23-0117_MCCLELLAN, EDSON & KERRI_Agenda Report_E9City of San Juan Capistrano
Agenda Report
TO: Honorable Mayor and Members of the City Council
FROM: Benjamin Siegel, City Manager
SUBMITTED BY: Joel Rojas, Development Services Director
PREPARED BY: Justin R. Poley, Associate Planner
DAT E: January 17, 2023
SUBJECT: Amended License Agreement to Allow Construction of Private
Equestrian Facilities at 29891 Hillside Terrace (Lot 41 of Tract
6381); and a Finding that Approval of Said Amended License
Agreement is Exempt from the California Environmental Quality Act
(CEQA) Pursuant to CEQA Guidelines Section 15303.
RECOMMENDATION:
Approve an Amended License Agreement (Attachment 1) with Edson McClellan and
Kerri McClellan, property owners of 29891 Hillside Terrace, to allow the construction of
a two-story, 2,170 square foot private equestrian horse stable and related equestrian
improvements within a portion of 29891 Hillside Terrace, Lot 41 of Tract 6381, where
development rights have been dedicated to the City; and determine that said action is
exempt from CEQA pursuant to CEQA Guidelines Section 15303 (Class 3 Exemption).
EXECUTIVE SUMMARY:
In 2003, the City Council approved a License Agreement allowing the then-property
owners of 29891 Hillside Terrace to construct a private equestrian facility on a portion of
their property where development rights have been dedicated to the City. Some of the
approved equestrian improvements were never built by the previous owner. The current
property owners, Edson and Kerri McClellan, are requesting approval of an Amended
License Agreement to allow for the construction of a new two-story, 2,170 square foot
private equestrian horse stable and related equestrian improvements on a portion of the
1/17/2023
E9
City Council Agenda Report
January 17, 2023
Page 2 of 2
property where development rights have been dedicated to the City. Staff is
recommending that the City Council approve the Amended License Agreement.
DISCUSSION/ANALYSIS:
History of Dedicated Development Rights Involving Tract 6381
The subject property is located at 29891 Hillside Terrace within the Stoneridge
residential neighborhood. The property constitutes Lot 41 of Tract 6381 which was
approved by the City Council in 1977. Pursuant to the recorded map for Tract 6381, the
rear portion of the subject property is within an area where development rights have
been dedicated to the City (Attachment 2). The dedication of development rights to the
City for open space areas on individual residential lots was intended to preserve the
General Plan-designated ridgelines that exist within the tract and adjoining areas.
Condition No. 7 of the City Council's approving resolution for Tract 6381 states:
“Development rights for the area indicated on the tentative tract map along the westerly
ridgeline shall be dedicated to the City. The form of the instrument or instruments, and
their wording, which shall provide for the dedication and/or acknowledgment of
dedication of specific development rights to the City by the subdivider, shall be
approved by the City Attorney and City Council prior to approval of a final map."
While the language in this condition does not specifically state that the City may
consider private development in such areas, the condition does establish the City's
decision-making authority regarding development rights in the identified ridgeline area.
Since 1977, the City Council has approved the Mission Hills Ranch Homeowners
Association Equestrian Center and license agreements with nine private property
owners in the Mission Hills Ranch and Stoneridge neighborhoods to construct
equestrian stables and/or barns within the dedicated development rights area. A
chronology of approved private improvements within the dedicated development rights
area of Tract 6381 is provided as Attachment 3. These improvements have been
previously approved by the City Council within the restricted area for the following
reasons:
• The proposed use and related structural improvement is consistent with the open
space restriction on the property.
• The scale of the proposed improvement is limited so as to substantially preserve the
area of open space.
• The area of grading and landform alteration is limited so as to substantially preserve
the area of open space.
• The design of and use of materials for the proposed improvement rely on natural
building materials (e.g. wood, rock, etc.) which are complementary to the open
space character of the area.
• The proposed structural improvements incorporate a low profile so as not to
silhouette above the ridgeline when viewed from main valley viewpoints.
City Council Agenda Report
January 17, 2023
Page 3 of 2
In 2002, the City Council approved a Rezone that established the current Residential
(RSE)-20,000 and General Open Space (GOS) zoning of the tract which is consistent
with the tract’s General Plan Land Use designation of Very Low Density Residential.
This Rezone established RSE-20,000 zoning standards for all residential lots within the
tract but had no impact on the tract’s dedicated development rights area.
Applicants’ Request
The subject property is a 1.29-acre parcel located at 29891 Hillside Terrace, situated on
the west side of Hillside Terrace, between Highland Drive and Highview Circle. The
development rights area takes up approximately .73 acres or 60% of the rear portion of
the subject property. The property is currently developed with a 3,678 square foot, two-
story residence and an equestrian paddock, the latter of which was approved under a
License Agreement by the City Council on October 1, 2003 (Attachment 4). The 2003
License Agreement allowed the then-owner of the subject property to construct a 4,400
square foot turn out area, 750 square feet of which would be covered, and a 2,500
square foot horse stable for up to four horses within a portion of the property where
development rights have been dedicated to the City. The 2,500 square foot stable was
never built.
The current property owners, Edson and Kerri McClellan (“Applicants”), are proposing to
construct a private equestrian facility that differs from the equestrian improvements
allowed by the current License Agreement. The Applicants propose the construction of a
new 2-story 2,170 square foot horse stable with a maximum height of 24'-5" that would
accommodate up to four horses with an adjoining tack room and paddock. The
proposed stable would contain four 144 square foot horse stalls on the first level and a
702 square foot open hay loft with a 350 square foot covered area on the second level.
There would also be an adjoining 76.5 square foot tack room, a 45.5 square foot
restroom and an 89.25 square foot storage area. The proposed stable would be located
adjacent to an equestrian paddock of approximately 3,250 square feet. The proposed
stable has been designed to reflect a farmhouse architectural style and incorporates
board and batten sidings, shutters, standing seam metal roofing, and metal awnings.
Access to the stable is provided by a 20-foot trail easement (Stoneridge Trail), which
may only be used to accommodate occasional vehicular access for maintenance of
equestrian lots. Plans of the proposed development are included as Exhibit A to the
attached Amended License Agreement.
Staff reviewed the requested amendment to the License Agreement for consistency with
License Agreements previously approved by the City Council and believes that the
request is consistent with the criteria applied by the City Council in approving previous
similar requests. The proposed equestrian use and improvements are similar to uses
and improvements previously deemed consistent by the City Council for adjacent lots
with the same development restriction. The proposed stable would occupy only 2,170
square feet (6.8%) of the approximate 31,799 square feet of the development rights
area on the property. For these reasons, staff is recommending approval of the
Amended License Agreement.
City Council Agenda Report
January 17, 2023
Page 4 of 2
FISCAL IMPA CT:
The processing of this request has been solely funded by the project Applicants.
ENVIRONMENTAL IMPACT:
The recommended action is exempt from CEOA under the Class 3 exemption set forth
in State CEQA Guidelines Section 15303, New Construction or Conversion of Small
Structures. The Class 3 exemption applies to the construction of new, small facilities or
structures. Section 15303 provides examples of activity exempt under its provisions,
including the construction of (i) a new single-family residence, (ii) a new duplex with no
more than four dwelling units, (iii) a new store, motel, or office that does not exceed
2,500 square feet in floor area, and (iv) accessory structures including garages,
carports, patios, swimming pools, and fences. The proposed project is exempt under
the Class 3 exemption because the project involves the construction of a 2,170 square
foot horse stable, which is an accessory structure with a maximum height of 24'-5". The
proposed project thus constitutes the construction of a new small structure that directly
falls within the scope of the Class 3 exemption. Consequently, staff finds that the project
is categorically exempt from CEQA. Moreover, staff finds that none of the exceptions to
the Class 3 exemption set forth in State CEQA Guidelines section 15300.2 apply to the
proposed project. Notably, staff finds, based on substantial evidence, that a reasonable
possibility does not exist that the proposed project would have a significant effect on the
environment due to unusual circumstances.
PRIOR CITY COUNCIL REVIEW:
On October 1, 2003, the City Council approved a License Agreement for this lot allowing
the construction of a 4,400 square foot turn out area, 750 square feet of which would be
covered, and a 2,500 square foot horse stable for up to four horses within a portion of
the property where development rights have been dedicated to the City.
COMMISSION/COMMITTEE/BOARD REVIEW AND RECOMMENDATIONS:
Not applicable.
NOTIFICATION:
While no public notification of this agenda is required, courtesy notification of this item
has been provided to the following individuals:
Edson and Kerri McClellan
Property owners within 500’ of the subject property
ATTAC HMENTS:
Attachment 1 – Amended License Agreement for McClellan Equestrian Facility
City Council Agenda Report
January 17, 2023
Page 5 of 2
Attachment 2 – Aerial Image of 29891 Hillside Terrace
Attachment 3 – Chronology of Prior Tract Approvals
Attachment 4 – October 1, 2003 License Agreement
1 ATTACHMENT 1
RECORDING REQUESTED BY:
City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675
AND WHEN RECORDED, MAIL TO:
Maria Morris, City Clerk City of San Juan Capistrano 32400 Paseo Adelanto San Juan Capistrano, CA 92675
Title of Document:
LICENSE AGREEMENT
29891 Hillside Terrace, Edson and Kerri McClellan
2
LICENSE AGREEMENT
This License Agreement is made this 17th of January, 2023, by and between the City
of San Juan Capistrano (hereinafter "City"), and Edson and Kerri McClellan (hereinafter
"Property Owners").
RECITALS:
Whereas, Property Owners have previously been approved to construct certain
private equestrian facilities located at 29891 Hillside Terrace to board up to four (4) horses,
owned by Property Owners, pursuant to a Site Plan entitled "Horse Barn and Site Planning,”
date stamped June 23, 2003, by Jim Lindenberger Associates, Inc. on file with the City's
Planning Department, and,
Whereas, Property Owners have the desire to construct an additional stable to their
private equestrian facility located at 29891 Hillside Terrace, owned by Property Owners,
pursuant to a Site Plan entitled “McClellan Residence Horse Stable”, and,
Whereas, said private equestrian facilities are to be located on apportion of the
Property Owner’s property, more particularly identified in Exhibit A, attached hereto and
incorporated herein by reference, and,
Whereas, the City's Title 9, Land Use Code classifies "non-commercial residential
equestrian facilities" as a permitted use in the "RSE-20,000'' (residential single-family
estate-20,000 s.f. lot minimum) District and on the subject property; and,
Whereas, the development rights for that portion of the property, proposed to be
developed with private equestrian facilities, have previously been dedicated to the City of
San Juan Capistrano and private equestrian facilities are subject to this License Agreement
approval.
NOW, THEREFORE, BE IT RESOLVED between City and Owner as follows:
Section 1. Grant of License.
City hereby grants to Property Owners and their successors in interest a license to
utilize certain city owned open space property, more particularly described in Exhibit A, for
those equestrian uses and facilities as specifically set forth herein.
Section 2. Conditions of Approval.
Property Owners shall strictly conform to the zoning operational standards set forth
in Municipal Code section 9-3.515(b), including, but not limited to, the requirement that
there shall not be more than four (4) horses maintained on the property as displayed in
Exhibit A, and the following requirements:
3
(A) Manure storage and disposal. Manure storage and disposal shall be by one
or more of the following methods:
(i) Manure shall be removed from the premises every day, unless it is kept
in a covered bin or box made of sound metal, brick stone, concrete, or wood lined
with fly-tight materials or buried in the ground and covered with earth or other
materials sufficient to prevent the attraction or breeding of flies or other insects.
(ii) Manure shall not be permitted to remain in any bin or box for a period
longer than 7 days.
(iii) Automatic fly misters shall be installed and used where manure is
stored.
(iv) Immediate off-site deliveries to farmers for direct fertilizer use or to a
County landfill shall be permitted.
(v) Additional methods for manure disposal shall be approved by the
Planning Director.
(B) Rodent control. Rodent control shall be diligently practiced, and the entire
premises shall be kept in an orderly and sanitary condition to prevent possible rodent
infestation. The following guidelines and criteria shall be considered in reviewing plans and
operations:
(i) All dry grains shall be stored in rodent-proof metal containers, and hay
shall be stored in a covered structure on a cement slab or on a raised wood platform
which maintains a minimum clearance of six (6) inches above the ground.
(ii) Any tack equipment, device, substance, or material shall be stored on
racks or shelves at least twelve (12) inches above the floor surface. Tack room floors
shall maintain a minimum clearance of four (4) inches above the ground.
(C) Water management. Special attention shall be given to water systems
because accumulations of manure, bedding, and/or feed with water are ideal for fly
production. For the effective reduction of such fly-production sources, the following
standards are to be maintained:
(i) A non-leak valve for all troughs, bowls, cups, and other water sources
shall be installed.
(ii) Automatic valves, or sanitary drains if the water flow is continuous,
shall be installed in all large trough or cups.
(iii) In paddocks and corrals, the earth surface shall be properly graded to
suit the master drainage plan so that rainwater and overflows from water troughs do
4
not form ponds. Property shall maintain all drainage devices consistent with National
Pollutant Discharge Elimination System (“NPDES”) permits.
(iv) Back-siphoning devices shall be installed to protect the public water
supply. An approved pressure vacuum breaker is required on the water line serving
the paddocks. The vacuum breaker shall be at least twelve (12) inches above the
highest point of the water usage, or an approved double-check valve may be
acceptable. Back-siphoning devices shall not be required for automatic water cups.
(D) Equestrian Facility sanitation. Good sanitary methods around barns, stalls,
paddocks, arenas, tack sheds, and the quarters of the owner or caretakers are as important
as manure management. A general cleanup program should accompany the manure
management system. Weed control near the barn and surrounding areas around paddocks
helps the sun to penetrate and allows the movement of air, which helps to dry the manure
and reduce resting places for certain flies. Controlling weed growth from open waste water
drains reduces potential habitats for flies, gnats, and mosquitoes.
(E) Dust control. Continuous dust control of the entire premises shall be practiced
by means of the following methods:
(i) A method for light water sprinkling of arenas and exercise pens shall
be provided.
(ii) The chemical control of dust may be permitted.
(iii) Perimeter trees and shrubs shall be required for dust control. (§ 2, Ord.
869)
(F) The Property Owners shall not use the barn to board horses owned by third
parties or to otherwise use the facility for any commercial purpose. The facility shall not be
constructed or used in any way for human habitation.
Section 3. Future Changes.
Any proposed changes to the site plan, or use of the structures identified in the site
plan, shall be subject to the procedures of City's Municipal Code and further will require an
amendment to this License Agreement.
Section 4. Equestrian Trail/Maintenance Issues.
At no time shall Property Owners utilize the property in a manner which would impair
use of the City's equestrian trail system. Property Owners shall maintain their property in a
clean weed free manner so as not to interfere with City's operation of its trail system.
Section 5. Indemnification.
(A) In consideration of this grant of license to Property Owners, the Property
5
Owners shall defend, indemnify and hold the City, its officials, officers, employees, and
agents (the “Indemnified Parties”) free and harmless from any and all liability from loss,
damage, or injury to property or persons, including wrongful death, in any manner arising
out of or incident to acts, omissions, and/or operations by the Property Owners, their
officials, officers, personnel, employees, contractors, and/or subcontractors as well as its
contractors’ and/or subcontractors’ officials, officers, employees, and agents. Further, the
Property Owners shall defend at their own expense, including attorneys’ fees, the
Indemnified Parties in any legal action based upon such acts, omissions, operations, and/or
the granting of this license to Property Owners.
