HomeMy WebLinkAboutITEM4A_246 N Sybil_HDEMO2025-0002
HISTORIC SITE PRESERVATION BOARD
STAFF REPORT
DATE: May 6, 2025 NEW BUSINESS
SUBJECT: A REQUEST BY JAMES D. MCNAMARA, FOR APPROVAL OF A MAJOR
ALTERATION TO A CLASS 3 SITE LOCATED AT 246 NORTH SYBIL
ROAD AND ASSOCIATED REVIEW FOR POTENTIAL RE-DESIGNATION
OF A CLASS 3 SITE TO A CLASS 1 OR 2 HISTORIC RESOURCE (APN
#502-133-001) (SY).
FROM: Department of Planning Services
SUMMARY
The property owner requests approval to add to the existing home and construct a garden
wall to enclose a patio area along the front of the home. 246 N. Sybil Road was designed
by Palmer & Krisel and constructed in 1958. The property is listed on the Class 3 list as
a contributing building for a potential historic district: Sunmor Estates/ Enchanted Homes.
Pursuant to Municipal Code Section 8.05.130 (Demolition or Alteration to Class 3 and 4
sites), the HSPB will consider whether the site possesses sufficient historic significance
to warrant possible re-designation to Class 1 or Class 2 historic resource and in doing so
may issue a stay on demolition or alteration on the buildings.
The property owner is not seeking historic designation of the property.
RECOMMENDATION:
That the HSPB take no action and allow the processing of building permits for the
proposed alterations.
BACKGROUND AND SETTING:
This single-family home at the corner of North Sybil Road and East Plaimor Avenue was
constructed during the post-World War II period. Sunmor Estates was originally conceived
by A.R. Simon as a 213-acre development to include residential and commercial uses.
The land was subdivided in 1955, and the first homes were designed by Wexler/Harrison,
but by 1957 the property sold to the Alexander Construction Company and was combined
with the adjacent Enchanted Homes development.1
1 Cityside Historic Context Statement & Survey Findings, Post-World War II Palm Springs (1945-1969), pg 200.
Historic Site Preservation Board Staff Report: May 6, 2025
HDEMO 2025-0002 – Major Alteration of a Class 3 Site – 246 Sybil Road
Page 2 of 7
AERIAL VIEW OF THE SUBJECT PARCEL.
STREET VIEW OF THE SUBJECT PARCEL.
Related Relevant City Actions by HSPB, Planning, Fire, Building, etc…
March, 2024 Site inspection by HSPB accompanied by city staff.
Ownership Status
November, 2014 Purchase by the current owner.
Historic Site Preservation Board Staff Report: May 6, 2025
HDEMO 2025-0002 – Major Alteration of a Class 3 Site – 246 Sybil Road
Page 3 of 7
ANALYSIS:
Staff analysis is based on the submitted application material, City documents and records,
and site visits. The property fits within the following context:
Post-World War II Palm Springs (1945-1969)
Theme: Post-World War II Single-family Residential Development (1945-1969)
Postwar Residential Architecture: Mid-century Modern
Sub-theme: Single-family Residential Development (1945-1969)
Registration Requirements to be eligible under this theme, a property must:
• date from the period of significance; and
• represent an excellent example of an architectural style or method of
construction; or be associated with a significant architect or designer; and
• display most of the character-defining features of the property type or style; and
• retain the essential aspects of historic integrity.
246 N. Sybil is a modest-sized home designed in the Mid-century Modern style retaining
what appears to be the original massing and footprint of the building. Based on the
information provided in the application, changes to the original fenestration may have
impacted the street-facing facades.
The proposed expansion increases the size of the home by approximately 761 square
feet with most of that massing concentrated towards the rear of the home and behind the
existing carport. The rooflines will be consistent with the original design and the carport
will remain a prominent feature. The proposed breezeblock wall across the front façade
will provide privacy but allow the extruding rafters to be visible from the street. Although
the home retains much of its design and material integrity, it does not appear to meet the
criteria for exceptional significance as a representative example of the district or the
architect’s work as an individual resource.
Requests for Major Alteration of Class 3 sites are processed according to Municipal Code
Section 8.05.130.
Criteria and Findings for Possible Re-designation of a Class 3 Building.
If the HSPB finds that the site warrants possible re-designation, it may direct and
authorize the processing of an application to re-designate the site as a Class 1 or Class
2 historic resource, which will then be considered by the HSPB and the City Council as
provided in Chapter 8.05 of the Municipal Code. Any demolition/alteration permit shall be
automatically stayed for a period of up to one-hundred twenty (120) days pending a re-
designation decision. In making its review, the HSPB must make the following findings:
1. That the Class 3 or Class 4 building possesses exceptional historic,
architectural, archaeological, cultural or aesthetic significance to
warrant redesignation as a Class 1 or Class 2 historic resource in
accordance with the criteria set forth in Section 8.05.070 above; and
Historic Site Preservation Board Staff Report: May 6, 2025
HDEMO 2025-0002 – Major Alteration of a Class 3 Site – 246 Sybil Road
Page 4 of 7
2. That the Class 3 or Class 4 building retains sufficient historical
integrity relative to its original configuration, architectural features, or
character.
If the HSPB cannot affirmatively make these findings, then it shall take no action and refer
the permit to the Director of Planning who shall thereafter approve the application for
submittal to the Building Department for appropriate building permits.
Staff analyzed the site relative to the criteria in 8.05.070 as follows:
a. The site, structure, building or object exhibits exceptional historic
significance and meets one or more of the criteria listed below:
(i) The resource is associated with events that have made a meaningful
contribution to the nation, state or community; or
The submitted research does not identify any events associated with the site; therefore,
this criterion is not met.
(ii) The resource is associated with the lives of persons who made a
meaningful contribution to national, state or local history; or
Records indicate three previous owners of the home but none of these individuals appear
to qualify as persons of significance as defined in Criterion ii, therefore, the property is
not eligible under this criterion.
(iii) The resource reflects or exemplifies a particular period of national,
state or local history; or
This home is part of a residential tract developed during the “Post-World War II Palm
Springs (1945-1969)” period. The design of the home is attributed to Palmer & Krisel
design; however, staff finds the home is not an exceptional representation of this period
or this style of architecture, thus does not meet Criterion iii.
(iv) The resource embodies the distinctive characteristics of a type,
period or method of construction; or
The homes in this development used conventional methods of construction and building
materials, therefore, do not qualify under Criterion iv.
(v) The resource presents the work of a master builder, designer, artist,
or architect whose individual genius influenced his or her age, or that
possesses high artistic value; or
The original tract of the Sumor Estates neighborhood consists of approximately 54
Historic Site Preservation Board Staff Report: May 6, 2025
HDEMO 2025-0002 – Major Alteration of a Class 3 Site – 246 Sybil Road
Page 5 of 7
homes. Of these homes, a small number are designed Wexler/Harrison and the rest are
designed by Palmer & Krisel. This home was constructed in 1958 by the Alexander
Construction Company after they purchased the development from A.R. Simon and
Merrill Brown in 1957. As a residential tract development, 246 N. Sybil Road has a flat
roof with a carport. Compared to the other floor plans, this design is more subdued in
scale and form. The design reflects key features that are commonly found in Mid-century
Modern homes such as the post and beam construction, carport, and deep overhangs
and the form of this home appears to be close to its original design; however, it appears
that changes to the fenestration have occurred over time, including the front elevation.
Staff finds that the home reflects the development of the tract but the home itself does not
demonstrate the individual genius of the architects or developer, thus does not qualify
under Criterion v.
(vi) The resource represents a significant and distinguishable entity
whose components may lack individual distinction, as used in
evaluating applications for designation of historic districts, for parcels
on which more than one entity exists; or
This property is identified as a potentially contributing structure to the Sunmor Estates
neighborhood but the parcel contains a single structure and a district nomination is not
under evaluation at this time. This criterion is not met.
(vii) The resource has yielded or may be likely to yield information
important to national, state or local history or prehistory.
There is no known information relative to significant national, state or local history or
prehistory for this property.
Evaluation of Historic Integrity.
Historic integrity is evaluated based on seven qualities: location, design, setting,
materials, workmanship, feeling and association in accordance with guidelines of the
United States Department of the Interior, National Park Service’s National Register
Bulletin titled: “How to apply the National Register Criteria for Evaluation” as revised from
time to time.
Staff evaluated the property’s integrity as follows:
Location.
The home appears to be in its original location on the lot.
Design.
This home is one of the standardized floor plans with a flat roof in this tract. The key
design feature of the home is the post and beam construction, which is most prominently
showcased in the design of the carport and front facade. The fireplace and wall provide
a masonry accent to the building exterior and based on photographs and a comparison
Historic Site Preservation Board Staff Report: May 6, 2025
HDEMO 2025-0002 – Major Alteration of a Class 3 Site – 246 Sybil Road
Page 6 of 7
between this home and the home addressed 206 N. Airline Drive with a similar floor plan
it is evident that new window openings were also introduced to the front (west) and north
elevations. Outside of some minor changes, the integrity of the design remains intact.
Setting.
The Sunmor Estates development has a cul-de-sac street pattern that has homes
designed with the Mid-century Modern architectural aesthetic. Prior to being developed,
this area was part of the Palm Springs Army Airfield with several aircraft “Tie Downs” were
located.2 246 Sybil retains it is original residential context, maintaining its integrity of
setting.
Materials.
The home was built using conventional wood framing and post and beam construction.
The applicant indicates that original exterior materials have been replaced with stucco
and all original fenestrations have been modified.
Workmanship.
Conventional construction methods were used to build this home and does not exhibit
noteworthy or exceptional workmanship.
Feeling.
The overall feeling of a modest residential dwelling remains intact.
Association.
The home is associated with the prominent developer Alexader Construction and Palmer
& Krisel; however, staff finds this home not to be one of their exceptional works.
ENVIRONMENTAL ASSESSMENT
The possible action of the HSPB to initiate a designation application by staying the
demolition/alteration of the property is not subject to review under CEQA pursuant to
Sections 15060 (c)(2) (the activity will not result in a direct or reasonably foreseeable
indirect physical change in the environment), and Section 15060(c)(3) (the activity is not
a project as defined in Section 15378) of the CEQA Guidelines, California Code of
Regulations, Title 15, Chapter 3, because it has no potential for resulting in physical
changes to the environment, directly or indirectly.
CONCLUSION:
The existing home is original to the site and is identified as a Mid-Century Modern home,
but staff finds it does not meet the criteria demonstrating exceptional historic significance
to be reclassified as a designated site. Staff recommends that the HSPB take no action
and direct staff to administratively process the alterations.
2 Cityside Historic Context Statement & Survey Findings, Post-World War II Palm Springs (1945-1969).
Historic Site Preservation Board Staff Report: May 6, 2025
HDEMO 2025-0002 – Major Alteration of a Class 3 Site – 246 Sybil Road
Page 7 of 7
PREPARED BY: Sarah Yoon, Associate Planner/Historic Preservation Officer
REVIEWED BY: Anthony Riederer, Assistant Director of Planning Services
REVIEWED BY: Christopher Hadwin, Director of Planning Services
Attachments:
A. Vicinity Map
B. Application and related material
ATTACHMENT A
Department of Planning Services
Vicinity Map
CITY OF PALM SPRINGS
246 N. Sybil Road
ATTACHMENT B
Justification Letter : Historical Class 3 Major Alteration Submittal April 25, 2025
McNamara Residence
246 N Sybil Rd., Palm Springs, CA 9226 2
APN: 502-133-0 01
Project Description:
Enclosed for consideration is the remodel of an existing single-family home on lot 24 of the Sunmor Estates,
subdivision in the City of Palm Springs, California as recorded on map MB 028/058 in the County of Riverside. This
1958 Alexander home is listed as a Historical Class 3 site, along with the surrounding neighborhood.
The proposed scope of work consists of a remodel of the existing floor plan with modifications to modernize the
kitchen, baths and bedrooms, while also increasing the building footprint to add livability for the homeowners. The
roofline will be extended over the additions, following the existing roof slope. Additions to the bedrooms along Sybil
Rd. will sit under the existing roofline. The existing garden wall along Sybil Rd., which is currently used to enclose
the dog run in the side yard, will be replaced with new breeze block walls which will provide privacy for the proposed
bedroom patios. Updates will also include drought-tolerant landscape and hardscape work. The existing carport will
remain.
The proposed design follows the existing topography and site conditions. The home’s mid-century modern
architectural style along with the proposed extensions and design additions is consistent with the existing
architecture and adjacent neighborhood. The design complies with all property setbacks and zoning requirements of
the Palm Springs Municipal Code. As a Class 3 Historical Site with the possibility of being reclassified as a Class 1
or Class 2 site, the following context statement was created for the property per the City’s Citywide Historic Context
Statement and Survey Findings.
CRITERION 1: Significant events – Per newspaper articles published from the early development of Sunmor
Estates to present day, no significant events have occurred at 246 N Sybil Rd. This property is not associated with
any event that made a meaningful contribution to the nation, state, or community.
CRITERION 2: Significant persons – Per city phone book archives spanning from the 50s through present day, no
one significant has lived at 246 N Sybil Rd. This property is not associated with any person who made a meaningful
contribution to national, state, or local history.
