HomeMy WebLinkAbout1003 W Richland Ave Units 18, 19, 20 & 21 - Plan2/28/2024
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A-1
Title Sheet,
Scope of Work
& Vicinity Map
1003 W. RICHLAND AVE., SANTA ANA, CA 92703
ADU GARAGE/PARKING CONVERSION
VICINITY MAP
SCALE: NONE
ABBREVIATIONS
(E)
(N)
A.B.
B.N.
C.J.
CL
Conc.
E.N.
Existing
New
Anchor Bolt
Boundary Nail
Ceiling Joist
Centerline
Concrete
End Nail
F.G.
F.J.
HDR
Max.
Min.
NTS
O.C.
P.T.
Finished Grade
Floor Joist
Header
Maximum
Minimum
Not To Scale
On Center
Preservative Treated
R.B.
R.R.
SF
SQ.
STR.
T.O.
TYP.
W/
Ridge Board
Roof Rafter
Square Feet
Square
Structural
Top Of
Typical
With
GENERAL NOTES:
1. These requirements shall NOT supersede more restrictive specifications on the approved
plans or as required by applicable codes and/or other regulations.
GENERAL CONSTRUCTION NOTES:
1. Prior to the start of construction, the contractor shall visit the project site and conduct a
field review and shall notify the architect/engineer or owner of any discrepancies and/or
conditions in the contractor's opinion that should be modify in order to complete the project
in a proper manner.
2. Prior to the start of construction, owner and/or contractor shall verify any easements and
obtain any required clearances, approvals and/or permits from the jurisdiction having
authority. Designers shall be notified where any changes to the design is required before
the start of work.
3. Prior to the start of construction, owner and/or contractor shall obtain any required
clearances, approvals and/or permits from the jurisdiction having authority and/or the
appropriate power company as required with regard to construction work in the proximity
of existing and/or new power poles. Designers shall be notified where any changes to the
design is required before the start of work.
4. Prior to the start of any landscape work and/or the removal/relocation of any existing trees,
owner and/or contractor shall obtain any required clearances, approvals and/or permits
from the jurisdiction having authority. Designers shall be notified where any changes to the
design is required before the start of work.
5. Contractor shall verify dimensions before the start of any construction and make any
necessary adjustments and align with existing framing as indicated on the plan regardless
of dimensions noted and report any discrepancies to the architect/engineer or owner prior
to construction.
6. Dimensions shown on plans are for general reference use only. Owner and/or contractor
shall obtain the services of a licensed surveyor for situations where needed and required.
7. Where indicated on the plan for wall removal, the contractor shall verify and confirm the
joist bearing directions at the project site and shall notify the architect/engineer or owner of
any discrepancies before any wall removal.
8. Where indicated on the plan for wall removal, any electrical or plumbing in that wall shall
be relocated as necessary (unless noted otherwise).
9. Where indicated on the plan for wall removal, the floor and ceiling areas shall be repaired
and finish smooth to match the existing areas.
10. Prior to placing order of windows and doors, the contractor shall verify all windows and
door sizes and shall notify the architect/engineer or owner of any discrepancies.
11. Prior to placing order of windows, skylights and doors, the contractor shall verify the brand
and type with the owner.
12. If specific conditions are not detailed, then their construction shall follow standard
construction practices.
EMERGENCY ESCAPE AND RESCUE:
1. Emergency escape and rescue openings shall comply with the requirements of Section
1031. (CBC 1031.1)
2. Basements and sleeping rooms below the fourth story above grade plane shall have not
fewer than one emergency escape and rescue opening. Where basements contain one or
more sleeping rooms, an emergency escape and rescue opening shall be required in each
sleeping room, but shall not be required in adjoining areas of the basement. Such
openings shall open directly into a public way or to a yard or court that opens to a public
way. (CBC 1031.2)
3. Emergency escape and rescue openings and any exit doors shall be maintained free of
any obstructions other than those allowed by Section 1031 and shall be operational from
inside the room without the use of keys or tools. Window-opening control devices
complying with ASTM F2090 shall be permitted for use on windows serving as a required
emergency escape and rescue opening. The release mechanism shall be maintained
operable at all times. Such bars, grills, grates or any similar devices shall be equipped with
an approved exterior release device for use by the fire department only when required by
the authority having jurisdiction. Where security bars (burglar bars) are installed on
emergency egress and rescue windows or doors, on or after July 1, 2000, such devices
shall comply with California Building Standards Code, Part 12, Chapter 12-3 and other
applicable provisions of Part 2. (CBC 1031.2.1)
4. Emergency escape and rescue openings shall have a minimum net clear opening of 5.7
square feet. (CBC 1031.3.1)
EXCEPTION: The minimum net clear opening for grade floor emergency escape and
rescue openings shall be 5 square feet.
5. The minimum net clear opening height dimension shall be 24 inches. The minimum net
clear opening width dimension shall be 20 inches. The net clear opening dimensions shall
be the result of normal operation of the opening. (CBC 1031.3.2)
6. Emergency escape and rescue openings shall have the bottom of the clear opening not
greater than 44 inches measured from the floor. (CBC 1031.3.3)
7. Where a door is provided as the required emergency escape and rescue opening, it shall
be a swinging door or a sliding door. (CBC 1031.4)
EXTERIOR PLASTER:
1. Exterior plaster shall comply with Section 2512.
2. General. Plastering with cement plaster shall be not less than three coats where applied
over metal lath or wire fabric lath or gypsum board backing as specified in Section 2510.5
and shall be not less than two coats where applied over masonry or concrete. If the plaster
surface is to be completely covered by veneer or other facing material, or is completely
concealed by another wall, plaster application need only be two coats, provided that the
total thickness is as set forth in ASTM C926. (CBC 2512.1)
3. On-grade floor slab. On wood frame or steel stud construction with an on-grade concrete
floor slab system, exterior plaster shall be applied in such a manner as to cover, but not to
extend below, the lath and paper. The application of lath, paper and flashing or drip
screeds shall comply with ASTM C1063. (CBC 2512.1.1)
4. Weep screeds. A minimum 0.019-inch (0.48 mm) (No. 26 galvanized sheet gage),
corrosion-resistant weep screed with a minimum vertical attachment flange of 3-1/2 inches
(89 mm) shall be provided at or below the foundation plate line on exterior stud walls in
accordance with ASTM C926. The weep screed shall be placed not less than 4 inches
(102 mm) above the earth or 2 inches (51 mm) above paved areas and be of a type that
will allow trapped water to drain to the exterior of the building. The water-resistive barrier
shall lap the attachment flange. The exterior lath shall cover and terminate on the
attachment flange of the weep screed. (CBC 2512.1.2)
MATERIALS
1. Materials used for the construction of exterior walls shall comply with Section 1403.
2. Water-resistive barrier. Not fewer than one layer of water-resistive barrier material shall be
attached to the studs or sheathing, with flashing as described in Section 1404.4, in such a
manner as to provide a continuous water-resistive barrier behind the exterior wall veneer.
(CBC 1403.2)
Water-resistive barriers shall comply with one of the following:
1. No. 15 felt complying with ASTM D226, Type 1.
2. ASTM E2556, Type I or II.
3. ASTM E331 in accordance with Section 1402.2.
4. Other approved materials installed in accordance with the manufacturer's
installation instructions.
MECHANICAL:
1. All mechanical equipment shall be installed per the manufacturer’s installation instructions.
(CMC 303.1)
2. Environmental air duct exhaust shall terminate not less than 3 feet from a property line, 10
feet from a forced air inlet, 10 feet above a public walkway, and 3 feet from openings into
the building. The discharge of environmental exhaust ducts shall not be directed onto a
public walkway. (CMC 502.2.1)
3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be
mechanically ventilated in accordance with the California Mechanical Code. (CBC
1202.5.2.1)
PLUMBING:
1. All Plumbing fixtures and fittings shall comply with the following maximum flowrates:
(CGBSC 4.303.1)
FIXTURE TYPE MAXIMUM FLOW RATE
Water Closets 1.28 gallons/flush
Showerheads – single 1.8 gpm @ 80 psi
Showerheads – multiple 1.8 gpm @ 80 psi combined
Lavatory faucets 1.2 gpm @ 60 psi
Kitchen faucets 1.8 gpm @ 60 psi
2. A minimum 24 by 30 inch clear area shall be provided in front of each water closet,
lavatory or similar fixture. No water closet shall be set closer than 15 inches from its center
to a side wall or obstruction. (CPC 402.5)
3. Shower compartments, regardless of shape, shall have a minimum finished interior of
1024 square inches and shall also be capable of encompassing a 30 inch circle. (CPC
408.6)
4. The shower compartment clear dimensions shall be maintained to a point of not less than
70 inches above the shower drain outlet with no protrusions other than the fixture valve or
valves, showerheads, soap dishes, shelves, and safety grab bars, or rails. (CPC 408.6)
5. Shower compartments and walls above bathtubs with installed shower heads shall be
finished with a smooth, nonabsorbent surface to a height not less than 72 inches above
the drain inlet. (CBC 1210.2.3)
6. When located in a garage, appliances and water heater shall be installed so that burners
and burner-ignition devices are located not less than 18 inches above the garage floor.
(CPC 507.13)
7. Water heaters, gas appliances and any other appliances installed in garages, along
driveways or other areas subject to mechanical or vehicle damage shall be guarded
agianst such damage by being installed behind protective barriers or by being elevated or
located out of the normal path of vehicles. (CPC 507.13.1)
8. Water heaters shall be anchored or strapped to resist horizontal displacement due to
earthquake motion. Strapping stall be at points within the upper one third and lower
one-third of its vertical dimensions. At the lower point, a minimum distance of 4 inches
shall be maintained above the controls with the strapping. (CPC 507.2)
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
ADOPTED CODES
· 2022 CALIFORNIA BUILDING CODE
· 2022 CALIFORNIA MECHANICAL CODE
· 2022 CALIFORNIA ELECTRICAL CODE
· 2022 CALIFORNIA PLUMBING CODE
· 2022 CALIFORNIA ENERGY CODE
· 2022 CALIFORNIA GREEN BUILDING
STANDARDS CODE
(WITH CITY OF SANTA ANA AMENDMENTS)
SCOPE OF WORK
CONVERSION OF EXISTING
GARAGE/PARKING SPACES INTO FOUR
ADU'S (ACCESSORY DWELLING UNITS) FOR
EXISTING APARTMENT COMPLEX. TWO
ADU'S AT 437 SF EACH CONSISTING OF 1
BEDROOM/1 BATH EACH AND TWO ADU'S
AT 467 SF EACH CONSISTING OF 1
BEDROOM/1 BATH EACH.
PROPERTY OWNER:
JAMAL HASAN
142 IMAGINATION TRAIL
IRVINE, CA 92620
debwanyapt@gmail.com
714-204-8702
CONTACT INFO.
DESIGNER:
KTA DRAFTING & DESIGN SERVICES, LLC
ATTN: KEVIN TA
222 W. 6TH ST, SUITE 400
SAN PEDRO, CA 90731
kevin.ta@ktadrafting.com
310-940-9022
ENGINEER:
KR STRUCTURAL ENGINEERING, INC.
ATTN: KYLE RHEE
2753 WAVERLY DR. #403
LOS ANGELES, CA 90039
kylerheepe@gmail.com
818-378-7173
PROJECT
LOCATION
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W MYRTLE ST.
W CAMILE ST.
W BISHOP ST.
W RICHLAND AVE.
N
OWNER'S REPRESENTATIVE:
CASITAS DEVELOPMENT SERVICES
ATTN: GINA WIECZOREK
251 S. LAKE AVE, SUITE 320
PASADENA, CA 91101
gina@casitasdevelopment.com
805-712-3119
BUILDING
BUILDING AREA
EXISTING UNITS.......................................17
TOTAL EXISTING.........................11,130 SF
NEW ADU (UNIT 18)..........................467 SF
NEW ADU (UNIT 19)..........................467 SF
NEW ADU (UNIT 20)..........................437 SF
NEW ADU (UNIT 21)..........................437 SF
TOTAL NEW.....................................1808 SF
TOTAL UNITS............................................21
· RESIDENTIAL..........................
· TYPE.........................................
GROUP R-2
V-B
FLOOD ZONE.................................................X
OCCUPANCY
CONSTRUCTION TYPE
PROJECT DATA
"ADU sf" TO "EXISTING sf" RATIO
1808 SF / 11,130 SF = 0.162
LEGAL DESCRIPTION
· MORSE VILLA TR LOT 17 W 1/2 N 191.7FT
S 221.7FT & E 1/2 N 191.7FT S 221.7FT -EX
N 232 LOT 17- TR 502
ASSESSMENT NO.
· 010-170-47
· EXISTING MULTI-FAMILY DWELLING
(FIRE SPRINKLERED)
Note: The ADU sf / Existing sf ratio is for Park & Rec fee purpose only. The
applicant is responsible for the given “SFR sf" of the existing residence;
Building Safety staff are not responsible for the accuracy of the given “SFR sf”.
Note: Mechanical, electrical and plumbing are not part of this plan review and
approval. MEP are subject to building field inspection.
CONSTRUCTION NOTES & DETAILS
TITLE
SHEET INDEX
A-1 TITLE SHEET, SCOPE OF WORK & VICINITY MAP
NO.
1
2 A-2
PROPOSED ELECTRICAL LAYOUT
A-3
SOUTH ELEVATION & SECTION CUT
3
4
5
6
7
8
9
10 CG-1 CAL GREEN NOTES
CG-2
A-4
CAL GREEN NOTES
SITE PLAN
11
A-5
A-6
A-7
A-8 WEST ELEVATION & EAST ELEVATION
EXISTING FLOOR PLAN
OVERALL PROPOSED FLOOR PLAN
ENLARGED PROPOSED FLOOR PLAN
1
2
3
4
S-1 GENERAL NOTES
S-2
S-3
S-4
FOUNDATION PLAN
2ND FLOOR FRAMING PLAN
FOUNDATION & FRAMING DETAILS
A-9
TITLE 24 ENERGY - MANDATORY REQUIREMENTS SUMMARY (3 SHEETS)T-24
1
2
3
4
5
T-24
T-24
T-24
TITLE 24 ENERGY COMPLIANCE (UNIT 18 - 2 SHEETS)T-24
TITLE 24 ENERGY COMPLIANCE (UNIT 19 - 2 SHEETS)
TITLE 24 ENERGY COMPLIANCE (UNIT 20 - 2 SHEETS)
TITLE 24 ENERGY COMPLIANCE (UNIT 21 - 2 SHEETS)
Note: The new water heaters will be enclosed and enclosure to match the
building materials.