(B) The Property Owners’ obligations under this Section 5 shall apply to all
damages and claims for damages of every kind suffered, or alleged to have been suffered,
regardless of whether or not the City has prepared, supplied, or approved any plans or for
the uses allowed by this License, and regardless of whether or not such insurance policies
shall have been determined to be applicable to any of such damages or claims for damages.
(C) The City does not and shall not waive any rights against the Property Owners
that the City may have under the indemnification provision in this Section 5 because of the
City’s acceptance of any security deposits or insurance policies.
(D) The indemnification provision in this Section 5 shall survive the termination or
expiration of this License.
Section 6. Term and Termination.
(A) This Agreement shall continue indefinitely unless terminated by either party
in the event of breach of any term of this Agreement.
(B) If Property Owners are in breach of any term of this Agreement, and fail to
remedy such breach within sixty (60) days after service of a written notice from City, or if
Property Owners abandon or vacate the subject property, City may at its option, and
without further notice or demand, terminate this Agreement and enter upon the site, and if
necessary remove any improvements necessary to remedy such breach, at Property
Owner's cost.
Section 7. Successors in Interest.
This Agreement shall bind and be legally enforceable as against all devisees, heirs,
and successor's in interest to Property Owners.
Section 8. Attorney's Fees.
In the event that any legal action or proceeding is commenced to interpret or enforce
the terms of, or obligations arising out of, this Agreement, or to recover damages for breach
thereof, the party prevailing in any such action or proceeding shall be entitled to recover
from the non-prevailing party all reasonable attorney's fees, costs and expenses incurred
by the prevailing party.
6
Section 9. Notices.
All notices, demands, consents, or other communications required to be given under
this Agreement shall be accomplished by first class mail, postage prepaid, and deposited
in the U.S. mails, or personally served upon the other party.
To City:
Development Services Director
City of San Juan Capistrano
32400 Paseo Adelanto
San Juan Capistrano, CA 92675
To Property Owners:
Edson and Kerri McClellan
29891 Hillside Terrace
San Juan Capistrano, CA. 92675
Section 10. Entire Agreement
This Agreement contains the entire agreement of the parties hereto with respect to
the matters covered hereby, and no other previous agreement, statement or promise made
by any party hereto with respect to the matters covered hereby shall be binding or valid.
IN WITNESS WHEREOF, the parties hereto have executed this agreement on the
day and year first above written.
City of San Juan Capistrano
By:__________________________________
Benjamin Siegel, City Manager
Property Owners
By:__________________________________
Edson McClellan
By:__________________________________
Kerri McClellan
Approved as to Form
____________________________________
Jeff Ballinger, City Attorney
29891 Hillside Terrace
San Juan Capistrano
California 92675
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
HOA SUBMITTAL 05-24-22
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
TITLE SHEET &
PROJECT DATA
AS NOTEDSCALE:
C-1.0
HORSE STABLE
22002-01PROJECT #
FLOOR AREAS: (TOTAL STRUCTURES)
EXISTING RESIDENCE
APN: 650-271-10
OWNERS: EDSON AND KERRI McCLELLAN
29891 HILLSIDE TERRACE
SAN JUAN CAPISTRANO, CALIFORNIA 92675
Telephone: (949) 684-6084 Edson
(949) 338-5544 Kerri
E-mail:emcclellan7@gmail.com
kerri7mc@gmail.com
ARCHITECT: DIANE C. WHITE
dw architecture + design
10 SUMMITCREST
DOVE CANYON, CALIFORNIA 92679
Telephone: (949) 394-6370
E-mail: dwdesign@outlook.com
STRUCTURAL VECTOR ENGINEERING
ENGINEER: KALEN WILSON, P.E.
23022 LA CADENA DRIVE
LAGUNA HILLS, CALIFORNIA 92653
Telephone: (714) 576-6524
E-mail; kalen@vectorse.com
SURVEYOR: TOAL ENGINEERING
CIVIL ENGINEER 139 AVENIDA NAVARRO
SAN CLEMENTE, CALIFORNIA 92672
VIKTOR MUEM, SURVEYOR
CALEB RIOS, RCE
Telephone: (949) 492-8586
TRACT: 6381 BOOK: 650- PAGE 27 LOT: 41
SCOPE OF WORK
ZONE:RSE-20,000 (VERY LOW DENSITY)
LOT SIZE:56,192.4 S.F. (1.29 ACRE)
HORSES ALLOWED: LESS THAN 2 ACRES = 4
LOT AREA FOR HORSES: 2,500 S.F. / 1ST HORSE (500 S.F. FLAT AREA OR SLOPE LESS THAN 10%)
500 S.F. / EACH ADDITIONAL HORSE (FLAT AREA)
TOTAL MIN. LOT AREA REQUIRED: 4,000 S.F.
SETBACKS:BASED ON EQUESTRIAN STANDARDS (SECT. 9-3.515)
ALLOWED EXISTING PROPOSED - STABLE
FRONT YARD 20 FT. MIN.N.A.> 288'-0"
SIDE YARD
NORTH SIDE 15 FT. MIN. N.A.15'-0"
SOUTH SIDE 15 FT. MIN.N.A.22'-10"
REAR YARD 15 FT. MIN. N.A.194'-0" MIN.
MAXIMUM HEIGHT:35 FT. MAX.N.A.24'-5"
NUMBER OF STORIES: 2 STORIES N.A.2 STORY
BUILDING LOT COVERAGE: 25% (ALLOWED MAX.)
EXISTING RESIDENCE: 3,678 S.F.
STABLE 1,361 S.F. (STABLE, FEED, TACK & STAIR)
TOTAL:5,039 S.F. (8.9%)
PARKING:N.A.
OCCUPANCY GROUP: R3 - EXISTING RESIDENCE / U - PRIVATE GARAGE (EXISTING RESIDENCE)
U- PROPOSED STABLE
TYPE OF CONSTRUCTION:V-B
FLOOD ZONE:NO
FIRE ZONE: HIGH FHSZ - EMBER 2 (SEE WUI NOTES /C-1.0)
FIRE SPRINKLERS:MAIN RESIDENCE - NONE
STABLE - REQUIRED- PER NFPA 13
PROJECT TEAM
EXTERIOR ELEVATIONS
TITLE SHEET & PROJECT DATA
1.All work shall be in accordance with applicable codes, and Stone Ridge Estate Community Association Rules for Construction.
2.Construction activity hours are: Monday thru Friday 7:30am to 5:00 pm and Saturdays 8:00 am to 5:00 pm. construction work is prohibited on Holidays.
3.Contractor(s) are required to obtain permits for building/ structure, mechanical, plumbing & electrical work as applicable. Contractor(s) shall have and maintain current license, General Liability Insurance,Auto Liability Insurance and Workers Compensation.
4.Contractor(s) shall abide by all the rules and requirements for Construction enforced by Stone Ridge Estates Association.
5.The Contractors shall visit the site, verify all dimensions, and notify the architect of any discrepancies between actual field conditions and these documents prior to start of any work.
6.The Contractors shall verify all existing conditions, grades, elevations and dimensions before starting work. The architect shall be notified in writing immediately of any discrepancies or inconsistencies.
7.Any detail that applies to a particular situation shall apply to all other like situations.
8.All work shall be done at the highest quality standard in the industry in a safe and clean manner. All materials must be new.
9.All omission and conflicts between the various elements of the working drawings and/or specifications shall be brought to the attention of the architect immediately before proceeding with any work so involved.
Contractor(s) is responsible for complete installation of materials & fixtures that may or may not be shown herein or that are supplied by Owner.
10.Items shown as N.I.C. On plans may require separate submittals, approvals and permits. Installing contractor(s) is responsible for obtaining permits for such items.
11.Contractor(s) shall ensure all finish materials will be flush with adjacent walking surfaces.
12.Contractor(s) shall ensure all finish materials be flush where new finish surface material joins existing to provide smooth transition.
13.Tempered safety glazing in hazardous locations such as glass doors, glazing adjacent to such doors, glazing adjacent to walkway surfaces, shower enclosures, tubs shall comply with California Building Code.
14.The contractor(s) shall determine the location of all existing utility services in the area prior to the beginning of work. Contractor shall protect all utility lines and service lines to remain during construction.
15. Contractor shall cover and protect all existing mechanical ducts, supply and return air grilles, equipment, etc.
16. Do not scale any drawings. All dimensions take precedence over scale shown on the drawings.
17. All flooring shall be installed level throughout except where slope is noted on drawings. Where slope is required, the maximum gradient in any direction shall be 2% (1/4" per foot).
18.Contractors to provide all flashing, caulking, sealants in connection with work.
19.Contractors to provide new flashing, correct framing deficiencies, that meet or are uncovered next to adjacent work.
20.Install all materials, in strict accordance with manufacturers installation instructions.
21.The discharge of pollutants to any storm drainage system is prohibited. No solid waste, petroleum byproducts, soil particulate, construction waste materials, or wastewater generated on construction sites or byconstruction activities shall be placed, conveyed, or discharged into the street, gutter or storm drain system.
22. All construction debris and trash must be disposed of daily in a proper manner and site kept clean.
LOFT LEVEL PLAN
CONTRACTOR NOTES:
McCLELLAN RESIDENCE
HORSE STABLE
29891HILLSIDE TERRACE
SAN JUAN CAPISTRANO, CALIFORNIA 92675
GROUND LEVEL FLOOR PLAN
GROUND LEVEL AREAS:
A-2.0
C-1.0
A-1.1
A-1.0
DRAWING INDEX
PROJECT DATA
VICINITY MAP
HOMEOWNERS ASSOCIATION: STONERIDGE ESTATES
EXTERIOR ELEVATIONS & BUILDING SECTIONSA-2.1
2019 California Building Code (CBC)
2019 California Residential Code (CRC)
2019 California Plumbing Code (CPC)
2019 California Mechanical Code (CMC)
2019 California Electric Code (CEC)
2016 California Fire Code (CFC)
2019 California Energy Efficiency Code (CEES)
2019 California Green Building Standards Code (CGBS)
City of San Juan Capistrano Municipal Code and Ordinances
APPLICABLE CODES
1,057 S.F.
GARAGE 675 S.F.
29891HILLSIDE TERRACE
MARBELLA
COUNTRY CLUB
J SERRA H.S.
HIGHLAND
5 FREEWAY
D
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MISSIO
N
HILLS DR.
R
A
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C
H
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VI
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JO
ROADRT. 74 ORTEG
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WY.
WILDLAND URBAN INTERFACE FIRE AREA NOTES:
1.ALL WORK SHALL BE IN ACCORDANCE WITH CALIFORNIA BUILDING CODE - CHAPTER 7A & CALIFORNIA RESIDENTIAL CODE SECTION R337.
2. MATERIALS AND MATERIAL ASSEMBLIES (EXTERIOR) MUST MEET THE PRODUCT EVALUATION OF TESTING OF MATERIALS AND MATERIAL ASSEMBLIES APPROVED OR LISTED BY THE
STATE FIRE MARSHALL OR IDENTIFIED IN CURRENT REPORT BY AN APPROVED AGENCY.
3.SEE SHEETS SP-1.2 & A-3.1 FOR APPROVED PRODUCT LISTING REPORTS BY STATE FIRE MARSHALL.
4. MATERIAL AND MATERIAL ASSEMBLIES SHALL BEAR IDENTIFICATION LABEL ISSUED BY TESTING AND/ OR INSPECTING AGENCY APPROVED BY STATE FIRE MARSHALL SHOWING:
a. IDENTIFICATION MARK OF THE APPROVED TESTING AND/ OR INSPECTION AGENCY.
b. CONTACT AND IDENTIFICATION INFORMATION OF THE MANUFACTURER.
c. MODEL NUMBER OR IDENTIFICATION OF THE PRODUCT OR MATERIAL.
d. PRE-TEST WEATHERING SPECIFIED HEREIN.
e. COMPLIANCE STANDARD PER SECTION R337.3.7
5. FIRE-RETARDANT TREATED WOOD SHALL BE TESTED IN ACCORDANCE WITH ASTM D2898 (METHOD A) , AND SECTION 2303.2 OF THE CALIFORNIA BUILDING CODE.
6. USES OF PAINTS, COATINGS, STAINS, OR OTHER SURFACE TREATMENTS ARE NOT AN APPROVED METHOD OF PROTECTION.
7. STANDARDS OF QUALITY - STATE FIRE MARSHALL STANDARDS FOR EXTERIOR WILDFIRE EXPOSURE PROTECTION ARE AS FOLLOWS:
a. SFM STANDARD 12-7A-1 - EXTERIOR WALL SIDING AND SHEATHING. A FIRE RESISTANCE TEST STANDARD CONSISTING OF A 150kW INTENSITY DIRECT FLAME EXPOSURE FOR A
10 MINUTES DURATION.
b.SFM STANDARD 12-7A-2 - EXTERIOR WINDOWS. A FIRE RESISTANCE TEST STANDARD CONSISTING OF A 150kW INTENSITY DIRECT FLAME EXPOSURE FOR AN 8 MINUTE
DURATION.
c.SFM STANDARD 12-7A-4 - HORIZONTAL PROJECTION UNDERSIDE. A FIRE RESISTANCE TEST STANDARD CONSISTING OF A 300kW INTENSITY DIRECT FLAME EXPOSURE FOR A
10 MINUTE DURATION.
d. SFM STANDARD 12-7A-4 - DECKING. A TWO-PART TEST CONSISTING OF A HEAT RELEASE RATE (PART A) DECK ASSEMBLY COMBUSTION TEST WITH AN UNDER DECK EXPOSURE
OF 80kW INTENSITY DIRECT FLAME FOR A 3 MINUTE DURATION. (PART B) SUSTAINED DECK ASSEMBLY COMBUSTION OF A DECK UPPER SURFACE BURNING EMBER EXPOSURE
WITH A 12 MPH WIND FOR 40 MINUTES USING 2.2 LB. (1 KG) BURNING "CLASS A" SIZE 12" X 12" X 2.25" ROOF TEST BRAND.
e.SFM STANDARD 12-7A-4A - DECKING ALTERNATE METHOD A. A HEAT RELEASE RATE DECK ASSEMBLY COMBUSTION TEST WITH UNDER DECK EXPOSURE OF 80kW INTENSITY
DIRECT FLAME FOR A 3 MINUTE DURATION.
f.SFM STANDARD 12-7A-5 - IGNITION RESISTANT MATERIAL. A GENERIC BUILDING MATERIAL SURFACE BURNING FLAME SPREAD TEST STANDARD CONSISTING OF AN EXTENDED
30 MINUTE ASTM E84 OR UL 723 TEST METHOD AS IS USED FOR FORE RETARDANT TREATED WOOD.
8.ROOF ASSEMBLIES SHALL HAVE A CLASS A RATING WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL790. ROOFS SHALL HAVE A ROOFING ASSEMBLY INSTALLED IN
ACCORDANCE WITH ITS LISTING AND THE MANUFACTURER'S INSTALLATION INSTRUCTIONS.