CRITERION 3: Reflection of a particular period – This property is placed within the context of Palm Springs’
“Post-World War II” period. The original Sunmor homes were designed by Wexler-Harrison and built by Robert
Higgins; after the remaining lots were sold to the Alexander Construction Company, the ne xt phase of homes,
including this home, was designed by William Krisel. While the home helped contribute to the overall character of the
neighoborhood, the home itself has unfortunate siting and is pushed back to the corner of the site limiting balanced
yards, indoor/outdoor living and clear street exposure. Other corner homes in the community, such as the Sunmor
Model Home on 2821 Livmor Ave., have made significant contributions to the neighborhood and are much better
sited than 246 N Sybil Rd.
CRITERION 4: Embodiment of distinctive characteristics of a type, period, or method of construction – This
property was built within a neighborhood development that was designed in the mid-century modern architectural
style, characterized by multiple roof designs (flat, shed, butterfly, etc.), post and beam construction, extensive use of
glass, and utilization of stone and concrete block for exteriors. As such, the materials and method of construction for
this home did not differ from those of every other h ome in this neighborhood. However, while it still maintains the
characteristics of a mid-century modern Alexander home, alterations done to the property by various owners in the
years since its development, including replacement and addition of multiple windows, removal of all original exterior
wood paneling, and a rebuilt wall, walks and landscaping, have compromised the home’s original integrity.
CRITERION 5: Resource as a presentation of the work of a master builder, designer, artist, or architect
whose individual genius influenced his or her age, or that possesses high artistic value– This property,
designed by William Krisel and built by the Alexander Construction Company, does represent the work of both a
master architect and builder. However, while being a representation of both of their work, this property is one of
various Krisel-designed, Alexander-built homes in Sunmor Estates which is also composed of Wexler -Harrison-
designed, Higgins-built homes. Moreso, the design for the Krisel-Alexander Sunmor homes is Krisel’s Ramon Rise
design, a connection discovered by Jim Harlan in 2010. This Alexander property’s design has no higher artistic value
that would separate it from all the other homes in the community.
CRITERION 6: Resource as a representation of a significant and distinguishable entity whose components
may lack individual distinction – This property, as part of Sunmor Estates, is in a neighborhood that was originally
envisioned to contain modernist tract homes designed by Wexler-Harrison and built by Higgins. Although only eleven
of the Higgins homes were built, they blended seamlessly into the rest of the Alexander neighborhood. All of these
homes were designed in the mid-century modern style with similar characteristics among them all. As such, this
property is not a representation of a significant entity within Sunmor Estates.
CRITERION 7: Resource has yielded or may be likely to yield information important to national, state, or
local history or prehistory – Per newspapers and articles written about Sunmor Estates from the time of
development, this property has not yielded any information important to national, state, or local history or prehistory.
Given the adherence to the neighborhood’s mid-century modern style and the property largely does not qualifying
under the aforementioned criteria, we believe the proposed remoodel should be approved by the Historic Site
Preservation Board. Please find enclosed drawing exhibits which illustrate our proposed design intent for your
consideration and review.
Please feel free to contact me with any questions you may have.
Sincerely,
Lance O’Donnell, AIA
o2 Architecture
246 N Sybil Rd – Historical Research
Permit History
1. 1957 – Building Permit
a. 1368sf SFD with 324sf carport
b. Contractor: Alexander Construction Co.
2. 1957 – Building Permit
a. Construction of swimming pool
b. Owner: Marjorie Griener
c. Contractor: Capri Pools
3. 1959 – Sewer Connection Permit
a. Contractor: Alexander Construction Co.
4. Date Unknown – Application for Electric Installation
a. Contractor: Alexander Construction Co.
5. Date Unknown – Plumbing Permit
a. Contractor: Alexander Construction Co.
6. 1967 – Sprinkler System
7. 1991 – Permit to repipe gas lines
a. Owner: Mrs. Rose
b. Contractor: ABC Plumbing
8. 2002 – Permit to build garden walls at side and rear yards
Previous Owners:
1. Marjorie Griener – 1958
2. Ray Littleton / Rae C. Jones – 1963
3. Helen and Bernard Rose – 1964
Changes/Alterations :
1. Main alterations to the exterior:
a. All the original decorative wood paneling was removed – it’s now 100%
stucco
b. Replacement/removal of every window and door in the house, including:
i. Original active side-light picture windows and jalousie windows in the
front were removed
ii. Raising the front bedroom windows higher than what was originally
there when bought; added awning windows to lower third portion of
window
iii. Installed taller sliders in the living room
iv. Replaced original wooden slab door with fiberglass
v. Replaced single-pane frosted glass in front window with multi-
sectioned reeded glass
c. Added new windows where none existed originally, including:
i. New horizontal awning windows over the front door and original front
door window opening
ii. Slanted clerestory windows along the length of the north side which
was originally windowless
iii. Floor to ceiling vertical fixed window next to fireplace
d. Addition of built-in grill and granite counter running along the east side of the
home
e. Rebuilt the original pool including concrete overhanging lip instead of the
traditional smooth coping; squared instead of rounded corners, built-in
raised planter running along the entire length of the pool
f. Added operable sky light in bathroom
2. Main alterations to landscape:
a. The patio and the landscaping were done by previous owners in the late 90s
early 00s
i. Previous owners put in the very high mounds of DG boulders and trees
that obscure half the front of the house from street view
Sunmor Estates History – Post World War II Period
1. The first 11 homes in Sunmor Estates were designed by Wexler-Harrison and built by
Bob Higgins from 1955-1957
a. The developer was Sands Realty and Development Company
b. These homes included two-, three-, and four-bedroom plans
i. Were envisioned as tract homes but ads released at the time called
them “individually designed and decorated”
c. Post and beam, colored rock roofs, extra-wide overhangs, large expanses of
glass and sliding glass doors, and large covered patios
d. Sunmor Model home: 2821 Livmor Ave.
2. In 1957, the remaining lots in Sunmor were sold to Alexander Construction Co.
a. William Krisel designed the first phase of homes
b. Post and beam, multiple roof designs (flat, shed, butterfly, and low-pitch
gable), stone and concrete block for exterior materials
c. Model home: 2866 Livmor Ave.
Aerial View of Sunmor Estates
Aerial View of Sunmor Estates
Ad for Sunmor Estates (October 1955)
Appendix D – Potential Historic Districts – Sunmor Estates/Enchanted Homes
1. Sunmor Estates/Enchanted Homes is significant under local Criterion 3: residential
development in postwar era and association with Alexander Construction Co.
2. Also significant under local Criterion 4,5: mid-century modern architecture
designed by Wexler-Harrison (in original Sunmor tract)
3. Wexler-Harrison features: colored rock roofs, extra-wide overhangs, large expanses
of glass and sliding glass doors, and large covered patios
4. Mid-century post and beam homes: multiple roof designs (flat, shed, butterfly, and
low-pitch gable) and stone and concrete block for exterior materials
Section 8.05.070.C.1.a and b (Criteria used by the HSPB and staff to assess):
1. The site, structure, building or object exhibits exceptional historical significance and
meets one or more of the criteria listed below:
a. The resource is associated with events that have made a meaningful
contribution to the nation, state, or community; or
b. The resource is associated with the lives of persons who made a meaningful
contribution to national, state or local history; or
c. The resource reflects or exemplifies a particular period of national, state or
local history; or
d. The resource embodies the distinctive characteristics of a type, period, or
method of construction; or
e. The resource presents the work of a master builder, designer, artist, or
architect whose individual genius influenced his or her age, or that
possesses high artistic value; or
f. The resource represents a significant and distinguishable entity whose
components may lack individual distinction, as used in evaluating
applications for designation of historic districts, for parcels on which more
than one entity exists; or
g. The resource has yielded or may be likely to yield information important to
national, state or local history or prehistory
2. The site, structure, building or object shall be evaluated for integrity of location,
design, setting, materials, workmanship, feeling, and association according to the
United States Department of the Interior, National Park Service’s National Register
Bulletin titled: “How to apply the National Register Criteria for Evaluation” as revised
from time to time
+0'-0"F.F.+/-12'-0" AFFT.O.FIREPLACET6T7T11A/NABCDEFGHI/NEW-4LIVINGENTRYMECH. 1BATH 2STORAGEOFFICEFC-1EC-2EW-1EW-3EW-1EC-2EW-1RF-1EW-1EW-1EW-1FC-1EW-1RF-1PUBLIC UTILITY EASEMENT (P.U.E.)
PROPERTY LINE
SETBACK LINE
SETBACK LINESKEWED VIEW+/-10'-9 1/2" AFFT.O.R.+0'-0"F.F.+/-12'-0" AFFT.O.FIREPLACET2.1T2T3T3.17/N654321/N1LIVINGSTORAGEEW-4EW-1FC-1EC-2EC-3EC-2EW-3EC-2RF-1EW-1EC-2EW-1FC-1EC-2RF-1EC-2EW-2EW-1G-1F-1EW-1.1+/-10'-9 1/2" AFFT.O.R.FC-1SETBACK LINE
SETBACK LINE
PROPERTY LINE
PROPERTY LINERF-1EC-3T6.16+0'-0"F.F.+/-12'-0" AFFT.O.FIREPLACET2T3TT4T5T5.1T4T7T7.1ABCDEFGHI/NPRIMARYBEDROOMPRIMARYBATHKITCHENLIVINGDININGEW-1EW-1EW-1EC-2EW-1EW-3EC-1EC-1EW-1RF-1EW-1EC-1EW-1EW-1EC-2EC-3EW-4EW-1EW-1EW-1RF-1FC-1SETBACK LINE
SETBACK LINE
PROPERTY LINEPUBLIC UTILITY EASEMENT (P.U.E.)