Bldg# 101117246, 55-57
APPROVALS:
PLNG - ASevilla
BLDG - JLo
POLICE - BMartin
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
2/28/2024
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Site Plan
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A-2
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SITE PLAN
SCALE: 1" = 8'
PROPERTY LINE 191.7'
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PROPERTY LINE
10.3'
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W.
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(E) MULTI-FAMILY DWELLING
(E) MULTI-FAMILY DWELLING CONVERT (E) GARAGE SPACES
ON GROUND FLOOR INTO TWO
(N) ACCESSORY DWELLING UNITS
CONVERT (E) PARKING SPACES
ON GROUND FLOOR INTO TWO
(N) ACCESSORY DWELLING UNITS (N) OPENING ON GROUND FLOOR
(5'-10" WIDE x 6'-8" HIGH). ALIGN (N)
OPENING WITH (E) OPENING ON
OPPOSITE SIDE.
(E) GRASS (TYP.)
(E) PALM TREES (TYP.)
(E) SHRUBS (TYP.)
(E) BIRDS OF PARADISE
PLANT (TYP.)
NOTE: EXISTING LANDSCAPE
TO REMAIN AS IS; NO
CHANGES TO LANDSCAPE.
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
5'-5"
10'-9"
8'-5"
5'-5"
12'-6"
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
9/26/2023
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A-3
Existing Floor
Plan
EXISTING FLOOR PLAN (GROUND LEVEL)
SCALE: 1" = 8'
N
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PROPERTY LINE 191.7'
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PROPERTY LINE
10.3'
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NOTE: PLUMBING WALLS SHALL BE
CONSTRUCTED OF 2x6 STUDS @ 16" O.C.
LEGEND:
NEW WALL
(2"X4" STUDS @ 16" O.C.,
UNLESS NOTED OTHERWISE)
EXISTING WALL- - -WALL TO BE DEMOLISH
(E) GARAGE (E) GARAGE (E) GARAGE
(E) GARAGE
(E) PARKING
SPACES
UP
UP
(E) DWELLING UNITS TO REMAIN AS IS.
(E) DWELLING UNITS TO REMAIN AS IS.
EXISTING
ELECTRICAL
PANEL
LOCATION
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
Unit # 18-21
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
9/26/2023
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A-4
Overall Proposed
Floor Plan
PROPOSED FLOOR PLAN (GROUND LEVEL)
SCALE: 1" = 8'
N
PR
O
P
E
R
T
Y
L
I
N
E
1
0
0
'
PROPERTY LINE 191.7'
PR
O
P
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R
T
Y
L
I
N
E
5
3
'
PROPERTY LINE
10.3'
PR
O
P
E
R
T
Y
L
I
N
E
4
7
'
NOTE: PLUMBING WALLS SHALL BE
CONSTRUCTED OF 2x6 STUDS @ 16" O.C.
LEGEND:
NEW WALL
(2"X4" STUDS @ 16" O.C.,
UNLESS NOTED OTHERWISE)
EXISTING WALL- - -WALL TO BE DEMOLISH
(E) GARAGE
(E) PARKING
SPACES
UP
UP
(E) DWELLING UNITS TO REMAIN AS IS.
(E) DWELLING UNITS TO REMAIN AS IS.
EXISTING
ELECTRICAL
PANEL
LOCATION
9'-0"
AREA 2
OF WORK
AREA 1
OF WORK
(N) UNIT 21
(ADU)
(N) UNIT 20
(ADU)
(N) UNIT 19
(ADU)
(N) UNIT 18
(ADU)
(N) OPENING
(5'-10" WIDE x 6'-8" HIGH). ALIGN
(N) OPENING WITH (E) OPENING
ON OPPOSITE SIDE.
A
A-7
A
A-7
A-8 A-8
WEST
ELEVATION
WEST
ELEVATION
(E) PARKING STALLS TO REMAIN
22'-10"22'-10"
NEW TANKLESS
WATER HEATER
NEW TANKLESS
WATER HEATER
NEW TANKLESS
WATER HEATER
NEW TANKLESS
WATER HEATER
(E) COMMON
LAUNDRY ROOM
TO REMAIN AS IS.
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
Unit # 18-21
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
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A-5
Enlarged
Proposed Floor
Plan
DOOR & WINDOW SCHEDULE
SYMBOL
A
TYPE
B
C
D
WIDTH HEIGHT
6'-8"
2'-6"
(N) EXTERIOR SWING DOOR 3'-0"
(N) SLIDING WINDOW
(N) INTERIOR SWING DOOR
(N) INTERIOR FOLDING DOOR
6'-8"
2'-6" 6'-8"
6'-0" 4'-0"
LEGEND:
NEW WALL
(2"X4" STUDS @ 16" O.C.,
UNLESS NOTED OTHERWISE)
EXISTING WALL
-
-
-WALL TO BE DEMOLISH
NOTES:
1. ALL NEW GLAZING SHALL HAVE MAXIMUM U-FACTOR VALUE AND MAXIMUM SHGC
(SOLAR HEAT GAIN COEFFICIENT) VALUE PER TITLE 24 REPORT.
2. PRIOR TO ORDERING/PURCHASING DOORS AND WINDOWS, CONTRACTOR SHALL
VERIFY WITH OWNER.
1NTS 2NTS 3NTS
TYPICAL DOOR/WINDOW
FLASHING DETAIL
INSTALLATION STEPS:
USE FLASHING TAPE (MINIMUM 6" WIDE)
INSTALL SILL FLASHING
INSTALL JAMB FLASHING
INSTALL HEADER FLASHING
1
2
3
1
2
3
2
WINDOW
FRAME
EMERGENCY ESCAPE AND
RESCUE WINDOWS/OPENINGS
35" Clear
(For minimum
24" height)
20" Minimum
Clear Width
42
"
C
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FINISHED FLOOR
44
"
M
a
x
i
m
u
m
MIN. OPENABLE
AREA = 5.7 SF
(5.0 SF MIN. AT GRADE
FLOOR OPENINGS)
MIN. OPENABLE
AREA = 5.7 SF
(5.0 SF MIN. AT GRADE
FLOOR OPENINGS)
1. A MINIMUM 24" x 30" CLEAR AREA SHALL BE PROVIDED IN FRONT OF
EACH WATER CLOSET. NO WATER CLOSET SHALL BE SET CLOSER
THAN 15" FROM ITS CENTER TO A SIDE WALL OR OBSTRUCTION.
(CPC 402.5)
2. SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL HAVE
A MINIMUM FINISHED INTERIOR OF 1024 SQUARE INCHES AND
SHALL ALSO BE CAPABLE OF ENCOMPASSING A 30 INCH CIRCLE.
(CPC 408.6)
TYPICAL WATER CLOSET CLEARANCE
AND SHOWER CLEARANCE/MINIMUM AREA
30" MIN. CLR.
CL
15" MIN.
CLR.
15" MIN.
CLR.
24" MIN.
CLR.
30" MIN.
DIAMETER
CLR.
30" MIN.
DIAMETER
CLR.
MIN. 1024
SQUARE INCHES
MIN. 1024
SQUARE
INCHES
NOTE: PLUMBING WALLS SHALL BE
CONSTRUCTED OF 2x6 STUDS @ 16" O.C.
NOTE: PRIOR TO ORDERING/PURCHASING
PLUMBING FIXTURES, VANITY &
CABINETS, CONTRACTOR SHALL VERIFY
WITH OWNER.
PROPOSED FLOOR PLAN (AREA 1 - UNITS 20 & 21)
SCALE: 1" = 4'
PROPOSED FLOOR PLAN (AREA 2 - UNITS 18 & 19)
SCALE: 1" = 4'
(N) LIVING ROOM
(N) BEDROOM
1
A-9
WALL SEPARATING DWELLING
UNITS & PARKING ALONG THIS
WALL SHALL BE 1-HR FIRE RATED
& 50 STC SOUND RATED.
SIMILAR TO DETAIL
BUT WITH 2x6 STUDS AT 16" O.C.
(N) REFRIGERATOR
(N)
CLOSET
(N)
CLOSET
(N) BATH
(N) KITCHEN
D D
A
B
B
C
C
2'-6"
5'-0"
3'-0"
10'-6"
9'-6"10'-11.5"
(N) LIVING ROOM
(N) BEDROOM
(N) REFRIGERATOR
(N)
CLOSET
(N)
CLOSET
(N) BATH
(N) KITCHEN
DD
A
B
B
C
C
2'-6"
5'-0"
3'-0"
10'-6"
9'-6"10'-11.5"
19'-9"
42'-2"
(N) LIVING ROOM
(N) BEDROOM
(N) REFRIGERATOR
(N)
CLOSET
(N)
CLOSET
(N) BATH
(N) KITCHEN
D D
A
B
B
C
2'-6"
11'-11.5"10'-0"
5'-0"
3'-0"
10'-6"
(N) LIVING ROOM
(N) BEDROOM
(N) REFRIGERATOR
(N)
CLOSET
(N)
CLOSET
(N) BATH
(N) KITCHEN
DD
A
B
B
C
2'-6"
11'-11.5"10'-0"
5'-0"
3'-0"
10'-6"
19'-9"
45'-8"
CC
1
A-9
WALL SEPARATING DWELLING
UNIT & PARKING ALONG THIS
WALL SHALL BE 1-HR FIRE RATED
& 50 STC SOUND RATED.
SIMILAR TO DETAIL
BUT WITH 2x4 STUDS AT 16" O.C.
1
A-9
WALL SEPARATING DWELLING
UNITS SHALL BE 1-HR FIRE
RATED & 50 STC SOUND RATED.
SEE DETAIL .
1
A-9
WALL SEPARATING DWELLING
UNITS & PARKING ALONG THIS
WALL SHALL BE 1-HR FIRE RATED
& 50 STC SOUND RATED.
SIMILAR TO DETAIL
BUT WITH 2x6 STUDS AT 16" O.C.
ANY PENETRATIONS IN
FIRE RATED ASSEMBLIES
SHALL COMPLY WITH
SECTION 714. SEE NOTES
ON SHEET A-9.2
A-9
FLOOR/CEILING SEPARATING
DWELLING UNITS SHALL BE 1-HR FIRE
RATED & 50 STC SOUND RATED
PER DETAIL OR EQUIVALENT.
1
A-9
WALL SEPARATING DWELLING
UNITS SHALL BE 1-HR FIRE
RATED & 50 STC SOUND RATED.
SEE DETAIL .
1
A-9
WALL SEPARATING DWELLING
UNITS & PARKING ALONG THIS
WALL SHALL BE 1-HR FIRE RATED
& 50 STC SOUND RATED.
SIMILAR TO DETAIL
BUT WITH 2x6 STUDS AT 16" O.C.
1
A-9
WALL SEPARATING DWELLING
UNITS & PARKING ALONG THIS
WALL SHALL BE 1-HR FIRE RATED
& 50 STC SOUND RATED.
SIMILAR TO DETAIL
BUT WITH 2x6 STUDS AT 16" O.C.
1
A-9
WALL SEPARATING DWELLING UNIT &
COMMON AREA ALONG THIS WALL
SHALL BE 1-HR FIRE RATED & 50 STC
SOUND RATED
PER DETAIL OR EQUIVALENT.1
A-9
WALL SEPARATING DWELLING UNIT &
PARKING ALONG THIS WALL SHALL BE
1-HR FIRE RATED & 50 STC SOUND
RATED
PER DETAIL OR EQUIVALENT.
ANY PENETRATIONS IN
FIRE RATED ASSEMBLIES
SHALL COMPLY WITH
SECTION 714. SEE NOTES
ON SHEET A-9.2
A-9
FLOOR/CEILING SEPARATING
DWELLING UNITS SHALL BE 1-HR FIRE
RATED & 50 STC SOUND RATED
PER DETAIL OR EQUIVALENT.
TEMPERED
GLASS
TEMPERED
GLASS
TEMPERED
GLASS
TEMPERED
GLASS
NEW TANKLESS
WATER HEATER
NEW TANKLESS
WATER HEATER
NEW TANKLESS
WATER HEATER
NEW TANKLESS
WATER HEATER
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
Unit # 18-21
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1/16/2024
11
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A-6
Proposed
Electrical Layout
ELECTRICAL LEGEND:
DUPLEX RECEPTACLE WITH ARC
FAULT INTERRUPTER
GFCI
S
DUPLEX RECEPTACLE WITH
GROUND FAULT INTERRUPTER
SINGLE POLE SWITCH
S 3-WAY SWITCH
3
CEILING LIGHT FIXTURE
EXHAUST FAN
(Exhaust fans shall be 50 CFM
minimum, ENERGY STAR
compliant and be ducted to
terminate outside the building.
Exhaust fans must be
controlled by a humidity
control.)
ELECTRICAL WIRING
S SINGLE POLE SWITCH WITH
VACANCY SENSOR
S 3-WAY SWITCH WITH
VACANCY SENSOR3 vc
vc
WALL LIGHT FIXTURE
PROPOSED ELECTRICAL PLAN (AREA 1 - UNITS 20 & 21)
SCALE: 1" = 4'
NOTE: PLUMBING WALLS SHALL BE
CONSTRUCTED OF 2x6 STUDS @ 16" O.C.
LEGEND:
NEW WALL
(2"X4" STUDS @ 16" O.C.,
UNLESS NOTED OTHERWISE)
EXISTING WALL---CMSMOKE
DETECTOR
CARBON
MONOXIDE
DETECTOR
--SDWALL TO BE DEMOLISH
PROPOSED ELECTRICAL PLAN (AREA 2 - UNITS 18 & 19)
SCALE: 1" = 4'
NOTE: PRIOR TO INSTALLATION OF LIGHT
FIXTURES, SWITCHES AND OUTLETS,
CONTRACTOR SHALL VERIFY LOCATIONS
WITH OWNER.