9.ROOF FLASHING SHALL NOT BE LESS THAN 0.019-INCH NO. 26 GAGE GALVANIZED SHEET CORROSION RESISTANT METAL INSTALLED OVER NOT LESS THAN ONE LAYER MINIMUM 60
POUND MINERAL SURFACE NON PERFORATED CAP SHEET COMPLYING WITH ASTM D3909, AT LEAST 36 INCHES WIDE RUNNING FULL LENGTH OF VALLEY.
10. GUTTERS SHALL BE PROVIDED WITH MEANS TO PREVENT THE ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER.
11. VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFITS, ENCLOSED RAFTER SPACES WHERE CEILINGS ARE APPLIED DIRECTLY TO UNDERSIDE OF RAFTERS, GABLE
END VENTS, RIDGE VENTS, AND UNDER FLOOR CRAWL SPACE VENTILATION SHALL BE RESIST BUILDING IGNITION FROM INTRUSION OF BURNING EMBERS AND FLAME THROUGH
OPENING. OPENINGS SHALL BE FULLY COVERED WITH WILDLAND FLAME AND EMBER RESISTANT (WUI) VENTS APPROVED BY CALIFORNIA STATE FIRE MARSHALL, OR VENTS LISTED TO
ASTM E2886.
12.EXTERIOR COVERING MATERIALS AND/ OR ASSEMBLIES SHALL COMPLY WITH R337.7.1:
a. EXTERIOR WALL COVERING MATERIAL
b. EXTERIOR WALL ASSEMBLY
c. EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE OVERHANGS
d. EXTERIOR EXPOSED UNDERSIDE OF ROOF EAVE SOFFITS
e. EXPOSED UNDERSIDE OF EXTERIOR PORCH CEILINGS
f. EXTERIOR EXPOSED UNDERSIDE OF FLOOR PROJECTIONS
g. EXTERIOR UNDERFLOOR AREAS
13. EXTERIOR WALL COVERING OR MATERIAL ASSEMBLY SHALL COMPLY WITH ONE OF THE FOLLOWING REQUIREMENTS:
a. NONCOMBUSTIBLE MATERIAL
b. IGNITION-RESISTANT MATERIAL
c. SAWN LUMBER OR GLU-LAMINATED WOOD WITH THE SMALLEST MINIMUM NOMINAL DIMENSION OF 4 INCHES. SAWN OF GLUE LAMINATED PLANKS SPLINED, TONGUE AND
GROOVE, OR SET CLOSE TOGETHER AND WELL SPIKED.
d. WALL ASSEMBLIES THAT HAVE BEEN TESTED IN ACCORDANCE WITH TEST PROCEDURES FOR A 10 MINUTE DIRECT FLAME CONTACT EXPOSURE TEST SET FORTH IN ASTM E2707.
e. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN ACCORDANCE WITH TEST PROCEDURES SET FORTH IN SFM STANDARD 12-7A-1.
SEE PLAN AND DETAILS SHEETS FOR COMPLIANCE AND EXCEPTIONS.
TOPOGRAPHIC SURVEY (PARTIAL SITE)
ROOF PLANA-1.2
NORTH
3,003 S.F.
38 S.F.
740 S.F.
122 S.F.
HORSE STALLS
STAIR
UNFINISHED HAY LOFT
BALCONY DECK
900 S.F.TOTAL UPPER LEVEL:
FIRE PROTECTION SITE PLANSP-1.1
REFLECTED CEILING PLANS- LIGHTING & POWER PLANSA-1.3
BUILDING SECTION & DETAILSA-2.2
126 S.F.TACK &TOILET
87 S.F.STORAGE ROOM
1,270 S.F.TOTAL GROUND LEVEL:
2,170 S.F.TOTAL BUILDING AREA:
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
LEGAL DESCRIPTION
REAL PROPERTY IN THE CITY OF SAN JUAN CAPISTRANO, COUNTY OF ORANGE, STATE OF CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL 1: LOT 41 OF TRACT NO. 6381, AS SHOWN ON A MAP RECORDED IN BOOK 443, PAGES 5 TO 15 INCLUSIVE OF MISCELLANEOUS MAPS, IN
THE OFFICE OF THE COUNTY RECORDER. EXCEPTING THEREFROM ALL OIL, GAS MINERALS AND HYDROCARBON, BELOW A DEPTH OF 500 FEET,
WITHOUT THE RIGHT OF SURFACE ENTRY, AS RESERVED IN INSTRUMENTS OF RECORD.
PARCEL 2: A NON-EXCLUSIVE EASEMENTS APPURTENANT FOR ACCESS, INGRESS, EGRESS, USE, ENJOYMENT AND FOR OTHER PURPOSES IN AND TO
THE COMMON AREA, ALL AS SHOWN, DESCRIBED AND LIMITED AS SET FORTH IN THE DECLARATION OF COVENANTS, CONDITIONS AND
RESTRICTIONS OF TRACT NO. 6381, WHICH WAS RECORDED OCTOBER 30, 1978 IN BOOK 12902, PAGE 1312 OF OFFICIAL RECORDS OF ORANGE
COUNTY, CALIFORNIA.
LADERA RANCH
RANCHO MISSION VIEJO
A
N
TO
N
IO
PRKWY.UPPER LEVEL AREAS:
FUEL MODIFICATION SITE PLANL-1
FUEL MODIFICATION NOTESL-2
FUEL MODIFICATION PLANTING PLANL-3
FUEL MODIFICATION IRRIGATION PLANL-4
OVERALL SITE PLANSP-1.0
EROSION CONTROL PLANC-3
GRADING & DRAINAGE PLANC-2
PRECISE GRADING PLAN TITLE SHEETC-1
MOD. TO ENTITLEMENT REVISIONS 11-18-221
1
1
1
EXHIBIT A
BENCHMARK NOTE:
THE BENCHMARK FOR THIS TOPOGRAPHIC SURVEY IS THE FLOWLINE OF
THE PRC NEAR MANHOLE #13 AS SHOWN ON PAGE 12 OF 29.
ELEV=455.96
EASEMENT NOTE:
THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT.
UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY.
1 A 20' WIDE EASEMENT FOR WATERLINE AND RESERVOIR ACCESS
PURPOSES AS SHOWN ON A MAP OF TRACT 6381 AND RSB 295/36.
2 A 20' WIDE EASEMENT FOR EQUESTRIAN PURPOSES AS SHOWN ON
A MAP OF TRACT 6381 AND RSB 295/36.
JOB NO. SHEET
1 3 9 A v e n i d a N a v a r r o
S a n C l e m e n t e , C A 9 2 6 7 2
9 4 9 . 4 9 2 . 8 5 8 6
w w w . t o a l e n g i n e e r i n g . c o m
C I V I L E N G I N E E R I N G
L A N D S U R V E Y I N G
STORMWATER QUALITY
OF
PREPARED FOR:APVD. DATER E V I S I O N SBY DATE
APPD.:
DATE:
DWG. NO.
H. SCALE:
V. SCALE:SURVEY DATE:
CHD.:
DRN.:
EDSON AND KERRI
McCLELLANST
A
TEOF CA L IFORNIALICENSED L A ND SUR
V
E
YORVIKTOR P.
MEUM
No. 8682
VIKTOR P. MEUM
P.L.S. 8682
DATE:
1"=20'
-3-15-22
3-31-22
MSF
-
VM
22042 1 1
TP-01LOT 41, TRACT 6381, (RSB 295/36) APN 650-271-1029891 HILLSIDE TERRACE, SAN JUAN CAPISTRANO, CALIFORNIATOPOGRAPHIC SURVEYBOUNDARY NOTE:
SCALE: 1"=20'
CONSTRUCTION NOTES & QUANTITIESPRECISE GRADING & DRAINAGE PLANLOT 41, TRACT 6381,(RSB295/36)29891 HILLSIDE TERRACE, SAN JUAN CAPISTRANO, CAMCCLELLAN BARNLEGAL DESCRIPTIONOWNERCIVIL ENGINEERARCHITECTSOILS ENGINEERBENCH MARKCONSTRUCTION NOTES AND QUANTITY ESTIMATENOTICE TO CONTRACTORREQUIRED INSPECTIONSGRADING NOTESGENERAL GRADING NOTESEROSION CONTROL NOTESDOCUMENTATIONPROPERTY CORNER MONUMENTATIONEXISTING UTILITIES NOTEASSESSOR'S PARCEL NO.VICINITY MAPADDITIONAL NOTESSHEET INDEXC-1 TITLE SHEETC-2 PRECISE GRADING & DRAINAGE PLANDEVELOPMENT STATISTICS13 9 A v e n i d a N a v a r r oS a n C l e m e n t e , C A 9 2 6 7 29 4 9 . 4 9 2 . 8 5 8 6w w w . t o a l e n g i n e e r i n g . c o mC I V I L E N G I N E E R I N GL A N D S U R V E Y I N GSTORMWATER QUALITYTHESE PLANS HAVE BEEN REVIEWEDAND SIGNED BY THECITY OF SAN JUAN CAPISTRANOBUILDING DEPARTMENTPRECISE GRADING & DRAINAGE PLANMCCLELLAN BARNSITEDiane White, Architect10 Summitcrest Dove Canyon, CA 92679p: (949) 394-6370 f: (949) 264-6781dwarchitecture + designC-3 EROSION CONTROL PLAN
F.F.=516.50PAD=515.67F.F.=516.50PAD=515.67CONSTRUCTION NOTES & QUANTITIES1 3 9 A v e n i d a N a v a r r oS a n C l e m e n t e , C A 9 2 6 7 29 4 9 . 4 9 2 . 8 5 8 6w w w . t o a l e n g i n e e r i n g . c o mC I V I L E N G I N E E R I N GL A N D S U R V E Y I N GSTORMWATER QUALITYLEGENDADDITIONAL NOTESBENCHMARK NOTE:THE BENCHMARK FOR THIS TOPOGRAPHIC SURVEY IS THE FLOWLINE OFTHE PRC NEAR MANHOLE #13 AS SHOWN ON PAGE 12 OF 29.ELEV=455.96EASEMENT NOTE:THE PLAT FOR THIS SURVEY WAS PREPARED WITHOUT A TITLE REPORT.UNPLOTTED EASEMENTS MAY EXIST ON THE SUBJECT PROPERTY.1 A 20' WIDE EASEMENT FOR WATERLINE AND RESERVOIR ACCESSPURPOSES AS SHOWN ON A MAP OF TRACT 6381 AND RSB 295/36.2 A 20' WIDE EASEMENT FOR EQUESTRIAN PURPOSES AS SHOWN ONA MAP OF TRACT 6381 AND RSB 295/36.BOUNDARY NOTE:DETAILTYPICAL DRAIN INLETDOWNSPOUT CONNECTION
F.F.=516.50PAD=515.67F.F.=516.50PAD=515.671 3 9 A v e n i d a N a v a r r oS a n C l e m e n t e , C A 9 2 6 7 29 4 9 . 4 9 2 . 8 5 8 6w w w . t o a l e n g i n e e r i n g . c o mC I V I L E N G I N E E R I N GL A N D S U R V E Y I N GSTORMWATER QUALITYLEGENDNOTEEROSION CONTROL BMPsTEMPORARY SEDIMENT CONTROLWIND EROSION CONTROLTRACKING CONTROLWASTE MANAGEMENT AND MATERIALS POLLUTION CONTROLNON-STORMWATER MANAGEMENTTHIS SHEET FOR EROSION CONTROL ONLYYEAR-ROUND BMP REQUIREMENTS
HILLSIDE TERRACEH
G
H
G
B
A
1
3
4
A
C545540535530525520 515510505545
54053553052552051551050520'-0"
EASEMENT
EQUESTRIAN
20'-0"
WATER
DISTRICT
EASEMENT540 15'-0"BLDG.SETBACK15'-0"REQ'D.SETBACK21'-5"±SETBACK15'-0"REQ'D.SETBACK20'-10"±SETBACK8'-10"±CLEAR9'-2"±CLEAR5'-2"
CLR.
DEVELOPMENT RIGHTS DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO 15'-7"BLDG.SETBACK194'-0" MIN. REAR YARD SETBACK 338'-0" MIN. FRONT YARD SETBACK
1
1
5
'
-
0
"
TO
F
I
R
E
H
YD
RAN
T82'-0" TO BARN132'-0"
FIRE HYDRANT
211'-0"±
103'-0" +/-
TO C.L. HIGHLAND DRIVE 6'-6"±CLEARR1
0
0
'
-
0
"
R = 1,32
0
FT (.
2
5
MI
L
E)
29891 Hillside Terrace
San Juan Capistrano
California 92675
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
HOA SUBMITTAL 05-24-22
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
OVERALL SITE PLAN
1
AS NOTEDSCALE:
SP-1.0
1SCALE:1" = 20'-0"OVERALL SITE PLAN
HORSE STABLE
22002-01PROJECT #
(E) T.O.W.
+520.62
PROPERTY LINE 100.04 FT.PROPE
R
T
Y
L
I
N
E
1
8
7
.
5
7
F
T
.
PROPERTY LINE 309.67 FT.(E) ACCESS ROADPROPERTY LINE 390.57 FT.
PROPERTY LI
N
E
2
2
7
.
5
5
F
T
.PROPERTY LINE 90.10 FT.NORTH
(E) RESIDENCE
(N) STABLE
(E) RETAINING
WALL
SETBACK LINE
SETBACK LINE
(E) T.O.W.
+520.62
(E) T.O.W.
+518.29
(E) CONC.
V DITCH
(E) V DITCH
BURIED
(E) 2" GA
S
LI
N
E
(E)SEWER
C.O.(E) TOP OF SLOPE(E) TOP OF SLOPE(E) TOP
OF
SLOPE
(E) T.O.W.
+520.49(E) T.O.W.
+522.76
(E) T.O.W.
+521.34
(E) FENCE
TYP.
(E) 5 FT HIGH
FENCE TYP.
(E) 5 FT HIGH
FENCE TYP.
(E) 5 FT HIGH
FENCE TYP.
(E) BRIDGE
+504.08
(E) CONC.
V DITCH
(E) PADDOCK& LOFT
P.L.PROPERTY LINE
F.G.FINISH GRADE
E ELECTRIC SUB PANEL
G GAS P.O.C.
W WATER P.O.C.
ABBREVIATIONS & SYMBOLS
S.F.SQUARE FEET
G.F.F.GARAGE FINISH FLOOR
P.A.PLANTING AREA
F.F.FINISH FLOOR
COL.
CENTER LINE
R.R.ROOF RIDGE
(E)EXISTING
W.P.WORK POINT
F.V.FIELD VERIFY
(N)NEW
(R)REMOVE & REPLACE
C.L.
COLUMN
T.W.TOP OF WALL
C.O.CLEAN OUT
F.S.FINISH SURFACE
T.C.TOP OF CURB
T.O.C.TOP OF CONCRETE
E.G.EXISTING GROUND
F.L.FLOW LINE
TEL TELEPHONE
SCE SOUTHERN CALIFORNIA EDISON
CATV CABLE
SMH SEWER MANHOLE
TBM BENCH MARK
(E) LANDSCAPE DRAINS
(E) HARDSCAPE DRAIN
E
P.O.C.POINT OF CONNECTION
W
(N) WATER LI
N
E
(N) ELECTRIC
C
O
N
D
U
I
T
(E)4" DRAIN
INLET
(E)4" DRAIN
INLET
(E)4" DRAIN
INLET
(E)TREE
(E)24" DRAIN
INLET
(E)4" DRAIN
INLET
(E)4" DRAIN
INLET
(E) PADDOCK
GENERAL LAND USE MAP 2SCALE: 1" = 400'-0"
DRI
V
E
HILLSIDETERRACERA
RA
RA
RSE-20,000
RSE-20,000
RSE-20,000
RSE-10,000
RSE-10,000
RSE-20,000
RESIDENTIAL
SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILY
RSE-20,000SINGLE FAMILY
SINGLE FAMILY
SINGLE FAMILYSINGLE FAMILY
SINGLE FAMILY
LOT 41 TRACT 6381
LOT 42 TRACT 6381
LOT 40 TRACT 6381
(E) 5 FT HIGH
FENCE TYP.
