HomeMy WebLinkAbout2223 S Rene Dr - REV 1 - Plan(E) VEGETATE
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(N) ADDITION TO
(N) ADU 798 SQ.FT
(E)PATIO COVER
288 SQ.FT
(E) SFD 1,630 SQ.FT.
2221 S. Rene Drive
PROPERTY LINE 70'
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(N) ELECTRIC METER
100 AMP
(N) GAS LINE
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MAIN HOUSE
(E) GAS METER
(E) ELECTRICAL
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(E)WATER METER
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DATE:
SCALE:
Adan MoralesDRAFTER:
PERMIT No
SH
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DESIGN - PLANNING - PERMIT
7469 Foothill Blvd, Tujunga,
CA 91042
Cel: (323) 516-5846
Email: info@arkitpp.com
info@arkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00 pm
THIS DESIGN AND
DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE
EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT,
THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN
WHOLE OR IN ANY MANNER,
NOR ASSIGNED TO A THIRD
PARTY WITHOUT THE
WRITTEN AUTHORIZATION
OF ARKIT PLANS & PERMIT.
1
REVISIONS
SYMB DESCRIPTIONS DATE
REVISION
OWNER: Gustavo Valencia / Yannet Leal
ADDRESS: 2223 S Rene Dr,
Santa Ana, CA 92704
PROPOSED FOR:
PROJECT
MANAGEMENT:Rafael Estevez
AS SHOWN
N
Approval stamp
FEB 5 2026
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LOT: 7,650 SQ. FT.
(E) SFD 1,630 SQ.FT.
(E) PATIO COVER 450 SQ.FT.
(N) ADU 798 SQFT
1,630 + 450 + 798 = TOTAL 2,878 SQ. FT. RFA 37.62 %(35%)
N NOTES:
A. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE- FOOT CLEAR
AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER
DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES,
TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS,
APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOKUP.
THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY
POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE
PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION
DELAYS AND/OR ADDITIONAL EXPENSES.
B. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE
INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF
THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE
EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE
FUEL GAS PIPING. (PER ORDINANCE 170,158) (SEPARATE PLUMBING
PERMIT IS REQUIRED).
C. PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A
SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL
SYSTEM. R306.3
D. KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS,
LAUNDRY TUBS AND WASHING MACHINE OUTLETS SHALL BE
PROVIDED WITH HOT AND COLD WATER AND CONNECTED TO AN
APPROVED WATER SUPPLY. R306.4
E. BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH
A SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE
FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL
SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET
ABOVE THE FLOOR. R307.2
F. PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE
ADAPTED FOR LOW WATER CONSUMPTION.
G. UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED
LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED
LABELING AGENCY NAME, PRODUCT DESIGNATION AND
PERFORMANCE GRADE RATING. (RESEARCH REPORT NOT
REQUIRED). R308.6.9
H. WATER HEATER MUST BE STRAPPED TO WALL. SEC. 507.3, LAPC
I. FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO
THE DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE
ALARM SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30 SECONDS
WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET
AND BE EQUIPPED WITH A MANUAL MEANS TO DEACTIVATE (FOR 15
SECS. MAX.) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH
SHALL BE AT LEAST 54" ABOVE THE FLOOR. 6109 OF LABC
J. FOR EXISTING POOL ON SITE, PROVIDE ANTI – ENTRAPMENT
COVER MEETING THE CURRENT ASTM OR ASME FOR THE SUCTION
OUTLETS OF THE SWIMMING POOL, TODDLER POOL AND SPA FOR
SINGLE FAMILY DWELLINGS PER ASSEMBLY BILL (AB) NO. 2977.
3162B
K. AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE
LISTED IN ACCORDANCE WITH UL 325. R309.4
L. SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING
UNITS INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS
REQUIRED FOR ALTERATIONS, REPAIRS, OR ADDITIONS. R314.2
M. WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR
ADDITIONS, EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE
ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE
PROVIDED WITH A CARBON MONOXIDE ALARM IN ACCORDANCE
WITH SECTION R315.2. CARBON MONOXIDE ALARMS SHALL ONLY
BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT
FOR WHICH THE PERMIT WAS OBTAINED. R315.2
N. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE
PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED
OPENINGS IN ACCORDANCE WITH SECTION R303.1 OR SHALL BE
PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE
AN AVERAGE ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA
OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR
LEVEL. R303.1
O. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF
LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE
UNDERGROUND UTILITY INSTALLATIONS
PER SAMC SECTION 41-24 .
ONLY ONE DROP CONNECTION IS ALLOWED, THE REMAINING
CONDUITS NEED TO BE UNDERGROUND
SCOPE OF WORK
NEW A.D.U. 798 SQ.FT.
1 This project shall comply with the:
2022 California Building Code (CBC)
2022 California Residential Code (CRC)
2022 California Mechanical Code (CMC)
2022 California Plumbing Code (CPC)
2022 California Electrical Code (CEC)
2022 California Green Building Standards
Code (CGBS)
2022 California Energy Code
1.LAND USE ZONE: R1
2.CONSTRUCTION TYPE: VB
3.FIRE SPRINKLERS: NONE
4. OCCUPANCY: R3
CODE INFORMATION
The property is located at: 2223 S Rene Dr, Santa Ana, CA 92704
- Parking is not required for an Accessory Dwelling in the following instances:
- It is located within one-half mile of public transit (any public transit stop along a fixed route with a
fixed schedule)
- This property is located 0.1 of a mile from : WARNER-RENE Bus stop
VICINITY MAP
LEGAL DESCRIPTION
AIN
Lot/Parcel Area (Calculated)
ADU ADDRESS
ADDRESS
Legal description
Zoning
INDEX
ARCHITECTURAL:
AD-1 COVER SHEET
AD-2 GENERAL NOTES
AD-3 EXISTING / PROPOSED FLOOR PLAN & ROOF PLAN
AD-4 ELEVATIONS & SECTION PLAN
AD-5 FOUNDATION & FRAMING PLAN
AD-6 CAL GREEN 1
AD-7 CAL GREEN 2
WF WOOD FRAME PRESCRIPTIVE PROVISIONS
TITLE 24:
T24-1 ENERGY CALCULATION
T24-1 ENERGY CALCULATION
1/8" = 1'-0"
1.1_Plot Plan1
SFD SF: 1,630
ADU SF: 798
798 / 1,630 = .48
TOTAL: .48
ADU/SFD sf ratio (Park & Rec
Development Fee)
The ADU sf / SFD sf ratio is for Park & Rec
fee purpose only. The applicant is responsible
for the given “SFR sf” of the existing primary
residence; Building Safety staff are not
responsible for the accuracy of the given
“SFR sf” of the existing residence
NOTE:
408-465-09
7,650 (sq ft)
2223 S Rene Dr Santa Ana, CA 92704
2221 S Rene Dr Santa Ana, CA 92704
N TR 2207 LOT 10
R1
Soils report is not necessary as mentioned in
Chapter 18, CBC:
"The following types of buildings complying with the
“Minimum Foundation Construction Requirements”
in Section C below are met:
c. New detached one-story accessory dwelling units
(ADU) with a maximum building area of 750 sq. ft."
NOTE:
FEMA DESIGNATED FLOOD ZONE
No, this project is located in a FEMA Zone X
DATE:
SCALE:
Adan MoralesDRAFTER:
PERMIT No
SH
E
E
T
T
I
L
E
:
DESIGN - PLANNING - PERMIT
7469 Foothill Blvd, Tujunga,
CA 91042
Cel: (323) 516-5846
Email: info@arkitpp.com
info@arkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00 pm
THIS DESIGN AND
DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE
EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT,
THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN
WHOLE OR IN ANY MANNER,
NOR ASSIGNED TO A THIRD
PARTY WITHOUT THE
WRITTEN AUTHORIZATION
OF ARKIT PLANS & PERMIT.