GF
C
I
GFCIGF
C
I
GF
C
I
S
S
S
SSS
S
CM SD
SD
vc
GF
C
I
GFCI GF
C
I
GF
C
I
S
S
S
SSS
S
CMSD
SD
vc
GF
C
I
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C
I
GF
C
I
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CM SD
SSS
vc
S S
S
S
GF
C
I
GFCI GF
C
I
GF
C
I
SD
CMSD
SSS
vc
SS
S
S
ELECTRICAL:
1.Access and working space shall be provided and maintained about all electrical equipment
to permit ready and safe operation and maintenance of such equipment. (CEC 110.26)
2.Electrical panels are not allowed to be located in bathrooms or clothes closets. (CEC
240.24(D) & (E))
3.Ground fault circuit interrupter (GFCI) protection shall be provided at all receptacle outlets
in bathrooms, garages, outdoor areas, crawl spaces, basements, kitchens where the
receptacles are installed to serve the countertop surfaces, sinks where receptacles are
installed within 6 feet from the top inside edge of the bowl of the sink, boathouses, laundry
areas. (CEC 210.8)
4.For one-and two-family dwellings, and multifamily dwellings, at least one receptacle outlet
shall be installed in areas specified in 210.52(G)(1) through (G)(3). These receptacles
shall be in addition to receptacles required for specific equipment. (CEC 210.52(G))
(1) Garages. In each attached garage and in each detached garage with electrical
power, at least one receptacle outlet shall be installed in each vehicle bay and not
more than 5-1/2 feet above the floor. (CEC 210.52(G)(1))
EXCEPTION: Garages spaces not attached to an individual dwelling unit of a
multifamily dwelling shall not require a receptacle outlet in each vehicle bay.
(2) Accessory Buildings. In each accessory building with electric power.
(CEC 210.52(G)(2))
(3) Basements. In each separate unfinished portion of a basement.
(CEC 210.52(G)(3))
5.Combination type Arc Fault Circuit Interrupter (AFCI) circuit breakers are required for all
120V single phase 15A/20A branch circuits. Except where GFCI circuits are provided.
(CEC 210.12(A))
6.Kitchen countertops 12 inches or wider must have receptacle outlets installed so no point
along the counter wall is more than 24 inches from a receptacle. (CEC 210.52(C))
7.Kitchen island and peninsular countertops shall have at least one receptacle outlet. At
least one receptacle outlet shall be located within 2 feet of the outer end of a peninsular
countertop or work surface. Receptacle outlets shall be located below countertop or works
surfaces: Not more than 12 inches below the countertop or work surface. Receptacles
installed below a countertop or work surface shall not be located where the countertop or
work surface extends more than 6 inches beyond its support base. (CEC 210.52(C))
8.A minimum of one dedicated 20 ampere circuit is required for each bathroom and laundry
room. (CEC 210.11(C)(2)&(3))
9.In bathrooms, a GFCI protected receptacle outlet is required within 3 feet of the edge of
each sink. (CEC 210.52(D))
10.Receptacles shall not be installed within a zone measured 3 feet horizontally and 8 feet
vertically from the top of the bathtub rim or shower stall threshold. The identified zone is
all-encompassing and shall include the space directly over the tub or shower stall. (CEC
406.9(C))
EXCEPTION: In bathrooms with less than the required zone the receptacles(s) shall
be permitted to be installed opposite the bathtub rim or shower stall threshold on the
farthest wall within the room.
11.Receptacles shall be installed such that no point measured horizontally along the floor line
of any wall space is more than 6 feet from a receptacle outlet. (CEC 210.52(A)(1))
12.In dwelling units, hallways of 10 feet or more in length shall have at least one receptacle
outlet. (CEC 210.52(H))
13.Contractor shall verify the exact location of the lighting, switches, receptacles, exhaust
fans and ceiling fans with the owner before installation.
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
NOTE: ENERGY RELATED ITEMS AND
APPLIANCES SHALL BE INSTALLED PER
TITLE 24 REPORT AND OWNER.
(N) KITCHEN HOOD
(MIN. 100 CFM)
(N) KITCHEN HOOD
(MIN. 100 CFM)
(N) KITCHEN HOOD
(MIN. 100 CFM)
(N) KITCHEN HOOD
(MIN. 100 CFM)
Electric Ready Notes
1. Water Heating system (water heater) (Section 150.0(n))
A. Systems using gas or propane water heaters to serve individual dwelling units shall designate a space at least 2.5
feet by 2.5 feet wide and 7 feet tall suitable for the future installation of a heat pump water heater (HPWH) by meeting
either A or B listed under Section 150.0(n).
i. If the designated space is within 3 feet from the water heater:
a. A dedicated 125 volt, 20 amp electrical receptacle that is connected to the electric panel with a 120/240 volt 3
conductor, 10 AWG copper branch circuit, within 3 feet from the water heater.
ii. Isolate both ends of the unused conductor.
b. A reserved single pole circuit breaker space in the electrical panel adjacent to the circuit breaker.
c. A condensate drain that allows natural draining of the water heater.
d. If the designated space is more than 3 feet from the water heater: see additional Code requirements.
B. When a second water heater is installed as part of the addition shall comply with Section (150.2(a)(D).
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
9/26/2023
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Date:
A-7
South Elevation
& Section Cut
SOUTH ELEVATION
SCALE: 1" = 4'
SECTION CUT A-A
SCALE: 3/16" = 1'
APPLY REDGARD WATERPROOFING
AND CRACK PREVENTION MEMBRANE
(ESR-1413) TO (E) SLAB ON GRADE
WHERE NEW ADU'S ARE LOCATED.
APPLY REDGARD WATERPROOFING
AND CRACK PREVENTION MEMBRANE
(ESR-1413) TO (E) SLAB ON GRADE
WHERE NEW ADU'S ARE LOCATED.
(N) OPENING
(5'-10" WIDE x 6'-8" HIGH). ALIGN
(N) OPENING WITH (E) OPENING
ON OPPOSITE SIDE.
D A D D A D D D D DAA
(E) 2ND FLOOR
TO REMAIN AS IS.
7'-6"
MIN.
7'-6"
MIN.
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
WALL
INSULATION
PER TITLE 24
REPORT
WALL INSULATION
PER TITLE 24
REPORT
WALL
INSULATION
PER TITLE 24
REPORT
WALL
INSULATION
PER TITLE 24
REPORT
NOTE: FURRED CEILING SHALL COMPLY WITH SECTION 1208.2.1.
SECTION 1208.2.1 FURRED CEILING. ANY ROOM WITH A FURRED
CEILING SHALL BE REQUIRED TO HAVE THE MINIMUM CEILING
HEIGHT IN TWO-THIRDS OF THE AREA THEREOF, BUT IN NO
CASE SHALL THE HEIGHT OF THE FURRED CEILING BE LESS
THAN 7 FEET.
Unit # 18-21
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
9/26/2023
11
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A-8
EAST ELEVATION
SCALE: 3/16" = 1'
WEST ELEVATION
SCALE: 3/16" = 1'
D D D D D D D DAAAA
RELOCATE (E) GAS METERS, ADD
ADDITIONAL GAS METERS AS NEEDED,
AND PROVIDE MESH COVERING FOR
GAS METERS.
CONTRACTOR TO OBTAIN APPROVAL
FROM GAS DEPARTMENT BEFORE
WORK TO BE DONE.
(N) OPENING
(5'-10" WIDE x 6'-8" HIGH). ALIGN
(N) OPENING WITH (E) OPENING
ON OPPOSITE SIDE.
(N) OPENING
(5'-10" WIDE x 6'-8" HIGH). ALIGN
(N) OPENING WITH (E) OPENING
ON OPPOSITE SIDE.
(N) STUCCO
(TYP.)
NOTE: MATERIALS FOR ADU
CONVERSIONS TO MATCH THE
EXISTING BUILDING.
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
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A-9
PROTECTION AGAINST DECAY AND TERMITES:
2304.12 Protection against decay and termites. Wood shall be protected from decay and termites in
accordance with the applicable provisions of Sections 2304.12.1 through 2304.12.4.
2304.12.1 Locations requiring waterborne preservatives or naturally durable wood. Wood used
above ground in the locations specified in Sections 2304.12.1.1 through 2304.12.1.5 shall be naturally
durable wood or preservative-treated wood using waterborne preservatives, in accordance with AWPA
U1 for above-ground use.
2304.12.1.1 Joists, girders and subfloor. Wood joists or wood structural floors that are closer
than 18 inches (457 mm) or wood girders that are closer than 12 inches (305 mm) to the
exposed ground in crawl spaces or unexcavated area located within the perimeter of the building
foundation shall be of naturally durable or preservative-treated wood.
2304.12.1.1.1 [SPCB] There shall be a clearance of at least 18 inches (457 mm) between
the underside of wood floor joists and the finished surface of the ground, and at least 12
inches (305 mm) between the underside of any other wood horizontal framing member
and the finished surface of the ground. The ground underneath floor joists shall be leveled
or smoothed off so as to maintain a reasonably even surface.
Exception: For purposes of structural pest control inspection, a minimum of 12 inches
(305 mm) of clearance under-floor joists shall be considered adequate except that such
clearance shall not be necessary where the subarea soil is of such a nature as to prevent
excavation or where excavation would create a hazard from shifting soil or other causes.
2304.12.1.2 Wood supported by exterior foundation walls. Wood framing members, including
wood sheathing, that are in contact with exterior foundation walls and are less than 8 inches (203
mm) from exposed earth shall be of naturally durable or preservative-treated wood.
Exception: [DSA-SS and OSHPD 1, 1R, 2, 4 & 5] At exterior walls where the earth is paved
with an asphalt or concrete slab at least 18 inches (457 mm) wide and draining away from the
building, the bottom of sills are permitted to be 6 inches (152 mm) above the top of such slab.
Other equivalent means of termite and decay protection may be accepted by the enforcement
agency.
2304.12.1.3 Exterior walls below grade. Wood framing members and furring strips in direct
contact with the interior of exterior masonry or concrete walls below grade shall be of naturally
durable or preservative-treated wood.
2304.12.1.4 Sleepers and sills. Sleepers and sills on a concrete or masonry slab that is in direct
contact with earth shall be of naturally durable or preservative-treated wood.
2304.12.1.5 Wood siding. Clearance between wood siding and earth on the exterior of a
building shall be not less than 6 inches (152 mm) or less than 2 inches (51 mm) vertical from
concrete steps, porch slabs, patio slabs and similar horizontal surfaces exposed to the weather
except where siding, sheathing and wall framing are of naturally durable or preservative-treated
wood.
2304.12.2 Other locations. Wood used in the locations specified in Sections 2304.12.2.1 through
2304.12.2.8 shall be naturally durable wood or preservative-treated wood in accordance with AWPA
U1. Preservative-treated wood used in interior locations shall be protected with two coats of urethane,
shellac, latex epoxy or varnish unless waterborne preservatives are used. Prior to application of the
protective finish, the wood shall be dried in accordance with the manufacturer's recommendations.
2304.12.2.1 Girder ends. The ends of wood girders entering masonry or concrete walls shall be
provided with a 1/2-inch (12.7 mm) airspace on top, sides and end, unless naturally durable or
preservative-treated wood is used.
2304.12.2.2 Posts or columns. Posts or columns supporting permanent structures and
supported by a concrete or masonry slab or footing that is in direct contact with the earth shall be
of naturally durable or preservative-treated wood.
Exception: Posts or columns that meet all of the following:
1. Are not exposed to the weather, or are protected by a roof, eave, overhang, or other
covering if exposed to the weather.
2. Are supported by concrete piers or metal pedestals projected not less than 1 inch (25
mm) above the slab or deck and are separated from the concrete pier by an impervious
moisture barrier.
3. Are located not less than 8 inches (203 mm) above exposed earth.
2304.12.2.3 Supporting member for permanent appurtenances. Naturally durable or
preservative-treated wood shall be utilized for those portions of wood members that form the
structural supports of buildings, balconies, porches or similar permanent building appurtenances
where such members are exposed to the weather without adequate protection from a roof, eave,
overhang or other covering to prevent moisture or water accumulation on the surface or at joints
between members.
Exception: Sawn lumber in buildings located in a geographical region where experience has
demonstrated that climatic conditions preclude the need to use durable materials where the
structure is exposed to the weather.
2304.12.2.4 Supporting members for permeable floors and roofs. Wood structural members
that support moisture-permeable floors or roofs that are exposed to the weather, such as
concrete or masonry slabs, shall be of naturally durable or preservative-treated wood unless
separated from such floors or roofs by an impervious moisture barrier. The impervious moisture
barrier system protecting the structure supporting floors shall provide positive drainage of water
that infiltrates the moisture-permeable floor topping.
2304.12.2.5 Ventilation beneath balcony or elevated walking surfaces. Enclosed framing in
exterior balconies and elevated walking surfaces that have weatherexposed surfaces shall be
provided with openings that provide a net free cross-ventilation area not less than 1
150 of the area
of each separate space.
2304.12.2.6 Wood in contact with the ground or fresh water. Wood used in contact with
exposed earth shall be naturally durable for both decay and termite resistance or preservative
treated in accordance with AWPA U1 for soil or fresh use.
Exception: Untreated wood is permitted where such wood is continuously and entirely below the
ground-water level or submerged in fresh water.
2304.12.2.6.1 Posts or columns. Posts and columns that are supporting permanent
structures and embedded in concrete that is exposed to the weather or in direct contact
with the earth shall be of preservative-treated wood.
2304.12.2.7 Termite protection. In geographical areas where hazard of termite damage is
known to be very heavy, wood floor framing in the locations specified in Section 2304.12.1.1 and
exposed framing of exterior decks or balconies shall be of naturally durable species (termite
resistant) or preservative treated in accordance with AWPA U1 for the species, product
preservative and end use or provided with approved methods of termite protection.
2304.12.2.8 Wood used in retaining walls and cribs. Wood installed in retaining or crib walls
shall be preservative treated in accordance with AWPA U1 for soil and fresh water use.
2304.12.3 Attic ventilation. For attic ventilation, see Section 1202.2.2.
2304.12.4 Under-floor ventilation (crawl space). For under-floor ventilation (crawl space), see
Section 1202.4.
2304.12.8 Separate wood framing. [SPCB] Correct the conditions in frame and stucco walls and
similar appurtenant construction so that the wood framing is separate from the main structure by a
complete concrete or masonry plug with no voids that will allow infestations to enter the structure from
the wall. If there is no plug, the foundation shall be 2 inches (51 mm) or more above the grade levels
and at least as high as the adjoining slabs or 4-inch (102 mm) concrete barrier seat off installed.