(E) 5 FT HIGH
FENCE TYP.
(E) 5 FT HIGH
GATE
(E) 5 FT HIGH
GATE
RESIDENCE
AGRICULTURAL DISTRICTHIGHLAND
GENERAL OPENSPACE
RA
FIREHYDRANT
DEVELOPMENT RIGHTS
WITH CITY LIMIT
(E) DIRT ROAD
(E) DIRT ROAD
GOS
FIREHYDRANT
P&IPUBLIC & INSTITUTIONALDISTRICT
GENERAL OPENSPACE
GOS
RSE-20,000SINGLE FAMILY
RA
RA COUNTY OF ORANGE
SIL
V
E
R
C
R
E
E
KCIR.HIGHVIEW(E) 4" SE
W
E
R
GAS:SOUTHERN CALIFORNIA GAS CO.
500 WALD
IRVINE, CA. 92618
Telephone: (800) 227-1953
ELECTRIC: SAN DIEGO GAS & ELECTRIC
662 CAMINO DES LOS MARES
SAN CLEMENTE, CALIFORNIA 92672
Telephone: (800) 411-7343
SEWER:CITY OF SAN JUAN CAPISTRANO
3200 PASEO ADELANTO
SAN JUAN CAPISTRANO, CALIFORNIA 92675
Telephone: (949) 23404400
WATER:SANTA MARGARITA WATER DISTRICT
26111 ANTONIO PARKWAY
RANCHO SANTA MARGARITA, CALIFORNIA 92681
Telephone: (949) 459-2640
CABLE:COX COMMUNICATIONS
UTILITIES
(E) DRIVEWAY
DECOMPOSED
GRANITE
(E) NATURAL
VEGETATION
(E) LANDSCAPED
SLOPE
DIRT
(E) NATURAL
VEGETATION
LIMIT OF WORK
LIMIT OF WORK
(E) GRADES
(E) GRADES
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
NOTE:
NO MORE THAN FOUR (4) EQUINES MAY BE KEPT
WITHOUT THE GRANTING OF A CONDITIONAL
USE PERMIT.
MOD. TO ENTITLEMENT REVISIONS 11-23-22
1
(E) OPENOPEN SHELTER
1
545
51551050515'-0"REQ'D.SETBACK15'-0"BLDG.SETBACK8'-10"±CLEAR9'-2"±CLEAR5'-2"
CLEAR
20'-10"±SETBACK21'-5"±SETBACK15'-0"REQ'D.SETBACK15'-7"BLDG.SETBACKEXISTING DIRTDRIVEWAY ACCESS6'-6"±CLEAR29891 Hillside Terrace
San Juan Capistrano
California 92675
1SCALE:1" = 10'-0"FIRE PROTECTION SITE PLAN
HORSE STABLE
22002-01PROJECT #
PROPERTY LINE 309.67 FT.
PROPERTY LINE 390.57 FT.
PROPERTY LI
N
E
2
2
7
.
5
5
F
T
.
NORTH
(E) RESIDENCE
STABLE - 4 HORSES
(E) RETAINING
WALL
SETBACK LINE
SETBACK LINE
(E) CONC.
V DITCH
(E) TOP OF SLOPE(E) TOP OF SLOPE(E) 5 FT HIGH
FENCE TYP.
(E) 5 FT. HIGH
FENCE TYP.
(E) 5 FT. HIGH
FENCE TYP.
(E) 5 FT. HIGH
FENCE TYP.
(E) BRIDGE
+504.08
(E) CONC.
V DITCH
(E) PADDOCK
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
SITE PLAN
AS NOTEDSCALE:
SP-1.1
FIRE PROTECTION
(E) TREE
MATERIAL LEGEND NOTES
1. NOT LESS THAN 1 INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION
AND ROOF SHEATHING, AND AT LOCATIONS OF EAVE OR CORNICE VENTS
WHERE INSTALLED. (R806.3 CRC)
2. WHERE PROVIDED VENTILATION OPENINGS FOR ENCLOSED ATTICS,
ENCLOSED EAVE SOFFIT SPACES, ENCLOSED RAFTER SPACES, FORMED
WHERE CEILINGS ARE APPLIED DIRECTLY TO THE UNDERSIDE OF ROOF
RAFTERS, AND UNDER FLOOR VENTILATION OPENINGS, SHALL BE FULLY
COVERED WITH WIRE MESH, VENTS, OR OTHER MATERIALS OR DEVICES THAT
COMPLY WITH ASTME2886. VENT OPENINGS SHALL BE A MINIMUM OF 1/16
INCH AND NO MORE THAN 1/8 INCH. MATERIALS USED SHALL BE
NON-COMBUSTIBLE (CRC SECT. R337.6.2)
3. EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH
REQUIREMENTS OF 2019 CRC SECTION R 337.7.3. MEETING ONE OF THE
FOLLOWING:
a. NON COMBUSTIBLE MATERIAL
b. IGNITION RESISTANT MATERIAL
c. HEAVY TIMBER CONSTRUCTION
4. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN
ACCORDANCE WITH TEST PROCEDURES FOR A 10-MINUTE DIRECT FLAME
CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1.
R-1 CLASS A FIRE RATED STANDING SEAM METAL ROOF (MIN 24 GA.)
ASTM E108 OR UL 790
OVERMINIMUM 80 MIL SELF ADHERING MEMBRANE (ASTM D1970).
UL EVALUATION REPORT: UL ER 25913-01
ICC ES ACCEPTANCE CRITERIA: AC-166
WUI #8180-2299:0501 OR EQUAL
ROOF COVERING- CHAPTER 7A SECTION 705A
R-2 ROOF FLASHING - ASTM E108.
MIN. 26 GAUGE GLAVANIZED CORROSION RESISTANT METAL
OVER MIN. ROOF UNDERLAYMENT.
R-3 ROOF GUTTERS & DOWNSPOUTS.
PREFINISHED ALUMINUM WITH SCREENS
VENTILATION - CHAPTER 7A SECTION 706A
V-1 WUI VENTS LISTED TO ASTM 2886 - SEE NOTE #2
MFRS: VULCAN TECHNOLOGIES, BRANDGUARD, EMBERS OUT LLC.
WUI #8165-2192:0500
EXTERIOR COVERING - CHAPTER 7A SECTION 707A
E-1 FIBER CEMENT BOARD & BATTENS WUI LISTED
ASSEMBLY PERFORMANCE MEETING SFM 12-7A-1
MFR: JAMES HARDIE COMPANY
HARDI PANEL FIBER CEMENT SIDING - ICC-ESR1844
WUI #8140-2026:0005
E-2 ROOF EAVES - FIBER CEMENT OR 1X TREATED SOFFIT BOARDS
OVER 5/8" TYPE 'X' GYP. SHEATHING APPLIED TO UNDERSIDE OF
ROOF FRAMING.
ASSEMBLY PERFORMANCE MEETING SFM 12-7A-1
E-3 COVERED BALCONY - 2X ROOF RAFTERS WITH FIBER CEMENT OR
1X TREATED SOFFIT BOARDS OVER 5/8" TYPE 'X' GYP. SHEATHING
APPLIED TO UNDERSIDE OF ROOF SHEATHING.
ASSEMBLY PERFORMANCE MEETING SFM 12-7A-3
E-4 POSTS - EXPOSED 10X10 AND 6X6 WOOD POSTS
EXTERIOR WINDOWS AND DOORS - CHAPTER 7A SECTION 708A
W-1 VINYL ASSEMBLIES WITH DUAL INSULATED & MIN. 1 PANE
TEMPERED GLASS AT HAZARDOUS LOCATIONS
ASSEMBLY PERFORMANCE MEETING SFM 12-7A-2
MFR: MILGARD WINDOWS OR EQUAL
BALCONY - CHAPTER 7A SECTION 709A
D-1 NON-COMBUSTIBLE PORCELAIN TILE PAVERS OVER WATERPROOF
CLASS A MEMBRANE
ASSEMBLY PERFORMANCE MEETING SFM 12-7A-4 AND 12-7A-5
D-2 STAIR RAILING & GUARDRAIL - 4X4 POSTS WITH 1.5X1.5 INCH
BALUSTERS & 2X4 TOP AND BOTTOM RAIL. FIRE TREAT
COMPONENTS BEFORE STAINING.
WALL VENT
V-1
ROOF EAVES TYP.
E-2
ROOF GUTTERS
R-3
WALL COVERING
E-1
(E) RETAINING
WALL
TYP. EXTERIOR
METAL ROOF
R-1
WINDOWS TYP.
W-1
WINDOWS TYP.
W-1
BALCONY POSTS
E-4
STAIRS & RAILING
E-4
E-5 STAIR FRAMING - MINIMUM 4X POSTS, STRINGERS & TREADS
E-5
METAL ROOF
R-1
ROOF EAVES TYP.
E-2
WALL COVERING
E-1
TYP. EXTERIOR
STALL POSTS TYP.
E-4
R-2
R-2
METAL ROOF
R-1 R-2
WALL COVERING
E-1
TYP. EXTERIOR
WALL COVERING
E-1
TYP. EXTERIOR
ROOF AWNING
R-1 E-2
ROOF AWNING
R-1 E-2
BALCONY
D-2
BALCONY DECK
D-1
(E) PADDOCK
COVERED
OWNERS: EDSON AND KERRI McCLELLAN
29891 HILLSIDE TERRACE
SAN JUAN CAPISTRANO, CALIFORNIA 92675
Telephone: (949) 684-6084 Edson
(949) 338-5544 Kerri
E-mail: emcclellan7@gmail.com
kerri7mc@gmail.com
ARCHITECT: DIANE C. WHITE
dw architecture + design
10 SUMMITCREST
DOVE CANYON, CALIFORNIA 92679
Telephone: (949) 394-6370
E-mail: dwdesign@outlook.com
CONTACTS
SEE CONTACTS
ROOF GUTTERS
R-3
ROOF GUTTERS
R-3
D.S.D.S.
D.S.
D.S.D.S.
D.S.
D.S.
TYP.(E) DRAIN
INLET
TYP.(E) DRAIN
INLET
D.S.
(E) 5 FT. HIGH
FENCE TYP.
(E) 5 FT HIGH
GATE(E) DIRT ROAD
DECOMPOSED
GRANITE
(E) NATURAL
VEGETATION
(E) NATURAL
VEGETATIONDIRT
TYP.(E) DRAIN
INLET
(N) 2 FT. HIGH
RET. WALL CONC.
PAD
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
1
1 MOD. TO ENTITLEMENT REVISIONS 11-23-22
(E) OPENOPEN SHELTER
30'-4"
7'-6"8'-0"8'-8"16'-0"
10'-4"20'-0"50'-8"12'-10"12'-6"12'-6"12'-10"4
3
H
F
E
D
B
G
21
21 2.8 3.5
H
C
A
G
A
62'-9"46'-1"4'-1"5"
7'-1"13'-0"
9'-0"6'-6"4'-0"1'-9"
R.O.3'-4"2'-0"R.O.3'-4"6'-8"2'-8"R.O.12'-5"2'-8"R.O.12'-6"2'-8"R.O.12'-5"2'-8"R.O.6'-8"3'-3"2'-0"R.O.3'-3"2'-8"
2.5
2.5
6"
7'-0"
4'-6"8'-6"4'-8"
7'-6"
29891 Hillside Terrace
San Juan Capistrano
California 92675
HORSE STABLE
22002-01PROJECT #
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
HOA SUBMITTAL 05-24-22
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
GROUND FLOOR PLAN
AS NOTEDSCALE:
A-1.0
WALL LEGEND
A
10
SYMBOLS
WINDOW DESIGNATION - SEE SCHEDULE A-0.1
DOOR DESIGNATION - SEE SCHEDULE A-0.1
16
11
B
A2.0
ELEV.
GROUND FLOOR PLAN ASCALE: 1/4" = 1'-0"
PLAN NORTH
OUTLINE OF WALL ABOVE OR BELOW
(INTERIOR WALL) - 2X4 STUDS @ 16" O.C. -
WITH SOUND BATT INSULATION.
(EXTERIOR WALL) - 2X6 STUDS @ 16" O.C.
WITH EXTERIOR GRADE PLYWD. SHEATHING
(MATCH SHEAR PANEL THICKNESS) INTERIOR
SIDE - SEE KEYNOTES
EP ELECTRIC SUB PANEL
PLUMBING. CW=COLD WATER/ HW=HOT WATER
HB=HOSE BIBB
CW
GAS STUBG
HW HB
PLAN NOTESKEYNOTES
EXISTING RETAINING WALL TO REMAIN
9
STALL
STALL
12' X 12'
12' X 12'
STALL12' X 12'
STALL12' X 12'
TOILET TACK
STORAGE
FIN. GRADE ELEV +515.0
PADDOCK
ROOF OVERHANG
ABOVE
1
WASH AREA
EPC
A2.0
ELEV.
2
4
20
9
TYP.
11
TYP.
4
HB
13
HB
14
TYP.
10
D
A2.1ELEV.
A
A2.0 ELEV.
1
A2.1
SECTION
TYP.
TYP.
2
TYP.
ROOF OVERHANG
ABOVE
ROOF OVERHANG
ABOVE
(EXTERIOR WALL) - 2X4 STUDS @ 16" O.C.
WITH EXTERIOR GRADE PLYWD. SHEATHING
(MATCH SHEAR PANEL THICKNESS). INTERIOR
SIDE - SEE KEYNOTES
A
B
BC.L.C.L.C.L.C.L.101112
OUTLINE OF LOFT ABOVE
1
A2.2
SECTION4
4
1
A2.2
1
A2.1
SECTION
SECTION141414142
A2.1
SECTION2
3
6
7
8
10
11
12
13
1 EXISTING CMU RETAINING WALL
HAND SINK - WALL MOUNTED
CONCRETE SLAB - SEE STRUCTURAL DWGS.
