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Submitted by:
Reese L. Anderson
Jon Gillespie
1744 S. Val Vista Drive, Suite 217
Mesa, AZ 85204
Phone: (480) 461-4670
jon.gillespie@pewandlake.com
On behalf of:
GBC Custom Homes
Case Numbers:
ANX21-0005
PLT21-0046
PLH21-0069
PLH23-0011
Harris Place
Preliminary Development Plan Booklet
Preliminary Development Plan Booklet
et
:ƵŶĞ29, 2023
Contents
I.
Narrative........................................................................................................................... 3
II.
Aerial Map ...................................................................................................................... 16
III.
Conceptual Site Plan ...................................................................................................... 18
IV.
Conceptual Landscape Plan ........................................................................................... 21
V.
Conceptual Building Elevations and Floor Plans ............................................................ 23
VI.
Wall Elevations and Site Details ..................................................................................... ϳ8
VII.
Color and Materials Palette ........................................................................................... ϴ4
VIII. Preliminary Grading and Drainage Plan ....................................................................... 104
IX.
Preliminary Plat ............................................................................................................ 107
X.
Legal Description ...........................................................................................................110
I. Narrative
Submitted by:
Reese L. Anderson
Jon Gillespie
1744 S. Val Vista Drive, Suite 217
Mesa, AZ 85204
Phone: (480) 461-4670
jon.gillespie@pewandlake.com
On behalf of:
GBC Custom Homes
Case Numbers:
ANX21-0005
PLT21-0046
PLH21-0069
PLH23-0011
Project Narrative
Harris Place
Annexation, Area Plan Amendment, Rezoning,
Annexation, Area Plan Amendment, Rezoning,
Preliminary Development Plan, and Preliminary Plat
Annexation, Area Plan Amendment, Rezoning,
Preliminary Development Plan, and Preliminary Plat
at
June 29, 2023
Contents
I.
Introduction ..................................................................................................................... 3
II.
Development Requests .................................................................................................... 3
III.
Existing Site Conditions and Relationship to Surrounding Properties ............................. 4
IV.
Preliminary Development Plan ........................................................................................ 4
Street & Circulation .............................................................................................................. 5
Perimeter Landscape & Buffering ......................................................................................... 5
Housing Product.................................................................................................................... 5
Amenities .............................................................................................................................. 6
Utilities & Services ................................................................................................................ 6
V.
Lot Development Standards ............................................................................................ 6
VI.
General Plan Conformance .............................................................................................. 8
VII. Southeast Chandler Area Plan (SECAP) ............................................................................ 8
VIII. PAD Rezoning Analysis ................................................................................................... 10
IX.
Subdivision Diversity Elements ...................................................................................... 10
X.
Conclusion ...................................................................................................................... 12
Narrative Exhibits
Figure 1 – Site Aerial ................................................................................................................. 3
Figure 2 – Relationship to Surrounding Uses ........................................................................... 4
Figure 3 – Existing Zoning Map ................................................................................................. 4
Figure 4 - Conceptual Site Plan ................................................................................................. 6
Figure 5 - Development Standards ........................................................................................... 7
HARRIS PLACE
3
I.
Introduction
Pew & Lake, PLC, on behalf of our client GBC Custom Homes, is pleased to submit this
annexation, area plan amendment, rezoning, preliminary development plan and preliminary
plat application for the property located at 11811 E. Ocotillo Rd. (SWC of 119th Street and
Ocotillo Road) to be known as Harris Place. This proposal is for the development of nine (9),
custom-built, single-family, detached homes featured on lots ranging from 7,473-9,786
square feet.
The total site is approximately 3.4 net acres (4.93 gross) and is identified on the Maricopa
County Assessor’s map as parcel numbers 303-46-975A and -980A. The subject parcels are
shown on the aerial below outlined in red.
Figure 1 – Site Aerial
II.
Development Requests
This application contains five(5) requests:
1. Annexation from Unincorporated Maricopa County to the City of Chandler;
2. Kerby Property Area Plan Amendment from Larger Lots RU-43 to PAD for Single-Family
Residential;
3. Approval to rezone the site from Maricopa County Rural 43 (RU-43) to Planned Area
Development Overlay (PAD) for Single-Family Residential;
4. Approval of a Preliminary Development Plan (PDP); and
5. Approval of the Preliminary Plat as submitted.
Ocotillo Road
McQueen Road
119th Street
HARRIS PLACE
4
III.
Existing Site Conditions and Relationship to Surrounding Properties
The subject parcel is currently utilized for residential uses and would be razed prior to
development. It is unremarkable in its topography. The General Plan Land Use Designation
for the subject parcel and surrounding properties is Neighborhood and they are designated
with the Rural/Agrarian Character land use designation within the Southeast Chandler Area
Plan (SECAP). The surrounding uses and zoning are shown in the table below.
Figure 2 – Relationship to Surrounding Uses
Direction
Existing Zoning
Existing Use
North
Park
Ocotillo Road; Paseo Vista City of Chandler Recreational Area
East
PAD
119th Street; Single Story Commercial (Wells Fargo & Walgreens)
South
RU-43
(Maricopa County)
Single residence
West
PAD
Kerby Way; Open Space; Single residence
Project
Site
RU-43
(Maricopa County)
Single residence
As detailed in Figure 2 above and Figure 3 below, the project site is currently zoned RU-43
with the site outlined in blue.
Figure 3 – Existing Zoning Map
IV.
Preliminary Development Plan
As discussed above, the site is requested to be zoned PAD Residential for a high-quality single-
family development. The proposed PAD is compatible with the City’s General Plan, the
SECAP, and the surrounding area. The proposed layout incorporates open spaces and a visual
cohesiveness of landscape and architectural elements that create a high-quality residential
neighborhood.
SITE
HARRIS PLACE
5
The proposed development features nine (9), custom-built, single-family, detached homes
featured on lots ranging from 7,473-9,786 square feet (average lot area 8,371 square feet).
This proposal will yield a quaint neighborhood which utilizes currently underdeveloped land
in a manner commensurate with the nearby Kerby Estates subdivision and Paseo Vista Park.
Street & Circulation
These homes will gain access from Kerby Way via a 50’ public ROW cul-de-sac street with 5
foot wide, ADA accessible sidewalks. Providing a public street will ensure a viable
homeowners association which is not burdened with street maintenance. Parking will be
allowed on both sides of the street, providing for more than ample guest parking areas.
Minimal traffic impacts are forecast for this 9-home subdivision. The entrance to the site is
situated at least 125 feet from the Ocotillo Road intersection, per the City of Chandler’s
standards, and has been granted a distance waiver of 95 feet from the 118th Street/Kerby
intersection.
Perimeter Landscape & Buffering
Large landscape buffers are placed between an undulating perimeter wall and the adjacent
public streets. The perimeter wall is setback 25 feet from Kerby and 119th and an average of
45 feet from Ocotillo Road. Special care is taken to create additional buffering and an
aesthetic appearance to surrounding public streets with minimum 25-foot building setbacks
required on the rear of lots. If a home is two stories, then the second story element must be
a minimum of 35 feet from the rear property line for a minimum of 50% of the rear façade.
The subdivision entrance is marked with landscaping which presents a rural character. The
overall plant palette for Harris Place has been developed to complement a rural agrarian
theme. The plant palette consists of an array of colors and textures which will create an
attractive experience for those who live there and those traveling on Ocotillo Road. The
design will focus on mixing colors and textures to provide screening, shade, and visual
interest. All of the plant species can be found on the Arizona Department of Water
Resources, “Low Water Use Plant List.”
Housing Product
Traditional ranch, desert southwest, mediterranean, and modern contemporary theme
options are provided with the building elevations. The custom housing product will comply
with the City of Chandler Residential Development Standards and the SECAP Single Family
Residential Guidelines. As a small lot, custom home project, the project avoids “sameness”
and yet provides for desirable unifying elements. There are nine unique elevation facades
with additional variable material options on each design.
Each home has 360-degree architecture and provides unique architectural elements such as
arches, decorative wrought iron elements, and popouts.
HARRIS PLACE
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The livable square footage in these custom home’s ranges from 3,281 to 4,688 square feet.
Each home has a three-car garage and 4-6 bedrooms with a commensurate number of
bathrooms. Garages will be pre-wired to provide 240V electrical capacity necessary to
accommodate future electric vehicle charging equipment.
Amenities
A community ramada and open space area creates a central gathering place for neighbors
and meets the needs of this quiet, modest subdivision.
Utilities & Services
Water and sewer services and other utilities will be supplied via the connections to the
adjacent systems.
Please see the proposed site plan in Figure 4 below.
Figure 4 - Conceptual Site Plan
V.
Lot Development Standards
The Harris Place development standards are based off the City of Chandler SF-8.5 standards
as modified by this PAD. The proposed development standards which guide the development
are referenced in Figure 5 on the next page. Deviations from the base SF-8.5 standards are
bolded.
HARRIS PLACE
7
Figure 5 - Development Standards
The PAD development standards ensure that this community maintains superior
characteristics for a community of its size and location.
The Lot Size is appropriate given the projects 35–53 foot landscape setbacks from the arterial
street and the high-quality custom architecture.
Minor deviations to the landscape setbacks along Kerby and 119th (25 feet where 30 feet
required by Section 35-1902.4.a.2) are justified by the extra landscape setback provided
along Ocotillo Road.
Standard
SF-8.5
PAD Proposed
Maximum Height (ft)
35
35
Minimum Lot Width (ft)
68 typical with 20’ wide
driveways on Lots 7 & 8
Minimum Lot Depth (ft)
93
Minimum Lot Area (sq. ft.)
8,500
7,473
Minimum Yard (ft)
Front (ft) – To Livable Area
NA
12
Front (ft) – To Garage
NA
20
Side (ft)
5
5
Aggregate Sides (ft.)
15
15
Rear (ft) – To First Floor
10
25
Rear (ft) – To Second Floor
10
35
Accessory Building Side Setback (ft)
Accessory Building Rear Setback (ft)
Meet minimum rear yard and
side yard setbacks for zoning
district lot is located within
5
10
Max. Lot Coverage (%)
40%
50%
Parking Spaces Required (Covered)
2
2
Landscape Intersection Setback
Arterial street with any other
street (119th along Ocotillo)
Arterial street with any other
street (Kerby along Ocotillo)
Arterial street with any other
street (Ocotillo along 119th)
Arterial street with any other
street (Ocotillo along Kerby)
50’ by 100’
50’ by 100’
30’ by 100’
30’ by 100’
53’ by 151’
45’ by 161’
25’ by 100’
25’ by 100’
HARRIS PLACE
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VI.
General Plan Conformance
The proposed development concepts are consistent with the intent of the City of Chandler
General Plan. The area is designated as Neighborhood under the General Plan, which allows
for varying densities of residential including the proposed density. In this case, the
compatibility with and transition from surrounding neighborhoods warrants approval.
The proposed development is highlighted by its achievement of the following Community
Placemaking Policies in the General Plan:
1. Emphasize developing a balance of land uses that support community building and a
healthy lifestyle while ensuring a positive overall community benefit (1.11.a Land Use
and Development)
2. Provide for a variety of housing choices for all income levels (1.12.a Housing and
Neighborhoods)
3. Promote a compatible mix of housing types in infill areas (1.12.b Housing and
Neighborhoods)
4. Concentrate on improving housing affordability citywide (1.12.g Housing and
Neighborhoods)
5. Improve transition between and continuity of old and new neighborhoods (1.12.m
Housing and Neighborhoods)
The property is located within the Southeast Chandler Area Plan (SECAP) and is currently
designated for a Rural/Agrarian Character under the Area Plan. The proposed residential use
conforms with the area plan. The project envisions a density of 2.65 du/ac, which is within
the range considered acceptable in the Rural/Agrarian Character area.
VII.
Southeast Chandler Area Plan (SECAP)
The property is located within the SECAP and aims to recognize Chandler’s rural lifestyles and
natural environment while delivering a modern community. The proposal meets the specific
PAD Development Standards outlined in Section B of the SECAP in the following ways:
HARRIS PLACE
9
The following table details the PAD Development Amenities provided in over to achieve a
2.65 du/ac density with two optional points required.
Regulation
Development Standard
On average, provide 45-foot wide landscaped setback
(measured from the curb line to the fence wall) along
arterials.
On average, a 45 foot landscape setback is provided
along Ocotillo Road. Street plantings and landscape
are desert themed and compatible.
Use subdivision techniques that reduce the number
of houses backing up to arterial streets.
This small parcel maintains setbacks from Ocotillo Rd
varying between 35-53’ with an undulated perimeter
wall in addition to a minimum 25 foot rear setback on
each lot with varying rear building articulation.
Provide staggers or other breaks in perimeter fence
walls adjoining arterial streets.
Staggers in the perimeter wall occur at least every 100
feet with retention basins placed along the arterial
providing an interesting and diverse view.
Provide rural character entry features from arterial
streets.
There are no entries from arterial streets. The entry
into this small community is marked with the use of
specimen landscaping materials in conjunction with the
enhanced wall details.
When backing onto an arterial street, the rear yard
setback for a two-story elevation shall be a minimum
of 40 feet, a minimum of 30 feet for a one-story
elevation.
This small parcel maintains setbacks from Ocotillo Rd
varying between 35-53’ with an undulated perimeter
wall in addition to a minimum 25 foot rear setback on
each lot with varying rear building articulation. Two
story homes maintain a 35 foot setback to the second
story.
Side yards shall be a minimum of 10 feet on each
side, with a minimum of 20 feet separation between
homes.
Minimum seperation between homes in this small
subdivision is 15 feet with 5 and 10 foot staggers.
Multiple elevation types are provided to secure visual
diversity.
Regulation
Development Standard
Neighborhood playlots/pocket parks provided as
appropriete and located no greater than 1,320 feet
from any dwelling unit. (Item A-1 Required)
A centralized pocket park with a ramada and BBQ area
is accessible to all lots within a walking distance of no
more than 270 feet.
Exceed 10% open space requirement by a minimum
of an additional 2.5% (i.e. minimum 12.5% open space
requirement). (Item A-4 Required)
Total common open space for the project is over 1 acre
which is 29.9% of the site.
Exceed 10% open space requirement by a minimum
of an additional 10% (i.e. minimum 20% open space
requirement). (Item A-7 Optional – 2 points)
Total common open space for the project is over 1 acre
which is 29.9% of the site.
HARRIS PLACE
10
The proposal conforms with the SECAP Residential Design Guidelines with custom
architecture which will not create a monotonous suburban feel. The significant perimeter
landscape buffer will contribute to a rural feel for this small subdivision.
VIII.
PAD Rezoning Analysis
This development meets the intent, objectives, and general requirements of the PAD
designation based on its practical site planning, usable open space, fulfillment of General Plan
policies, and maintenance of reasonable quality of living standards. The proposal is in
conformance with the General Plan. The rezoning of this parcel and proposed project will
have no affect on the cost of constructing housing in the area.
Adjacent to the site and within the immediate surrounding area, there are various residential
developments with similar lot sizes. The proposed development will integrate into the
surrounding area and enhance growth patterns in this area while maintaining appropriate
transitions to existing development.
IX.