2304.12.9 Earth fills. [SPCB] Separate the earth fills such as under porches or paving from all
woodwork by concrete, masonry, good quality cement plaster or other material approved by local
building codes. Chemical treatment of earth fills is considered adequate if the foundation adjoining the
fill meets standards of the current building codes.
SECTION 714 PENETRATIONS:
714.1 Scope. The provisions of this section shall govern the materials and methods of construction
used to protect through penetrations and membrane penetrations of horizontal assemblies and
fire-resistance-rated wall assemblies.
714.1.1 Ducts and air transfer openings. Penetrations of fire-resistance-rated walls by ducts that are
not protected with dampers shall comply with Sections 714.3 through 714.4.3. Penetrations of
horizontal assemblies not protected with a shaft as permitted by Section 717.6, and not required to be
protected with fire dampers by other sections of this code, shall comply with Sections 714.5 through
714.6.2. Ducts and air transfer openings that are protected with dampers shall comply with Section 717.
714.2 Installation. A listed penetration firestop system shall be installed in accordance with the
manufacturer's installation instructions and the listing criteria.
714.3 Installation details. Where sleeves are used, they shall be securely fastened to the assembly
penetrated. The space between the item contained in the sleeve and the sleeve itself and any space
between the sleeve and the assembly penetrated shall be protected in accordance with this section.
Insulation and coverings on or in the penetrating item shall not penetrate the assembly unless the
specific material used has been tested as part of the assembly in accordance with this section.
714.4 Fire-resistance-rated walls. Penetrations into or through fire walls, fire barriers, smoke barrier
walls and fire partitions shall comply with Sections 714.4.1 through 714.4.3. Penetrations in smoke
barrier walls shall also comply with Section 714.5.4.
714.4.1 Through penetrations. Through penetrations of fire-resistance-rated walls shall comply with
Section 714.4.1.1 or 714.4.1.2.
Exception: Where the penetrating items are steel, ferrous or copper pipes, tubes or conduits, the
annular space between the penetrating item and the fire-resistance-rated wall is permitted to be
protected by either of the following measures:
1. In concrete or masonry walls where the penetrating item is a maximum 6-inch (152 mm)
nominal diameter and the area of the opening through the wall does not exceed 144
square inches (0.0929 m^2), concrete, grout or mortar is permitted where installed the full
thickness of the wall or the thickness required to maintain the fire-resistance rating.
2. The material used to fill the annular space shall prevent the passage of flame and hot
gases sufficient to ignite cotton waste when subject to ASTM E119 or UL 263
time-temperature fire conditions under a minimum positive pressure differential of 0.01
inch (2.49 Pa) of water at the location of the penetration for the time period equivalent to
the fire-resistance rating of the construction penetrated.
714.4.1.1 Fire-resistance-rated assemblies. Through penetrations shall be protected
using systems installed as tested in the approved fire-resistance-rated assembly.
714.4.1.2 Through-penetration firestop system. Through penetrations shall be protected
by an approved penetration firestop system installed as tested in accordance with ASTM
E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch (2.49 Pa) of
water and shall have an F rating of not less than the required fire-resistance rating of the
wall penetrated.
714.4.2 Membrane penetrations. Membrane penetrations shall comply with Section 714.4.1. Where
walls or partitions are required to have a fire-resistance rating, recessed fixtures shall be installed such
that the required fire resistance will not be reduced.
Exceptions:
1. Membrane penetrations of maximum 2-hour fire-resistance-rated walls and partitions by
steel electrical boxes that do not exceed 16 square inches (0.0103 m^2) in area, provided
that the aggregate area of the openings through the membrane does not exceed 100
square inches (0.0645 m^2) in any 100 square feet (9.29 m^2) of wall area. The annular
space between the wall membrane and the box shall not exceed 1
8 inch (3.2 mm). Such
boxes on opposite sides of the wall or partition shall be separated by one of the following:
1.1. By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition
is constructed with individual noncommunicating stud cavities.
1.2. By a horizontal distance of not less than the depth of the wall cavity where the wall cavity
is filled with cellulose loose-fill, rockwool or slag mineral wool insulation.
1.3. By solid fireblocking in accordance with Section 718.2.1.
1.4. By protecting both outlet boxes with listed putty pads.
1.5. By other listed materials and methods.
2. Membrane penetrations by listed electrical boxes of any material, provided that such
boxes have been tested for use in fire-resistance-rated assemblies and are installed in
accordance with the instructions included in the listing. The annular space between the
wall membrane and the box shall not exceed 1
8 inch (3.2 mm) unless listed otherwise. Such
boxes on opposite sides of the wall or partition shall be separated by one of the following:
2.1. By the horizontal distance specified in the listing of the electrical boxes.
2.2. By solid fireblocking in accordance with Section 718.2.1.
2.3. By protecting both boxes with listed putty pads.
2.4. By other listed materials and methods.
3. Membrane penetrations by electrical boxes of any size or type, that have been listed as
part of a wall opening protective material system for use in fire-resistance-rated
assemblies and are installed in accordance with the instructions included in the listing.
4. Membrane penetrations by boxes other than electrical boxes, provided that such
penetrating items and the annular space between the wall membrane and the box, are
protected by an approved membrane penetration firestop system installed as tested in
accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of
0.01 inch (2.49 Pa) of water, and shall have an F and T rating of not less than the required
fire-resistance rating of the wall penetrated and be installed in accordance with their listing.
5. The annular space created by the penetration of an automatic sprinkler, provided that it is
covered by a metal escutcheon plate.
6. Membrane penetrations of maximum 2-hour fire-resistance-rated walls and partitions by
steel electrical boxes that exceed 16 square inches (0.0103 m^2) in area, or steel
electrical boxes of any size having an aggregate area through the membrane exceeding
100 square inches (0.0645 m^2) in any 100 square feet (9.29 m^2) of wall area, provided
that such penetrating items are protected by listed putty pads or other listed materials and
methods, and installed in accordance with the listing.
714.4.3 Dissimilar materials. Noncombustible penetrating items shall not connect to combustible
items beyond the point of firestopping unless it can be demonstrated that the fire-resistance integrity of
the wall is maintained.
714.5 Horizontal assemblies. Penetrations of a fire-resistance-rated floor, floor/ceiling assembly or
the ceiling membrane of a roof/ceiling assembly not required to be enclosed in a shaft by Section 712.1
shall be protected in accordance with Sections 714.5.1 through 714.5.4.
714.5.1 Through penetrations. Through penetrations of horizontal assemblies shall comply with
Section 714.5.1.1 or 714.5.1.2.
Exceptions:
1. Penetrations by steel, ferrous or copper conduits, pipes, tubes or vents or concrete or
masonry items through a single fire-resistance-rated floor assembly where the annular
space is protected with materials that prevent the passage of flame and hot gases
sufficient to ignite cotton waste when subjected to ASTM E119 or UL 263
time-temperature fire conditions under a minimum positive pressure differential of 0.01
inch (2.49 Pa) of water at the location of the penetration for the time period equivalent to
the fire-resistance rating of the construction penetrated. Penetrating items with a maximum
6-inch (152 mm) nominal diameter shall not be limited to the penetration of a single
fire-resistance-rated floor assembly, provided that the aggregate area of the openings
through the assembly does not exceed 144 square inches (92 900 mm^2) in any 100
square feet (9.3 m^2) of floor area.
2. Penetrations in a single concrete floor by steel, ferrous or copper conduits, pipes, tubes or
vents with a maximum 6-inch (152 mm) nominal diameter, provided that the concrete,
grout or mortar is installed the full thickness of the floor or the thickness required to
maintain the fire-resistance rating. The penetrating items shall not be limited to the
penetration of a single concrete floor, provided that the area of the opening through each
floor does not exceed 144 square inches (92 900 mm^2).
3. Penetrations by listed electrical boxes of any material, provided that such boxes have
been tested for use in fire-resistance-rated assemblies and installed in accordance with
the instructions included in the listing.
714.5.1.1 Fire-resistance-rated assemblies. Through penetrations shall be protected using
systems installed as tested in the approved fire-resistance-rated assembly.
714.5.1.2 Through-penetration firestop system. Through penetrations shall be protected by an
approved through-penetration firestop system installed and tested in accordance with ASTM
E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch of water (2.49 Pa).
The system shall have an F rating/T rating of not less than 1 hour but not less than the required
rating of the floor penetrated.
Exceptions:
1. Floor penetrations contained and located within the cavity of a wall above the floor or
below the floor do not require a T rating.
2. Floor penetrations by floor drains, tub drains or shower drains contained and located
within the concealed space of a horizontal assembly do not require a T rating.
3. Floor penetrations of maximum 4-inch (102 mm) nominal diameter metal conduit or
tubing penetrating directly into metal-enclosed electrical power switchgear do not
require a T rating.
714.5.2 Membrane penetrations. Penetrations of membranes that are part of a horizontal assembly
shall comply with Section 714.5.1.1 or 714.5.1.2. Where floor/ceiling assemblies are required to have a
fire-resistance rating, recessed fixtures shall be installed such that the required fire resistance will not
be reduced.
Exceptions:
1. Membrane penetrations by steel, ferrous or copper conduits, pipes, tubes or vents, or
concrete or masonry items where the annular space is protected either in accordance
with Section 714.5.1 or to prevent the free passage of flame and the products of
combustion. The aggregate area of the openings through the membrane shall not
exceed 100 square inches (64 500 mm^2) in any 100 square feet (9.3 m^2) of ceiling
area in assemblies tested without penetrations.
2. Ceiling membrane penetrations of maximum 2-hour horizontal assemblies by steel
electrical boxes that do not exceed 16 square inches (10 323 mm^2) in area,
provided that the aggregate area of such penetrations does not exceed 100 square
inches (44 500 mm^2) in any 100 square feet (9.29 m^2) of ceiling area, and the
annular space between the ceiling membrane and the box does not exceed 1
8 inch
(3.2 mm).
3. Membrane penetrations by electrical boxes of any size or type, that have been listed
as part of an opening protective material system for use in horizontal assemblies and
are installed in accordance with the instructions included in the listing.
4. Membrane penetrations by listed electrical boxes of any material, provided that such
boxes have been tested for use in fire-resistance-rated assemblies and are installed
in accordance with the instructions included in the listing. The annular space between
the ceiling membrane and the box shall not exceed 1
8 inch (3.2 mm) unless listed
otherwise.
5. The annular space created by the penetration of a fire sprinkler, provided that it is
covered by a metal escutcheon plate.
6. Noncombustible items that are cast into concrete building elements and that do not
penetrate both top and bottom surfaces of the element.
7. The ceiling membrane of a maximum 2-hour fire-resistance-rated horizontal assembly is
permitted to be interrupted with the double wood top plate of a wall assembly that is
sheathed with Type X gypsum wallboard, provided that all penetrating items through
the double top plates are protected in accordance with Section 714.5.1.1 or 714.5.1.2
and the ceiling membrane is tight to the top plates.
8. Ceiling membrane penetrations by listed luminaires (light fixtures) or by luminaires
protected with listed materials, which have been tested for use in fire-resistance-rated
assemblies and are installed in accordance with the instructions included in the
listing.
714.5.3 Dissimilar materials. Noncombustible penetrating items shall not connect to combustible
materials beyond the point of firestopping unless it can be demonstrated that the fire-resistance
integrity of the horizontal assembly is maintained.
714.5.4 Penetrations in smoke barriers. Penetrations in smoke barriers shall be protected by an
approved through-penetration firestop system installed and tested in accordance with the requirements
of UL 1479 for air leakage. The L rating of the system measured at 0.30 inch (7.47 Pa) of water in both
the ambient temperature and elevated temperature tests shall not exceed either of the following:
1. 5.0 cfm per square foot (0.025 m^3/s*m^2) of penetration opening for each
through-penetration firestop system.
2. A total cumulative leakage of 50 cfm (0.024 m^3/s) for any 100 square feet (9.3 m^2)
of wall area, or floor area.
714.6 Nonfire-resistance-rated assemblies. Penetrations of nonfire-resistance-rated floor or
floor/ceiling assemblies or the ceiling membrane of a nonfire-resistance-rated roof/ceiling assembly
shall meet the requirements of Section 713 or shall comply with Section 714.6.1 or 714.6.2.
714.6.1 Noncombustible penetrating items. Noncombustible penetrating items that connect not more
than five stories are permitted, provided that the annular space is filled to resist the free passage of
flame and the products of combustion with an approved noncombustible material or with a fill, void or
cavity material that is tested and classified for use in through-penetration firestop systems.
714.6.2 Penetrating items. Penetrating items that connect not more than two stories are permitted,
provided that the annular space is filled with an approved material to resist the free passage of flame
and the products of combustion.
SMOKE & CARBON MONOXIDE ALARMS:
1.Groups R-2, R-2.1, R-2.2, R-3, R-3.1, R-4 and R-4.1. Single- or multiple-station smoke alarms shall be installed and maintained in Groups
R-2, R-2.1, R-2.2, R-3, R-3.1 and R-4 regardless of occupant load at all of the following locations: (CBC 907.2.11.2)
1. On the ceiling or wall outside of each separate sleeping area in the immediate vicinity of bedrooms.
2. In each room used for sleeping purposes.
3. In each story within a dwelling unit, including basements but not including crawl spaces and uninhabitable attics. In dwellings or
dwelling units with split levels and without an intervening door between the adjacent levels, a smoke alarm installed on the upper
level shall suffice for the adjacent lower level provided that the lower level is less than one full story below the upper level.
4. In a Group R-3.1 occupancies, in addition to the above, smoke alarms shall be provided throughout the habitable areas of the
dwelling unit except kitchens. See Section 907.2.11.8 for specific location requirements.
2. Carbon monoxide detection shall be provided in Group I-2, I-4 and R occupancies and in classrooms in Group E occupancies in the
locations specified in Section 915.2 where any of the conditions in Sections 915.1.2 through 915.1.6 exist. (CBC 915.1.1)
3. Carbon monoxide detection shall be provided in dwelling units, sleeping units and classrooms that contain a fuel-burning appliance or a
fuel-burning fireplace. (CBC 915.1.2)
4. Carbon monoxide detection shall be provided in dwelling units, sleeping units and classrooms served by a fuel-burning, forced-air
furnace. (CBC 915.1.3)
EXCEPTION: Carbon monoxide detection shall not be required in dwelling units, sleeping units and classrooms if a carbon
monoxide detector is provided in the first room or area served by each main duct leaving the furnace, and the carbon monoxide
alarm signals are automatically transmitted to an approved location.