1
REVISIONS
SYMB DESCRIPTIONS DATE
REVISION
OWNER: Gustavo Valencia / Yannet Leal
ADDRESS: 2223 S Rene Dr,
Santa Ana, CA 92704
PROPOSED FOR:
PROJECT
MANAGEMENT:Rafael Estevez
AS SHOWN
N
Approval stamp
FEB 5 2026
NE
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9
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GENERAL NOTES
1. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS
AND CONDITIONS AND SHALL REPORT ALL DISCREPANCIES TO
THE DESIGN CONSULTANTS PRIOR TO COMMENCING WORK.
2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE UNIFORM
BUILDING CODE, LATEST EDITION AND OR APPLICABLE LOCAL
CODES AND REGULATIONS.
3. THE STRUCTURE IS DESIGNED AS A STABLE UNIT AFTER ALL
COMPONENTS ARE IN PLACE. THE CONTRACTOR IS RESPONSIBLE
FOR PROVIDING TEMPORARY BRACING AS REQUIRED TO ENSURE
THE VERTICAL AND LATERAL STABILITY OF THE ENTIRE
STRUCTURE OR A PORTION THEREOF DURING CONSTRUCTION.
4. PROVIDE OPENINGS AS REQUIRED FOR TYPICAL DETAILS,
MECHANICAL AND ELECTRICAL EQUIPMENT, VENTS, DUCTS ETC.,
INCLUDING THOSE NOT SPECIFICALLY SHOWN ON THE DRAWINGS.
5. GENERAL CONTRACTOR SHALL COORDINATE THE WORK OF ALL
TRADES, INCLUDING ADVISING ALL TRADES OF FEATURES OF
CONSTRUCTION, PROVIDING BLOCKS, HOLES, DEPRESSIONS, ETC.,
AS REQUIRED TO COMPLETE THE JOB. REFER TO DRAWINGS FOR
SLAB DEPRESSIONS, SLOPES, CURBS, DRAINS, OPENINGS, ETC.
6. GENERAL CONTRACTOR IS TO BUILD AND MAINTAIN A
CONSTRUCTION BARRICADE; [ ALL NECESSARY LIGHTS, SIGN,
ETC., IF REQUIRED. ] FOR PROTECTION OF THE PUBLIC AS
DIRECTED BY THE LOCAL BUILDING DEPARTMENT.
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT
OR REPAIR, WITHOUT CHARGE, FOR ANY DAMAGE CAUSED BY HIM
OR HIS SUBCONTRACTORS.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
TO UNDERGROUND UTILITIES ENCOUNTERED IN AREAS WHERE
EXCAVATIONS ARE INDICATED AND SHALL REPAIR ANY SUCH
DAMAGE AT HIS OWN EXPENSE. WHERE UTILITY LINES MUST BE
MAINTAINED UNDER BUILDING, THEY SHALL BE PROPERLY
SLEEVED THROUGH FOUNDATION WALLS. FOOTINGS SHALL BE
DROPPED TO A DEPTH BELOW UTILITY LINES AS REQUIRED BY
DETAILS ON DRAWINGS, i. e. PRESSURE ZONE PROXIMITY, SLEEVE
LOCATION, STEPS, REINFORCING, ETC.. ALL AT NO ADDITIONAL
COST TO OWNER.
9. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN
AND PAY FOR ALL REQUIRED PERMITS PRIOR TO THE START OF
CONSTRUCTION.
10. NO STRUCTURAL CHANGES FROM THE APPROVED PLANS
SHALL BE MADE IN THE FIELD UNLESS PRIOR TO MAKING SUCH
CHANGES, WRITTEN APPROVAL IS OBTAINED. IF CHANGES ARE
MADE WITHOUT WRITTEN APPROVAL, SUCH CHANGES SHALL BE
THE LEGAL AND FINANCIAL RESPONSIBILITY OF THE CONTRACTOR
TO REPLACE OR REPAIR THE CONDITION.
11. ALL CONCRETE AND / OR DECORATIVELY PAVED WALKS SHALL
SLOPE AWAY FROM BUILDING, 1/8" PER FOOT OF WIDTH MINIMUM.
12. ALL CONTRACTORS TO PROVIDE LIABILITY INSURANCE AND
WORKERS COMPENSATION BENEFITS IN ACCORDANCE WITH
STATE LAW FOR ALL WORKERS AND AGENTS WHO WILL BE ON
THE SITE AT ANY TIME WHILE PERFORMING WORK ON THIS
PROJECT.
13. ALL WORK SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE
AND FEDERAL CODES, ORDINANCES AND ANY APPLICABLE
AMENDMENTS.
14. CONTRACTOR TO VERIFY LOCATION OF ALL UTILITIES AND
SHALL NOTIFY DESIGN CONSULTANTS OF ANY AND ALL
DISCREPANCIES PRIOR TO COMMENCING CONSTRUCTION.
15. CONTRACTOR SHALL REPORT ANY DEFECTS, DISCREPANCIES,
PROBLEMS OR UNCERTAINTIES TO THE DESIGN CONSULTANTS
FOR RESOLUTION PRIOR TO COMMENCING CONSTRUCTION.
16. ALL DEBRIS, EXCESS MATERIAL, ETC., IS TO BE REMOVED BY
THE CONTRACTOR BY THE END OF THE JOB. JOB TO BE LEFT
SUFFICIENTLY CLEAN AS TO WARRANT OWNERS APPROVAL.
17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PERMITS,
FEES AND INSPECTIONS AS MAY BE REQUIRED FOR COMPLETION
OF THE JOB AS PER ALL GOVERNING AGENCIES.
18. ALL WORK TO BE PERFORMED IN ACCORDANCE WITH THE
BEST STANDARDS OF EACH PARTICULAR TRADE.
19. CONTRACTOR TO PROVIDE COST ESTIMATE FOR ALL WORK
SHOWN ON DRAWINGS AND WORK NORMALLY REQUIRED TO
CARRY OUT DESIGN INTENT OF THESE DRAWINGS.
20. INTERIOR CONCRETE SLABS SHALL BE POURED LEVEL (
UNLESS OTHERWISE INDICATED ) 1/8* TOLERANCE ON A 10'-0"
EDGE IN ANY GIVEN DIRECTION.
21. ALL DIMENSIONS ARE TO FACE OF STUDS UNLESS NOTED
OTHERWISE.
22. DRAWING ARE NOT TO BE SCALED, WORK SHALL BE
GOVERNED BY DIMENSION ONLY. DISCREPANCIES BETWEEN THE
DRAWINGS AND / OR THE EXISTING SITE CONDITIONS SHALL BE
BROUGHT TO THE ATTENTION OF THE DESIGN CONSULTANTS
IMMEDIATELY.
23. ALL GLASS AND GLAZING SHALL COMPLY WITH THE
REQUIREMENTS OF THE FEDERAL DESIGN CONSULTANTSURAL
GLAZING STANDARDS AND NEW STATE REGULATIONS.
24. ALL BATHROOMS, WATER CLOSET COMPARTMENTS, LAUNDRY
ROOMS AND SIMILAR ROOMS SHALL BE PROVIDED WITH NATURAL
VENTILATION BY MEANS OF OPEN ABLE EXTERIOR OPENINGS
WITH AN AREA OF NOT LESS THAN 1/20 OF THE FLOOR AREA OF
THE ROOM ( MINIMUM 1 1/2 SQ. FT. ). APPROVED FAN EXHAUST
SYSTEMS, CONNECTED TO THE OUTSIDE, MAY BE SUBSTITUTED
FOR NATURAL VENTILATION. THE FAN EXHAUST SYSTEM SHALL BE
DESIGN AND OPERATED SO AS TO PROVIDE A COMPLETE CHANGE
OF AIR EVERY TWELVE MINUTES.
