HomeMy WebLinkAbout1003 W Richland Ave - Plan9/24/2024
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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.
(SEE REVISION SUMMARY TABLE.)
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.
3REVISION
9/24/2024
REVISION SUMMARY TABLE3REVISION
9/24/2024
1REVISION
8/20/2024
·Revised width of new opening in parking area.
·Window sizes have been revised.
·New windows have been added.
·Shower/tub combo revised to shower only.
·Added note stating that the entry doors shall be at the same level as
the floor of the living rooms.
·Switch door and window locations for Unit 20.
·Vent in parking area noted to be removed.
·Fire sprinkler box noted to be relocated.
·Note added stating that existing fire sprinkler heads to be lowered.
·Summary of revisions added to cover sheet.
·Screening is added for the backflow devices.
·Additional walkway and sidewalk dimensions added.
·Kitchen windows revised from single-hung windows to slider windows.
2REVISION
9/4/2024
3REVISION
9/24/2024
Revision to 101117246, 55-57 (issued on 6/18/24)
REV 1 #101122751
APPROVALS:
PLNG - C. Santana
BLDG - J. Lo
PUBLIC WORKS - Y. Soto
1003 W Richland
Ave5/8/2025
9/24/2024
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A-2
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SCALE: 1" = 8'
PROPERTY LINE 191.7'
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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
(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"
PLEASE NOTE: TO COMPLETE ANY WORK IN THE PUBLIC RIGHT OF WAY
(CONSTRUCT NEW WATER SERVICES AND INSTALL NEW WATER METERS),
STREET IMPROVEMENT PLANS WILL NEED TO BE SUBMITTED FOR REVIEW
TO THE PUBLIC WORKS DIVISION TO OBTAIN AN ENCROACHMENT PERMIT.
(N) BACKFLOW DEVICE LOCATIONS
Based on The City of Santa Ana Public Works' requirements, (2)-1” water services,
(2)-1” combination fire/domestic water meters, and (2)-backflow assemblies will need
to be installed to feed the 4 ADUs (one service, meter, and backflow for 2 units). The
services, meters, and backflows will need to be installed in accordance to the City’s
Standard Plan 1404.
The combination fire/domestic water meters will be installed by City staff once the
Public Works Inspector and Water Quality/Backflow Inspector confirm that the water
services have been constructed and backflows have been installed per the approved
street/public improvement plans.
INSTALL NEW BACKFLOW PREVENTION DEVICES PER CODE AND
MANUFACTURER'S INSTRUCTIONS (CONFIRM LOCATION WITH OWNER
BEFORE INSTALLATION).
(N) OPENING ON GROUND FLOOR
(5'-0" WIDE x 6'-8" HIGH). ALIGN
CENTERLINE OF (N) OPENING WITH
CENTERLINE OF (E) OPENING ON
OPPOSITE SIDE.
1REVISION
8/20/2024
3'-0"
5'-0"
PROVIDE MESH SCREEN FOR
BACKFLOW DEVICES PER OWNER.
3
REVISION
9/24/2024
3REVISION
9/24/2024
3REVISION
9/24/2024
1003 W Richland
Ave5/8/2025
9/24/2024
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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
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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.
1REVISION
8/20/2024
2REVISION
9/4/2024
1003 W Richland
Ave5/8/2025
9/24/2024
11
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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
E
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)
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.
(N) OPENING ON GROUND FLOOR
(5'-0" WIDE x 6'-8" HIGH). ALIGN
CENTERLINE OF (N) OPENING WITH
CENTERLINE OF (E) OPENING ON
OPPOSITE SIDE.
1REVISION
8/20/2024
2
REVISION
9/4/2024
(E) VENT TO BE
REMOVED PER OWNER.
(E) FIRE SPRINKLER BOX FOR
EMERGENCY OF FIRE TO BE
RELOCATED TO (N) LOCATION AS
SHOWN PER OWNER.
NOTE: (E) FIRE SPRINKLER HEADS TO BE LOWER
BY APPROXIMATELY 8 INCHES PER OWNER.
2REVISION
9/4/2024
2REVISION
9/4/2024
2REVISION
9/4/2024
1003 W Richland
Ave5/8/2025
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Date:
A-5
Enlarged
Proposed Floor
Plan
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
l
e
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r
(F
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24
"
M
i
n
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e
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r
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e
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g
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t
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 E
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
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
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
D
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
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.
