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Project Address
2429 W Hood Ave
Unit #2,
Santa Ana, CA 92704
Applicant & Contractor
Abodu, Inc.
Billy Shondy
billy@abodu.com
323 286 7122
Owner
Kathy Brown
Site Information
Lot Size: 8092 SQ FT
Existing Structure Size: Main Home at 1014 SQ FT
Proposed Structure Size: Proposed ADU at 500 SQ FT
Existing Lot Coverage: 13%
Proposed Lot Coverage: 19%
Zoning: R-1
ADU does not have eaves or projections.
ADU is ALL-ELECTRIC.
No gas work is included as part of scope. Existing slope is relatively flat.
The ADU sf / SFD sf ratio is for Park & Rec fee purpose only. The applicant is
responsible for the given SFR of the existing primary residence; Building Safety
staff are not responsible for the accuracy of the given SFR.
--- ADU Size: 495 SQ FT
--- Existing SFD Size: 1014 SQ FT
--- Ratio: 0.19
Fire Sprinklers not included. Main home does not contain fire sprinklers.
Flood Zone: X
Mechanical, electrical and plumbing are not part of this plan review and approval.
MEP are subject to building field inspection.
General
G.001 General Information
G.001.1 Site, Landscape, and Grading Plan
G.001.2 Display Board
G.001.3 Drainage Plan
G.010 T24 Energy Analysis CZ8
Architectural
A.100 Foundation Plan
A.101 Floor and Roof Plan
A.200 Exterior Elevations
A.300 Sections
A.500 Exterior Details
A.601 Schedules
A.602 1-Hr Fire-Rated Detail
A.SW.100 4x4 Decks
A.SW.112 Deck Piers
Structural
S-1.1 Structural Title Sheet
S-1.2 Structural Specifications
S-2.1 Foundation Plan and Details
S-2.2 Modular Roof Plan and Framing Plan Details
Electrical
E1.1 Electrical Legends, Notes
E2.1 Electrical Plans
Mechanical/Plumbing
M1.1 Mechanical Legends, Notes
M2.1 Mechanical Plans
M3.1 Mechanical Diagrams
The scope is for a 500 sq. ft. detached all-electric Accessory
Dwelling Unit (ADU) that is HCD (California Department of
Housing and Community Development) approved and
inspected as a part of the Factory-Built Housing ADU program.
The ADU is to be fully completed in Factory and installed on a
Concrete t-footing foundation and connected to site utilities.
Main home will not be altered as part of this scope of work.
Scope of Work
, 1-story
Bldg# 101116409
Issued 12/12/23
APPROVALS:
PLNG - FArias
BLDG - JLo
POLICE - BMartin
2429 W Hood Ave #2 -
10111640912/12/2023
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
GRADING PERMIT
REQUIREMENTS FOR
DETACHED ADU PROJECTS
PCC-15
REV: 09/03/2020 Page 1 of 1
A grading permit is required for all new detached buildings including new detached Accessory
Dwelling Unit (ADU) projects. Grading plans prepared and stamped by a registered professional
engineer shall be submitted for approval prior to issuance of the building permit, and shall be
required to be submitted before or concurrently with the architectural plans submittal to the
Building Safety Division.
Grading Permit Exemption: Residential detached Accessory Dwelling Unit (ADU) projects that
meet all of the following may be exempted from grading permit requirements:
1. The maximum amount of soil being moved is less than 50 cubic yards. The soil quantities
shall be calculated by a California registered professional civil engineer
2. A site drainage plan prepared by a California registered professional civil engineer shall
be provided with the following minimum information, but not limited to:
a. Plan(s) shall be stamped, signed and dated by a California registered civil engineer
b. Location of all existing and proposed structures, property lines, right-of-way lines,
and easements, including dimensions and setbacks
c. Drainage slopes and flow patterns
d. Drainage system such as swales, french drains, water collection and disposal
system, etc.
e. Drainage plan shall indicate how the site grading or drainage system will manage
all surface water flows to be diverted away from buildings and adjoining property
lines, in accordance with all applicable codes
f. The grade shall fall not fewer than 6 inches within the first 10 feet from the
foundation wall. Where lot lines, walls, slopes or other physical barriers prohibit 6
inches of fall within 10 feet, drains, or swales shall be constructed to ensure
drainage away from the structure. Impervious surfaces within 10 feet of the building
foundation shall be sloped not less than 2 percent away from the building.
3. A final certification letter from the professional engineer of record stating that the grades
were constructed per the approved site drainage plan, shall be submitted to the building
inspector prior to final inspection
4. The “Detached ADU Grading Permit Exemption Checklist” shall be completed by the
California registered professional civil engineer and shall be made a part of the building
plans.
5. The site drainage plan and the completed checklist shall be required at the time of
architectural plans submittal as part of the building plans package.
