HomeMy WebLinkAbout1927 & 1929 S Hickory St - PlanSS
SS
SS
SS
SS
SS
SS
SS
WL
WL
WL
WL
WL
WL
WL
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
SS
SS
SS
SS
SS
SS
SS
SS
WL
WL
WL
WL
WL
WL
WL
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
G
WL
WL
WL
SS
SS
WL WLWL
SS SSSS
G GG
EL ELEL
S. HICKORY ST.S. HICKORY ST.
47.00'47.00'PROPERTY LINEPROPERTY LINE
10
8
.
0
0
'
10
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
10
8
.
0
0
'
10
8
.
0
0
'
10
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
10
8
.
0
0
'
1929 S HICKORY ST., SANTA ANA, CA
(E) SINGLE-FAMILY DWELLING
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
10
8
'
-
0
"
47' - 0"
5' - 0"
WM
(E) WATER METER
(E) SEWER
LATERAL
(E)
GRASS
(E) GRASS
G
(E) UNDERGROUND
GAS METER
(E
)
F
R
O
N
T
S
E
T
B
A
C
K
80
'
-
6
"
(E) ELECTRIC
PANEL
(E) SHED TO BE
REMOVED
46.00'46.00'
47.00'47.00' PROPERTY LINEPROPERTY LINE 46.00'46.00'
(E) MULCH
SIDEWALK
7'
-
6
"
4' - 0"
15' - 0"
31
'
-
6
"
UNPERMITTED WORK
LA
N
D
S
C
A
P
E
20
'
-
0
"
UNPERMITTED
FENCE,
REPLACE &
BUILD NEW
FENCE
7
A2
S. HICKORY ST.S. HICKORY ST.
47.00'47.00'PROPERTY LINEPROPERTY LINE
10
8
.
0
0
'
10
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
10
8
.
0
0
'
10
8
.
0
0
'
10
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
10
8
.
0
0
'
1929 S HICKORY ST., SANTA ANA, CA
12
'
-
0
"
(N
)
A
D
U
F
R
O
N
T
S
E
T
B
A
C
K
20
'
-
0
"
23' - 0"
SIDE SETBACK
4' - 0"
(E) SINGLE-FAMILY DWELLING
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
10
8
'
-
0
"
47' - 0"
5' - 0"
WM
(E) ELECTRIC
PANEL TO BE
CONVERTED TO (N)
SUBPANEL FOR
PRIMARY HOUSE
(E) WATER METER
(E) SEWER
LATERAL
(E)
GRASS
(E) GRASS
G
(E) UNDERGROUND
GAS METER
(E
)
F
R
O
N
T
S
E
T
B
A
C
K
80
'
-
6
"
SEWER
TIE IN
2%
FIRE SEPARATION DISTANCE LINE
5%
1927 S HICKORY ST
(N) ACCESSORY
DWELLING UNIT
715 SF
6'
-
0
"
6'
-
0
"
(N) 200 AMP
DUAL METER
PANEL
(N) GARAGE
256 SF
46.00'46.00'
47.00'47.00'PROPERTY LINEPROPERTY LINE 46.00'46.00'
(E) MULCH
SIDEWALK
17
'
-
0
"
7'
-
6
"
43
'
-
6
"
2%
2%
5%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
16' - 11"
20' - 0"
5
A5
5%
5%
23' - 0"
5' - 0"
LA
N
D
S
C
A
P
E
12' - 0"
R
1
4
'
-
4
1
3
/
1
6
"
R 18'
- 0"
R 36
'
- 0"
CAR TURNING PATH
UNPERMITTED
FENCE,
REPLACE &
BUILD NEW
FENCE
7
A2
G
WM
MAIN PANEL LOCATION
GAS METER
WATER METER
WATER LINE
SEWER LINE
SITE LEGEND
PROPERTY LINE
BUILDING LINE
(E) GRASS
CONCRETE
ROOF HATCH
GAS LINE
ELECTRICAL LINE
FIRE SEPARATION
DISTANCE LINE
EXISTING TREE
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A1
PROJECT
DATA & SITE
PLAN
07/09/2024
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
1929 & 1927 S HICKORY ST., SANTA ANA, CA 92707SCOPE OF WORK:
1. DEMOLISH EXISTING SHED (UNPERMITTED WORK)
2. CONSTRUCT A DETACHED ACCESSORY DWELLING UNIT - 1040 SF, 2 BED, 2 BATH, & WITH 276SF 1-CAR GARAGE
AND A 12SF PORCH
DATA:
OWNER/S : ALAN CHEN
PARCEL NUMBER : 949-742-1598
LOT SIZE : 4968 SF
ZONE : R1
CONTACT NUMBER : 714-715-1453
EMAIL ADDRESS : alansgc@gmail.com
TYPE OF CONSTRUCTION ; V-B
OCCUPANCY : R-3
VHFHSZ : NO
FLOOD ZONE : X
THIS PROJECT SHALL COMPLY WITH THE:
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
(CGBSC)
2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS
(CEES)
2022 CALIFORNIA BUILDING CODE (CBC)
CODE REQUIREMENTS:
THERE SHALL BE NO TRENCHES OR
EXCAVATIONS 5 FEET OR MORE INDEPTH
INTO WHICH A PERSON IS REQUIRED TO
DESCEND OR OBTAINPERMIT FROM STATE
OF CALIFORNIA, DIVISION OF
OCCUPATIONALSAFETY AND HEALTH
(CAL/OSHA). THIS PERMIT AND ANY OTHER
SAFETYPERMIT SHALL BE OBTAINED PRIOR
TO COMMENCE OF ANY WORK.