5. Carbon monoxide detection shall be provided in dwelling units, sleeping units and classrooms located in buildings that contain
fuel-burning appliances or fuel-burning fireplaces. (CBC 915.1.4)
EXCEPTIONS:
1. Carbon monoxide detection shall not be required in dwelling units, sleeping units and classrooms without communicating openings
between the fuel-burning appliance or fuel-burning fireplace and the dwelling unit, sleeping unit or classroom.
2. Carbon monoxide detection shall not be required in dwelling units, sleeping units and classrooms where a carbon monoxide
detector is provided in one of the following locations:
2.1. In an approved location between the fuel-burning appliance or fuel-burning fireplace and the dwelling unit, sleeping unit or
classroom.
2.2. On the ceiling of the room containing the fuel-burning appliance or fuel-burning fireplace.
6. Carbon monoxide detection shall be provided in dwelling units, sleeping units and classrooms in buildings with attached private garages.
(CBC 915.1.5)
EXCEPTIONS:
1. Carbon monoxide detection shall not be required in dwelling units, sleeping units and classrooms without communicating openings
between the private garage and the dwelling unit, sleeping unit or classroom.
2. Carbon monoxide detection shall not be required in dwelling units, sleeping units and classrooms located more than one story
above or below a private garage.
3. Carbon monoxide detection shall not be required where the private garage connects to the building through an open-ended
corridor.
4. Where a carbon monoxide detector is provided in an approved location between openings to a private garage and dwelling units,
sleeping units or classrooms.
7. For determining compliance with Section 915.1.5, an open parking garage complying with Section 406.5 or an enclosed parking garage
complying with Section 406.6 shall not be considered a private garage. (CBC 915.1.6)
8. Where required by Section 915.1.1, carbon monoxide detection shall be installed in accordance with the manufacturer's published
instructions in the locations specified in Section 915.2.1 through 915.2.3. (CBC 915.2)
·Dwelling units. Carbon monoxide detection shall be installed in dwelling units in the following locations: (CBC 915.2.1)
1. Outside of each separate sleeping area in the immediate vicinity of the bedrooms.
2. On every occupiable level of a dwelling unit, including basements.
3. Where a fuel-burning appliance is located within a bedroom or its attached bathroom, carbon monoxide detection shall be installed
within the bedroom.
·Sleeping units. Carbon monoxide detection shall be installed in sleeping units. (CBC 915.2.2)
EXCEPTION: Carbon monoxide detection shall be allowed to be installed outside of each separate sleeping area in the immediate
vicinity of the sleeping unit where the sleeping unit or its attached bathroom does not contain a fuel-burning appliance and is not
served by a forced air furnace.
·Group E occupancies. Carbon monoxide detectors shall be installed in classrooms in Group E occupancies where classrooms include
any of the conditions identified in Sections 915.1.2 through 915.1.6. Carbon monoxide alarm signals shall be automatically transmitted
to an on-site location as approved by the authority having jurisdiction. (CBC 915.2.3)
EXCEPTION: Carbon monoxide alarms signals shall not be required to be automatically transmitted to an on-site location that is
staffed by school personnel in Group E occupancies with an occupant load of 30 or less.
1
2
Construction
Notes & Details
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
Un
i
t
#
1
8
-
2
1
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave
Santa Ana, CA 92703
Sheet
T-24
For HERS Test Contact 818-518-8555
HERS Raters LLC
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 1 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
GENERAL INFORMATION
01 Project Name
02 Run Title Title 24 Analysis
03 Project Location
04 City SANTA ANA 05 Standards Version 2022
06 Zip code 92703 07 Software Version EnergyPro 9.1
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 1
14 Addition Cond. Floor Area (ft2)467 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)0.1 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)467.1 19 Glazing Percentage (%)10.30%
20 ADU Bedroom Count 1
ADDITION ALONE - Project Analysis Parameters
01 02 03 04 05 06
Existing Area (excl. new addition)
(ft2)
Addition Area (excl. existing)
(ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms
0.1 467 467.1 0 1 1
ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS
01 02 03 04 05 06 07 08
Zone Name Existing Area (excl.
new addition) (ft2)
ADU Area (excl.
existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached
UNIT 18 0.1 467 467.1 0 1 1 Attached
1003
W
RICHLAND
AVE UNIT 18
1003
W
RICHLAND
AVE UNIT 18
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 2 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 3 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 1.35 0 1.35 0 0
Space Cooling 0 28.75 0 23.97 0 4.78
IAQ Ventilation 0 5.07 0 5.07 0 0
Water Heating 0 57.69 0 57.69 0 0
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 92.86 0 88.08 0 4.78
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 11.37 0 11.37
Appl. & Cooking 0 65.77 0 65.6
Plug Loads 0 78.74 0 78.74
Outdoor Lighting 0 2.01 0 2.01
TOTAL COMPLIANCE 0 250.75 0 245.8
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 4 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 42.59 42.4 0.19 0.45
Net EUI2 42.59 42.4 0.19 0.45
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified EER/EER2
•Verified SEER/SEER2
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified HSPF2
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
UNIT 18 Conditioned HVAC1 467 8 DHW Sys 1 New
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 5 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
FRONT WALL UNIT 18 R-15 Wall 90 Front 184 68 90 Ex. w/ Siding New
RIGHT WALL UNIT 18 R-15 Wall 0 Right 160 0 90 Ex. w/ Siding New
REAR WALL UNIT 18 R-15 Wall 270 Back 184 0 90 Extension New
LEFT WALL UNIT 18>>UNIT 18 R-15 Wall1 n/a n/a 160 0 n/a New
CEILING UNIT 18 R-19 Floor No
Crawlspace n/a n/a 467 n/a n/a New
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
D Window FRONT WALL Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
D 2 Window FRONT WALL Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
A FRONT WALL 20 0.2
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade UNIT 18 467 80 none 0 80%No
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 6 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
R-15 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.086
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Other Side Finish: Gypsum Board
R-19 Floor No
Crawlspace Interior Floors Wood Framed Floor 2x10 @ 16 in. O. C.R-19 None / None 0.045
Floor Surface: Carpeted
Floor Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-19 / 2x10
Ceiling Below Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 7 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name
Heating
Element
Type
Tank Type # of Units Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated Input
Type
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
Tank
Location
DHW
Heater 1 Gas
Consumer
Instantaneo
us
1 0 UEF 0.81 Btu/Hr 200000 0 n/a
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 8 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationEfficiency
Type
HSPF /
HSPF2 /
COP
Cap 47 Cap 17 Efficiency
Type
SEER /
SEER2
EER /
EER /
CEER
Heat Pump
System 1 VCHP-ductless 1 HSPF2 9.5 12000 11400 EER2SEER2 16 12.5 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness - SRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 29 0.35 Exhaust No n/a No Yes
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:55:30-07:00 (Page 9 of 9)
Calculation Description:Title 24 Analysis Input File Name:Building1.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:55:37
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Anush Dagesyan
HERS RATERS, LLC 10/03/2023
1233 RUBERTA AVE
GLENDALE, CA 91201 855-437-7787
Anush Dagesyan
HERS RATERS, LLC 10/03/2023
1233 RUBERTA AVE 1016232
GLENDALE, CA 91201 855-437-7787
423-P010179572A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave
Santa Ana, CA 92703
Sheet
T-24
For HERS Test Contact 818-518-8555
HERS Raters LLC
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 1 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
GENERAL INFORMATION
01 Project Name
02 Run Title Title 24 Analysis
03 Project Location
04 City SANTA ANA 05 Standards Version 2022
06 Zip code 92703 07 Software Version EnergyPro 9.1
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 1
14 Addition Cond. Floor Area (ft2)467 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)0.1 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)467.1 19 Glazing Percentage (%)10.30%
20 ADU Bedroom Count 1
ADDITION ALONE - Project Analysis Parameters
01 02 03 04 05 06
Existing Area (excl. new addition)
(ft2)
Addition Area (excl. existing)
(ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms
0.1 467 467.1 0 1 1
ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS
01 02 03 04 05 06 07 08
Zone Name Existing Area (excl.
new addition) (ft2)
ADU Area (excl.
existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached
UNIT 19 0.1 467 467.1 0 1 1 Attached
1003
W
RICHLAND
AVE UNIT 19
1003
W
RICHLAND
AVE UNIT 19
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 2 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 3 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 1.35 0 1.35 0 0
Space Cooling 0 28.75 0 25.35 0 3.4
IAQ Ventilation 0 5.07 0 5.07 0 0
Water Heating 0 57.69 0 57.69 0 0
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 92.86 0 89.46 0 3.4
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 11.37 0 11.37
Appl. & Cooking 0 65.77 0 65.77
Plug Loads 0 78.74 0 78.74
Outdoor Lighting 0 2.01 0 2.01
TOTAL COMPLIANCE 0 250.75 0 247.35
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 4 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 42.59 42.55 0.04 0.09
Net EUI2 42.59 42.55 0.04 0.09
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified EER/EER2
•Verified SEER/SEER2
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified HSPF2
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
UNIT 19 Conditioned HVAC1 467 8 DHW Sys 1 New
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 5 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
FRONT WALL UNIT 19 R-15 Wall 90 Front 184 68 90 Ex. w/ Siding New
LEFT WALL UNIT 19 R-15 Wall 180 Left 160 0 90 Extension New
REAR WALL UNIT 19 R-15 Wall 270 Back 184 0 90 Extension New
RIGHT WALL UNIT 19>>UNIT 19 R-15 Wall1 n/a n/a 160 0 n/a New
CEILING UNIT 19 R-19 Floor No
Crawlspace n/a n/a 467 n/a n/a New
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
D Window FRONT WALL Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
D 2 Window FRONT WALL Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
A FRONT WALL 20 0.2
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade UNIT 19 467 80 none 0 80%No
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 6 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
R-15 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.086
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Other Side Finish: Gypsum Board
R-19 Floor No
Crawlspace Interior Floors Wood Framed Floor 2x10 @ 16 in. O. C.R-19 None / None 0.045
Floor Surface: Carpeted
Floor Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-19 / 2x10
Ceiling Below Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 7 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name
Heating
Element
Type
Tank Type # of Units Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated Input
Type
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
Tank
Location
DHW
Heater 1 Gas
Consumer
Instantaneo
us
1 0 UEF 0.81 Btu/Hr 200000 0 n/a
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 8 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationEfficiency
Type
HSPF /
HSPF2 /
COP
Cap 47 Cap 17 Efficiency
Type
SEER /
SEER2
EER /
EER /
CEER
Heat Pump
System 1 VCHP-ductless 1 HSPF2 9.5 12000 11400 EER2SEER2 16 12.5 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness - SRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 29 0.35 Exhaust No n/a No Yes
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-02T23:57:39-07:00 (Page 9 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 19.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-02 23:57:47
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Anush Dagesyan
HERS RATERS, LLC 10/03/2023
1233 RUBERTA AVE
GLENDALE, CA 91201 855-437-7787
Anush Dagesyan
HERS RATERS, LLC 10/03/2023
1233 RUBERTA AVE 1016232
GLENDALE, CA 91201 855-437-7787
423-P010179573A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave
Santa Ana, CA 92703
Sheet
T-24
For HERS Test Contact 818-518-8555
HERS Raters LLC
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 1 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
GENERAL INFORMATION
01 Project Name
02 Run Title Title 24 Analysis
03 Project Location
04 City SANTA ANA 05 Standards Version 2022
06 Zip code 92703 07 Software Version EnergyPro 9.1
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 1
14 Addition Cond. Floor Area (ft2)437 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)0.1 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)437.1 19 Glazing Percentage (%)11.00%
20 ADU Bedroom Count 1
ADDITION ALONE - Project Analysis Parameters
01 02 03 04 05 06
Existing Area (excl. new addition)
(ft2)
Addition Area (excl. existing)
(ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms
0.1 437 437.1 0 1 1
ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS
01 02 03 04 05 06 07 08
Zone Name Existing Area (excl.
new addition) (ft2)
ADU Area (excl.
existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached
UNIT 20 0.1 437 437.1 0 1 1 Attached
1003
W
RICHLAND
AVE UNIT 20
1003
W
RICHLAND
AVE UNIT 20
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 2 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 3 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 1.45 0 1.45 0 0
Space Cooling 0 31.21 0 26.06 0 5.15
IAQ Ventilation 0 5.25 0 5.25 0 0
Water Heating 0 61.49 0 61.49 0 0
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 99.4 0 94.25 0 5.15
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 11.79 0 11.79
Appl. & Cooking 0 70.34 0 70.15
Plug Loads 0 84.14 0 84.14
Outdoor Lighting 0 2.04 0 2.04
TOTAL COMPLIANCE 0 267.71 0 262.37
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 4 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 45.47 45.25 0.22 0.48
Net EUI2 45.47 45.25 0.22 0.48
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified EER/EER2
•Verified SEER/SEER2
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified HSPF2
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
UNIT 20 Conditioned HVAC1 437 8 DHW Sys 1 New
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 5 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
FRONT WALL UNIT 20 R-15 Wall 90 Front 184 68 90 Ex. w/ Siding New
RIGHT WALL UNIT 20 R-15 Wall 0 Right 160 0 90 Ex. w/ Siding New
REAR WALL UNIT 20 R-15 Wall 270 Back 184 0 90 Extension New
LEFT WALL UNIT 20>>UNIT 20 R-15 Wall1 n/a n/a 160 0 n/a New
CEILING UNIT 20 R-19 Floor No
Crawlspace n/a n/a 437 n/a n/a New
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
D Window FRONT WALL Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
D 2 Window FRONT WALL Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
A FRONT WALL 20 0.2
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade UNIT 20 437 80 none 0 80%No
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 6 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
R-15 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.086
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Other Side Finish: Gypsum Board
R-19 Floor No
Crawlspace Interior Floors Wood Framed Floor 2x10 @ 16 in. O. C.R-19 None / None 0.045
Floor Surface: Carpeted
Floor Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-19 / 2x10
Ceiling Below Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 7 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name
Heating
Element
Type
Tank Type # of Units Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated Input
Type
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
Tank
Location
DHW
Heater 1 Gas
Consumer
Instantaneo
us
1 0 UEF 0.81 Btu/Hr 200000 0 n/a
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 8 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationEfficiency
Type
HSPF /
HSPF2 /
COP
Cap 47 Cap 17 Efficiency
Type
SEER /
SEER2
EER /
EER /
CEER
Heat Pump
System 1 VCHP-ductless 1 HSPF2 9.5 12000 11400 EER2SEER2 16 12.5 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness - SRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 28 0.35 Exhaust No n/a No Yes
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:02:41-07:00 (Page 9 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 20.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:02:48
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Anush Dagesyan
HERS RATERS, LLC 10/03/2023
1233 RUBERTA AVE
GLENDALE, CA 91201 855-437-7787
Anush Dagesyan
HERS RATERS, LLC 10/03/2023
1233 RUBERTA AVE 1016232
GLENDALE, CA 91201 855-437-7787
423-P010179575A-000-000-0000000-0000 10/03/2023 00:05 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave
Santa Ana, CA 92703
Sheet
T-24
For HERS Test Contact 818-518-8555
HERS Raters LLC
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 1 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
GENERAL INFORMATION
01 Project Name
02 Run Title Title 24 Analysis
03 Project Location
04 City SANTA ANA 05 Standards Version 2022
06 Zip code 92703 07 Software Version EnergyPro 9.1
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 1
14 Addition Cond. Floor Area (ft2)467 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)0.1 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)467.1 19 Glazing Percentage (%)10.30%
20 ADU Bedroom Count 1
ADDITION ALONE - Project Analysis Parameters
01 02 03 04 05 06
Existing Area (excl. new addition)
(ft2)
Addition Area (excl. existing)
(ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms
0.1 467 467.1 0 1 1
ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS
01 02 03 04 05 06 07 08
Zone Name Existing Area (excl.
new addition) (ft2)
ADU Area (excl.
existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached
UNIT 21 0.1 467 467.1 0 1 1 Attached
1003
W
RICHLAND
AVE UNIT 21
1003
W
RICHLAND
AVE UNIT 21
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 2 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 3 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 1.35 0 1.35 0 0
Space Cooling 0 28.75 0 25.35 0 3.4
IAQ Ventilation 0 5.07 0 5.07 0 0
Water Heating 0 57.69 0 57.69 0 0
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 92.86 0 89.46 0 3.4
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 11.37 0 11.37
Appl. & Cooking 0 65.77 0 65.77
Plug Loads 0 78.74 0 78.74
Outdoor Lighting 0 2.01 0 2.01
TOTAL COMPLIANCE 0 250.75 0 247.35
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 4 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 42.59 42.55 0.04 0.09
Net EUI2 42.59 42.55 0.04 0.09
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the buildng tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified EER/EER2
•Verified SEER/SEER2
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified HSPF2
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
UNIT 21 Conditioned HVAC1 467 8 DHW Sys 1 New
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 5 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
FRONT WALL UNIT 21 R-15 Wall 90 Front 184 68 90 Ex. w/ Siding New
LEFT WALL UNIT 21 R-15 Wall 180 Left 160 0 90 Ex. w/ Siding New
REAR WALL UNIT 21 R-15 Wall 270 Back 184 0 90 Extension New
RIGHT WALL UNIT 21>>UNIT 21 R-15 Wall1 n/a n/a 160 0 n/a New
CEILING UNIT 21 R-19 Floor No
Crawlspace n/a n/a 467 n/a n/a New
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
D Window FRONT WALL Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
D 2 Window FRONT WALL Front 90 1 24 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
A FRONT WALL 20 0.2
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab-on-Grade UNIT 21 467 80 none 0 80%No
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 6 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
R-15 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.086
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Other Side Finish: Gypsum Board
R-19 Floor No
Crawlspace Interior Floors Wood Framed Floor 2x10 @ 16 in. O. C.R-19 None / None 0.045
Floor Surface: Carpeted
Floor Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-19 / 2x10
Ceiling Below Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 7 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name
Heating
Element
Type
Tank Type # of Units Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated Input
Type
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
Tank
Location
DHW
Heater 1 Gas
Consumer
Instantaneo
us
1 0 UEF 0.81 Btu/Hr 200000 0 n/a
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name Required
Thermostat Type
HVAC1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 n/a n/a Setback
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 8 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationEfficiency
Type
HSPF /
HSPF2 /
COP
Cap 47 Cap 17 Efficiency
Type
SEER /
SEER2
EER /
EER /
CEER
Heat Pump
System 1 VCHP-ductless 1 HSPF2 9.5 12000 11400 EER2SEER2 16 12.5 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness - SRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 29 0.35 Exhaust No n/a No Yes
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:1003 W RICHLAND AVE Calculation Date/Time:2023-10-03T00:04:16-07:00 (Page 9 of 9)
Calculation Description:Title 24 Analysis Input File Name:1003 W RICHLAND AVE UNIT 21.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-10-03 00:04:23
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Anush Dagesyan
HERS RATERS, LLC 10/03/2023
1233 RUBERTA AVE
GLENDALE, CA 91201 855-437-7787
Anush Dagesyan
HERS RATERS, LLC 10/03/2023
1233 RUBERTA AVE 1016232
GLENDALE, CA 91201 855-437-7787
423-P010179576A-000-000-0000000-0000 10/03/2023 00:06 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric 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 a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact
disc, web-based reference or other media acceptable to the enforcing agency which includes all of the
following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL) 1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20
PSI
LAVATORY FAUCETS IN COMMON & PUBLIC
USE AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception: Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections
4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest
whole number. A parking space served by electric vehicle supply equipment or designed as a future EV charging
space shall count as at least one standard automobile parking space only for the purpose of complying with any
applicable minimum parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2
for further details.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required,
an automatic load management system (ALMS) may be used to reduce the maximum required electrical
capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers
shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS)
served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Location.
EVCS shall comply with at least one of the following options:
1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of
the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.
2.The charging space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces shall be designed to comply with the following:
1.The minimum length of each EV space shall be 18 feet (5486 mm).
2.The minimum width of each EV space shall be 9 feet (2743 mm).
3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum
aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is
12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083
percent slope) in any direction.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall
comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready
spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section
1109A.
4.106.4.2.3 EV space requirements.
1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch
circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall
originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close
proximity to the location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required
raceways and related components that are planned to be installed underground, enclosed, inaccessible or in
concealed areas and spaces shall be installed at the time of original construction.
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
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PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space at the time of original
construction in accordance with the California Electrical Code.
4.106.4.2.4 Identification.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for
future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
4.106.4.2.5 Electric Vehicle Ready Space Signage.
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multifamily buildings.
When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
Notes:
1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future
EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
9/26/2023
11
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CG-1
CAL Green
Notes
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundredths of a gram (g O³/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700
and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings
with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
4.503 FIREPLACES
4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed
woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter the system.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.
4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the
requirements of the following standards unless more stringent local or regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
shall comply with local or regional air pollution control or air quality management district rules where
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
commencing with section 94507.
4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
Table 4.504.3 shall apply.
4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR
Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the
enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall
employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with
this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the
particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a
recognized state, national or international association, as determined by the local agency. The area of certification
shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not
limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in
the appropriate section or identified applicable checklist.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the
following:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end
of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be
sized, designed and have their equipment selected using the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,
THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED
BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.
CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &
EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS
ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY
THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California
Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions
from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the
California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving
resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the
Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.),
by or before the dates specified in those sections, as shown in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AY N/AY N/AY N/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
9/26/2023
11
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CG-2
CAL Green
Notes
No part of this plan set may be changed, reproduced or distributed in any form or by any means, without the prior written permission of KTA DRAFTING & DESIGN SERVICES, LLC.
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
OPERATING AGREEMENT
of
Debwany Apartments LLC
This Operating Agreement (the "Agreement") made and entered into this 17th day of April, 2019 (the
"Execution Date"),
BY:
Jamal Hasan of 115 Doverwood, Irvine, CA 92620
(the "Member").
BACKGROUND:
A.The Member wishes to be the sole member of a limited liability company.
B.The terms and conditions of this Agreement will govern the Member within the limited liability
company.
IN CONSIDERATION OF and as a condition of the Member entering into this Agreement and other
valuable consideration, the receipt and sufficiency of which is acknowledged, the Member agrees as
follows:
Formation
1.By this Agreement, the Member forms a Limited Liability Company (the "Company") in
accordance with the laws of the State of California. The rights and obligations of the Member will
be as stated in the California Revised Uniform Limited Liability Company Act (the "Act") except
as otherwise provided in this agreement.
Name
2.The name of the Company will be Debwany Apartments LLC.
Sole Member
3.While the Company consists only of one Member, any reference in this Agreement to two or
more Members and that requires the majority consent or unanimous consent of Members, or that
requires a certain percentage vote of Members, should be interpreted as only requiring the
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consent or vote of the sole Member.
Purpose
4.Multi-Family Rental Property.
Term
5.The Company will continue until terminated as provided in this Agreement or may dissolve under
conditions provided in the Act.
Place of Business
6.The Principal Office of the Company will be located at 2935 North Mountain ave, San
Bernardino, CA 92404 or such other place as the Member may from time to time designate.
Capital Contributions
7.The following table shows the Initial Contributions of the Member. The Member agrees to make
the Initial Contributions to the Company in full, according to the following terms:
Member Contribution Description Value of
Contribution
Jamal Hasan $0.00
Allocation of Profits/Losses
8.Subject to the other provisions of this Agreement, the Net Profits or Losses, for both accounting
and tax purposes, will accrue to and be borne by the sole Member:
Jamal Hasan of 115 Doverwood, Irvine, CA 92620.
9.Where the Company consists of two or more Members, no Member will have priority over any
other Member for the distribution of Net Profits or Losses.
Nature of Interest
10.A Member's interest in the Company will be considered personal property, and will at no time be
considered real property.
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Withdrawal of Contribution
11.Where the Company consists of two or more Members, no Member will withdraw any portion of
their Capital Contribution without the unanimous consent of the other Members.
Liability for Contribution
12.A Member's obligation to make their required Capital Contribution can only be compromised or
released with the consent of all remaining Members or as described elsewhere in this Agreement.
If a Member does not make the Capital Contribution when it is due, he is obligated at the option
of any remaining Members to contribute cash equal to the agreed value of the Capital
Contribution. This option is in addition to and not in lieu of any others rights, including the right
to specific performance that the Company may have against the Member.
Additional Contributions
13.No Member will be required to make Additional Contributions. Any changes to Capital
Contributions will not affect any Member's Interests except with the unanimous consent of the
Members.
14.Any advance of money to the Company by any Member in excess of the amounts provided for in
this Agreement or subsequently agreed to, will be deemed a debt due from the Company rather
than an increase in the Capital Contribution of the Member. This liability will be repaid with
interest at such rates and times to be determined by a majority of the Members. This liability will
not entitle the lending Member to any increased share of the Company's profits nor to a greater
voting power. Repayment of such debts will have priority over any other payments to Members.
Capital Accounts
15.An individual capital account will be maintained for each Member and their initial Capital
Contribution will be credited to this account. Any Additional Contributions made by any Member
will be credited to that Member's individual Capital Account.
Interest on Capital
16.No borrowing charge or loan interest will be due or payable to any Member on their agreed
Capital Contribution inclusive of any agreed Additional Contributions.
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Management
17.Management of this Company is vested in the Member.
Authority to Bind Company
18.Only the following individuals have authority to act for or bind the Company in contract:
-___________________________________________________________
___________________________________________________________
___________________________________________________________
___________________________________________________________
Duty of Loyalty
19.Any Member may invest in or engage in any business of any type, including without limitation, a
business that is similar to the business of the Company whether or not in direct competition with
the Company and whether or not within the established or contemplated market regions of the
Company. Neither the Company nor any Member will have any right to that opportunity or any
income derived from that opportunity.
Duty to Devote Time
20.Each Member will devote such time and attention to the business of the Company as the majority
of the Members will from time to time reasonably determine for the conduct of the Company
business.
Member Meetings
21.Where the Company consists of two or more Members, a meeting may be called by any Member
providing that reasonable notice has been provided to the other Members.
22.Member meetings will be held at any location that the Members may from time to time designate.
Voting
23.Where the Company consists of two or more Members, each Member will be entitled to cast
votes on any matter based upon the proportion of that Member's Capital Contributions in the
Company.
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Admission of New Members
24.No new Members may be admitted into the Company.
Voluntary Withdrawal of a Member
25.The voluntary withdrawal of a Member will result in the dissolution of the Company.
26.It remains incumbent on the withdrawing Member to exercise this dissociation in good faith and
to minimize any present or future harm done to the remaining Members as a result of the
withdrawal.
Involuntary Withdrawal of a Member
27.Where the Company consists of two or more Members, events leading to the involuntary
withdrawal of a Member from the Company will include but not be limited to: death of a
Member; Member mental incapacity; Member disability preventing reasonable participation in
the Company; Member incompetence; breach of fiduciary duties by a Member; criminal
conviction of a Member; Operation of Law against a Member or a legal judgment against a
Member that can reasonably be expected to bring the business or societal reputation of the
Company into disrepute. Expulsion of a Member can also occur on application by the Company
or another Member, where it has been judicially determined that the Member: has engaged in
wrongful conduct that adversely and materially affected the Company's business; has willfully or
persistently committed a material breach of the Operating Agreement or of a duty owed to the
Company or to the other Members; or has engaged in conduct relating to the Company's business
that makes it not reasonably practicable to carry on the business with the Member.
28.The involuntary withdrawal of a Member will result in the dissolution of the Company.
Dissociation of a Member
29.Where the Company consists of two or more Members, in the event of either a voluntary or
involuntary withdrawal of a Member, if the remaining Members elect to purchase the interest of
the withdrawing Member, the remaining Members will serve written notice of such election,
including the purchase price and method and schedule of payment for the withdrawing Member's
interest, upon the withdrawing Member, their executor, administrator, trustee, committee or
analogous fiduciary within a reasonable period after acquiring knowledge of the change in
circumstance to the affected Member.