Subdivision Diversity Elements
The conventional criteria of single-family detached housing do not lend themselves to
describing the subdivision layout for a small, infill site. Harris Place has been planned as a
PAD residential subdivision reflecting the character and uses the City is striving to achieve for
this area. Additionally, the City’s Residential Subdivision Diversity Standards were devised
without considering development on relatively small, infill properties. Nevertheless, Harris
Place is designed to meet the spirit and intent of many of the City’s Residential Subdivision
Diversity Standards as is detailed on the next page.
HARRIS PLACE
11
Required 8 Elements
1. Sense of neighborhood arrival
A sense of neighborhood arrival has been provided
through the design of the entrance and landscaping.
2. Distinctive project themes
Harris Place has a distinct character reinforced by the
shape and materials of the housing product, the
amenity area and the site walls.
3. Vehicular access to rear yards
10’ side yard setback will allow for vehicular access to
rear yards.
4. Deeper rear yard setbacks for 2-story homes
Proposed rear yard setbacks are 10’ deeper for 2-story
homes than 1-story homes.
5. Irregular shaped retention basins, max. 4:1 slope
Hazelwood will have irregular shaped retention basins
with a maximum 4:1 slope.
6. Design and improve retention areas to be useable
and accessible
The turf within the retention basins is designed to
visually soften the slopes.
7. Provide a minimum 10-foot landscape parkway
from r-o-w line to fence in a common area when lots
back onto an arterial street and 5 feet when backed
to a local or collector
The development provides an average of 45’ wide
landscaped setback measured from the curb line to the
fence wall along Ocotillo Road with 25’ setbacks
elsewhere.
8. Provide staggers or other visual breaks in perimeter
fence walls adjoining arterial streets
Harris Place provides a visual break in the theme wall
along Ocotillo Road.
Optional 10 Elements
1. Provide a curvilinear street system with safe traffic
sight visibilities, particularly at intersections.
Entry to this small site is marked with a curved street to
align with Kerby Way configuration and create an
appealing cul-de-sac.
2. Provide a number of cul-de-sacs with a diversity
feature, such as a landscaped island, or access to
common open space, etc.
Access to the common open space is achieved from the
cul-de-sac.
5. Group wider side yards on adjoining lots or arrange
lots in another fashion to add diversity.
Diversity is achieved with unique housing elevations
which create a staggered visual.
7. Widen corner lots by at least ten (10) ft. more than
the interior lots on that block or include a ten (10)
feet wide landscape tract on the street side of the lot.
The single corner lot has a 25-foot street perimeter
setback.
11. Stagger the rear setback lines for all lots backing
onto an arterial street by ten (10) ft. or more (no rear
yard setback shall be less than twenty (20) ft. from the
property line to a single story structure, and not less
than thirty (30) ft. for a two-story setback). A covered
patio may extend into this minimum rear yard setback
no more than ten (10) ft, provided however, that a
minimum twenty (20) ft. setback from the rear
property line to the patio cover posts is retained,
provided however, that a minimum twenty (20) ft.
setback from the rear property line to the patio cover
posts is retained.
Rear walls are staggered along Ocotillo Road and
create varying rear setback lines. Various elevation
designs provide opportunity for a variety of elevation
choices to provide further movement between facades.
HARRIS PLACE
12
X.
Conclusion
The Harris Place project will provide a high-quality custom home product within the City of
Chandler which appropriately transitions to surrounding neighborhoods and contributes to
additional housing choices in this area.
This application is consistent with the land use patterns already established in the immediate
area and is therefore compatible with the vision established by the City of Chandler General
Plan and the standards established in the Zoning Ordinance for the PAD overlay zone. The
applicant and property owner look forward to working with the City of Chandler to create
this quality project and respectfully request approval of this application.
13. Within a multi-parcel PAD, provide a differential of
at least 2,000 sq. ft. between the minimum lot size of
two (2) or more parcels.
The largest lot in this 9-lot subdivision is 9,786 square
feet and the smallest is 7,473 square feet. This is a
differential of 2,313 square feet.
20. Provide a minimum twenty (20) foot landscaped
parkway along arterial streets, measured from the
right-of-way line to the fence.
Minimum landscape parkway of 35 feet is provided to
Ocotillo Road with average of 45 feet.
Additional other subdivision features under the PAD
include:
Providing an ideal street community with a centralized
meeting place.
Providing 4 architectural styles in a 9-lot subdivision,
representing a diverse architectural palette.
Providing a public street which yields abundant parking
given the small lot count.
II. Aerial Map
Maricopa County GIO, Maricopa County
O
7/24/2021 6:08:54 PM
Map of Property
III. Conceptual Site Plan
JOB
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5/24/2023
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A r l i e n n e
C r e a t i o n s
SECTION B - PAD DEVELOPMENT STANDARDS
1)
AVERAGE 45' WIDE LANDSCAPE SETBACK (CURB LINE TO FENCE
WALL)
2)
REDUCE NUMBER OF HOUSES BACKING UP TO ARTERIAL STREET.
THIS STANDARD IS A HARDSHIP FOR THIS PARCEL HAVING TWO
THIRDS OF ITS PERIMETER FACING ROADWAYS WITH ITS LIMITED
SIZE. FRONT YARD SETBACKS 20' MIN. TO GARAGE FACE 12' MIN.
TO NON-GARAGE ELEMENTS. REAR 25' MIN. TO ONE STORY
ENCLOSED BUILDING AND 35' MIN. TO TWO STORY ENCLOSED
BUILDING ELEMENT. PATIOS AND NON-COVERED DECKS MAY
EXTEND INTO REAR YARD TO WITHIN 15' OF REAR PROPERTY LINE.
SIDE YARDS 5' MIN. AND 15' AGGREGATE.
3)
PROVIDE STAGGER OR OTHER BREAKS IN PERIMETER FENCE WALLS
ADJOINING ARTERIAL STREETS.
4)
PROVIDE RURAL CHARACTER ENTRY FEATURES FROM ARTERIAL
STREETS INTO PADS.
ii-THEME DETAILS, vi- FAUX STONE, viii- USE OF SPECIMEN
LANDSCAPING MATERIALS AT ENTRIES, AND xi- ENHANCED WALL
DETAILS WITH COMMUNITY SIGNING.
5)
PROVIDE FOUR SIDED ELEVATIONS DISPLAYING A MINIMUM OF
THREE DISTINCTIVE ELEVATION STYLES PER FLOOR PLAN.
ARCHITECTURAL STYLES OF SPANISH, RANCH, AND
CONTEMPORARY ARE BEING CONSIDERED WITH (2) TWO STORIES
AND (1) ONE STORY MODELS.
x
AT PERIMETER LOTS THE REAR SETBACK WILL BE 25' TO ONE STORY
ELEMENTS AND 35' TO TWO STORY ELEMENTS TO PROVIDE ROOF
LINE DIVERSITY. ALL REAR FACING LOTS WILL HAVE A MINIMUM
50% OF ITS BUILDING FRONTAGE AS ONE STORY ELEMENTS FOR A
MINIMUM 10' DEEP.
x
SIDE AND REAR FACING ELEVATIONS VISIBLE FROM ARTERIAL
STREETS, COLLECTOR STREETS AND PUBLIC OPEN SPACES WILL
HAVE VARYING SIDE OR REAR POP OUTS., TREATMENTS,
SIGNIFICANT ROOF PLANE VARIATIONS IN HEIGHT ELEVATIONS,
STEPPING AND WALL ANGLES. A MINIMUM OF 10 COLOR
VARIATIONS AND A VARIETY OF ROOFING COLORS, TEXTURES
AND SHAPES.
x
A PORTION OF FLOOR PLANS WILL OFFER FRONT PORCHES AND
ON ALTERNATE GARAGE DESIGN SUCH AS SIDE ENTRY, OFFSET OR
RECESSED FORWARD FACING AND TANDEM GARAGES. NO
MORE THAN TWO IDENTICAL SIDE BY SIDE ROOF SLOPES SHOULD
BE PROVIDED. SEE NOTE B UNDER SITE INFORMATION FOR PLANS
WITH REAR FACING LOTS ON ARTERIAL STREETS.
x
SECTION C COMMUNITY AMENITIES FOR DENSITY INCENTIVES. THIS
COMMUNITY IS PROPOSED TO HAVE 9 LOTS (2.658 du/ac) UNDER
TABLE II-A WE WOULD FOLLOW INCREMENT 1-GREATER THAN 2.5
du/ac TO 2.75 du/ac.
x
AMENITIES A-1 AND A-4 ARE REQUIRED AND WILL BE PROVIDED.
ITEM A-7 WILL BE PROVIDED WITH OPEN AREA EXCEEDING 30% (+2
POINTS). ITEM A-20 WE ARE PROPOSING A COVERED RAMADA
INCLUDING PICNIC TABLES/ BENCHES AND BBQ GRILLS (+1
POINT). A TOTAL OF 3 POINTS IS ANTICIPATED IN ADDED
AMENITIES.
NTS
N
PLANNED AREA DEVELOPMENT OVERLAY-PAD FOR SINGLE FAMILY RESIDENTIAL
AREA:
8178 S.F. AVERAGE
COVERAGE:
50% TO ALLOW MORE PLAN DIVERSITY OPTIONS
SETBACKS:
FRONT YARD SETBACKS 20' MIN. TO GARAGE FACE 12' MIN. TO NON-GARAGE ELEMENTS.
REAR 25' MIN. TO ONE STORY ENCLOSED BUILDING AND 35' MIN. TO TWO STORY ENCLOSED
BUILDING ELEMENT. PATIOS AND NON-COVERED DECKS MAY EXTEND INTO REAR YARD TO
WITHIN 15' OF REAR PROPERTY LINE. SIDE YARDS 5' MIN. AND 15' AGGREGATE.
BUILDING HEIGHTS:
25' AT SETBACK UP TO 35'
LOT WIDTH:
68' WIDE MIN.
LOT 1:
8092 SQ. FT.
LOT 6:
8052 SQ. FT.
LOT 2:
8156 SQ. FT.
LOT 7:
9786 SQ. FT.
LOT 3:
8503 SQ. FT.
LOT 8:
7603 SQ. FT.
LOT 4:
8840 SQ. FT.
LOT 9:
7473 SQ. FT.
LOT 5:
8840 SQ. FT.
TOTAL LOT AREA:
75,345 S.F.
AVERAGE LOT AREA:
8371.66 S.F.
ROADWAY:
27,936.69 S.F.
OPEN SPACE AREAS:
FRONTAGE:
34,326.40 S.F.
INTERIOR:
9,924.42 S.F.
44,250.82 S.F. = 29.9%
TOTAL AREA:
147,532.50 S.F./ 3.38 ACRES
8092 SQ. FT.
8156 SQ. FT.
8503 SQ. FT.
8840 SQ. FT.
8840 SQ. FT.
8052 SQ. FT.
9,786 SQ. FT.
7603 SQ. FT.
7473 SQ. FT.
SCALE: 1" = 30'
N
±53'
35'
45'
40'
45'
8'
PUE
12'
SETBACK
TO NON-
GARAGE
20' TO
GARAGE
FACE
5'
10'
5' MIN.
15' AGGREGATE
15'x15' COVERED
RAMADA WITH PICNIC
BENCH AND BBQ PER
LANDSCAPING
25' REAR
SETBACK
AT ONE
STORY
35' REAR
SETBACK
AT TWO
STORY
17'-6"
6" CURB
20'
20'
R 275' (R 250'
MIN.)
25'
5' SIDEWALK
5'
5' MIN.
15' AGGREGATE
35' REAR
SETBACK AT
TWO STORY
25' REAR
SETBACK AT
ONE STORY
8'
PUE
±22'-2"
±584'-9"
±534'
16'
WATERLINE
EASEMENT
PROVIDE
LANDSCAPED
PEDESTRIAN PATH
TO 119TH ST.
25'
R/W
25'
R/W ±9'-2"
72'-7"
±190'-8"
5' SIDEWALK
±161'-10"
FRONTAGE LANDSCAPE 35' MIN.
TO 50' AVERAGE 45' DEEP
±151'
16' TO
R/W
COMMON
TRACT B
±25'-10"
30' R/W
25'
25' R/W
10'
20' TO GARAGE
FACE
12' SETBACK TO
NON-
GARAGE
20'
20'
COMMON
TRACT A
N 00°11'28" E
0.24'
S 89°23'30" W
S 89°23'30" W
N 00°09'02" E
48.74'
S 89°23'30" W
S 00°00'19" W
22.41'
N 89°23'30" E
N 44°48'35" E
27.67'
42.02'
N 0°12'05" E
45.02'
R=277.10'
L=122.16'
D=25°15'28"
N 0°21'44" E
S 49°10'51" E
S 89°38'16" E
3.53'
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SECTION B - PAD DEVELOPMENT STANDARDS
1)
AVERAGE 45' WIDE LANDSCAPE SETBACK (CURB LINE TO FENCE
WALL)
2)
REDUCE NUMBER OF HOUSES BACKING UP TO ARTERIAL STREET.
THIS STANDARD IS A HARDSHIP FOR THIS PARCEL HAVING TWO
THIRDS OF ITS PERIMETER FACING ROADWAYS WITH ITS LIMITED
SIZE. FRONT YARD SETBACKS 20' MIN. TO GARAGE FACE 12' MIN.
TO NON-GARAGE ELEMENTS. REAR 25' MIN. TO ONE STORY
ENCLOSED BUILDING AND 35' MIN. TO TWO STORY ENCLOSED
BUILDING ELEMENT. PATIOS AND NON-COVERED DECKS MAY
EXTEND INTO REAR YARD TO WITHIN 15' OF REAR PROPERTY LINE.
SIDE YARDS 5' MIN. AND 15' AGGREGATE.
3)
PROVIDE STAGGER OR OTHER BREAKS IN PERIMETER FENCE WALLS
ADJOINING ARTERIAL STREETS.
4)
PROVIDE RURAL CHARACTER ENTRY FEATURES FROM ARTERIAL
STREETS INTO PADS.
ii-THEME DETAILS, vi- FAUX STONE, viii- USE OF SPECIMEN
LANDSCAPING MATERIALS AT ENTRIES, AND xi- ENHANCED WALL
DETAILS WITH COMMUNITY SIGNING.
5)
PROVIDE FOUR SIDED ELEVATIONS DISPLAYING A MINIMUM OF
THREE DISTINCTIVE ELEVATION STYLES PER FLOOR PLAN.
