2ND LEVEL FF
MAX BUILDING HEIGHT
EXISTING WHIRLPOOL TO REMAIN.
REFINISH PLASTER FINISH TO NEW COLOR.
EXISTING METAL ROOF AND STRUCTURE
TO REMAIN.
TREATMENT ROOM STRUCTURE
TO SUBSTANTIALLY REMAIN.
INTERIOR FINISH REPLACEMENT.16'-0"10'-0"6'-0"10'-0"8'-0"8'-0"1'-4"4'-2"2'-6"2'-0"31'-6"
26'-0"
10'-0"
41'-6"
40'-0"
896.5'
912.5'
STAIR B CARDIO STUDIO
FITNESS STUDIO
ENTRY TO
FITNESS HALLWAY
FF / 0'-0" DATUM
2ND LEVEL FF
18'-0"8'-0"1'-4"4'-2"6"13'-0"3'-0"11'-1"1'-5"3'-6"26'-0"
31'-6"
32'-0"
13'-0"
16'-0"
28'-6"
27'-0"
32'-0"
896.5'
912.5'
FITNESS STUDIO
CARDIO STUDIO UPPER LOBBY
RECEPTION AEROBICS STUDIO SPIN STUDIO
RACQUET PRO SHOP TERRACE B
ELECTRICAL
FF / 0'-0" DATUM
2ND LEVEL FF
A
A7.1
B
A7.1
C
A7.2
D
A7.2 E
A7.3
K
A7.5
J
A7.5
I
A7.4
F
A7.3
H
A7.4
G
A7.3
SECTION KEY PLAN
K
A7.5
J
A7.5
I
A7.4
H
A7.4
G
A7.3
A
A7.1
B
A7.1
C
A7.2
D
A7.2
E
A7.3
F
A7.3
SCALE: 1/4" = 1'-0"E SECTION REFERENCE
SCALE: 1/4" = 1'-0"F SECTION REFERENCE
SCALE: 1/4" = 1'-0"G SECTION REFERENCE
28
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24BUIL DING SECT IONS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 7.4256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
16'-0"12'-0"18'-0"16'-0"14'-0"30'-0"
18'-4"18'-0"
28'-0"
MENS
LOCKER ROOM
MENS
LOCKER ROOM
MENS
LOCKER ROOM ENTRY HALLWAY ENTRY HALLWAY ENTRY HALLWAY STORAGE C WOMENS
WHIRLPOOL
WOMENS
STEAM ROOM
STAIR C
RACQUET
STORAGEMECHANICAL B
EQUIPMENT
(R) CRYO
EQUIPMENT
(R) CRYO
EQUIPMENT
EQUIPMENTEQUIPMENT
(E) EQUIPMENT
YARD EAST
896.5'
912.5'
EXISTING WHIRLPOOL TO REMAIN.
REFINISH PLASTER FINISH TO NEW COLOR.
FF / 0'-0" DATUM
2ND LEVEL FF 13'-0"3'-0"6'-0"5'-0"1'-6"3'-6"32'-0"13'-0"
28'-6"
32'-0"32'-0"32'-0"
896.5'
912.5'
940.0'
36'-0"
MECHANICAL A AEROBICS STUDIO RECEPTION ELEVATOR
LANDING STORAGE B TOILET B
STAIR B
FITNESS OFFICEFITNESS STORAGEUPPER LOBBYWOMENS 2PILATES STUDIORACQUET PRO SHOPTERRACE B
FF / 0'-0" DATUM
2ND LEVEL FF
MAX BUILDING HEIGHT
A
A7.1
B
A7.1
C
A7.2
D
A7.2 E
A7.3
K
A7.5
J
A7.5
I
A7.4
F
A7.3
H
A7.4
G
A7.3
SECTION KEY PLAN
K
A7.5
J
A7.5
I
A7.4
H
A7.4
G
A7.3
A
A7.1
B
A7.1
C
A7.2
D
A7.2
E
A7.3
F
A7.3
SCALE: 1/4" = 1'-0"I SECTION REFERENCE
SCALE: 1/4" = 1'-0"H SECTION REFERENCE
29
GSPublisherVersion 1590.42.42.100
0 2'4'8'
1
SCA LE: 1/4" = 1'-0"
Q.C.DATE: 9/12/24BUIL DING SECT IONS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 7.5256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONNOT FOR
CONSTR UCT ION
NOT FOR
CONSTR UCT ION
CITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.406818'-0"18'-0"18'-0"18'-0"
14'-0"
18'-0"18'-4"18'-0"
14'-0"
896.5'
912.5'
MENS WHIRLPOOL MENS LOUNGE YOGA STUDIO SALON SALON WOMENS LOCKER ROOM
FF / 0'-0" DATUM
2ND LEVEL FF
INFILL REMOVED CLERESTORY WINDOWINFILL REMOVED CLERESTORY WINDOW INFILL REMOVED CLERESTORY WINDOWINFILL REMOVED CLERESTORY WINDOW INFILL REMOVED CLERESTORY WINDOWINFILL REMOVED CLERESTORY WINDOW
EXISTING METAL STANDING SEAM ROOF TO REMAIN EXISTING METAL STANDING SEAM ROOF TO REMAIN EXISTING METAL STANDING SEAM ROOF TO REMAINEXISTING METAL STANDING SEAM ROOF TO REMAIN
EXISTING WHIRLPOOL TO REMAIN.
REFINISH PLASTER FINISH TO NEW COLOR.TENNIS COURTS BEYONDOUTDOOR FENCED POOL BEYOND12'-4"12'-4"
14'-0"
12'-4"
13'-8"
18'-0"
30'-0"
32'-0"
896.5'
912.5'
940.0'
SPA
OFFICE A
TREATMENT
ROOM 1
TREATMENT
ROOM 2
TREATMENT
ROOM 3
TREATMENT
ROOM 4
TREATMENT
ROOM 5
TREATMENT
ROOM 6
TREATMENT
ROOM 7
TREATMENT
ROOM 8
SPA
CLOSET TOILET A
FF / 0'-0" DATUM
2ND LEVEL FF
MAX BUILDING HEIGHT
EXISTING METAL STANDING SEAM ROOF TO REMAIN EXISTING METAL STANDING SEAM ROOF TO REMAIN
A
A7.1
B
A7.1
C
A7.2
D
A7.2 E
A7.3
K
A7.5
J
A7.5
I
A7.4
F
A7.3
H
A7.4
G
A7.3
SECTION KEY PLAN
K
A7.5
J
A7.5
I
A7.4
H
A7.4
G
A7.3
A
A7.1
B
A7.1
C
A7.2
D
A7.2
E
A7.3
F
A7.3
SCALE: 1/4" = 1'-0"J SECTION REFERENCE
SCALE: 1/4" = 1'-0"K SECTION REFERENCE
30
GSPublisherVersion 1590.42.42.100
1
SCALE: AS NOTED
Q.C.DATE: 9/12/24TY PICA L DETAILS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 9.0256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONCITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
FRAMING / SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
SELF FURRING GALVANIZED METAL LATH
7/8" THREE COAT PORTLAND CEMENT PLASTER W/
CRACK RESISTANCE MESH. SMOOTH HAND TROWELED
FINISH, SEE ELEVATIONS FOR SPECIFICATIONS.
ICYNENE PROSEAL LE CLOSED CELL SPRAY
FOAM INSULATION (R-7 PER INCH). TESTED
IN ACCORDANCE W/ ICC #ESR-1826.
5/8" TYPE "X" GYP. BRD.
NOTE:
REFER TO T24 REPORT FOR SPECIFIC R-VALUE
REQUIRED.
SELF FURRING GALVANIZED METAL LATH
SCRATCH COAT W/ HORIZONTAL RAKE
MORTAR BED
ADHERED STONE VENEER, SEE ELEVATIONS
FOR SPECIFICATIONS
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
5/8" TYPE "X" GYP. BRD.
ICYNENE PROSEAL LE CLOSED CELL SPRAY
FOAM INSULATION (R-7 PER INCH). TESTED
IN ACCORDANCE W/ ICC #ESR-1826.
NOTE:
REFER TO T24 REPORT FOR SPECIFIC R-VALUE
REQUIRED.
WEATHER RESISTIVE BARRIER
FRAMING / SHEATHING PER STRUCT.
METAL PANEL
S.S. FASTENER W/ NEOPRENE WASHER
AT PANEL CLIPS
ICYNENE PROSEAL LE CLOSED CELL SPRAY
FOAM INSULATION (R-7 PER INCH). TESTED IN
ACCORDANCE W/ ICC #ESR-1826.
5/8" TYPE "X" GYP. BRD.
NOTE:
REFER TO T24 REPORT FOR SPECIFIC R-VALUE
REQUIRED.
INSIDE CORNER TRIM
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
SPRAY FOAM INSULATION
CORNER BEAD
BEND SELF-FURRING LATH
90 DEG., MAINTAIN CONT.
PIECE FOR MIN. 24" FROM
CORNER IN BOTH DIRECTIONS
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
SPRAY FOAM INSULATION
FRAMING / SHEATHING PER STRUCT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
INSIDE CORNER TRIM
WEATHER RESISTIVE BARRIER
SPRAY FOAM INSULATION
SEALANT TO MATCH STONE
SCHLUTER "FINEC" OUTSIDE WALL
CORNER, PAINT TO MATCH STONE
ADHERED STONE VENEER
WALL ASSEMBLY- SEE 2/A9.1
SPRAY FOAM INSULATION
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
CORNER
SPRAY FOAM INSULATION
FRAMING / SHEATHING PER STRUCT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
J MOULDING
1/4" EXPANSION GAP
WEATHER RESISTIVE BARRIER
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
SPRAY FOAM INSULATION
SEALANT - MATCH METAL2"4"4"2"P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
WEEP SCREED TO COMPLY W/ CBC 2512.1.2.