SKEWED VIEWA/NEC-3+/-10'-9 1/2" AFFT.O.R.+0'-0"F.F.+/-12'-0" AFFT.O.FIREPLACE5E17/N654321/N1STORAGEBEDROOM 2MECH. 2PRIMARYBEDROOMFC-1EW-1EC-2EW-1.1RF-1FC-1RF-1EW-1EW-4EC-2EC-2EW-2+/-9'-6" AFFT.O.R.SETBACK LINEPROPERTY LINE
EC-3SETBACK LINE17+/-10'-9 1/2" AFFT.O.R."THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."SOUTH ELEVATION-4PROPOSED EXTERIOR ELEVATIONS
SCALE: 1/4" = 1'-0"A2.2MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:HARDSCAPEEXTERIOR FINISHROOFFASCIAINTERIOR FINISHEXTERIOR CEILINGSITE WALL/FENCE/GATEMATERIAL LEGENDSITEDECOMPOSED GRANITE SOILEXISTING BLOCK WALLCONCRETE FLATWORKEXISTING EXTERIOR PLASTERWALLS; NEW TO BE MATCHEDEXISTING T&G CEILING; NEW TOBE MATCHEDWOOD FASCIA; TO BE PAINTEDSINGLE-PLY ROOFING SYSTEM-2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLS-1SW-1H-1EW-1EC-1FC-1RF-1IW-1CEILING-CL-1FLOOR-FL-1CASEWORK-CB-1APPLIANCE-AP-1PLUMBING-PL-1ANGELUS BLOCK 6x6x16 MEDIUMWEIGHT CMU BLOCK WALLSW-1.1ANGELUS BLOCK 6x6x16 MEDIUMWEIGHT CMU BLOCK WALL WITHCEMENT PLASTER FINISHSW-1.2STEEL GATE, PRIMED ANDPAINTEDG-1STEEL FENCE, PRIMED ANDPAINTEDF-1EXISTING EXTERIOR PLASTERWALLS; TO BE PAINTEDEW-1.1EXISTING POSTS; TO BEPAINTED; NEW TO BE MATCHEDEW-2ALUMINUM BREAK METAL: 25 GA.MIN., FINISH SHALL MATCHALUMINUM WINDOW FRAMESEW-3EXISTING WOOD BEAMS; NEWTO BE MATCHEDEC-2STEEL TRELLISEC-3EXISTING CMU BLOCK WALL(FIREPLACE); TO BE PAINTEDEW-4WEST ELEVATIONSCALE: 1/4" = 1'-0"-1NORTH ELEVATION-2EAST ELEVATION-3SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"
"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."COVER SHEET
SCALE: NOT TO SCALEA0.1VICINITY MAP(NOT TO SCALE)N246 N. SYBIL RD. - PALM SPRINGS - CA 92262McNAMARA RESIDENCE REMODELMET(MTL)EXISTINGEASTELECTRIC/ELECTRICALELEVATION/ELEVATORENCLOSUREENCL(E)ELEC(T)EL(V)EAEEACHNMLDGMINMTMTDMFRCABINETBETWEENBRACKETCORRUGATED/CORRUGATIONDEPARTMENTDOWNSPOUTDIRECTEDDOOR/DRAIN/DRIVECUBIC FEETCERAMICCONTINUOUS WELD RAILCUBIC FEET PER MINUTECONTRACTORCLASSCLOSETCAULKINGCONCRETE MASONRY UNITCAST IN PLACE/CAST IRONCLEAR/CLEARANCECONSTRUCTIONPIPE CLEAN-IN-PLACECOLUMNCONCRETECOMPRESSORCENTERCEILINGCONST(R)CORRDEPTDRDIRCONTRDSCLOCLKCLRCLCMUCONCCERCWRCTRCFMCIPCFCABBTWBRKTCOLCOMPRCLGMACHMAXMBHMECHMAINTMEDLRGLGTLTGLGLVRINCANINSULJTINTLAV(S)LF(S)LAMHORIZHTHDWRHWYHWHTRBOARD FEETBLOCKBOTTOMBRICKASPHALT CONCRETE/AIR CONDITIONINGABRASIVEALUMINUMADHESIVESAGGREGATEAIR HANDLING UNITACCESS PANELAMERICANS W/DISABILITIES ACTABOVE FINISH FLOORAIR CONDITIONING UNITACOUSTIC/ACOUSTICALBOARDASPHALTABBREVIATIONSANCHOR BOLT/AGGREGATE BASEADHESASP(H)BFBDBOTBRK/BRBMBLKBEAMAGG/AGGRAFFALUMAPAHUABABRASADAACOUSACACUGGALVGAGYPHAZGRGLFHFINFTGFUTFLRFIXENT(R)EXHEXTFDNFDFUTILUTILITIESSOUND TRANSMISSION COEFFICIENTREINFORCED/REINFORCE/REINFORCINGRECIRCULATE/RECIRCULATINGMANUFACTURERNORTHMOLDINGMOUNTMINIMUMMOUNTEDMETALSTORSPECSQ.STCSTLSPRSLSTORAGESPECIFICATIONSSPRINKLERSQUARESTEELSLOPE(DOOR LEAF(S))THOUSAND BRITISHMEDIAN/MEDIUMTHERMAL UNITS/HOURMAINTENANCEMACHINEMAXIMUMMECHANICALLIGHTINGLARGELENGTHLONGLOUVERLAVATORY (LAVATORIES)INCANDESCENTINTERIOR/INTERSECTIONINSULATIONJOINTLINEAR FEETLAMINATEHORIZONTALHARDWAREHEIGHTHOT WATERHIGHWAYHEATERSANSECTSHRSEWSSSCSKR/W/ROWRTORWTRTRTESSANITARYSTAINLESS STEELSOLID CORESECTIONSEWERSHOWERSINKRAIL TURN OUTRAIL WEIGHTRIGHT OF WAYRIGHTROUTESOUTHREFLTDREINFREIMBREFRIG/REFGREQSRMRELRECEPTR(AD)REFINRECIRC(R)REFREFLECTEDREIMBURSABLEREFRIGERATORREQUIREMENTSRELOCATEDROOMRECEPTACLERADIUS/RISERREFERENCEREMOVEREFINISHVAPOR BARRIERVISUAL AIDWATERPROOFWATER RESISTANTWAINSCOTVENT THROUGH ROOFVERIFY IN FIELDVERTICALVOLUMEVENTILATEWTWEIGHTVBVAVERTWSCTWWRWPWDVTRVOLVIFVENTWIDTHWOODPROPERTY/PROPOSEDPOUNDS PER SQUARE FOOTNATIONAL FIRE PROTECTIONPLACES/PLATE/PROPERTY LINENOISE REDUCTION COEFFICIENTFIRE HYDRANTGRAVEL/GRADE/GRATEGASGALVANIZEDGAUGEHAZARDOUSGYPSUMGLASSFINISHFOOTINGFUTUREFLOORFIXTUREFLOOR DRAINFAHRENHEIT/FILLENTRANCEEXHAUSTEXTERIORFOUNDATIONOUTSIDE DIAMETERPOLPROPPVMNTPRPVCPTPSFPLENODOSOXPKGPLPOLYVINYLCHORIDEPAVEMENTPOINT/PAINTPAIROWNER SUPPLIEDPLENUMPOLISHOXYGENPARKINGNFPA(N)NDCOCNICNOT IN CONTRACTASSOCIATIONON CENTERNEWTOP OF RAILUNLESS NOTED OTHERWISE TOP OF SLABTOP OF WALLSYSTEMTOP OF CONCRETE/CURBSHEET METAL & AIR CONDITIONERCONTRACTORS NATIONAL ASSOCIATIONTELEPHONETRACK FEETSYMMETRICALSIMILARSHOWERSTORM DRAINSQUARE FOOT(FEET)STRUCTURALSMACNATORTOSTOWTOTUNO (UON) TELSYMSIMTOCTFSWTOTALSWITCHSTRUCSYSSDSHWSGLSFSINGLEDRAWING SYMBOLS1SECTION SYMBOLPARTIAL SECTIONPARTIAL ELEVATIONDETAILSHTROOM NUMBERWINDOW NUMBER21DOOR NUMBER3142LB44B4AGENERAL NOTESo2 ARCHITECTURE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPY RIGHT AND OTHER PROPERTYRIGHTS IN THESE PLANS. THESE PLANS ARE NOT TO BE REPRODUCED, COPIED OR CHANGED IN ANY FORM ORMANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THEEXPRESS WRITTEN PERMISSION AND CONSENT OF o2 ARCHITECTURE.1.ALL CONTRACTORS SHALL HAVE A CURRENT VALID BUSINESS LICENSE PRIOR TO PERMIT ISSUANCE PERCITY CODE.2.ALL CONTRACTORS MUST SUBMIT CERTIFICATE OF WORKER'S COMPENSATION INSURANCE COVERAGEPRIOR TO THE ISSUANCE OF A BUILDING PERMIT PER CALIFORNIA LABOR CODE, SECTION 3800.3.GENERAL CONTRACTOR SHALL COMPLETE AND SUBMIT A CONTRACTOR'S LIST FORM TO THE DEPARTMENTOF BUILDING AND SAFETY PRIOR TO REQUEST FOR FINAL INSPECTION PER LOCAL ORDINANCE.4.APPROVED TEMPORARY FACILITIES (I.E. CHEMICAL TOILETS SHALL BE ON THE CONSTRUCTION SITE PRIORTO REQUEST FOR FIRST INSPECTION) HEALTH AND SAFETY CODE, SECTION 5416.5.CONTRACTOR SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEANUP OF ALL BUILDING MATERIALS.6.STORAGE AND BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT ISISSUED. ADJACENT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTEN PERMISSIONOF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT OF WAY SHALL BE MAINTAINED IN A CLEARCONDITION AT ALL TIMES, AS INDICATED IN THE GOVERNING CODE.7.THE WORK SHALL CONFORM TO THE LATEST EDITION OF ALL GOVERNING CODES AND ORDINANCES, IFDISCREPANCIES ARE FOUND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.8.THE ELECTRICAL, MECHANICAL AND STRUCTURAL DRAWINGS ARE SUPPLEMENTARY TO THEARCHITECTURAL DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK THEARCHITECTURAL DRAWINGS, BEFORE THE INSTALLATION OF ELECTRICAL, MECHANICAL OR STRUCTURALWORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE ELECTRICAL, MECHANICAL, STRUCTURAL ANDARCHITECTURAL DRAWINGS THAT WOULD CREATE A CONFLICT SHALL BE BROUGHT TO THE ARCHITECTSATTENTION FOR CLARIFICATION. WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGSSHALL BE CORRECTED BY THE GENERAL CONTRACTOR AT HIS/HER EXPENSE.9.FIELD VERIFY ALL DIMENSIONS AND CONDITIONS.10.DEFINITIONS:10.1."TYPICAL" MEANS IDENTICAL FOR ALL CONDITIONS UNLESS OTHERWISE NOTED.10.2."SIMILAR" MEANS COMPARABLE CHARACTERISTICS FOR THE CONDITION NOTED. DIFFERENCES AREINFERABLE FROM OTHER INFORMATION GIVEN. VERIFY DIMENSIONS AND ORIENTATIONS.10.3."PROVIDE" MEANS FURNISH AND INSTALL.10.4."FURNISH" MEANS TO FURNISH AND OTHERS WILL INSTALL10.5.DIMENSIONING RULES:10.5.a.HORIZONTAL DIMENSIONS ARE SHOWN FROM INTERSECTION OF COLUMN GRID OR FACE OFFRAMING TO INTERSECTION OF COLUMN OR FACE OF FRAMING UNLESS OTHERWISE NOTED.10.5.b.DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED.10.5.c.DIMENSIONS ARE NOT ADJUSTABLE WITHOUT THE APPROVAL OF THE ARCHITECT UNLESSOTHERWISE NOTED +/-.10.5.d.VERTICAL DIMENSIONS ARE FROM THE TOP OF THE FLOOR FINISH, UNLESS OTHERWISE NOTED.10.5.e.DO NOT SCALE DRAWINGS. IF ANY ITEM OF WORK CANNOT BE LOCATED, DO NOT PROCEED WITHTHE WORK WITHOUT THE CONSENT OF THE ARCHITECT.10.5.f.DIMENSIONS MARKED V.I.F. SHALL BE VERIFIED BY THE CONTRACTOR AND/OR SUBCONTRACTORWITH THE ARCHITECT PRIOR TO THE START OF CONSTRUCTION.11.CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND REPORT ANY ERROR, INCONSISTENCY,CONFLICT OR OMISSION TO THE ARCHITECT.12.ERECT AND INSTALL ALL WORK TO BE LEVEL, PLUM, SQUARE, TRUE AND IN PROPER ALIGNMENT.13.CONFIRM DURING THE PRICING PERIOD ON SITE DELIVERY OF ALL CONSTRUCTION MATERIAL SPECIFIED INTHE CONTRACT DOCUMENTS AND IMMEDIATELY NOTIFY THE ARCHITECT IN WRITING OF POTENTIAL DELAYSTO THE COMPLETION DATE OF THE PROJECT.14.DO NOT SUBSTITUTE, REVISE OR CHANGE THE WORK WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT/OWNER.15.SUBMIT A SPECIFIED CONSTRUCTION SCHEDULE AND A SCHEDULE OF REQUIRED SUBMITTALS WITHIN THEPACKAGE.16.SUBMIT THE SCHEDULES, SHOP DRAWINGS, MOCKUPS, SAMPLES AND OTHER REQUIRED SUBMITTALSWITHIN TWO WEEKS AFTER THE NOTICE TO PROCEED. NOTIFY ARCHITECT IF ADDITIONAL TIME ISREQUIRED; ALLOW THE ARCHITECT SUFFICIENT TIME TO REVIEW AND COMMENT ON THESUBMITTALS.WHERE SHOP DRAWINGS ARE REQUIRED, SUBMIT FOUR SETS OF BLUE-LINE DRAWINGS TO THEARCHITECT FOR REVIEW AND COMMENT PRIOR TO THE COMMENCEMENT OF FABRICATION OR PLACING ANORDER.17.PREPARE AND SUBMIT THE FOLLOWING TO THE ARCHITECT FOR REVIEW AND COORDINATION PRIOR TOORDER OF FABRICATION OF MATERIALS AND/OR INSTALLATION OF SYSTEMS. SEE