ARCHITECTURAL STYLES OF SPANISH, RANCH, AND
CONTEMPORARY ARE BEING CONSIDERED WITH (2) TWO STORIES
AND (1) ONE STORY MODELS.
x
AT PERIMETER LOTS THE REAR SETBACK WILL BE 25' TO ONE STORY
ELEMENTS AND 35' TO TWO STORY ELEMENTS TO PROVIDE ROOF
LINE DIVERSITY. ALL REAR FACING LOTS WILL HAVE A MINIMUM
50% OF ITS BUILDING FRONTAGE AS ONE STORY ELEMENTS FOR A
MINIMUM 10' DEEP.
x
SIDE AND REAR FACING ELEVATIONS VISIBLE FROM ARTERIAL
STREETS, COLLECTOR STREETS AND PUBLIC OPEN SPACES WILL
HAVE VARYING SIDE OR REAR POP OUTS., TREATMENTS,
SIGNIFICANT ROOF PLANE VARIATIONS IN HEIGHT ELEVATIONS,
STEPPING AND WALL ANGLES. A MINIMUM OF 10 COLOR
VARIATIONS AND A VARIETY OF ROOFING COLORS, TEXTURES
AND SHAPES.
x
A PORTION OF FLOOR PLANS WILL OFFER FRONT PORCHES AND
ON ALTERNATE GARAGE DESIGN SUCH AS SIDE ENTRY, OFFSET OR
RECESSED FORWARD FACING AND TANDEM GARAGES. NO
MORE THAN TWO IDENTICAL SIDE BY SIDE ROOF SLOPES SHOULD
BE PROVIDED. SEE NOTE B UNDER SITE INFORMATION FOR PLANS
WITH REAR FACING LOTS ON ARTERIAL STREETS.
x
SECTION C COMMUNITY AMENITIES FOR DENSITY INCENTIVES. THIS
COMMUNITY IS PROPOSED TO HAVE 9 LOTS (2.658 du/ac) UNDER
TABLE II-A WE WOULD FOLLOW INCREMENT 1-GREATER THAN 2.5
du/ac TO 2.75 du/ac.
x
AMENITIES A-1 AND A-4 ARE REQUIRED AND WILL BE PROVIDED.
ITEM A-7 WILL BE PROVIDED WITH OPEN AREA EXCEEDING 30% (+2
POINTS). ITEM A-20 WE ARE PROPOSING A COVERED RAMADA
INCLUDING PICNIC TABLES/ BENCHES AND BBQ GRILLS (+1
POINT). A TOTAL OF 3 POINTS IS ANTICIPATED IN ADDED
AMENITIES.
NTS
N
PLANNED AREA DEVELOPMENT OVERLAY-PAD FOR SINGLE FAMILY RESIDENTIAL
AREA:
8178 S.F. AVERAGE
COVERAGE:
50% TO ALLOW MORE PLAN DIVERSITY OPTIONS
SETBACKS:
FRONT YARD SETBACKS 20' MIN. TO GARAGE FACE 12' MIN. TO NON-GARAGE ELEMENTS.
REAR 25' MIN. TO ONE STORY ENCLOSED BUILDING AND 35' MIN. TO TWO STORY ENCLOSED
BUILDING ELEMENT. PATIOS AND NON-COVERED DECKS MAY EXTEND INTO REAR YARD TO
WITHIN 15' OF REAR PROPERTY LINE. SIDE YARDS 5' MIN. AND 15' AGGREGATE.
BUILDING HEIGHTS:
25' AT SETBACK UP TO 35'
LOT WIDTH:
68' WIDE MIN.
LOT 1:
8092 SQ. FT.
LOT 6:
8052 SQ. FT.
LOT 2:
8156 SQ. FT.
LOT 7:
9786 SQ. FT.
LOT 3:
8503 SQ. FT.
LOT 8:
7603 SQ. FT.
LOT 4:
8840 SQ. FT.
LOT 9:
7473 SQ. FT.
LOT 5:
8840 SQ. FT.
TOTAL LOT AREA:
75,345 S.F.
AVERAGE LOT AREA:
8371.66 S.F.
ROADWAY:
27,936.69 S.F.
OPEN SPACE AREAS:
FRONTAGE:
34,326.40 S.F.
INTERIOR:
9,924.42 S.F.
44,250.82 S.F. = 29.9%
TOTAL AREA:
147,532.50 S.F./ 3.38 ACRES
S. 119th ST.
S. 118th ST.
S. KERBY WAY
±53'
35'
45'
40'
45'
8'
PUE
12'
SETBACK
TO NON-
GARAGE
20' TO
GARAGE
FACE
5'
10'
5' MIN.
15' AGGREGATE
15'x15' COVERED RAMADA
WITH PICNIC BENCH AND
BBQ PER LANDSCAPING
25' REAR
SETBACK AT
ONE STORY
35' REAR
SETBACK AT
TWO STORY
17'-6"
6" CURB
R52'
R26'
20'
20'
R 275' (R 250' MIN.)
25'
8092 SQ. FT.
8156 SQ. FT.
8503 SQ. FT.
8840 SQ. FT.
8840 SQ. FT.
8052 SQ. FT.
9,786 SQ. FT.
7603 SQ. FT.
7473 SQ. FT.
5' SIDEWALK
5'
5' MIN.
15' AGGREGATE
35' REAR
SETBACK AT
TWO STORY
25' REAR
SETBACK AT
ONE STORY
8'
PUE
±22'-2"
SCALE: 1" = 30'
N
±584'-9"
±534'
16'
WATERLINE
EASEMENT
PROVIDE
LANDSCAPED
PEDESTRIAN PATH
TO 119TH ST.
25' R/W
25' R/W
±9'-2"
72'-7"
±190'-8"
5' SIDEWALK
±161'-10"
FRONTAGE LANDSCAPE 35' MIN.
TO 50' AVERAGE 45' DEEP
±151'
16' TO
R/W
COMMON
TRACT B
COMMON
TRACT A
±25'-10"
30' R/W
25'
25' R/W
10'
20' TO
GARAGE
FACE
12'
SETBACK
TO NON-
GARAGE
20'
20'
IV. Conceptual Landscape Plan
V. Conceptual Building Elevations and
Floor Plans
BODY
FLAT TILE ROOFING
VERTICAL SIDING
STANDARD GARAGE DOOR GLASS
STANDARD BRICK VENEER
FASCIA
SHUTTERS
POPOUTS
GARAGE DOOR
OUTRIGGERS
DECORATIVE VENTS
FRONT DOOR
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
BODY
"S" TILE ROOFING
POPOUTS
FASCIA
OPT. STONE
DECORATIVE TILE INSERTS
FRONT DOOR
GARAGE DOOR
BODY
POPOUTS
FRONT DOOR
BODY OR COLOR BLOCKING
FASCIA
FLAT TILE ROOF
BODY EXPANSION CONTROL
JOINTS/ OPT. STONE
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
BODY OR COLOR BLOCKING
BODY
STANDARD GARAGE DOOR GLASS
GARAGE DOOR
OPTIONAL STONE
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SEE SHEET A2.2 FOR
ELEV. 'A' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' AND 'C'
PATIO
COVERED ENTRY AT ELEV. 'A' & 'B'
3 BAY TANDEM GARAGE
LIVABLE
163 SQ. FT.
33 SQ. FT.
645 SQ. FT.
3142 SQ. FT.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
(12' CLG. AT ELEV. 'C')
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
OPTIONAL
CABINETS
OPTIONAL CABINETS
10' CLG.
10' CLG.
OPT. DEN IN LIEU OF TANDEM (3 BAY
TAND. GAR. REDUCES BY)
149 SQ. FT.
OPT. DEN 2 IN LIEU OF TANDEM (3
BAY TAND. GAR. REDUCES BY)
172 SQ. FT.
10' CLG.
(12' CLG. AT
ELEV. 'C')
ISLAND
10' CLG.
COVERED ENTRY AT ELEV. 'C'
56 SQ. FT.
1828 FX BLACKOUT
14'-8" HDR. ABV.
10' CLG.
(12' CLG. AT
ELEV. 'C')
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
76'-0"
53'-0"
82'-6"
77'-6"
5'-0"
15'-0"
19'-0"
19'-0"
5'-0"
18'-0"
13'-6"
21'-6"
1'-6"
20'-10"
20'-6"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
ELEV. 'B' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'C' SHOWN
SCALE: 1/4"=1'-0"
2x6 WALL AT
ELEV. 'C'
2x6 WALL AT
ELEV. 'C'
2x6 WALL AT
ELEV. 'C'
2x6 WALL AT
ELEV. 'C'
2x6 WALL AT
ELEV. 'C'
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
15' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
OPTIONAL
CABINETS
(2) 13"x24" OPENINGS 8"
APART 14'-4" HDR.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
12' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
OPTIONAL
CABINETS
OPTIONAL CABINETS
10' CLG.
12' CLG.
ISLAND
12' CLG.
5620 FX 14'-4"
HDR. ABV.
16' CLG.
10' CLG.
20'-10"
20'-6"
20'-10"
20'-6"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
4
12
4
12
10'-0"
15' PL.
10'-0"
15' PL.
10'-0"
+2"
+4"
+2"
+4"
2"
4"
+2"
6"
3"
2"
3"
+6"
+4"
4"
3"
2"
5"
3"
3"
4"
9'-0"
4"
2'-0"
4"
2"
8"
2"
3"
5'-6"
4"
+4"
+2"
+2"
+3"
+4"
4"
4"
4"
4" 2"
+2"
6"
3"
4"
3"
6"
2"
5"
2"
4"
6"
+6"
SLOPE FROM
+4" TO +2"
+2"
+2"
8"
8'-4"
8"
2'-4"
4"
2'-0"
4"
2"
1'-1"
8"
1'-1"
+2"
+2"
+2"
8"
3"
1'-0"
1'-0"
1'-0"
+4"
+4"
STONE
HDR.
±17'-5" A.F.F.
±17'-7" A.F.F.
1'-0"
1'-0"
10'-0"
16' PL.
10'-0" PLATE
-6"
11'-6" BEYOND
+6"
2"
4"
4"
A
A8.1
8
11 7 8" TJI'S w/ 14"
PITCH
2x6's w/ 2:12 PITCH
ROOF
BEYOND
13' PARAPET
4"
13'-10" HDR.
8'-10"
+2"
1'-10"
+4"
6"
6"
+2"
+2"
+3"
4"
1'-0"
±18'-10" A.F.F.
1'-4"
2"
2'-0"
2.5
12
2.5
12
+4"
+4"
3"
9
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
1
1
1
2
2
2
3
3
3
4
+2"
7
8
8
5
6
5
6
3"
3"
-2"
+2"
7
5
5
12
12
14
17
18
13
13
5
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
4
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
3
12
4'-0"
2"
+4"
+2"
6"
4"
4"
2"
2"
10'-0"
+3"
+2"
2'-0"
±17'-5" A.F.F.
10'-0"
2'-0"
+3"
+2"
2'-0"
3
12
1'-6"
1'-6"
4"
+4"
4"
4"
6"
+2"
±17'-7" A.F.F.
±17'-5" A.F.F.
10'-0"
4'-0"
+2"
+2"
10'-0"
12
2
±18'-10" A.F.F.
10'-0"
16' PL.
9'-0"
1'-0"
1'-4"
1'-4"
1'-0"
1'-4"
1'-0"
1'-0"
1'-0"
1'-0"
+4"
4"
3"4"
+2"
7'-2" AT MASTER BATH
7'-2" AT MASTER BATH
7'-2" AT MASTER BATH
+2"
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
8'-0"
8'-0"
8'-0"
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
3
3
3
1
1
1
8
10
4
10
14
14
2
2
2
2
2
2
8'-6"
1'-4"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
LOCATION OF 5050 XO
AT DEN 2 OPTION
LOCATION OF 4050 XO AT
STANDARD AND DEN 1 OPTION
LOCATION OF 5050 XO
AT DEN 2 OPTION
LOCATION OF 4050 XO AT
STANDARD AND DEN 1 OPTION
LOCATION OF 5050 XO
AT DEN 2 OPTION
LOCATION OF 4050 XO AT
STANDARD AND DEN 1 OPTION
+2"
1'-0"
+2"
8"
3"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10'-0"
±17'-5" A.F.F.
1'-0"
4
12
10'-0"
1'-0"
+4"
+2"
6"
4"
4"
2"
2"
+2"
8"
12'-0"
+4"
4"
3"
10'-0"
9'-0"
8'-0"
8'-0"
8'-0"
+2"
+2"
2.5
12
3"
3"
3"
+4"
3"
-2"
-2"
4"
4"
4"
4"
+2"
4"
4"
11 7 8" TJI'S w/ 14"
PITCH
11 7 8" TJI'S w/ 14"
PITCH
+4"
+2"
6"
4"
4"
4"
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
3
3
3
1
1
1
4
8
8
8
12
14
14
2
2
2
4
12
2
2
17
2
2
2
±17'-5" A.F.F.
1'-4"
1'-0"
1'-4"
1'-4"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
+2"
3"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
3
12
+4"
+2"
6"
4"
4"
2"
2"
+3"
+2"
2'-0"
±17'-5" A.F.F.
2'-0"
+3"
+2"
2'-0"
3
12
1'-6"
1'-6"
4"
+4"
4"
4"
6"
+2"
±17'-5" A.F.F.
8'-0"
10'-0"
4"
12
2
±18'-10" A.F.F.
10'-0"
16' PL.
9'-0"
4'-0"
3"
4"
+4"
1'-0"
13'-0"
12'-0"
1'-6"
+2"
11 7 8" TJI'S w/ 14"
PITCH
ROOF BEYOND
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
3
3
3
1
1
1
4
8
8
4"
10
10
14
14
14
2
2
2
2
2
10'-0"
8'-6"
1'-0"
10'-0"
8'-6"
±17'-7" A.F.F.
6"
10'-0"
10'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
+2"
1'-0"
SCALE: 1/4"=1'-0"
SHUTTERS
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
BODY
FLAT TILE ROOFING
VERTICAL SIDING
STANDARD BRICK
VENEER
POPOUTS
POPOUTS
FRONT DOOR
STANDARD GARAGE
DOOR GLASS
GARAGE DOOR
OUTRIGGERS
FASCIA
SCALE: 1/4"=1'-0"
4
12
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
BODY
"S" TILE ROOFING
STANDARD GARAGE
DOOR GLASS
POPOUTS
DECORATIVE
WROUGHT IRON
FRONT DOOR
FASCIA
SHUTTERS
GARAGE DOOR
BEYOND
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
FLAT TILE ROOFING
POPOUTS
FRONT DOOR
POPOUT COLOR
BLOCKING
OPTIONAL STONE
RECESS
FASCIA
BODY
BODY EXPANSION CONTROL
JOINTS/ OPT. STONE
GARAGE DOOR
STANDARD GARAGE
DOOR GLASS
ROOFING
RECESS
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SEE SHEET A2.3 FOR
ELEV. 'A' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' AND 'C'
PATIO
COVERED ENTRY
3 BAY GARAGE
LIVABLE
210 SQ. FT.
36 SQ. FT.
699 SQ. FT.
4129 SQ. FT.
FIRST FLOOR
2274 SQ. FT.
SECOND FLOOR
1855 SQ. FT.
UP 19R
STORAGE/
OPT. BATH 6/
OPT. WINE
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
ISLAND
UP 19R
10' CLG.
UP 19R
10' CLG.
10' CLG.
10' CLG.
SEE SHEET A2.4 FOR ELEV. 'C'
53'-0"
54'-0"
21'-7"
31'-5"
10'-0"
4'-0"
58'-0"
2'-0"
64'-0"
11'-8"
21'-4"
6'-0"
14'-0"
20'-6"
32'-4"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
9' CLG.