PROVIDE STUCCO SKIM COAT BELOW WEEP AT
EXPOSED CONCRETE. PAINT TO MATCH WALL COLOR.
WEATHER RESISTIVE BARRIER
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
HARDSCAPE FINISH PER LANDSCAPE,
SLOPE AWAY FROM BUILDING 2%
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
EXPANSION FILLER
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER 6"2"4"4"P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
WEATHER RESISTIVE BARRIER
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FINISH PER LANDSCAPE, SLOPE AWAY
FROM BUILDING 2%
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
WEEP SCREED TO COMPLY W/ CBC 2512.1.2.
PROVIDE STUCCO SKIM COAT BELOW WEEP AT
EXPOSED CONCRETE. PAINT TO MATCH WALL COLOR.
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
2"4"2"EXPANSION FILLER
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
WEATHER RESISTIVE BARRIER
FINISH PER LANDSCAPE, SLOPE
AWAY FROM BUILDING 2%
GROUT SOLID
FOUNDATION WATERPROOFING
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
WEEP HOLE W/ GALVANIZED SHEET
METAL FLASHING & BEDDING SEAL.
NO MORTAR AT THIS JOINT.
CASING BEAD W/ WEEP HOLES
2"4"4"2"P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
WEATHER RESISTIVE BARRIER
HARDSCAPE FINISH PER LANDSCAPE,
SLOPE AWAY FROM BUILDING 2%
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
EXPANSION FILLER
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
FIELD DRILL WEEP HOLES 16" O.C..PROVIDE
STUCCO SKIM COAT BELOW WEEP AT EXPOSED
CONCRETE. PAINT TO MATCH WALL COLOR.2"4"ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
WEATHER RESISTIVE BARRIER
FINISH PER LANDSCAPE, SLOPE AWAY
FROM BUILDING 2%
GROUT SOLID
FOUNDATION WATERPROOFING
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
WEEP HOLE W/ GALVANIZED SHEET
METAL FLASHING & BEDDING SEAL.
NO MORTAR AT THIS JOINT.
CASING BEAD W/ WEEP HOLES
6"2"4"4"P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
WEATHER RESISTIVE BARRIER
FINISH PER LANDSCAPE, SLOPE AWAY
FROM BUILDING 2%
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
FIELD DRILL WEEP HOLES 16" O.C..PROVIDE
STUCCO SKIM COAT BELOW WEEP AT EXPOSED
CONCRETE. PAINT TO MATCH WALL COLOR.
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
2ND LEVEL F.F.
42" A.F.F.VERIFY6"METAL WALL
ASSEMBLY, SEE 3/A9.1
WEATHER RESISTIVE BARRIER
1/2" PLYWOOD
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
J-SCREED, PAINT TO MATCH
STUCCO
PAPER-BACKED RIB LATH
STEEL ANGLE, INSTALL PER MFR
INSTRUCTIONS IN ACCORDANCE W/
ICC ESR-3269.
FRAMING PER STRUCT.
CRL STANDOFF SYSTEMTILE CAP
MEMBRANE FLASHING
LAP OVER WEATHER
BARRIER ON FASCIA
1/2" LAMINATED TEMPERED GLASS
W/ SENTRY GLAS STRUCTURAL
INTERLAYER
BALCONY STONE FLOOR
ASSEMBLY
1" SHIM
2X BLOCKINGPER RCP - 3'-3" TYPICAL7"11/4"71/4"3/8"SECOND FLOOR LEVEL
LEDGER BEARING
1/2"
ACOUSTIC CEILING HANGER
SOUND INSULATION
VERIFY THICKNESS
SUSPENDED CEILING ASSEMBLY
STEEL ANGLE PER STRUCTURAL
(DOUBLES AS CONCRETE FORM PERIMETER)
1ST FLOOR WALL FRAMING
PER STRUCTURAL
2ND FLOOR WALL FRAMING
PER STRUCTURAL
BLOCKING AS REQ'D
7" COMPOSITE DECKING ASSEMBLY
PER STRUCTURAL.
3" DECK SHOWN.
FINISHED FLOOR PER INTERIOR DESIGNER.
DEPTH VARIES, COORDINATE WITH SUBSTRATE
THICKNESS.
1 1/4" ATHLETIC FLOORING SHOWN, INCLUDES 10MM UNDERLAYMENT
BLOCKING AS REQ'D
EXTERIOR WALL FINISH
VARIES PER PLANS
STUCCO SHOWN.
EXTERIOR SHEATHING
PER STRUCTURAL
1/2" SHOWN
FINISHED CEILING PER INTERIOR DESIGNER.
SEE REFLECTED CEILING PLAN
5/8" GYPSUM SHOWN.
WALL INSULATION
REFER TO TITLE 24 REPORT
FOR MINIMUM REQUIRED R-VALUE
ACOUSTICAL SEALANT
BASEBOARD PER INTERIORS
5/8" TYPE X GYPSUM
SEE INTERIORS FOR FINISH
OPTIONAL
1" USG ENSEMBLE HIGH-NRC BACKER PANEL
OR USG CALLA INFILL PANEL - BLACK
OR OTHER SOUND INSULATION INFILL
ACOUSTIC CEILING HANGER
LED COVE LIGHT
LED COVE LIGHT
METAL REVEAL EXTRUSION
FINISH PER INTERIORS
WOOD FINISHED PANEL
PER INTERIORS
BACKING AS REQUIRED
ST UCCO WALL ASSEMBLY 3" = 1'-0"1
ADHERED ST ONE VENEER WALL ASSEMBLY 3" = 1'-0"2
METAL WALL PANEL ASSEMBLY 3" = 1'-0"3
ST UCCO INSIDE COR NER 3" = 1'-0"9 ST UCCO OUT SIDE COR NER 3" = 1'-0"5
ADHER ED STONE VENEER INSDE COR NER 3" = 1'-0"10 ADHER ED ST ONE OUT SIDE COR NER 3" = 1'-0"6
METAL PANEL OUT SIDE COR NER 3" = 1'-0"7METAL PANEL INSIDE COR NER 3" = 1'-0"11
ST UCCO SIL L AT HAR DSCAPE 1 1/2"= 1'-0"17 ST UCCO SIL L AT FINISHED GRADE 1 1/2"= 1'-0"13
ADHER ED STONE SIL L AT HAR DSCAPE 1 1/2"= 1'-0"14
METAL PANEL SIL L AT HARDSCAPE 1 1/2"= 1'-0"8
ADHERED STONE SIL L AT FINISHED GRADE 1 1/2"= 1'-0"18
METAL PANEL SILL AT FINISHED GRADE 1 1/2"= 1'-0"12 GUAR DR AIL AT METAL COPING 1 1/2"= 1'-0"4TYPICAL FLOOR ASSEMBLY @ EXTER IOR WALL 3" = 1'-0"20
31
GSPublisherVersion 1590.42.42.100
1
SCALE: AS NOTED
Q.C.DATE: 9/12/24TY PICA L ROOFDETAILS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 9.1256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONCITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.40683" MAXSTUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING / SHEATHING
PER STRUCT.
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
METAL PARAPET CAP W/ CONCEALED CLIPS,
SLOPE TO ROOF, PAINT TO MATCH STUCCO
EXTEND MEMBRANE FLASHING &
WRB OVER PARAPET
WEATHER RESISTIVE BARRIER
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAINSLOPE 1/4"
PER FT.
S L O P E
3" MAXADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
METAL PARAPET CAP W/ CONCEALED CLIPS,
SLOPE TO ROOF, PAINT TO MATCH STONE.
EXTEND MEMBRANE FLASHING &
WRB OVER PARAPET
FRAMING / SHEATHING
PER STRUCT.
WEATHER RESISTIVE BARRIER
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
S L O P E
SLOPE 1/4"
PER FT.
FRAMING / SHEATHING
PER STRUCT.
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
WEATHER RESISTIVE BARRIER
INTEGRATED ZINC COPING W/
CONCEALED CLIPS
COPING SUPPORT SHIM
EXTEND MEMBRANE FLASHING &
WRB OVER PARAPET
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
S L O P E
SLOPE 1/4"
PER FT.3"WALL TYPE
VARIES PER PLAN
METAL PARAPET CAP W/ CONCEALED CLIPS,
SLOPE TO ROOF, PAINT TO MATCH WALL
EXTEND MEMBRANE FLASHING
& WRB OVER PARAPET
FRAMING / SHEATHING PER STRUCT.
TAPERED RIGID INSULATION
CRICKET, 1/2" PER FT. MIN. SLOPEMEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
S L O P E 3" MAXSTUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING / SHEATHING
PER STRUCT.
NAILER
METAL FLASHING W/ CONCEALED
CLEAT. PAINT TO MATCH STUCCO.