SPECIFICATION FORREQUIREMENTS.18.CONTRACTORS ARE TO IMMEDIATELY NOTIFY THE ARCHITECT OF ANY CONFLICTING CONDITIONS PRIOR TOAND DURING CONSTRUCTION.19.DO NOT SCALE DRAWINGS, CONTRACTORS ARE RESPONSIBLE FOR SITE REVIEW AND VERIFICATION OF ALLQUANTITIES OF MATERIALS REQUIRED TO COMPLETE THE INSTALLATION.20.SEPARATE REVIEW, APPROVAL AND PERMITS ARE REQUIRED FOR GRADING, ACCESSORY BUILDINGS ANDSTRUCTURES, SIGNS, TRASH ENCLOSURES, BLOCK WALLS, RETAINING WALLS NOT SUPPORTING BUILDING,AND DEMOLITION WORK. CONTACT CITY FOR PROCEDURAL INFORMATION.21.NEW AND EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS ORAPPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROMTHE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL BE A MINIMUM OF 4" HIGH WITH AMINIMUM STROKE WIDTH OF 1/2" PER CFC SECTION 505.1.CALGREEN CODE NOTES1.STORM WATER DRAINAGE/RETENTION DURING CONSTRUCTION: PROJECTS WHICH DISTURB LESS THAN ONEACRE OF SOIL AND ARE NOT PART OF A LARGER COMMON PLAN OF DEVELOPMENT WHICH IN TOTALDISTURBS ONE ACRE OR MORE, SHALL MANAGE STORM WATER DRAINAGE DURING CONSTRUCTION. CGC4.106.22.GRADING AND PAVING: SITE SHALL BE PLANNED AND DEVELOPED TO KEEP SURFACE WATER FROMENTERING BUILDINGS. EXCEPTIONS: ADDITIONS AND ALTERATIONS WHICH DO NOT ALTER THE EXISTINGDRAINAGE PATH. CGC 4.106.33.ELECTRICAL VEHICLE (EV) CHARGING: EV CHARGING FOR NEW CONSTRUCTION SHALL COMPLY WITHSECTION CGC 4.106.4.1 AND 4.106.4.2 FOR FUTURE INSTALLATION AND USE OF EV CHARGERS. ELECTRICALVEHICLE SUPPLY EQUIPMENT (EVSE) SHALL BE INSTALLED IN ACCORDANCE WITH CEC, ARTICLE 625. CGC4.106.4.3.A.ONE & TWO FAMILY DWELLINGS AND TOWNHOUSES WITH ATTACHED PRIVATE GARAGES SHALLPROVIDE EVSE; SEE SHEET E1.3 FOR LOCATION. THE EVSE MUST CONSIST OF MINIMUM 1" CONDUIT,CONTINUOUS AT ENCLOSED INACCESSIBLE OR CONCEALED AREAS AND SPACES, EXTENDING FROMTHE MAIN PANEL TO A JUNCTION BOX WHERE EVSE RECEPTACLE WILL BE PROVIDED. THE MAINSERVICE PANEL MUST BE SIZED TO ACCOMMODATE 208/240 VOLT, 40 AMP DEDICATED BRANCH CIRCUIT.SERVICE PANEL AND/OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40A MINIMUM DEDICATEDBRANCH CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUITOVERCURRENT PROTECTIVE DEVICE. SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALLIDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS"EV CAPABLE." THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENTLY AND VISIBLY MARKEDAS "EV CAPABLE." CGC 4.106.4.1 & 4.106.1.1.3.B.NEW MULTI-FAMILY DWELLINGS, WHERE THERE ARE 17 OR MORE UNITS, 3% OF THE TOTAL PARKINGSPACES, BUT NOT LESS THAN ONE, SHALL BE EQUIPPED WITH ELECTRICAL VEHICLE CHARGINGSTATIONS. EVCS SHALL BE SHOWN ON THE PLANS IN COMMON USE AREAS AVAILABLE TO ALLRESIDENTS. CGC 4.106.4.24.INDOOR WATER USE:4.A.FIXTURE FLOW RATE TABLE4.B.MULTIPLE SHOWERHEADS: THE COMBINED FLOW RATE OF ALL SHOWERHEADS CONTROLLED BY ASINGLE VALVE SHALL NOT EXCEED 1.8 gpm @ 80 psi, OR ONLY ONE SHOWER OUTLET IS TO BE INOPERATION AT A TIME. CGC 4.303.1.3.24.C.RESIDENTIAL LAVATORY FAUCETS SHALL NOT HAVE A FLOW RATE OF LESS THAN 0.8 gpm @ 20 psi.4.D.KITCHEN FAUCETS MAXIMUM FLOW RATE IS 1.8 gpm @ 60 psi; TEMPORARY INCREASE TO 2.2 gpmALLOWED, BUT SHALL DEFAULT TO 1.8 gpm @ 60 PSI.5.LANDSCAPE IRRIGATION WATER: NEW RESIDENTIAL DEVELOPMENTS SHALL COMPLY WITH A LOCAL WATEREFFICIENT LANDSCAPE ORDINANCE OR THE CURRENT CALIFORNIA DEPARTMENT OF WATER RESOURCES'MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO), WHICHEVER IS MORE STRINGENT CGC 4.304.16.RODENT PROOFING: ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS OR OTHER OPENINGSIN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE CLOSED WITH CEMENT MORTAR, CONCRETEMASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY TO PREVENT PASSAGE OFRODENTS. CGC 4.406.17.RECYCLING:7.A.RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65% OF THE NONHAZARDOUS CONSTRUCTIONAND DEMOLITION WASTE IN ACCORDANCE WITH EITHER SECTION 4.408.2, 4.408.3 OR 4.408.4; OR MEET AMORE STRINGENT LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE;DOCUMENTATION REQUIRED PER CGC 4.408.5. CGC 4.408.17.B.THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION WASTE MANAGEMENT PLAN TO THE JURISDICTIONAGENCY THAT REGULATES WASTE MANAGEMENT WHICH CAN PROVIDE VERIFIABLE DOCUMENTATIONPER CGC 4.408.1. CGC 4.408.2. &4.408.37.C.PROJECTS THAT GENERATE A TOTAL COMBINED WEIGHT NOTED ON CGC 4.408.4 & 4.408.4.1, SHALLMEET THE MINIMUM 65% CONSTRUCTION WASTE REDUCTION REQUIREMENT IN CGC 4.408.17.D.DOCUMENTATION SHALL BE PROVIDED TO THE ENFORCING AGENCY WHICH DEMONSTRATESCOMPLIANCE WITH SECTION 4.408.2, ITEMS 1 - 5, SECTION 4.408.3 OR SECTION 4.408.4. CGC 4.408.58.OPERATION & MAINTENANCE MANUAL:THE BUILDER SHALL PROVIDE AN OPERATION MANUAL (CONTAININGINFORMATION FOR MAINTAINING APPLIANCES, ETC.) FOR THE OWNER AT THE TIME OF FINAL INSPECTION.CGC 4.410.19.POLLUTANT CONTROL: DURING CONSTRUCTION, ENDS OF DUCT OPENINGS ARE TO BE SEALED &MECHANICAL EQUIPMENT IS TO BE COVERED. CGC 4.504.110.POLLUTANT CONTROL: VOC'S MUST COMPLY WITH THE LIMITATIONS LISTED IN SECTION CGC 4.504.2, 4.504.3,4.504.4, 4.504.5 & TABLES CGC 4.504.1, 4.504.2, 4.504.3 & 4.504.5 FOR: ADHESIVES, SEALANTS, PAINTS &COATINGS, CARPET AND COMPOSITE WOOD PRODUCTS. CGC 4.504.2, 4.504.3, 4.504.4, & 4.504.510.A.VERIFICATION OF COMPLIANCE SHALL BE PROVIDED AS REQUESTED BY THE ENFORCING AGENCY, ANDAS REQUIRED IN SECTION 4.504.5.1. CGC 4.504.5.111.INTERIOR MOISTURE CONTROL:11.A.CONCRETE SLABS WILL BE PROVIDED WITH A CAPILLARY BREAK. CGC 4.505.2.111.B.THE MOISTURE CONTENT OF WOOD SHALL NOT EXCEED 19% BEFORE IT IS ENCLOSED INCONSTRUCTION. THE MOISTURE CONTENT NEEDS TO BE CERTIFIED BY ONE OF 3 METHODS SPECIFIEDIN SECTION 4.505.3. BUILDING MATERIALS WITH VISIBLE SIGNS OF WATER DAMAGE SHOULD NOT BEUSED IN CONSTRUCTION. THE MOISTURE CONTENT MUST BE DETERMINED BY THE CONTRACTOR BYONE OF THE METHODS LISTED IN CGC 4.505.3.12.IRRIGATION SYSTEM CONTROLLERS: AUTOMATIC IRRIGATION CONTROLLERS SHALL COMPLY WITH THE CGCSECTION 4.304.2 AS FOLLOWS:12.A.CONTROLLERS SHALL BE WEATHER OR SOIL MOISTURE BASED THAT AUTOMATICALLY ADJUSTIRRIGATION IN RESPONSE TO CHANGES IN NEEDS AS WEATHER CONDITIONS CHANGE.12.B.WEATHER BASED CONTROLLERS SHALL HAVE SEPARATE WIRED OR WIRELESS RAIN SENSOR WHICHCONNECTS OR COMMUNICATES WITH THE CONTROLLER(S). SOIL MOISTURE BASED CONTROLLERS ARENOT REQUIRED TO HAVE RAIN SENSORS.13.WRITTEN VERIFICATION: PRIOR TO FINAL INSPECTION THE LICENSED CONTRACTOR, ARCHITECT ORENGINEER IN RESPONSIBLE CHARGE OF THE OVERALL CONSTRUCTION MUST PROVIDE TO THE BUILDINGDEPARTMENT OFFICIAL WRITTEN VERIFICATION THAT ALL APPLICABLE PROVISIONS FROM THE GREENBUILDING STANDARDS CODE HAVE BEEN IMPLEMENTED AS PART OF THE CONSTRUCTION.14.ENERGY CONSERVATION: "COMPLIANCE WITH THE DOCUMENTATION REQUIREMENTS OF THE 2016 ENERGYEFFICIENCY STANDARDS IS NECESSARY FOR THIS PROJECT. REGISTERED, SIGNED AND DATED COPIES OFTHE APPROPRIATE CF1R, CF2R & CF3R FORMS SHALL BE MADE AVAILABLE AT NECESSARY INTERVALS FORBUILDING INSPECTOR REVIEW. FINAL COMPLETED FORMS WILL BE AVAILABLE FOR THE BUILDING OWNER."15.DOCUMENTATION: DOCUMENTATION OF COMPLIANCE SHALL INCLUDE, BUT IS NOT LIMITED TO,CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS, BUILDER OR INSTALLER CERTIFICATION,INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE LOCAL ENFORCING AGENCY. OTHERSPECIFIC DOCUMENTATION OR SPECIAL INSPECTIONS NECESSARY TO VERIFY COMPLIANCE ARE SPECIFIEDIN APPROPRIATE SECTIONS OF CALGREEN. CGC 703.116.SPECIAL INSPECTORS: SPECIAL INSPECTORS MUST BE QUALIFIED AND ABLE TO DEMONSTRATECOMPETENCE TO THE ENFORCING AGENCY IN THE DISCIPLINE IN WHICH THEY ARE INSPECTING. CGC 702.217.INSTALLER TRAINING: HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED PER CGC 702.118.CONCRETE SLAB FOUNDATIONS: CONCRETE SLAB FOUNDATIONS OR CONCRETE SLAB-ON-GROUND FLOORSREQUIRED TO HAVE A VAPOR RETARDER BY THE CALIFORNIA BUILDING CODE, CHAPTER 19, OR THECALIFORNIA RESIDENTIAL CODE, CHAPTER 5, RESPECTIVELY, SHALL ALSO COMPLY WITH THIS SECTION.CGC 4.505.2CITY OF PALM SPRINGS NOTESMUNICIPAL ADDENDUMS:-SITE MAINTENANCE DURING CONSTRUCTION SHALL COMPLY WITH THE REQUIREMENTS LISTED IN THE PALMSPRINGS MUNICIPAL CODE, CHAPTER 15.30.010.-SITE DRAINAGE TO ADHERE TO MINIMUM SLOPE REQUIREMENTS LISTED BELOW(PDMC CH 15.02.030 SEC J109.5.1)-POURED IN PLACE CEMENT CONCRETE: 0.5%-SHOTCRETE CONCRETE: 0.5%-ASPHALTIC CONCRETE PAVEMENT: 1.0%-SOILS SWALES: 0.5%-PIPES: 0.4%-OUTDOOR LIGHTING SHALL COMPLY WITH THE REQUIREMENTS LISTED IN THE PALM SPRINGS MUNICIPAL CODE ,CHAPTER 24.16.-STORM WATER MANAGEMENT AND DISCHARGE CONTROL SHALL COMPLY WITH THE REQUIREMENTS LISTED INTHE PALM SPRINGS MUNICIPAL CODE , CHAPTER 24.20.-GARDEN WALLS SHALL COMPLY WITH THE PDMC 25.56.195, AS FOLLOWS:-WALL HEIGHT MEASURED FROM GRADE AT BASE OF WALL.-STREET SIDE GARDEN WALLS MEASURED FROM GRADE AT BASE OF STREET SIDE WALL FACE.-NEW SIDE AND REAR WALLS SHALL BE A MINIMUM OF 5'-0" IN HEIGHT.