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"
5'-0"4'-0"
E
F
G
(N) SLIDING WINDOW 4'-0"4'-0"
(N) SLIDING WINDOW 2'-0"1'-0"
2'-0"3'-0"
EEE
FFFFGGGG
NEW
WALK-IN
SHOWER
(TYP.)
NEW
WALK-IN
SHOWER
(TYP.)
1REVISION
8/20/2024
1
REVISION
8/20/2024
1
REVISION
8/20/2024
1
REVISION
8/20/2024
1REVISION
8/20/2024
1REVISION
8/20/2024
1REVISION
8/20/2024
D
A
TEMPERED
GLASS
2REVISION
9/4/2024
(N) SLIDING WINDOW3REVISION
9/24/2024
NOTE: THE BOTTOM EXPOSED EDGE OF THE BATHROOM
WINDOWS SHALL BE MORE THAN 60 INCHES MEASURED
VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
IN ADDITION, THE WINDOWS SHALL BE INSTALLED AT A
HEIGHT ACCORDING TO THE OWNER'S PREFERENCE.
4REVISION
3/27/2025
NOTE: THE BOTTOM EXPOSED EDGE OF THE BATHROOM
WINDOWS SHALL BE MORE THAN 60 INCHES MEASURED
VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
IN ADDITION, THE WINDOWS SHALL BE INSTALLED AT A
HEIGHT ACCORDING TO THE OWNER'S PREFERENCE.
4REVISION
3/27/2025
1003 W Richland
Ave5/8/2025
9/24/2024
11
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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.
A D D A D A
(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.
(N) OPENING ON GROUND FLOOR
(5'-0" WIDE x 6'-8" HIGH). ALIGN
CENTERLINE OF (N) OPENING WITH
CENTERLINE OF (E) OPENING ON
OPPOSITE SIDE.
E E E E
1REVISION
8/20/2024
1REVISION
8/20/2024
NOTE: ENTRY DOORS SHALL BE AT THE SAME
LEVEL AS THE FLOOR OF THE LIVING ROOMS.
1REVISION
8/20/2024
2REVISION
9/4/2024
D A
1003 W Richland
Ave5/8/2025
9/24/2024
11
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West Elevation &
East Elevation
DR
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Date:
A-8
EAST ELEVATION
SCALE: 3/16" = 1'
WEST ELEVATION
SCALE: 3/16" = 1'
D D D EAAA
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) 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.
(N) OPENING ON GROUND FLOOR
(5'-0" WIDE x 6'-8" HIGH). ALIGN
CENTERLINE OF (N) OPENING WITH
CENTERLINE OF (E) OPENING ON
OPPOSITE SIDE.
(N) OPENING ON GROUND FLOOR
(5'-0" WIDE x 6'-8" HIGH). ALIGN
CENTERLINE OF (N) OPENING WITH
CENTERLINE OF (E) OPENING ON
OPPOSITE SIDE.
EEE
1REVISION
8/20/2024
1REVISION
8/20/2024
F F F FGGGG
1REVISION
8/20/2024
1REVISION
8/20/2024
DA
2REVISION
9/4/2024
3REVISION
9/24/2024
3REVISION
9/24/2024
3REVISION
9/24/2024
PROVIDE MESH SCREEN FOR
BACKFLOW DEVICES PER OWNER.
1003 W Richland
Ave5/8/2025
1003 W Richland
Ave5/8/2025
1003 W Richland
Ave5/8/2025
1003 W Richland
Ave5/8/2025
9/24/2024
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.
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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).
1REVISION
8/20/2024
1REVISION
8/20/2024
1REVISION
8/20/2024
1REVISION
8/20/2024
2REVISION
9/4/2024
S
1003 W Richland
Ave5/8/2025
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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- Project No. 2022.295
JJaann 1144,, 22002244
1003 W Richland
Ave5/8/2025
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
Ave5/8/2025
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
Ave5/8/2025
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
Ave5/8/2025
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
Ave5/8/2025
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
Ave5/8/2025
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
Ave5/8/2025
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
Ave5/8/2025
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
Ave5/8/2025
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
Ave5/8/2025
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RE
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r
1003 W Richland
Ave5/8/2025