Approved PlansS@AardvarkArchitecture.com
408 478-7174
c Copyright Aardvark Architecture
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Cover
A0.0
Sheet Index
"New Home" Two Story Addition Above
Existing Single Story Home to Remain
Project Team
Assessor's Parcel Map
Required Contractor Submittals
Prior to Permit Issuance
The General Contractor must provide the following prior to building permits
being issued:
1. General Contractor's License Number
2. General Contractor's Insurance and Worker's Comp policies
3. Construction Staging Plan
4. Construction Waste Management Plan in accordance with CalGreen
4.408.2
Required Contractor
Submittals to Architect
The following are required to be submitted to the Architect for review and
comment:
1. Window and door package
2. Cabinet shop drawings and finish samples
3. Mechanical ducting plan
4. Stair and railing shop drawings
5. Miscellaneous steel shop drawings.
Note: See Structural Plans for additional required submittals for shop
drawings, etc.
Applicable Codes
The below codes with Cupertino City Amendments apply to this project:
1. Cupertino City Municipal Code
2. 2022 California Administrative Code (CAC)
3. 2022 California Building Code (CBC)
4. 2022 California Residential Building Code (CRC)
5. 2022 California Electrical Code (CEC)
6. 2022 California Mechanical Code (CMC)
7. 2022 California Plumbing Code (CPC)
8. 2022 California Energy Code (CEnC)
9. 2022 California Historical Code (CHC)
10. 2022 California Fire Code (CFC)
11. 2022 California Existing Buildings Code
12. 2022 California Green Building Standards
13. 2022 California Referenced Standards
Deferred Submittals
1. Fire Sprinklers in accordance with NFPA 13-D and State and Local
requirements. Note that per CRC 313.3.7, a sign or valve tag shall be
installed at the main shutoff valve to the water distribution system
stating the following: "Warning: The water system for this home supplies
fire sprinklers that require certain flows and pressures to fight a fire.
Devices that restrict the flow or decrease the pressure or automatically
shut off the water to the fire sprinkler system, such as water softeners,
filtration systems, and automatic shut off valves, shall not be added to
this system without a review of the fire sprinkler system by a fire
sprinkler specialist. Do not remove this sign". Fire sprinklers are to be
added to attached garages.
2. Stair guardrail shop drawings signed and stamped by a licensed
engineer to be submitted to Building Department for review and
approval. Note that the shop drawings must demonstrate that the
guardrail design is adequate to support a single concentrated 200
pound load applied in any direction at any point along the top of the
rail per CRC Table 301.5 and 301.5 Footnote D.
3. Solar photovoltaic system to be under a separate permit.
4. Any work done beyond the Property Line or in the Public Right of Way
will require a separate Encroachment Permit. The performance of this
work is NOT authorized by the Building Permit issuance, but shown on
these plans for reference only.
North
3 3 0
300
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Architectural:
A0.0 Cover Sheet
A0.1 General Notes
A0.2 Context Protection
A0.3 Floor Area and Other Calcs
A1.0 Existing & New Site Plan
A2.0 Demo Plan
A2.1 1st Floor Plan
A2.2 2nd Floor Plan
A2.3 Roof Plan
A4.0 Exterior Elevations
A4.1 Exterior Elevations
A4.2 Exterior Elevations
A4.3 Exterior Elevations
A4.4 Pergola Elevations
A5.0 Building Sections
A5.1 Building Sections
A6.0 Perspectives
A6.1 Perspectives
A6.2 Perspectives
A6.3 Perspectives
Surveyor:
C.0 Topographic Survey
Green Building:
TBD
Structural:
TBD
Mechanical:
TBD
Electrical:
TBD
Title 24:
TBD
Scope of Work
· Existing Single Family home and attached garage to remain. Remove
all existing roof framing in preparation for new 2nd floor living area.
· 1st Floor Addition and 2nd Floor Addition. 1st Floor Setbacks are
unchanged. 2nd floor setbacks are shown in table below.
· Existing electrical service of 200amps overhead to remain.
· Existing water service to remain unless an upgrade is needed for
deferred fire sprinkler submittal.
· Existing residential gas service to remain for water heating, space
heating, and cooking.
· No new landscaping proposed as a part of this project. All existing
trees to be protected as shown on A0.2
Project Summary
Assessor's Parcel Number: 326-45-012
Jurisdiction:Cupertino
Zoning:R1-10
General Plan Land Use:Low Density (1-5 DU/Ac.)
Type of Construction:Type V-B, Sprinklered
Building Occupancy Groups: R-3/U (Single Family Residential)
Project Data: Existing Proposed
Lot Area: 11,124 s.f.11,124 s.f.
Building Square Footage 2,383.5 s.f.4,989.7 s.f.
First Floor (incl. garage and
enclosed acc. structures):2,383.5 s.f.2,673.9 s.f.
Second Floor (incl >16' tall):0.0 s.f.2,315.8 s.f.
Ratio of 2nd:1st Floor Area:0.00%86.61%
Floor Area Ratio:21.43%44.86%
Landscape Area:6,060 s.f.5,525 s.f.
Front Setback (1st/2nd) 23.98' / n.a. 23.98' / 27'-1 1 2"
Rear Setback (1st/2nd) 68.26' / n.a. 68.26' / 66'-3 1 2"
Left Side Setback (1st/2nd) 10.25' / n.a. 10.25' / 10.25'
Right Side Setback (1st/2nd) 11.28' / n.a. 11.28' / 15'-0"
Max Height 14'-6"28'-0"
Floor Yard Impervious Area
(40% max allowed)36%39%
Owner
Alex Speltz
Alex.J.Speltz@gmail.com
408-477-5767
Surveyor
LC Engineering
Ninh Le
408 806 7187
NLe@LCengineering.net
Structural Eng.
Company
Contact
Phone
Email
T24 Eng.
Company
Contact
Phone
Email
Architect
Aardvark Architecture, Inc.
Sean Rinde, Principal
408 478 7174
S@AardvarkArchitecture.com
Electrical Eng.
Company
Contact
Phone
Email
Green Point
Rater
Company
Contact
Phone
Email
10420 Mann Drive
Location Map
R-2024-008
07/30/24
Danielle Condit
S@AardvarkArchitecture.com
408 478-7174
c Copyright Aardvark Architecture
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General
Notes
A0.1
General Notes:
1. The Contract for construction shall generally follow the general
conditions of AIA contract A201, 2017 version.
2. The Contractor shall keep the jobsite clean and safe at all times and
shall leave the premises clean and orderly, and ready for occupancy.
3. The Contractor shall pick up all permits after providing license number,
insurance and worker's comp policies, construction staging plans, and
construction waste management plans in accordance with CalGreen
4.408.2
4. Contractor shall provide work completely and in accordance with
current applicable codes.
5. Contractor shall be responsible for any damage incurred through any
errors or omissions within their work to this property or to the adjacent
private and/or publicly owned properties.
6. Contractor shall not perform any work that will result in a change order
without prior written approval from owner. Change orders must be
provided in writing and shall be for either additions or subtractions to
the construction contract. Change orders must be signed by the
owners, architect, and contractor before the work proceeds.
7. Contractor to review all design changes or substitutions with the
architect and receive approval for all changes.
8. Written dimensions take precedence over scale. Do not scale the
drawings. Notify the architect of any discrepancies. Dimensions shown
are to face of stud, unless noted otherwise.
9. Contractor to verify all field conditions and measurements before
starting construction. Alert architect of all discrepancies and/or
variation before proceeding with work.
10. Contractor to report on the progress of work to the architect at a
minimum, on a bi-weekly basis or more frequently as conditions
warrant. Meetings with the architect shall be scheduled to allow for
time required to provide appropriate response to any questions or site
conditions.
11. Contractor shall arrange for a meeting after determining the project
dimensional layout for review by the architect and owner.
12. Code upgrade work not required by building inspectors is to be
reviewed with the architect and owner to determine course of action. If
the contractor believes code upgrade is necessary and it has not been
required by the building inspector, the architect and owner shall
determine whether the work is to be undertaken.
13. Verify all equipment and appliance sizes before commencement of
the work.
14. Electrical, mechanical, and plumbing systems are "design/build."
unless project specific plans are provided by consultants.
Performance specifications are to be reviewed by the architect and
owner before commencement of the work, i.e., furnace size and type,
electrical panel sizes, etc. Provide shop drawings of mechanical
layout including soffit requirements for review by owner and architect
for approval.
15. Provide complete furring and soffits to install all horizontal and vertical
HVAC ducts, venting, and plumbing. Contractor is to conceal
assemblies above ceiling without using soffits wherever possible.
Coordinate with owner in field prior to installation.
16. Install all equipment, fixtures, and materials per manufacturer's
recommendations.
17. Contractor to coordinate with owner for owner-provided materials and
products.
18. Provide insulation in walls, floors, ceilings, and roofs adjoining exterior
or unconditioned spaces. See bid instructions for schedule (insulation
values to be no less than as indicated in title 24 energy report).
Insulation to conform to flame spread rating and smoke density
requirements of CRC 302.10
19. Provide water-resistant gyp. bd. at all bath, toilet, and laundry room
walls that will be painted. Provide fiber-mat reinforced cementitious
backer units at all wall and ceiling surfaces that may be finished with
tile per CRC 702.4.2.
20. All wood shall be painted as follows:
20.1. Exterior: two coat over primer; stain and seal where indicated.
20.2. Interior: two coat over primer; stain and seal where indicated.
21. Colors to be selected by architect and owner. Final acceptance of
colors will be from job-applied samples. Provide full-coat finish
samples on surface with a minimum size of 25 s.f. for approval by
architect and owner.