SEE SHEET A2.3 FOR
ELEV. 'A' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' AND 'C'
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
DN
9' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
OPTIONAL
CABINETS
9080 SGD AT DECK OPTION
2x6 WALL AT
ELEV. 'C'
2x6 WALL AT
ELEV. 'C'
53'-0"
20'-11"
32'-1"
4'-0"
15'-0"
23'-0"
15'-0"
7'-0"
11'-8"
21'-4"
20'-0"
8'-0"
44'-0"
10'-0"
2'-0"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
DN
9' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
OPTIONAL
CABINETS
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
ELEV. 'B' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' SHOWN
SCALE: 1/4"=1'-0"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
9' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
9080 SGD AT DECK OPTION
10'-0"
15'-0"
4'-0"
20'-6"
32'-4"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
DN
9' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
OPTIONAL
CABINETS
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
ELEV. 'C' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'C' SHOWN
SCALE: 1/4"=1'-0"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
9' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
9080 SGD AT DECK OPTION
10' CLG.
10'-0"
15'-0"
4'-0"
20'-6"
32'-4"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10'-0"
9'-0"
10'-0"
9'-0"
10'-0"
9'-0"
2.5
12
1
2.5
12
1
+5"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
-2"
SCALE: 1/4"=1'-0"
4
12
4
12
4
12
4
12
+5"
10'-0"
1'-4"
HEEL
-2"
-2"
-2"
-2"
8"
9'-4"
3"
3"
4"
+4"
2"
4"
+4"
±27'-1" A.F.F.
±27'-1" A.F.F.
±24'-10" A.F.F.
5'-2"
1'-0"
1'-4"
1'-4"
+18"
-2"
+4"
+4"
+0"
+12"
2"
3"
3"
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
1
1
1
2
2
2
-2"
3"
3"
3"
3" 3"
2"
4"
3"
3"
3"
4"
+2"
-2"
10"
2'-0"
2'-0"
3
3
3
+4"
+4"
+4"
+4"
6"
4"
+2"
+2"
2"
4"
3"
8"
+4"
+6"
3"4"
2"
3"
3"
8"
2"
4"
8"
2" 3"
9'-0"
+2"
+4"
+4"
+2"
2
2
2
13'-6" TOP OF PARAPET
1'-6"
1'-0"
1'-0"
+6"
2"
6"
3"
+6"
SLOPE FROM +2"
TO +4"
612"
2"
5"
2"
4"
6"
3"
3"
5'-5"
6"
4"
4"
3"
3"
2"
4"
+4"
+2"
+2"
-2"
-2"
7"
7"
-2"
-2"
+2"
4
4
5
5
6
7
7
8
8
8
9
9
9
11
15
15
BEYOND
17
17
18
18
18
18
1'-0"
1'-4"
18
3"
2"
4"
2'-112"
1'-0"
1'-2"
2'-8"
8"
9'-4"
1'-4"
1'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
4'-0"
10'-0"
9'-0"
SILL 3' MIN.
FROM
LANDING
8'-0"
8'-0"
+4"
6"
4"
+2"
4"
2"
2"
+2"
4"
10'-0"
13'-6"
+3"
+2"
2'-0"
1'-6"
10'-0"
9'-0"
+2"
4"
10'-0"
13'-6"
SCALE: 1/4"=1'-0"
4"
4"
4"
6"
+4"
+2"
+2"
8"
4"
SILL 3' MIN.
FROM
LANDING
4
12
4
12
10'-0"
9'-0"
SILL 3' MIN.
FROM
LANDING
8'-0"
+4"
4"
10'-0"
SCALE: 1/4"=1'-0"
2.5
12
13'-6"
+4"
6x6 SCUPPER
SCALE: 1/4"=1'-0"
1'-3"
HEEL
1'-3"
HEEL
1'-3"
HEEL
+2"
10'-0"
+2"
8"
4"
1'-3"
HEEL
212"
3'-0" MIN.
+2"
4"
4"
LINE OF LANDING
BEYOND
LINE OF LANDING
BEYOND
LINE OF
PROJECTION
AND LANDING
BEYOND
+2"
10'-0"
1'-3"
HEEL
212"
3'-0" MIN.
+2"
4"
4"
2"
2"
10'-0"
1'-3"
HEEL
3'-0" MIN.
4"
9'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
F.F.
F.F.
F.F.
1'-0"
SCALE: 1/4"=1'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
±27'-1" A.F.F.
±27'-1" A.F.F.
±24'-10" A.F.F.
+4"
+8"
+12"
+4"
+2"
2'-0"
2'-0"
4"
4"
3"
3"
2"
+0"
3"
3"
2"
4"
13'-6"
4"
+2"
4'-2"
3"
4'-2"
+6"
+0"
3"
2"
4"
3"
3"
212"
1'-4"
1'-0"
1'-6"
2'-0"
2'-0"
2'-0"
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
2'-0"
3'-0"
2'-0"
8"
3"
+12"
4"
+4"
+2"
6"
3"
4" 3"
2"
4'-5"
3'-0"
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
1
1
1
3
3
3
2
2
2
8
4
8
10
14
15
BEYOND
15
BEYOND
16
BEYOND
15
BEYOND
15
BEYOND
16
BEYOND
16
BEYOND
18
18
3'-6"
6"
18' HDR. A.F.F.
18' HDR. A.F.F.
+10 w/
8" R
18' HDR. A.F.F.
+2"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10'-0"
9'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
4
12
±27'-1" A.F.F.
±27'-1" A.F.F.
±24'-10" A.F.F.
4"
10'-0"
1'-3"
HEEL
8"
9'-0"
+2"
+4"
+2"
6"
4"
4"
2"
2"
+2"
4"
4"
6'-8"
8'-0"
6x6 SCUPPER
10'-0"
9'-0"
4"
10'-0"
1'-3"
HEEL
8"
9'-0"
+2"
+4"
4"
4"
+2"
4"
4"
6'-8"
8'-0"
6x6 SCUPPER
4"
4"
6"
+2"
+6"
4
12
8'-0"
8'-0"
10'-0"
10'-0"
1'-3"
HEEL
9'-0"
+4"
4"
3"
+2"
4"
4"
6'-8"
6x6 SCUPPER
8'-0"
+4"
4"
7"
+2"
13'-6"
13'-6"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
+2"
4"
2.5
12
4"
+2"
+2"
4"
2"
6x6 SCUPPER
4"
13'-6"
1'-4"
1'-0"
9'-0"
4"
4"
+2"
+4"
+2"
4"
4" 3"
4"
4"
+4"
+2"
2"
3"
2"
4"
3"
3"
+4"
+18"
+0"
2'-0"
2'-0"
10'-0"
22'-8" A.F.F.
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
1
1
1
3
3
3
2
2
2
2
7
8
8
4
15
BEYOND
17
4
+2"
4"
15
BEYOND
15
BEYOND
16
11
-2"
7"
7"
2'-3"
5'-0"
2
1'-4"
10'-0"
1'-3"
HEEL
6x6 SCUPPER
+2"
+2"
4"
2"
+2"
6"
2"
2'-0"
16
BEYOND
SGD
4"
1'-0"
BEYOND
10'-0"
1'-3"
HEEL
+2"
SGD
3
3
±24'-10" A.F.F.
10'-0"
1'-3"
HEEL
9'-0"
6x6 SCUPPER
13'-6"
3
15
BEYOND
SGD
+2"
1'-6"
6"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10'-0"
9'-0"
8'-0"
10'-0"
9'-0"
SCALE: 1/4"=1'-0"
4
12
4
12
10'-0"
9'-0"
10'-0"
SCALE: 1/4"=1'-0"
2.5
12
SCALE: 1/4"=1'-0"
1'-0"
+4"
+2"
6"
4"
4"
2"
2"
7'-2" AT MASTER BATH
+2"
4'-0"
2"
2'-0"
+2"
4"
+4"
+2"
6"
4"
4"
1'-0"
7'-2" AT MASTER BATH
±27'-1" A.F.F.
±27'-1" A.F.F.
2.5
12
+2"
+4"
4"
3"
7'-2" AT MASTER BATH
8'-0"
4'-0"
+2"
+2"
4"
4"
2"
SCALE: 1/4"=1'-0"
+2"
+2"
4"
4"
2"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
2'-0"
±24'-10" A.F.F.
1'-0"
4"
4"
+2"
9'-0"
1'-4"
2'-0"
3
12
+2"
2'-0"
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
2'-0"
3
12
1'-4"
1'-4"
2'-0"
2'-0"
4"
9'-0"
10'-0"
9'-0"
10'-0"
9'-0"
10'-0"
9'-0"
10'-0"
9'-0"
10'-0"
4
12
4
12
4'-0"
OPENING FOR
ROOF DRAINAGE
1'-0"
22'-8" A.F.F.
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
1
1
1
3
3
3
2
2
8
8
11
14
14
10'-0"
9'-0"
4'-0"
14
SCALE: 1/4"=1'-0"
17
-2"
1'-4"
1'-0"
+2"
4
+2"
2
14
SCALE: 1/4"=1'-0"
SHUTTERS
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
BODY
FLAT TILE ROOFING
VERTICAL
SIDING
STANDARD BRICK
VENEER
POPOUTS
POPOUTS
FRONT DOOR
STANDARD GARAGE
DOOR GLASS
GARAGE
DOOR
OUTRIGGERS
FASCIA
SCALE: 1/4"=1'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
BODY
"S" TILE
ROOFING
STANDARD GARAGE
DOOR GLASS
POPOUTS
DECORATIVE
WROUGHT IRON
FRONT DOOR
FASCIA
GARAGE DOOR
SHUTTERS
SCALE: 1/4"=1'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
FLAT TILE ROOFING
POPOUTS
FRONT DOOR
POPOUT COLOR
BLOCKING
OPTIONAL STONE
RECESS
FASCIA
BODY
BODY EXPANSION CONTROL
JOINTS/ OPT. STONE
GARAGE DOOR
STANDARD GARAGE
DOOR GLASS
RECESS
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SEE SHEET A2.3 FOR
ELEV. 'A' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' AND 'C'
PATIO
COVERED ENTRY
3 BAY GARAGE
LIVABLE
210 SQ. FT.
36 SQ. FT.
699 SQ. FT.
FIRST FLOOR
SECOND FLOOR
UP 19R
STORAGE/
OPT. BATH 6/
OPT. WINE
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
4190 SQ. FT.
2274 SQ. FT.
1916 SQ. FT.
ISLAND
OPTIONAL DECK
216 SQ. FT.
UP 19R
10' CLG.
UP 19R
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
WALK-IN
CLOSET
9' CLG.
OPTIONAL
CABINETS
9' CLG.
SEE SHEET A2.4 FOR ELEV. 'C'
53'-0"
21'-7"
31'-5"
10'-0"
54'-0"
4'-0"
58'-0"
2'-0"
64'-0"
21'-8"
6'-0"
14'-0"
11'-4"
20'-6"
32'-4"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SEE SHEET A2.3 FOR
ELEV. 'A' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' AND 'C'
9' CLG.
9' CLG.
DN
9' CLG.
10' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
9080 SGD AT DECK OPTION
53'-0"
20'-11"
14'-1"
18'-0"
10'-0"
9'-0"
23'-0"
16'-0"
6'-0"
9'-0"
45'-0"
2'-0"
2'-0"
6'-0"
9'-0"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
ELEV. 'B' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' SHOWN
SCALE: 1/4"=1'-0"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
9' CLG.
9' CLG.
10' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
9080 SGD AT DECK OPTION
9' CLG.
10'-0"
9'-0"
9'-0"
20'-6"
32'-4"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
ELEV. 'C' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'C' SHOWN
SCALE: 1/4"=1'-0"
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
9' CLG.
9' CLG.
10' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
9080 SGD AT DECK OPTION
10' CLG.
9' CLG.
10'-0"
9'-0"
9'-0"
20'-6"
32'-4"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
4
12
4
12
4
12
4
12
2.5
12
2.5
12
+5"
9'-0"
9'-0"
10'-0"
9'-0"
10'-0"
10'-0"
10'-0"
1'-6"
HEEL
+6"
±27'-1" A.F.F.
±27'-1" A.F.F.
18" RAISED HEEL
1'-0"
1'-0"
1'-4"
8"
1'-0"
1'-4"
1'-0"
1'-4"
1'-6"
1'-4"
1'-0"
23' A.F.F.
22' A.F.F.
-2"
-2"
+12"
+4"
+2"
2
3
2
4
5
7
17
17
4
+4"
+6"
3"4"
2"
3"
3"
8"
2"
4"
8"
2"
3"
+2"
+4"
+4"
6"
+2"
+12"
+4"
4"
+2"
+2"
3"
8"
2"
4"
-2"
1
2
+6"
2"
6"
3"
10'-0"
-2"
+2"
+6"
SLOPE FROM +2"
TO +4"
612"
2"
5"
2"
4"
6"
3"
3"
2'-3"
6"
4"
+2"
-2"
12
3
1'-0"
-2"
7"
7"
4"
3"
3"
2"
4"
+4"
+2"
-2"
+4"
+2"
3"
2"
4"
18
18
1
2
3
7
8
18
18
+6"
1
1
1
2
3
2
8
9
9
15
15
BEYOND
18
-2"
-2"
-2"
9'-4"
3"
3"
2"
4"
+4"
5'-2"
+18"
-2"
2"
3"
3"
-2"
3"
3"
3"
3" 3"
10"
2'-0"
2'-0"
2"
4"
+4"
+0"
2"
4"
3"
3"
3"
18
+5"
-2"
10"
-2"
8"
9'-4"
2"
4"
+4"
5
6
9
18
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
+0"
5'-412"
-2"
-2"
1'-4"
8"
1'-2"
2'-4"
2'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
4'-0"
10'-0"
9'-0"
8'-0"
8'-0"
+4"
6"
4"
+2"
4"
2"
2"
+2"
4"
10'-0"
13'-6"
+3"
+2"
2'-0"
1'-6"
10'-0"
9'-0"
+2"
4"
10'-0"
13'-6"
SCALE: 1/4"=1'-0"
4"
4"
4"
6"
+4"
+2"
+2"
8"
4"
4
12
4
12
10'-0"
9'-0"
8'-0"
+4"
4"
10'-0"
SCALE: 1/4"=1'-0"
2.5
12
13'-6"
+4"
6x6 SCUPPER
2.5
12
SCALE: 1/4"=1'-0"
1'-3"
HEEL
1'-3"
HEEL
1'-3"
HEEL
+2"
10'-0"
+2"
8"
4"
1'-3"
HEEL
212"
3'-0" MIN.
+2"
4"
4"
LINE OF LANDING
BEYOND
LINE OF
PROJECTION
AND LANDING
BEYOND
+2"
10'-0"
1'-3"
HEEL
212"
3'-0" MIN.
+2"
4"
4"
2"
2"
10'-0"
1'-3"
HEEL
3'-0" MIN.
4"
9'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
F.F.
F.F.
F.F.
1'-0"
SCALE: 1/4"=1'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
±27'-3" A.F.F.
±27'-1" A.F.F.