SECURITY PROVISIONS NOTES
PROVIDE DETAILS AND SPECIFICATIONS FOR ALL
SWINGING DOORS IN SECURITY OPENINGS IN
ACCORDANCE WITH THE FOLLOWING REQUIREMENTS:
1. WOOD FLUSH-TYPE DOORS SHALL BE 1 3/8" THICK
MINIMUM WITH SOLID CORE CONSTRUCTION OR
2. HOLLOW CORE DOORS LESS THAN 1 3/8" IN
THICKNESS COVERED ON THE INSIDE FACE WITH 16
GAUGE SHEET METAL ATTACHED WITH SCREWS AT 6" ON
CENTERS AROUND THE PERIMETER OR EQUIVALENT OR
3. WOOD PANEL TYPE DOORS WITH PANELS
FABRICATED OF LUMBER NOT LESS THAN 9/16 INCH
THICKNESS, PROVIDED SHAPED PORTIONS OF THE
PANELS ARE NOT LESS THAN 1/4 INCH NICK. INDIVIDUAL
PANELS SHALL NOT EXCEED 300 SQ. FT. IN AREA. STILES
AND RAILS SHALL BE OF SOLID LUMBER IN THICKNESS
WITH OVERALL DIMENSIONS OF NOT LESS THAN 1 3/8
INCHES IN WIDTH. MULLIONS SHALL BE CONSIDERED A
PART OF ADJACENT PANELS, UNLESS SIZED AS
REQUIRED HEREIN FOR STILES AND RAILS EXCEPT
MUWONS NOT OVER 18 INCHES LONG MAY HAVE AN
OVERALL WIDTH OF NOT LESS THAN 2 INCHES. CARVED
AREAS SHALL HAVE A THICKNESS OF NOT LESS THAN 3/8
INCHES.
4. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK
WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL BE
FULLY TEMPERED GLASS OR APPROVED BURGLARY
RESISTANT MATERIAL, OR SHALL BE PROTECTED BY
METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM
OPENING OF 2". THE PROVISIONS OF THIS SECTION
SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH
DO NOT EXCEED 2¡ IN THEIR GREATEST DIMENSIONS.
91.6720
5. DOOR STOPS OF IN-SWINGING DOORS SHALL BE
OF ONE-PIECE CONSTRUCTION WITH THE JAMB OR
JOINED BY RABBET TO THE JAMB.
6. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE
FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS
CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN
ADDITION, THEY SHALL HAVE MINIMUM 1/4" DIAMETER
STEEL JAMB STUD WITH 1/4" MINIMUM PROTECTION
UNLESS THE HINGES ARE SHAPED TO PREVENT
REMOVAL OF THE DOOR IF THE HINGE PINS ARE
REMOVED.
7. THE STRIKE PLATE FOR LATCHES AND THE
HOLDING DEVICE FOR PROTECTING DEADBOLTS IN
WOOD CONSTRUCTION SHALL BE SECURED TO THE
JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS
THAN 2 1/2" IN LENGTH. 91.6711(6) 8. SPECIFY DEADBOLTS
WITH HARDENED INSERTS; DEADLOCKING LATCH
KEY-OPERATED LOCKS ON EXTERIOR; LOCKS OPEN
ABLE WITHOUT KEY, SPECIAL KNOWLEDGE OR SPECIAL
EFFORT ON INTERIOR; AND TYPE THROW, AND
EMBEDMENT OF DEADBOLTS FOR SINGLE SWINGING
DOOR, ACTIVE LEAF OR PAIRS OF DOORS, OR BOTTOM
LEAF OF DUTCH DOOR.
9. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM
THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN
5/8". 91.6711 (8)
10. A HOOK-SHAPED OR AN EXPANDING-LUG
DEADBOLT SHALL HAVE A MINIMUM THROW OF 3/4".
91.6711 (8)
11. CYLINDER GUARDS SHALL BE INSTALLED ON
CYLINDER LOCKS WHENEVER THE CYLINDER PROTECTS
BEYOND THE FACE OF THE DOOR OR IS OTHERWISE
ACCESSIBLE TO GRIPPING TOOLS. 91.6711 (F)
12. SHOW MEANS OF SECURING INACTIVE LEAF OF
DOUBLE DOOR AND UPPER LEAF OF DUTCH DOOR.
91.6711 (C) 13. SUDING GLASS DOORS AND WINDOWS
SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL
BE SO CONSTRUCTED AND INSTALLED THAT THEY
REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO
THE TEST SPECIFIED IN 91.6731 AND 91.6732
14. SUDING DOORS AND WINDOWS SHALL BE
PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF
THE MOVING PANEL TO PROHIBIT RAISING AND
REMOVING OF THE MOVING PANEL IN THE CLOSED OR
PARTIALLY OPEN POSITION.
15. LOUVERED WINDOWS SHALL BE PROTECTED BY
METAL BARS GRILLS WITH OPENINGS THAT HAVE AT
LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE
CONSTRUCTED TO PRECLUDE HUMAN ENTRY. 91.6722 (C)
16. ANY RELEASE FOR METAL BARS, GRILLS, GRATES
OR SIMILAR DEVICES CONSTRUCTED TO PRECLUDE
HUMAN ENTRY THAT ARE INSTALLED SHALL BE LOCATED
ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST
24 INCHES FROM THE CLOSES OPENING THROUGH SUCH
METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES
THAT EXCEEDS TWO INCHES IN ANY DIMENSION. 91.6722
(D)
17. IN 8-2, B-4 OCCUPANCIES, PANES OF GLAZING
WITH A LEAST DIMENSION GREATER THAN 6" BUT LESS
THAN 48" SHALL BE FULLY TEMPERED GLASS OR
APPROVED BURGLAR - RESISTANT MATERIAL OR SHALL
BE PROTECTED BY METAL BARS OR GRILLS WITH
OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6"
OR LESS. 91.6721
18. OTHER OPEN ABLE WINDOWS SHALL BE PROVIDED
WITH SUBSTANTIAL LOCKING DEVICES. IN G
OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE BARS,
BOLTS, CROSS-BARS, AND/OR PADLOCKS WITH MINIMUM
9/32" HARDENED STEEL SHACKLES AND BOLTED,
HARDENED STEEL HASPS.
19. PROVIDE DETAILS AND SPECIFICATIONS FOR THE
PROTECTION OF SECURITY OPENINGS OTHER THAN
DOORS OR GLAZED OPENINGS PER 91.6723
20. SCREENS, BARRICADES, OR FENCES MADE OF
MATERIAL WHICH PRECLUDE HUMAN CLIMBING SHALL BE
PROVIDED AT EVERY PORTION OF EVERY ROOF,
BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8' OF
THE UTILITY POLE OR SIMILAR STRUCTURE.
ENERGY CONSERVATION STANDARD NOTES
1. THE BUILDING DESIGN MEETS THE REQUIREMENTS OF 'TILE 24,
PART 2, CHAPTER 2 - 53.
2. INSULATION INSTALLER SHALL POST IN A CONSPICUOUS
LOCATION IN THE BUILDING A CERTIFICATE SIGNED BY THE
INSTALLER AND BUILDER STATING THAT THE INSTALLATION
CONFORMS WITH THE REQUIREMENTS OF TILE 20, CHAPTER 2,
SUBCHAPTER 4, ARTICLE 3.
3. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE
MANUFACTURER AS COMPLYING WITH THE CALIFORNIA QUALITY
STANDARDS FOR INSULATING MATERIAL.
4. DOORS AND WINDOWS BETWEEN CONDITIONED AND OUTSIDE
OF UNCONDITIONED SPACES SUCH AS GARAGES AND
COMPARTMENTS FOR CENTRAL AIR GAS FURNACES SHALL BE
FULLY WEATHER STRIPPED.
5. MANUFACTURED DOORS AND WINDOWS SHALL BE CERTIFIED
AND LABELED IN COMPLIANCE WITH THE APPROPRIATE
INFILTRATION STANDARDS.