22. Adequate preparation of the substrate is imperative to proper bonding
of the paint. Prep each substrate as recommended by manufacturer.
Thoroughly clean all surfaces. Remove any paint where bonding
failure is evident and roughen surfaces as required for adhesion of new
paint.
23. Tile flooring to be supplied by owner and installed by contractor (OPCI)
unless otherwise noted. Contractor shall coordinate with owner for
required scheduling and ordering information. Contractor shall assist in
determining quantities when required.
24. Contractor shall provide owner with requested dates for delivery of all
OPCI products and keep owner updated on schedule. Owner shall
determine lead time for all products and provide delivery when
required by contractor.
25. For all materials provided by contractor which require color or finish
selection, contractor shall contact architect and owner for all
decisions.
26. Use quarter round trim pieces (for full mortar bed) or bullnose edge trim
pieces (for thinset), or mfr. metal edging for exposed outside edge
conditions. Verify with owner in field.
27. Contractor to coordinate with the owner for all A/V and/or telecom
work
28. All exposed sheet metal edges to be flat hemmed back a minimum of
10 times the material thickness
29. CRC317.3.1 fasteners for preservative-treated wood: fasteners,
including nuts and washers, for preservative-treated wood shall be of
hot-dipped, zinc-coated galvanized steel, stainless steel, silicon bronze
r copper. coating types and weights for connectors in contact with
preservative-treated wood shall be in accordance with the connector
manufacturer's recommendations. in the absence of manufacturer's
recommendations, a minimum of astm a653 type g185 zinc-coated
galvanized steel, or equivalent, shall be used.
Plumbing Notes:
1. All plumbing work shall be in compliance with the latest adopted CPC
codes.
2. Installation instructions for all listed equipment shall be provided to the
field inspector at the time of inspection.
3. Required water-conserving flow rates:
3.1. Toilet flow rate to be 1.28 gallons per flush maximum. For dual
flush toilets, the effective average flush volume = (2 reduced
flushes + 1 full flush) ÷ 3.
3.2. Kitchen faucet to be 1.8 gallons per minute maximum
3.3. Residential lavatory faucet to be 1.2 gallons per minute maximum
3.4. Showerheads to be 1.8 gallons per minute maximum
4. Project to include new copper hot and cold supply lines in area of
work. All hot water supply piping 3/4" and greater shall be insulated
per CEnC 150.0(j)(2)(ii). All hot water pipes from heating source to
kitchen fixtures shall be insulated regardless of size.
5. Faucets with attached hose sprays shall vent to atmosphere under
back siphonage conditions (CPC section 603.5.7). All showers shall
have anti-scald valve.
6. No dishwashing machine shall be directly connected to a discharge
system or food disposal without the use of an approved airgap fitting
on the discharge side of the dishwashing machine unless specifically
allowed per the manufacturer.
7. All building supply water systems in which quick acting valves are
installed shall be provided with devices to absorb the hammer caused
by high pressures resulting from the quick closing of these valves.
Water hammers shall be installed as close as practical to these valves.
8. Washing machine to have dedicated drain line. Clothes washer and
laundry tub to be connected to separate and independent plumbing
traps, except that the laundry trap may receive waste from clothes
washer per CPC 1001.1
9. A category III, IV, or Type B vent with a straight pipe between the
outside termination and the space where the water heater is located
shall be installed. Install a condensate drain that is a max. of 2 inches
higher than the base of the installed water heater that allows natural
drainage without pump assistance.
10. Garage mounted water heaters (generating a glow, spark, or flame
capable of igniting flammable vapors) shall be installed 18" above
garage floor per CPC 507.13. Seismic anchorage of water heater to
include anchors or straps at points within the upper and lower 1/3rd of
its vertical dimension, the lower anchor/strap located to maintain a
min. distance of 4" above controls per CPC 507.2. Water heaters over
50 gallons to have three straps. See Detail 5/A8.1. Provide pressure
relief valve w/ drain to outside at water heater per CPC 608.5. Provide
air for combustion and ventilation per manuf. instruction and CPC 506.0
11. Plumbing and equipment venting: where feasible, vent all plumbing
fixtures, exhaust vents, furnace, and water heater to roof. Verify all
locations of vents with architect prior to installation. All exterior
penetrations are to be made watertight. Contractor to combine vents
wherever feasible to minimize pipe penetrations through roof. Vents to
be routed to side of roof facing away from street(s) wherever possible.
See also roof plan for location of false chimneys for venting.
11. All hose bibbs other than water heater drains and washer connections
shall be protected by a listed non-removable hose bib type back flow
preventer or by a rated atmospheric vacuum breaker installed at least
6" above the highest point of usage and located on the discharge side
of the last valve.
12. Showers, tub-shower combinations, and whirlpool tubs shall be
provided with individual control valves of the pressure balance,
thermostatic, or combination of both that provide scald and thermal
shock protection. Valves shall be adjusted to deliver a max. mixed
water setting of 120 degrees Fahrenheit. CPC 408.3 & 409.4
13. Entire length of recirculating distribution sections of domestic hot water
must be insulated. Non-recirculating systems must have insulation on
both hot- and cold-water pipes for a length of 5 feet from the water
heater with the exception that the entire length of hot water pipes from
the water heater to the kitchen be insulated.
14. Where water pressure exceeds 80 psi, an approved regulator
preceded by an adequate strainer shall be installed per CPC 608.2. An
approved expansion tank shall be installed in the cold-water
distribution piping downstream of each such regulator.
15. Copper, copper alloys, lead, and lead alloys including brass, shall not
be used for building sanitary waste sewer except for domestic waste
sink traps and short lengths of associated connecting pipes where
alternate materials are not practical
16. No underfloor cleanout shall be more than 20 feet from crawlspace
access per CPC 707.9
17. Provide a 4" drainage pipe whenever 4 or more water closets are
connected per CPC Table 703.2 Footnote 4
18. Venting for island plumbing fixtures shall be constructed per CPC 909.0
Mechanical Notes:
1. All mechanical work shall be in compliance with the latest adopted
CMC codes.
2. Furnace location shown on plans. Provide new insulated duct runs or
replace with new to serve new locations.
3. Mechanical Contractor/Plumbing Contractor to show the termination
location of flues and plumbing vents in relation to openings in the
structure (especially operable Modular Skylights) on their respective
design drawings. All environmental air ducts shall be a min. of 3 feet
from any openings into the building (i.e. dryers, bath and utility fans,
etc., must be 3 feet away from doors, operable windows, property
lines, opening Modular Skylights or attic vents.) per CMC 504.5. Gas
vent terminations shall meet the requirements of CMC 802.6 and 802.8.
4. Installation instructions for all listed equipment shall be provided to the
field inspector at the time of inspection.
5. All mechanical ventilation systems shall have back draft dampers.
6. Mechanical ventilation systems in bathrooms are required to be
ventilated with a minimum 50 cubic foot per minute intermittent or 20
cubic foot per minute continuous exhaust fans CBC 1203.4.2.1
7. Bathrooms containing bathtubs, showers, spas, and similar bathing
fixtures shall have humidity controlled exhaust fans per CRC 405.6 and
be switched separately from lighting systems (natural ventilation is not
an alternative replacement).
8. Supply a smooth metal duct for dryer exhaust extending to outside of
building (14'-0" maximum length, including two 90° elbows) with back
draft damper, unless manufacturer permits longer runs or a power
exhaust is provided.
9. Ducts in the garage or penetrating the walls or ceilings separating the
dwelling from the garage shall be constructed of a minimum 26 gage
sheet steel or other approved material and shall have no openings into
the garage per CRC 302.5.2
10. Heating equipment generating a glow spark, or flame capable of
igniting flammable vapors shall be installed a minimum of 18 inches
above the garage floor.
11. When a closet is designed for installation of a clothes dryer, a minimum
opening of 100 square inches for makeup air shall be provided in the
door or floor and ceiling or by other approved means.
12. When gas fired furnace compartments are used, provide an upper and
lower combustion air openings. The openings shall be located with-in
the upper and lower 12" of the enclosure. Combustion air requirements
to comply with CMC Chapter 7.
13. All air conditioner units or air conditioner condensers shall be located
away from property line as per local code regulations.
14. Appliances designed to be fixed in position shall be securely fastened
in place. Supports for appliances shall be designed and constructed
to sustain vertical and horizontal loads within the stress limitations
specified in CMC 303.5.
15. Heating system to be capable of maintaining a minimum indoor
temperature of 68°F at a point 3 feet above the floor and 2 feet from
exterior walls in all habitable rooms.
16. Approved mechanical ventilation system must be capable of
producing 0.35 air change per hour for in-room ventilation system or 15
CFM per occupant for a whole-house ventilation system computed on
the basis of 2 occupants for the first bedroom and 1 occupant for each
additional bedroom per CRC 303.1 Exception 1.
17. Ventilation heating and air conditioning systems shall have MERV 6
filters or better.
18. Where combustion appliances or solid-fuel burning appliances are
located inside the pressure boundary, the maximum allowable net
exhaust flow of the two largest exhaust fans shall not exceed 15 CFM
per 100 s.f. of occupiable space, when operating at full capacity. If the
designed total net flow exceeds this limit, the net exhaust flow must be
reduced by reducing the exhaust flow or providing compensating
out-door airflow. (Note: if make-up air fan is installed, it must be
electrically interlocked with the largest exhaust fan). ASHRAE 62.2,
Section 6.4
Electrical Notes:
1. Existing wiring to be upgraded to meet current code.
2. All installed luminaries shall be high efficacy, CEnC 150.0(k)1a
3. Garage, bathrooms, utility and laundry rooms shall have high efficacy
luminaries. At least one of the fixtures in the room/space shall be
controlled by vacancy sensor. CEnC 150.0(k)(2) (j).