The building official reserves the right to require a grading plan based on site conditions. This
grading permit exemption does not apply to projects in the FEMA Flood Zone.
2429 W Hood Ave #2 -
10111640912/12/2023
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
DETACHED ADU -
GRADING PERMIT EXEMPTION
CHECKLIST
PCC-16
REV: 11/10/2020 Page 1 of 1
THIS FORM SHALL BE COMPLETED BY A CALIFORNIA REGISTERED CIVIL ENGINEER.
Instructions: In order to qualify for the grading permit exemption for detached Accessory
Dwelling Unit (ADU) projects per handout PCC-15, the registered civil engineer of record shall
complete all sections, check all boxes and sign the certification section below. A copy of this
checklist shall be attached to each of TWO sets of plans. If answering NO to any of the
questions, a grading plan and permit shall be required.
Project Address:
Yes No
1. ☐ ☐ I have verified that the project address is NOT located on a FEMA designated
flood zone (Zone A or AE).
2. ☐ ☐ I have provided two sets of site drainage plans that is stamped, signed and
dated by a California professional civil engineer, to be submitted with the
building submittal package.
3. ☐ ☐ I have calculated the total amount of soil being cut or filled on this project is less
than 50 cubic yards.
4. ☐ ☐
The site drainage plans include the following, but not limited to, location of all
existing and proposed structures, property lines, right-of-way lines, and
easements, including dimensions and setbacks; drainage slopes and flow
patterns, drainage systems such as swales, french drains, water collection
and disposal systems, etc.
5. ☐ ☐ I have designed drainage such that surface water flows away from buildings and
adjoining property lines, in accordance with all applicable codes.
6. ☐ ☐ I have designed grading such that it will not adversely affect the adjoining
properties.
7. ☐ ☐
I have designed the grade to fall not fewer than 6 inches within the first 10 feet
from the foundation walls except where lot lines, walls, slopes or other physical
barriers prohibit 6 inches of fall within 10 feet, I have designed drains or swales
to ensure drainage away from the buildings. Any impervious surfaces within 10
feet of the building foundation are sloped not less than 2 percent away from the
building.
8. ☐ ☐ I will provide a final certification letter stating that the grades were constructed
per the approved site drainage plan, and will submit this certification letter to the
building inspector prior to final inspection.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name: Signature:
Licensed Number: Date:
Phone Number: Email Address:
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
MOD Roof Framing Layout
Job No.:Ashley Vance&
E N N E EG I NI GR NI C.,
RFI/SKS:
Date:
001
MM.DD.YY
1
1
2
2
3
34
4
A A
BB
BEDROOM
BATHROOM
KITCHEN
LIVING ROOM
MODULAR ROOF FRAMING PLAN
RB 1
RB 2
Abodu One
2429 W. Hood Ave.
Santa Ana, CALIFORNIA
201601
Page 1.1 of 1.52429 W Hood Ave #2 -
10111640912/12/2023
Ashley&Vance
E N G I N E E R I N G , I N C
Job:201601 - Abodu One Modular - Abodu Beam/Joist Input Data
Description:D LR L S SDS =1.400
1r = 1 ft of roof trib Roof 15 20 0 40 psf ΩO =2.5
2f = 2 ft of floor trib Floor 15 0 40 0 psf
3g = 3 ft of garage trib Garage 0 0 0 0 psf
4d = 4 ft of deck trib Deck 0 0 0 0 psf
5w = 5 ft of wall trib Wall 10 0 0 0 psf
ROOF BEAMS adVanceBeam 2.0
Trib LR L S
(ft) L/Xa(ft) Lu/Xb(ft)(plf) (plf) (plf) (plf)............RB 1 7.0 r 105 140 0 280
0.0 f 0 0 0 0 Force Loc(ft)%Max
0.0 g 0 0 0 0 Bending 8.4kft 20.5 62%
0.0 d 0 0 0 0 Shear -3,523#20.500001 48%
0.0 w 0 0 0 0
Spans Loc(ft)M(k*ft)Rmin Rmax
1 11.5 1.0 105 140 0 280 Simple Span Roller 1 0 ---312# 1,955#
2 9.0 1.0 105 140 0 280 Simple Span Roller 2 12 --- 591# 4,168#
3 15.5 1.0 105 140 0 280 Simple Span Roller 3 21 0 941# 5,944#
Roller 4 36 0 403# 2,488#
Additional Loads
DEFLECTIONS l / x Defl(in)Loc(ft)%Max
--- 0.61 28.77 ---
L 360 794 0.23 28.77 45%
E|W|S 360 416 0.45 28.77 87%
D+L 240 472 0.39 28.77 51%...........RB 2 3.0 r 45 60 0 120
0.0 f 0 0 0 0 Force Loc(ft)%Max
0.0 g 0 0 0 0 Bending -1.8kft 4.5 26%
0.0 d 0 0 0 0 Shear -788#0 22%
1.0 w 10 0 0 0
Spans Loc(ft)M(k*ft)Rmin Rmax
1 9.0 1.0 55 60 0 120 Simple Span Roller 1 0 ---
Roller 2 9 --- 149# 788#
Additional Loads
DEFLECTIONS l / x Defl(in)Loc(ft)%Max
--- 0.10 4.5 ---
L 360 3049 0.04 4.5 12%
E|W|S 360 1525 0.07 4.5 24%
D+L 240 1591 0.07 4.5 15%...........