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30.Any remaining Members retain the right to seek damages from a dissociated Member where the
dissociation resulted from a malicious or criminal act by the dissociated Member or where the
dissociated Member had breached their fiduciary duty to the Company or was in breach of this
Agreement or had acted in a way that could reasonably be foreseen to bring harm or damage to
the Company or to the reputation of the Company.
31.A dissociated Member will only have liability for Company obligations that were incurred during
their time as a Member. On dissociation of a Member, the Company will prepare, file, serve, and
publish all notices required by law to protect the dissociated Member from liability for future
Company obligations.
32.Where any remaining Members have purchased the interest of a dissociated Member, the
purchase amount will be paid in full, but without interest, within 90 days of the date of
withdrawal. The Company will retain exclusive rights to use of the trade name and firm name and
all related brand and model names of the Company.
Right of First Purchase
33.Where the Company consists of two or more Members, in the event that a Member's Interest in
the Company is or will be sold, due to any reason, the remaining Members will have a right of
first purchase of that Member's Interest.
Assignment of Interest
34.In the event that a Member’s interest in the company is transferred or assigned as the result of a
court order or Operation of Law, the trustee in bankruptcy or other person acquiring that
Member's interest in the Company will only acquire that Member's economic rights and interests
and will not acquire any other rights of that Member or be admitted as a Member of the Company
or have the right to exercise any management or voting interests.
Valuation of Interest
35.Where the Company consists of two or more Members, a Member's financial interest in the
Company will be in proportion to their Capital Contributions, inclusive of any Additional Capital
Contributions.
36.In the absence of a written agreement setting a value, the value of the Company will be based on
the fair market value appraisal of all Company assets (less liabilities) determined in accordance
with generally accepted accounting principles (GAAP). This appraisal will be conducted by an
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independent accounting firm agreed to by all Members. An appraiser will be appointed within a
reasonable period of the date of withdrawal or dissolution. The results of the appraisal will be
binding on all Members.
37.No allowance will be made for goodwill, trade name, patents or other intangible assets, except
where those assets have been reflected on the Company books immediately prior to valuation.
Dissolution
38.The Company may be dissolved by a unanimous vote of the Members. The Company will also be
dissolved on the occurrence of events specified in the Act.
39.Upon Dissolution of the Company and liquidation of Company property, and after payment of all
selling costs and expenses, the liquidator will distribute the Company assets to the following
groups according to the following order of priority:
a.in satisfaction of liabilities to creditors except Company obligations to current Members;
b.in satisfaction of Company debt obligations to current Members; and then
c.to the Member.
40.The claims of each priority group will be satisfied in full before satisfying any claims of a lower
priority group. Any excess of Company assets after liabilities or any insufficiency in Company
assets over liabilities under this section will be resolved by the Member. Where there are two or
more Members, Company liabilities will be resolved by the Members in proportion to the
Members' financial interest as set out in the Valuation of Interest section of this Agreement.
Records
41.The Company will at all times maintain accurate records of the following:
a.Information regarding the status of the business and the financial condition of the
Company;
b.A copy of the Company federal, state, and local income taxes for each year;
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c.Name and last known business, residential, or mailing address of each Member, as well as
the date that person became a Member;
d.A copy of this Agreement and any articles or certificate of formation, as well as all
amendments, together with any executed copies of any written powers of attorney pursuant
to which this Agreement, articles or certificate, and any amendments have been executed;
and
e.The cash, property, and services contributed to the Company by each Member, along with
a description and value, and any contributions that have been agreed to be made in the
future.
42.Each Member has the right to demand, within a reasonable period of time, a copy of any of the
above documents for any purpose reasonably related to their interest as a Member of the
Company, at their expense.
Books of Account
43.Accurate and complete books of account of the transactions of the Company will be kept in
accordance with generally accepted accounting principles (GAAP) and at all reasonable times
will be available and open to inspection and examination by any Member. The books and records
of the Company will reflect all the Company’s transactions and will be appropriate and adequate
for the business conducted by the Company.
Banking and Company Funds
44.The funds of the Company will be placed in such investments and banking accounts as will be
designated by the Member. All withdrawals from these accounts will be made by the duly
authorized agent or agents of the Company as appointed by unanimous consent of the Members.
Company funds will be held in the name of the Company and will not be commingled with those
of any other person or entity.
Audit
45.Any Member will have the right to request an audit of the Company books. The cost of the audit
will be borne by the Company. The audit will be performed by an accounting firm acceptable to
all the Members. Where the Company consists of two or more Members, not more than one (1)
audit will be required by any or all of the Members for any fiscal year.
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Tax Treatment
46.This Company is intended to be treated as a disregarded entity for the purposes of Federal and
State Income Tax.
Annual Report
47.As soon as practicable after the close of each fiscal year, the Company will furnish to each
Member an annual report showing a full and complete account of the condition of the Company
including all information as will be necessary for the preparation of each Member's income or
other tax returns. This report will consist of at least:
a.A copy of the Company's federal income tax returns for that fiscal year;
b.A breakdown of the profit and loss attributable to each Member; and
c.Cash flow statement.
Goodwill
48.The goodwill of the Company will be assessed at an amount to be determined by appraisal using
generally accepted accounting principles (GAAP).
Governing Law
49.The laws of the State of California will govern the validity of this Agreement, the construction of
its terms, and the interpretation of the stated rights and duties.
Forbidden Acts
50.No Member may do any act in contravention of this Agreement.
51.No Member may permit, intentionally or unintentionally, the assignment of express, implied or
apparent authority to a third party that is not a Member of the Company.
52.No Member may do any act that would make it impossible to carry on the ordinary business of
the Company.
53.No Member will have the right or authority to bind or obligate the Company to any extent with
regard to any matter outside the intended purpose of the Company.
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54.No Member may confess a judgment against the Company.
55.Where the Company consists of two or more Members, any violation of the above forbidden acts
will be deemed an Involuntary Withdrawal of the offending Member and may be treated
accordingly by the remaining Members.
Indemnification
56.The Member will be indemnified and held harmless by the Company from and against any and all
claims of any nature, whatsoever, arising out of the Member's participation in Company affairs.
The Member will not be entitled to indemnification under this section for liability arising out of
gross negligence or willful misconduct of the Member or the breach by the Member of any
provisions of this Agreement.
Liability
57.A Member or any employee will not be liable to the Company or to any other Member for any
mistake or error in judgment or for any act or omission believed in good faith to be within the
scope of authority conferred or implied by this Agreement or the Company. The Member or
employee will be liable only for any and all acts and omissions involving intentional wrongdoing.
Liability Insurance
58.The Company may acquire insurance on behalf of any Member, employee, agent or other person
engaged in the business interest of the Company against any liability asserted against them or
incurred by them while acting in good faith on behalf of the Company.
Life Insurance
59.The Company will have the right to acquire life insurance on the life of the Member, whenever it
is deemed necessary by the Company. The Member will cooperate fully with the Company in
obtaining any such policies of life insurance.
Amendment of Operating Agreement
60.No amendment or modification of this Agreement will be valid or effective unless in writing and
signed by all Members.
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Title to Company Property
61.Title to all Company property will remain in the name of the Company. No Member or group of
Members will have any ownership interest in Company property in whole or in part.
Miscellaneous
62.Time is of the essence in this Agreement.
63.This Agreement may be executed in counterparts.
64.Headings are inserted for the convenience of the parties only and are not to be considered when
interpreting this Agreement. Words in the singular mean and include the plural and vice versa.
Words in the masculine gender include the feminine gender and vice versa. Words in a neutral
gender include the masculine gender and the feminine gender and vice versa.
65.If any term, covenant, condition or provision of this Agreement is held by a court of competent
jurisdiction to be invalid, void or unenforceable, it is the parties' intent that such provision be
reduced in scope by the court only to the extent deemed necessary by that court to render the
provision reasonable and enforceable and the remainder of the provisions of this Agreement will
in no way be affected, impaired or invalidated as a result.
66.This Agreement contains the entire agreement between the parties. All negotiations and
understandings have been included in this Agreement. Statements or representations that may
have been made by any party to this Agreement in the negotiation stages of this Agreement may
in some way be inconsistent with this final written Agreement. All such statements have no force
or effect in respect to this Agreement. Only the written terms of this Agreement will bind the
parties.
67.This Agreement and the terms and conditions contained in this Agreement apply to and are
binding upon the Member's successors, assigns, executors, administrators, beneficiaries, and
representatives.
68.Any notices or delivery required here will be deemed completed when hand-delivered, delivered
by agent, or seven (7) days after being placed in the post, postage prepaid, to the parties at the
addresses contained in this Agreement or as the parties may later designate in writing.
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Copyright 2002-2019, LegalContracts.com
69.All of the rights, remedies and benefits provided by this Agreement will be cumulative and will
not be exclusive of any other such rights, remedies and benefits allowed by law.
Definitions
70.For the purpose of this Agreement, the following terms are defined as follows:
a."Additional Contribution" means Capital Contributions, other than Initial Contributions,
made by a Member to the Company.
b."Capital Contribution" means the total amount of cash, property, or services contributed to
the Company by any one Member.
c."Initial Contribution" means Capital Contributions made by a Member to acquire an
interest in the Company.
d."Member's Interests" means the Member's collective rights, including but not limited to,
the Member's right to share in profits, Member's right to a share of Company assets on
dissolution of the Company, Member's voting rights, and Member's rights to participate in
the management of the Company.
e."Net Profits or Losses" means the net profits or losses of the Company as determined by
generally accepted accounting principles (GAAP).
f."Operation of Law" means rights or duties that are cast upon a party by the law, without
any act or agreement on the part of the individual including, but not limited to, an
assignment for the benefit of creditors, a divorce, or a bankruptcy.
g."Principal Office" means the office whether inside or outside the State of California where
the executive or management of the Company maintain their primary office.
IN WITNESS WHEREOF the Member has duly affixed their signature under hand and seal on this 17th
day of April, 2019.
_____________________________
Jamal Hasan (Member)
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THE FOLLOWING PAGE IS NOT PART OF YOUR AGREEMENT
THIS PAGE IS PROVIDED FOR INFORMATION ONLY
How do I file my LLC Operating Agreement?
You do not need to file your LLC Operating Agreement. The Operating Agreement is simply an
agreement between the members of the LLC.
An LLC is created by preparing and filing an Articles of Organization document with the state where the
LLC will operate.
Why does this agreement refer to 'two or more Members' when I am the sole Member and no new
Members can be added?
Even though your current intention is for only one member, it is possible in future to amend this LLC
Operating Agreement to allow more members, instead of having to start a new LLC which could have
adverse tax affects. Instead of omitting those clauses that are relevant only to LLC's with two or more
members, we have tried to include those clauses in the final document so that you are aware of the issues
that need to be addressed.
What is a Tax Matters Partner?
The Tax Matters Partner (Member) is the Member selected by the LLC to represent the company to the
Internal Revenue Service and to make decisions on behalf of the LLC concerning taxation issues. The
Internal Revenue Code requires that the company designate a Member for this purpose.
Page 1 of 3
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How do I choose my tax treatment category?
It is important to note that how the LLC is taxed does not affect the legal protections the LLC provides.
For example, an LLC could be set up to be taxed like a sole proprietorship while still providing limited
liability protection.
One Member LLC
An LLC with 1 member will be treated as a disregarded entity by default. This means the LLC will be
taxed as a sole proprietorship.
Two Member LLC
An LLC with 2 or more members will be taxed as a partnership by default. If you choose to be taxed as
a partnership, the income from your LLC passes through to the members and is declared as personal
income. In this way income is only taxed once but the personal income tax rates paid by the members
may be much higher than the applicable corporate rate.
Additionally, any LLC has the option to be taxed as a corporation. A disadvantage of a corporate tax
model is double taxation - where the LLC pays taxes on company income and the members also pay tax
on any income that members receive as dividends from the LLC. The advantage of the corporate tax
model is that if most of the profits of the LLC can be retained in the company then double taxation can
be minimized and overall tax paid at a lower corporate tax rate.
Your choice of taxation method should result in the lowest taxes. If you have any further questions you
should contact a local tax lawyer or accountant.
Are there any limits on distributions?
State law often restricts the amount of company distributions in order to ensure the company remains
solvent. For example, some states have a distribution limit that prevents the company’s liabilities from
exceeding assets after a distribution is made.
LLC Operating Agreement Page 2 of 3
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Copyright 2002-2019, LegalContracts.com
What is an allocation?
Where an LLC is classified as a partnership for federal income tax purposes, profits and losses are
allocated among members. The LLC itself will not pay income tax in that case.
What are the benefits of requiring unanimous agreement?
Requiring unanimous consent is typically reserved for issues critical to the company. By requiring
unanimous consent, all Member's Interests are protected against unreasonable majority decisions.
Do I need witnesses?
It is a good idea to have your signatures witnessed even though most documents and contracts do not
require a witness for them to be legally valid.
Many banks and other institutions have their own internal policies about signing requirements, and may
refuse to accept documents that are not witnessed regardless of the fact that the documents are legally
valid. If you want to avoid bureaucratic hold-ups, it may be a good idea to have your document
witnessed.
How do I choose a witness?
Generally, the person you choose to witness a document should be a neutral third party with no financial
or other interest in the agreement.
Ideally, a witness will observe the parties signing the document and sign the document as proof that they
witnessed the parties signing. The witness is not usually required to know or understand the contents of
the document.