+0"
3"
3"
2"
4"
13'-6"
4"
+2"
4'-2"
3"
4'-2"
+6"
+0"
3"
2"
4"
3"
3"
212"
1'-0"
1'-6"
2'-0"
2'-0"
2'-0"
2'-0"
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
2'-0"
3'-0"
2'-0"
8"
3"
+12"
4"
+4"
+2"
6"
3"
4" 3"
2"
4'-5"
1
3
2
4
10
14
15
BEYOND
16
BEYOND
16
BEYOND
16
BEYOND
1
3
2
8
15
BEYOND
18
1
3
2
8
15
BEYOND
15
BEYOND
±24'-11" A.F.F.
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
+10 w/
8" R
SILL 3' MIN.
FROM
LANDING
LINE OF LANDING
BEYOND
+4"
+8"
+12"
+4"
+2"
2'-0"
2'-0"
4"
4"
3"
3"
2"
18
3'-6"
6"
18' HDR. A.F.F.
SILL 3' MIN.
FROM
LANDING
18' HDR. A.F.F.
SILL 3' MIN.
FROM
LANDING
18' HDR. A.F.F.
2'-0"
1'-4"
+0"
+4"
4"
3"
4"
4"
+2"
4"
+2"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10'-0"
9'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
4
12
±27'-1" A.F.F.
±27'-1" A.F.F.
4"
10'-0"
1'-3"
HEEL
8"
9'-0"
+2"
+4"
+2"
8"
4"
4"
2"
2"
+2"
4"
4"
6'-8"
6x6 SCUPPER
10'-0"
9'-0"
4"
10'-0"
1'-3"
HEEL
8"
9'-0"
+2"
+4"
4"
4"
+2"
4"
4"
7'-8" AT MASTER BATH
6'-8"
6x6 SCUPPER
4"
4"
6"
+2"
4
12
8'-0"
10'-0"
10'-0"
1'-3"
HEEL
9'-0"
+4"
4"
3"
+2"
4"
4"
6x6 SCUPPER
8'-0"
+4"
4"
3"
+2"
13'-6"
13'-6"
2.5
12
SCALE: 1/4"=1'-0"
13'-6"
1'-0"
9'-0"
4"
4"
+2"
8'-0"
13'-6"
+12"
7'-8" AT MASTER BATH
+12"
22'-2" A.F.F.
23'-4" A.F.F.
4"
3"
2"
+2"
+12"
6'-8"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
+2"
+12"
+2"
+4"
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
1
3
2
8
17
2
18
18
+12"
15
BEYOND
8
12
-2"
7"
7"
7
2'-6"
5'-5"
18
1
2
15
BEYOND
BEYOND
16
BEYOND
16
6x6 SCUPPER
6x6 SCUPPER
1
3
2
8
15
BEYOND
18
+4"
4"
4"
2"
4"
3"
3"
3"
4"
2'-2"
10'-0"
1'-3"
HEEL
+0"
4"
6x6 SCUPPER
2'-0"
+0"
+0"
+2"
+2"
4"
2"
2'-0"
+2"
8'-0"
+2"
6"
3"
2"
4"
4"
3"
4"
4"
2"
6"
4"
18
4"
4"
2"
4"
8'-0"
8'-0"
7'-8" AT MASTER BATH
±24'-10" A.F.F.
+0"
+0"
16
4"
+2"
4"
+2"
+2"
+12"
+12"
+2"
4"
2"
2'-0"
+2"
BEYOND
+12"
4"
+2"
6"
4
2'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10'-0"
9'-0"
10'-0"
9'-0"
SCALE: 1/4"=1'-0"
4
12
4
12
10'-0"
9'-0"
10'-0"
SCALE: 1/4"=1'-0"
2.5
12
SCALE: 1/4"=1'-0"
+4"
+2"
6"
4"
4"
2"
2"
+2"
4'-0"
2"
2'-0"
+2"
6'-8"
8'-0"
±27'-1" A.F.F.
±27'-1" A.F.F.
2.5
12
+2"
6'-8"
8'-0"
4'-0"
+2"
+2"
4"
4"
2"
SCALE: 1/4"=1'-0"
+2"
+2"
4"
4"
2"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
2'-0"
±24'-10" A.F.F.
1'-0"
9'-0"
2'-0"
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
2'-0"
1'-4"
2'-0"
2'-0"
4"
9'-0"
10'-0"
9'-0"
10'-0"
9'-0"
10'-0"
9'-0"
10'-0"
9'-0"
10'-0"
+4"
+2"
6"
4"
4"
4"
6'-8"
8'-0"
2'-3"
3'-6"
2'-3"
3"
8"
+4"
4"
3"4"
4"
+2"
+12"
3
12
+4"
+0"
+2"
+4"
OPENING FOR
ROOF DRAINAGE
1'-8"
2"
4"
3"
3"
3"
4'-8"
2'-0"
3'-0"
2'-0"
1'-8"
4"
4"
+4"
+12"
+4"
2"
4"
3" 4"
3"
+2"
+4"
2"
4"
3" 4"
+2"
3"
6"
4"
F.F.
F.F.
1'-1"
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
1
3
2
4
14
17
2
18
1
3
2
8
18
3
12
2
2
1
3
8
2
14
10'-0"
9'-0"
4'-0"
14
SCALE: 1/4"=1'-0"
+10 w/ 8" R
18
+8"
+12"
SCUPPER
8'-0"
8'-0"
F.F.
8'-0"
1'-4"
1'-0"
+2"
-2"
SCALE: 1/4"=1'-0"
4
12
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
BODY
FLAT TILE
ROOFING
VERTICAL
SIDING
STANDARD BRICK
VENEER
POPOUTS
POPOUTS
FRONT DOOR
STANDARD GARAGE
DOOR GLASS
GARAGE DOOR
OUTRIGGERS
FASCIA
SCALE: 1/4"=1'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
BODY
"S" TILE ROOFING
POPOUTS
DECORATIVE
WROUGHT
IRON
FRONT DOOR
FASCIA
GARAGE DOOR
SHUTTERS
DECORATIVE TILE
INSERTS
OPTIONAL STONE
OPTIONAL STONE
OPTIONAL STONE
SCALE: 1/4"=1'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
FLAT TILE ROOFING
BODY
FRONT DOOR
POPOUT COLOR
BLOCKING
RECESS
BODY
BODY EXPANSION CONTROL
JOINTS/ OPT. STONE
EXPANSION CONTROL
JOINTS/ OPT. STONE
GARAGE DOOR
STANDARD GARAGE
DOOR GLASS
RECESS
FASCIA
POPOUT COLOR
BLOCKING
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
UP 19R
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
VOLUME CLG.
COAT/
STORAGE
OPTIONAL
CABINET
OPTIONAL CABINETS
OPTIONAL
BBQ
ISLAND
SEE SHEET A2.3 FOR
ELEV. 'A' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' AND 'C'
PATIO/ OPT. DECK
COVERED ENTRY
2 BAY GARAGE
LIVABLE
217 SQ. FT.
54 SQ. FT.
481 SQ. FT.
4559 SQ. FT.
FIRST FLOOR
2426 SQ. FT.
SECOND FLOOR
2133 SQ. FT.
10' CLG.
SINGLE BAY GARAGE
286 SQ. FT.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
10' CLG.
OPTIONAL
STACK W/D
2x6 WALL AT
ELEV. 'C'
2x6 WALL AT
ELEV. 'C'
53'-0"
17'-0"
18'-4"
17'-8"
63'-0"
14'-0"
77'-0"
2'-0"
2'-0"
72'-0"
1'-0"
20'-6"
21'-4"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
DN
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
STORAGE
9' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
WALK-IN
CLOSET
9' CLG.
9' CLG.
OPEN TO
BELOW
SEE SHEET A2.3 FOR
ELEV. 'A' SHOWN
SCALE: 1/4"=1'-0"
ELEV. 'B' AND 'C'
53'-0"
16'-8"
36'-4"
14'-0"
5'-0"
37'-0"
14'-0"
7'-0"
22'-0"
9'-0"
22'-0"
7'-0"
55'-0"
10'-0"
9' CLG.
STORAGE
1'-0"
5'-0"
1'-0"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
DN
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
OPEN TO
BELOW
ELEV. 'B' SHOWN
SCALE: 1/4"=1'-0"
JOB
SHEET
5/23/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
DN
9' CLG.
9' CLG.
9' CLG.
9' CLG.
9' CLG.
WALK-IN
CLOSET
OPEN TO
BELOW
ELEV. 'C' SHOWN
SCALE: 1/4"=1'-0"
10' CLG.
10' CLG.
10' CLG.
VOLUME CLG.
ELEV. 'B' SHOWN
SCALE: 1/4"=1'-0"
10' CLG.
10' CLG.
10' CLG.
10' CLG.
VOLUME CLG.
ELEV. 'B' SHOWN
SCALE: 1/4"=1'-0"
11' CLG.
9' CLG.
STORAGE
9' CLG.
9' CLG.
9' CLG.
9' CLG.
STORAGE
9' CLG.
9' CLG.
9' CLG.
5'-0"
1'-0"
5'-0"
8"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10'-0"
9'-0"
GABLE
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
4
12
10'-0"
9'-0"
2.5
12
9'-6"
+12"
+12"
10'-0"
9'-0"
1'-4"
HEAL
14":12 SLOPE BEYOND
2.5
12
2.5:12
SLOPE
9'-0"
1'-4"
HEAL
14":12 SLOPE BEYOND
SCALE: 1/4"=1'-0"
±27'-5" A.F.F.
±25'-2" A.F.F.
GABLE
4
12
10'-0"
9'-0"
±27'-3" A.F.F.
GABLE
10'-0"
9'-0"
1'-6"
1'-0"
1'-0"
1'-6"
1'-6"
1'-0"
1'-6"
1'-0"
15'-6"
1
1
1
2
2
2
2
2
2
2
2
3
3
3
4
4
4"
+4"
+2"
+2"
2"
4"
3"
8"
3"
3"
2"
8"
2" 3"
+2"
+4"
+2"
+4"
+6"
2"
4"
4" 3"
+4"
3"
8"
9'-0"
BRICK
HDR.
+2"
+4"
+2"
+4"
+0"
+12"
18
18
4"
-2"
+0"
+12"
18
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
5
5
5
5'-8"
5
+4"
+2"
4'-0"
4"
4'-0"
4"
18
18
1'-4" 10" 8"
4"
6'-6"
2"
4"
4" 3"
3"
SLOPE FROM +2"
TO +4"
18
+4"
+4"
+2"
+2"
+2"
SLOPE
FROM +2"
TO +4"
+6"
612"
2"
5"
2"
4"
6"
3"6"
+2"
3" 1'-9"
5'-11"
4"
2"
3"
4"
4"
2"
6
18
18
18
18
8"
3"
3"
+2"
+2"
6"
3"
3"
612"
2"
4"
6"
2"
5"
+0"
+0"
-2"
+0"
-2"
4"
6'-6"
3"
-2"
+0"
+0"
+0"
4"
4"
2"
4"
3"
+4"
-2"
3"
4"
3"
+6"
-2"
18
8'-0"
10"
10"
-2"
-2"
3
4"
4"
4"
4"
2'-8"
2'-0"
7
8
8
8
8
8
9
9
9
11
-2"
12
7"
7"
13
15
BEYOND
24'-5" A.F.F.
17
11'-1"
1'-8"
14'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SCALE: 1/4"=1'-0"
10'-0"
9'-0"
4'-0"
+3"
+2"
2'-0"
1'-6"
4
12
4
12
6'-8"
+4"
+2"
6"
4"
3"
2"
2"
8'-0"
8'-0"
±27'-5" A.F.F.
SCALE: 1/4"=1'-0"
6'-8"
+4"
4"
4"
8'-0"
8'-0"
4'-0"
4"
+2"
6"
SCALE: 1/4"=1'-0"
6'-8"
+4"
4"
3"
8'-0"
8'-0"
2.5
12
6x6 SCUPPER
±25'-2" A.F.F.
4'-0"
6x6 SCUPPER
4'-0"
±27'-5" A.F.F.
4
12
4
12
AT DECK OPTION
AT DECK OPTION
AT DECK OPTION
13'-6"
10'-0"
4"
+2"
5"
2"
2"
3"
4"
+4"
+2"
1'-6"
1'-0"
1'-0"
1'-6"
1'-6"
+4"
+12"
3"
3"
3"
8'-0"
3'-0"
2"
4"
+4"
+2"
4"
4" 3"
4"
1'-6"
6"
1'-0"
1'-0"
1'-6"
4"
3"
3"
4"
+4"
+2"
2'-6"
3'-8"
2'-6"
3'-0"
4"
4"
+4"
+12"
+4"
+8"
+2"
2"
3"
3"
6"
3"
4"
+4"
4" 2"
2"
4"
2'-5"
3'-10"
2'-5"
3'-0"
8"
+10 w/ 8" R
3"
3"
1'-0"
1'-0"
TYP.
2'-0"
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
1
1
1
2
2
2
3
3
3
18
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
8
4
10
14
14
14
14
4'-0"
4
12
14
2"
15
BEYOND
15
BEYOND
17
18' HDR. A.F.F.
18
18' HDR. A.F.F.
18' HDR. A.F.F.
3"
4
+2"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
10'-0"
9'-0"
SCALE: 1/4"=1'-0"
±27'-5" A.F.F.
10'-0"
4
12
4
12
+4"
+2"
6"
4"
4"
2"
2"
+2"
4"
4"
10'-0"
9'-0"
SCALE: 1/4"=1'-0"
4
12
±27'-3" A.F.F.
9'-0"
9'-0"
8"
+2"
4"
+4"
+2"
4"
4"
4"
10'-0"
9'-0"
10'-0"
+4"
4"
8'-0"
4"
9'-0"
2.5
12
3"
8'-0"
3"
3"
+4"
SCALE: 1/4"=1'-0"
3"
2"
+12"
+12"
2.5
12
2x10'S
3"
3"
-2"
+4"
+2"
5"
4"
2"
2"
3"
+4"
+2"
+12"
4"
4"
+8"
4"
4" 3"
4"
3"
3"
+4"
-2"
3"
4"
3"
4"
1'-0"
±25'-2" A.F.F.
13'-6" PARAPET
3"
1'-0"
1'-0"
1'-0"
1'-6"
1'-6"
1'-0"
3"
4"
+4"
+2"
3"
8'-0"
PONY WALL
AT BBQ OPT.
3'-8"
PONY WALL
AT BBQ OPT.
PONY WALL
AT BBQ OPT.
3'-8"
3'-8"
3'-8"
13' TOP OF
PARAPET
1'-6"
1'-6"
HEEL
1'-0"
TYP.
2" 10"
1'-0"
1
1
1
2
2
2
2
2
3
3
3
18
3"
2"
4"
3"
6"
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
4
8
8
15
BEYOND
15
BEYOND
17
+2"
4"
8'-0"
+2"
4"
+0"
14'-0"
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SCALE: 1/4"=1'-0"
9'-0"
9'-0"
8"
+2"
4"
SCALE: 1/4"=1'-0"
SCALE: 1/4"=1'-0"
4"
4"
4"
4"
-2"
8"
6x6 SCUPPER
6x6 SCUPPER
6x6 SCUPPER
+2"
4"
+2"
+2"
4"
+2"
4"
+2"
+2"
2"
6"
4"
4"
4"
4"
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
16
BEYOND
16
BEYOND
16
BEYOND
17
4"
2'-0"
10'-0"
1'-3"
HEEL
3' MIN.