9
14
15
4
STALL GATE
5
SINK & VANITY16
17
10" X 10" POST TYP. - SEE STRUCTURAL DWGS (STAIN ST-1)
METAL AWNING
WINDOW TRIM BOARD TYP. SEE DETAILS (PAINT PT-2)
STANDING SEAM METAL ROOF OVER SELF ADHERING
UNDERLAYMENT. SEE SPECIFICATION ON A-1.1
PLYWOOD FLOOR SHEATHING
GUARDRAIL - MIN. 42 INCHES ABOVE FINISH SURFACE
EXTERIOR LIGHT FIXTURE- SEE DWG. A-1.3
6" X 6" POST - SEE STRUCTURAL DWGS. (STAIN ST-1)
SHUTTER - SEE SCHEDULE A-0.1 (PAINT FRAME PT-3)
HAY BASE OVER DECOMPOSED GRANITE SUBBASE
GUTTER & DOWNSPOUT
8
A2.2
SIDING TRIM BOARD TYP. SEE DETAILS (PAINTED - PT-1)
7
A2.2
DECOMPOSED GRANITE
1. ALL INTERIOR DRYWALL SHALL BE 5/8" THICK WITH FINISH TEXTURE SELECTED BY OWNER.
USE 5/8" MOISTURE RESISTANT GYP. BOARD AT ALL PLUMBING WALLS. (CBC SECT. 2509)
2. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS. (CBC SEC. 2308.9.8) STUD
PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED
AND THE JOISTS UNDERNEATH SO SPACED AS TO GIVE PROPER CLEARANCES FOR THE
PIPING. WHERE A WALL CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR
JOISTS, THE JOISTS UNDERNEATH SUCH WALLS SHALL BE DOUBLED AND SPACED TO
PERMIT THE PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING OR
OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE CUTTING
OF SOLES OR PLATES, A METAL TIE NOT LESS THAN 0.058 INCH (16 GALVANIZED GAGE)
AND 1-1/2 INCHES WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH
SIDE OF THE OPENING WITH NOT LESS THAN 16D NAILS.
3. (CBC. SEC. 2308.9.8) WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR
PARTLY IN A PARTITION REQUIRING THE CUTTING OF THE SOLES OR TOP PLATES, A METAL
TIE NOT LESS THAN 0.058 INCH AND 1-1/2" WIDE SHALL BE FASTENED TO EACH PLATE
ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 16d NAILS.
4. CUTTING AND NOTCHING: (CBC. SEC. 2308.9.10) IN EXTERIOR WALLS AND BEARING
PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT
EXCEEDING 25 PERCENT OF ITS WIDTH. CUTTING AND NOTCHING OF STUDS TO A DEPTH
NOT GREATER THAN 40 PERCENT OF THE WIDTH IS PERMITTED IN NON-BEARING
PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE WALL.
5. BORED HOLES: (CBC. SEC. 2308.9.11) A HOLE NOT GREATER IN DIAMETER THAN 40
PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. BORED
HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN
NON-BEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED,
PROVIDED NOT MORE THAN TWO (2) SUCH SUCCESSIVE DOUBLE STUDS ARE BORED. IN
NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE
EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF
THE STUD AS A CUT OR NOTCH.
6. GLAZING AT HAZARDOUS LOCATIONS:
a. SAFETY GLAZING REQUIRED IN MIRRORS AND WARDROBE DOORS. (CBC SEC.
2406.1).
b. SAFETY OR TEMPERED GLASS REQUIRED AT INDIVIDUAL FIXED OR OPERABLE
PANELS ADJACENT TO A DOOR WHERE NEAREST EXPOSED EDGE OF THE GLAZING
IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED
POSITION & WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60 INCHES
ABOVE THE FLOOR OR WALKING SURFACE (CBC. SEC. 2406.3.6).
c. SAFETY OR TEMPERED GLAZING IS REQUIRED AT ALL DOORS & ENCLOSURES FOR
SHOWERS & TUBS, AND IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE
COMPARTMENTS WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60 INCHES
ABOVE THE FINISH STANDING SURFACE. (CBC. SEC. 2406.3.5).
d.ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES MEASURED HORIZONTALLY
AND IN A STRAIGHT LINE OF THE GLAZING. (CRC R308.4.3)
7. STAIRS SHALL BE MIN. 3 FEET CLEAR IN WIDTH. HANDRAILS SHALL BE PROVIDED ON NOT
LESS THAN ONE SIDE OF STAIRS WITH 4 OR MORE RISERS. HANDRAILS SHALL NOT
PROJECT MORE THAN 4 1/2 INCHES ON EITHER SIDE OF STAIRWAY. HANDRAILS
ADJACENT TO WALL SHALL HAVE NOT LESS THAN 1 1/2 INCHES BETWEEN WALL AND
HANDRAILS. (CRC R311.7)
1. CALGREEN BUILDING STANDARDS FOR PLUMBING FIXTURES.
PLUMBING FIXTURES SHALL COMPLY WITH MAXIMUM FLOW RATE STANDARDS SET BY
CAL GREEN STANDARDS:
WATER CLOSETS = 1.28 GPF
SHOWERHEADS & HAND SHOWER HEADS = 1.8 GPM @ 80 PSI
LAVATORY FAUCETS = 1.2 GPM @ 60 PSI
KITCHEN FAUCETS = 1.8 GPM @ 60 PSI (SEE NOTE #1 ON C-1.1)
OTHER FAUCETS = 0.5 GPM @ 20 PSI
2. PROVIDE DEVICES TO ABSORB HIGH PRESSURES RESULTING FROM QUICK CLOSING OF
THE QUICK ACTING VALVES FROM THE WASHER AND DISHWASHER, ETC., (CPC 609.10)
3. WATER HEATER - SHALL BE STRAPPED TO THE WALL IN TWO PLACES. ONE IN THE UPPER
1/3 OF THE TANK AND ONE IN THE LOWER 1/3 OF THE TANK. THE LOWER POINT SHALL
BE A MIN. OF 4-IN. ABOVE THE CONTROLS. (CPC 508.2)
4. WATER PIPING MATERIALS WITHIN A BUILDING SHALL BE IN ACCORDANCE WITH SECT.
604.1 OF THE CALIFORNIA PLUMBING CODE (CPC). PEX, CPVC AND OTHER PLASTIC
WATER PIPING SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS
OF CPC SECTION 604, INSTALLATION STANDARDS OF APPENDIX I OF THE CPC AND
MANUFACTURERS RECOMMENDED INSTALLATION STANDARDS. CPVC WATER PIPING
REQUIRES A CERTIFICATION OF COMPLIANCE AS SPECIFIED IN SECTION
604.1.1(D) OF THE CPC PRIOR TO PERMIT ISSUANCE.
5. THE FOLLOWING PLUMBING AND PIPE MATERIALS TO BE USED FOR THIS PROJECT:
(CPC SECT. 604 & 1208)
a. WASTE - ABS PIPING
b. WATER - UPONOR PEX WITH COPPER STUB OUTS. PIPING INSULATED PER NOTE
#6. COLD WATER PIPING INSULATED IN CEILING SPACES WHERE OCCURS.
c. GAS - UNDERGROUND SHALL BE POLYETHYLENE COMPLYING WITH ASTM D2513
AND MARKED "GAS" AND "ASTM D2513". ABOVE GROUND PIPING SHALL BE
STEEL PIPE SCHEDULE 40.
6. PROVIDE INSTA HOT WATER HEATER IN TOILET ROOM.
PLUMBING NOTES
HB
WH INSTA HOT WATER HEATER
WH
18 2X6 T&G HORIZONTAL BOARDS (STAIN ST-1)
19 5/8" MOISTURE RESISTANT GYP. BOARD (PAINT PT-4)
19 TYP.
18 TYP.
18 TYP.
18 TYP.
18 TYP.
18 TYP.
20 VERTICAL BOARD & BATTEN SIDING - SEE MATERIAL SPECIFICATION
A-0.1 (PAINT PT-1)
20
20
20
20
TYP.
20
20
20
TYP.
TYP.
20
TYP.
TYP.
OUTLINE OF STAIRS ABOVE
(SHOWN DOTTED)
GROUND LEVEL AREAS:
1,057 S.F.HORSE STALLS 126 S.F.TACK & TOILET
87 S.F.STORAGE ROOM
1,270 S.F.TOTAL GROUND LEVEL:
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
4
3
H
F
E
D
B
G
21
21 2.8 3.5
H
C
A
G
A
16'-4"
13'-0"7'-1"
2'-3"2'-0"
R.O.
2'-0"
R.O.
2'-3"50'-8"43'-2"7'-6"8'-0"4'-6"8'-0"7'-7"7'-6"16'-4"
2'-2"
5'-2"1'-6"OVERHANG1'-0"
OVERHANG 1'-6"OVERHANG1'-0"
OVERHANG
2.5
2.5 1'-6"OVERHANG1'-0"
OVERHANG
1'-6"
OVERHANG 1'-6"5'-0"R.O.1'-6"1'-6"5'-0"R.O.1'-6"11'-7"2'-4"R.O.19'-1"2'-4"R.O.6"
O.H.12'-6"3'-8"2'-0"3'-8"6'-0"
R.O.
4'-8"
LANDING
4'-7"3'-4"LANDING29891 Hillside Terrace
San Juan Capistrano
California 92675
HORSE STABLE
22002-01PROJECT #
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
HOA SUBMITTAL 05-24-22
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
LOFT PLAN
AS NOTEDSCALE:
A-1.1
WALL LEGEND
A
10
SYMBOLS
WINDOW DESIGNATION - SEE SCHEDULE A-0.1
DOOR DESIGNATION - SEE SCHEDULE A-0.1
B
A2.0
ELEV.
LOFT PLAN ASCALE: 1/4" = 1'-0"
PLAN NORTH
OUTLINE OF WALL ABOVE OR BELOW
EP ELECTRIC SUB PANEL
PLUMBING. CW=COLD WATER/ HW=HOT WATER
HB=HOSE BIBB
CW
GAS STUBG
HW HB
PLAN NOTESKEYNOTES
EXISTING RETAINING WALL TO REMAIN
2
3
6
7
8
10
11
12
13
1 EXISTING CMU RETAINING WALL
HAND SINK - WALL MOUNTED
CONCRETE SLAB - SEE STRUCTURAL DWGS.
9
14
15
4
STALL GATE
5
SINK & VANITY16
17
10" X 10" POST TYP. - SEE STRUCTURAL DWGS (STAIN ST-1)
METAL AWNING
WINDOW TRIM BOARD TYP. SEE DETAILS (PAINT PT-2)
STANDING SEAM METAL ROOF OVER SELF ADHERING
UNDERLAYMENT. SEE SPECIFICATION ON A-1.1
PLYWOOD FLOOR SHEATHING
GUARDRAIL - MIN. 42 INCHES ABOVE FINISH SURFACE
EXTERIOR LIGHT FIXTURE- SEE DWG. A-1.3
6" X 6" POST - SEE STRUCTURAL DWGS. (STAIN ST-1)
SHUTTER - SEE SCHEDULE A-0.1 (PAINT FRAME PT-3)
HAY BASE OVER DECOMPOSED GRANITE SUBBASE
C
A2.0
ELEV.
D
A2.1ELEV.
A
A2.0 ELEV.
1
A2.1SECTION
3
STAIRS
DN
OPEN HAY LOFT
ROOF OVERHANG BELOW
BALCONY
3
3
3
7
OUTLINE OF WALL BELOW
OUTLINE OF WALL BELOW
10
10
RIDGE5:12 SLOPE6 :12 SLOPE
RIDGE
6:12 SLOPE
6:12 SLOPE
6 :12 SLOPE5:12 SLOPE6
(UNFINISHED)2"SLOPE 1/4" / FT.17
GUTTER & DOWNSPOUT
D
D
E
C.L.C.L.E
F
F
13
1
A2.1
SECTION1
A2.2SECTION 1
A2.1
SECTION
2
A3.0
5
A3.0
7
A3.0
2
A3.0
7
A3.0
10
A3.0 TYP.
10
A3.0 SIM.
2
A3.0
5
A3.0
2
A3.0
5
A3.0
2
A2.2
4
A2.2
5
A3.0
V
A
L
L
E
YVALLEY 1
A3.0
1
A3.0
13
A3.0
8
A2.2
SIDING TRIM BOARD TYP. SEE DETAILS (PAINTED - PT-1)
7
A2.2
WH INSTA HOT WATER HEATER
(EXTERIOR WALL) - 2X6 STUDS @ 16" O.C.
WITH EXTERIOR GRADE PLYWD. SHEATHING
(MATCH SHEAR PANEL THICKNESS) INTERIOR
SIDE - SEE KEYNOTES
(EXTERIOR WALL) - 2X4 STUDS @ 16" O.C.
WITH EXTERIOR GRADE PLYWD. SHEATHING
(MATCH SHEAR PANEL THICKNESS). INTERIOR
SIDE - SEE KEYNOTES
1. ALL INTERIOR DRYWALL SHALL BE 5/8" THICK WITH FINISH TEXTURE SELECTED BY OWNER.
USE 5/8" MOISTURE RESISTANT GYP. BOARD AT ALL PLUMBING WALLS. (CBC SECT. 2509)
2. USE 2X6 MINIMUM STUDS FOR PLUMBING WALLS. (CBC SEC. 2308.9.8) STUD
PARTITIONS CONTAINING PLUMBING, HEATING OR OTHER PIPES SHALL BE SO FRAMED
AND THE JOISTS UNDERNEATH SO SPACED AS TO GIVE PROPER CLEARANCES FOR THE
PIPING. WHERE A WALL CONTAINING SUCH PIPING RUNS PARALLEL TO THE FLOOR
JOISTS, THE JOISTS UNDERNEATH SUCH WALLS SHALL BE DOUBLED AND SPACED TO
PERMIT THE PASSAGE OF SUCH PIPES AND SHALL BE BRIDGED. WHERE PLUMBING OR
OTHER PIPES ARE PLACED IN OR PARTLY IN A PARTITION, NECESSITATING THE CUTTING
OF SOLES OR PLATES, A METAL TIE NOT LESS THAN 0.058 INCH (16 GALVANIZED GAGE)
AND 1-1/2 INCHES WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO EACH
SIDE OF THE OPENING WITH NOT LESS THAN 16D NAILS.
3. (CBC. SEC. 2308.9.8) WHERE PLUMBING, HEATING OR OTHER PIPES ARE PLACED IN OR
PARTLY IN A PARTITION REQUIRING THE CUTTING OF THE SOLES OR TOP PLATES, A METAL
TIE NOT LESS THAN 0.058 INCH AND 1-1/2" WIDE SHALL BE FASTENED TO EACH PLATE
ACROSS AND TO EACH SIDE OF THE OPENING WITH NOT LESS THAN 16d NAILS.
4. CUTTING AND NOTCHING: (CBC. SEC. 2308.9.10) IN EXTERIOR WALLS AND BEARING
PARTITIONS, ANY WOOD STUD IS PERMITTED TO BE CUT OR NOTCHED TO A DEPTH NOT
EXCEEDING 25 PERCENT OF ITS WIDTH. CUTTING AND NOTCHING OF STUDS TO A DEPTH
NOT GREATER THAN 40 PERCENT OF THE WIDTH IS PERMITTED IN NON-BEARING
PARTITIONS SUPPORTING NO LOADS OTHER THAN THE WEIGHT OF THE WALL.
5. BORED HOLES: (CBC. SEC. 2308.9.11) A HOLE NOT GREATER IN DIAMETER THAN 40
PERCENT OF THE STUD WIDTH IS PERMITTED TO BE BORED IN ANY WOOD STUD. BORED
HOLES NOT GREATER THAN 60 PERCENT OF THE WIDTH OF THE STUD ARE PERMITTED IN
NON-BEARING PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED,
PROVIDED NOT MORE THAN TWO (2) SUCH SUCCESSIVE DOUBLE STUDS ARE BORED. IN
NO CASE SHALL THE EDGE OF THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE
EDGE OF THE STUD. BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF
THE STUD AS A CUT OR NOTCH.
6. GLAZING AT HAZARDOUS LOCATIONS:
a. SAFETY GLAZING REQUIRED IN MIRRORS AND WARDROBE DOORS. (CBC SEC.