4. Vacancy sensors or dimmers shall be provided for all luminaries
required to have light sources compliant with reference joint appendix
JA8 such as GU-24 sockets containing LED light sources. Except for
hallways and closets less than 70 s.f. CEnC section 150.0(k)(2)(k).
5. Occupant sensor is a manual-on occupancy sensor and motion sensor
that complies with definitions under CEnC 100.1 and shall not have a
control that allows the luminaries to be turned on automatically or that
has an override allowing the luminaries to be always on.
6. Outdoor lights attached to the building shall be high efficacy
controlled by motion sensor and photo-cell or controlled by
photo-control and automatic time switch, by an astronomical time
clock or by an energy management system. all outdoor lighting shall
be controlled by a manual on and off switch that does not override to
the automatic actions of the features mentioned above. CEnC section
150.0(k)(3)(a)
7. Service panel shall comply with CEC 230.
8. Closet light fixtures shall comply with CEC 410.16.
9. Provide UL listed fixtures in damp locations marked "suitable for
wet/damp locations" per CEC 410.10.
10. Ceiling fans or chandeliers are to be supported per CEC 317.27(c) and
shall not use outlet boxes as the sole means of support.
11. Electrician to review location, types, and colors of fixtures, switches,
dimmers, and outlet locations with owner in field prior to rough
installation.
12. Owner to provide kitchen hood, contractor to install. provide electrical
connection per mfr. all environmental air ducts shall be a min. of 3 feet
from any openings into the building per CMC 504.
13. Contractor to upgrade panel to new 200 amp panel or provide load
calculations to prove existing panel is sufficient for new loads
14. All new and replaced 15-amp and 20-amp dwelling unit receptacles
shall be listed tamper-resistant receptacles, CEC 406.12
15. Electrical boxes on opposite sides of rated garage wall to be
separated by horizontal distance of 24" min. with individual
non-communicating stud cavities.
16. Provide listed arc-fault circuit interrupter (AFCI) (combination type)
protection for all branch circuits that supply 120-volt, 15 & 20 amp
outlets (for receptacles, lights, & smoke alarms) installed in family
rooms, living rooms, libraries, dens, bedrooms, sun rooms, recreation
rooms, closets, hallways. Ground fault (GFCI) is required in bathrooms,
garages, accessory areas, exterior, crawlspaces, and basements.
Combination AFCI/GFCI is required in kitchens and laundry areas per
CEC 210.12 and CEC 210.8
17. All outlets to serve kitchen countertops shall be GFCI protected per the
electrical code.
18. Two small appliance branch circuits are required for the kitchen and
are limited to supplying wall and counter space outlets for the kitchen,
pantry, breakfast room, dining room, or similar areas. These circuits
cannot serve outside plugs, range hood, disposals, dishwashers or
microwaves, only the required countertop/wall outlets including the
refrigerator. CEC 210.11(c)(1) & 210.52(b)
19. Laundry receptacle outlet to be a dedicated 20-amp branch circuit
per CEC 210.11(c)(2) & 210.52(f). Provide an additional 30-amp 4-wire
circuit for electrical dryer.
20. Dedicated 20-amp circuit required to serve bathroom outlets. This
circuit cannot supply any other receptacles, lights, fans, etc.
(exception: where the circuit supplies a single bathroom, outlets for
other equipment within the same bathroom shall be permitted to be
supplied.) CEC 210.11(c)(3) & 210.52(d)
21. Place receptacles in remodeled areas every 12 feet o.c. maximum
and within 6 feet of end walls. Wall spaces include fixed panels in
exterior walls, excluding sliding panels and also fixed room dividers
such as bar type counters or railings. CEC 210.52(a)
22. Smoke alarms and carbon monoxide alarms shall receive their primary
power from building wiring, be equipped with battery back-up, and be
interconnected in such a manner that the activation of one alarm will
activate all of the alarms. Alarms shall be audible in all sleeping
rooms. Smoke alarms shall not be installed within 36 inch horizontal
path from supply or return registers of heating or cooling systems and
shall be installed outside of the direct airflow of those registers per CRC
314 and 315. Smoke alarms and smoke detectors shall not be installed
less than 36 inches from the door or opening of a bathroom with a tub
or shower. Refer to manuf. instructions for installation in rooms with
variations in ceiling height. Owner to provide detectors for installation.
23. All recessed light fixtures in insulated ceilings shall be IC rated and
air-tight (AT) labeled and shall have an electronic ballast. Fixtures not
IC rated can be used in non-insulated areas and shall be spaced at
least 1/2" from combustible materials.
24. Receptacles installed outdoors in locations unprotected from the
weather shall have an enclosure that is waterproof whether or not a
plug is inserted. All 15 & 20 amp 125 & 250 volt non-locking
receptacles shall be listed weather and tamper resistant type (and
marked "WR" & "TR") CEC 210.52(e) and 406.9
25. All multiwire branch circuits require simultaneous disconnect at the
point where the branch circuit originates. Multiwire branch circuits in a
panelboard or other enclosure must be grouped together by wire ties
or similar means to identify the corresponding grounded and
ungrounded conductors of the circuit.
26. A 120v receptacle shall be located within 3 feet of the water heater(s)
and shall be accessible to the water heater with no obstructions. A 120
v receptacle shall be located within 20 ft of an A/C condenser(s).
Stair, Handrail, & Guardrail Notes:
1. Where stairs enclose storage space below, clad the underside of stairs
with 1/2 inch minimum thick drywall.
2. Width: stairways shall be not less than 36 inches in clear width at all
points above the permitted handrail height and below the required
headroom height. the clear width of stairways at and below the
handrail height, including treads and landings, shall be not less than
31-1/2 inches where a handrail is installed on one side and 27 inches
where handrails are installed on both sides.
3. Stair treads and risers: stair treads and risers shall meet the
requirements of this section. for the purposes of this section, dimensions
and dimensioned surfaces shall be exclusive of carpets, rugs or
runners. Treads and risers shall be of uniform size, except that the
greatest shall not exceed the smallest by more than 3/8 inch.
3.1. Risers: the riser height shall be not more than 7-3/4 inches. the riser
shall be measured vertically between leading edges of the
adjacent treads.
3.2. Risers shall be vertical or sloped from the underside of the nosing
of the tread above at an angle not more than 30 degrees from
vertical.
3.3. At open risers, openings located more than 30 inches, as
measured vertically, to the floor or grade below shall not permit
the passage of a 4-inch-diameter sphere.
3.4. Treads: the tread depth shall be not less than 10 inches. the tread
depth shall be measured horizontally between the vertical planes
of the foremost projection of adjacent treads and at a right angle
to the tread's leading edge.
3.5. Nosings: nosings at treads, landings and floors of stairways shall
have a radius of curvature at the nosing not greater than 9/16 inch
or a bevel not greater than 1/2 inch. A nosing projection not less
than 3/4 inch and not more than 1-1/4 inches shall be provided on
stairways. The greatest nosing projection shall not exceed the
smallest nosing projection by more than 3/8 inch within a stairway.
3.5.1. Exception: a nosing projection is not required where the
tread depth is greater than 11 inches.
4. Landings for stairways: there shall be a floor or landing at the top and
bottom of each stairway. The length perpendicular to the direction of
travel shall be not less than the width of the flight served. For landings
of shapes other than square or rectangular, the depth at the walk line
and the total area shall be not less than that of a quarter circle with a
radius equal to the required landing width.
4.1. Exception: a floor or landing is not required at the top of an interior
flight of stairs, including stairs in an enclosed garage, provided
that a door does not swing over the stairs.
5. Handrails shall be provided on not less than one side of each flight of
stairs with four or more risers.
5.1. Height: handrail height, measured vertically from the sloped plane
adjoining the tread nosing, finish surface of ramp slope, shall be
not less than 34 inches and not more than 38 inches
5.1.1. Exceptions: the use of a volute, turnout or starting easing shall
be allowed over the lowest tread. Where handrail fittings or
bendings are used to provide continuous transition between
flights, transitions at winder treads, the transition from handrail
to guard, or used at the start of a flight, the handrail height at
the fittings or bendings shall be permitted to exceed 38
inches
5.2. Handrail projection: handrails shall not project more than 4-1/2
inches on either side of the stairway.
5.3. Handrail clearance: handrails adjacent to a wall shall have a
space of not less than 1-1/2 inches between the wall and the
handrails.
5.4. Continuity: handrails shall be continuous for the full length of the
flight, from a point directly above the top riser of the flight to a
point directly above the lowest riser of the flight. handrail ends
shall be returned or shall terminate in newel posts or rounded
safety terminals.
5.4.1. Exceptions: handrail continuity shall be permitted to be
interrupted by a newel post at a turn in a flight with winders,
at a landing, or over the lowest tread. A volute, turnout or
starting easing shall be allowed to terminate over the lowest
tread.
5.5. Grip size: required handrails shall be of one of the following types
or provide equivalent graspability:
5.5.1. Type 1. Handrails with a circular cross section shall have an
outside diameter of not less than 1-1/4 inches and not
greater than 2 inches. If the handrail is not circular, it shall
have a perimeter of not less than 4 inches and not greater
than 6-1/4 inches and a cross section of not more than 2-1/4
inches. Edges shall have a radius of not less than 0.01 inch.