6. CAULK PLUMBING AND ELECTRICAL PENETRATIONS, ALL
WINDOW AND DOOR FRAMES, BETWEEN WALL SOLE PLATES AND
FLOORS AND ALL OTHER OPENING IN THE ENVELOPE.
7. A NIGHT SETBACK THERMOSTAT SHALL BE INSTALLED.
8. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED
PER CHAPTER 10 OF 1976 UMC.
9. 25 LUMENS / WATT EFFICIENCY SHALL BE PROVIDED FOR
GENERAL LIGHTING IN KITCHENS AND BATHROOMS (
FLUORESCENT LIGHTS ).
10. ALL OPENINGS ( DOORS AND WINDOWS ) SHALL BE PROPERLY
WEATHER-STRIPPED, CERTIFIED, AND LABELED.
11. BACK DRAFT DAMPERS FOR ALL EXHAUST AND FAN SYSTEMS
SHALL BE PROVIDED.
12. A R-12 EXTERIOR BLANKET SHALL BE PROVIDED FOR HOT
WATER HEATER AND SOLAR TANKS.
13. R-3 INSULATION SHALL BE PROVIDED FOR THE FIRST FIVE FEET
OF THE WATER HEATER OUTLET PIPE.
14. ALL WATER HEATING AND SPACE CONDITIONING EQUIPMENT,
SHOWER HEADS AND FAUCETS SHALL BE C.E.C. CERTIFIED.
15. MASONRY AND FACTORY BUILT FIREPLACES SHALL BE
INSTALLED WITH TIGHT FITTING CLOSE ABLE METAL OR GLASS
DOORS, OUTSIDE AIR INTAKE WITH DAMPER, AND FLUTE
DAMPERS. CONTINUOUS BURNING GAS PILOTS ARE PROHIBITED.
16. ALL STEAM AND STEAM CONDENSATE RETURN PIPING AND ALL
CONTINUOUSLY CIRCULATING DOMESTIC HEATING OR HOT
WATER PIPING SHALL BE INSULATED AS REQUIRED BY THE
PLUMBING DIVISION.
ABBREVIATION LIST
ABV Above
AFF Above Finish Floor
AC or Acst Acoustic
AC PLAST Acoustical Plaster
AC Air conditioner
AL or ALUM Aluminum
AD Area drain
@ At
AVG Average
BM Beam
BLKG Blocking
BD Board
BR Brass
BRZ Bronze
BLDG. Building
BLTÑIN BuiltÑin
CAB Cabinet
CB Ceiling
CL Center line
CM Centimeter
CER Ceramic
CLR Clear
CW Cold water
COL Column
CONC Concrete
CMU Concrete masonry unit
CONST Construction
CONT Continuous
CONIR Contractor
DEMO Demolition
DIET Detail
DIA Diameter
DIM Dimension
DW Dishwasher
DR Door
DBL Double
DG Double glazed
DSG Double strength gloss
DF Douglas fir
DS Downspout
DWR Drawer
DWG Drawing
DF Drinking fountain
EA Each
ELEC Electrical
EWC Electric water cooler
EL or ELEV Elevation
EQ Equal
EQUIP Equipment
EST Estimate
EXH Exhaust
EXIST Existing
EXP JT Expansion joint
EXT Exterior
FAB Fabricate
FOS Face of studs
' or FT Feet
FIN Finish
FF Finish floor
FAO Finish all ove
FP Fireproof
FG Fix glass
FL Floor
FD Floor drain
FL JT Floor joint
FLOUR Fluorescent
FTG Footing
FAU Forced air unit
FRMG Framing
FURN Furnish
GI Galvanized iron
GAR DISP Garbage disposal
GEN'L Gloss
GR Grade
GYP BD Gypsum board
HDW Hardware
HDWD Hardwood
HDR Header
HTR Heater
HT or HGT Height
HC Hollow core
HOR or HORIZ Horizontal
HW Hot water
HR Hour
" or IN Inch
INSUL Insulation
INT Interior
JT Joint
JÑBOX or JB Junction box
LAM Laminated
LAV Lavatory
LT Light
LTG Lighting
LTWT Lightweight
LIN Linen
LINO Linoleum
MFG Manufacture
MFD Manufactured
MRB Marble
MAS Masonry
MO Masonry opening
MR Material
MAX Medicine cabinet
MECH Mechanical
MTL Metal
M Meter
MIN Minimum
MISC Miscellaneous
MTD Mounted
MULL Mullion
NAT Natural
NOM Nominal
NIC Not in contract
# or NO Number
OC On center
OPG Opening
OPP Opposite
OS Overflow scupper
PTN Partition
PLAS Plaste
LEGEND
PL LAM Plastic laminate
PL Plate
PLBG Plumbing
PLYWD Plywood
P/L Property line
QTY Quantity
QT Quarry tile
R Radius
REF Reference
REFRG Refrigerator
REINF Reinforced
RMV Remove
REQD Required
REV Revision
R Roof drain
RM Room
RGH OPNG Schedule
SECT Section
SHTG Sheothing
SH Sheet
S & P Shelf and pole
SHOW Shower
SIM Simular
SL Sliding
SD Smoke detector
SC Solid core
SPECS Specifications
SQ FT Square feet
SQ IN Square inches
S ST Stoinless steel
STD Standard
ST Steel
STRL Structural
SUSP Suspended
SYS System
TEL Telephone
TEMP Temperature
T & G Tongue and groove
TC Top of curve
TP Top of pavement
TR Tread
TYP Typical
UNF Unfinished
UR Urinal
VTR Vent through roof
VIF Verify in the field
VERT Vertical
VGDF Vertical grain Douglas fir
VTILE Vinyl tile
WCT Water closet
WH Water heater
WP Waterproof
WT Weight
W Width
W / With
W / 0 Without
WD Wood
WI Wrought iron
YD Yard
(E) Garage door to be removed
(E
)
W
I
N
D
O
W
T
O
BE
R
E
M
O
V
E
D
(E
)
D
O
O
R
T
O
B
E
RE
M
O
V
E
D
(E) Wall to be demo
(E) Wall to be demo
(E
)
W
a
l
l
t
o
b
e
d
e
m
o
(E
)
W
a
l
l
t
o
b
e
d
e
m
o
8' - 0"
2'
-
0
"
10
'
-
9
"
11' - 6"
3' - 0"
3'
-
0
"
5' - 6"
5
AD.4
130 CFM range hood vented
directly to the outside
exhaousting.(N) KITCHEN
(N) BATHROOM
FAN
(N) BATHROOMFAN
(N) W&D
A
B
C
A
FAN
(N) BEDROOM
SD
(N) BEDROOM
SD
(N) LIVING ROOM
15''15''
24
'
'
15''15''
24
'
'
(N) CLOSET
(N) CLOSET
5'
-
0
"
2'
-
0
"
14
'
-
3
"
4' - 0"3' - 0"3' - 0"5' - 6"4' - 0"3' - 11"
13' - 6"
10' - 6"3' - 0"
3' - 0"
2'
-
0
"
8' - 0"
3' - 6"
5'
-
6
"
SD CM
2'
-
0
"
3' - 0"
1
22
2 2
3
(N) 22''X30''
ATTIC ACCESS
A-A
AD.4
A-A
AD.4
(N) ELECTRIC METER 100 AMP
(N) GAS
METER
(N) WATER HEATER-WH ENCLOSURE
MUST MATCH
WITH EXISTING
SIDING
DRAWING LEGEND
NEW WALLS
SMOKE DETECTORS
CARBON MOXIDE
DETECTORS
- ENERGY STAR EXHAUST FAN
NOTE:
-BATHROOM EXHAUST FANS
SHALL BE ENERGY STAR
COMPLIANT AND CONTROLLED
BY HUMIDISTAT 4.506.1 TO BE
TERMINATED OUTSIDE OF THE
BUILDING
MIN 50 CFM FOR FANS
CM
SD
FAN
Walls are 6' foot thick with 2''X 6''STUDS every 4'' Provide a
min. 26-gage weep screed for stucco at the foundation plate
line a minimum of 4-in. above the earth or 2-in above paved
areas.