2406.1).
b. SAFETY OR TEMPERED GLASS REQUIRED AT INDIVIDUAL FIXED OR OPERABLE
PANELS ADJACENT TO A DOOR WHERE NEAREST EXPOSED EDGE OF THE GLAZING
IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED
POSITION & WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60 INCHES
ABOVE THE FLOOR OR WALKING SURFACE (CBC. SEC. 2406.3.6).
c. SAFETY OR TEMPERED GLAZING IS REQUIRED AT ALL DOORS & ENCLOSURES FOR
SHOWERS & TUBS, AND IN ANY PORTION OF A BUILDING WALL ENCLOSING THESE
COMPARTMENTS WHERE THE BOTTOM EDGE OF GLAZING IS LESS THAN 60 INCHES
ABOVE THE FINISH STANDING SURFACE. (CBC. SEC. 2406.3.5).
d.ONE OR MORE WALKING SURFACES ARE WITHIN 36 INCHES MEASURED HORIZONTALLY
AND IN A STRAIGHT LINE OF THE GLAZING. (CRC R308.4.3)
7. STAIRS SHALL BE MIN. 3 FEET CLEAR IN WIDTH. HANDRAILS SHALL BE PROVIDED ON NOT
LESS THAN ONE SIDE OF STAIRS WITH 4 OR MORE RISERS. HANDRAILS SHALL NOT
PROJECT MORE THAN 4 1/2 INCHES ON EITHER SIDE OF STAIRWAY. HANDRAILS
ADJACENT TO WALL SHALL HAVE NOT LESS THAN 1 1/2 INCHES BETWEEN WALL AND
HANDRAILS. (CRC R311.7)
18 2X6 T&G HORIZONTAL BOARDS (STAIN ST-1)
19 5/8" MOISTURE RESISTANT GYP. BOARD (PAINT PT-4)
20 VERTICAL BOARD & BATTEN SIDING - SEE MATERIAL SPECIFICATION
A-0.1 (PAINT PT-1)
20
20
20
TYP.
20
TYP.
7
1
BELOW
38 S.F.
740 S.F.
122 S.F.
STAIR
UNFINISHED HAY LOFT
BALCONY DECK
900 S.F.TOTAL UPPER LEVEL:
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
4
3
H
F
E
D
B
G
21
21 2.8 3.5
H
C
A
G
A
2.5
2.5
2'-0"
OVERHANG
1'-0"OVERHANG2'-0"
OVERHANG
6"OVERHANGTYP.1'-0"OVERHANG2'-0"
OVERHANG
29891 Hillside Terrace
San Juan Capistrano
California 92675
HORSE STABLE
22002-01PROJECT #
RIDGE3:12 SLOPE6 :12 SLOPE
RIDGE
6:12 SLOPE
6:12 SLOPE
6 :12 SLOPE5:12 SLOPEThe Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
HOA SUBMITTAL 05-24-22
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
ROOF PLAN
AS NOTEDSCALE:
A-1.2
WALL LEGEND
B
A2.0
ELEV.
ROOF PLAN ASCALE: 1/4" = 1'-0"
PLAN NORTH
KEYNOTES
C
A2.0
ELEV.
D
A2.1ELEV.
A
A2.0 ELEV.
1
A2.1
SECTION
OUTLINE OF WALL BELOW
1. ROOF MATERIAL- CLASS A FIRE RATED STANDING SEAM METAL ROOF (MIN 24 GA.) - UL 790
OVER MINIMUM 80 MIL SELF ADHERING MEMBRANE (ASTM D1970). UL EVALUATION REPORT:
UL ER 25913-01/ ICC ES ACCEPTANCE CRITERIA: AC-166. COLOR: GALVALUME ZINC
2. FLASHING - MINIMUM 26 GA. GALVANIZED CORROSION RESISTANT METAL - MATCH ROOF
PANELS.
3. PROVIDE ATTIC VENTILATION AT ALL ENCLOSED ATTICS. USE EAVE VENTS AND DORMER
VENTS. VENTS SHALL BE LOCATED TO PROVIDE CROSS VENTILATION OF ENCLOSED SPACES.
4.NOT LESS THAN 1 INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND ROOF SHEATHING,
AND AT LOCATIONS OF EAVE OR CORNICE VENTS WHERE INSTALLED. (R806.3 CRC)
5.WHERE PROVIDED VENTILATION OPENINGS FOR ENCLOSED ATTICS, ENCLOSED EAVE SOFFIT
SPACES, ENCLOSED RAFTER SPACES, FORMED WHERE CEILINGS ARE APPLIED DIRECTLY TO
THE UNDERSIDE OF ROOF RAFTERS, AND UNDER FLOOR VENTILATION OPENINGS, SHALL BE
FULLY COVERED WITH WIRE MESH, VENTS, OR OTHER MATERIALS OR DEVICES THAT COMPLY
WITH ASTME2886. VENT OPENINGS SHALL BE A MINIMUM OF 1/16 INCH AND NO MORE
THAN 1/8 INCH. MATERIALS USED SHALL BE NON-COMBUSTIBLE (CRC SECT. R337.6.2)
7. FOR ROOF PENETRATIONS - SEE DETAIL 18/ A-3.0.
ROOF PLAN & CODE NOTES
2
3
4
GUTTER HEAD AND DOWNSPOUT
1 CLASS A - ROOF. SEE ROOF NOTE #1 FOR SPECIFICATION
ROOF CRICKET
GUARDRAIL MIN + 42 INCHES ABOVE FINISH SURFACE
1
ROOF BELOW
1
1
OUTLINE OF WALL BELOW
(SHOWN DOTTED)
OUTLINE OF WALL BELOW
1
1
ROOF BELOW
ROOF BELOW
ROOF BELOW
POST BELOW TYP.
STAIRS BELOW RIDGE LINE3:12 SLOPE6:12 SLOPE6:12 SLOPE5:12 SLOPEOUTLINE OF WALL BELOW
(SHOWN DOTTED)
1
A2.1
SECTION
1
A2.1
SECTION1
A2.2SECTION OUTLINE OF WALL BELOW
(SHOWN DOTTED)
2
A2.1
SECTION5
A3.0
2
A3.0
6
A3.0
3
A3.0
3
A3.0
2
A3.0
2
A3.0
9
A3.0
1
A3.0
2
A3.0
3
7
A2.2
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
43
H
F
E
D
B
G
21
21 2.8 3.5
H
C
A
G
A
1'-6"OVERHANG1'-0"
OVERHANG 1'-6"OVERHANG1'-0"
OVERHANG
1'-6"OVERHANG1'-0"
OVERHANG
1'-6"
OVERHANG
6"
O.H.
J
J
JJ
J
J
J
J
J
J
J
J
J
VS
J
JS
SS3S3
SS3 3
J
S
GFI+44
GFI
WPGFI
GFI
GFIWP
SD
J 3'-8"2'-0"3'-8"2'-0"
+80"
A.F.F.
+80"
A.F.F.
+80"
A.F.F.
+84"
A.F.F.
J
J
J
J
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
L-2
+84"
A.F.F.
L-1
L-1
L-1
L-1 L-1
L-2
H
F
E
D
B
G
1
1
A
2.5
2.5
2'-0"
OVERHANG
1'-0"OVERHANG2'-0"
OVERHANG
6"OVERHANGTYP.1'-0"OVERHANG2'-0"
OVERHANG
J GFIWP
S
J
J
J
SD
S
L-1
JL-1
J+80"
A.F.F.
L-1
S
SMOKE ALARM / CARBON MONOXIDE ALARM. SEE NOTES
WALL MTD. LIGHT FIXTURE J BOX. SEE SPECIFICATIONS
SURFACE MTD. J-BOX. FIXTURE TYPE L-2. CONTRACTOR TO
PROVIDE BACKING TO SUPPORT FIXTURE
SWITCH PLATE (SUBSCRIPT INDICATES 3-WAY, ETC.)
J
CEILING FAN J-BOX. FIXTURE SUPPLIED BY OWNER INSTALLED
BY CONTRACTOR
3
CM
J
VS VACANCY SWITCH OR OCCUPANCY SENSOR.
SEE LIGHTING & ELECTRICAL NOTE #4.
LC LIGHTING CONTROL PANEL
SD
MOTION SENSOR LIGHT
ELECTRICAL OUTLET/ HALF HOT
TV TV & CABLE OUTLET
GFI ELECTRICAL OUTLET/GROUND FAULT INTERCEPTOR
WP ELECTRICAL OUTLET / WATERPROOF COVER
ELECTRICAL OUTLET / HALF HOT
CEILING MOUNTED
(GFI) = GROUND FAULT INTERCEPTOR
(AFCI) = ARC FAULT CIRCUIT INTERCEPTOR
AFCI SEE LIGHTING & ELECTRICAL NOTES
EXHAUST FAN - SEE MECHANICAL NOTE #1
29891 Hillside Terrace
San Juan Capistrano
California 92675
HORSE STABLE
22002-01PROJECT #
+8'-6" CLG.
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
POWER & LIGHTING
PLAN
AS NOTEDSCALE:
A-1.3GROUND FLOOR PLAN ASCALE: 1/4" = 1'-0"
LIGHTING & ELECTRICAL CODE NOTES
1. SMOKE ALARMS SHALL BE EQUIPPED WITH AUDIBLE ALARM & BE TESTED & MAINTAINED IN
ACCORDANCE WITH MANUFACTURER INSTRUCTIONS. SMOKE ALARMS SHALL BE REPLACED AFTER 10
YEARS FROM DATE OF MANUFACTURED MARK ON THE UNIT.(CRC SEC. R314.3.2)
2. CONVENTIONAL IONIZATION SMOKE ALARMS THAT ARE SOLELY BATTERY POWERED SHALL BE
EQUIPPED WITH A 10 YEAR BATTERY AND HAVE A SILENCE FEATURE. (CRC SEC. 314.3.3)
3. ALL INSTALLED LUMINAIRES SHALL BE HIGH EFFICIENCY (LED) IN ACCORDANCE WITH TABLE 150.0-A.
(CALIFORNIA ENERGY CODE 150(k)(1) (A).
4. PROVIDE HIGH EFFICIENCY (LED) LIGHTING IN BATHROOMS AND BE CONTROLLED BY OCCUPANT OR
VACANCY SENSOR PROVIDING AUTOMATIC-OFF FUNCTIONALITY. IF OCCUPANCY SENSOR IS
INSTALLED, IT SHALL BE INITIALLY CONFIGURED TO MANUAL-ON OPERATION USING MANUAL
CONTROL ON-OFF. (CAL. ENERGY CODE SECT. 150(k)(2)(I))
5. ALL STAIRWAYS SHALL HAVE AN ILLUMINATION LEVEL ON TREAD RUNS OF NOT LESS THAN 1
FOOT-CANDLE (11 LUX) - (CRC SECT. 303.7)
6. OUTDOOR LIGHTING ATTACHED TO BUILDING SHALL BE HIGH EFFICIENCY AND CONTROLLED BY A
MANUAL ON-OFF SWITCH AND CONTROLLED BY EITHER A PHOTOCELL, MOTION SENSOR OR
AUTOMATIC TIME CLOCK, OR AN ASTRONOMICAL TIME CLOCK. (CALIFORNIA ENERGY CODE SECT.
150(k)(3)(A))
7. PROVIDE GROUND-FAULT CIRCUIT-INTERRUPTER (GFCI) FOR ALL 125-VOLT, SINGLE PHASE 15 AMP
AND 20 AMP RECEPTACLES IN BATHROOMS AND OUTDOORS. (CEC ARTICLE 210.8(a))
8. PROVIDE A DEDICATED 20 AMP CIRCUIT TO SERVE BATHROOM RECEPTACLE OUTLETS. (CEC ARTICLE
210-52(d))
9. ARC FAULT CIRCUIT INTERRUPTION SHALL BE INSTALLED TO PROVIDE PROTECTION FOR ALL 120-VOLT,
SINGLE PHASE, 15 AMP AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS IN KITCHENS, FAMILY
ROOMS, DINING ROOMS, LIVING ROOMS,DENS, BEDROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS
AND SIMILAR ROOMS. (CEC ARTICLE 210.8(A) AND 210.12.)
10. TAMPER RESISTANT RECEPTACLES SHALL BE INSTALLED IN ALL AREAS (CEC406.4.D (6)) AND AS
SPECIFIED IN CEC ARTICLE 210.52. ALL NON-LOCKING-TYPE 12 VOLT, 15 AND 20 AMPERE
RECEPTACLES SHALL BE LISTED TAMER RESISTANT RECEPTACLES.
11. RECEPTACLE OUTLET LOCATIONS SHALL BE SPACED AT 12 FEET O.C. MAXIMUM AND SHALL BE
LOCATED WITHIN 6 FT. OF DOOR OPENINGS (E.G. CLOSET DOORS, ETC.). ALSO EVERY 2 FEET OR
WIDER OF WALLS. OUTLETS ALSO REQUIRED FOR COUNTERTOPS AT 4 FEET O.C. AND WITHIN 2 FEET
OF ENDS OR BREAKS OR COUNTERS. RECEPTACLE OUTLET LOCATIONS MUST COMPLY WITH CEC
ARTICLE 210.52.
12. OUTDOOR RECEPTACLE OUTLETS SHALL HAVE DAMP PROOF AND WET PROOF ENCLOSURE WITH A
COVER. PROVIDE GROUND FAULT INTERRUPTER (GFCI) AT MINIMUM FRONT AND REAR OF
DWELLING UNIT. SEE PLANS FOR LOCATIONS. (CEC ARTICLE 210 & 406)
LOFT PLAN BSCALE: 1/4" = 1'-0"
ELECTRICAL SYMBOLS
LIGHTING SYMBOLS
CONNECT TO
LC PANEL
CONNECT TO
LC PANEL
CONNECT TO
LC PANEL
CONNECT TO
LC PANEL
LC /
TIME CLOCK
MECHANICAL SYMBOLS
MECHANICAL & VENTIALTION NOTES
1. LIGHT AND VENTILATION - BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER SIMILAR
ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS OF NOT LESS
THAN 3 SQUARE FEET, ONE-HALF OF WHICH MUST BE OPENABLE. GLAZED AREAS SHALL NOT BE
REQUIRED WHERE ARTIFICIAL LIGHT AND EXHAUST SYSTEM ARE PROVIDED. MINIMUM EXHAUST RATE
SHALL BE 50 CUBIC FEET PER MINUTE FOR INTERMITTENT VENTILATION, OR 20 CUBIC FEET PER MINUTE
FOR CONTINUOUS VENTILATION IN ACCORDANCE WITH CALIFORNIA MECHANICAL CODE (CMC)
CHAPTER 4. (CRC SEC. R303.3)
2.EXHAUST DUCTS SHALL TERMINATE NOT LESS THAN 3 FEET FROM A PROPERTY LINE, 10 FEET FROM A
FORCED AIR INLET AND 3 FEET FROM OPENINGS INTO A BUILDING. (CMC 502.2.1)
L-1 WALL MOUNTED- BARNLIGHT.COM OR EQUAL.