5.5.2. Type 2. Handrails with a perimeter greater than 6-1/4 inches
shall have a graspable finger recess area on both sides of
the profile. The finger recess shall begin within 3/4 inch
measured vertically from the tallest portion of the profile and
have a depth of not less than 5/16 inch within 7/8 inch below
the widest portion of the profile. This required depth shall
continue for not less than 3/8 inch to a level that is not less
than 1-3/4 inches below the tallest portion of the profile. The
width of the handrail above the recess shall be not less than
1-1/4 inches and not more than 2-3/4 inches. Edges shall
have a radius of not less than 0.01 inch.
6. Guardrails: Guards shall be provided for those portions of open-sided
walking surfaces, including stairs, ramps and landings, that are located
more than 30 inches measured vertically to the floor or grade below at
any point within 36 inches horizontally to the edge of the open side.
Insect screening shall not be considered as a guard.
6.1. Height: required guards at open-sided walking surfaces, including
stairs, porches, balconies or landings, shall be not less than 42
inches in height as measured vertically above the adjacent
walking surface or the line connecting the nosings.
6.1.1. Exceptions: guards on the open sides of stairs shall have a
height of not less than 34 inches measured vertically from a
line connecting the nosings. where the top of the guard
serves as a handrail on the open sides of stairs, the top of the
guard shall be not less than 34 inches and not more than 38
inches as measured vertically from a line connecting the
nosings.
6.2. Opening limitations: required guards shall not have openings from
the walking surface to the required guard height that allow
passage of a sphere 4 inches in diameter.
6.2.1. Exceptions: the triangular openings at the open side of stair,
formed by the riser, tread and bottom rail of a guard, shall not
allow passage of a sphere 6 inches in diameter. guards on
the open side of stairs shall not have openings that allow
passage of a sphere 4-3/8 inches in diameter.
6.3. Load: guardrail design to be adequate to support a single
concentrated 200 pound load applied in any direction at any
point along the top of the rail
Misc Notes
1. Outside landing must be no more than 1.5" below the top of thresholds
at out-swinging exterior egress doors, and no more than 7.75" below
the top of thresholds at in-swinging exterior egress doors per CRC
311.3.1. Doors other than the required egress door shall be provided
with a landing no more than 7.75" below the top of threshold per CRC
311.3.2.
2. Provide furring as required to align new wall surfaces with existing full
size studs as required.
3. All dimensions shown are to face of stud. Contact architect in the
event of any dimensional conflicts.
4. Verify all interior finish and paint colors selections with owner.
5. All gypsum board to receive smooth (level 5 finish) texture and prime
paint coat prior to application of two coats of new interior latex paint.
6. The area of floor used for parking of automobile or other vehicles shall
be sloped to facilitate the movement of liquids to a drain or the main
vehicle entry door.
7. Automatic garage door opener(s) shall be listed in accordance with
UL325
8. Doors and panels of shower and bathtub enclosures shall be fully
tempered glass, laminated safety glass or approved plastic. CRC
308.4.5
9. Shower and tub/shower walls to have smooth, hard, nonabsorbent
surface (e.g. ceramic tile or fiberglass) over a moisture resistant
underlayment (e.g. cement, fiber cement, or glass mat gypsum
backer) to a height of 72" above the drain inlet. Water-resistant
gypsum backing board shall NOT be used over a vapor retarder in
shower or bathtub compartments. CRC 307.2 and 702.3.8
10. Aging-in-place and fall prevention requirements per CRC R327:
10.1. Provide reinforcement for grab bars in at least one bathroom on
the entry level. Where there is no bathroom on the entry level, at
least one bathroom on the second or third floor shall be provided
with grab bar reinforcement.
10.2. Electrical receptacle outlets, switches and controls (including
controls for heating, ventilation and air conditioning) shall be
located no more than 48 inches measured from the top of the
outlet box and not less than 15 inches measured from the bottom
of the outlet box above the finish floor.
10.3. Doorbell buttons or controls, when installed, shall not exceed 48
inches above exterior floor or landing, measured from the top of
the doorbell button assembly.
Window Notes
1. See Typical Details on 2/A8.1
2. Window Manuf.: Milgard Tuscany
3. Exterior Finish to be: Vinyl, color: White
4. Interior Finish: Vinyl, color: White
5. Modular Skylight Manuf.: Velux. Modular Skylights to be deck mounted
(curb mounted when less than 3:12 slope) electrical operable with
integral motorized room darkening shade unless noted otherwise.
Provide power to Modular Skylight per manuf. Instructions. Modular
Skylights to be tested and labeled in accordance with
AAMA/WDMA/CSA 101/I.S.2/A440 per CRC R308.6.9
6. See Title 24 Report for maximum applicable U-Factors and Solar Heat
Gain Coefficient (SHGC) values.
7. Windows noted as "Egress" below are to meet ALL of the following
requirements:
7.1. 44 inches maximum from top of flooring to bottom of clear
opening
7.2. 24 inches minimum net clear height
7.3. 20 inches minimum net clear width
7.4. 5.7 square feet minimum net clear area
8. Install and seal all units per manuf. specifications and warranty
instructions.
9. Operation as viewed from the outside.
9.1. "Right" = hinge on right side, "Left" = hinge on the left side
9.2. "O" = Fixed, "X" = Operable (yes, that's industry standard, don't ask
me why)
10. All operable windows to have screens.
11. All bars between insulated glass panes (such as bars between grids
and perimeters spacer bars, etc) to be BLACK finish, never clear
anodized or smill finish.
12. Window measurements shown in schedule are approximate. The intent
is to use the manufacturer standard sizes where possible.
13. Header heights shown are meant to align the top of window opening
with the top of adjacent door opening heights so that all openings and
trim are visually aligned throughout a room. Adjust listed window
header heights in the field to achieve this intent.
14. The following window conditions require tempered glazing
14.1. At stair landings and treads where the BOTTOM exposed edge of
the glazing is LESS than 36 inches above the plane of the adjacent
walking surface
14.2. For windows meeting ALL the following
14.2.1. The exposed area of an INDIVIDUAL pane is LARGER than 9
square feet
14.2.2. AND the bottom edge of the glazing is LESS than 18 inches
above the floor
14.2.3. AND the top edge of the glazing is MORE than 36 inches
above the floor
14.2.4. AND there IS a walking surface within 36 inches horiztonally
and in a a straight line of the glazing
14.3. Glazing near doors where the sill is LOWER than 60 inches above
the floor AND the window is within 24 inches of the door frame.
15. Provide Fall Protection in accordance with CRC 312.2.1 at all 2nd floor
operable windows with sills BELOW 24 inches above the floor AND
headers ABOVE 72".
16. The above applies to all windows unless noted otherwise in Schedule
below. Confirm window order with Owner and Architect prior to
placing order.
Door Notes
1. See Typical Details on A8.0
2. Glazing in doors to be fully tempered or laminated. See Tempered
Glazing Note under Windows regarding windows within 24 inches of
doors.
3. Typical Interior Door specification:
3.1. Manuf: Trimlite 8444HD High Definition 4-Panel Shaker
3.2. Finish: Primed. Final paint color TBD.
3.3. Thickness: 1-3/8"
3.4. Beading: "Standard Shaker Profile" 90 degree sticking (neither
angled nor ogee)
3.5. Height: 8'-0" typical
3.6. Width & Operation: See floor plans
4. Hardware color: Black
6. Install all units per manuf. specifications and warranty instructions. New
doors to be caulked between the door and the building and be
weather-stripped per CEnC 110.6(b).
7. All bars between insulated glass panes (such as bars between grids
and perimeters spacer bars, etc) to be black finish, never clear
anodized or mill finish.
8. Submit door package to owner and architect for review prior to
placing final order
9. The above applies to all doors unless noted otherwise in Schedule
below. Confirm window order with Owner and Architect prior to
placing order.
Roofing Notes
1. Install all new roofing materials:
1.1. Main Roofing Comp shingle roofing: Min Class 'C' Asphalt
Composition Shingles over 1 layer 15# roof felt (except for at
roof slopes between 2-4:12, install 2 layers) per CRC 905.2.7.
Manuf: Certainteed; Style: Presidential Shake; Color:
Charcoal Gray. Verify final selection with owner prior to
placing order. Install per manuf. warranty instructions and
ICC-ES Evaluation Rreport #ESR-1389
1.2. TPO roofing at crickets: Single ply roofing, Class 'C' minimum.
GAF Fully Adhered Everguard Extreme TPO Roofing
Membrane, 60 mil thickness. Install over 1/2" high density
polyiso board over sloping plywood sheathing to ensure min.
3/8:12 slope. Install river-washed rounded stone ballast over
6-ounce min. polymat filter fabric over roofing membrane at
low roofs that are visible from 2nd floor windows. Install per
manuf. 20 year warranty.
2. See Attic Ventilation Notes on A0.3.
3. Vaulted ceiling areas to receive full cavity spray foam insulation.
See Note 7 under Attic Vent Notes on A0.3.
4. Plumbing vents to be min. 10' away from, or at least 3' above any
operable window or skylight per CPC 906.2. SMP for more info.
5. Route plumbing vents within attic space so that roof penetrations
are behind main roof ridge and are not visible from the street, OR
to false chimney if shown.
6. Prime then paint all roof penetrations to match roofing color.
7. Provide new GSM roof jacks, typ. Caulk all exposed nail heads
with UV resistant silicone sealant.
8. Provide new gutters and downspouts at locations shown. Gutters
to slope no more than as necessary to adequately drain to
downspouts. Provide and install RainDrop® Gutter Guard in
gutters to prevent accumulation of leaf debris.