-WALLS WITHIN FRONT SETBACK TO BE 42" OR LESS. MINIMUM OF SEVEN FEET FROM CURB.-WALLS BETWEEN 42" AND 61" ALLOWED WITHIN 15 FEET OF CURB.-WALLS BETWEEN 61" AND 72" ALLOWED WITHIN 20 FEET OF CURB.APPROVED TEMPORARY SANITARY FACILITIES (i.e. CHEMICAL TOILETS SHALL BE ON THE CONSTRUCTION SITEPRIOR TO REQUEST FOR FIRST INSPECTIONS). (HEALTH AND SAFETY CODE, SECTION 5416)-CONTRACTOR AND/OR OWNER SHALL PROVIDE A TRASH BIN TO INSURE PROPER CLEAN-UP OF ALL BUILDINGMATERIALS. (ORDINANCE No. 262 OF PALM SPRINGS MUNICIPAL CODE)-STORAGE OF BUILDING MATERIALS OR DEBRIS SHALL BE CONFINED TO THE LOT FOR WHICH THE PERMIT ISISSUED. ADJACENT VACANT PROPERTIES MAY NOT BE UTILIZED FOR THIS PURPOSE UNLESS WRITTENPERMISSION OF THE OWNER IS ON FILE WITH THIS OFFICE. THE PUBLIC RIGHT-OF-WAY SHALL BE MAINTAINED INA CLEAR CONDITION AT ALL TIMES. (PALM SPRINGS MUNICIPAL CODE, CHAPTER 8.02)-ADDRESS NUMERALS SHALL COMPLY WITH PALM SPRINGS ORDINANCE No. 1173. YOU MAY REQUEST A COPY OFTHE ORDINANCE AT THE BUILDING DEPARTMENT.-WIND DESIGN PARAMETERS:BASIC WIND SPEED: 123 MPHEXPOSURE CATEGORY: 'C'-A NEW ELECTRICAL SERVICE IS PART OF THE PV DESIGN. CITY OF PALM SPRINGS TO VERIFY THAT A SEPARATEPERMIT HAS BEEN ISSUED FOR THE NEW SERVICE.-A LICENSED ENGINEER OR SURVEYOR SHALL STAKE THE PROPERTY CORNERS OF THE SUBJECT LOT. AT THETIME OF THE UNDERGROUND PLUMBING INSPECTION AND PRIOR TO CALLING FOR ANY FOOTING INSPECTIONSFOR THESE PROJECTS, THE CONTRACTOR SHALL PROVIDE STRING LINES ALONG THE PROPERTY LINESADJACENT TO THE PROPOSED WALL LINES OF THE NEW CONSTRUCTION.FIXTURE TYPEMAXIMUM FLOW RATEMETERING FAUCETS0.2 gallons per cycleWALL MOUNTED URINALS0.125 gal/flushALL OTHER URINALS0.5 gal/flushRESIDENTIAL LAVATORY FAUCETS1.2 gpm @ 60 psiLAVATORY FAUCETS (IN COMMON AREAS)0.5 gpm @ 60 psiWATER CLOSETS1.28 gal/flushKITCHEN FAUCETSSINGLE SHOWERHEADS1.8 gpm @ 80 psiCGC4.303.1.14.303.1.24.303.1.24.303.1.3.14.303.1.4.14.303.1.4.24.303.1.4.31.8 gpm @ 60 psi4.303.1.4.4SCHEDULE OFDRAWINGSARCHITECTURALA0.1 COVER SHEETA1.0 EXISTING/DEMOLITION SITE PLANA1.1 PROPOSED SITE PLANA1.2 EXISTING/DEMOLITION FLOOR PLANA1.3 PROPOSED FLOOR PLANA2.0 DOOR & WINDOW SCHEDULEA2.1 EXISTING/DEMOLITION EXTERIOR ELEVATIONSA2.2 EXISTING/DEMOLITION EXTERIOR ELEVATIONSA2.3 PROPOSED EXTERIOR ELEVATIONSA2.4 PROPOSED EXTERIOR ELEVATIONS - CARPORT / STORAGEA9.1 EXISTING SITE PHOTOSA9.2 PROPOSED 3D IMAGESAPPLICABLE CODESALL CONSTRUCTION SHALL COMPLY WITH THE FOLLOWING CALIFORNIA CODES:THE 2022 CALIFORNIA RESIDENTIAL CODE, WHICH ADOPTS (WITH ADDITIONS, DELETIONS AND AMENDMENTS PER CITYOF PALM SPRINGS), THE 2022 CALIFORNIA FIRE CODE (WITH ADDITIONS, DELETIONS AND AMENDMENTS PER CITY OFPALM SPRINGS), NFPA 13D (2022 EDITION), NFPA 72 (2022 EDITION), NFPA 720 (2022 EDITION)NOT A PART OF THIS SUBMITTAL (N.A.P) DEFERREDSUBMITTALSCMU BLOCK WALLS, POOL & SPA REMODEL.GENERAL PROJECT INFORMATIONOWNER:JAY MCNAMARA246 N SYBIL RDPALM SPRINGS, CA 92262GENERAL CONTRACTOR:XXARCHITECT:o2 ARCHITECTURELANCE C. O'DONNELL1089 N PALM CANYON DR.PALM SPRINGS, CA 92262T: 760.778.8165STRUCTURAL ENGINEERING:XXPROPERTY INFORMATIONASSESSOR'S PARCEL NUMBER: 502-133-001LEGAL DESCRIPTION: LOT 24 MB 028/058 SUNMOR ESTATES 1OCCUPANCY: SINGLE FAMILY DWELLINGZONING: R-1-C LOW DENSITYLOT SIZE: 8,712 S.F. (0.20 ACRES)TYPE OF CONSTRUCTION: TYPE V-BFIRE SPRINKLERS: NOT REQUIRED. (CRC SECTION R313.2). AN AUTOMATIC RESIDENTIAL FIRE SPRINKLER SYSTEM SHALLBE INSTALLED IN ONE-AND TWO FAMILY DWELLINGS, EXCEPTION: ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGSTHAT ARE NOT ALREADY PROVIDED WITH AN AUTOMATIC RESIDENTIAL SPRINKLER SYSTEM.PROJECT SCOPE OF WORKTHE EXISTING SINGLE FAMILY RESIDENCE WILL UNDERGO REMODEL WORK, WITH MOST OF THE WORK UNDER THEEXISTING ROOF AREA, INCLUDING ADDITION AREAS. PROJECT SCOPE INCLUDES MISCELLANEOUS LANDSCAPE ANDHARDSCAPE WORK. CONSTRUCTIONHOURSCONSTRUCTION IS PROHIBITED ON:SUNDAYS & HOLIDAYS (NEW YEARS,MEMORIAL DAY, JULY 4TH, LABOR DAY,THANKSGIVING & CHRISTMAS)MONDAY - FRIDAY 7:00 am - 7:00 pmSATURDAY8:00 am - 5:00 pmSUNDAYNOT ALLOWEDHOLIDAYSNOT ALLOWEDNO SPECIAL PERMIT REQUIRED.MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLNOTE:(*) SEPARATE PERMIT. FORREFERENCE ONLYAREA TABULATION:PROPOSED - REMODEL OF RESIDENCENEW ADDITIONS: COND. UNCOND. GROSSMAIN HOUSE 761sf 51sf 812sfSTORAGE 0sf 13sf 13sfTOTAL NEW ADDITIONS 761sf 64sf 825sfNEW TOTAL MAIN HOUSE 2,058sf 51sf 2,109sfNEW TOTAL STORAGE 0sf 45sf 45sfNEW TOTAL RESIDENCE 2,058sf 96sf 2,154sf*EXTERIOR COVERAGE:CARPORT (E) 0sf 454sf 454sfAREA TABULATION:EXISTING RESIDENCEFLOOR AREA: COND.UNCOND. GROSSMAIN HOUSE (E) 1,268sf 32sf 1,300sfSTORAGE (E) 0sf 32sf 32sfTOTAL RESIDENCE 1,268sf 64sf 1,332sf*EXTERIOR COVERAGE:CARPORT (E) 0sf 381sf 381sfLOT AREA: 8,712 SF (0.20 ACRES)BUILDING SITE COVERAGE AREA: 2,154 sf / 8,712sf = 24%BUILDING HEIGHT: +/-10 FEET, 9-1/2 INCHES, SINGLE STORY RESIDENCELOT AREA: 8,712 SF (0.20 ACRES)BUILDING SITE COVERAGE AREA: 1,332sf / 8,712sf = 15%BUILDING HEIGHT: +/-9 FEET, 10 INCHES, SINGLE STORY RESIDENCETAHQUITZ CANYON WAYPROJECT SITEFARRELL DRIVEE ALEJO RD
ΔK-14800VOXBATHROOM SINKVITREOUS CHINA
VITREOUS CHINALAVATORYLADENAK-2214 EXISTINGBLOCK WALLTO BE KEPTCURBTRANSITION6 INCH CURBSTREETSIGNCURBTRANSITIONEXISTINGBLOCK WALLTO BE KEPTRETAINING WALLTO BE KEPTRETAININGWALL TO BEREMOVEDRETAININGWALL TO BEREMOVEDEXISTINGBLOCK WALLTO BE KEPTSTRIPDRAINPOOL TO BEREMODELEDEXISTINGCACTUS TOBE KEPTRAISED FIREPITTO BE REMOVEDRAISEDPLANTERTO BEREMOVEDEXISTING BLOCKWALL TO BEREMOVEDEXISTING BLOCKWALLS TO BE KEPTMAIN HOUSE1268 SF428.60 FFSTORAGE32 SFCARPORTDRIVEWAYENTRYWALKWAYD10(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)(E)EXISTINGHARDSCAPE TOBE REMOVEDEXISTINGHARDSCAPE TOBE REMOVEDEXISTINGHARDSCAPE TOBE REMOVEDD8D8D8D8D8D9D9D8D9D7D9D10EXISTINGBLOCK WALLTO BE KEPTEXISTINGBLOCK WALLTO BE KEPTBBQ(R)D1010'-0"
SIDE YARD SETBACK
15'-0"REAR YARD SETBACK25'-0"FRONT YARD SETBACK25'-0"SIDE YARD (CORNER) SETBACKPOOLEQUIPMENT(E)D9D9D9EXISTINGBLOCK WALLTO BE KEPTD10D10D10D10PROPERTY LINEPROPERTY LINEPROPERTY LINE
PROPERTY LINE
D9D9D8ENTRYMAIN HOUSE REMODEL-PLEASE REFER TOPROPOSED PLANS A1.3EXISTING ROOFLINED35'-0"
PUE (E) ELEC.SUBPANELTO BE VERIFIEDEXISTING ROOFLINE(E) ELEC.MAIN PANELTO BE VERIFIED(E) GAS METERTO BEVERIFIEDSYBIL ROAD
PLAIMOR AVENUED10D10LOT 23(EXISTINGRESIDENCE)APN: 502-133-002LOT 24(EXISTINGRESIDENCE)APN: 502-133-001EXISTING/DEMOLITION SITE PLAN
SCALE: 1/8" = 1'-0"A1.0WALL TO REMAIN (E)EXISTING(E)EXISTING TO BE RELOCATED(R)DEMOLITION NOTES- PLEASE REFER TO PROPOSED SITE PLAN & LANDSCAPE PLAN.- SITE WALK WITH ALL PARTIES TO REVIEW ALL CHANGES.- DIMENSIONS TO BE VERIFIED ON SITE.WALL TO BE DEMOLISHEDEXISTING SOFFIT/PORTION OF ROOF TO BE DEMOLISHEDENTRYEXISTING/DEMOLITION SITE PLANMCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLLOT INFORMATION:APN: 502-133-001LEGAL DESCRIPTION: LOT 24 MB 028/058 SUNMOR ESTATES 1AREA TABULATION:EXISTING RESIDENCEFLOOR AREA: COND.UNCOND. GROSSMAIN HOUSE (E) 1,268sf 32sf 1,300sfSTORAGE (E) 0sf 32sf 32sfTOTAL RESIDENCE 1,268sf 64sf 1,332sf*EXTERIOR COVERAGE:CARPORT (E) 0sf 381sf 381sf*FOR REFERENCE ONLY. NOT USED IN TOTAL AREA TABULATION.LOT AREA: 8,712 SF (0.20 ACRES)BUILDING SITE COVERAGE AREA: 1,332sf / 8,712sf = 15%BUILDING HEIGHT: +/-9 FEET, 10 INCHES, SINGLE STORY RESIDENCEREMOVE INDICATED PORTION OF EXISTING WALLREMOVE EXISTING SLIDING DOORS, DOORS, WINDOWS ANDHDR. (AS NEEDED)REMOVE EXISTING CABINETS, APPLIANCES, PLUMBINGFIXTURES AND GLASS ENCLOSURESD1D2REMOVE EXISTING SOFFITD4REMOVE PORTION OF EXISTING ROOF; REMOVE EXISTINGROOF COVER ABOVE T&G (E) - FOR NEW BUILT-UP ROOF;REMOVE EXISTING FASCIAD6REMOVE MARKED EXISTING GARDEN WALLS AND GATESREMOVE EXISTING LANDSCAPED8REMOVE EXISTING HARDSCAPE AND RAISED FIREPITD3D5REMOVE EXISTING SKYLIGHTD9D10D7REMOVE / RELOCATE EXISTING MECHANICAL EQUIPMENTCMU WALLS TO REMAIN (E)AREAS OF DEMOLITIONBUILDING FOOTPRINT (E)CONCRETE HARDSCAPE TO REMAIN (E)ELEVATION NOTESH.P.= HIGH POINTG.B.= GRADE BREAKE.G.= EXISTING GROUNDF.G.= FINISH GRADEF.S.= FINISH SURFACEF.F.= FINISH FLOOR ELEVATIONPAD = PAD ELEVATIONP = PLANTERT.W.= TOP OF WALLT.R.W. = TOP OF RETAINING WALLW.S.= WATER SURFACEB.W.= BOTTOM OF WALLT.F.= TOP OF FOOTINGB.F.= BOTTOM OF FOOTINGR/W = RIGHT OF WAYD/W = DRIVEWAYT.C.= TOP OF CURBF.L.= FLOWLINET.H.= TOP OF HEADERE.P.= EDGE OF EXISTING PAVEMENTT.P.= TOP OF PAVEMENTT.G.= TOP OF GRATEINV = INVERT ELEVATION"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."SITE PLAN NOTESSCALE: NOT TO SCALELEGENDSCALE: 1/8" = 1'-0""THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."-1-232'0'8'16'4'
Δ25'-0"FRONT YARD SETBACKΔΔVITREOUS CHINALAVATORYLADENAK-2214
VITREOUS CHINALAVATORYLADENAK-2214
KINGVITREOUS CHINALAVATORYLADENAK-2214