MODEL BLE-G-CGG-G3-100-FS-CGG-100-CLR-DD-LED16.8-3000K
INDUSTRIAL GUARD WALL SCONCE WITH FLARED SHADE/ WIRE GUARD/ LED
COLOR: BLACK
SIZE: 11.6" X 8"
L-2 CEILING MOUNTED- BARNLIGHT.COM OR EQUAL - WALLABY SERIES
MODEL #BLE-F-ULA14-100-NA-NA-NA-NA-CLR-LED16.8-3000K
FLUSH CEILING MOUNT/ FLARED SHADE 14 IN DIA./ LED
COLOR: BLACK
L-3 RECESSED WALL STAIR LIGHT- HINKLEY OR EQUAL - TAPER COLLECTION
Model #1565SW - LED
LIGHT FIXTURE SPECIFICATIONS
STALL
TOILET
8
A2.2 AWNING
8
A2.2
AWNING
SLOPED CLG.
TACK
SLOPED CLG.
FEED
1X6 T&G BOARDS OVER 5/8" TYPE "X"
GYP. SHEATHING IN BETWEEN EXPOSED
4X FLOOR JOISTS
3
A2.2
TYP. 1 HR. RATED FLOOR/
CLG. ASSEMBLY
STALL
STALL
STALL
OPEN LOFT
SLOPED CLG.SLOPED CLG.
TYP. TRUSS
RIDGE BEAMMOD. TO ENTITLEMENT SUBMITTAL 08-29-22
FGH E D B AC
8'-6"6'-8"12'-0"6"8'-0"9'-6"24'-3"9'-6"24'-3"8'-6"6'-8"3'-6"8'-0"6'-8"8'-0"8'-6"24'-4"9'-6"8"7 RISERS @ 7 5/8"±= 4'-5"6'-8"3'-6"12'-0"3.52.8212.5
7 5/8"8'-0"12'-0"9'-6"8'-6"4 3 2 12.5
24'-1"6'-10"6"8"6'-8"29891 Hillside Terrace
San Juan Capistrano
California 92675
HORSE STABLE
22002-01PROJECT #
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
HOA SUBMITTAL 05-24-22
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
EXTERIOR ELEVATIONS
AS NOTEDSCALE:
A-2.0BSCALE: 1/4" = 1'-0"
KEYNOTES
2
3
6
7
8
10
11
12
13
1
10" X 10" POST TYP. (STAINED ST-1)
HAND SINK
9
14
15 METAL AWNING
BALCONY
4
STALL GATE
5
1. NOT LESS THAN 1 INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION
AND ROOF SHEATHING, AND AT LOCATIONS OF EAVE OR CORNICE VENTS
WHERE INSTALLED. (R806.3 CRC)
2. EXTERIOR WALL COVERING - JAMES HARDI CO. - HARDI PANEL FIBER
CEMENT SIDING - ICC-ESR1844 & WUI #8140-2026-0005 (REPORT ON A-0.1)
3. WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING SHALL BE
INSTALLED IN ACCORDANCE WITH CRC SECTION R703.5 AND TABLE
R703.3(1). HARDBOARD SIDING SHALL COMPLY WITH CPA/ANSI A135.6.
HARDBOARD SIDING USED AS ARCHITECTURAL TRIM SHALL COMPLY WITH
CPA/ANSI 135.7 (R703.5 CRC).
4. EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH
REQUIREMENTS OF 2016 CRC SECTION R 337.7.3. MEETING ONE OF THE
FOLLOWING:
a. NON COMBUSTIBLE MATERIAL
b. IGNITION RESISTANT MATERIAL
c. HEAVY TIMBER CONSTRUCTION
5. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN
ACCORDANCE WITH TEST PROCEDURES FOR A 10-MINUTE DIRECT FLAME
CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1.
6. FOR MATERIAL & FINISH SPECIFICATIONS - SEE A-0.1.
7. FOR WALL PENETRATIONS - SEE DETAIL 17/ A-3.0
EAST (FRONT) ELEVATION ASCALE: 1/4" = 1'-0"
SOUTH (SIDE) ELEVATION
OPEN BALCONY
TRIM BOARD TYP. SEE DETAILS (PAINT PT-1)
CLASS A- STANDING SEAM METAL ROOF OVER SELF ADHERING
UNDERLAYMENT. SEE SPECIFICATION ON A-1.1
WINDOW - SEE SCHEDULE A-0.1
BOARD & BATTEN WALL SIDING OVER WEATHER BARRIER
ICC-ESR1844 & ICC-ESR2658. SEE NOTES BELOW (PAINT PT-1)
WOOD FASCIA (PAINTED TO MATCH SIDING)
WINDOW TRIM BOARD (PAINTED PT-2)
GUARDRAIL - MIN. 42 INCHES ABOVE FINISH SURFACE (STAIN ST-1)
EXTERIOR LIGHT FIXTURE- SEE A-1.3
6" C 6" POST - (STAINED ST-1)
NORTH (SIDE) ELEVATION CSCALE: 1/4" = 1'-0"
OPEN
9
3
6
2
8
4
11
10
3 4 3
OPEN OPEN OPEN OPEN
BEYOND
6
8
HINGED SHUTTER (STAINED - ST-1) SEE SCHEDULES A-0.1
15
6
8
4
12
312
6
12
6
3
TOP OF ROOF
TOP OF PLATE
LOFT LEVEL
TOP OF PLATE
3 2
15
TOP OF ROOF
TOP OF PLATE
T.O.CURB
24
EXISTING RETAINING WALL
T.O.C.
FIN. GRADE
1
10
4
10
15
6 87
TYP.
NOTES
4
32 32
2
5
55
1
A2.1
SECTION
5
5
5
4
55
FIN. GRADEFIN. GRADEFIN. GRADE
T.O.C.T.O.C.
TOP OF PLATE
TOP OF ROOF
TOP OF PLATE
LOFT LEVEL
TOP OF PLATE
TOP OF ROOF12
6
12
6
12
3
3 24
TYP.
8
86
4
5
5
4
5
5
32
3
5
1
2
A2.1
SECTION
1
A2.2
SECTION
6TYP.
TYP.TYP.
1
A2.2
SECTION
7
A2.2
6
A2.2
16 ROOF FRAMING - SEE STRUCTURAL DRAWINGS
17 2X WALL FRAMING - SEE FLOOR PLANS
18 2X6 T&G BOARDS (STAIN ST-1)
19 1X6 T& G BOARDS (STAIN ST-1)
20 CONCRETE SLAB - SEE STRUCTURAL DRAWINGS
22 STAIR & RAILING - SEE DETAIL
23 4 INCHES HAY OVER 12" DECOMPOSED GRANITE SUBBASE
4
A3.0 TYP.
8
A2.2
15
TYP.
TYP.
4
A3.0
8
A3.0
22
8
A3.0
4
A3.0
5
14
A3.0 TYP.
TYP.
7
12
12
(N) MAX 24"
LANDSCAPE RETAINING
WALL
7
A2.2
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
DBA E F G
8'-0"9'-6"24'-5"9'-6"8"24'-5"8'-0"6'-8"8'-0"8"8'-0"9'-6"8"4'-6"3'-6"R.O.6'-10"8'-6"6'-8"24'-5"12'-0"6"4"10'-2" CLEAR42.521
C A
8'-6"8"6'-10"12'-0"29891 Hillside Terrace
San Juan Capistrano
California 92675
HORSE STABLE
22002-01PROJECT #
(UNFINISHED)
NOTES
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
HOA SUBMITTAL 05-24-22
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
EXTERIOR ELEVATIONS
AS NOTEDSCALE:
A-2.1
6
SCALE: 1/4" = 1'-0"
KEYNOTES
2
3
6
7
8
10
11
12
13
1
10" X 10" POST TYP. (STAIN ST-1)
WALL BLOCKING - COORDINATE LOCATIONS WITH OWNER
9
14
15 METAL AWNING
4
STALL GATE
5
16 ROOF FRAMING - SEE STRUCTURAL DRAWINGS
17 2X WALL FRAMING - SEE FLOOR PLANS
18 2X6 T&G BOARDS (STAIN ST-1)
19 1X6 T& G BOARDS (STAIN ST-1)
SIDING TRIM BOARD TYP. SEE DETAILS (PAINT PT-1)
CLASS A- STANDING SEAM METAL ROOF OVER SELF ADHERING
UNDERLAYMENT. SEE SPECIFICATION ON A-1.1
WINDOW OR DOOR - SEE SCHEDULES A-0.1
BOARD & BATTEN SIDING O/ WEATHER BARRIER & EXT. GRADE PLYWD.
SHEATHING. ICC-ESR1844 & ICC-ESR2658. SEE NOTES A-2.0 (PAINT PT-1)
WOOD FASCIA (PAINTED TO MATCH SIDING)
WINDOW TRIM BOARD. SEE DETAILS (PAINT PT-2)
GUARDRAIL - MIN. 42 INCHES ABOVE FINISH SURFACE (STAIN ST-1)
LIGHT FIXTURE- SEE PLAN A-1.3
6" X 6" POST - (STAIN ST-1)
HINGED SHUTTER - SEE SCHEDULE A-0.1 (STAIN ST-1)
EXISTING RETAINING WALL
10
3
1
OPEN BALCONY
WEST (REAR) ELEVATION DSCALE: 1/4" = 1'-0"
STABLE SECTION
STALL OPEN
OPEN LOFT
14
6
2
8
4
5
22
1
12
3
12
6
12 5
11
9
4X8 AT 24" O.C. STAINED
5/8" TYPE "X" GYP BOARD
PLYWD SUB FLOOR
1X8 OR 1X6 T&G BOARDS STAINED
4X TRUSSES STAINED
2X102
TOP OF ROOF
TOP OF PLATE
LOFT LEVEL
TOP OF PLATE
3
6
TOP OF ROOF
TOP OF PLATE
TOP OF CONC.
& BUILDING SECTIONS
1
A2.1
SECTION
HEADER
HEADER
HEADER
SILL
5
5
TOP OF ROOF
TOP OF PLATE
HEADER
LOFT LEVEL
TOP OF PLATE
HEADER
TOP OF CONCRETE
FINISH GRADE
TOP OF ROOF
TOP OF PLATE
LOFT LEVEL
TOP OF PLATE
TOP OF CONCRETE
FIN. GRADE
1
A2.2
SECTION
SCALE: 1/4" = 1'-0"2TACK ROOM BUILDING SECTION
TACK ROOM
TOP OF PLATE
TOP OF ROOF
TOP OF CONC.
12
6
2
2
A2.1
SECTION
5 5
5
TYP.
TYP.
TYP.
16
174
6
14
174 4
5
6
2
18
TYP.TYP.
13
19 174
20 CONCRETE SLAB - SEE STRUCTURAL DRAWINGS
20
16
174
FIN. GRADEFIN. GRADEFIN. GRADEFIN. GRADE
7
A3.010
A3.0
1
A3.0
8
A3.0TYP.
22 STAIR & RAILING - SEE DETAIL
23 4 INCHES HAY OVER 12" DECOMPOSED GRANITE SUBBASE
23
2
A3.0 TYP.
TYP.
2
A3.0TYP.
1
A3.0
4
A3.0 TYP.
7
7
A2.2
6
A2.2
12
14
A3.0 TYP.
8
A3.0 TYP.
14
A3.0TYP.3
A2.2TYP.
8
A2.2
1. NOT LESS THAN 1 INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION
AND ROOF SHEATHING, AND AT LOCATIONS OF EAVE OR CORNICE VENTS
WHERE INSTALLED. (R806.3 CRC)
2. EXTERIOR WALL COVERING - JAMES HARDI CO. - HARDI PANEL FIBER
CEMENT SIDING - ICC-ESR1844 & WUI #8140-2026-0005 (REPORT ON A-0.1)
3. WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING SHALL BE
INSTALLED IN ACCORDANCE WITH CRC SECTION R703.5 AND TABLE
R703.3(1). HARDBOARD SIDING SHALL COMPLY WITH CPA/ANSI A135.6.
HARDBOARD SIDING USED AS ARCHITECTURAL TRIM SHALL COMPLY WITH
CPA/ANSI 135.7 (R703.5 CRC).
4. EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH
REQUIREMENTS OF 2016 CRC SECTION R 337.7.3. MEETING ONE OF THE
FOLLOWING:
a. NON COMBUSTIBLE MATERIAL
b. IGNITION RESISTANT MATERIAL
c. HEAVY TIMBER CONSTRUCTION
5. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN
ACCORDANCE WITH TEST PROCEDURES FOR A 10-MINUTE DIRECT FLAME
CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1.
6. FOR MATERIAL & FINISH SPECIFICATIONS - SEE A-0.1.
7. FOR WALL PENETRATIONS - SEE DETAIL 17/ A-3.0
TYP.
12
RETAINING WALL IN
FOREGROUND
FIN. GRADE IN
FOREGROUND
7
A2.2
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
FG E D B
8'-0"8"8'-0"9'-6"24'-3"9'-6"24'-3"4"3'-6"8'-0"6'-8"2"1'-0"1'-0"
STANDING SEAM METAL ROOF PANELS
OVER SELF ADHERING MEMBRANE- SEE
ROOF SPECIFICATIONS A-1.2
EXTERIOR GRADE PLYWD. WALL SHEATHING (OR
SHEAR WALL WHERE OCCURS)
TRIM BD. TYP. WITH CAULKING (PAINT PT-1)
EXTERIOR GRADE PLYWD. ROOF
SHEATHING
26. GA. DRIP FLASHING UNDER
W.P. MEMBRANE
VERTICAL SIDING BOARDS & BATTENS (HB-1)
OVER WEATHER BARRIER. LAP MEMBRANE
DOWN OVER ROOF UNDERLAYMENT.
TOP PLATE2"MIN.2X6 FASCIA BD. (PAINT PT-1)
4X SHAPED BEAM BETWEEN
4X4 END RAFTERS. (PAINT PT-1)
1X6 HARDI SOFFIT OR FIRE
TREATED SOFFIT BOARDS
(PAINT PT-1)
5/8" EXTERIOR TYPE "X" GYP.
SHEATHING AT UNDERSIDE
OF PLYWOOD
2X WALL STUDS. - SEE FLOOR
PLAN
BLOCKING
2X6 HORIZONTAL T&G
BOARDS (STAIN ST-1)
4X BLOCKING 1" SQ. STEEL TUBE WELD TO
4X2X1/4" PLATE.
2'-0"5'-2"8'-3"6'-4"BOTT. OF BEAM
PLYWD DECK SHEATHING
SEE STRUCTURAL DWGS.
TILE OVER DECK
SEE ENLARGED DETAIL
WALL STUDS - SEE FLOOR PLAN
SELF ADHERING WATERPROOF
MEMBRANE WRAP WALL & LAP
DOWN OVER FLASHINGS
(SHOWN DOTTED).
LOFT LEVEL
VERTICAL SIDING BOARDS & BATTENS
(HB-1) OVER WEATHER BARRIER. LAP
DOWN OVER ROOF MEMBRANE.EXTERIOR GRADE PLYWD.
WALL SHEATHING (OR SHEAR
WALL WHERE OCCURS)
TRIM BOARD TYP. WITH
CAULKING (PAINT PT-1)
DECK & FLOOR FRAMING WITH
FINISHES - SEE DETAIL 3/ A-2.22"PLYWD FLOOR SHEATHING
SEE STRUCTURAL DWGS.
LOFT LEVEL
5/8" TYPE 'X' GYP. SHEATHING
1X6 T&G BOARDS (STAIN ST-1)
FIRE RATED CAULKING AT
JOINTS TYP.