SPAN INFO Span/Load
Type
BEAM DESIGN
(2)-1 3/4" x 9 1/2" LVL
(1)-1 3/4" x 9 1/2" LVL
REACTIONS
Max(ASD)
Skip Loading Considered
REACTIONS
Max(ASD)
Page 1.2 of 1.52429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
2429 W Hood Ave #2 -
10111640912/12/2023
Foundation Layout
Job No.:Ashley Vance&
E N N E EG I NI GR NI C.,
RFI/SKS:
Date:
001
MM.DD.YY
1
1
2
2
3
34
4
A A
BB
F 1
P 1
Abodu One
California
201601
Page 3.1 of 3.32429 W Hood Ave #2 -
10111640912/12/2023
Ashley&Vance
E N G I N E E R I N G , I N C
Job:201601 - Abodu Modular - Abodu
Footing Width Calculation F1
Description DL LL
of Variables:5r = 5 ft of roof trib Roof 0 40 psf
4f = 4 ft of floor trib Floor 0 0 psf
3g = 3 ft of garage trib Garage 0 0 psf
2d = 2 ft of deck trib Deck 0 0 psf
w = wall above and/or self wt.Wall 0 0 psf
Conventional Footing Design Parameters:
Allowable Bearing Pressure 1500 psf
FT TRIB Wdl Wll
(ft) (plf)(plf)
F1 7.5 r 0 300
7.0 f 0 0
0.0 g 0 0
0.0 d 0 0
10.0 w 0 0
TL 0 300
tot 300 plf
Try Footing Width, w = 15 inches
qbear 240 psf
qallow 1500 psf
qallow/qbear 6.25 Footing OK
t o t
q al l
w
Page 3.2 of 3.32429 W Hood Ave #2 -
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Ashley&Vance
E N G I N E E R I N G , I N C P1
Job:201601 - Abodu One Modular - Abodu
Point Load on Footing Calculation
Reactions on Footing D L E W
Pt Load from FB 2 1.0 2.3 --kips
Total 1.0 2.3 0.0 0.0 kips
U =5.0 kips
Required Strength:ASD:P =3.4 kips
U = 1.2D + 1.6L P = D + L
U = 1.2D + 1.6L + 0.5W P = D + 0.6W P = D + 0.75[L+0.6W]
U = 1.2D + 1.6W + 0.5L P = D + 0.7E P = D + 0.75[L+0.7E]
U = 1.2D + 1.0E + 1.0L
Conventional Footing Design Parameters:
Allowable Bearing Pressure 1500 psf
Seismic or Wind Loading?N --->1500 psf Calculated Bearing Pressure
Footing Width 15 inches
Areq 2.2 ft2
Lreq 1.8 ft
Model Foundation as Fixed/Fixed Member
Eqn. 1: Mu = PL/8
Mu =1.1 k-ft
Steel Reinforcing Design:
Steel Depth 15 in
Bar size (#)4 bar
# of bars 1
øMn = 13.1 kip-ft (Design Cap.)
Mu=1.1 kip-ft (From Eqn. 1)
øMn/Mu =11.8 OK
Therefore use 15 inch x 18 inch footing, with (1) #4 bar top and bottom. See Details.