+8"
+0"
+0"
4"
+0"
+12"
+12"
+12"
3' MIN.
3' MIN.
JOB
SHEET
5/09/2023
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
SCALE: 1/4"=1'-0"
10'-0"
8'-10"
4
12
4
12
±27'-5" A.F.F.
2.5
12
±25'-1" A.F.F.
8'-0"
6'-8"
+4"
+2"
6"
4"
4"
2"
2"
7'-2" AT MASTER BATH
8'-2" AT MASTER SHOWER
+2"
4'-0"
2"
+4"
+4"
+2"
6"
4"
4"
2"
2"
8'-0"
SCALE: 1/4"=1'-0"
±27'-5" A.F.F.
4
12
4
12
+3"
+2"
2'-0"
1'-6"
8'-0"
6'-8"
+4"
4"
4"
7'-2" AT MASTER BATH
8'-2" AT MASTER SHOWER
+2"
+4"
4"
4"
4'-0"
+2"
6"
4"
2'-0"
-2"
4'-0"
2.5
12
8'-0"
6'-8"
+4"
4"
4"
7'-2" AT MASTER BATH
8'-2" AT MASTER SHOWER
+2"
+4"
4"
4"
4'-2"
3"
3"
+2"
2'-0"
+2"
+2"
6"
10"
4'-0"
6x6 SCUPPER
AT DECK OPTION
AT DECK OPTION
AT DECK OPTION
10'-0"
9'-0"
3"
3"
1'-9"
5'-11"
+0"
3"
10'-0"
9'-0"
+2"
4"
4"
+4"
4"
4"
1'-4"
1'-0"
1'-0"
1'-0"
TYP.
1'-0"
TYP.
8"
3" 3"
1'-0"
1'-4"
4
12
2'-0"
2"
3"
3"
+12"
+4"
4" 2"
+2"
4"
4"
3"
3"
+4"
4" 2"
+2"
4"
2"
6"
2'-0"
3'-6"
2'-0"
3'-2"
4"
4"
+4"
+8"
+12"
2'-0"
3'-6"
2'-0"
3'-2"
8"
+10 w/ 8" R
3"
13'-6"
OPT. WDW's
OPT. WDW's
OPT. WDW's
OPT. WDW's
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
APPROXIMATE
LOCATION OF
RETURN WALL
+0"
1
1
1
2
2
2
2
2
2
3
3
3
3
1)
CONCRETE TILE ROOF APPLY OVER 1/2" APA RATED SHEATHING. ROOF COVERING
SHALL HAVE A MIN. OF CLASS 'A' ROOF ASSEMBLY. INSTALL PER MANUFACTURERS
INSTRUCTIONS (BORAL ROOFING ER-412).
2)
2x6 WOOD FASCIA TYPICAL (SEE ARCHITECTURAL DETAILS).
3)
TYPICAL EXTERIOR WALL WITH ONE COAT STUCCO SYSTEM OVER 1" FOAM INSULATION
ON 2x4 MIN. STUDS AT 16" O.C. UNLESS OTHERWISE NOTED. REFER TO ELEVATIONS FOR
ALTERNATE FINISH. OMEGA ESR-1194.
4)
TYPICAL EXTERIOR WALL WITH COMPOSITE SIDING PANELS OVER WEATHER RESISTIVE
MEMBRANE ON 716" APA RATED SHEATHING ON 2X4 MINIMUM STUDS AT 16" O.C.
(HARDIE BOARD PANELING ESR-1844 "FORTIFIBER" WEATHER BARRIER ESR-1027).
5)
MANUFACTURED SYNTHETIC BRICK/STONE PANELS . APPLY PER MANUFACTURERS
WRITTEN RECOMMENDATIONS/INSTRUCTIONS. (CORONADO STONE ESR-2598).
6)
4" CHISELED BAND.
7)
FIXED WINDOW SHUTTERS. APPLY PER MANUFACTURERS WRITTEN
RECOMMENDATIONS/ INSTRUCTIONS.
8)
NO FOAM TO BE EXPOSED TO ATTIC. PROVIDE 12" APA RATED PLYWOOD SHEATHING
OR FIBERBOARD BACKING.
9)
EXPANSION CONTROL JOINTS 24" O.C. U.N.O.
10)
GABLE END VENT, SEE ATTIC VENT CALC'S.
11)
DECORATIVE WROUGHT IRON.
12)
DECORATIVE TILE INSERTS.
13)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
14)
CONTINUED PROJECTIONS FROM ADJACENT ELEVATIONS.
15)
TAMKO "AWAPLAN 170" TW MOISTURE WRAP ROOFING MEMBRANE. INSTALL PER
MANUFACTURERS RECOMMENDATIONS. ESR-2882 PLACE PER TABLE 2 SYSTEM 2 USING
OVER TAMKO GLASS-BASE G2/ASTM D4601 TYPE II, 1/4" PER 1' MIN.
16)
"PLI-DECK" SYSTEM (ESR-2079) OVER 3/4" MIN. DECK WITH SUPPORTING MEMBERS AT
16" O.C. MIN. 23/32" APA RATED DECK SHTG.
17)
4"x12" OUTRIGGER.
18)
FOAM PROJECTIONS MAY BE USED UP TO 4", PROVIDE FRAMED PROJECTIONS FOR
AREAS OVER 4" THICK.
SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF HEADERS, POSTS, BEAMS AND
SPECIAL ANCHORS REQUIRED FOR SHEAR.
B)
REFER TO STRUCTURAL DETAILS SHEETS FRO STANDARD STRUCTURAL NOTES AND ALL
FRAMING AND FOUNDATION DETAILS.
C)
REFER TO ARCHITECTURAL DETAILS FOR FLASHING, FINISH AND INTERIOR DETAILS. SEE
STRUCTURAL DETAILS FOR ALL OTHER DETAILS NOT SHOWN.
D)
SEE COVER SHEET FOR PROJECT DATA AND SHEET INDEX.
E)
VERIFY ALL OPTIONS PRIOR TO PERFORMING ANY WORK.
F)
REVIEW PLANS WITH MECHANICAL, PLUMBING AND ELECTRICAL CONTRACTORS FOR
ROUGH OPENING DIMENSIONS AND CLEARANCES REQUIRED.
G)
ALL WEATHER EXPOSED SURFACES SHALL HAVE A WEATHER-RESISTIVE BARRIER TO
PROTECT THE INTERIOR WALL COVERING AND THAT EXTERIOR OPENINGS SHALL BE
FLASHED IN SUCH A MANOR TO MAKE THEM WEATHERPROOF.
H)
BUILT-UP ROOF SHALL HAVE A MINIMUM CLASS "A" ROOFING ASSEMBLY AND SHALL BE
INSTALLED PER MANUFACTURERS WRITTEN INSTRUCTIONS AND RECOMMENDATIONS.
I)
QUICK FLASH ALL WALL PENETRATIONS.
7
4
8
8
10
11
-2"
7"
7"
14
14
14
14
4'-0"
10'-0"
14
2"
15
BEYOND
17
17
+2"
VI. Wall Elevations and Site Details
VII. Color and Materials Palette
HARRIS PLACE
COLOR SELECTION CHART
ROOF:
PAINT:
STONE/BRICK:
EAGLE TILE
SHERWIN WILLIAMS
CORONADO
SCHEMES 1-6 'A' TRADITIONAL RANCH
SCHEMES 1-6 'B' DESERT SOUTHWEST/MEDITERRANEAN
SCHEMES 1-6 'C' MODERN CONTEMPORARY
SCHEME #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
BASE STUCCO
(BODY)
SW 6199
RARE GRAY
SW 6385
DOVER WHITE
SW 7684
CONCORD
BUFF
SW 7669
SUMMIT
GRAY
SW 7530
BARCELONA
BEIGE
SW 6137
BURLAP
SW 7693
STONE BRIAR
SW 7684
CONCORD
BUFF
SW 6134
NETSUKE
SW 6108
LATTE
SW 7693
STONEBRIAR
SW 7569
STUCCO
SW 7006
EXTRA WHITE
SW 6148
WOOL SKEIN
SW 6234
UNCERTAIN
GRAY
SW 7616
BREEZY
SW 7638
JOGGING
PATH
SW 7009
PEARLY WHITE
WINDOW
RECESS
SW 9131
CORNWALL
SLATE
SW 9180
AGED WHITE
SW 7687
AUGUST
MOON
SW 7670
GRAY
SHINGLE
SW 7533
KHAKI SHADE
SW 6138
ARTIFACT
SW 7695
MESA TAN
SW 7687
AUGUST
MOON
SW 6135
ECRU
SW 9108
DOUBLE
LATTE
SW 7695
MESA TAN
SW 7542
NATUREL
SW 6252
ICE CUBE
SW 6149
RELAXED
KHAKI
SW 9143
CADET
SW 7616
BREEZY
SW 7644
GATEWAY
GRAY
SW 7042
SHOJI WHITE
SIDING
SW 6208
PEWTER
GREEN
SW 7617
MEDITERRANEAN
SW 7047
PORPOISE
SW 6994
GREEN
BLACK
SW 7710
BRANDYWINE
SW 6013
BITTER
CHOCOLATE
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
WOOD EAVES
SW 7571
CASA
BLANCA
SW 7644
GATEWAY GRAY
SW 7005
PURE WHITE
SW 7571
CASA
BLANCA
SW 7509
TIKI HUT
SW 6155
RICE GRAIN
SW 6089
GROUNDED
SW 7731
SAN
ANTONIO
SAGE
SW 6165
CONNECTED
GRAY
SW 6153
PROTEGE
BRONZE
SW 7696
TOASTED PINE
NUT
SW 7514
FOOTHILLS
SW 7746
RUSHING
RIVER
SW 7540
ARTISAN TAN
SW 7662
EVENING
SHADOW
SW 7006
EXTRA WHITE
SW 7045
INTELLECTUAL
GRAY
SW 6149
RELAXED
KHAKI
POP OUTS
SW 7571
CASA
BLANCA
SW 7644
GATEWAY GRAY
SW 7005
PURE WHITE
SW 7571
CASA
BLANCA
SW 7509
TIKI HUT
SW 6155
RICE GRAIN
SW 6089
GROUNDED
SW 7731
SAN
ANTONIO
SAGE
SW 6165
CONNECTED
GRAY
SW 6153
PROTEGE
BRONZE
SW 7696
TOASTED PINE
NUT
SW 7514
FOOTHILLS
SW 7746
RUSHING
RIVER
SW 7540
ARTISAN TAN
SW 7662
EVENING
SHADOW
SW 7006
EXTRA WHITE
SW 7045
INTELLECTUAL
GRAY
SW 6149
RELAXED
KHAKI
FRONT ENTRY
DOOR/ GABLE
END VENTS/
OUTRIGGERS
SW 6208
PEWTER
GREEN
SW 7617
MEDITERRANEAN
SW 7047
PORPOISE
SW 6994
GREEN
BLACK
SW 7710
BRANDYWINE
SW 6013
BITTER
CHOCOLATE
SW 7585
SUN DRIED
TOMATO
SW 6069
FRENCH
TOAST
SW 6055
FIERY BROWN
SW 7729
EDAMAME
SW 6054
CANYON
CLAY
SW 6229
TEMPE STAR
SW 7702
SPICED CIDER
SW 7034
STATUS
BRONZE
SE 7674
PEPPERCORN
SW 2848
ROYCROFT
PEWTER
SW 7645
THUNDER
GRAY
SW 6109
HOPSACK
GARAGE
DOOR/
SHUTTERS/
COLOR
BLOCKING
SW 6208
PEWTER
GREEN
SW 7617
MEDITERRANEAN
SW 7047
PORPOISE
SW 6994
GREEN
BLACK
SW 7710
BRANDYWINE
SW 6013
BITTER
CHOCOLATE
SW 7585
SUN DRIED
TOMATO
SW 6069
FRENCH
TOAST
SW 6055
FIERY BROWN
SW 7729
EDAMAME
SW 6054
CANYON
CLAY
SW 6229
TEMPE STAR
SW 7702
SPICED CIDER
SW 7034
STATUS
BRONZE
SE 7674
PEPPERCORN
SW 2848
ROYCROFT
PEWTER
SW 7645
THUNDER
GRAY
SW 6109
HOPSACK
BRICK VENEER
SPECIAL
USED BRICK -
EAGLE BUFF
SPECIAL USED
BRICK -
EAGLE BUFF
CLINKER -
BROWN
BLEND
SCULPTURED
BRICK -
EAGLE BUFF
SPECIAL USED
BRICK -
EAGLE BUFF
SCULPTURED
BRICK
EAGLE BUFF
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
STONE VENEER
------------
------------
------------
------------
------------
------------
SCULPTURED
BRICK
EAGLE BUFF
PRINCETON
GRANITE -
NEWPORT
GREY
PLAYA VISTA
LIMESTONE -
ALASKAN
SUNSET
SCULPTURED
BRICK
EAGLE BUFF
PLAYA VISTA
LIMESTONE -
ALASKAN
SUNSET
PRINCETON
GRANITE -
NEWPORT
GREY
FRENCH
LIMESTONE -
COUNTRY
BEIGE
PLAYA VISTA
LIMESTONE -
CREAM
PLAYA VISTA
LIMESTONE -
BLACK FOREST
FRENCH
LIMESTONE-
WHITE SANDS
FRENCH
LIMESTONE -
FRENCH
WHITE
FRENCH
LIMESTONE -
COUNTRY
BEIGE
STONE BANDS
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
------------
4" CHISELED
LIMESTONE
BAND -
COUNTRY
BEIGE
------------
------------
4" CHISELED
LIMESTONE
BAND - SILVER
ASH
4" CHISELED
LIMESTONE
BAND -
FRENCH
WHITE
4" CHISELED
LIMESTONE
BAND -
COUNTRY
BEIGE
TILE ROOF
SIERRA
MADRE 5503
PONDEROSA
399
SIERRA
MADRE
5503
PONDEROSA
5699
PONDEROSA
302
PONDEROSA
302
CAPISTRANO
3785
CAPISTRANO
3636
CAPISTRANO
8402
CAPISTRANO
3723
CAPISTRANO
3723
CAPISTRANO
8402
PONDEROSA
5699
PONDEROSA
302
SIERRA MADRE
5503
SIERRA MADRE
5503
PONDEROSA
5699
PONDEROSA
302
WINDOW
FRAME
WHITE
WHITE
WHITE
WHITE
WHITE
WHITE
TAN
TAN
TAN
TAN
TAN
TAN
ADOBE
ADOBE
ADOBE
ADOBE
ADOBE
ADOBE
COLOR SELECTION CHART:
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CSC
21-12
COLOR SELECTION CHART
HARRIS PLACE
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Siding, Outriggers, Shutters
Front Door
Roof Tile
Brick/Stone
5503 Sierra Madre
Special Used Brick - Eagle Buff
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 1
21-12
"TRADITIONAL RANCH"
COLOR SCHEME 1
HARRIS PLACE
TRADITIONAL RANCH - COLOR SCHEME 1
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Siding, Outriggers, Shutters
Front Door
Roof Tile
Brick/Stone
399 Ponderosa
Special Used Brick - Eagle Buff
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 2
21-12
"TRADITIONAL RANCH"
COLOR SCHEME 2
HARRIS PLACE
TRADITIONAL RANCH - COLOR SCHEME 2
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Siding, Outriggers, Shutters
Front Door
Roof Tile
Brick/Stone
Clinker Brick - Brown Blend
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 3
21-12
"TRADITIONAL RANCH"
COLOR SCHEME 3
HARRIS PLACE
TRADITIONAL RANCH - COLOR SCHEME 3
5503 Sierra Madre
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Siding, Outriggers, Shutters
Front Door
Roof Tile
Brick/Stone
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 4
21-12
"TRADITIONAL RANCH"
COLOR SCHEME 4
HARRIS PLACE
TRADITIONAL RANCH - COLOR SCHEME 4
5699 Ponderosa
Sculptured Brick - Eagle Buff
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Siding, Outriggers, Shutters
Front Door
Roof Tile
Brick/Stone
Sculptured Brick - Eagle Buff
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 5
21-12
"TRADITIONAL RANCH"
COLOR SCHEME 5
HARRIS PLACE
TRADITIONAL RANCH - COLOR SCHEME 5
302 Ponderosa
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Siding, Outriggers, Shutters
Front Door
Roof Tile
Brick/Stone
Sculptured Brick - Eagle Buff
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 6
21-12
"TRADITIONAL RANCH"
COLOR SCHEME 6
HARRIS PLACE
TRADITIONAL RANCH - COLOR SCHEME 6
302 Ponderosa
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Shutters
Front Door
Roof Tile
Brick/Stone
3785 Capistrano