K-2214LADENALAVATORYVITREOUS CHINA DRIVEWAY (E)ENTRY PATHSTORAGE45 SFPOOL TO BEREMODELEDSPA (N)MAIN HOUSE2109 SF428.60 FFPATIORAISEDFIREPIT(N)CURBTRANSITION6 INCH CURBSTREETSIGNCURBTRANSITION(E) BLOCKWALL(E) RETAININGWALL(E) BLOCKWALL(E) BLOCKWALL(E) BLOCKWALLSSCULPTURE (N)SCULPTURE (N)OPTIONAL FIREFEATUREBBQ(R)15'-0"REAR YARD SETBACK7'-4"6'-7"4'-0"3'-6"17'-0"+/-24'-35 8"9'-0"9'-0"4'-0"10'-10"+/-17'-73 4"+/-11'-1114"+/-55'-85 8"9'-0"4'-0"2'-1034"2'-1114"5'-3"ALIGN W/ WALLS ALIGN W/ WALLS
7'-0"11'-2"44'-0"
6'-0"7'-9"25'-0"SIDE YARD (CORNER) SETBACK(E) BLOCKWALLCARPORT5' HIGHBLOCK WALLAND GATE5' HIGHBLOCK WALL7'-0"5' HIGHGATETRASH5' HIGHGATEPOOLEQUIPMENT(E)PSPPPSSSSSSSSS SSSSSSSSSSSSSSSS(E)(E)(E)(E)(E)(E)(E)(E)MECH.ENTRY5'-0"
PUE
SYBIL ROAD
PLAIMOR AVENUELOT 23(EXISTINGRESIDENCE)APN: 502-133-0022% SLOPE2% SLOPE2% SLOPEPATIOPATIO2% SLOPE2% SLOPE2% SLOPESW-1G-1SW-1SW-1SW-1SW-1SW-15' HIGHBLOCK WALLSSW-1.1H-1H-1H-1H-1H-1H-1H-1H-1H-15' HIGHFENCEF-1H-1SLOT 24(EXISTINGRESIDENCE)APN: 502-133-0016'-718"+/-8'-73 4"ALIGN SPAW/ HOUSEG-1SW-1.2G-1SW-1.25'-0"
PUE
PUBLIC UTILITY
EASEMENT
5'-0"
PUE
10'-0"
SIDE YARD
SETBACK
32'0'8'16'4'"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."SITE PLAN NOTESSCALE: NOT TO SCALEPROPOSED SITE PLAN
SCALE: 1/8" = 1'-0"A1.1LEGENDPROPOSED SITE PLANSCALE: 1/8" = 1'-0"AREA TABULATION:PROPOSED - REMODEL OF RESIDENCENEW ADDITIONS: COND. UNCOND. GROSSMAIN HOUSE 761sf 51sf 812sfSTORAGE 0sf 13sf 13sfTOTAL NEW ADDITIONS 761sf 64sf 825sfNEW TOTAL MAIN HOUSE 2,058sf 51sf 2,109sfNEW TOTAL STORAGE 0sf 45sf 45sfNEW TOTAL RESIDENCE 2,058sf 96sf 2,154sf*EXTERIOR COVERAGE:CARPORT (E) 0sf 454sf 454sf*FOR REFERENCE ONLY. NOT USED IN TOTAL AREA TABULATION.LOT AREA: 8,712 SF (0.20 ACRES)BUILDING SITE COVERAGE AREA: 2,154 sf / 8,712sf = 24%BUILDING HEIGHT: +/-10 FEET, 9-1/2 INCHES, SINGLE STORY RESIDENCE1-2-MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:HARDSCAPEEXTERIOR FINISHROOFFASCIAINTERIOR FINISHEXTERIOR CEILINGSITE WALL/FENCE/GATEMATERIAL LEGENDSITEDECOMPOSED GRANITE SOILEXISTING BLOCK WALLCONCRETE FLATWORKEXISTING EXTERIOR PLASTERWALLS; NEW TO BE MATCHEDEXISTING T&G CEILING; NEW TOBE MATCHEDWOOD FASCIA; TO BE PAINTEDSINGLE-PLY ROOFING SYSTEM-2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLS-1SW-1H-1EW-1EC-1FC-1RF-1IW-1CEILING-CL-1FLOOR-FL-1CASEWORK-CB-1APPLIANCE-AP-1PLUMBING-PL-1ANGELUS BLOCK 6x6x16 MEDIUMWEIGHT CMU BLOCK WALLSW-1.1ANGELUS BLOCK 6x6x16 MEDIUMWEIGHT CMU BLOCK WALL WITHCEMENT PLASTER FINISHSW-1.2STEEL GATE, PRIMED ANDPAINTEDG-1STEEL FENCE, PRIMED ANDPAINTEDF-1EXISTING EXTERIOR PLASTERWALLS; TO BE PAINTEDEW-1.1EXISTING POSTS; TO BEPAINTED; NEW TO BE MATCHEDEW-2ALUMINUM BREAK METAL: 25 GA.MIN., FINISH SHALL MATCHALUMINUM WINDOW FRAMESEW-3EXISTING WOOD BEAMS; NEWTO BE MATCHEDEC-2STEEL TRELLISEC-3EXISTING CMU BLOCK WALL(FIREPLACE); TO BE PAINTEDEW-4"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."PROPOSED NEW WALLEXISTING(E)EXISTING TO BE RELOCATED(R)ENTRYCMU WALLS TO REMAIN (E)WALL TO REMAIN (E)NEW(N)BUILDING FOOTPRINT (E)BUILDING FOOTPRINT (ADDITIONS)NOTE: SEE SHEET A0.2 FOR DETAILED MATERIAL SPECIFICATIONSPROPOSED CMU WALLSCONCRETE HARDSCAPEPSSAWCUT JOINTPAVER JOINTSITE PLAN NOTES-SEE LEGEND FOR CONCRETE FLAT WORK JOINTS.-ALL GARDEN CMU WALLS SHALL NOT EXCEED 6 FEET IN HEIGHT, AND ARE TO BEBUILT PER CITY OF PALM SPRINGS STANDARD DETAIL.-SEE STRUCTURAL FOR CMU & CONCRETE REINFORCING.-SEE LANDSCAPE PLAN L1.0 FOR PLANT MATERIAL, IRRIGATION, LIGHTING &BOULDER/ROCK PLACEMENT.-CONTRACTOR SHALL BRING ALL GRADE DISCREPANCIES W/ CIVIL PLANS TO THEATTENTION OF THE ARCHITECT.-NEW & EXISTING BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS,BUILDING NUMBERS, OR APPROVED BUILDING IDENTIFICATION PLACED IN APOSITION THAT IS PLAINLY LEGIBLE AND VISIBLE FROM THE STREET OR ROADFRONTING THE PROPERTY. THESE NUMBERS SHALL CONTRAST IN COLOR TOBACKGROUND. NUMBERS SHALL BE A MIN. OF 4" HIGH WITH A MIN. STROKE WIDTHOF 1/2" PER CFC SECTION 505.1.-NEW SIDE YARD AND FRONT YARD WALLS SHALL BE CONSTRUCTED OFDECORATIVE MASONRY OR METAL PER SECTION 93.02.00CITY OF PALM SPRINGS PRIVATE SWIMMING POOL/FENCING BARRIER REQUIREMENTS PER 2022 CBCSECTION 3109 NOTES:-THE RESIDENCE SHALL BE EQUIPPED WITH AN ALARM THAT, WHEN PLACED IN A POOL OR SPA, WILL SOUNDUPON DETECTION OF ACCIDENTAL OR UNAUTHORIZED ENTRANCE INTO THE WATER. THE ALARM SHALLMEET AND BE INDEPENDENTLY CERTIFIED TO THE ASTM STANDARD F2208.LOT INFORMATION:APN: 502-133-001LEGAL DESCRIPTION: LOT 24 MB 028/058 SUNMOR ESTATES 1AREA TABULATION:EXISTING RESIDENCEFLOOR AREA: COND.UNCOND. GROSSMAIN HOUSE (E) 1,268sf 32sf 1,300sfSTORAGE (E) 0sf 32sf 32sfTOTAL RESIDENCE 1,268sf 64sf 1,332sf- THE RESIDENCE SHALL BE EQUIPPED WITH EXIT ALARMS ON THOSE DOORSPROVIDING DIRECT ACCESS TO THE POOL OR SPA. THE EXIT ALARM MAY CAUSEEITHER AN ALARM NOISE OR A VERBAL WARNING, SUCH AS A REPEATINGNOTIFICATION THAT "THE DOOR TO THE POOL IS OPEN" PER SECTION AV100.2 INAPPENDIX V OF THE 2022 CRC.- ANY ACCESS GATES THROUGH THE ENCLOSURE OPEN AWAY FROM THE SWIMMINGPOOL AND ARE SELF-CLOSING WITH A SELF-LATCHING DEVICE PLACED NO LOWERTHAN 54" ABOVE THE GROUND.- THE MAX. VERTICAL CLEARANCE FROM THE GROUND TO THE BOTTOM OF THEENCLOSURE SHALL BE 2".- GAPS OR VOIDS, IN GATES/FENCES SHALL NOT ALLOW PASSAGE OF A SPHEREEQUAL TO OR GREATER THAN 4" IN DIAMETER.POOL ENCLOSURE NOTES:
634521K-14800VOXBATHROOM SINKVITREOUS CHINA
VITREOUS CHINALAVATORYLADENAK-2214 ABCDEFGHENTRYDININGLIVINGKITCHENMECHOFFICEBEDROOM 1PRIMARYBEDROOMPRIMARYBATHBATH 1LINENPANTRYLAUNDRYCARPORTOUTDOORSHOWERREF/FREFIREPLACE3-1/2" BRICK HEARTHCLOSETCLOSETBBQ(R)STORAGED2D1D5D3D6D4D1D3D3UPPERFIXEDWINDOW5.50 SFUPPERFIXEDWINDOW6.87 SFUPPERFIXEDWINDOW8.23 SFUPPERFIXEDWINDOW3.93 SFFIXEDWINDOW22.96 SFUPPERFIXEDWINDOW3.14 SFFIXEDWINDOW12.50 SFD2UPPEROPERABLEWINDOW5.66 SFSLIDER45.52 SFSLIDER44.86 SFOPERABLEWINDOW4.39 SFFIXEDWINDOW12.36 SFSLIDER37.93 SFOPERABLEWINDOW6.77 SFOPERABLEWINDOW6.69 SFOPERABLEWINDOW7.95 SFFIXEDWINDOW15.58 SFOPERABLEWINDOW8.04 SFFIXEDWINDOW15.74 SFD5REMOVE EXISTINGROOF COVER FOR NEWBUILT-UPD5REMOVE EXISTINGROOF COVER FOR NEWBUILT-UPD5REMOVE EXISTINGROOF COVER FOR NEWBUILT-UPE1D2D1D3D3D3D2D1D1D2D1D2D1D3D1D1D2D2D2D1D1D2D4D21A2.14A2.12A2.13A2.11A2.24A2.23A2.22A2.2D1D1D1D2D2D1D2D3D4D1D1D2D1D1D1D2D2D2D2D1D2D2D2D1D1D1D3D3D4D1D2D4"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."FLOOR PLAN NOTESSCALE: NOT TO SCALE-2-1EXISTING/DEMOLITION FLOOR PLAN
SCALE: 1/4" = 1'-0"A1.2LEGENDWALLS TO REMAIN (E)EXISTING(E)EXISTING TO BE RELOCATED(R)NOTES:-PLEASE REFER TO PROPOSED FLOOR PLAN.-DIMENSIONS TO BE VERIFIED ON SITE.DEMOLITION NOTESREMOVE INDICATED PORTION OF EXISTING WALLREMOVE EXISTING SLIDING DOORS, DOORS, WINDOWS ANDHDR. (AS NEEDED)WALLS TO BE DEMOLISHEDEXISTING SOFFIT/PORTION OF ROOF TO BE DEMOLISHEDENTRYREMOVE EXISTING CABINETS, APPLIANCES, PLUMBINGFIXTURES AND GLASS ENCLOSURESD1D2REMOVE EXISTING SOFFITD4REMOVE PORTION OF EXISTING ROOF; REMOVE EXISTINGROOF COVER ABOVE T&G (E) - FOR NEW BUILT-UP ROOF;REMOVE EXISTING FASCIAD6D3D5EXISTING/DEMOLITION FLOOR PLANSCALE: 1/4" = 1'-0"MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLLOT INFORMATION:APN: 502-133-001LEGAL DESCRIPTION: LOT 24 MB 028/058 SUNMOR ESTATES 1AREA TABULATION:EXISTING RESIDENCEFLOOR AREA: COND.UNCOND. GROSSMAIN HOUSE (E) 1,268sf 32sf 1,300sfSTORAGE (E) 0sf 32sf 32sfTOTAL RESIDENCE 1,268sf 64sf 1,332sf*EXTERIOR COVERAGE:CARPORT (E) 0sf 381sf 381sf*FOR REFERENCE ONLY. NOT USED IN TOTAL AREA TABULATION.LOT AREA: 8,712 SF (0.20 ACRES)BUILDING SITE COVERAGE AREA: 1,332sf / 8,712sf = 15%BUILDING HEIGHT: +/-9 FEET, 10 INCHES, SINGLE STORY RESIDENCEREMOVE EXISTING SKYLIGHTBEAMS TO REMAIN (E)BUILDING FOOTPRINT (E)REMOVE MARKED EXISTING GARDEN WALLS AND GATESREMOVE EXISTING LANDSCAPED8REMOVE EXISTING HARDSCAPED9D10D7REMOVE / RELOCATE EXISTING MECHANICAL EQUIPMENT8'16'0'2'4'
VITREOUS CHINALAVATORYLADENAK-2214 VITREOUS CHINALAVATORYLADENAK-2214
KINGVITREOUS CHINALAVATORYLADENAK-2214 ABCDEFGHI/NA/NK-2214LADENALAVATORYVITREOUS CHINA 6345211/N7/NMECH. 2PRIMARYBEDROOMPRIMARYBATHPRIMARYCLOSETENTRYFIREPLACE (E)BBQ(R)KITCHENTRASH36" SINK24" DWSTORAGE45 SFLIVING30"MICROCAB.TV36" COOKTOPW/ HOOD36" OVENLINENCAB.30"FRIDGE24"FREEZERBEDROOM 1BATH 1CAB.OFFICELAUNDRYBOOKSHELFBARDININGHALLWAYCAB.MECH. 1POWDERSHELVESCARPORT30" CAB.W/ SINKCAB.CAB.OPENOPENOPENOPENMAIN HOUSE2109 SFMURPHY BEDNEW ROOF LINEEXISTING ROOFLINEEXISTING ROOFLINENEW ROOF LINENEW ROOF LINEPROPOSED BEAMEXISTING ROOFLINENEW ROOF LINEPROPOSEDSTEEL TRELLISNEW ENTRYSCREENFUTURE TESLAPOWERWALLEV PORTEV PORTSKYLIGHTSOLATUBE3'-2"3'-4"2'-8"3'-812"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"3'-9"+/-13'-218"+/-2'-1012"+/-9'-212"+/-2'-113 4"+/-3'-53 4"+/-11'-63 8"+/-8'-0"
+/-25'-17 8"+/-24'-312"+/-5'-43 8"+/-2'-1012"+/-8'-312"4'-812"+/-8'-014"2'-10"3'-414"+/-2'-2"2'-014"2'-10"+/-2'-734"+/-2'-078"+/-2'-778"+/-2'-7"+/-11'-714"
+/-2'-1012"+/-8'-312"+/-7'-1018"2'-9"2'-8"3'-0"3'-0"3'-11"2'-8"+/-4'-8"
+/-18'-1012"+/-16'-5"8'-312"+/-7'-10"512"1'-1012"2'-8"3'-0"512"+/-3'-11"2'-8"13'-512"512"512"512"