EXTEND MEMBRANE DOWN WALL
MEMBRANE FLASHING
WEATHER RESISTIVE BARRIER
MEMBRANE ROOF
ASSEMBLY
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
SPRAY FOAM INSULATION
SLOPE 1/4"
PER FT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
METAL Z-BAR FLASHING, PAINT
TO MATCH STUCCO
ROOF FRAMING /
SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
ROOF FRAMING /
SHEATHING PER STRUCTURAL
SPRAY FOAM INSULATION
WEATHER RESISTIVE BARRIER
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
Z-BAR FLASHING, PAINT TO
MATCH STONE
WOOD BLOCKING CURB
MEMBRANE FLASHING
1/4" PROTECTION BOARD TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
MEMBRANE ROOF
ASSEMBLY
STUCCO WALL
ASSEMBLY- SEE 1/A9.1
FRAMING / SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
Z-BAR FLASHING, PAINT TO
MATCH STUCCO
ROOF FRAMING /
SHEATHING PER STRUCTURAL
SPRAY FOAM INSULATION
TAPERED RIGID INSULATION
CRICKET, 1/2" PER FT. MIN. SLOPE
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
1/4" PROTECTION BOARD
FRAMING / SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
Z-BAR FLASHING, PAINT TO
MATCH STONE
ROOF FRAMING /
SHEATHING PER STRUCTURAL
SPRAY FOAM INSULATION
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
WOOD BLOCKING CURB
MEMBRANE ROOF
ASSEMBLYTAPERED RIGID INSULATION
CRICKET, 1/2" PER FT. MIN. SLOPE
MEMBRANE FLASHING
1/4" PROTECTION BOARD
ROOF DRAIN &
OVERFLOW DRAIN W/
STRAINER & CLAMPING
RING
SEALANT
FIELD TAPER SUMP TO PROVIDE
SMOOTH TRANSITION
TAPERED RIGID INSULATION
MEMBRANE FLASHING, EXTEND 1/2"
MIN. PAST CLAMPING RING. INSTALL PER
MFR. INSTRUCTIONS.
MEMBRANE ROOF
ASSEMBLY, SEE 3/A9.1
BASE LAYERS OF RIGID INSULATION PER T24 R VALUE REQUIREMENTS
FRAMING AND SHEATHING PER STRUCTURAL
1'-0"VENT PIPE TO BE SCREENED BY PARAPET
WALL. PAINT TO MATCH ROOF
SEALANT
IB PREFABRICATED CONE FLASHING
MEMBRANE ROOF
ASSEMBLY, SEE 3/A9.1
1/4" PROTECTION BOARD
ROOF FRAMING / SHEATHING PER
STRUCTURAL
RIGID INSULATION
STUCCO VENEER WALL
ASSEMBLY, SEE 1/A9.1
EXTEND FLASHING SHEET
6" BELOW NAILER
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
Z-BAR FLASHING, PAINT TO MATCH STUCCO
MEMBRANE ROOF
ASSEMBLY, SEE 3/A9.1
MEMBRANE FLASHING
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
METAL PARAPET CAP W/ CONCEALED CLIPS,
SLOPE TO ROOF, PAINT TO MATCH STUCCO
EXTEND MEMBRANE FLASHING &
WRB OVER PARAPET
MEMBRANE ROOF
ASSEMBLY, SEE 3/A9.1
MEMBRANE FLASHING
SLOPE 1/4"
PER FT.
S L O P E
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
1/4" PROTECTION BOARD
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
METAL FLASHING W/ DRIP EDGE,
PAINT TO MATCH ROOF
MEMBRANE COVER STRIP
SLOPE 1/4"
PER FT.
S L OP E 1 /2 "
P ER FT.
7 "
3 1 /2 "
1'-8"
1'-51/2"33/4"9 "1'-2"71/2"METAL FASCIA
REPLICATE STANDING SEAM
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
STEEL TERMINATION PLATE
OR METAL FLASHING
WOOD SLAT CEILING
ROOF UNDERLAYMENT TO
LAP OVER FLASHING
METAL FLASHING W/ DRIP EDGE
INTEGRAL GUTTER W/ METAL
FLASHING OVER WATERPROOFING
MEMBRANE, SLOPE TO DRAIN
METAL ROOF
ASSEMBLY
WEATHER BARRIER - FINISHED BLACK
EXTERIOR RATED LED NEON
3:12 SLOPE
METAL STANDING SEAM / BATTEN STYLE ROOF SYSTEM. INSTALL
PER MFR INSTRUCTIONS & SPECIFICATIONS
2 LAYERS POLYGLASS POLY STICK MTS UNDERLAYMENT
ROOF FRAMING / SHEATHING PER STRUCT.
NOTE:
REFER TO T24 REPORT FOR SPECIFIC R-VALUE
REQUIRED.
SLOPE VARIESPER ROOF PLAN
PARAPET AT MEMBR ANE ROOF / ST UCCO WALL 3" = 1'-0"1
PARAPET AT MEMBR ANE ROOF / ADHER ED ST ONE WALL 3" = 1'-0"2
PARAPET AT MEMBR ANE ROOF / METAL PANEL WALL 3" = 1'-0"3
TYPICAL CRICK ET AT PARAPET 3" = 1'-0"14
ROOF EDGE AT MEMBR ANE ROOF / ST UCCO WALL 3" = 1'-0"13 MEMBR ANE ROOF AT ST UCCO WALL 3" = 1'-0"5
MEMBR A NE ROOF AT ADHERED ST ONE VENEER WALL 3" = 1'-0"6
MEMBR A NE ROOF CRICK ET AT ST UCCO WALL 3" = 1'-0"9
MEMBR A NE ROOF CRICK ET AT ADHER ED STONE WALL 3" = 1'-0"10
ROOF DRAIN AT MEMBR ANE ROOF 3" = 1'-0"17
VENT PIPE PENETRATION AT MEMBR A NE ROOF 3" = 1'-0"18
METAL PARAPET AT VARYING MEMBRA NE ROOF HEIGHT S 3" = 1'-0"7MEMBRANE ROOF AT CUR B 3" = 1'-0"11
INTEGRATED GUT TER IN METAL ROOF FASCIA 3" = 1'-0"12 METAL ROOF ASSEMBLY 3" = 1'-0"4
32
GSPublisherVersion 1590.42.42.100
1
SCALE: AS NOTED
Q.C.DATE: 9/12/24TY PICA L DOOR A NDWINDOW DETAILS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 9.2256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONCITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.40682"1/2"FULL LITE HINGED DOOR
STONE FLOORING & SETTING BED
CONCRETE SLAB &
FOUNDATION PER STRUCTURAL
2" SAND OVER 10 MIL
VAPOR RETARDERAR
SEALANT, BACKER ROD &
COMRESSIBLE FILLER
STONE FLOORING, SLOPE
AWAY FROM BUILDING 2%
STONE THRESHOLD TO MATCH FLOORING
2% SLOPE
2"STONE TILE & SETTING BED
CONCRETE SLAB &
FOUNDATION PER STRUCT.
SLIDING SCREEN PANEL
2" SAND OVER 10 MIL
VAPOR RETARDERAR
MULTI-SLIDE DOOR, NUMBER
OF PANELS VARIES PER PLAN
FLUSH THRESHOLD, FINISH
VARIES PER LOCATION
SEALANT, BACKER ROD &
COMRESSIBLE FILLER
STONE FLOORING, SLOPE
AWAY FROM BUILDING 2%
MEMBRANE SILL FLASHING
NOTE:
TRACK IS TO BE RECESSED, VERIFY
DEPTH TO ENSURE TRACK IS LEVEL
W/ FINISH FLOOR. COORDINATE
W/ FOUNDATION PLAN.
2% SLOPE
LINEAR DRAIN W/ SUB SILL PAN,
CONNECT TO UNDERGROUND
DRAINIAGE SYSTEM2"FINISH PER LANDSCAPE, SLOPE AWAY
FROM BUILDING 2%
FIXED WINDOW PER PLAN
METAL SILL PAN FLASHING W/ 1/4" BACK
DAM. FINISH TO MATCH WINDOW
DEPRESSED SLAB AT TILE LOCATIONS
FINISH FLOOR PER VARIES PER PLAN.
CONCRETE SLAB & FOUNDATION
PER STRUCTURAL
2" SAND OVER 10 MIL
VAPOR RETARDERAR
2% SLOPE
2"1/4"CONCRETE SLAB & FOUNDATION
PER STRUCTURAL
DEPRESSED SLAB AT TILE LOCATIONS
FINISH FLOOR PER VARIES PER PLAN.
COMPRESSIBLE FILLER
HARDSCAPE FINISH PER LANDSCAPE,
SLOPE AWAY FROM BUILDING 2%
FIXED WINDOW PER PLAN
2" SAND OVER 10 MIL
VAPOR RETARDERAR
METAL SILL PAN FLASHING W/ 1/4" BACK
DAM. FINISH TO MATCH WINDOW
2% SLOPE
1/4"CONCRETE SLAB & FOUNDATION
PER STRUCTURAL
EPOXY FLOORING
HARDSCAPE FINISH PER LANDSCAPE,
SLOPE AWAY FROM BUILDING 2%2" SAND OVER 10 MIL
VAPOR RETARDERAR
ALUM. THRESHOLD SET IN SEALANT
HOLLOW METAL DOOR & FRAME,
PAINT TO MATCH ADJACENT WALL
1/2" ASPHALT IMPREGNATED FIBER BOARD
2% SLOPE
2ND LEVEL F.F.2"2"1/2" CEMENT BOARD
FLOORING VARIES PER PLAN
FRAMING PER STRUCTURAL
SPRAY FOAM INSULATION
STONE PEDESTAL ROOF
ASSEMBLY
M.B. CAP SHEET OVER FLASHING SHEET
METAL SILL PAN FLASHING W/ 1/4" BACK
DAM. FINISH TO MATCH DR/WN FRAME
SLIDING DOOR W/ SCREEN SHOWN,
FIXED WINDOW CONDITION SIMILAR
WEATHER BARRIER
CONCRETE/METAL FLOOR
DECKING PER STRUCTURAL2"1/4"1/2" CEMENT BOARD
TILE FLOORING
FRAMING PER STRUCTURAL
SPRAY FOAM INSULATION
BALCONY TILE ROOF
ASSEMBLY, SEE 9/A9.1
REDGARD WATERPROOFING AND CRACK
PREVENTION MEMBRANE, ICC-ESR 1413
SLIDING SCREEN PANEL
MULTI-SLIDE DOOR, NUMBER
OF PANELS VARIES PER PLAN
FLUSH THRESHOLD, FINISH
VARIES PER LOCATION
SEALANT, BACKER ROD &
COMRESSIBLE FILLER
SLOPE TO
DRAIN
NOTE:
TRACK IS TO BE RECESSED, VERIFY DEPTH
TO ENSURE TRACK IS LEVEL W/ FINISH
FLOOR. COORDINATE W/ STRUCTURAL.