Ptot
L
M r M rr
q al l
w
P
Page 3.3 of 3.32429 W Hood Ave #2 -
10111640912/12/2023
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 to Total Resulting Stories: Area Added in Past 2 Years
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
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler
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 *(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
*(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
(PR400-402) Fire Sprinkler
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
*(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
*(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
*(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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LAWN DRIVEWAY LAWN
WALL LINE
ROOF LINE
WALL LINE
ROOF LINE
WALL LINE
ROOF LINE
WA
L
L
L
I
N
E
RO
O
F
L
I
N
E
WA
L
L
L
I
N
E
RO
O
F
L
I
N
E
WALL LINE
ROOF LINE
SHED 1
BUILDING
LAWN
SI
D
E
W
A
L
K
PR
O
P
E
R
T
Y
L
I
N
E
EX
I
S
T
I
N
G
F
E
N
C
E
EX
I
S
T
I
N
G
F
E
N
C
E
PR
O
P
E
R
T
Y
L
I
N
E
FRONT PROPERTY LINE
EXISTING FENCE
REAR PROPERTY LINE
EXISTING FENCE
53'-6"
20'-
4
"
10
5
'
-
7
"
67'
11
8
'
-
7
"
W H O O D A V E N U E
S
S
U
L
L
I
V
A
N
S
T
R
E
E
T
50'-5"8'-10"
7'-8"
35
'
-
1
1
"
55
'
-
8
"
27
'
SITE PLAN SUMMARY:
FIRE WALLS: 3, Rear, Right and Left Wall
150' FARTHEST CORNER TO CURB? NO,
corner exceeds 150' to curb (156')
DEMO: NONE
TREES: REMOVE bushes
PLANNING ADVISES THAT A BOUNDARY
SURVEY BE CONDUCTED EARLY IN THE
PROCESS TO VERIFY ACTUAL DISTANCES TO
THE MAIN HOME AND PROPERTY LINES.
AC
ABODU ONE
1BDRM
495 SQ. FT.
14'-9"
5'
16'-5"
38
'
-
1
"
EJECTOR PUMP TO BE INSTALLED
WHERE GRAVITY CANNOT BE ACHIEVED
WATER CONNECTION ELECTRICAL CONNECTION
UPGRADING PANEL TO 200 AMP
SEWER CONNECTION
(E) CLEANOUT
FI
R
E
-
R
A
T
E
D
W
A
L
L
FI
R
E
-
R
A
T
E
D
W
A
L
L
FIRE-RATED WALL
TOTAL LOT AREA
BUILDING FOOTPRINT = 1,155.33 SQ.FT APPROX.
= 7,899.34 SQ.FT
SHED 1 = 57.01 SQ.FT APPROX.
SHED 2 = 71.27 SQ.FT APPROX.
SCALE BAR 18":1'0"
0 5 10 20151 2 3 4
N
Address:
Parcel ID:Owner:Drawn by: Date:
Address:
Parcel ID:Owner:Drawn by: Date:
Address:
Parcel ID:Owner:Drawn by: Date:
CHRISTIAN SANTACANA407-111-36 VJL 02-21-2023
2429 W HOOD AVE, SANTA ANA, ORANGE, CA 92704
1/8" : 1'0
SITE PLAN
-
1
LANDSCAPING NOTES
No NEW landscaping is included as part of this scope of work.
Existing landscaping within property as marked and limited to lawn grass
and short trees. Image of rear yard provided to the right for reference.
Project Information
Lot Size: 8092 SQ FT
Existing Structure Size: Main Home at 1014 SQ FT
Proposed Structure Size: Proposed ADU at 500 SQ FT
Existing Lot Coverage: 13%
Proposed Lot Coverage: 19%
Zoning: R-1
ADU does not have eaves or projections.
ADU is ALL-ELECTRIC. No gas work is included as part of scope.
Existing slope is relatively flat.
Project Address
2429 W Hood Ave,
Santa Ana, CA 92704
Applicant & Contractor
Abodu, Inc.
Billy Shondy
billy@abodu.com
323 286 7122
Owner
Kathy Brown
G.001.1
Site, Landscape,
and Grading Plan
Fire Hydrant
Short Grass
Rose Bushes
Small
Banana
Tree
Short Grass
Existing 5' PUE Easement.
ADU would be located
outside of easement.
Utility Trenching Paths
Proposed path of
travel from Sullivan
Street. Homeowner
would construct fence
(under 7 feet tall)
under a separate
scope of work, with an
access door located
approximately here.
Proposed secondary
path of travel to ADU.
Bushes
FROM 100 AMP
Stairs & Landing
(Refer to Sheet A.SW.100 & A.SW.112)
GRADING
Light blue arrows represent drainage arrows and
routing. Minimal grading would be provided to collect
storm-water runoff on site and divert water away from
foundation and adjacent properties. Surface water
would sheet flow from roof onto drainage routes. No
gutters and downspouts are included.
Minimal excavation is required to construct the
foundation. Please refer to Detail 1 in Sheet S-2.1
(Foundation Details) for more information. Foundation
would be a perimeter foundation with a crawl space.
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Real life model of our Abodu One model.
This unit is factory-built and approved by State HCD.
Diagonal gable roof in
black composite shingle.
Horizontal lap siding in
Artic White.
Rendering of proposed detached ADU
G.001.2
Display Board
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PUBLIC WORKS AGENCY
REERENCESREISIONS
℄
Δ
G.001.3
Drainage Plan
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OK. Structural calculations updated with
revised details to match details in this
sheet. See new version of, "8. Structural
Calculations" in Project Dox.
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