NOTE:
SMOKE DETECTORS shall be interconnected hard-wired with
battery backup and shall be installed in accordance with NFPA
72.
EXISTING WALLS
DEMO WALLS
V A THERMOSTATIC PRESSURE
BALANCED VALVE (CPC 408.3)
21
'
-
3
"
(N) PORCH
2'
-
9
"
6' - 0"
3'
-
6
"
(N)THRESHOLD
1.25''
ELECTRICAL STOVE
ø 36"ø 36"
1-HR FIRE RATEDWALL
5'
-
8
"
21
'
-
0
"
3' - 0"19' - 0"
(N) HEAT PUMP
46 CFM PER
ENERGY CALCS
46 CFM PER
ENERGY CALCS
46 CFM PER
ENERGY CALCS
(N) 1 HOUR FIRE RATED WALL
11' - 0"
11
'
-
3
"
11' - 0"
8'
-
2
"
11
'
-
3
"
19
'
-
1
1
"
7' - 6"
16' - 0"
38' - 0"
2'
-
8
"
4'
-
3
"
4'
-
0
"
8'
-
4
"
2'
-
0
"
4' - 0"4' - 0"6' - 7"
38' - 0"
0' - 4"0' - 4"
C
A
1'
-
0
"
2' - 0"
1'
-
0
"
1' - 0"
AD
U
W
A
L
L
S
P
R
O
J
E
C
T
I
O
N
AD
U
W
A
L
L
S
P
R
O
J
E
C
T
I
O
N
ADU WALLS PROJECTION
ADU WALLS PROJECTION
EXISTING PATIO COVER
SL
O
P
E
3
"
/
1
2
"
SL
O
P
E
3
"
/
1
2
"
SL
O
P
E
3
"
/
1
2
"
SL
O
P
E
3
"
/
1
2
"
SL
O
P
E
3
"
/
1
2
"
SL
O
P
E
3
"
/
1
2
"
A-A
AD.4
A-A
AD.4
(E) SLOPE 2" / 12"(E) SLOPE 2" / 12"
DATE:
SCALE:
Adan MoralesDRAFTER:
PERMIT No
SH
E
E
T
T
I
L
E
:
DESIGN - PLANNING - PERMIT
7469 Foothill Blvd, Tujunga,
CA 91042
Cel: (323) 516-5846
Email: info@arkitpp.com
info@arkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00 pm
THIS DESIGN AND
DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE
EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT,
THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN
WHOLE OR IN ANY MANNER,
NOR ASSIGNED TO A THIRD
PARTY WITHOUT THE
WRITTEN AUTHORIZATION
OF ARKIT PLANS & PERMIT.
1
REVISIONS
SYMB DESCRIPTIONS DATE
REVISION
OWNER: Gustavo Valencia / Yannet Leal
ADDRESS: 2223 S Rene Dr,
Santa Ana, CA 92704
PROPOSED FOR:
PROJECT
MANAGEMENT:Rafael Estevez
AS SHOWN
N
Approval stamp
FEB 5 2026
NE
W
A
D
U
7
9
8
S
Q
.
F
T
.
AD.3
EX
I
S
T
I
N
G
A
N
D
P
R
O
P
O
S
E
D
F
L
O
O
R
PL
A
N
&
R
O
O
F
P
L
A
N
WINDOW SCHEDULE
NO.SIZES
WIDTH HEIGHT TYPE MATERIAL QUANTITY REMARKS SHDC U-FACTOR
A 4'-0''4'-0''VINYL 4 TEMPERED
GLAZED
SLIDINGB3'-0''3'-0''VINYL 1 TEMPERED
GLAZED
DOOR SCHEDULE
NO.SIZES
WIDTH HEIGHT TYPE MATERIAL QUANTITYNo. PANELS
1 4'-0''6'-8''SOLID
CORE
HINGE23'-0''6'-8''WOOD 4
REMARKS
1-
HOLLOW
CORE
.23 NFRC .3
.23 NFRC .3
-
3 3'-6''6'-8''1-
SLIDINGC2'-0''2'-0''VINYL 2 TEMPERED
GLAZED .23 NFRC .3
HINGE WOOD
WOOD
SLIDING
FOLDING HOLLOW
CORE
1/4" = 1'-0"
EXISTING FLOOR PLAN1
1/4" = 1'-0"
PROPOSED FLOOR PLAN2
1/4" = 1'-0"
ROOF PLAN3
Carbon monoxide detectors are
required to be hard wired with battery
backup (CRC R315.6).
2. NOTE:
ATTIC VENTILATION CALCS:
ADU 798 SQ.FT DIVIDED BY 150 = 5.32
5.32 x 144 = 766.08
766.08 SQ. INCHES REQUIRED
VENTILATION:
AREA (766.08) REQUIRED DIVIDED BY
242 (NET FREE AREA) SQ. INCHES = 3.16
24" X 24" VENT = 242 NET FREE AREA
VENTS REQUIRED: 3.16
PROVIDE (3) 24" X 24" SCREENED
Louvered door with a
minimum of 100 sq.in. is
required for door 3 per
CMC 504.4.0
3. NOTE:
Plans to comply with Energy Code 150.0(s)(t)(u)(v)
4- NOTE:
WALL REINFORCEMENT FOR GRAB BARS PER CRC R327.1.1A- DETAIL:
Note:
The suggested dimensions are to accommodate the minimum required 36-in clearance, center
to center, at a water closet; and minimum 24-in clear space in front of water closet.
B-DETAIL: ELECTRICAL RECEPTACLES, SWITCH AND DOORBELLS PER CRC R327
Note:
Dedicated receptacle outlets; floor receptacle outlets; controls mounted on ceiling fans and
ceiling lights and controls located on appliances; and required receptacles on a wall space that
has a built-in feature above finish floor less than 15-in.
Annular spaces around
pipes, electrical cables,
conduits or other
openings in sole/bottom
plates at exterior walls
Shall be protected against
the passage of rodents by
closing such
openings with cement
mortar, concrete masonry
or similar methods.
1. NOTE:
150.0(s) Battery Ready: Mandates a 225-amp main panel, a 1-inch raceway
for future installation, space for a transfer switch, and four dedicated branch
circuits for essential loads.
150.0(t) Heat Pump Ready: Requires a dedicated 240V, 30-amp (or greater)
circuit within 3 feet of a gas furnace, with space in the panel.
150.0(u) Electric Cooktop Ready: Mandates a dedicated 240V, 50-amp
circuit near the gas cooktop.
150.0(v) Electric Dryer Ready: Mandates a dedicated 240V, 30-amp circuit
near the gas dryer.
1. RECEPTACLES OUTLETS SHALL BE TAMPER
RESISTANT.
2. LAUNDRY BRANCH CIRCUITS. AT LEST ONE 20-
AMP
BRANCH CIRCUITS SHALL BE PROVIDED TO
SUPPLY LAUNDRY RECEPTACLE OUTLETS. THIS
CIRCUIT SHALL HAVE NO OTHER OUTLETS.
3. A DEDICATED 20-AMP CIRCUITS SHALL BE
PROVIDED TO SERVE THE REQUIRED BATHROOM
OUTLETS. THIS CIRCUITS CANNOT SUPPLY ANY
OTHER OUTLETS (INCLUDING
BATHROOM LIGHTING AND FANS).
4. CLOTHES DRYER AND ELECTRICAL RANGER
SHALL HAVE AWIRE GROUNDED ELECTRICAL
OUTLET.
5. ALL RECESSED LIGHT FIXTURES SHALL BE IC
RATED OR FIXTURES NOT IDENTIFIED FOR
CONTACT WITH INSULATION SHALL HAVE ALL
RECESSED PARTS SPACED AL LEAST 12'' FROM
COMBUSTIBLE MATERIALS AND 3'' FROM THERMAL
INSULATION.