LINEAR DRAIN W/ SUB SILL PAN 2"STONE FLOORING & SETTING BED
CONCRETE SLAB &
FOUNDATION PER STRUCTURAL
2" SAND OVER 10 MIL
VAPOR RETARDERAR
SEALANT, BACKER ROD &
COMRESSIBLE FILLER
STONE FLOORING, SLOPE
AWAY FROM BUILDING 2%
FOLDING IN-SWING DOOR
2% SLOPE
FLUSH TRACKVARIES PER PLANSELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
J MOULDING
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
INTERIOR
EXTERIOR
1/4" SHIM W/ BACKER ROD & SEALANT
CORNER BEAD
5/8" TYPE X GYP. BRD.VARIES PER PLANSELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
INTERIOR
EXTERIOR
1/4" SHIM W/ BACKER ROD & SEALANT
5/8" TYPE X GYP. BRD.
KNIFE EDGE CORNER
TAPE SEAL
METAL EDGE TRIMVARIES PER PLANSELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
J MOULDING
FIXED WINDOW
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
1/4" SHIM W/ BACKER ROD & SEALANT
EXPANDED CORNER BEAD
5/8" CEMENT BOARD
THIN SET TILE
TILE RETURN
5/8" TYPE X GYP. BRD.
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
SELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
J MOULDING
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
SPRAY FOAM INSULATION
SHIM
CORNER BEAD
VARIES PER PLANSELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
J MOULDING
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
INTERIOR
EXTERIOR
1/4" SHIM W/ BACKER ROD & SEALANT
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
SHIM, FACE OF INTERIOR FINISH TO
ALIGN W/ FACE OF EXTERIOR FINISH5/8" TYPE X GYP. BRD.
CORNER BEAD
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
SPRAY FOAM INSULATION
INTERIOR
EXTERIOR
1/4" SHIM W/ BACKER ROD & SEALANT
5/8" TYPE X GYP. BRD.
ALUMINUM BRAKE CLOSURE
51/2"1'-0"BRAKE METAL COLUMN COVER. FINISH
TO MATCH DR/WN COLOR.
SELF-ADHEARED W.P. MEMBRANE
FIXED WINDOW
BACKER ROD & SEALANT
POST PER STRUCTURAL
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
51/2"51/2"3"MIN.3"MIN.
BRAKE METAL COLUMN COVER. FINISH
TO MATCH DR/WN COLOR.
SELF-ADHEARED W.P. MEMBRANE
FIXED WINDOW
BACKER ROD & SEALANT
5 1/2" X 5 1/2" POST PER STRUCTURAL
BRAKE METAL CORNER COVER.
FINISH TO MATCH DR/WN COLOR.VARIES PER RCP7" SINGLE SHADE9" DOUBLE SHADE
7" SINGLE SHADE12" DOUBLE SHADE5/8" TYPE "X" GYP. BRD.
COVER PLATE, PAINT
TO MATCH CEILING
FRAMING PER STRUCT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
SPRAY FOAM INSULATION
SELF-ADHEARED W.P. MEMBRANE
LAPPED UNDER W.R.B.
J MOULDING
WINDOW PER PLAN
1/4" SHIM W/ BACKER ROD & SEALANT
CORNER BEAD
SINGLE ROLLER SHADE POCKET
SHOWN, SEE RCP FOR TYPE &
DIMENSIONS. LINE POCKET W/
5/8" TYPE "X" GYP. BRD.
7" SINGLE SHADE9" DOUBLE SHADE
7" SINGLE SHADE12" DOUBLE SHADEVARIES PER RCP5/8" TYPE "X" GYP. BRD.
COVER PLATE, PAINT
TO MATCH CEILING
SINGLE ROLLER SHADE
POCKET SHOWN, SEE RCP
FOR TYPE & DIMENSIONS
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
SELF-ADHEARED W.P. MEMBRANE
LAPPED UNDER W.R.B.
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
1/4" SHIM W/ BACKER ROD & SEALANT
FIXED WINDOW SHOWN, DOOR
CONDITION SIMILAR
VARIES PER RCP7" SINGLE SHADE9" DOUBLE SHADE
7" SINGLE SHADE12" DOUBLE SHADE5/8" TYPE "X" GYP. BRD.
COVER PLATE, PAINT
TO MATCH CEILING
SINGLE ROLLER SHADE
POCKET SHOWN, SEE RCP
FOR TYPE & DIMENSIONS
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
SELF-ADHEARED W.P. MEMBRANE
LAPPED UNDER W.R.B.
METAL CLOSURE
WINDOW PER PLAN
1/4" SHIM W/ BACKER ROD & SEALANT
ZINC PANEL WALL
ASSEMBLY, SEE 4/A9.1
WEEP HOLE
29027045BKQB
WRAP POCKET W/ 1/4" BLACK
MELAMINE PANEL
5/8" TYPE "X" GYP. BRD., FACE OF
INTERIOR FINISH TO ALIGN W/
FACE OF EXTERIOR FINISH
FRAMING / SHEATHING PER STRUCT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
SIGHT LINE INTERLOCKER, VISIBLE FRAME
TO BE EQUAL ON ALL SIDES
POCKET CLOSER W/ SWEEP
PANELS IN OPEN POSITION STACK
FLUSH W/ FINISHED POCKET FACE
2-PIECE POCKET INTERLOCKER
MULTI-SLIDE DOOR
SELF-ADHERED FLASHING
METAL EDGE TRIM
CORNER BEAD
NOTES:
1. WEATHERSTRIP AND WEATHERPROOF
POCKET OPENING WHEN DOORS ARE IN THE
CLOSED POSITION
2. NUMBER OF DOOR PANELS VARIES PER PLAN
FUL L L IGHT HINGED DOOR SIL L 3" = 1'-0"1
MUL T I-SL IDE DOOR FL USH SILL 3" = 1'-0"3
W INDOW SIL L AT GRADE 3" = 1'-0"5
W INDOW SIL L AT HAR DSCAPE 3" = 1'-0"6 HOLL OW METAL DOOR SIL L 3" = 1'-0"2
SL IDING DOOR AT ST ONE PEDESTAL ROOF 1 1/2"= 1'-0"4MULTI-DOOR SILL AT BA L CONY 1 1/2"= 1'-0"12 FOL DING IN-SW ING DOOR SIL L 3" = 1'-0"8
W INDOW JAMB AT ST UCCO 3" = 1'-0"9
W INDOW JAMB AT METAL PANEL 3" = 1'-0"11
W INDOW JAMB AT ST ONE INT ER IOR 3" = 1'-0"10
W INDOW JAMB AT ST UCCO 3" = 1'-0"13
W INDOW JAMB AT ADHER ED STONE VENEER 3" = 1'-0"14
W INDOW JAMB AT METAL PANEL 3" = 1'-0"15
FIXED W INDOW AT POST 3" = 1'-0"16TRANSOM COR NER W INDOW 3" = 1'-0"20
W INDOW HEAD AT ST UCCO 3" = 1'-0"17
W INDOW HEAD AT ADHERED ST ONE 3" = 1'-0"18
W INDOW HEAD AT METAL PANEL 3" = 1'-0"19 TYPICAL POCK ET DOOR JAMB AT ST UCCO 3" = 1'-0"7
33
34
GSPublisherVersion 1590.42.42.100 SHEETQ.C.CBDATE: 9/12/24COLOR BOARD
DESIGN DEV.
CITY SUB. 1
SCHEMATIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT : KRISTI
SCALE: AS NOTED
2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONREVISION LIST
NO. C 24847
KRISTI W HANSON
REN. 08/31/2025
TS
A
TEOF C A L IF O RNIADESNECIL ARCHIT
E
CTBIGHORN SPA & WELLNESSCENTER ADDITION256 PALOWET DRIVEPALM DESERT, CA 92260INSTRUMENTS OF SERVICE
THESE DRAWINGS ARE AN INSTRUMENT OF
SERVICE AND REMAIN THE PROPERTY OF
KRISTI HANSON ARCHITECTS INC. THEY
ARE NOT TO BE REPRODUCED OR ALTERED
IN ANY WAY, NOR DISCLOSED OR ASSIGNED
TO ANY THIRD PARTY WITHOUT THE
EXPRESS WRITTEN PERMISSION OF KRISTI
HANSON ARCHITECTS, INC.
CITY PLANNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUITE A
PALM DESERT, CA 92260
760.776.4068
EXTERIOR COLOR BOARD
VENEER - MULTIPLE SIZES
TRAVERTINE - HONED
EXTERIOR STONE
SHERWIN WILLIAMS
"ANTLER VELVET"
SW 9111 - LRV 43
STUCCO - TYPE A
FRAME: MATCH METAL PANELS
"MEDIUM BRONZE"
GLAZING: LOW E CLEAR
WINDOWS/DOORS/FLASHING
SHERWIN WILLIAMS
"SONG THRUSH"
SW 9112 - LRV 33
STUCCO - TYPE B
PAC-CLAD - SNAP ON BATTEN
"MEDIUM BRONZE"
STANDING SEAM METAL ROOF
PAC-CLAD - BOXRIB 1
"MEDIUM BRONZE"
METAL WALL PANEL
WHITE OAK SLATS
STAIN TO SAMPLE
WOOD CEILING
PROFILE SHAPE
FINISH COLOR
35
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43
44
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47
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52
53
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DESIGN REVIEW 24-0008
Bighorn Spa Renovation
PALM DESERT ARCHITECTURAL REVIEW COMMISSION
SEPTEMBER 24, 2024
9/24/2024 AGENDA ITEM 6.A 1
Project Request
Project Applicant: The Applicant (KHA Architects) on behalf of the property
owner (Bighorn Golf Club) is requesting design review approval for a remodel and
addition to an existing Spa and Wellness Center facility (Spa) located at 256 Palowet
Drive (Project Site) for the existing Bighorn residential development (Bighorn).