9. Install kickout flashing per 15/A8.0 wherever gutters terminate at
a wall.
10. All plate heights per Sections and RCP. SSD for additional
information.
11. Future solar panels per CEnC 110.10 (minimum 250 s.f. on a
south/west orientation). Keep area clear of roofing eyebrow,
mechanical and plumbing vents.
11.1. Contractor to install conduit to support the installation of
future solar requirements. The conduit shall be located
adjacent to the solar ready areas and shall extend from the
roofline to a termination at the main electrical panel.
Contractor shall also provide a capped plumbing line to
connect solar zone to water-heating system.
R-2024-008
07/30/24
Danielle Condit
new fence at
property line
3ft tall maximum
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S@AardvarkArchitecture.com
408 478-7174
c Copyright Aardvark Architecture
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Context
Protection
A0.2
0 10' 20' 40'1" = 20' (1:240)
Context Plan 1
M A N N D R I V E ( 6 0 ' )
10420 Mann
(subject property)
2nd Story Addition
10430 Mann
one story home
10410 Mann
two story home
southern pacific railway
18"
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17"
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25"
pine
30"
6"
11"
10"
oleander
3.5"
crepe myrtle
2"
Pomegranate
5"
crepe myrtle
18"
japanese cherry tree
existing trees
All Existing Trees are to remain and be protected during the
course of construction. Do not leave any materials, tools, or
debris within the drip line of the trees. Fencing for the
protection zones should be 6-foot-tall metal chain link type
supported by 2-inch diameter metal poles pounded into
the ground to a depth of no less than 2 feet. The support
poles should be spaced no more than 10 feet apart on
center. The location for the protection fencing for the
protected trees on site should be placed at 10x the
diameter of the protected trees where possible. Where the
10x diameter area overlap the proposed development,
tree protection fencing shall then be placed at 3’ from the
proposed work to allow for access. All other non-protected
trees are recommended to be protected by fencing placed
at the dripline. No equipment or materials should be stored
or cleaned inside protection zones. Signs should be placed
on fencing signifying “Tree Protection Zone - Keep Out”. If
fencing needs to be reduced for access or any other
reasons, the non-protected areas must be protected by a
landscape buffer.
x
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garage
ex. garage to
remain
garage
ex. driveway to
remain
ex. single family residence
(single story change to two story)
ex. driveway to
remain
ex. single family residence
(single story)
ex. driveway to
remain
ex. single family residence
(two story)
80'-0"80'-0"80'-0"
1
3
7
'
-
7
1
/
2
"
1
4
0
'
-
5
1
/
2
"
View 3 from New Upstairs Bed3.
Neighbor's rear yard obscured
by existing cherry tree
View 2 from New Upstairs Family Room.
Neighbor's rear yard obscured by
existing cherry tree
View 1 from New Upstairs Master
Bedroom. Neighbor's rear yard
obscured by existing trees and
newly planted hedge screening
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R-2024-008
07/30/24
Danielle Condit
25'-4 1/2"x5'-7 1/2"
8
2'-9 1/2"x2'-1 1/2"
10
21'-2"x22'-8 1/2"
1
21'-2"x16'-2 1/2"
2
9'-7"x2'-2 1/2"
2ndFloorCantilever counts as LotCoverage
17'-11"x2'-10 1/2"
2ndFloorCantilever counts as LotCoverage
18'-7"x5'-7 1/2"
3
9'-7"x22'-11"
4
9'-7"x2'-1 1/2"
Porch
9'-7 1/2"x16'-0"
9
12'-0"x38'-0"
5
15'-7"x39'-11 1/2"
6
14'-4 1/2"x5'-9"
7
12
'
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x3'
-
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line of 2nd floor above
10'-6" tall entry area
smaller
sculptural
stair base
new water
softener
storage under stairs
min 1/2" drywall
under stair framing
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new fence and gate
6ft tall maximum
stor. under stairs
min 1/2" drywall
under stair framing
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new 9ft ceilings throughout
elec
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9'-10"x2'-5 1/2"
21
49'-5 1/2"x40'-1"
11
1'-5"x30'-3"
12
2'-0"x13'-8 1/2"
13
2'-0"x10'-5 1/2"
14
18'-2"x3'-0"
22
2'-0"x23'-4"
20
13'-3"x2'-5 1/2"
18
2'-0"x11'-0 1/2"
19
23'-10 1/2"x2'-5 1/2"
15
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17
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16
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2"
existing
pool
new fence at
property line
3ft tall maximum
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408 478-7174
c Copyright Aardvark Architecture
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°
5 0°
4 0°
30
°
20°
10
°
su
mm
e
r
winterspri
ng/
f
all
Calcs
A0.3
0
5
9
10
'
20
'
1"
=
1
0
'
(
1
:
1
2
0
)
4
8
3
7
2
6
1
Ar
e
a
C
a
l
c
u
l
a
t
i
o
n
s
1
R 24'-8"
R39'-3"
3
6
°
20
'
-
0"
80'-1"
Pergola
157 sf in rear yard
= 9.8% of 1,6000 sf rear yard
<30% OK
Ex
.
1
s
t
F
l
o
o
r
Ne
w
2
n
d
F
l
o
o
r
rear
yard
80'-0"
580 square feet of
existing pavers
50 square feet
of new pavers
580 sf existing impervious area + 50 sf new impervious area
= 630 sf impervious area
630 / 1,600 front yard = 39% < 40% OK
20
'
-
0
"
Ex.
Garage
Ex.
Living
Addition
Ad
d
i
t
i
o
n
Re
d
u
c
e
d
s
h
e
d
front
yard
10420 Mann 11,123 net square foot lot
Tag X Y Area CommentsFt In Ft In
1 21' 2" 22' 8.5" 480.7 sf Existing garage
2 21' 2" 16' 2.5" 343.1 sf -
3 18' 7" 5' 7.5" 104.5 sf -
4 9' 7" 22' 11" 219.6 sf -
5 12' 0" 38' 0" 456.0 sf -
6 15' 7" 39' 11.5" 622.7 sf -
7 14' 4.5" 5' 9"82.7 sf -
Existing First Floor Subtotal 2,309.2 sf
8 25' 4.5" 5' 7.5" 142.7 sf -
9 9' 7.5" 16' 0" 154.0 sf -
10 2' 9.5" 2' 1.5"5.9 sf -
Added First Floor Subtotal 302.7 sf
Shed 3' 4.5" 12' 4"41.6 sf existing shed
Porch 9' 7" 2' 1.5" 20.4 sf Covered and enclosed on three sides
Total First Floor Subtotal 2,673.9 sf
11 49' 5.5" 40' 1" 1,982.5 sf -
12 1' 5" 30' 3" 42.9 sf -
13 2' 0" 13' 8.5" 27.4 sf -
14 2' 0" 10' 5.5" 20.9 sf -
15 23' 10.5" 2' 5.5" 58.7 sf -
16 1' 4" 2' 5.5"1.6 sf triangle area = X x Y / 2
17 1' 4" 2' 5.5"1.6 sf triangle area = X x Y / 2
18 13' 3" 2' 5.5" 32.6 sf -
19 2' 0" 11' 1.5" 22.3 sf -
20 2' 0" 23' 4" 46.7 sf -
21 9' 10" 2' 5.5" 24.2 sf Cantilevered area also counts as Lot Coverage
22 18' 2" 3' 0" 54.5 sf Cantilevered area also counts as Lot Coverage
Added Second Floor Subtotal 2,315.8 sf -
2nd:1st Ratio 86.61% >66% requires design review
Cupertino FAR sf 4,989.7 sf <5,005.35 (45% Lot Area) OK
Cupertino FAR %44.86% <45% OK
Outside 39' 3"39.25 lf Outside radius of pergola
Inside 24' 8"24.67 lf Inside radius of pergola
Angle 36°0.10 Sector angle of pergola (divide by 360)
Pergola 292.69 sf Counts towards Lot Coverage
Cupertino Lot Coverage 3,014.90 sf <5,005.35 (45% Lot Area) OK
Cupertino Lot Coverage %27.1% <45% OK
Porch
Note: No spaces taller than 16feet proposed
Note: Floor area square footages shown on this sheet are measured to outside exterior surface/finish of walls
Exterior finishes will not exceed 1/2" plywood and 1" of stucco.
The accumulative Floor Area as measured to exterior finishes will not exceed 5,005 sq.ft.
R-2024-008
07/30/24
Danielle Condit
4'
-
0
"
4'-
0
"
4'
-
0
"
line of 2nd floor above
10'-6" tall entry area
smaller
sculptural
stair base
ex.7'-8"8'-0"
ex dining
living
pantry
existing
kitchen
existing
garage
existing
bed7
(guest/gym)
existing
bed6
(mil)
foyer
mud
room
existing
bath3
existing
bath4 stairs
up
ex
.
c
l
o
s
e
t
s
existing
pool
mo
d
i
f
i
e
d
ex
i
s
t
i
n
g
s
h
e
d
covered patio
new water
softener
storage under stairs
min 1/2" drywall
under stair framing
st
o
r
.
u
n
d
e
r
s
t
a
i
r
s
mi
n
1
/
2
"
d
r
y
w
a
l
l
un
d
e
r
s
t
a
i
r
f
r
a
m
i
n
g
exisiting
pool eq.
new fence at
property line
3ft tall maximum
ne
w
f
e
n
c
e
a
t
pr
o
p
e
r
t
y
l
i
n
e
3f
t
t
a
l
l
m
a
x
i
m
u
m
ne
w
f
e
n
c
e
a
t
pr
o
p
e
r
t
y
l
i
n
e
3f
t
t
a
l
l
m
a
x
i
m
u
m
new fence and gate
6ft tall maximum
ex
.