3'-3"512"+/-5'-0"+/-2'-1012"+/-3'-1078"+/-1'-8"512"512"EXISTINGBEAMSEXISTINGBEAMS334"(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(N)(E)ROOF LINE SHOWN DASHEDROOF LINE SHOWN DASHED116'-1012"ABOVEABOVE23444.12.1ABOVEABOVEABOVE5678.18ABOVE9810111412131516"B-B"2A3.1"A-A"1A3.1"A-A"1A3.1"B-B"2A3.1"C-C"3A3.1"C-C"3A3.11A2.24A2.22A2.23A2.21A2.33A2.32A2.3PROPOSEDSTEEL TRELLISBROOMCLO.STORAGE5'-10"9'-10"
+/-22'-3"19'-512"ABOVE577.15.166.1233.14'-012"17STORAGE(N)(N)+/-12'-8 1/2""THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."FLOOR PLAN NOTESSCALE: NOT TO SCALE-2-1PROPOSED FLOOR PLAN
SCALE: 1/4" = 1'-0"A1.3LEGENDPROPOSED NEW WALLEXISTING(E)EXISTING TO BE RELOCATED(R)GENERAL NOTES- PROVIDE SAFETY GLAZING MATERIAL IN ACCORDANCE WITH SECTION R308.4 -SEE SHEET A2.0 FOR LOCATIONS. OPERABLE WINDOWS SHALL BE LOCATED AMINIMUM OF 10' FROM ANY PLUMBING VENTS, CHIMNEYS, ETC. PER SECTIONR303.5- THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTICAREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDEPER SECTION R302.6.- THE AREA OF FLOOR USED FOR PARKING OF VEHICLES SHALL BE SLOPED TODRAIN TOWARD THE MAIN VEHICLE ENTRY DOORWAY PER SECTION R309.1.- LANDINGS OR FINISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALLNOT BE MORE THAN 1-1/2" LOWER THAN THE TOP OF THE DOOR THRESHOLDFOR OUT-SWINGING DOORS. PER CRC R311.3.1- ALL OTHER EXTERIOR IN-SWINGING DOORS (INCLUDING THE GARAGE MANDOOR), OTHER THAN THE REQUIRED EGRESS DOOR SHALL BE PROVIDED WITHLANDINGS OR FLOORS NOT MORE THAN 7-3/4" BELOW THE TOP OF THETHRESHOLD PER CRC R311.3.2- DIMENSIONS TO BE VERIFIED ON SITE.- DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED48" ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THEDOORBELL BUTTON ASSEMBLY PER CRC R327.1.4- AT LEAST ONE BATHROOM AND ONE BEDROOM ON THE ENTRY LEVEL SHALLPROVIDE A DOORWAY WITH A NET CLEAR OPENING OF NOT LESS THAN 32",MEASURED WITH THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROMTHE CLOSED POSITION PER CRC R327.1.3- SHOWER DOOR SHALL HAVE A MINIMUM 22" WIDE OPENING PER CPC 408.5ENTRYPROPOSED FLOOR PLANSCALE: 1/4" = 1'-0"MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLAREA TABULATION:PROPOSED - REMODEL OF RESIDENCENEW ADDITIONS: COND. UNCOND. GROSSMAIN HOUSE 761sf 51sf 812sfSTORAGE 0sf 13sf 13sfTOTAL NEW ADDITIONS 761sf 64sf 825sfNEW TOTAL MAIN HOUSE 2,058sf 51sf 2,109sfNEW TOTAL STORAGE 0sf 45sf 45sfNEW TOTAL RESIDENCE 2,058sf 96sf 2,154sf*EXTERIOR COVERAGE:CARPORT (E) 0sf 454sf 454sf*FOR REFERENCE ONLY. NOT USED IN TOTAL AREA TABULATION.LOT AREA: 8,712 SF (0.20 ACRES)BUILDING SITE COVERAGE AREA: 2,154 sf / 8,712sf = 24%BUILDING HEIGHT: +/-10 FEET, 9-1/2 INCHES, SINGLE STORY RESIDENCEPROPOSED SOFFITWALL TO REMAIN (E)NEW(N)BUILDING FOOTPRINT (E)BUILDING FOOTPRINT (ADDITIONS)8'16'0'2'4'FLOORING (INTERIOR)MANUF: TBDMATERIAL: TBD ; SIZE: TBDCOLOR: TBDNOTE: SEE SHEET A0.2 FOR DETAILED MATERIAL SPECIFICATIONSFL-1FLOORINGLOT INFORMATION:APN: 502-133-001LEGAL DESCRIPTION: LOT 24 MB 028/058 SUNMOR ESTATES 1AREA TABULATION:EXISTING RESIDENCEFLOOR AREA: COND.UNCOND. GROSSMAIN HOUSE (E) 1,268sf 32sf 1,300sfSTORAGE (E) 0sf 32sf 32sfTOTAL RESIDENCE 1,268sf 64sf 1,332sfTILE FLOORING (INTERIOR-SHOWER FLOOR)MANUF: TBDMATERIAL: TBD ; SIZE: TBDCOLOR: TBDFL-2NEW ROOF AREA
WIDTHNO.TNAUQ(SEE REMARK)SIZEHEIGHTAREA IN S.F.WINDOW SCHEDULEWINDOWTYPEOPER.GLASSFRAMEREMARKS 1-TFIX3'-5 1/2"7'-0"24.21-AU-FACTOR-2-TFIX3'-6"2'-6"8.75-A2.1-TCAS3'-6"5'-0"17.19-E3-TFIX8'-8"1'-0 1/2"7.09-A3.1-TFIX8'-2 7/8"1'-5 1/2"10.28-A4-TSLI7'-8 1/2"5'-6"42.39-C-TFIX3'-0"6'-8"20.00-A5-TAWN5.75-D5.1-TFIX9'-10"65.55-A6-T--TFIX3'-5 1/2"6'-8"23.05-A7-TAWN2'-5 1/2"8.55-D7.1-TFIX2'-7"2'-6"6.45-A8CAS2'-7"4'-6"11.62E8.1NO.TNUAQWIDTHGLAZED DOORSGLAZED DOOR SCHEDULEAREA IN S.F.HEIGHTSIZETYPEGLASSOPER.REMARKSPIVT128.004'-0"7'-0"-U-FACTORT265.527'-8 1/2"-3-4-6-7-16SLDBFTSLDBT69.699'-0 1/2"SLDBTSLDBTSLDB8'-6"1.250.410.730.450.410.41WIDTHNO.ATNUQPAIRMATDOOR SCHEDULEHEIGHTDOOR/OPENINGSIZEDOORTYPEMATFRAMEFINFINREMARKS17'-0"-5'-1"5-8SWEWD-1POCWDMECH. DOOR-P-27'-0"-2'-10"9-1SWI--10-1POC--111-SWIMECH. DOOR-4'-8 1/2"12-1SWI--3'-0"13-1SWI--2'-8"14-1SWI--3'-0"15-1SWI--2'-8"WINDOW/DOOR TYPE:AWINDOW / GLAZED DOOR LEGEND:GLAZING: 1" UNIT W/ LOW E COATINGFRAME: ALUMINUM-SATIN ANODIZED FINISH; BRONZEMILGARD ALUMINUM A250 SERIES; FIXEDU-VALUE = 0.38 / SHGC = 0.34 / VT = 0.50CPD # MIL-A-148-05828-00001BGLAZING: 1" UNIT W/ LOW E COATING/ SOLAR BAN 60FRAME: ALUMINUM-SATIN ANODIZED FINISH: BRONZE MILGARD ALUMINUM A250 SERIES; SLIDERU-VALUE = 0.41 / SHGC = 0.31 / VT = 0.57CPD # MIL-A-147-04735-00001GLAZING: 1" UNIT W/ LOW E COATINGFRAME: ALUMINUM-SATIN ANODIZED FINISH: BRONZEMILGARD ALUMINUM A250 SERIES; AWNINGU-VALUE = 0.46 / SHGC = 0.20 / VT = 0.41CPD # MIL-A-188-05444-00001CGLAZING: 1" UNIT W/ LOW E COATINGFRAME: ALUMINUM-SATIN ANODIZED FINISH: BRONZE MILGARD ALUMINUM A250 SERIES; HORIZONTAL SLIDERU-VALUE = 0.50 / SHGC = 0.32 / VT = 0.56CPD # MIL-A-127-09021-00001DGLAZING: 1" UNIT W/ LOW E COATINGFRAME: ALUMINUM-SATIN ANODIZED FINISH: BRONZEMILGARD ALUMINUM A250 SERIES; CASEMENTU-VALUE = 0.40 / SHGC = 0.25 / VT = 0.44CPD # MIL-A-187-05605-00001EE1-1SWEEXISTING STORAGE DOOR-2'-7 1/4"GLAZED SLIDING DOORAWNING WINDOWWINDOW / GLAZED DOOR LEGEND:FIXED WINDOWCASEMENT WINDOWSLDAWNCASFIXPAINT GRADE1-3/4" SOLID CORE WOOD SWING DOOR (EXTERIOR)ALUMINUM FRAMEDOOR TYPE:FRAME MATERIAL:METAL FRAMEALUMTLSWESLAB DOOR LEGEND:MATERIAL TYPE:P-1STAIN GRADEP-2TEMPERED/SAFETY GLASSGLASS TYPE:SANDBLASTED GLASSSTWOOD FRAME (SEE DETAILS)WDCOMPLIANCE WITH THERATING COUNCIL (NFRC) AND SHOWINGTHE MANUFACTURED WINDOWS SHALL WINDOW AREA CALCULATIONREMARK:INCLUDES FRAME AREAHAVE A LABEL ATTACHED CERTIFIEDBY THE NATIONAL FENESTRATIONENERGY CALCULATIONS.NOTES:1-3/8" SOLID CORE WOOD SWING DOOR (INTERIOR)SWI1-3/4" SOLID CORE WOOD POCKET DOORPOC-GC SHOULD VERIFY ALL DOOR & WINDOW ROUGHOPENINGS IN THE FIELD/ QUANTITIES PRIOR TO PURCHASEORDER. CLARIFY WITH THE ARCHITECT ABOUT ANYDISCREPANCIES IN THE PLANS.SAFETY GLASSSTG;AZED PIVOT DOORPIVPRIMED AND PAINTED; LOW SHEENFINISH TYPE:F-1STAINED AND SEALEDF-2- INSTALL A SELF-LATCHING DOOR AT OPENINGSBETWEEN GARAGE AND DWELLING. PER SECTIONR302.5.1.- DOOR AND WINDOW HARDWARE TO BE DETERMINED.SLIDING WINDOWSLI--------7'-0"2'-10"7'-0"2'-10"7'-0"7'-0"7'-0"7'-0"7'-0"6'-0"FROSTED GLASS-FROSTED GLASSFROSTED GLASS3'-0"1'-11"6'-8"3'-5 1/2"GLAZING: 1" UNIT W/ LOW E COATINGFRAME: ALUMINUM-SATIN ANODIZED FINISH: BRONZEWESTERN WINDOWS 7980 SERIES, PIVOT DOOR U-VALUE = 0.34 / SHGC = 0.16 / VT = 0.21 CPD # WIG-A-52-00025-00004 F65.527'-8 1/2"7'-8 1/2"65.527'-8 1/2"7'-0"65.527'-8 1/2"7'-0"8'-6"P-1WDWDP-2P-1WDWDP-2P-1WDWDP-2P-1WDWDP-2P-1WDWDP-2P-1WDWDP-2P-1WDWDP-2P-1WDWDP-2P-1WDWDP-2P-11-2'-8"SWIFROSTED GLASS INSERT-7'-0"WDWDP-2P-1-TFIX9'-10"21.87-A6.1-2'-5 1/2"171-2'-4"SWE--6'-10"WDWDP-2P-1+0'-0"F.F.+7'-0" AFFT.O.P.T11PROPOSED WINDOWS AND DOORS - EXTERIORAREA: 24.21 SFLOCATION: ENTRYAREA: 28.00 SFLOCATION: ENTRYT2.1T2AREA: 8.75 SFLOCATION: LIVINGAREA: 17.19 SFLOCATION: LIVINGT3T3.1AREA: 10.28 SFLOCATION: LIVINGAREA: 7.09 SFLOCATION: LIVINGT2+8'-6" AFFT.O.P.AREA: 65.52 SFLOCATION: LIVINGT3AREA: 65.52 SFLOCATION: LIVINGTT4AREA: 42.39 SFLOCATION: KITCHEN3'-0"T5T5.1AREA: 20.00 SFLOCATION:PRIMARY BATHAREA: 5.75 SFLOCATION:PRIMARY BATHT6.1AREA: 65.55 SFLOCATION: PRIMARY BEDROOMT4AREA: 70.46 SFLOCATION: PRIMARY BEDROOMT7T7.1AREA: 23.05 SFLOCATION: PRIMARY BEDROOMAREA: 8.55 SFLOCATION: PRIMARY BEDROOM5+0'-0"F.F.+7'-0" AFFT.O.P.PROPOSED WINDOWS AND DOORS - EXTERIORAREA: 53.95 SFLOCATION: BEDROOM 1T6T8.1T8AREA: 6.45 SFLOCATION: BATH 1AREA: 11.62 SFLOCATION: BATH 1+0'-0"F.F.+7'-0" AFFT.O.P.PROPOSED DOORS - INTERIORLOCATION: POWDER8LOCATION: OFFICE9LOCATION: LAUNDRY1011LOCATION: MECH. 212LOCATION: MECH. 1LOCATION: BEDROOM 213LOCATION: BATH 214LOCATION: PRIMARYBEDROOMLOCATION: PRIMARY BATH15LOCATION: PRIMARY BATH+0'-0"F.F.+7'-0" AFFT.O.P.EXISTING WINDOWS AND DOORS - EXTERIORLOCATION: STORAGEE1ALIGN W/ BEAMALIGN W/ BEAM
ALIGN W/ BEAMAREA: 53.95 SFLOCATION: OFFICET7ALIGN W/ BEAMALIGN W/ BEAM
16CONTRACTOR TO VERIFY DIMENSIONS ONSITE PRIOR TO ORDERINGT6AREA: 21.87 SFLOCATION: PRIMARY BEDROOM6'-8"6'-8"+9'-1 1/2" AFFT.O.P.6'-8"
ALIGN W/ BEAM
6'-8"+7'-0" AFFT.O.P.2'-6"2'-6"+8'-7" AFFT.O.P.LOCATION: STORAGE17VITREOUS CHINALAVATORYLADENAK-2214 VITREOUS CHINALAVATORYLADENAK-2214
KINGVITREOUS CHINALAVATORYLADENAK-2214
K-2214LADENALAVATORYVITREOUS CHINA112 33.123444.155.162.175678.189810111412131516E16.117ABOVEABOVEABOVEABOVEABOVEABOVEABOVE7.1"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."DOOR AND WINDOW ELEVATIONSSCALE: 1/4" = 1'-0"-3DOOR & WINDOW SCHEDULE
SCALE: AS NOTEDA2.0MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLDOOR AND WINDOW SCHEDULESCALE: NOT TO SCALE-1KEY PLANSCALE: NOT TO SCALE-2
+0'-0"F.F.+/-9'-10" AFFT.O.R.ABCDEFGHD1D1D2D2D5D1D2D1D2D1D5AREA OF CHANGEAREA OF CHANGEAREA OF CHANGEAREA OF CHANGEAREA OF CHANGEAREA OF CHANGEAREA OF CHANGEAREA OF CHANGE+/-12'-0" AFFT.O.FIREPLACEEW-4LIVINGEW-1EC-2FC-1ENTRYMECH.EW-1OFFICEBEDROOM 2EW-1EW-1EC-2FC-1EC-2PUBLIC UTILITY EASEMENT (P.U.E.)