In 1989, the Palm Desert City Council approved the “Villages of Bella Vista” (now
Bighorn) master plan: an ~ 675-acre master planned residential development
including over 1,000 residential units of various types, open space, golf course, sports
courts, clubhouse, and amenities buildings, located at the southern edge of the City
of Palm Desert city limits, to the west of Highway 74. In 2001, the Spa was
constructed as a complimentary building to the main Bighorn clubhouse building,
consistent with the originally approved Master Plan.
29/24/2024 AGENDA ITEM 6.A
Project Description
The Applicant is proposing an exterior and interior renovation to the existing Spa to
do the following:
-Remodel and add to the first and second story of the Spa
- Enclose existing outdoor courtyard in the middle of building
- Extend front entry to add a vertical circulation to 2nd story
- Interior renovations The renovation would increase the building square footage by
10,718 sf, from 14,815 sf to 25,533 sf, which includes the addition of 7,655 sf on the
second story.
The renovation occurs on the front half of the building, facing the existing parking lot.
The project adds new fitness related areas, laundry, and accessory related uses.
39/24/2024 AGENDA ITEM 6.A
Vicinity Map
AGENDA ITEM 6.A 9/24/2024 4
9/24/2024 AGENDA ITEM 6.A 5
9/24/2024 AGENDA ITEM 6.A 6
GSPublisherVersion 1590.42.42.100 SHEETQ.C.CBDATE: 9/12/24COLOR BOARD
DESIGN DEV.
CITY SUB. 1
SCHEMATIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT : KRISTI
SCALE: AS NOTED
2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONREVISION LIST
NO. C 24847
KRISTI W HANSON
REN. 08/31/2025
TS
A
TEOF C A L IF O RNIADESNECIL ARCHIT
E
CTBIGHORN SPA & WELLNESSCENTER ADDITION256 PALOWET DRIVEPALM DESERT, CA 92260INSTRUMENTS OF SERVICE
THESE DRAWINGS ARE AN INSTRUMENT OF
SERVICE AND REMAIN THE PROPERTY OF
KRISTI HANSON ARCHITECTS INC. THEY
ARE NOT TO BE REPRODUCED OR ALTERED
IN ANY WAY, NOR DISCLOSED OR ASSIGNED
TO ANY THIRD PARTY WITHOUT THE
EXPRESS WRITTEN PERMISSION OF KRISTI
HANSON ARCHITECTS, INC.
CITY PLANNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUITE A
PALM DESERT, CA 92260
760.776.4068
EXTERIOR COLOR BOARD
VENEER - MULTIPLE SIZES
TRAVERTINE - HONED
EXTERIOR STONE
SHERWIN WILLIAMS
"ANTLER VELVET"
SW 9111 - LRV 43
STUCCO - TYPE A
FRAME: MATCH METAL PANELS
"MEDIUM BRONZE"
GLAZING: LOW E CLEAR
WINDOWS/DOORS/FLASHING
SHERWIN WILLIAMS
"SONG THRUSH"
SW 9112 - LRV 33
STUCCO - TYPE B
PAC-CLAD - SNAP ON BATTEN
"MEDIUM BRONZE"
STANDING SEAM METAL ROOF
PAC-CLAD - BOXRIB 1
"MEDIUM BRONZE"
METAL WALL PANEL
WHITE OAK SLATS
STAIN TO SAMPLE
WOOD CEILING
PROFILE SHAPE
FINISH COLOR
9/24/2024 AGENDA ITEM 6.A 7
9/24/2024 AGENDA ITEM 6.A 8
9/24/2024 AGENDA ITEM 6.A 9
9/24/2024 AGENDA ITEM 6.A 10
9/24/2024 AGENDA ITEM 6.A 11
9/24/2024 AGENDA ITEM 6.A 12
GSPublisherVersion 1590.42.42.100
1
SCALE: AS NOTED
Q.C.DATE: 9/12/24TY PICA L DETAILS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 9.0256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONCITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.4068
FRAMING / SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
SELF FURRING GALVANIZED METAL LATH
7/8" THREE COAT PORTLAND CEMENT PLASTER W/
CRACK RESISTANCE MESH. SMOOTH HAND TROWELED
FINISH, SEE ELEVATIONS FOR SPECIFICATIONS.
ICYNENE PROSEAL LE CLOSED CELL SPRAY
FOAM INSULATION (R-7 PER INCH). TESTED
IN ACCORDANCE W/ ICC #ESR-1826.
5/8" TYPE "X" GYP. BRD.
NOTE:
REFER TO T24 REPORT FOR SPECIFIC R-VALUE
REQUIRED.
SELF FURRING GALVANIZED METAL LATH
SCRATCH COAT W/ HORIZONTAL RAKE
MORTAR BED
ADHERED STONE VENEER, SEE ELEVATIONS
FOR SPECIFICATIONS
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
5/8" TYPE "X" GYP. BRD.
ICYNENE PROSEAL LE CLOSED CELL SPRAY
FOAM INSULATION (R-7 PER INCH). TESTED
IN ACCORDANCE W/ ICC #ESR-1826.
NOTE:
REFER TO T24 REPORT FOR SPECIFIC R-VALUE
REQUIRED.
WEATHER RESISTIVE BARRIER
FRAMING / SHEATHING PER STRUCT.
METAL PANEL
S.S. FASTENER W/ NEOPRENE WASHER
AT PANEL CLIPS
ICYNENE PROSEAL LE CLOSED CELL SPRAY
FOAM INSULATION (R-7 PER INCH). TESTED IN
ACCORDANCE W/ ICC #ESR-1826.
5/8" TYPE "X" GYP. BRD.
NOTE:
REFER TO T24 REPORT FOR SPECIFIC R-VALUE
REQUIRED.
INSIDE CORNER TRIM
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
SPRAY FOAM INSULATION
CORNER BEAD
BEND SELF-FURRING LATH
90 DEG., MAINTAIN CONT.
PIECE FOR MIN. 24" FROM
CORNER IN BOTH DIRECTIONS
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
SPRAY FOAM INSULATION
FRAMING / SHEATHING PER STRUCT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
INSIDE CORNER TRIM
WEATHER RESISTIVE BARRIER
SPRAY FOAM INSULATION
SEALANT TO MATCH STONE
SCHLUTER "FINEC" OUTSIDE WALL
CORNER, PAINT TO MATCH STONE
ADHERED STONE VENEER
WALL ASSEMBLY- SEE 2/A9.1
SPRAY FOAM INSULATION
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
CORNER
SPRAY FOAM INSULATION
FRAMING / SHEATHING PER STRUCT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
J MOULDING
1/4" EXPANSION GAP
WEATHER RESISTIVE BARRIER
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
SPRAY FOAM INSULATION
SEALANT - MATCH METAL2"4"4"2"P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
WEEP SCREED TO COMPLY W/ CBC 2512.1.2.
PROVIDE STUCCO SKIM COAT BELOW WEEP AT
EXPOSED CONCRETE. PAINT TO MATCH WALL COLOR.
WEATHER RESISTIVE BARRIER
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
HARDSCAPE FINISH PER LANDSCAPE,
SLOPE AWAY FROM BUILDING 2%
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
EXPANSION FILLER
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER 6"2"4"4"P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
WEATHER RESISTIVE BARRIER
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FINISH PER LANDSCAPE, SLOPE AWAY
FROM BUILDING 2%
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
WEEP SCREED TO COMPLY W/ CBC 2512.1.2.
PROVIDE STUCCO SKIM COAT BELOW WEEP AT
EXPOSED CONCRETE. PAINT TO MATCH WALL COLOR.
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
2"4"2"EXPANSION FILLER
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
WEATHER RESISTIVE BARRIER
FINISH PER LANDSCAPE, SLOPE
AWAY FROM BUILDING 2%
GROUT SOLID
FOUNDATION WATERPROOFING
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
WEEP HOLE W/ GALVANIZED SHEET
METAL FLASHING & BEDDING SEAL.
NO MORTAR AT THIS JOINT.
CASING BEAD W/ WEEP HOLES
2"4"4"2"P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
WEATHER RESISTIVE BARRIER
HARDSCAPE FINISH PER LANDSCAPE,
SLOPE AWAY FROM BUILDING 2%
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
EXPANSION FILLER
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
FIELD DRILL WEEP HOLES 16" O.C..PROVIDE
STUCCO SKIM COAT BELOW WEEP AT EXPOSED
CONCRETE. PAINT TO MATCH WALL COLOR.2"4"ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
WEATHER RESISTIVE BARRIER
FINISH PER LANDSCAPE, SLOPE AWAY
FROM BUILDING 2%
GROUT SOLID
FOUNDATION WATERPROOFING
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
WEEP HOLE W/ GALVANIZED SHEET
METAL FLASHING & BEDDING SEAL.
NO MORTAR AT THIS JOINT.
CASING BEAD W/ WEEP HOLES
6"2"4"4"P.T. SILL PLATE
BASE BOARD WHERE OCCURS
FINISH FLOOR VARIES PER PLAN.