Special Used Brick - Eagle Buff
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 7
21-12
"DESERT SOUTHWEST/ MEDITERRANEAN"
COLOR SCHEME 7
HARRIS PLACE
DESERT SOUTHWEST/ MEDITERRANEAN - COLOR SCHEME 7
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Shutters
Front Door
Roof Tile
Brick/Stone
Princeton Granite - Newport Grey
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 8
21-12
"DESERT SOUTHWEST/ MEDITERRANEAN"
COLOR SCHEME 8
HARRIS PLACE
DESERT SOUTHWEST/ MEDITERRANEAN - COLOR SCHEME 8
3636 Capistrano
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Shutters
Front Door
Roof Tile
Brick/Stone
Playa Limestone - Alaskan Sunset
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 9
21-12
"DESERT SOUTHWEST/ MEDITERRANEAN"
COLOR SCHEME 9
HARRIS PLACE
DESERT SOUTHWEST/ MEDITERRANEAN - COLOR SCHEME 9
8402 Capistrano
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Shutters
Front Door
Roof Tile
Brick/Stone
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 10
21-12
"DESERT SOUTHWEST/ MEDITERRANEAN"
COLOR SCHEME 10
HARRIS PLACE
DESERT SOUTHWEST/ MEDITERRANEAN - COLOR SCHEME 10
Sculptured Brick - Eagle Buff
3723 Capistrano
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Shutters
Front Door
Roof Tile
Brick/Stone
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 11
21-12
"DESERT SOUTHWEST/ MEDITERRANEAN"
COLOR SCHEME 11
HARRIS PLACE
DESERT SOUTHWEST/ MEDITERRANEAN - COLOR SCHEME 11
Playa Limestone - Alaskan Sunset
3723 Capistrano
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Shutters
Front Door
Roof Tile
Brick/Stone
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 12
21-12
"DESERT SOUTHWEST/ MEDITERRANEAN"
COLOR SCHEME 12
HARRIS PLACE
DESERT SOUTHWEST/ MEDITERRANEAN - COLOR SCHEME 12
8402 Capistrano
Princeton Granite - Newport Grey
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Color Blocking
Front Door
Roof Tile
Brick/Stone
5699 Ponderosa
French Limestone (Country Beige) with 4"
Chiseled Limestone Band (Cream)
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 13
21-12
"MODERN CONTEMPORARY"
COLOR SCHEME 13
HARRIS PLACE
MODERN CONTEMPORARY - COLOR SCHEME 13
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Front Door
Brick/Stone
Playa Vista Limestone - Cream
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 14
21-12
"MODERN CONTEMPORARY"
COLOR SCHEME 14
HARRIS PLACE
MODERN CONTEMPORARY - COLOR SCHEME 14
Roof Tile
302 Ponderosa
Color Blocking
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Front Door
Roof Tile
Brick/Stone
Playa Limestone - Alaskan Sunset
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 15
21-12
"MODERN CONTEMPORARY"
COLOR SCHEME 15
HARRIS PLACE
MODERN CONTEMPORARY - COLOR SCHEME 15
5309 Sierra Madre
Color Blocking
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Front Door
Roof Tile
Brick/Stone
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 16
21-12
"MODERN CONTEMPORARY"
COLOR SCHEME 16
HARRIS PLACE
MODERN CONTEMPORARY - COLOR SCHEME 16
French Limestone (White Sand) with 4"
chiseled limestone band (Silver Ash)
Color Blocking
5309 Sierra Madre
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Front Door
Roof Tile
Brick/Stone
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 17
21-12
"MODERN CONTEMPORARY"
COLOR SCHEME 17
HARRIS PLACE
MODERN CONTEMPORARY - COLOR SCHEME 17
Color Blocking
French Limestone (French White)
with 4" Chiseled Limestone Band
(French White)
Example: French
Limestone (French White)
with 4" Chiseled Limestone
Band (French White
5699 Ponderosa
Base Stucco (Body)
Fascia, Eaves, Popouts
Window Recesses
Front Door
Roof Tile
Brick/Stone
JOB
SHEET
( 6 0 2 ) 3 4 6 - 9 0 6 4
A r l i e n n e
C r e a t i o n s
CS 18
21-12
"MODERN CONTEMPORARY"
COLOR SCHEME 18
HARRIS PLACE
MODERN CONTEMPORARY - COLOR SCHEME 18
Color Blocking
302 Ponderosa
French Limestone (Country Beige)
with 4" Chiseled Limestone Band
(Cream)
VIII. Preliminary Grading and Drainage
Plan
'
A
B
B
GRADING
& DRAINAGE PLAN
GP01
3/5
HARRIS PLACE
SUBDIVISION
'
A
C
C
GRADING
& DRAINAGE PLAN
GP01
4/5
HARRIS PLACE
SUBDIVISION
PAVEMENT SECTION A
IX. Preliminary Plat
N
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WILLIAMS
JEFFREY L.
25995
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07.17.23
PRELIMINARY PLAT
COVER SHEET
JLW
JLW
PCW
21066CS01.DWG
CS01
1/6
07.17.23
PRELIMINARY PLAT
FOR
HARRIS PLACE
A PORTION OF THE NORTHEAST QUARTER OF SECTION 22,
TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA
LEGAL DESCRIPTION - 303-46-975A & 303-46-980A
PARCEL NO.l:
THE NORTH 453.63 FEET OF THE FOLLOWING DESCRIBED PROPERTY:
THE NORTH HALF OF THE WEST ONE-HALF OF THE WEST ONE-HALF OF THE NORTHEAST QUARTER OF
THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA;
EXCEPT ANY PORTION LYING WITHIN THE FOLLOWING DESCRIBED PROPERTIES:
(A)
COMMENCING AT THE NORTH QUARTER CORNER OF SECTION 22, TOWNSHIP 2 SOUTH, RANGE 5 EAST
OF THE GILA AND SALT RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA;
THENCE SOUTH 89 DEGREES 50 MINUTES 00 SECONDS EAST, (NORTH 89 DEGREES 23 MINUTES 30
SECONDS EAST, RECORD) ALONG THE NORTHERLY LINE OF THE NORTHEAST QUARTER OF SAID SECTION
22, A DISTANCE OF 1307 .00 FEET TO THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID
NORTHEAST QUARTER OF SECTION 22;
THENCE SOUTH O DEGREES 58 MINUTES 47 SECONDS WEST (SOUTH O DEGREES 12 MINUTES 00
SECONDS WEST, RECORD) ALONG THE WESTERLY LINE OF SAID NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 22, A DISTANCE OF 306.90 FEET, TO THE TRUE POINT OF
BEGINNING;
THENCE SOUTH 89 DEGREES 50 MINUTES 00 SECONDS EAST, BEING PARALLEL WITH SAID NORTHERLY
LINE OF THE NORTHEAST QUARTER OF SECTION 22, A DISTANCE OF 159.00 FEET;
THENCE SOUTH O DEGREES 58 MINUTES 47 SECONDS WEST, BEING PARALLEL WITH THE SAID
WESTERLY LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22, A
DISTANCE OF 0.24 FEET;
THENCE SOUTH 89 DEGREES 50 MINUTES 00 SECONDS EAST, BEING PARALLEL WITH THE SAID
NORTHERLY LINE OF THE NORTHEAST QUARTER OF SECTION 22, A DISTANCE OF 168.01 FEET TO A
POINT ON THE EASTERLY LINE OF THE WEST HALF OF THE WEST HALF OF SAID NORTHEAST QUARTER
OF THE NORTHEAST QUARTER OF SECTION 22, AND FROM WHICH THE NORTHEAST CORNER OF SAID
WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF
SECTION 22 BEARS NORTH O DEGREES 55 MINUTES 50 SECONDS EAST, 307.14 FEET (NORTH O DEGREES
09 MINUTES 00 SECONDS EAST, 307.09 FEET, RECORD) DISTANT THEREFROM;
THENCE SOUTH O DEGREES 55 MINUTES 50 SECONDS WEST ALONG SAID EASTERLY LINE OF THE WEST
HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22,
A DISTANCE OF 146.57 FEET (146.54 FEET, RECORD) AND FROM WHICH THE SOUTHEAST CORNER OF
THE NORTH HALF OF SAID WEST HALF OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 22 BEARS SOUTH O DEGREES 55 MINUTES 50 SECONDS WEST
208.60 FEET (208.56 FEET, RECORD) DISTANT THEREFROM;
THENCE NORTH 89 DEGREES 50 MINUTES 00 SECONDS WEST 327.14 FEET (SOUTH 89 DEGREES 23
MINUTES 30 SECONDS WEST, 326.99 FEET, RECORD) TO A POINT ON THE WESTERLY LINE OF SAID
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22 AND FROM WHICH THE
SOUTHWEST CORNER OF SAID NORTH HALF OF THE WEST HALF OF THE WEST HALF OF THE NORTHEAST
QUARTER OF THE NORTHEAST QUARTER OF SECTION 22 BEARS SOUTH O DEGREES 58 MINUTES 47
SECONDS WEST, 208.96 FEET (208.92 FEET, RECORD) DISTANT THEREFROM;
THENCE NORTH O DEGREES 58 MINUTES 47 SECONDS EAST, ALONG SAID WESTERLY LINE OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 22, A DISTANCE OF 146.80 FEET TO
THE TRUE POINT OF BEGINNING.
(B)
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 22 BEARING SOUTH 89 DEGREES 05
MINUTES 00 SECONDS WEST, A DISTANCE OF 2613.90 FEET FROM THE NORTHEAST CORNER OF SAID
SECTION 22;
THENCE NORTH 89 DEGREES 05 MINUTES 00 SECONDS EAST, ALONG THE NORTH LINE OF SAID SECTION
22, A DISTANCE OF 1306.95 FEET;
THENCE DEPARTING SAID NORTH SECTION LINE, SOUTH 00 DEGREES 06 MINUTES 24 SECONDS EAST,
ALONG THE WEST LINE OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION
22, A DISTANCE OF 33.00 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 89 DEGREES 05 MINUTES 00 SECONDS EAST, PARALLEL TO SAID NORTH LINE, A
DISTANCE OF 326.77 FEET TO A POINT ON THE EAST LINE OF THE WEST HALF OF THE WEST HALF OF
THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 22;
THENCE SOUTH 00 DEGREES 09 MINUTES 22 SECONDS EAST, ALONG THE EAST LINE OF THE WEST HALF
OF THE WEST HALF OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 22,
A DISTANCE OF 49.89 FEET;
THENCE SOUTH 89 DEGREES 05 MINUTES 00 SECONDS WEST, PARALLEL TO SAID NORTH LINE, A
DISTANCE OF 277.38 FEET;
THENCE SOUTH 44 DEGREES 29 MINUTES 26 SECONDS WEST, A DISTANCE OF 27.66 FEET TO A POINT
ON THE EAST LINE OF THE WEST 30 FEET OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER
OF SAID SECTION 22;
THENCE SOUTH 89 DEGREES 05 MINUTES 00 SECONDS WEST, PARALLEL TO SAID NORTH LINE, A
DISTANCE OF 30.00 FEET TO A POINT ON THE WEST LINE OF THE NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SAID SECTION 22;
THENCE NORTH 00 DEGREES 06 MINUTES 24 SECONDS WEST, ALONG THE WEST LINE OF THE
NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SAID SECTION 22, A DISTANCE OF 69.31 FEET
TO THE POINT OF BEGINNING.
(C)
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 22, FROM WHICH THE NORTHEAST
CORNER OF SAID SECTION 22 BEARS NORTH 89 DEGREES 05 MINUTES 00 SECONDS EAST, 2613.90 FEET;
THENCE NORTH 89 DEGREES 05 MINUTES 00 SECONDS EAST, ALONG AND WITH THE NORTH LINE OF
SAID NORTHEAST QUARTER, 1306.95 FEET TO THE TRUE POINT OF BEGINNING OF THE HEREIN
DESCRIBED PARCEL;
THENCE CONTINUING NORTH 89 DEGREES 05 MINUTES 00 SECONDS EAST, ALONG AND WITH SAID
NORTH LINE, 326.74 FEET;
THENCE SOUTH 00 DEGREES 09 MINUTES 21 SECONDS EAST, 33.00 FEET; THENCE SOUTH 89 DEGREES
05 MINUTES 00 SECOND WEST, 326.77 FEET;
HENCE NORTH 00 DEGREES 06 MINUTES 24 SECONDS WEST, 33.00 FEET TO THE POINT OF BEGINNING.
PARCEL NO.2:
THE NORTH HALF OF THE SOUTH 645.69 FEET OF NORTH 678.69 FEET OF NORTHEAST QUARTER OF THE
NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 2 SOUTH, RANGE 5 EAST OF THE GILA AND SALT
RIVER BASE AND MERIDIAN, MARICOPA COUNTY, ARIZONA;
EXCEPT THE WEST HALF OF THE WEST HALF THEREOF; AND
EXCEPT THE EAST 667.45 FEET THEREOF.