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O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
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O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
KR STRUCTURAL ENGINEERING, INC
2753 Waverly Dr #403, LOS ANGELES, CALIFORNIA 90039
TEL .(818) 378-7173. kylerheepe@gmail.com
Project Address Dates
Project Name Two Story House Remodeling Designed By KYLE Pages
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GGaarraaggee CCoonnvveerrssiioonn ttoo MMuullttii--FFaammiillyy AADDUU
11000033 WW.. RRiicchhllaanndd AAvvee
SSaannttaa AAnnaa,, CCAA 9922770033
- Project No. 2022.295
JJaann 1144,, 22002244
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
KR STRUCTURAL ENGINEERING, INC
2753 Waverly Dr #403, LOS ANGELES, CALIFORNIA 90039
TEL .(818) 378-7173. kylerheepe@gmail.com
Project Address Dates
Project Name Two Story House Remodeling Designed By KYLE Pages
CONTENTS
1. Design Load ----------------------------------------- 01
2. Framing Design (2nd FLR FRAMING PLAN) ------------- 2
3. Lateral Analysis & Design ------------------------- 3~6
4. Diaphragm Analysis & Design -------------------- 7~8
5. Shear wall Design ------------------------------------ 9
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
KR STRUCTURAL ENGINEERING, INC Site add.:
2753 Waverly Dr #403
Los Angeles, CA. 90039 Engineer :
TEL (818) 378-7173 EMAIL: kylerheepe@gmail.com Job #
Gravity Loading Calculations:
psf psf
Slope Roof: Roofing: 5 Framing: 2.5
Plywood Sht'g: 2.5 Misc.Load: 2
Insulation: 1 Drywall 3
Roof DL: 16 psf
Roof LL: 20 psf
Floor: Flooring: 5 Framing: 3
Plywood Sht'g: 3 Misc.Load: 1
Drywall: 3
FLR DL: 15 psf
FLR LL: 40 psf
Exterior Walls: Stucco 10 Framing: 2
Plywood Sht'g 1.5 Misc.Load: 0.5
Drywall: 3 Insulation 1
Pwe: 18 psf
Interior Walls: Drywall Sht'g 6 Insulation 1
Framing 2 Misc. Load 1
Pwi: 10 psf
1003 W. Richland Ave
Santa Ana, CA 92703
Kyle Rhee
2022.295
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
Multiple Simple Beam
LIC# : KW-06014493, Build:20.23.08.30 KR STRUCTURAL ENGINEERING (c) ENERCALC INC 1983-2023
Project File: 2022.295.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Description :
BEAM Size :4x10, Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Douglas Fir-Larch No.1
1,000.0
1,000.0
1,500.0
625.0
1,700.0
620.0
180.0
675.0
31.210
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb - Tension
psi
psi Fv psi
Fb - Compr Ft psi
Fc - Prll psi
psiFc - Perp
Ebend- xx ksi Density pcf
FHDR-1
Applied Loads
Unif Load: D = 0.0160, Lr = 0.020 k/ft, Trib= 10.0 ft
Unif Load: D = 0.0150, Lr = 0.040 k/ft, Trib= 10.0 ft
Unif Load: D = 0.0180 k/ft, Trib= 8.0 ft
.Design Summary
Max fb/Fb Ratio =0.906 : 1
Max Reactions (k)HEWSLLr
+D+LrLoad Comb :
Span # 1
Left Support
D
in
3.250 inft
121.68 psi
Fb : Allowable :1,477.65 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+Lr
225.00 psi
fb : Actual :
Max fv/FvRatio =0.541 : 1 0.000 ft
1,338.31 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max Deflections
Transient Downward 0.062 in
Transient Upward 0.000 in
Total Downward 0.108 in
Total Upward 0.000 in
1.48 1.951.48 1.95 Ratio 1263 719Ratio
LC: Lr Only LC: +D+Lr
LC:LC:
BEAM Size :4x6, Sawn, Fully Unbraced
Using Allowable Stress Design with ASCE 7-16 Load Combinations, Major Axis Bending
Wood Beam Design :
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Douglas Fir-Larch No.1
1000
1000
1500
625
1700
620
180
675
31.21
Eminbend - xx ksi
Wood Species :Wood Grade :
Fb - Tension
psi
psi Fv psi
Fb - Compr Ft psi
Fc - Prll psi
psiFc - Perp
Ebend- xx ksi Density pcf
FHDR-2
Applied Loads
Unif Load: D = 0.0160, Lr = 0.020 k/ft, Trib= 10.0 ft
Unif Load: D = 0.0150, Lr = 0.040 k/ft, Trib= 10.0 ft
Unif Load: D = 0.0180 k/ft, Trib= 8.0 ft
.Design Summary
Max fb/Fb Ratio =0.678 : 1
Max Reactions (k)HEWSLLr
+D+LrLoad Comb :
Span # 1
Left Support
D
in
1.750 inft
106.36 psi
Fb : Allowable :1,617.71 psi
Right Support
Fv : Allowable :Span # 1
Load Comb :+D+Lr
225.00 psi
fb : Actual :
Max fv/FvRatio =0.473 : 1 3.045 ft
1,097.55 psi at
atfv : Actual :
Ratio 9999 Ratio 9999
Max Deflections
Transient Downward 0.025 in
Transient Upward 0.000 in
Total Downward 0.043 in
Total Upward 0.000 in
0.79 1.050.79 1.05 Ratio 1701 968Ratio
LC: Lr Only LC: +D+Lr
LC:LC:
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
KR STRUCTURAL ENGINEERING,INC Site add.:
2753 Waverly Dr #403
Los Angeles, CA. 90039 Engineer :
TEL (818) 378-7173 EMAIL: kylerheepe@gmail.com Job #
Seismic Loading Calculations:(per ASCE 7-16)
Risk Category:Occupanc :"II" (table 1-1)
Response modification coef:R:6.5 (table 12.2-1)
Overstrength factor Ome a:3 (table 12.2-1)
Site class Site:D (CH.20 or soil eng)
Latitude Lat:33.738 (TerraServer USA)
Longitude Long:-117.8787 (TerraServer USA)
Short period spec. resp. accl:Ss:1.48 (maps, USGS or soils eng)
1-second spec.resp.accl.:S1:0.52 (maps, USGS or soils eng)
Site coefficient:Fa:1.2 (table 11.4-1)
Site coefficeient:Fv:1.5 (table 11.4-2)
Max considered - short:SMS = Fa*Ss 1.776 (11.4-1)
Max considered - 1-sec:SM1 = Fv*S1 0.78 (11.4-2)
Design spectural accel- short:SDS = (2/3)SMS 1.184
Design spectural accel- 1sec:SD1 = (2/3)SM1 0.52
Height of building:H(ft):13
Structure type coefficient:Ct:0.02 x:0.75 (table 12.8-2)
Period upper limit coef:Cu = 1.4 if SD1 > 0.3 Cu:1.4
= 1.5 if .2<SD1<0.3
= 1.6 if .15<SD1<0.2
= 1.7 if SD1<0.15
Approximate period:Ta = Ct(H)^x Ta:0.136927 (section 12.8.2.1)
Building period:T = Cu*Ta T:0.191697 (section 12.8.2)
Zero period:To = .2(SD1 SDS)T0:0.087838 (section 11.4.5)
Short period:Ts = (SD1/SDS)Ts:0.439189
Spectural accleration:Sa = SDS(0.4+0.6T/T0) if T<T0 (section 11.4.5)
= SDS if T0<T<Ts
= (SD1/T) if Ts < T Sa:1.184
Seismic importance factor:IE = if (occupancy = "IV", 1.5,
if (occupancy = "III", 1.25, 1.0))
IE:1
Seismic response coefficient:Cs = SDS/(R/IE)CS:0.182154
CSMAX = SDS (R/IE*T) CSMAX:0.417325
CSMIN = MAX[0.01,0.58S1 (R/IE)]CSMIN 0.04
Cs = if(Cs<Csmin, Csmin,
if(Cs>Csmax, Csmax, Cs)Cs 0.182154
(continued)
Seismic design category :category= "D" (section 11.5 & 11.6)
Redundany factor :p= 1.3 (section 12.3.4.2)
Seismic factor :E= p*CS 0.2368
E *0.7 0.16576
1003 W. Richland Ave
Santa Ana, CA 92703
Kyle Rhee
2022.295
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
ASCE 7 Hazards Report
Address:
1003 Richland Ave
Santa Ana, California
92703
Standard:ASCE/SEI 7-22
Risk Category:II
Soil Class:D - Stiff Soil
Elevation:84.61 ft (NAVD 88)
Latitude:
Longitude:
33.738485
-117.8787
Page 1 of 4https://asce7hazardtool.online/Sat Jul 30 2022
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
PGA M : 0.65
SMS : 1.75
SM1 : 1.21
SDS : 1.16
SD1 : 0.8
T L : 8
SS : 1.48
S1 : 0.52
SDC :
VS30 : 260
Multi-Period Design Spectrum
S (g) vs T(s)a
Multi-Period MCE SpectrumR
S (g) vs T(s)a
Two-Period Design Spectrum
S (g) vs T(s)a
Two-Period MCE SpectrumR
S (g) vs T(s)a
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.
MCE Vertical Response SpectrumR
Vertical ground motion data has not yet been made
available by USGS.
Seismic
Site Soil Class:
Results:
Page 2 of 4https://asce7hazardtool.online/Sat Jul 30 2022
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
Lateral Analysis & Design
1) Floor & Wall Dead Load
Roof
Roof ea Length Height DL Area
(ft) (ft) (psf)ft2
Partition Wall 8
Roof 1 16 3500.00
Sum 24
Floor ea Length Height DL Area
(ft) (ft) (psf)ft2
Partition Wall 16
Floor 1 15 3500.00
31
2) Load Distribution
2-1)Seismic Load
For Shear wall , N-S Direction
Level Height Seismic Weight Area Total weight W*H Fx
ft Factor psf ft2 lbs psf
ROOF 16.00 0.16576 24.0 3500.00 84000 1344000 0.608 19388 5.54
2nd FLOOR 8.00 0.16576 31.0 3500.00 108500 868000 0.392 12521 3.58
Sum 0.16576 55 7000 192500 2212000.00 1.00 31908.80 9.12
Vbase = 31908.80 lb
For Diaphragm SSD =1.184
Level Height Weight Area Story weight Total weight Floor load Fx min Fx max Fx
ft psf ft2 lbs lbs lbs psf psf psf
ROOF 16.00 24.0 3500.00 84000 84000 19388 19891 39782 5.68
2nd FLOOR 8.00 31.0 3500.00 108500 192500 17985 25693 51386 7.34
Sum 55 7000.00 192500 37373
Fp min = 0.2.SSD.IP.wpx = 0.24 wpx
Fp max = 0.4.SSD.IP.wpx = 0.47 wpx
For Shear wall , E-W Direction
Level Height Seismic Weight Area Total weight W*H Fx
ft Factor psf ft2 lbs psf
Roof 16.00 0.16576 24.0 3500.00 84000 1344000 0.608 19388 5.54
2nd FLOOR 8.00 0.16576 31.0 3500.00 108500 868000 0.392 12521 3.58
Sum 0.16576 55 7000 192500 2212000.00 1.00 31908.80 9.12
Vbase = 31908.80 lb
For Diaphragm SSD =1.184
Level Height Weight Area Story weight Total weight Floor load Fx min Fx max Fx
ft psf ft2 lbs lbs lbs psf psf psf
ROOF 16.00 24.0 3500.00 84000 84000 19388 19891 39782 5.68
2nd FLOOR 8.00 31.0 3500.00 108500 192500 17985 25693 51386 7.34
Sum 55 7000.00 192500 37373
Fp min = 0.2.SSD.IP.wpx = 0.24 wpx
Fp max = 0.4.SSD.IP.wpx = 0.47 wpx
Floor load
lbs
Floor load
lbs
2nd FLOOR
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
3) Diaphragm Analysis & Design
ROOF
Line 1 2
Seismic for wall (psf)
Seismic for diaph (psf)
Width (ft)
Depth (ft)151.00 151.00
w(plf)
P 8364.38 8364.38
Diaph.(plf) 56.83 56.83
8.36 8.36
8.36 8.36
15/32" Plywood "CDX"
w/10d Common nails
@6/6/12 Unblocked.
ROOF
Line A A.9 A.9 B B C C D
Seismic for wall (psf)
Seismic for diaph (psf)
Width (ft)
Depth (ft)20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00
w(plf)
P 3492.09 3492.09 776.02 776.02 4074.11 4074.11 3336.89 3336.89
Diaph.(plf) 181.44 181.44 40.32 40.32 211.68 211.68 173.38 173.38
3.49 3.49 0.78 0.78 4.07 4.07 3.34 3.34
3.49 3.34
15/32" Plywood "CDX" 15/32" Plywood "CDX" 15/32" Plywood "CDX" 15/32" Plywood "CDX"
w/10d Common nails w/10d Common nails w/10d Common nails w/10d Common nails
@6/6/12 Unblocked. @6/6/12 Unblocked. @6/6/12 Unblocked. @6/6/12 Unblocked.
Diaph.
0.78 7.41
V(kip)
4.27
155.20 155.20 155.20 155.20
45.00 10.00 52.50 43.00
8.06 8.06 8.06 8.06
7.76 7.76 7.76 7.76
E-W E-W E-W
N-S
5.54
E-W
20.00
836.44
5.68
V(kip)
Diaph.
Page 1 of 2
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
2ND FLR
Line 1 2
Seismic for wall (psf)
Seismic for diaph (psf)
Width (ft)
Depth (ft)151.00 151.00
w(plf)
P 5401.99 5401.99
Diaph.(plf) 73.41 73.41
5.40 5.40
13.77 13.77
3/4" Plywood "CDX"
w/10d Common nails
@4/6/12 blocked.
2ND FLR
Line A A.9 A.9 B B C C D
Seismic for wall (psf)
Seismic for diaph (psf)
Width (ft)
Depth (ft)20.00 20.00 20.00 20.00 20.00 20.00 20.00 20.00
w(plf)
P 1609.87 1609.87 357.75 357.75 1878.18 1878.18 1538.32 1538.32
Diaph.(plf) 165.17 165.17 36.70 36.70 192.70 192.70 157.83 157.83
1.61 1.61 0.36 0.36 1.88 1.88 1.54 1.54
5.10 4.88
3/4" Plywood "CDX" 3/4" Plywood "CDX" 3/4" Plywood "CDX" 3/4" Plywood "CDX"
w/10d Common nails w/10d Common nails w/10d Common nails w/10d Common nails
@4/6/12 blocked. @4/6/12 blocked. @4/6/12 blocked. @4/6/12 blocked.
10.836.24 3.01
N-S
3.58
7.34
20.00
540.20
E-W E-W E-WE-W
3.58 3.58
7.34 7.34 7.34
3.58
45.00 10.00 43.00
Diaph.
V(kip)
3.58
7.34
52.50
71.5571.55 71.55
Diaph.
V(kip)
71.55
Page 2 of 2
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024
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1 2 A.
9 B
1003 W Richland Ave Units 18,
19, 20 & 21 - 101117246 &
7255-576/19/2024