DEPRESSED SLAB AT TILE LOCATIONS
WEATHER RESISTIVE BARRIER
FINISH PER LANDSCAPE, SLOPE AWAY
FROM BUILDING 2%
SPRAY FOAM INSULATION
5/8" TYPE X GYP. BRD.
CONCRETE SLAB &
FOUNDATION PER STRUCT.
2" SAND OVER 10 MIL
VAPOR RETARDER
FIELD DRILL WEEP HOLES 16" O.C..PROVIDE
STUCCO SKIM COAT BELOW WEEP AT EXPOSED
CONCRETE. PAINT TO MATCH WALL COLOR.
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
2ND LEVEL F.F.
42" A.F.F.VERIFY6"METAL WALL
ASSEMBLY, SEE 3/A9.1
WEATHER RESISTIVE BARRIER
1/2" PLYWOOD
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
J-SCREED, PAINT TO MATCH
STUCCO
PAPER-BACKED RIB LATH
STEEL ANGLE, INSTALL PER MFR
INSTRUCTIONS IN ACCORDANCE W/
ICC ESR-3269.
FRAMING PER STRUCT.
CRL STANDOFF SYSTEMTILE CAP
MEMBRANE FLASHING
LAP OVER WEATHER
BARRIER ON FASCIA
1/2" LAMINATED TEMPERED GLASS
W/ SENTRY GLAS STRUCTURAL
INTERLAYER
BALCONY STONE FLOOR
ASSEMBLY
1" SHIM
2X BLOCKINGPER RCP - 3'-3" TYPICAL7"11/4"71/4"3/8"SECOND FLOOR LEVEL
LEDGER BEARING
1/2"
ACOUSTIC CEILING HANGER
SOUND INSULATION
VERIFY THICKNESS
SUSPENDED CEILING ASSEMBLY
STEEL ANGLE PER STRUCTURAL
(DOUBLES AS CONCRETE FORM PERIMETER)
1ST FLOOR WALL FRAMING
PER STRUCTURAL
2ND FLOOR WALL FRAMING
PER STRUCTURAL
BLOCKING AS REQ'D
7" COMPOSITE DECKING ASSEMBLY
PER STRUCTURAL.
3" DECK SHOWN.
FINISHED FLOOR PER INTERIOR DESIGNER.
DEPTH VARIES, COORDINATE WITH SUBSTRATE
THICKNESS.
1 1/4" ATHLETIC FLOORING SHOWN, INCLUDES 10MM UNDERLAYMENT
BLOCKING AS REQ'D
EXTERIOR WALL FINISH
VARIES PER PLANS
STUCCO SHOWN.
EXTERIOR SHEATHING
PER STRUCTURAL
1/2" SHOWN
FINISHED CEILING PER INTERIOR DESIGNER.
SEE REFLECTED CEILING PLAN
5/8" GYPSUM SHOWN.
WALL INSULATION
REFER TO TITLE 24 REPORT
FOR MINIMUM REQUIRED R-VALUE
ACOUSTICAL SEALANT
BASEBOARD PER INTERIORS
5/8" TYPE X GYPSUM
SEE INTERIORS FOR FINISH
OPTIONAL
1" USG ENSEMBLE HIGH-NRC BACKER PANEL
OR USG CALLA INFILL PANEL - BLACK
OR OTHER SOUND INSULATION INFILL
ACOUSTIC CEILING HANGER
LED COVE LIGHT
LED COVE LIGHT
METAL REVEAL EXTRUSION
FINISH PER INTERIORS
WOOD FINISHED PANEL
PER INTERIORS
BACKING AS REQUIRED
ST UCCO WALL ASSEMBLY 3" = 1'-0"1
ADHERED ST ONE VENEER WALL ASSEMBLY 3" = 1'-0"2
METAL WALL PANEL ASSEMBLY 3" = 1'-0"3
ST UCCO INSIDE COR NER 3" = 1'-0"9 ST UCCO OUT SIDE COR NER 3" = 1'-0"5
ADHER ED STONE VENEER INSDE COR NER 3" = 1'-0"10 ADHER ED ST ONE OUT SIDE COR NER 3" = 1'-0"6
METAL PANEL OUT SIDE COR NER 3" = 1'-0"7METAL PANEL INSIDE COR NER 3" = 1'-0"11
ST UCCO SIL L AT HAR DSCAPE 1 1/2"= 1'-0"17 ST UCCO SIL L AT FINISHED GRADE 1 1/2"= 1'-0"13
ADHER ED STONE SIL L AT HAR DSCAPE 1 1/2"= 1'-0"14
METAL PANEL SIL L AT HARDSCAPE 1 1/2"= 1'-0"8
ADHERED STONE SIL L AT FINISHED GRADE 1 1/2"= 1'-0"18
METAL PANEL SILL AT FINISHED GRADE 1 1/2"= 1'-0"12 GUAR DR AIL AT METAL COPING 1 1/2"= 1'-0"4TYPICAL FLOOR ASSEMBLY @ EXTER IOR WALL 3" = 1'-0"20
GSPublisherVersion 1590.42.42.100
1
SCALE: AS NOTED
Q.C.DATE: 9/12/24TY PICA L ROOFDETAILS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 9.1256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONCITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.40683" MAXSTUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING / SHEATHING
PER STRUCT.
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
METAL PARAPET CAP W/ CONCEALED CLIPS,
SLOPE TO ROOF, PAINT TO MATCH STUCCO
EXTEND MEMBRANE FLASHING &
WRB OVER PARAPET
WEATHER RESISTIVE BARRIER
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAINSLOPE 1/4"
PER FT.
S L O P E
3" MAXADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
METAL PARAPET CAP W/ CONCEALED CLIPS,
SLOPE TO ROOF, PAINT TO MATCH STONE.
EXTEND MEMBRANE FLASHING &
WRB OVER PARAPET
FRAMING / SHEATHING
PER STRUCT.
WEATHER RESISTIVE BARRIER
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
S L O P E
SLOPE 1/4"
PER FT.
FRAMING / SHEATHING
PER STRUCT.
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
WEATHER RESISTIVE BARRIER
INTEGRATED ZINC COPING W/
CONCEALED CLIPS
COPING SUPPORT SHIM
EXTEND MEMBRANE FLASHING &
WRB OVER PARAPET
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
S L O P E
SLOPE 1/4"
PER FT.3"WALL TYPE
VARIES PER PLAN
METAL PARAPET CAP W/ CONCEALED CLIPS,
SLOPE TO ROOF, PAINT TO MATCH WALL
EXTEND MEMBRANE FLASHING
& WRB OVER PARAPET
FRAMING / SHEATHING PER STRUCT.
TAPERED RIGID INSULATION
CRICKET, 1/2" PER FT. MIN. SLOPEMEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
S L O P E 3" MAXSTUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING / SHEATHING
PER STRUCT.
NAILER
METAL FLASHING W/ CONCEALED
CLEAT. PAINT TO MATCH STUCCO.
EXTEND MEMBRANE DOWN WALL
MEMBRANE FLASHING
WEATHER RESISTIVE BARRIER
MEMBRANE ROOF
ASSEMBLY
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
SPRAY FOAM INSULATION
SLOPE 1/4"
PER FT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
METAL Z-BAR FLASHING, PAINT
TO MATCH STUCCO
ROOF FRAMING /
SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
ROOF FRAMING /
SHEATHING PER STRUCTURAL
SPRAY FOAM INSULATION
WEATHER RESISTIVE BARRIER
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
Z-BAR FLASHING, PAINT TO
MATCH STONE
WOOD BLOCKING CURB
MEMBRANE FLASHING
1/4" PROTECTION BOARD TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
MEMBRANE ROOF
ASSEMBLY
STUCCO WALL
ASSEMBLY- SEE 1/A9.1
FRAMING / SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
Z-BAR FLASHING, PAINT TO
MATCH STUCCO
ROOF FRAMING /
SHEATHING PER STRUCTURAL
SPRAY FOAM INSULATION
TAPERED RIGID INSULATION
CRICKET, 1/2" PER FT. MIN. SLOPE
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
1/4" PROTECTION BOARD
FRAMING / SHEATHING PER STRUCTURAL
WEATHER RESISTIVE BARRIER
Z-BAR FLASHING, PAINT TO
MATCH STONE
ROOF FRAMING /
SHEATHING PER STRUCTURAL
SPRAY FOAM INSULATION
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
WOOD BLOCKING CURB
MEMBRANE ROOF
ASSEMBLYTAPERED RIGID INSULATION
CRICKET, 1/2" PER FT. MIN. SLOPE
MEMBRANE FLASHING
1/4" PROTECTION BOARD
ROOF DRAIN &
OVERFLOW DRAIN W/
STRAINER & CLAMPING
RING
SEALANT
FIELD TAPER SUMP TO PROVIDE
SMOOTH TRANSITION
TAPERED RIGID INSULATION
MEMBRANE FLASHING, EXTEND 1/2"
MIN. PAST CLAMPING RING. INSTALL PER
MFR. INSTRUCTIONS.
MEMBRANE ROOF
ASSEMBLY, SEE 3/A9.1
BASE LAYERS OF RIGID INSULATION PER T24 R VALUE REQUIREMENTS
FRAMING AND SHEATHING PER STRUCTURAL
1'-0"VENT PIPE TO BE SCREENED BY PARAPET
WALL. PAINT TO MATCH ROOF
SEALANT
IB PREFABRICATED CONE FLASHING
MEMBRANE ROOF
ASSEMBLY, SEE 3/A9.1
1/4" PROTECTION BOARD
ROOF FRAMING / SHEATHING PER
STRUCTURAL
RIGID INSULATION
STUCCO VENEER WALL
ASSEMBLY, SEE 1/A9.1
EXTEND FLASHING SHEET
6" BELOW NAILER
FRAMING / SHEATHING PER STRUCT.