6'
-
0
"
stor. under stairs
min 1/2" drywall
under stair framing
powder
fr
o
s
t
e
d
g
l
a
s
s
2'-8"
2'-8"
16'-0"
EM
GMGM
WM WM
Power
Pole
SSCO
new 9ft ceilings throughout
elec
panel
10'-0"10'-0"
4'
-
0
"
4'-
0
"
4'
-
0
"
ex.7'-8"
ex dining
living
pantry
existing
kitchen
existing
garage
existing
bed7
(guest/gym)
existing
bed6
(mil)
foyer
mud
room
existing
bath3
existing
bath4 stairs
up
ex
.
c
l
o
s
e
t
s
existing
pool
mo
d
i
f
i
e
d
ex
i
s
t
i
n
g
s
h
e
d
covered patio
exisiting
pool eq.
ex
.
6'
-
0
"
Ex
.
S
u
b
P
a
n
e
l
powder
16'-0"
EM
GMGM
WM
SSCO
S@AardvarkArchitecture.com
408 478-7174
c Copyright Aardvark Architecture
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T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
Cu
p
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t
#
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2
4
-
0
0
8
Al
e
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2n
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A
d
d
i
t
i
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n
1
0
4
2
0
M
a
n
n
D
r
i
v
e
,
C
u
p
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r
t
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n
o
,
C
A
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r
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p
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05
/
2
3
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2
0
2
4
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s
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R
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e
w
S
u
b
#
3
Nor
t
h
33
0
3
0
0
W
240 210
S
15
0
1
2
0
E
6030
8 0°
70°
60 °
5 0°
40°
3 0°
2 0 °
1 0 °
summ
er
winte
r
spri
ng/f
all
Existing &
Proposed
Site Plans
A1.0
0 5 9 10' 20'1" = 10' (1:120)4 8 3 7 2 6 1
Site Plan 10 5 9 10' 20' 1" = 10' (1:120)4 8 3 7 2 6 1
Existing Site Plan 2
30.00°
30.00 °
ex
.
2
3
.
9
8
'
p
e
r
s
u
r
v
e
y
10'-7"
ex. 11.28'
per survey
15'-0"
ex
.
6
8
.
2
6
'
p
e
r
s
u
r
v
e
y
45
'
-
5
1
/
2
"
58'-1"
n
e
i
g
h
b
o
r
'
s
r
e
a
r
y
a
r
d
v
i
s
i
b
l
e
f
r
o
m
3
0
°
v
i
e
w
c
o
n
e
ground floor addition
ground
floor
addition
ne i ghbo
r
'
s rear
yard
o
b
s
c
u
r
e
d
by exi s ti n g cher
r
y t ree
ne
i
ghb
o
r
'
s r
e
a
r
y
a
r
d
ob
s
c
u
r
ed
by
ex
i
sti
n g ch
e
r
r
y
tre
e
new shade structure (less than 30% of rear
yard area) and must conform with accessory
structure daylight plane as shown on A4.4
6'-6"
existing 42" tall pool fence to remain
2nd floor overhang above
27
'
-
1
1
/
2
"
10'-7" 54'-7 1/2"
41
'
-
2
1
/
2
"
ne
i
g
h
b
o
r
'
s
w
i
n
d
o
w
ne
i
g
h
b
o
r
'
s
w
i
n
d
o
w
s
3'-5 1/2"
ex. 11.28'
per survey
7'
-
3
1
/
2
"
22
'
-
4
"
16'-7 1/2"
outline of new
2nd floor above
existing pool
to remain
existing house
to remain
existing garage
to remain
existing
landscaping
to remain
existing landscaping
to remain
existing landscaping to remain
existing
landscaping
to remain
ne
w
c
o
n
c
r
e
t
e
p
a
t
h
to
m
a
t
c
h
e
x
i
s
t
i
n
g
existing
hardscape
to remain
existing driveway and
rolled curb to remain
new fence at property line.
3ft tall max. Hand excavate
foundation in dripline of trees
20'-4"
22
'
-
3
1
/
2
"
existing overhead
electrical line to remain
ground floor addition
ground
floor
addition
ex
i
s
t
i
n
g
sh
e
d
t
o
b
e
mo
d
i
f
i
e
d
Any work done beyond the Property Line or in the Public Right of Way will require a
separate Encroachment Permit. The performance of this work is NOT authorized by
the Building Permit issuance, but shown here for reference only
existing overhead
electrical line to remain
existing 6ft wood fence to
remain at side and rear lot lines
existing
hardscape
to remain
existing
planter urns
to remain
ex. 10.25'
per survey
66
'
-
3
1
/
2
"
2
n
d
f
lo
o
r
r
e
a
r
s
e
t
b
a
c
k
311.39' FF311.39' FF
ex
i
s
t
i
n
g
s
h
e
d
t
o
be
m
o
d
i
f
i
e
d
6'
-
9"
ex
i
s
t
i
n
g
l
a
n
d
s
c
a
p
i
n
g
t
o
r
e
m
a
i
n
R-2024-008
07/30/24
Danielle Condit
24
"
D
W
tr
a
s
h
36" ref - flush
inset
W
31
x
2
7
D
31
x
2
7
10'-0"10'-0"
4'
-
0
"
4'
-
0
"
4'
-
0
"
ex. gas oven
ex.7'-8"
ex dining
living
pantry
existing
kitchen
existing
garage
existing
bed7
(guest/gym)
existing
bed6
(mil)
foyer
mud
room
existing
bath3
existing
bath4 stairs
up
ex
.
c
l
o
s
e
t
s
mo
d
i
f
i
e
d
ex
i
s
t
i
n
g
s
h
e
d
covered patio
exisiting
pool eq.
2'
-
8
"
2'-8"
2'-6"
2'-8"
2'-8"
2'
-
8
"
2'-8"
2'-8" 2'-8" 2'-8" 2'-8"
2'
-
8
"
2'
-
8
"
3'-6"
2'
-
8
"
2'
-
6
"
ex
.
6'
-
0
"
ex. pantry
Ex
.
S
u
b
P
a
n
e
l
powder
16'-0"
2'
-
6
"
x3
'
-
6
"
ex
i
s
t
i
n
g
t
o
r
e
m
a
i
n
2'
-
6
"
x2
'
-
6
"
ex
i
s
t
i
n
g
t
o
r
e
m
a
i
n
2'
-
6
"
x2
'
-
6
"
ex
i
s
t
i
n
g
t
o
r
e
m
a
i
n
ex. gas cooktop
EM
GMGM
2'
-
6
"
S@AardvarkArchitecture.com
408 478-7174
c Copyright Aardvark Architecture
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T
F
O
R
CO
N
S
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R
U
C
T
I
ON
Cu
p
e
r
t
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n
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P
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t
#
R
-
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0
2
4
-
0
0
8
Al
e
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2n
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A
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i
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i
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1
0
4
2
0
M
a
n
n
D
r
i
v
e
,
C
u
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t
i
n
o
,
C
A
Da
t
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De
s
c
r
i
p
t
i
o
n
05
/
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3
/
2
0
2
4
De
s
i
g
n
R
e
v
i
e
w
S
u
b
#
3
Nor
t
h
33
0
3
0
0
W
240 210
S
15
0
1
2
0
E
6030
80°
70°
60
°
5 0 °
40 °
30°
20°
10
°
su
mm
e
r
winterspri
ng/
f
all
Demo
Floor Plan
A2.0
0 1 2 3 4' 8
1 4 " = 1'-0" (1:48)
Demo Plan 1
salvage cabinets for
installation in new office
existing kitchen to remain.
protect and repair cabinets and
utilities as needed during project.
This bedroom and bathroom wing of
the home to have minimal work
done only as needed for raising the
ceiling and building the 2nd floor
Minimal work in existing garage
existing shed to
be modified to
conform to 5ft
side setback
salvage front door and
sidelites for reinstallation
R-2024-008
07/30/24
Danielle Condit
24
"
D
W
tr
a
s
h
36" ref - flush
inset
4'
-
0
"
4'
-
0
"
4'
-
0
"
ex. gas oven
fu
l
l
-
5
4
x
7
4
fu
l
l
-
5
4
x
7
4
bu
i
l
t
i
n
b
e
n
c
h
e
s
with
pull o
u
t
dra
we
rs
b
e
l
o
w
line of 2nd floor above
10'-6" tall entry area
smaller
sculptural
stair base
ne
w
g
a
s
fi
r
e
p
l
a
c
e
TV
a
b
o
v
e
3'-6"
ex.7'-8"8'-0"
ex dining
living
pantry
existing
kitchen
existing
garage
existing
bed7
(guest/gym)
existing
bed6
(mil)
foyer
mud
room
existing
bath3
existing
bath4 stairs
up
ex
.
c
l
o
s
e
t
s
mo
d
i
f
i
e
d
ex
i
s
t
i
n
g
s
h
e
d
covered patio
new water
softener
storage under stairs
min 1/2" drywall
under stair framing
st
o
r
.
u
n
d
e
r
s
t
a
i
r
s
mi
n
1
/
2
"
d
r
y
w
a
l
l
un
d
e
r
s
t
a
i
r
f
r
a
m
i
n
g
exisiting
pool eq.
3'
-
6
"
2'
-
8
"
2'-8"
2'-6"
2'-8"
2'-8"
new fence and gate
6ft tall maximum
2'
-
8
"
ex
.