6. TWO SMALL- APPLIANCE BRANCH CIRCUITS FOR
THE
KITCHEN LIMITED TO SUPPLYING WALL AND
COUNTER
OUTLETS ONLY. ADDITIONAL CIRCUITS SHALL BE
PROVIDED TO SUPPLY OTHER APPLIANCES, SUCH
GARBAGE DISPOSAL, DISH WATER, AND OTHERS.
7. ALL 120 VOLT. SINGLE PHASE. 15 AND 20 -AMP
BRANCH CIRCUITS SUPPLYING OUTLETS
INSTALLED IN DWELLING UNIT FAMILY ROOMS,
DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOM, OR SIMILAR ROOMS
OR AREAS SHALL DE PROTECTED BY A LISTED
ARC-FAULT CIRCUIT INTERRUPTER, COMBINATION-
TYPE, INSTALLED TO PROVIDED
PROTECTION OF BRANCH CIRCUIT.
ELECTRICAL NOTES
E.G.L. 0' - 0"E.G.L. 0' - 0"
(N) CLASS 'A' COMP
ICC Evaluation Report ESR-1389
Code: 0668-0055
SHINGLES OVER 13 PAPER
ICC Evaluation Report ESR-1389
Code 0668-0055 - CertainTeed
Corporation: CertainTeed
LAndmark Solaris AGED CEDAR
Steep Slope: Asphalt Shingles
Orange, Grey, Brown, Multicolor
SRI VALUE 28 / 3 YR SOAR
REFLECTANCE 0.27
THERMAL EMMITANCE 0.89
ICC Evaluation Report ESR-1389
ASTM D3018 Type I, ASTM D3462
ASTM E108 Fire Resistance: Class A
ASTM D3161 Class F Wind Resistance
ASTM D7158 Class H Wind Resistance
UL 2390/ASTM D6381 Class H Wind Resistance
UL 790 Fire Resistance: Class A
UL 997 Wind Resistance, NYC-MEA-120-79-M
CSA Standard A123.5-98 (&-05)
Ontario BMEC Auth. 97-10-219
Miami-Dade Product Control Approved
Florida Product Approval # FL5444
Energy Star Rated
CA Title 24, Part 6 (Cool Steep Slope Roofing)
USGBC LEED®-NC
12
'
-
0
"
0'
-
6
"
12
'
-
6
"
3'
-
4
9
/
1
6
"
8'
-
7
7
/
1
6
"
0'
-
6
"
12
'
-
6
"
(N) SIDING
(N) SIDING
(N) WHITE
WOOD TRIM (N) WHITE
WOOD TRIM
14' - 9"
E.G.L. 0' - 0"
(N) SIDING
E.G.L. 0' - 0"
(N) SIDING
0'
-
6
"
8'
-
7
7
/
1
6
"
3'
-
4
9
/
1
6
"
12
'
-
6
"
9'
-
1
7
/
1
6
"
3'
-
4
9
/
1
6
"
12
'
-
6
"
(N) CLASS 'A' COMP
ICC Evaluation Report ESR-1389
Code: 0668-0055
SHINGLES OVER 13 PAPER
ICC Evaluation Report ESR-1389
Code 0668-0055 - CertainTeed
Corporation: CertainTeed
LAndmark Solaris AGED CEDAR
Steep Slope: Asphalt Shingles
Orange, Grey, Brown, Multicolor
SRI VALUE 28 / 3 YR SOAR
REFLECTANCE 0.27
THERMAL EMMITANCE 0.89
ICC Evaluation Report ESR-1389
ASTM D3018 Type I, ASTM D3462
ASTM E108 Fire Resistance: Class A
ASTM D3161 Class F Wind Resistance
ASTM D7158 Class H Wind Resistance
UL 2390/ASTM D6381 Class H Wind Resistance
UL 790 Fire Resistance: Class A
UL 997 Wind Resistance, NYC-MEA-120-79-M
CSA Standard A123.5-98 (&-05)
Ontario BMEC Auth. 97-10-219
Miami-Dade Product Control Approved
Florida Product Approval # FL5444
Energy Star Rated
CA Title 24, Part 6 (Cool Steep Slope Roofing)
USGBC LEED®-NC
E.G.L. 0' - 0"E.G.L. 0' - 0"
(N) SIDING
(N) CLASS 'A' COMP
ICC Evaluation Report ESR-1389
Code: 0668-0055
SHINGLES OVER 13 PAPER
ICC Evaluation Report ESR-1389
Code 0668-0055 - CertainTeed
Corporation: CertainTeed
LAndmark Solaris AGED CEDAR
Steep Slope: Asphalt Shingles
Orange, Grey, Brown, Multicolor
SRI VALUE 28 / 3 YR SOAR
REFLECTANCE 0.27
THERMAL EMMITANCE 0.89
ICC Evaluation Report ESR-1389
ASTM D3018 Type I, ASTM D3462
ASTM E108 Fire Resistance: Class A
ASTM D3161 Class F Wind Resistance
ASTM D7158 Class H Wind Resistance
UL 2390/ASTM D6381 Class H Wind Resistance
UL 790 Fire Resistance: Class A
UL 997 Wind Resistance, NYC-MEA-120-79-M
CSA Standard A123.5-98 (&-05)
Ontario BMEC Auth. 97-10-219
Miami-Dade Product Control Approved
Florida Product Approval # FL5444
Energy Star Rated
CA Title 24, Part 6 (Cool Steep Slope Roofing)
USGBC LEED®-NC
3'
-
4
9
/
1
6
"
8'
-
7
7
/
1
6
"
0'
-
6
"
12
'
-
6
"
3'
-
4
9
/
1
6
"
8'
-
7
7
/
1
6
"
0'
-
6
"
(N) CLASS 'A' COMP
ICC Evaluation Report ESR-1389
Code: 0668-0055
SHINGLES OVER 13 PAPER
ICC Evaluation Report ESR-1389
Code 0668-0055 - CertainTeed Corporation: CertainTeed
LAndmark Solaris AGED CEDAR
Steep Slope: Asphalt Shingles Orange, Grey, Brown, Multicolor
SRI VALUE 28 / 3 YR SOAR REFLECTANCE 0.27
THERMAL EMMITANCE 0.89
E.G.L. 0' - 0"E.G.L. 0' - 0"
(N) SIDDING
4'
-
0
"
8'
-
0
"
0'
-
6
"
12
'
-
6
"
4'
-
0
"
8'
-
0
"
0'
-
6
"
12
'
-
6
"
(N) ATTIC VENT 24"x24" COVERED
W/ CORROSION RESISTANT METAL
MESH W/ MAXIMUM MESH
OPENINGS OF 1/8" IN DIMENSION
5
AD.4
1/2'' GYP
DRYWALL
BOARD
R15 INSULATION R38 INSULATION
8'
-
0
"
1/2'' GYP
DRYWALL
BOARD
R15 INSULATION
(N) ATTIC AREA
A-A
AD.4
(N) ATTIC AREA
1/2'' GYP
DRYWALL
BOARD
R15 INSULATION
FIRE RATED
WALL
DATE:
SCALE:
Adan MoralesDRAFTER:
PERMIT No
SH
E
E
T
T
I
L
E
:
DESIGN - PLANNING - PERMIT
7469 Foothill Blvd, Tujunga,
CA 91042
Cel: (323) 516-5846
Email: info@arkitpp.com
info@arkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00 pm
THIS DESIGN AND
DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE
EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT,
THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN
WHOLE OR IN ANY MANNER,
NOR ASSIGNED TO A THIRD
PARTY WITHOUT THE
WRITTEN AUTHORIZATION
OF ARKIT PLANS & PERMIT.