EXCEPT THAT PORTION BEING A PORTION OF THE NORTHEAST QUARTER OF SECTION 22, TOWNSHIP 2
SOUTH, RANGE 5 EAST OF THE GILA AND SALT RIVER MERIDIAN, MARICOPA COUNTY, ARIZONA, AND
BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCING AT THE NORTH QUARTER CORNER OF SAID SECTION 22, FROM WHICH THE NORTHEAST
CORNER OF SAID SECTION 22 BEARS NORTH 89 DEGREES 05 MINUTES 00 SECONDS EAST, 2613.90 FEET;
THENCE NORTH 89 DEGREES 05 MINUTES 00 SECONDS EAST, ALONG AND WITH THE NORTH LINE OF
SAID NORTHEAST QUARTER, 1633.69 FEET;
THENCE SOUTH 00 DEGREES 09 MINUTES 22 SECONDS EAST, DEPARTING SAID NORTH LINE, 33.00 FEET
TO THE TRUE POINT OF BEGINNING OF THE HEREIN DESCRIBED PARCEL;
THENCE NORTH 89 DEGREES 05 MINUTES 00 SECONDS EAST, 312.85 FEET;
THENCE SOUTH 00 DEGREES 18 MINUTES 12 SECONDS EAST, 66.89 FEET;
THENCE SOUTH 89 DEGREES 05 MINUTES 00 SECONDS WEST, 25.00 FEET;
THENCE NORTH 45 DEGREES 36 MINUTES 36 SECONDS WEST, 23.91 FEET;
THENCE SOUTH 89 DEGREES 05 MINUTES 00 SECONDS WEST, 270.97 FEET;
THENCE NORTH 00 DEGREES 09 MINUTES 22 SECONDS WEST, 49.89 FEET TO THE POINT OF BEGINNING.
COVER SHEET
SHEET INDEX
DESCRIPTION
SHEET NO
CS01
PL01
1
2
VICINITY MAP
SITE
T2S, R5E, S22
S. MCQUEEN ROAD
E. OCOTILLO ROAD
E. CHANDLER HEIGHTS ROAD
S. ARIZONA AVENUE
THE NORTH LINE OF THE NORTHEAST
QUARTER OF SECTION 22, T2S, R5E
BEARING: S 89°23'30" WEST
DEED PER INSTRUMENT NO. 20210372137 M.C.R.
OWNER
GBC CUSTOM HOMES
6150 W. GILA SPRINGS PLACE
SUITE 10
CHANDLER, AZ 85226
CONTACT: GENO CARR
PHONE: (480) 688-6849
EMAIL: G.GRAYBEARDSAZ.COM
ENGINEER
R.B. WILLIAMS & ASSOCIATES, INC.
1921 S. ALMA SCHOOL ROAD
SUITE 101
MESA, AZ 85210
CONTACT:JEFFREY L. WILLIAMS, P.E.
PHONE: (480) 424-2352
FAX: (480) 424-2353
EMAIL: JEFF@RBWILLIAMS.COM
8156 SF
8092 SF
AREA (SF)
8503 SF
LOT 2
LOT 3
LOT NO.
LOT TABLE
75,345 SF
TOTAL
8840 SF
LOT 4
8840 SF
LOT 5
LEGEND
KEY MAP
SCALE: 1"=50'
REFERENCE DOCUMENTS
BASIS OF BEARING
PRELIMINARY PLAT
GP01-GP02
3 & 4
PRELIMINARY GRADING/DRAINAGE PLAN
DT03
5
DETAIL SHEET
S. 119th STREET
S. 118th STREET
S. KIRBY WAY
PASEO TRAIL
BM #47A - SECTION 14, T2S, R5E, 3"
BRASS CAP IN CONCRETE, 215' EAST
OF THE INTERSECTION OF McQUEEN
RD AND OCOTILLO RD; 4' NORTH OF
THE BACK OF CURB. (NORTHING,
817836.803, EASTING, 728629.500)
NGVD 29 ELEVATION: 1227.920
NAVD 88 ELEVATION: 1229.58
EQUATION: 1.663
BENCHMARK
APN 303-46-975A
APN 303-46-980A
EXISTING ZONING: RU43
PROPOSED ZONING: PAD OVERLAY
FOR SINGLE-FAMILY RESIDENTIAL
NET AREA: 148,104 SF (3.40 AC)
GROSS AREA: 214,750 SF (4.93 AC)
SITE DATA
8052 SF
LOT 6
9786 SF
7603 SF
LOT 8
7473 SF
LOT 9
LOT 1
LOT 7
E. OCOTILLO ROAD
S. 119th STREET
S. KERBY WAY
REVISIONS:
DESIGN
DRAWN
CHK'D
R.B. WILLIAMS & ASSOCIATES, INC
1921 S. ALMA SCHOOL RD., STE 101
MESA, ARIZONA 85210
PHONE: (480) 424-2352
CONSULTING ENGINEERS
JEFFREY L. WILLIAMS, P.E.
SHEET NO.
SHEET TITLE
PROJECT NAME
DATE
SUB.
PHILLIP C. WILLIAMS, P.E., R.L.S.
HARRIS PLACE
SUBDIVISION
11811, E. OCOTILLO RD
CHANDLER, AZ 85249
COC LOG NO. PLH21-0069
FLOOD ZONE
SITE IS NOT IN A SPECIAL FLOOD HAZARD ZONE.
THIS PROJECT IS SHOWN TO LIE WITHIN FLOOD ZONE "X (OTHER FLOOD AREAS)" ACCORDING TO
FEDERAL EMERGENCY MANAGEMENT AGENCY FLOOD INSURANCE RATE MAP, MAP NUMBER
04013C3102M, DATED 11-04-2015.
ZONE "X (OTHER FLOOD AREAS)" IS DEFINED AS AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREA OF
1% ANNUAL CHANCE FLOOD WITH AVERAGE DEPTHS OF LESS THAN ONE (1) FOOT OR WITH
DRAINAGE AREAS LESS THAN ONE SQUARE MILE AND AREA PROTECTED BY LEVEES FROM 1%
ANNUAL CHANCE FLOOD.;
NOTES
THE IMPROVEMENTS SHOWN ON THIS PLAT WILL NOT BE FULLY APPROVED BY THE CITY AND THE CERTIFICATE OF
OCCUPANCY OR ACCEPTANCE WILL NOT BE ISSUED UNTIL THE OVERHEAD UTILITY LINE UNDERGROUNDING
REQUIREMENT HAS BEEN SATISFIED.
THE IMPROVEMENTS SHOWN ON THIS PLAT WILL NOT BE FULLY APPROVED BY THE CITY AND THE CERTIFICATE OF
OCCUPANCY OR ACCEPTANCE WILL NOT BE ISSUED UNTIL THE IRRIGATION FACILITY UNDERGROUNDING REQUIREMENT
HAS BEEN SATISFIED.
ALL EXISTING STRUCTURES ON THE PROPERTY WILL BE DEMOLISHED PRIOR TO COMMENCEMENT OF CONSTRUCTION OF
NEW INFRASTRUCTURE.
LOT DIMENSIONS ARE INDICATED ON THE PRELIMINARY PLAT. NO LOT IS STANDARD.
WITHIN THE VISIBILITY EASEMENT, NO OBJECT, WALL, STRUCTURE, MOUND OR LANDSCAPING (MATURE) OVER 24" IN
HEIGHT IS NOT ALLOWED WITHIN THE EASEMENT EXCEPT TREES TRIMMED TO NOT LESS THAN 6' ABOVE GROUND. TREES
SHALL BE SPACED NOT LESS THAN 8' APART.
1.
2.
3.
4.
5.
TRACT TABLE
PARCEL NAME
SQUARE FEET
ACRES
USES
TRACT A
TRACT B
OPEN SPACE, RETENTION, LANDSCAPING, WATER ESMT
OPEN SPACE, RETENTION, LANDSCAPING
10,104
0.23
33,931
0.78
GENERAL NOTES:
1.
NO REGISTERED WATER WELLS EXIST ON SITE AT TIME OF
PLAT CREATION.
2.
EXISTING DRAINAGE CANAL IS TO BE ABANDONED IN
PLACE.
3.
ALL EXISTING STRUCTURE TO BE REMOVED.IN ADDITION
ALL CONCRETE AND CMU BLOCK WALLS WILL BE
DEMOLISHED.
4.
INFRASTRUCTURE WILL BE CONSTRUCTED ALL AT ONCE.
ONLY HOMES WILL BE PHASED.
E. YELLOWSTONE PLACE
UP01
6
PRELIMINARY UTILITY PLAN
TRACT B
1' VNAE
1'
VNAE
TORRES ALFONSO JR/LECKY HENNIFER
APN 303-46-972
ZONING: RU-43
82.88'
EX. ROW
TRACT B
TRACT A
TRACT B
5' SB
10' SB
25' SB
10' SB
20' SB
26'
25' SB
25' SB
25' SB
25' SB
25' SB
10' SB
10' SB
10' SB
10' SB
10' SB
10' SB
5' SB
5' SB
5' SB
5' SB
5' SB
10' SB
10' SB
25' SB
5' SB
5' SB
20' SB
20' SB
PROPOSED
50' ROW
R=52'
8' PUE
8' PUE
16' W/L ESMT
TRACT B
TRACT A
TRACT A
E. YELLOWSTONE PLACE
PROPOSED
30' ROW
EX 30'
ROW
25.00'
NEW
ROW DEDICATED
HEREON
30'X30' SITE VISIBILITY
EASEMENT
TU HSUAN-CHEN/YEH EVELYN
APN 303-46-974
ZONING: RU-43
1' VNAE
ABANDONED 30' ROW
ORIGINAL DEDICATION PER DKT 7932,
PG 209 & 211
BK 143 OF MAPS, PG 211
PUE CUT OFF AT
PROPERTY LINE
COC AGREEMENT
TO EXTEND
WATER SERVICE
INST. 96-0379513
COC AGREEMENT
TO EXTEND
WATER SERVICE
INST. 96-0379513
COC AGREEMENT
TO EXTEND
WATER SERVICE
INST. 96-0379513
8' POWER DIST ESMT
INST. 20021039581
TO BE ABANDONED
12' ROADWAY ESMT
INST. 2005-1839884
25' INGRESS/EGRESS A
BK 414 OF MAPS, P
CENTERLINE OF POWER TRANS ESMT
DOCKET 4273, PG 591
NOW WIDTH GIVEN
33' ROW PER BK 414, PG 30
SITE VISIBILITY ESMT
SEE DETAIL SHT DT03
30'X30' SITE VISIBILITY
EASEMENT
30'X30' SITE VISIBILITY
EASEMENT
30'X30' SITE VISIBILITY
EASEMENT
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JEFFREY L.
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07.17.23
OCOTILLO ROAD
119th STREET
PRELIMINARY
PLAT
JLW
JLW
PCW
21066PL01.DWG
PL01
2/6
07.17.23
REVISIONS:
DESIGN
DRAWN
CHK'D
R.B. WILLIAMS & ASSOCIATES, INC
1921 S. ALMA SCHOOL RD., STE 101
MESA, ARIZONA 85210
PHONE: (480) 424-2352
CONSULTING ENGINEERS
JEFFREY L. WILLIAMS, P.E.
SHEET NO.
SHEET TITLE
PROJECT NAME
DATE
SUB.
PHILLIP C. WILLIAMS, P.E., R.L.S.
HARRIS PLACE
SUBDIVISION
11811, E. OCOTILLO RD
CHANDLER, AZ 85249
COC LOG NO. PLH21-0069
PROPOSED
8" WATER
MAIN
PROPOSED
8" SEWER
MAIN
6'
6'
E YELLOWSTONE PLACE ROAD SECTION PER C-213
NE COR SEC 22
T2S, R5E
FND BCFL
N 1
4 COR SEC 22
T2S, R5E
FND 1
2" REBAR
1307.00'
306.90'
1306.50'
MARICOPA COUNTY
CITY OF CHANDLER
MARICOPA COUNTY
CITY OF CHANDLER
4:1 MAX
MAG 220 'A'
MAG 220 'A'
2%-3%
25' R/W TYP.
17.5' B/C TYP.
7.5' B/C
1.5% TYP
8' PUE
TYP.
TYP.
5' SIDEWALK TYP.
BOTH SIDES PER MAG 230
SEE NOTE 4
2%-3%
ASPHALT EMULSION
SURFACE SEALER TYP.
PL
PUE
CL
SEE CHANDLER ARIZONA SPECIFICATION & STANDARDS
Details Sheet C-213 for full design specs.
119TH STREET ROAD SECTION 119 PER C-213
SEE CHANDLER ARIZONA SPECIFICATION & STANDARDS
Details Sheet C-213 for full design specs.
EXIST
8" WATER
MAIN
PROPOSED
8" SEWER
MAIN
1.42'
6'
4:1 MAX
MAG 220 'A'
25' R/W TYP.
17.5' B/C TYP.
7.5' B/C
1.5% TYP
8' PUE
TYP.
TYP.
5' SIDEWALK TYP.
PER MAG 230
SEE NOTE 4
2%-3%
ASPHALT EMULSION
SURFACE SEALER TYP.
PL
PUE
CL
EXISTING ASPHALT
7.5' B/C
TYP.
EXISTING
CURB/GUTTER &
SIDEWALK
PL
TRENCH
KERBY WAY
OCOTILLO ROAD
SITE VISIBILITY EASEMENT
SITE VISIBILITY EASEMENTS
SEE CITY OF CHANDLER, ENGINEERING & DESIGN
STANDARDS MANUAL, SECTION 4.2.4.4, FIGURE 4-D
KERBY WAY
PROPERTY
LINE
PROPERTY
LINE
30.00'
30.00'
OCOTILLO ROAD
SITE VISIBILITY EASEMENT
119th STREET
PROPERTY
LINE
PROPERTY
LINE
30.00'
30.00'
DETAILS
REVISIONS:
DESIGN
DRAWN
CHK'D
R.B. WILLIAMS & ASSOCIATES, INC
1921 S. ALMA SCHOOL RD., STE 101
MESA, ARIZONA 85210
PHONE: (480) 424-2352
CONSULTING ENGINEERS
JEFFREY L. WILLIAMS, P.E.
SHEET NO.
SHEET TITLE
PROJECT NAME
DATE
SUB.
PHILLIP C. WILLIAMS, P.E., R.L.S.
HARRIS PLACE
SUBDIVISION
11811, E. OCOTILLO RD
CHANDLER, AZ 85249
COC LOG NO. PLH21-0069
4:1 MAX
MAG 220 'A'
MAG 220 'A'
2%-3%
25' R/W TYP.
17.5' B/C TYP.
7.5' B/C
1.5% TYP
8' PUE
TYP.
TYP.
5' SIDEWALK TYP.
BOTH SIDES PER MAG 230
SEE NOTE 4
2%-3%
ASPHALT EMULSION
SURFACE SEALER TYP.
4:1 MAX
MAG 220 'A'
25' R/W TYP.
17.5' B/C TYP.
7.5' B/C
1.5% TYP
8' PUE
TYP.
TYP.
5' SIDEWALK TYP.
PER MAG 230
SEE NOTE 4
2%-3%
ASPHALT EMULSION
SURFACE SEALER TYP.
EXISTING ASPHALT
7.5' B/C
TYP.
TRENCH
XI. Legal Description
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ĞŐŝŶŶŝŶŐ͘
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Ϯϱϴ͘ϭϱĨĞĞƚƚŽƚŚĞdƌƵĞWŽŝŶƚŽĨ
ƌůĞƐƐ͘
03.20.23