6'
-
0
"
3'-6"
stor. under stairs
min 1/2" drywall
under stair framing
ex. pantry
NewTallStor.
ta
l
l
s
t
o
r
a
g
e
powder
cold
water
tap
fr
o
s
t
e
d
g
l
a
s
s
2'-8"
2'-8"
ta
l
l
s
t
o
r
a
g
e
16'-0"
2'
-
6
"
x3
'
-
6
"
ex
i
s
t
i
n
g
t
o
r
e
m
a
i
n
2'
-
6
"
x2
'
-
6
"
ex
i
s
t
i
n
g
t
o
r
e
m
a
i
n
2'
-
6
"
x2
'
-
6
"
ex
i
s
t
i
n
g
t
o
r
e
m
a
i
n
2'
-
8
"
2'
-
8
"
2'
-
8
"
1'-6"
ex. gas cooktop
EM
GMGM
new 9ft ceilings throughout
2'-6"x6'-0"
hdr: 8'-0" type: case
1'-6"x6'-8"
hdr: 6'-8" type:pic
2'-6"x5'-0"
hdr: 8'-0" type: slide
2'-6"x5'-0"
hdr: 8'-0" type: slide
4'-6"x5'-0"
hdr:8'-0" type:pic
1'-6"x6'-8"
hdr: 6'-8" type:pic
8'-0"x6'-0"
hdr:8'-0" type:pic 2'-6"x8'-0"
hdr:8'-0" type:pic
2'-6"x8'-0"
hdr:8'-0" type:pic
3'-0"x6'-0"
hdr:8'-0" type:slide
5'-0"x6'-0"
hdr:8'-0" type:pic
3'-0"x6'-0"
hdr:8'-0" type:slide
2'
-
6
"
2'
-
6
"
elec
panel
me
d
i
a
bench
be
n
c
h
S@AardvarkArchitecture.com
408 478-7174
c Copyright Aardvark Architecture
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
ON
Cu
p
e
r
t
i
n
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P
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#
R
-
2
0
2
4
-
0
0
8
Al
e
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2n
d
S
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A
d
d
i
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o
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1
0
4
2
0
M
a
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D
r
i
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e
,
C
u
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A
Da
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i
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3
Nor
t
h
33
0
3
0
0
W
240 210
S
15
0
1
2
0
E
6030
80°
70°
60
°
5 0 °
40 °
30°
20°
10
°
su
mm
e
r
winterspri
ng/
f
all
First
Floor Plan
A2.1
0 1 2 3 4' 8
1 4 " = 1'-0" (1:48)
1st Floor Plan 1
45
'
-
5
1
/
2
"
22
'
-
7
"
21
'
-
1
0
"
14'-1 1/2" 25'-7 1/2" 18'-4"
This bedroom and bathroom wing of
the home to have minimal work
done only as needed for raising the
ceiling and building the 2nd floor
3'-6"
21
'
-
8
1
/
2
"
15'-2" 10'-2" 32'-9 1/2"
R-2024-008
07/30/24
Danielle Condit
W
31x27
D
31x27
fu
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bed2
(media/alex)
bed4
bed3
laundry
bed5
nursery
stairs
down
ba1bed1
wic
to
w
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42
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g
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2'
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2'
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8
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2'-8"
2'
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8
"
2'
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8
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2'-8"
2'-8"
2'
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8
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2'-8"
2'-8"
2'-8"
2'-8"
sky
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5'-6"x8'-0"
hdr: 8'-0" type:pic
2'-6"x6'-0"
hdr: 8'-0" type:case
2'
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"
x2
'
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hd
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8'
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8'
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5'-0"x5'-6"
hdr: 8'-0" type:round
8'-0"x6'-0"
hdr: 8'-0" type:pic 2'-6"x6'-0"
hdr: 8'-0" type:case
2'-6"x6'-0"
hdr: 8'-0" type:case
2'-6"x5'-0"
hdr: 8'-0" type: slide
2'-6"x5'-0"
hdr: 8'-0" type: slide
4'-6"x5'-0"
hdr:8'-0" type:pic
2'-6"x5'-0"
hdr: 8'-0" type: slide
2'-6"x5'-0"
hdr: 8'-0" type: slide
4'-6"x5'-0"
hdr:8'-0" type:pic
3'-0"x6'-0"
hdr: 8'-6" type: slide
3'-0"x6'-0"
hdr: 8'-6" type: slide
2'-6"x5'-0"
hdr: 8'-0" type: slide
4'-6"x5'-0"
hdr:8'-0" type:pic
2'
-
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"
x8'
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"
hd
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8'
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8'
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t
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:
p
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c
full height
cabinets
3'-0"x6'-0"
hdr: 8'-6" type: slide
2'
-
8
"
2'
-
8
"
power
receptacle
in floor
sh
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pa
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ba2
towel
warmer
2'
-
6
"
2'
-
8
"
2'
-
8
"
S@AardvarkArchitecture.com
408 478-7174
c Copyright Aardvark Architecture
NO
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2nd
Floor Plan
A2.2
0 1 2 3 4' 8
1 4 " = 1'-0" (1:48)
2nd Floor Plan 1
4:12
.75:12
TPO roofing with gravel
ballast. See Roof Notes
on A0.1 for more info
New asphalt composition
shingle roofing, typ. See Roof
Notes on A0.1 for more info
2'-3 1/2" 9'-7" 11'-9" 17'-11" 13'-1 1/2"
6
1
/
2
"
2'
-
5
1
/
2
"
23
'
-
1
"
2'
-
5
1
/
2
"
23'-8 1/2" 3'-5"
10
'
-
2
1
/
2
"
10
'
-
2
1
/
2
"
3'
-
0
"
5'
-
1
1
1
/
2
"
13
'
-
3
"
30
2
'
-
2
"
13
'
-
5
1
/
2
"
2'-0"
2'-0"
3'-10"3'-10"
1'-4"11'-10"1'-4" 13'-0 1/2"
R-2024-008
07/30/24
Danielle Condit
S@AardvarkArchitecture.com
408 478-7174
c Copyright Aardvark Architecture
NO
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240 210
S
15
0
1
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E
6030
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70°
60
°
5 0 °
40 °
30°
20°
10
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Roof Plan
A2.3
0 1 2 3 4' 8
1 4 " = 1'-0" (1:48)
Roof Plan 1
4:12*
2:12
2:12
2:12
SW facing roof area reserved
for solar panels (deferred
submittal). GC to route all
plumbing and exhaust vents
from bathroom and laundry
area below to false chimney
provided in order to free up as
much space as possible for
solar panels in this area.
false chimney for
plumbing and
exhaust vents
oper.
skylight
fixed
skylight
2'-0" overhang typical
2'
-
0
"
2'
-
0
"
1
'
-
6
"
6"
6" 2'-3 1/2"
6"
gas fireplace
flue termination
oper.
skylight
oper.
skylight
TPO roofing. See Roof
Notes on A0.1 for more info
New asphalt composition
shingle roofing, typ. See Roof
Notes on A0.1 for more info
2" 2"
28 FOOT MAXIMUM
* Reduced 4:12 slope down
uniformly as needed in order
to not exceed 28'-0" maximum
height measured to grade
6"6"
R-2024-008
07/30/24
Danielle Condit
Front (Southwest)
1/4" = 1'-0" (1:48)1
10
'
-
0
"
25
°
Exterior
Elevations
A4.0
Typical Exterior M aterials
1. Roofing: Asphalt Com position Shingle Roofing o/ m oisture barrier and sheathing typical. See Roof Plan for m ore info. C olor: "Charcoal" by Certainteed or equal.
2. Roofing: 60 m il TPO Roofing system o/ m oisture barrier and sheathing typical. See Roof Plan for m ore info. Color: "W hite " by G AF or equal.
3. Stucco: 7/8" cem ent plaster 3 coat system o/ lath o/ Sure Cavity rainscreen drainage plane or equal o/ exterior insulation o/ 2 layers of Tyvek House W rap or
equivalent o/ sheathing. Texture: steel trow eled sm ooth; 26 gauge w eep screed at w all base at least 2" above hardscape and 4" above softscape. Stucco to be
w ater based, not acrylic. Add m esh to brow n coat to help reduce surface cracking.
4. Cedar or Redw ood siding (clear heart, no knots) rainscreen system o/ 3/8" battens o/ exterior insulation o/ Tyvek House W rap or equivalent o/ sheathing. Stain Color
to be determ ined w ith ow ner thru m ockups. 26 gauge w eep screed at w all base at least 2" above hardscape and 4" above softscape.
5. Stone Veneer (lightw eight less than 15 pounds per square foot) o/ Tyvek House W rap or equivalent o/ sheathing. Transparent Stain Color "Clear" and "Dark" by
M anufacturer or equal. 26 gauge w eep screed at w all base at least 2" above hardscape and 4" above softscape.
6. Skylights: Velux Alum inum Skylights or equal, see W indow Schedule for size
7. O penings:
8. W indow s and patio doors to be clad w ood w indow s, see floor plan for size. Color: "W hite " by M ilgard Tuscany or equal.
9. W indow s typically have no trim , no grids
10. Doors, see floor plan for size. Doors typically have no exterior trim . Doors to have level landings on both sides of door. Landings outside doors to be no
m ore than 7.75" low er than interior finish floor.