1
REVISIONS
SYMB DESCRIPTIONS DATE
REVISION
OWNER: Gustavo Valencia / Yannet Leal
ADDRESS: 2223 S Rene Dr,
Santa Ana, CA 92704
PROPOSED FOR:
PROJECT
MANAGEMENT:Rafael Estevez
AS SHOWN
N
Approval stamp
FEB 5 2026
NE
W
A
D
U
7
9
8
S
Q
.
F
T
.
AD.4
EL
E
V
A
T
I
O
N
S
&
S
E
C
T
I
O
N
1/4" = 1'-0"
SOUTH ELEVATION1
1/4" = 1'-0"
NORTH ELEVATION2
1/4" = 1'-0"
EAST ELEVATION3
1/4" = 1'-0"
WEST ELEVATION4
Note:
Annular spaces around pipes, electrical cables, conduits or other
openings in sole/bottom plates at exterior walls
Shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or similar
methods.
1/4" = 1'-0"
A-A SECTIONA-A
1/4" = 1'-0"
B-B SECTION5
NOTE:
NEW SIDING TO MATCH WITH EXISTING
SIDING
.
NEW SIDING SPECIFICATIONS:
Coverage Area - 3.33 sq ft
Product Thickness - .5 in
Material - Composite
Product Weight - 10.52 lb
ICC EVALUATION - ESR-3923
Manufacturer - New Tech Wood
ATTIC VENTILATION CALCS:
ADU 798 SQ.FT DIVIDED BY 150 = 5.32
5.32 x 144 = 766.08
766.08 SQ. INCHES REQUIRED
VENTILATION:
AREA (766.08) REQUIRED DIVIDED BY
242 (NET FREE AREA) SQ. INCHES = 3.16
24" X 24" VENT = 242 NET FREE AREA
VENTS REQUIRED: 3.16
PROVIDE (4) 24" X 24" SCREENED
DATE:
SCALE:
Rafael EstevezDESIGNER:
PERMIT No
(N
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A
D
U
7
9
8
S
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DESING - PLANNING - PERMIT
7501 CORBIN AVE.
WINNETKA, CA, 91306-3003
Cel: (323) 5116-5864
Email: planning Qarkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00
pm
THIS DESIGN AND DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT, THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN WHOLE OR IN ANY
MANNER,
NOR ASSIGNED TO A THIRD PARTY WITHOUT THE
WRITTEN AUTHORIZATION OF ARKIT PLANS & PERMIT.
1
REVISION
SSYM
B
DESCRIPTION
S
DAT
E
REVISIO
N
OWNE
R
ADDRES
S
PROPOSED
FOR:
8/13/25
T2
Ti
t
l
e
2
4
DATE:
SCALE:
Rafael EstevezDESIGNER:
PERMIT No
(N
)
A
D
U
7
9
8
S
Q
F
T
.
SH
E
E
T
T
I
L
E
:
DESING - PLANNING - PERMIT
7501 CORBIN AVE.
WINNETKA, CA, 91306-3003
Cel: (323) 5116-5864
Email: planning Qarkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00
pm
THIS DESIGN AND DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT, THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN WHOLE OR IN ANY
MANNER,
NOR ASSIGNED TO A THIRD PARTY WITHOUT THE
WRITTEN AUTHORIZATION OF ARKIT PLANS & PERMIT.
1
REVISION
SSYM
B
DESCRIPTION
S
DAT
E
REVISIO
N
OWNE
R
ADDRES
S
PROPOSED
FOR:
8/13/25
T2
Ti
t
l
e
2
4
DATE:
SCALE:
Adan MoralesDRAFTER:
PERMIT No
SH
E
E
T
T
I
L
E
:
DESIGN - PLANNING - PERMIT
7469 Foothill Blvd, Tujunga,
CA 91042
Cel: (323) 516-5846
Email: info@arkitpp.com
info@arkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00 pm
THIS DESIGN AND
DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE
EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT,
THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN
WHOLE OR IN ANY MANNER,
NOR ASSIGNED TO A THIRD
PARTY WITHOUT THE
WRITTEN AUTHORIZATION
OF ARKIT PLANS & PERMIT.
1
REVISIONS
SYMB DESCRIPTIONS DATE
REVISION
OWNER: Gustavo Valencia / Yannet Leal
ADDRESS: 2223 S Rene Dr,
Santa Ana, CA 92704
PROPOSED FOR:
PROJECT
MANAGEMENT:Rafael Estevez
AS SHOWN
N
Approval stamp
FEB 5 2026
NE
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7
9
8
S
Q
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F
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AD.6
CA
L
G
R
E
E
N
DATE:
SCALE:
Adan MoralesDRAFTER:
PERMIT No
SH
E
E
T
T
I
L
E
:
DESIGN - PLANNING - PERMIT
7469 Foothill Blvd, Tujunga,
CA 91042
Cel: (323) 516-5846
Email: info@arkitpp.com
info@arkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00 pm
THIS DESIGN AND
DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE
EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT,
THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN
WHOLE OR IN ANY MANNER,
NOR ASSIGNED TO A THIRD
PARTY WITHOUT THE
WRITTEN AUTHORIZATION
OF ARKIT PLANS & PERMIT.
1
REVISIONS
SYMB DESCRIPTIONS DATE
REVISION
OWNER: Gustavo Valencia / Yannet Leal
ADDRESS: 2223 S Rene Dr,
Santa Ana, CA 92704
PROPOSED FOR:
PROJECT
MANAGEMENT:Rafael Estevez
AS SHOWN
N
Approval stamp
FEB 5 2026
NE
W
A
D
U
7
9
8
S
Q
.
F
T
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AD.7
CA
L
G
R
E
E
N
2
(N) 4X6
HDR
(N) 4X6
HDR (N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N
)
4
X
6
HD
R
(N
)
4
X
6
HD
R
1'
-
0
"
NE
W
F
O
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I
N
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1'
-
0
"
NEW FOOTING
1' - 0"
NE
W
F
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1'
-
0
"
L=
4
'
HD
U
2
1
L=4'
HDU2
L=4'
HDU2
1 1
22' - 0"
L=
4
'
HD
U
2
1
L=
4
'
HD
U
2
1
L=
4
'
HD
U
2
1
17
'
-
0
"
L=4'
HDU2
L=4'
HDU2
1 1
24' - 11"
NEW FOOTING
1' - 0"
(N) CONCRETE SLAB
4" THICK BASE OF 1/2 " OR LARGER
AGGREGATE, A 10 MIL VAPOR BARRIER
SHALL BE PROVIDED IN DIRECT
CONTACT WITH CONCRETE.
THE SLABS SHALL BE AT LEAST 4" THICK
AND SHALL BE REINFORCED WITH #4
BARS SPACED AT INTERVALS NO
EXCEEDING 16" EACH WAY
(N) CONCRETE SLAB
4" THICK BASE OF 1/2 " OR LARGER
AGGREGATE, A 10 MIL VAPOR BARRIER
SHALL BE PROVIDED IN DIRECT
CONTACT WITH CONCRETE.
THE SLABS SHALL BE AT LEAST 4" THICK
AND SHALL BE REINFORCED WITH #4
BARS SPACED AT INTERVALS NO
EXCEEDING 16" EACH WAY
NE
W
F
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1'
-
0
"
NE
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F
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1'
-
0
"
NE
W
F
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1'
-
0
"
L=
1
1
'
-
6
'
'
HD
U
4
1
L=4'
HDU2
1
L=4'
HDU2
1
12' - 0"
9' - 1"
(N) CONCRETE SLAB
4" THICK BASE OF 1/2 " OR LARGER
AGGREGATE, A 10 MIL VAPOR BARRIER
SHALL BE PROVIDED IN DIRECT
CONTACT WITH CONCRETE.
THE SLABS SHALL BE AT LEAST 4" THICK
AND SHALL BE REINFORCED WITH #4
BARS SPACED AT INTERVALS NO
EXCEEDING 16" EACH WAY
14
AD.5
14
AD.5 20
AD.5
18
AD.5
17
AD.5
17
AD.5
18
AD.5
EXISTING GARAGE FOOTING
(E) 4" CONCRET SLAB
Leveling of existing concrete slab
where required.