PROPERTY LINE
SETBACK LINE
SETBACK LINESKEWED VIEW+0'-0"F.F.65432D2D1D2D2D2D1D5D5AREA OF CHANGEAREA OF CHANGEAREA OF CHANGE+/-9'-10" AFFT.O.R.+/-12'-0" AFFT.O.FIREPLACELIVINGEW-1EW-4EC-2FC-1EC-2MECH.EW-1SETBACK LINE
SETBACK LINE
PROPERTY LINE
PROPERTY LINECARPORT SHOWN DASHEDFOR REFERENCE-SEE SHEET A2.2+0'-0"F.F.ABCDEFGHD2D1D2D2D3D1D2D2D1D2D5AREA OF CHANGEAREA OF CHANGEAREA OF CHANGEAREA OF CHANGEAREA OF CHANGE+/-9'-10" AFFT.O.R.+/-12'-0" AFFT.O.FIREPLACEPRIMARYBEDROOMEW-1EC-2FC-1PRIMARYBATHEW-1EW-4KITCHENDININGLIVINGEW-1SETBACK LINE
SETBACK LINE
PROPERTY LINEPUBLIC UTILITY EASEMENT (P.U.E.)
PROPERTY LINED1+0'-0"F.F.E1654321.1D2D2D5AREA OF CHANGEAREA OF CHANGE+/-9'-10" AFFT.O.R.+/-12'-0" AFFT.O.FIREPLACEBEDROOM 2EC-2FC-1EW-1PRIMARYBEDROOMEW-4EC-2STORAGEEW-1EW-2FC-1EC-2EW-1.1SETBACK LINE
SETBACK LINE
PROPERTY LINE1
D1D1EW-1"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."SOUTH ELEVATIONNORTH ELEVATION-2EAST ELEVATION-3SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"-4EXISTING/DEMOLITION EXTERIOR
SCALE: 1/4" = 1'-0"A2.1MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLWEST ELEVATIONSCALE: 1/4" = 1'-0"-1DEMOLITION NOTESREMOVE INDICATED PORTION OF EXISTING WALLREMOVE EXISTING SLIDING DOORS, DOORS, WINDOWS AND HDR.(AS NEEDED)REMOVE EXISTING CABINETS, APPLIANCES, PLUMBING FIXTURESAND GLASS ENCLOSURESD1D2REMOVE EXISTING SOFFITD4REMOVE PORTION OF EXISTING ROOF; REMOVE EXISTING ROOF COVERABOVE T&G (E) - FOR NEW BUILT-UP ROOF; REMOVE EXISTING FASCIA;REMOVE EXISTING GUTTERD6D3D5REMOVE EXISTING SKYLIGHTREMOVE MARKED EXISTING GARDEN WALLS AND GATESREMOVE EXISTING LANDSCAPED8REMOVE EXISTING HARDSCAPED9D10D7REMOVE / RELOCATE EXISTING MECHANICAL EQUIPMENTDEMOLITION NOTESSCALE: NOT TO SCALE5-ELEVATIONS
+0'-0"F.F.+/-9'-2" AFFT.O.R.ABCDEFGHD5STORAGECARPORTEW-1EW-2EC-2EC-2FC-1OPEND9SETBACK LINESKEWED VIEW
PUBLIC UTILITY EASEMENT (P.U.E.)
PROPERTY LINE
SETBACK LINE+0'-0"F.F.21.1D1D5D1D5AREA OF CHANGEAREA OF CHANGEAREA OF CHANGE+/-9'-2" AFFT.O.R.STORAGEEW-1EW-1.1FC-1EC-2FC-1SETBACK LINE
SETBACK LINE
PROPERTY LINE1+0'-0"F.F.ABCSTORAGEOPEN TOBEYONDD1D5AREA OF CHANGE+/-9'-2" AFFT.O.R.EW-1EW-2EC-2FC-1EW-2SW-1SETBACK LINE
PROPERTY LINE+0'-0"F.F.E121.1STORAGEOPEN TOBEYONDD5AREA OF CHANGED5+/-9'-2" AFFT.O.R.EW-1EW-2D9D9AREA OF CHANGEOPEN TOBEYONDSETBACK LINEPROPERTY LINE1 "THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."EXISTING/DEMOLITION EXTERIOR
SCALE: 1/4" = 1'-0"A2.1MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLWEST ELEVATION - CARPORTSCALE: 1/4" = 1'-0"1-NORTH ELEVATION - CARPORTSCALE: 1/4" = 1'-0"2-EAST ELEVATION - CARPORTSCALE: 1/4" = 1'-0"3-SOUTH ELEVATION - CARPORTSCALE: 1/4" = 1'-0"4-DEMOLITION NOTESREMOVE INDICATED PORTION OF EXISTING WALLREMOVE EXISTING SLIDING DOORS, DOORS, WINDOWS AND HDR.(AS NEEDED)REMOVE EXISTING CABINETS, APPLIANCES, PLUMBING FIXTURESAND GLASS ENCLOSURESD1D2REMOVE EXISTING SOFFITD4REMOVE PORTION OF EXISTING ROOF; REMOVE EXISTING ROOF COVERABOVE T&G (E) - FOR NEW BUILT-UP ROOF; REMOVE EXISTING FASCIA;REMOVE EXISTING GUTTERD6D3D5REMOVE EXISTING SKYLIGHTREMOVE MARKED EXISTING GARDEN WALLS AND GATESREMOVE EXISTING LANDSCAPED8REMOVE EXISTING HARDSCAPED9D10D7REMOVE / RELOCATE EXISTING MECHANICAL EQUIPMENTDEMOLITION NOTESSCALE: NOT TO SCALE5-ELEVATIONS
+0'-0"F.F.T6T7T11A/NABCDEFGHSTORAGECARPORTEC-2FC-1EW-1EW-2RF-1EW-2EC-1EC-2EC-2+/-9'-6" AFFT.O.R.SETBACK LINESKEWED VIEW
I/NPUBLIC UTILITY EASEMENT (P.U.E.)
PROPERTY LINE
SETBACK LINE+0'-0"F.F.A/NABCSTORAGEOPEN TOBEYONDOPEN TOBEYONDEW-2EC-2RF-1FC-1EW-1EC-2EW-2EW-2+/-9'-6" AFFT.O.R.SW-1SW-1SETBACK LINE
PROPERTY LINE+0'-0"F.F.E121/NSTORAGEOPEN TOBEYONDOPENEW-1RF-1EW-2EC-2EC-2G-1F-1+/-9'-6" AFFT.O.R.SETBACK LINEPROPERTY LINE1 "THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."NOT USED-4PROPOSED EXTERIOR ELEVATIONS -
SCALE: 1/4" = 1'-0"A2.3MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:HARDSCAPEEXTERIOR FINISHROOFFASCIAINTERIOR FINISHEXTERIOR CEILINGSITE WALL/FENCE/GATEMATERIAL LEGENDSITEDECOMPOSED GRANITE SOILEXISTING BLOCK WALLCONCRETE FLATWORKEXISTING EXTERIOR PLASTERWALLS; NEW TO BE MATCHEDEXISTING T&G CEILING; NEW TOBE MATCHEDWOOD FASCIA; TO BE PAINTEDSINGLE-PLY ROOFING SYSTEM-2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLS-1SW-1H-1EW-1EC-1FC-1RF-1IW-1CEILING-CL-1FLOOR-FL-1CASEWORK-CB-1APPLIANCE-AP-1PLUMBING-PL-1ANGELUS BLOCK 6x6x16 MEDIUMWEIGHT CMU BLOCK WALLSW-1.1ANGELUS BLOCK 6x6x16 MEDIUMWEIGHT CMU BLOCK WALL WITHCEMENT PLASTER FINISHSW-1.2STEEL GATE, PRIMED ANDPAINTEDG-1STEEL FENCE, PRIMED ANDPAINTEDF-1EXISTING EXTERIOR PLASTERWALLS; TO BE PAINTEDEW-1.1EXISTING POSTS; TO BEPAINTED; NEW TO BE MATCHEDEW-2ALUMINUM BREAK METAL: 25 GA.MIN., FINISH SHALL MATCHALUMINUM WINDOW FRAMESEW-3EXISTING WOOD BEAMS; NEWTO BE MATCHEDEC-2STEEL TRELLISEC-3EXISTING CMU BLOCK WALL(FIREPLACE); TO BE PAINTEDEW-4WEST ELEVATIONSCALE: 1/4" = 1'-0"-1EAST ELEVATION-2SOUTH ELEVATION-3SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"SCALE: 1/4" = 1'-0"CARPORT / STORAGE
"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."A9.1MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLEXISTING SITE PHOTOSSCALE: NOT TO SCALE-1EXISTING SITE PHOTOS VIEW FROM SYBIL RDVIEW FROM PLAIMOR AVEVIEW FROM SYBIL RDVIEW FROM PLAIMOR AVE
"THIS DOCUMENT SHALL NOT BE REPRODUCED NOR SHALL THEINFORMATION CONTAINED THEREIN BE USED BY OR DISCLOSED TO OTHERSEXCEPT AS EXPRESSLY AUTHORIZED BY o2 ARCHITECTURE."A9.2MCNAMARA RESIDENCEDATE: 02.07.2025
SHEET DESCRIPTION CLIENTJAY MCNAMARA246 N SYBIL RD.PALM SPRINGS, CA 92262STRUCTURAL ENGINEER---GENERAL CONTRACTOR----1089 N. PALM CANYON DR. STE. BTEL. 760 . 778 . 8165PALM SPRINGS, CA 92262www.o2arch.comEMAIL: lance@o2arch.com-
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PALM SPRINGS, CA 92262
246 N SYBIL RD
MCNAMARA RESIDENCE
PROJECT TITLE:2ArchitectureoACATSOETEXP.FIN05-31-25FILA
ORETICNo. C-26815E
CLI
DESNHCRATLANCE C. O'DONNELLPROPOSED 3D IMAGESPROPOSED 3D IMAGESSCALE: NOT TO SCALEVIEW FROM SYBIL RD1-STREET ELEVATIONAERIAL VIEW FROM N SYBIL RDVIEW FROM PLAIMOR AVE