MIN. 4X FLOOR FRAMING -
SEE STRUCTURAL DWGS.
DECK FRAMING WITH FINISHES -
SEE DETAIL 3/ A-2.2
TOP PLATE
CONTACT ADHESIVE (SHOWN
DOTTED)MAPEI OR EQUAL
MAPEBOND 700
ROOF DECK MEMBRANE
MIRACOAT MIRAFLEX UTW
"MEMBRANE A" ELASTOMERIC
SYSTEM WITH REINFORCED
POLYPROPYLENE FABRIC.
DRAINAGE MAT
REINFORCED MORTAR SETTING
BED
WATERPROOF MEMBRANE
MAPEI OR EQUAL- MAPELASTIC
AQUADEFENSE
CEMENTITIOUS
BOND COAT
TILE AND GROUT
SCHLUTER METAL EDGE
BAR-RW OR EQUAL
ALUM. GUTTER
(OPTIONAL)
VERTICAL SIDING BOARDS
& BATTENS (HB-1) OVER
WEATHER BARRIER.
TRIM BOARD TYP. WITH
CAULKING (PAINT PT-1)EXTERIOR GRADE PLYWD.
WALL SHEATHING (OR SHEAR
WALL WHERE OCCURS)
2X6 HORIZONTAL T&G BOARDS
(STAIN ST-1) ON INTERIOR SIDE
OF STALLS
GUARD RAIL
SEE DETAIL 5/A-2.2
36"<
4
"
T
Y
P
.
<4"
TYP.
4X4 SQ. POST W/ POST CAP
(STAIN ST-1)
1 1/2" SQ. VERTICAL
(STAIN ST-1)
2X4 TOP & BOTTOM RAILS
(STAIN ST-1)
4X STRINGER (STAIN ST-1)
SEE STRUCTURAL DWGS
4X12 TREADS (STAIN ST-1)3'-6"1/2"
<4"
TYP.<4"TYP.4X4 SQ. POST W/ POST CAP
(STAIN ST-1)
1 1/2" SQ. VERTICAL
(STAIN ST-1)
2X4 TOP & BOTTOM RAILS
(STAIN ST-1)
4X12 DECK BOARDS
(STAIN ST-1)
LANDING
4X FRAMING - SEE STRUCT'L
DWGS. (STAIN ST-1)
29891 Hillside Terrace
San Juan Capistrano
California 92675
HORSE STABLE
22002-01PROJECT #
NOTES
The Drawings, Specifications and other documents prepared by
the Architect for this Project are instruments of the Architect's
service for use solely with respect to this Project. The Architect
shall be deemed the author of these documents and shall retain
all common law, statutory and other reserved rights, including
the copyright. The Owner shall be permitted to retain copies of
the Architect's Drawings, Specifications, and other documents for
information and reference only in connection with the Owner's
use and occupancy of this Project. The Architect's Drawings,
Specifications and other documents shall not be used by the
Owner for additions to this Project, or for other projects, or by
others [third parties] for the completion of this Project except by
agreement in writing and with appropriate compensation to the
Architect.
McCLELLAN
RESIDENCE
ISSUE/ REVISIONS DATE
HOA SUBMITTAL 05-24-22
Diane White, Architect
10 Summitcrest Dove Canyon, CA 92679
p: (949) 394-6370 f: (949) 264-6781
dw
architecture
+ design
AS NOTEDSCALE:
A-2.2
KEYNOTES
SECTION 1SCALE: 1/4" = 1'-0"
OPEN LOFT7
11
4X TRUSSES STAINED
2X10 2
TOP OF ROOF
TOP OF PLATE
LOFT LEVEL
TOP OF PLATE
TOP OF CONCRETE
BUILDING SECTIONS
1
A2.1
SECTION
TYP.
9
TYP.
PLYWD. SUB FLOOR-
SEE STRUCTURAL DWGS.
4X10 AT 24" O.C. STAINED
STALL STALL STALL STALL
TOP OF ROOF
TOP OF PLATE
HEADER
HEADER
FIN. GRADE
10BEYOND
LOFT LEVEL
TOP OF PLATE
TOP OF CONCRETE
FIN. GRADE
BEYOND
2
3
6
7
8
10
11
12
13
1
10" X 10" POST TYP. (STAIN ST-1)
WALL BLOCKING - COORDINATE LOCATIONS WITH OWNER
9
14
15
4
STALL GATE
5
16 ROOF FRAMING - SEE STRUCTURAL DRAWINGS
17 2X WALL FRAMING - SEE FLOOR PLANS
18 2X6 T&G BOARDS (STAIN ST-1)
19 1X6 T& G BOARDS (STAIN ST-1)
SIDING TRIM BOARD TYP. SEE DETAILS (PAINT PT-1)
CLASS A- STANDING SEAM METAL ROOF OVER SELF ADHERING
UNDERLAYMENT. SEE SPECIFICATION ON A-1.1
WINDOW OR DOOR - SEE SCHEDULES A-0.1
BOARD & BATTEN SIDING O/ WEATHER BARRIER & EXT. GRADE PLYWD.
SHEATHING. ICC-ESR1844 & ICC-ESR2658. SEE NOTES A-2.0 (PAINT PT-1)
WOOD FASCIA (PAINTED TO MATCH SIDING)
WINDOW TRIM BOARD. SEE DETAILS (PAINT PT-2)
GUARDRAIL - MIN. 42 INCHES ABOVE FINISH SURFACE (STAIN ST-1)
LIGHT FIXTURE- SEE PLAN A-1.3
6" X 6" POST - (STAIN ST-1)
HINGED SHUTTER - SEE SCHEDULE A-0.1 (STAIN ST-1)
EXISTING RETAINING WALL
20 CONCRETE SLAB - SEE STRUCTURAL DRAWINGS
16
21 5/8" TYPE "X" GYP. BOARD
(UNFINISHED)
6 TYP.
2119
22
FLOOR FRAMING - SEE STRUCTURAL DRAWINGS
15
STAIR & RAILING - SEE DETAILS
6
19 21 2
BALCONY
14 TYP.OPENOPENOPENOPEN
18
TYP.
174
18
174
18
174
6
5
8SCALE: 1" = 1'-0"CANOPY SECTION DETAIL
5
A3.0
8
A3.0 TYP.
6
A3.0
3
A2.2 1 HR. RATED
2SCALE: 1 1/2" = 1'-0"BALCONY TO WALL (1 HR. RATED)
2
A2.2
4
A2.2
3SCALE: 1 1/2" = 1'-0"TYP. FLOOR DETAIL (1 HR. RATED)
4SCALE: 1 1/2" = 1'-0"BALCONY EDGE DETAIL (1 HR. RATED)
6SCALE: 3/4" = 1'-0"TYP. STAIR DETAIL
7SCALE: 3/4" = 1'-0"TYP. GUARDRAIL
23 4 INCHES HAY OVER 12" DECOMPOSED GRANITE SUBBASE
23
TYP.
14
A3.0
7
A2.2
6
A2.2
174
EA. SIDE 174
1. NOT LESS THAN 1 INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION
AND ROOF SHEATHING, AND AT LOCATIONS OF EAVE OR CORNICE VENTS
WHERE INSTALLED. (R806.3 CRC)
2. EXTERIOR WALL COVERING - JAMES HARDI CO. - HARDI PANEL FIBER
CEMENT SIDING - ICC-ESR1844 & WUI #8140-2026-0005 (REPORT ON A-0.1)
3. WOOD, HARDBOARD AND WOOD STRUCTURAL PANEL SIDING SHALL BE
INSTALLED IN ACCORDANCE WITH CRC SECTION R703.5 AND TABLE
R703.3(1). HARDBOARD SIDING SHALL COMPLY WITH CPA/ANSI A135.6.
HARDBOARD SIDING USED AS ARCHITECTURAL TRIM SHALL COMPLY WITH
CPA/ANSI 135.7 (R703.5 CRC).
4. EXTERIOR WALL COVERING OR WALL ASSEMBLY SHALL COMPLY WITH
REQUIREMENTS OF 2016 CRC SECTION R 337.7.3. MEETING ONE OF THE
FOLLOWING:
a. NON COMBUSTIBLE MATERIAL
b. IGNITION RESISTANT MATERIAL
c. HEAVY TIMBER CONSTRUCTION
5. WALL ASSEMBLIES THAT MEET THE PERFORMANCE CRITERIA IN
ACCORDANCE WITH TEST PROCEDURES FOR A 10-MINUTE DIRECT FLAME
CONTACT EXPOSURE TEST SET FORTH IN SFM STANDARD 12-7A-1.
6. FOR MATERIAL & FINISH SPECIFICATIONS - SEE A-0.1.
7. FOR WALL PENETRATIONS - SEE DETAIL 17/ A-3.0
MOD. TO ENTITLEMENT SUBMITTAL 08-29-22
HILLSIDE TEHGHGBA134AC54554053553052552051551050554554053553052552051551050520'-0"EASEMENTEQUESTRIAN20'-0"WATERDISTRICTEASEMENT54015'-0"
BLDG.
SETBACK
15'-0"
REQ'D.
SETBACK
21'-5"±
SETBACK
15'-0"
REQ'D.
SETBACK
20'-10"±
SETBACK
8'-10"±
CLEAR
9'-2"±
CLEAR
5'-2"CLR.DEVELOPMENT RIGHTS DEDICATED TO THE CITY OF SAN JUAN CAPISTRANO15'-7"
BLDG.
SETBACK
194'-0" MIN. REAR YARD SETBACK338'-0" MIN. FRONT YARD SETBACK115TO FIRE82'-0" TO BARN-0"DRANT211'-0"±-D DRIVE6'-6"±CLEAR(E) T.O.W.+520.62PROPERTY LINE 100.04 FT.PROPERTY LINE 187.57 FT.PROPERTY LINE 309.67 FT.(E) ACCESS ROADPROPERTY LINE 390.57 FT.PROPERTY LINE 227.55 FT.PROPERTY LINE 90.10 FT.(E) RESIDENCE(N) STABLE(E) RETAININGWALLSETBACK LINESETBACK LINE(E) T.O.W.+520.62(E) T.O.W.+518.29(E) CONC.V DITCH(E) V DITCHBURIED(E) 2" GAS LINE(E)SEWERC.O.(E) TOP OF SLOPE(E) TOP OF SLOPE(E) TOP OF
S
L
O
P
E(E) T.O.W.+520.49(E) T.O.W.+522.76(E) T.O.W.+521.34(E) FENCETYP.(E) 5 FT HIGHFENCE TYP.(E) 5 FT HIGHFENCE TYP.(E) 5 FT HIGHFENCE TYP.(E) BRIDGE+504.08(E) CONC.V DITCH(E) PADDOCK& LOFTEW(N) WATER LINE(N) ELECTRIC CONDUIT(E)4" DRAININLET(E)4" DRAININLET(E)4" DRAININLET(E)TREE(E)24" DRAININLET(E)4" DRAININLET(E)4" DRAININLET(E) PADDOCKRSE-20,000SINGLE FAMILYLOT 41 TRACT 6381LOT 42 TRACT 6381LOT 40 TRACT 6381(E) 5 FT HIGHFENCE TYP.(E) 5 FT HIGHFENCE TYP.(E) 5 FT HIGHGATE(E) 5 FT HIGHGATE(E) DIRT ROAD(E) DIRT ROAD(E) 4" SEWER(E) DRIVEWAYDECOMPOSEDGRANITE(E) NATURALVEGETATION(E) LANDSCAPEDSLOPEDIRT(E) NATURALVEGETATIONLIMIT OF WORKLIMIT OF WORK(E) GRADES(E) GRADES(N) MAX. 2 FTHIGH RET. WALLABCDEFGHEXISTING SITE PHOTOS29891 HILLSIDE TERRACELOT 41 TRACT 6381
29891 HILLSIDE TERRACE, SAN JUAN CAPISTRANO
STABLE MATERIALS & COLORS
FARMHOUSE STYLE
standing seam metal roof - galvalume finish
white vinyl windows with painted
trim board (Sherwin Williams)
vapor light
board & batten siding
chestnut color stain
rear side wall shutters
post and beam framing
european style stall gates
exterior wall light
metal awning canopy
Aerial Image of 29891 Hillside Terrace
Subject Lot
Development Rights Restricted Area
Proposed Equestrian Stable
ATTACHMENT 3
Chronology of Requests for Private Improvements
Within the Dedicated Development Rights Area of Tract 6381, Stoneridge
On February 7, 1979, the City Council conditionally approved the Mission Hills Ranch
Homeowners Association Equestrian Center on Lot “I”, in the Dedicated Development
Rights area of the property. The project consisted of twenty-seven (27) pipe stalls
covered with corrugated metal roofing, training arena, lunge area, and hot walker
compatible with the rural setting of the site (Site 1).
On August 18, 1981, the City Council denied a request by James Carmack to
construct an equestrian barn and single-family residence in the dedicated development
rights area of Lot 31, Tract 6381 (SPR 81-02) based on findings that the project,
specifically the proposed residence, was inconsistent with the intent of the “OS” (Open
Space) Zone District.
On August 17, 1982, the City Council approved a license agreement to allow grading and private barns within the dedicated development rights area for Lot 40 (29901 Hillside Terrace), Lot 41 (29891 Hillside Terrace), and Lot 42 (29871 Highview Circle) with each of the proposed barns being about 340 square feet and for no more than two horses (Site 2).
On August 4, 1987, the City Council approved a license agreement on behalf of Mr.
Beck to allow grading and construction of an 880 square foot covered equestrian
paddock in the dedicated development rights area of Lot 35, Tract 6381 (SPR 87-05)
(Site 3).
On December 6, 1988, the City Council approved a license agreement to allow
grading and construction of a private barn and riding arena in the dedicated
development rights area of Lot 31, Tract 6381 at 30081 Hillside Terrace (SPR 88-06).
On January 24, 1989, the Planning Commission approved the site plan to allow
construction of a 1,320 square foot equestrian barn with 3,800 square feet of roof
coverage and a 120' by 60' riding arena. The Commission voted 3-2 with the two
dissenting Commissioner’s stating that the size of the proposed barn was too large and
incompatible with the residential scale of the neighborhood (Site 4).
On March 6, 1990, the City Council approved a license agreement for Robert
Mayer to allow construction of an 880 square foot covered equestrian paddock in the
dedicated development rights area of Lot 36, Tract 6381 (reference CUP 89-12) (Site 5).
On March 16, 1999, the City Council approved a license agreement for Pat & Soto
Kafetzopoulos to allow construction of an 2,412 square foot equestrian barn in the
dedicated development rights area of Lot 43, Tract 6381 (reference CUP 98-08) (Site 6).
On October 21, 2003, the City Council approved a license agreement for Marshall
Eichenauer to construct a 2,500 square foot equestrian barn, grade a 7,500 square foot
building pad, and construct a 10 foot wide driveway to connect the barn area to the
existing equestrian trail at the west edge of the property on Lot 41, Tract 6381 (Site 7).
On July 18, 2017, the City Council approved a license agreement for Chris & Tobi
Coate construct a 1,440 square foot equestrian stable in the dedicated development
rights area of Lot 44, Tract 6381 (Site 8).
On September 3, 2019 the City Council approved a license agreement to allow grading
and private barns within the dedicated development rights area for Lot 25 (27281
Viewpoint Circle) with the proposed barn being about 1,028 square feet (Site 9).