Installation of RedGard.
Waterproofing and Crack
Prevention Membrane. Be
provided in the indicated
areas, it complies with the
required standard ESR-1413
SEE NOTES TO COMPLY WITH
WATER RESISTIVE BARRIERS
(E) 4" CONCRET SLAB
Leveling of existing concrete slab where
required.
Installation of RedGard. Waterproofing and
Crack Prevention Membrane. Be provided in
the indicated areas, it complies with the
required standard ESR-1413
SEE NOTES TO COMPLY WITH
WATER RESISTIVE BARRIERS
17
'
-
6
"
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR (N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N) 4X6
HDR
(N
)
4
X
6
HD
R
(N
)
4
X
6
HD
R
(N
)
4
X
6
HD
R
(N
)
2
X
1
0
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.
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1
2
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2
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(N
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2
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2
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.
(N
)
4
X
6
HD
R
2x8 RIDGE BOARD 2x8 RIDGE BOARD
(N
)
4
X
6
HD
R
DATE:
SCALE:
Adan MoralesDRAFTER:
PERMIT No
SH
E
E
T
T
I
L
E
:
DESIGN - PLANNING - PERMIT
7469 Foothill Blvd, Tujunga,
CA 91042
Cel: (323) 516-5846
Email: info@arkitpp.com
info@arkitpp.com
Office Hours
Monday - Friday: 8:00am to 6:00 pm
THIS DESIGN AND
DRAWINGS, ARE COPYRIGHT
PROTECTED AND ARE THE
EXCLUSIVE PROPERTY OF
ARKIT PLANS & PERMIT,
THEY SHALL BE NO USED,
MODIFIED DUPLICATED IN
WHOLE OR IN ANY MANNER,
NOR ASSIGNED TO A THIRD
PARTY WITHOUT THE
WRITTEN AUTHORIZATION
OF ARKIT PLANS & PERMIT.
1
REVISIONS
SYMB DESCRIPTIONS DATE
REVISION
OWNER: Gustavo Valencia / Yannet Leal
ADDRESS: 2223 S Rene Dr,
Santa Ana, CA 92704
PROPOSED FOR:
PROJECT
MANAGEMENT:Rafael Estevez
AS SHOWN
N
Approval stamp
FEB 5 2026
NE
W
A
D
U
7
9
8
S
Q
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F
T
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AD.5
FO
U
N
D
A
T
I
O
N
&
F
R
A
M
I
N
G
P
L
A
N
Note:
Annular spaces around pipes, electrical cables, conduits or other
openings in sole/bottom plates at exterior walls
Shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or similar
methods.
SHEAR WALL 1/2" WOOD
STRUCTURAL PANEL W/ 8D @
6"/6"/12" O.C. 7/8" STUCCO O/ WOVEN
WIRE OR EXPANDED METAL LATH W/
NO. 11 GA. NAILS 1-1/2"x7/16" HEADS
W/ 1/4" FURRING APPLIES TO NAILING
AT ALL STUDS TOP & BOTTOM
PLATES & BLOCKING.
WOOD SOLE PLATES AT ALL
EXTERIOR WALLS ON MONOLITHIC
SLABS, WOOD SOLE PLATES OF
BRACED WALL PANELS AT BUILDING
INTERIORS ON MONOLITHIC SLABS
AND ALL WOOD SILL PLATES SHALL
BE ANCHORED TO THE FOUNDATION
WITH ANCHOR BOLTS SPACED A
MAXIMUM OF 6 FEET (1829 MM)ON
CENTER. BOLTS SHALL BE AT LEAST
z INCH (12.7 MM) IN DIAMETER AND
SHALL EXTEND A MINIMUM OF 7
INCHES (178 MM) INTO CONCRETE
OR GROUTED CELLS OF CONCRETE
MASONRY UNITS. A NUT AND
WASHER SHALL BE TIGHTENED ON
EACH ANCHOR BOLT. THERE SHALL
BE A MINIMUM OF TWO BOLTS PER
PLATE SECTION WITH ONE BOLT
LOCATED NOT MORE THAN 12
INCHES (305 MM) OR LESS THAN
SEVEN BOLT DIAMETERS FROM
EACH END OF THE PLATE SECTION.
INTERIOR BEARING WALL SOLE
PLATES ON MONOLITHIC SLAB
FOUNDATION THAT ARE NOT PART
OF A BRACED WALL PANEL SHALL BE
POSITIVELY ANCHORED WITH
APPROVED FASTENERS. SILL
PLATES AND SOLE PLATES SHALL BE
PROTECTED AGAINST DECAY AND
TERMITES WHERE REQUIRED BY
SECTION R317 AND R318. COLD-
FORMED STEEL FRAMING SYSTEMS
SHALL BE FASTENED TO WOOD SILL
PLATES OR ANCHORED DIRECTLY TO
THE FOUNDATION AS REQUIRED IN
SECTION R505.3.1 OR R603.3.1.
1
DETAIL
1/4" = 1'-0"
FOUNDATION PLAN1
1/4" = 1'-0"
FRAMING PLAN2
20
14
17 18
1) Depth of foundations below the natural grade shall
not be less than 18 inches.
2) Continuous foundations shall be reinforced with at
least four continuous #4 reinforcing bars, two #4
bars at the top and two #4 bars at the bottom.
3) Slab construction shall be minimum 4” thick,
reinforced with #4 bars at 18” on center each way.
4) Doweling of the new foundations and slabs into
the existing foundations and slabs shall be required.
Dowels shall be a minimum of 6” into the existing
concrete and shall extend a minimum of 24” into the
new concrete. Dowels shall be minimum #3 bars at
18” on center or #4 bars at 24” on center.
FOUNDATION NOTES:
CERTIFICATE NO. 100081
SANTA ANA UNIFIED SCHOOL DISTRICT
SCHOOL FACILITIES FEE CERTIFICATION OF COMPLIANCE
AND
RECEIPT FOR PAYMENT
FOR
Project Number:PRJ-1843672
Project Request ID:PA2BI5TOTC
Request Contact:Isaac Miranda (CONTRACTOR)
Job Location / Address: 2223 S Rene Dr, Santa Ana, CA 92704
Permit Issuing Office: City of Santa Ana
This is to certify that all fees due to the Santa Ana Unified School District under Provision of Government Code Section
65995 as a prerequisite to the issuance of a Building Permit have been received, based on the above referenced
information, this Certification is hereby Executed.
PMT-622232
Address Development Type Construction Type Square Feet
2223 S Rene Dr, Santa Ana,
CA 92704
Residential Accessory Dwelling
Unit (ADU)
798
Permit Number
101126772
Plan Check Number
101126817
622232-Residential Accessory Dwelling Unit (ADU) fees as required in the amount of:$4,125.66
($5.17 [Rate] x 798 [Square Footage])
Address Development Type Construction Type Square Feet
2223 S Rene Dr, Santa Ana,
CA 92704
Residential Tear-Down / Rebuild 798
Permit Number
101124136
622232-Residential Tear-Down / Rebuild Credit given as required in the amount of:$-4,125.66
($5.17 [Rate] x 798 [Square Footage])
Developer Fees Paid:$0.00
Jeremy Cogan
School District Representative Date: 05/01/2026
CERTIFICATE NO. 100081
NOTICE OF 90-DAY PERIOD FOR PROTEST OF FEES
Pursuant to Section 66020 of the California Government Code and other applicable law, you have a period of ninety (90)
days from the date of payment of school fees, mitigation payments or other extractions to protest the validity thereof. This
ninety (90) day period commences upon such payment of performance of any other requirement as provided in Section
66020. Any such protest must be in writing and received by the Santa Ana Unified School District within ninety (90)
calendar days of the date of the School District Certification above.