11. G arage door existing to rem ain.
12. Light Fixtures: All exterior lights to be Dark sky com pliant and on a photosensor circuit. Any new exterior lights to be can lights, no new w all sconces proposed.
existing wall and garage door to rem ainSalvage door and sidelites for reinstallation
Existing wall to rem ain. Existing wood
siding to determ ine m inim al grade for
new wood siding. Existing color is not
final preferred color
existing shed to be m odified existing roof to be rem oved
Chim ney beyond to contain
roof penetrations from 2nd
floor bathroom and laundry
28
'
-
0
"
12
'
-
6
"
a
t
e
n
t
r
y
10
'
-
0
"
2
5
°
W ooden accent at address
and window trim below
Relocated front door and sidelites
W ood siding
Stone veneer with stone accent
trim at top, bottom , and to align
with entry door trim
New shingle roofing, see
roof plan for m ore info
solar panels (deferred subm ittal)12
4
existing 1st floor 311.39'
new 9ft ceiling
new 2nd floor level
assum ing 15" for floor
fram ing and sheathing
new 9ft ceiling
existing finish floor to rem ain
new gas fireplace flue
existing dark sky com pliant wall lights to rem ain
existing dark sky com pliant wall lights to rem ain
310.39 e.g.
310.39 e.g.
10
'
-
0
"
25
°
10
'
-
0
"
2
5
°
flared side walls, stucco
310.37 e.g.
310.37 e.g.
existing 1st floor 311.39'
existing header ht. 6'-8"
existing clng. ht. 8'-0"
14
'
-
6
"
ex. 10.25'15'-0"
8ft opening headers
Stucco, typ.
R-2024-008
07/30/24
Danielle Condit
Left (Northwest)
1/4" = 1'-0" (1:48)2
Exterior
Elevations
A4.1
skylight
TPO at roof crickets, typ.
W ood siding at 2nd floor popouts
Existing shed to be
m odified to conform
to side setback existing windows to rem ain
existing wood siding to rem ain
existing stucco to rem ain
Stucco, typ chim ney beyond
6'
-
0
"
s
i
l
l
s
12
2
12
2
12
4
28
'
-
0
"
existing gas m eter to rem ain
existing roof to be rem oved
1" wide painted m etal reveal between wood siding and stucco, typ.
310.37 e.g.
310.37 e.g.
310.48 e.g.
310.48 e.g.
existing 1st floor 311.39'
existing header ht. 6'-8"
existing clng. ht. 8'-0"
14
'
-
6
"
existing 1st floor 311.39'
new 9ft ceiling
new 2nd floor level
assum ing 15" for floor
fram ing and sheathing
new 9ft ceiling
8ft opening headers
wood siding at recess
R-2024-008
07/30/24
Danielle Condit
Rear (Northeast)
1/4" = 1'-0" (1:48)3
Exterior
Elevations
A4.2
10
'
-
0
"
25
°
10
'
-
0
"
2
5
°
existing wall to rem ain existing wall to rem ain
skylight
W ood trim , typ W ood bench with storage below
existing door to rem ain
Stucco, typ.
3'
-
0
"
s
i
l
l
2'
-
0
"
s
i
l
l
3'
-
0
"
s
i
l
l
0" sill
false chim ney beyond for plum bing and exhaust vents
310.48 e.g.
310.66 e.g.
310.48 e.g.310.66 e.g.
10
'
-
0
"
25
°
10
'
-
0
"
2
5
°
existing 1st floor 311.39'
existing header ht. 6'-8"
existing clng. ht. 8'-0"
14
'
-
6
"
15'-0"10.25'
existing 1st floor 311.39'
new 9ft ceiling
new 2nd floor level
assum ing 15" for floor
fram ing and sheathing
new 9ft ceiling
8ft opening headers
R-2024-008
07/30/24
Danielle Condit
Right (Southeast)
1/4" = 1'-0" (1:48)4
Exterior
Elevations
A4.3
existing walls to rem ain
existing door to rem ain
existing door and window to rem ain
skylight
false chim ney for plum bing and exhaust vents
skylight
TPO roofing at crickets
SW facing roof area reserved for solar panels (deferred subm ittal).
G C to route all plum bing and exhaust vents from bathroom and
laundry area below to false chim ney provided in order to free up
as m uch space as possible for solar panels in this area.
12
'
-
6
"
6'
-
0
"
s
i
l
l
s
stucco, typ.
2'
0
"
s
i
l
l
existing overhead 200 am p
electrical m eter to rem ain
310.66 e.g.310.39 e.g.
310.66 e.g.310.39 e.g.
existing 1st floor 311.39'
existing header ht. 6'-8"
existing clng. ht. 8'-0"
14
'
-
6
"
existing 1st floor 311.39'
new 9ft ceiling
new 2nd floor level
assum ing 15" for floor
fram ing and sheathing
new 9ft ceiling
8ft opening headers
wood siding at recess
R-2024-008
07/30/24
Danielle Condit
Pergola Front (W est)
1/4" = 1'-0" (1:48) 5Pergola Right Side (South)
1/4" = 1'-0" (1:48)6
Pergola Rear(East)
1/4" = 1'-0" (1:48) 7
Pergola
Elevations
A4.4
6'
-
8
"
9'
-
2
"
11
'
-
3
"
1.5
1.0
3'-0"
7'
-
0
"
3'
-
6
"
8'
-
1
"
33 degree daylight plane on both side and
rear property lines starts at 3ft in from each PL
(not fence line) and 7ft up from grade.
310.08 e.g.
1.5
1.0
3'-0"
7'
-
0
"
33 degree daylight plane on both side and
rear property lines starts at 3ft in from each PL
(not fence line) and 7ft up from grade.
310.08 e.g.
Pr
o
p
e
r
t
y
L
i
n
e
existing rear fence is built about 3 feet in from PL.
Do not m easure from fenceline
8'
-
1
"
6'-9"
Pr
o
p
e
r
t
y
L
i
n
e
6'-6"
R-2024-008
07/30/24
Danielle Condit
1
1/4" = 1'-0" (1:48) 1
1/2" m in. drywall finish below stairs
9'
-
0
"
flared skylight shaft
11
'
-
8
1
/
2
"
existing 1st floor
new 9ft ceiling
new 2nd floor level
assum ing 15" for floor
fram ing and sheathing
new 9ft ceiling
existing 1st floor
new 9ft ceiling
new 2nd floor level
assum ing 15" for floor
fram ing and sheathing
new 9ft ceiling
Sections
A5.0
2
1/4" = 1'-0" (1:48) 2
28
'
-
0
"
9'
-
0
"
9'
-
0
"
10
'
-
6
"
±1
1
'
-
6
"
9'
-
0
"
12
'
-
8
"
3'
-
6
"
12
'
-
6
"
9'
-
0
"
9'
-
6
"
8'
-
5
"
R-2024-008
07/30/24
Danielle Condit
1/2" m in. drywall finish below stairs
5/8" type 'X' drywall at garage wall
and ceiling adjacent to living space
existing 1st floor
new 9ft ceiling
new 2nd floor level
assum ing 15" for floor
fram ing and sheathing
new 9ft ceiling
existing 1st floor
new 9ft ceiling
new 2nd floor level
assum ing 15" for floor
fram ing and sheathing
new 9ft ceiling
Sections
A5.1
3
1/4" = 1'-0" (1:48) 3
4
1/4" = 1'-0" (1:48) 4
28
'
-
0
"
9'
-
0
"
9'
-
0
"
R-2024-008
07/30/24
Danielle Condit
Driveway Right Front
n.t.s 1 Front
n.t.s 2
Left Front
n.t.s 3 Left Rear
n.t.s 4
Rear
n.t.s 5 Right Rear
n.t.s 6
Perspectives
A6.0R-2024-008
07/30/24
Danielle Condit
Driveway Right Front
n.t.s 1 Front
n.t.s 2
Left Front
n.t.s 3 Left Rear
n.t.s 4
Rear
n.t.s 5 Right Rear
n.t.s 6
Perspectives
A6.0R-2024-008
07/30/24
Danielle Condit
North Birds Eye
n.t.s 7 East Birds Eye
n.t.s 8
South Birds Eye
n.t.s 9 W est Birds Eye
n.t.s 10
Address
n.t.s 11 Approach
n.t.s 12
Perspectives
A6.1R-2024-008
07/30/24
Danielle Condit
North Birds Eye
n.t.s 7 East Birds Eye
n.t.s 8
South Birds Eye
n.t.s 9 W est Birds Eye
n.t.s 10
Address
n.t.s 11 Approach
n.t.s 12
Perspectives
A6.1R-2024-008
07/30/24
Danielle Condit
Entry
n.t.s 13 Back Doors
n.t.s 14
M aster Suite
n.t.s 15 Pergola
n.t.s 16
Pergola2
n.t.s 17 Pergola3
n.t.s 18
Perspectives
A6.2R-2024-008
07/30/24
Danielle Condit
Entry
n.t.s 13 Back Doors
n.t.s 14
M aster Suite
n.t.s 15 Pergola
n.t.s 16
Pergola2
n.t.s 17 Pergola3
n.t.s 18
Perspectives
A6.2R-2024-008
07/30/24
Danielle Condit
Pergola View
n.t.s 19 Solar Skylight Plum bing Vents
n.t.s 20
M aster Suite View
n.t.s 22M aster Suite Side View
n.t.s 21
Bed3 Rear View
n.t.s 242nd Floor Living Side View
n.t.s 23
Perspectives
A6.3R-2024-008
07/30/24
Danielle Condit
Pergola View
n.t.s 19 Solar Skylight Plum bing Vents
n.t.s 20
M aster Suite View
n.t.s 22M aster Suite Side View
n.t.s 21
Bed3 Rear View
n.t.s 242nd Floor Living Side View
n.t.s 23
Perspectives
A6.3R-2024-008
07/30/24
Danielle Condit
TRACT NO. 1647
68 M 8
LOT 93
R-2024-008
07/30/24
Danielle Condit