WEATHER RESISTIVE BARRIER
Z-BAR FLASHING, PAINT TO MATCH STUCCO
MEMBRANE ROOF
ASSEMBLY, SEE 3/A9.1
MEMBRANE FLASHING
1/4" PROTECTION BOARD
TAPERED RIGID INSULATION,
SLOPE 1/4" PER FT. TO DRAIN
METAL PARAPET CAP W/ CONCEALED CLIPS,
SLOPE TO ROOF, PAINT TO MATCH STUCCO
EXTEND MEMBRANE FLASHING &
WRB OVER PARAPET
MEMBRANE ROOF
ASSEMBLY, SEE 3/A9.1
MEMBRANE FLASHING
SLOPE 1/4"
PER FT.
S L O P E
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
1/4" PROTECTION BOARD
MEMBRANE ROOF
ASSEMBLY
MEMBRANE FLASHING
METAL FLASHING W/ DRIP EDGE,
PAINT TO MATCH ROOF
MEMBRANE COVER STRIP
SLOPE 1/4"
PER FT.
S L OP E 1 /2 "
P ER FT.
7 "
3 1 /2 "
1'-8"
1'-51/2"33/4"9 "1'-2"71/2"METAL FASCIA
REPLICATE STANDING SEAM
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
STEEL TERMINATION PLATE
OR METAL FLASHING
WOOD SLAT CEILING
ROOF UNDERLAYMENT TO
LAP OVER FLASHING
METAL FLASHING W/ DRIP EDGE
INTEGRAL GUTTER W/ METAL
FLASHING OVER WATERPROOFING
MEMBRANE, SLOPE TO DRAIN
METAL ROOF
ASSEMBLY
WEATHER BARRIER - FINISHED BLACK
EXTERIOR RATED LED NEON
3:12 SLOPE
METAL STANDING SEAM / BATTEN STYLE ROOF SYSTEM. INSTALL
PER MFR INSTRUCTIONS & SPECIFICATIONS
2 LAYERS POLYGLASS POLY STICK MTS UNDERLAYMENT
ROOF FRAMING / SHEATHING PER STRUCT.
NOTE:
REFER TO T24 REPORT FOR SPECIFIC R-VALUE
REQUIRED.
SLOPE VARIESPER ROOF PLAN
PARAPET AT MEMBR ANE ROOF / ST UCCO WALL 3" = 1'-0"1
PARAPET AT MEMBR ANE ROOF / ADHER ED ST ONE WALL 3" = 1'-0"2
PARAPET AT MEMBR ANE ROOF / METAL PANEL WALL 3" = 1'-0"3
TYPICAL CRICK ET AT PARAPET 3" = 1'-0"14
ROOF EDGE AT MEMBR ANE ROOF / ST UCCO WALL 3" = 1'-0"13 MEMBR ANE ROOF AT ST UCCO WALL 3" = 1'-0"5
MEMBR A NE ROOF AT ADHERED ST ONE VENEER WALL 3" = 1'-0"6
MEMBR A NE ROOF CRICK ET AT ST UCCO WALL 3" = 1'-0"9
MEMBR A NE ROOF CRICK ET AT ADHER ED STONE WALL 3" = 1'-0"10
ROOF DRAIN AT MEMBR ANE ROOF 3" = 1'-0"17
VENT PIPE PENETRATION AT MEMBR A NE ROOF 3" = 1'-0"18
METAL PARAPET AT VARYING MEMBRA NE ROOF HEIGHT S 3" = 1'-0"7MEMBRANE ROOF AT CUR B 3" = 1'-0"11
INTEGRATED GUT TER IN METAL ROOF FASCIA 3" = 1'-0"12 METAL ROOF ASSEMBLY 3" = 1'-0"4
GSPublisherVersion 1590.42.42.100
1
SCALE: AS NOTED
Q.C.DATE: 9/12/24TY PICA L DOOR A NDWINDOW DETAILS
DESIGN DEV.
CITY SUB. 1
SCHEMA TIC
JULY 30, 2024
CITY SUB. 2
CONST. DOCS.
CONTACT: KRISTI
PR OJECT #: 2209
CONSTR. REV 1
CONSTR. REV 3
CONSTR. REV 2 DESIGN REVIEWBLDG. DEPT.CONSTRUCTIONR EV ISION LIST
NO. C 24847
KRISTI W HA NSON
REN. 08/31/2025
TS
A
TE OF C A L IF O RNIADESNECIL ARCHIT
E
CTINST RUMENTS OF SERVICE:
THESE DRAWINGS ARE AN INSTRUMENT
OF SERVICE AND REMA IN THE
PROPERTY OF KHA ARCHITECTS. THEY
ARE NOT TO BE REPRODUCED OR
ALTERED IN ANY WAY, NOR DISCLOSED
OR A SSIGNED TO ANY THIRD PARTY
WITHOUT THE EXPRESS WRITTEN
PERMISSION OF KHA ARCHITECTS.
CITY APPROVAL:SHEET #A 9.2256 PALOWET DRIVEPALM DESERT, CA 92260BIGHORN SPA & WELLNESSCENTER ADDITIONCITY PLA NNING SUB. 1
AUG 27, 2024
72-185 PAINTERS PATH
SUIT E A
PALM DESERT, CA 92260
760.776.40682"1/2"FULL LITE HINGED DOOR
STONE FLOORING & SETTING BED
CONCRETE SLAB &
FOUNDATION PER STRUCTURAL
2" SAND OVER 10 MIL
VAPOR RETARDERAR
SEALANT, BACKER ROD &
COMRESSIBLE FILLER
STONE FLOORING, SLOPE
AWAY FROM BUILDING 2%
STONE THRESHOLD TO MATCH FLOORING
2% SLOPE
2"STONE TILE & SETTING BED
CONCRETE SLAB &
FOUNDATION PER STRUCT.
SLIDING SCREEN PANEL
2" SAND OVER 10 MIL
VAPOR RETARDERAR
MULTI-SLIDE DOOR, NUMBER
OF PANELS VARIES PER PLAN
FLUSH THRESHOLD, FINISH
VARIES PER LOCATION
SEALANT, BACKER ROD &
COMRESSIBLE FILLER
STONE FLOORING, SLOPE
AWAY FROM BUILDING 2%
MEMBRANE SILL FLASHING
NOTE:
TRACK IS TO BE RECESSED, VERIFY
DEPTH TO ENSURE TRACK IS LEVEL
W/ FINISH FLOOR. COORDINATE
W/ FOUNDATION PLAN.
2% SLOPE
LINEAR DRAIN W/ SUB SILL PAN,
CONNECT TO UNDERGROUND
DRAINIAGE SYSTEM2"FINISH PER LANDSCAPE, SLOPE AWAY
FROM BUILDING 2%
FIXED WINDOW PER PLAN
METAL SILL PAN FLASHING W/ 1/4" BACK
DAM. FINISH TO MATCH WINDOW
DEPRESSED SLAB AT TILE LOCATIONS
FINISH FLOOR PER VARIES PER PLAN.
CONCRETE SLAB & FOUNDATION
PER STRUCTURAL
2" SAND OVER 10 MIL
VAPOR RETARDERAR
2% SLOPE
2"1/4"CONCRETE SLAB & FOUNDATION
PER STRUCTURAL
DEPRESSED SLAB AT TILE LOCATIONS
FINISH FLOOR PER VARIES PER PLAN.
COMPRESSIBLE FILLER
HARDSCAPE FINISH PER LANDSCAPE,
SLOPE AWAY FROM BUILDING 2%
FIXED WINDOW PER PLAN
2" SAND OVER 10 MIL
VAPOR RETARDERAR
METAL SILL PAN FLASHING W/ 1/4" BACK
DAM. FINISH TO MATCH WINDOW
2% SLOPE
1/4"CONCRETE SLAB & FOUNDATION
PER STRUCTURAL
EPOXY FLOORING
HARDSCAPE FINISH PER LANDSCAPE,
SLOPE AWAY FROM BUILDING 2%2" SAND OVER 10 MIL
VAPOR RETARDERAR
ALUM. THRESHOLD SET IN SEALANT
HOLLOW METAL DOOR & FRAME,
PAINT TO MATCH ADJACENT WALL
1/2" ASPHALT IMPREGNATED FIBER BOARD
2% SLOPE
2ND LEVEL F.F.2"2"1/2" CEMENT BOARD
FLOORING VARIES PER PLAN
FRAMING PER STRUCTURAL
SPRAY FOAM INSULATION
STONE PEDESTAL ROOF
ASSEMBLY
M.B. CAP SHEET OVER FLASHING SHEET
METAL SILL PAN FLASHING W/ 1/4" BACK
DAM. FINISH TO MATCH DR/WN FRAME
SLIDING DOOR W/ SCREEN SHOWN,
FIXED WINDOW CONDITION SIMILAR
WEATHER BARRIER
CONCRETE/METAL FLOOR
DECKING PER STRUCTURAL2"1/4"1/2" CEMENT BOARD
TILE FLOORING
FRAMING PER STRUCTURAL
SPRAY FOAM INSULATION
BALCONY TILE ROOF
ASSEMBLY, SEE 9/A9.1
REDGARD WATERPROOFING AND CRACK
PREVENTION MEMBRANE, ICC-ESR 1413
SLIDING SCREEN PANEL
MULTI-SLIDE DOOR, NUMBER
OF PANELS VARIES PER PLAN
FLUSH THRESHOLD, FINISH
VARIES PER LOCATION
SEALANT, BACKER ROD &
COMRESSIBLE FILLER
SLOPE TO
DRAIN
NOTE:
TRACK IS TO BE RECESSED, VERIFY DEPTH
TO ENSURE TRACK IS LEVEL W/ FINISH
FLOOR. COORDINATE W/ STRUCTURAL.
LINEAR DRAIN W/ SUB SILL PAN 2"STONE FLOORING & SETTING BED
CONCRETE SLAB &
FOUNDATION PER STRUCTURAL
2" SAND OVER 10 MIL
VAPOR RETARDERAR
SEALANT, BACKER ROD &
COMRESSIBLE FILLER
STONE FLOORING, SLOPE
AWAY FROM BUILDING 2%
FOLDING IN-SWING DOOR
2% SLOPE
FLUSH TRACKVARIES PER PLANSELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
J MOULDING
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
INTERIOR
EXTERIOR
1/4" SHIM W/ BACKER ROD & SEALANT
CORNER BEAD
5/8" TYPE X GYP. BRD.VARIES PER PLANSELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
INTERIOR
EXTERIOR
1/4" SHIM W/ BACKER ROD & SEALANT
5/8" TYPE X GYP. BRD.
KNIFE EDGE CORNER
TAPE SEAL
METAL EDGE TRIMVARIES PER PLANSELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
J MOULDING
FIXED WINDOW
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
1/4" SHIM W/ BACKER ROD & SEALANT
EXPANDED CORNER BEAD
5/8" CEMENT BOARD
THIN SET TILE
TILE RETURN
5/8" TYPE X GYP. BRD.
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
SELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
J MOULDING
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
SPRAY FOAM INSULATION
SHIM
CORNER BEAD
VARIES PER PLANSELF-ADHEARED W.P. MEMBRANE
LAPPED OVER W.R.B.
J MOULDING
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
INTERIOR
EXTERIOR
1/4" SHIM W/ BACKER ROD & SEALANT
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
SHIM, FACE OF INTERIOR FINISH TO
ALIGN W/ FACE OF EXTERIOR FINISH5/8" TYPE X GYP. BRD.
CORNER BEAD
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
METAL PANEL WALL
ASSEMBLY, SEE 3/A9.1
SPRAY FOAM INSULATION
INTERIOR
EXTERIOR
1/4" SHIM W/ BACKER ROD & SEALANT
5/8" TYPE X GYP. BRD.
ALUMINUM BRAKE CLOSURE
51/2"1'-0"BRAKE METAL COLUMN COVER. FINISH
TO MATCH DR/WN COLOR.
SELF-ADHEARED W.P. MEMBRANE
FIXED WINDOW
BACKER ROD & SEALANT
POST PER STRUCTURAL
FIXED WINDOW SHOWN,
DOOR CONDITION SIMILAR.
51/2"51/2"3"MIN.3"MIN.
BRAKE METAL COLUMN COVER. FINISH
TO MATCH DR/WN COLOR.
SELF-ADHEARED W.P. MEMBRANE
FIXED WINDOW
BACKER ROD & SEALANT
5 1/2" X 5 1/2" POST PER STRUCTURAL
BRAKE METAL CORNER COVER.
FINISH TO MATCH DR/WN COLOR.VARIES PER RCP7" SINGLE SHADE9" DOUBLE SHADE
7" SINGLE SHADE12" DOUBLE SHADE5/8" TYPE "X" GYP. BRD.
COVER PLATE, PAINT
TO MATCH CEILING
FRAMING PER STRUCT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
SPRAY FOAM INSULATION
SELF-ADHEARED W.P. MEMBRANE
LAPPED UNDER W.R.B.
J MOULDING
WINDOW PER PLAN
1/4" SHIM W/ BACKER ROD & SEALANT
CORNER BEAD
SINGLE ROLLER SHADE POCKET
SHOWN, SEE RCP FOR TYPE &
DIMENSIONS. LINE POCKET W/
5/8" TYPE "X" GYP. BRD.
7" SINGLE SHADE9" DOUBLE SHADE
7" SINGLE SHADE12" DOUBLE SHADEVARIES PER RCP5/8" TYPE "X" GYP. BRD.
COVER PLATE, PAINT
TO MATCH CEILING
SINGLE ROLLER SHADE
POCKET SHOWN, SEE RCP
FOR TYPE & DIMENSIONS
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
SELF-ADHEARED W.P. MEMBRANE
LAPPED UNDER W.R.B.
ADHERED STONE VENEER
WALL ASSEMBLY, SEE 2/A9.1
1/4" SHIM W/ BACKER ROD & SEALANT
FIXED WINDOW SHOWN, DOOR
CONDITION SIMILAR
VARIES PER RCP7" SINGLE SHADE9" DOUBLE SHADE
7" SINGLE SHADE12" DOUBLE SHADE5/8" TYPE "X" GYP. BRD.
COVER PLATE, PAINT
TO MATCH CEILING
SINGLE ROLLER SHADE
POCKET SHOWN, SEE RCP
FOR TYPE & DIMENSIONS
FRAMING PER STRUCT.
SPRAY FOAM INSULATION
SELF-ADHEARED W.P. MEMBRANE
LAPPED UNDER W.R.B.
METAL CLOSURE
WINDOW PER PLAN
1/4" SHIM W/ BACKER ROD & SEALANT
ZINC PANEL WALL
ASSEMBLY, SEE 4/A9.1
WEEP HOLE
29027045BKQB
WRAP POCKET W/ 1/4" BLACK
MELAMINE PANEL
5/8" TYPE "X" GYP. BRD., FACE OF
INTERIOR FINISH TO ALIGN W/
FACE OF EXTERIOR FINISH
FRAMING / SHEATHING PER STRUCT.
STUCCO WALL
ASSEMBLY, SEE 1/A9.1
SIGHT LINE INTERLOCKER, VISIBLE FRAME
TO BE EQUAL ON ALL SIDES
POCKET CLOSER W/ SWEEP
PANELS IN OPEN POSITION STACK
FLUSH W/ FINISHED POCKET FACE
2-PIECE POCKET INTERLOCKER
MULTI-SLIDE DOOR
SELF-ADHERED FLASHING
METAL EDGE TRIM
CORNER BEAD
NOTES:
1. WEATHERSTRIP AND WEATHERPROOF
POCKET OPENING WHEN DOORS ARE IN THE
CLOSED POSITION
2. NUMBER OF DOOR PANELS VARIES PER PLAN
FUL L L IGHT HINGED DOOR SIL L 3" = 1'-0"1
MUL T I-SL IDE DOOR FL USH SILL 3" = 1'-0"3
W INDOW SIL L AT GRADE 3" = 1'-0"5
W INDOW SIL L AT HAR DSCAPE 3" = 1'-0"6 HOLL OW METAL DOOR SIL L 3" = 1'-0"2
SL IDING DOOR AT ST ONE PEDESTAL ROOF 1 1/2"= 1'-0"4MULTI-DOOR SILL AT BA L CONY 1 1/2"= 1'-0"12 FOL DING IN-SW ING DOOR SIL L 3" = 1'-0"8
W INDOW JAMB AT ST UCCO 3" = 1'-0"9
W INDOW JAMB AT METAL PANEL 3" = 1'-0"11
W INDOW JAMB AT ST ONE INT ER IOR 3" = 1'-0"10
W INDOW JAMB AT ST UCCO 3" = 1'-0"13
W INDOW JAMB AT ADHER ED STONE VENEER 3" = 1'-0"14
W INDOW JAMB AT METAL PANEL 3" = 1'-0"15
FIXED W INDOW AT POST 3" = 1'-0"16TRANSOM COR NER W INDOW 3" = 1'-0"20
W INDOW HEAD AT ST UCCO 3" = 1'-0"17
W INDOW HEAD AT ADHERED ST ONE 3" = 1'-0"18
W INDOW HEAD AT METAL PANEL 3" = 1'-0"19 TYPICAL POCK ET DOOR JAMB AT ST UCCO 3" = 1'-0"7
Recommendation
Staff recommends the ARC determines that the requirements of the findings have been met
based on the analysis and approves the Design Review
139/24/2024 AGENDA ITEM 6.A
CITY OF PALM DESERTATTENDANCE REPORTAdvisory Body: Architectural Review CommissionPrepared By:Year2024 2023 2023 2023MonthDate 9-Jan 24-Jan 13-Feb 27-Feb 12-Mar 26-Mar 9-Apr 23-Apr 14-May 28-May 11-Jun 25-Jun 9-Jul 23-Jul 13-Aug 27-Aug 10-Sep 26-Sep 10-Oct 24-Oct 14-Nov28-Nov 12-Dec 28-DecBlakeley, James EdwardEEEEP - PPE P PP-E - P --EPP - P -70Colvard, Dean WallacePPPPP - PE P P PP-P - P - -PEE - P -30Latkovic, NicholasPPPPP - PP P P PP-P - P - -PPP - E -10McAuliffe, MichaelPPPPP - PP P P PE-P - P - -PPP - P -10McIntosh, JamesEPPPP - PE P E PP-P - A - -PPP - P -41Sanchez, FranciscoPPPE P - PP P P PP-P - P - -PPP - P -10Vuksic, JohnPPPPP - PP P P PP-P - E - -PEP - P -20Palm Desert Municipal Code 2.34.010:PPresentAAbsentEExcused- No meetingM. GonzalezTwice Monthly: Six unexcused absences from regular meetings in any twelve-month period shall constitute an automatic resignation of members holding office on boards that meet twice monthly.Total Unexcused AbsencesJan Feb Mar Apr May Jun Jul Aug Sep2024 2024 2024 2024 2024 2024 2024Total AbsencesOct Nov Dec20232023202489