CAL/OSHA NOTE:
1.
2.
3.
a.
b.
c.
65% OF NONHAZARDOUS CONSTRUCTION AND
DEMOLITIONDEBRIS SHALL BE SALVAGED, RECYCLED,
AND/OR RESUSED.
BUILDING MATERIALS WITH VISIBLE SIGNS OF
WATERDAMAGAE SHALL NOTE BE INSTALLED.WALL AND
FLOOR FRAMING SHALL NOT BE ENCLOSED WHENTHE
FRAMING MEMEBERS EXCEED19% MOISTURE CONTENT.
INSULATION PRODUCTS WHICH AREVISIBLY WET OR HAVE
HIGH MOISTURE CONTENT SHALL BEREPLACED OR
ALLOWED TO DRY PRIOR TO ENCLOSURE INWALLOR
FLOOR CAVITIES (CGBSC 4.505.3)
PROJECTS, WHICH DISTURB LESS THAN 1-ACRE OR SOILD
ANDARE NOT PART OF LARGER DEVELOPMENTS THAT
DISTURBMORE THAN 1-ACRE, SHALL MANAGE STORM
WATER DRAINAGEDURING CONSTRUCTION. THE
FOLLOWING MEASURES MAY BEIMPLEMENTED TO
PREVENT FLOODING OF ADJACENTPROPERTIES,
PREVENT EROSION, AND RETAIN SOIL RUNOFF ONTHE
SITE:
WHERE STORM WATER IS CONVEYED TO A PUBLIC
DRAINAGESYSTEM, COLLECTION POINT, GUTTER, OR
SIMILAR DISPOSALMETHOD, WATER SHALL BE
FILTERED BY US OF A BARRIERSYSTEM, WATTLE, OR
OTHER METHOD APPROVED BY THEENFORCING
AGENCY.
COMPLIANCE WITH A LAWFULLY ENACTED STORM
WATERMANAGEMENT ORDINANCE
RETENTION BASINS OF SUFFICIENT SIZE SHALL BE
UTILIZEDTO RETAIN STORM WATER ON THE SITE.
CALGREEN NOTES:
SHEET INDEX
NO. SHEET SHEET NAME
1 A1 PROJECT DATA & SITE PLAN
2 A2 EXISTING HOUSE
3 A3 PROPOSED ADU FLOOR & ROOF PLAN
4 A4 PROPOSED ELECTRICAL PLAN
5 A5 ADU ELEVATIONS & SECTION
6 A6 EROSION & SEDIMENT CONTROL PLAN
7 A7 EXISTING & PROPOSED CONTOUR MAP
8 A8 SINGLE FAMILY RESIDENTIAL MANDATORY
REQUIREMENTS
9 A9 FRAME BACKING FOR FUTURE GRAB BAR
INSTALLATIONS
10 A10 FLOOR AREA RATIO
11 AD.1 ARCHITECTURAL DETAILS
12 AD.2 ARCHITECTURAL DETAILS
13 CG.1 CAL. GREEN REQUIREMENTS
14 CG.2 CAL GREEN REQUIREMENTS
15 S-1 FOUNDATION PLAN
16 S-2 FRAMING PLAN (ADU)
17 SD1 STRUCTURAL DETAILS
18 T24 T24
1.
2.
3.
4.
5.
6.
7.
PLANNING CLEARANCE REQUIRED
FOR OVERHEADSERVICE LINE.
“PV IS A DEFERRED APPROVAL AND
BUILDING CANNOTBE OCCUPIED UNTIL
PV IS APPROVED BY CITY.”
NEW ADU SHALL MATCH EXISTING
RESIDENCE ARCHITECTURALSTYLE,
BUILDING MATERIALS, WINDOW STYLE,
WINDOW FRAMES,ROOFING STYLE, ALL
MATERIALS AND DESIGN.
RECOMPACT 4’ OVEREXCAVATION
PRIOR TO TRENCHING FOR THE
UTILITY AND/ORFOUNDATION. 90%
COMPACTION REPORT IS REQUIRED
AT THE TIME OF
FOUNDATIONINSPECTION. DAMP
PROOFING, BASE COURSE AND PRE-
SATURATION ARE REQUIRED.
PROVIDE 5” SLAB ON GRADE
REINFORCED WITH #4 AT 18” ON
CENTERS EACH WAYOVER 4” BASE
OF ½” OR LARGER CLEAN
AGGREGATE WITH 10 MIL VAPOR
RETARDER INDIRECT CONTACT WITH
CONCRETE. SLAB SHALL BE TIED-IN
TO CONTINUOUS 12” WIDEX 24” (MINIMUM
EMBEDMENT INTO FIRM SOIL)
FOUNDATION.
CONTINUOUS FOUNDATION MUST BE
REINFORCED WITH 2 #5 (OR 3 #4) TOP
ANDBOTTOM.
ALL CONCRETE SHALL BE FC’=4,500
PSI (MINIMUM) WITH TYPE V
CEMENTMAXIMUM WATER CEMENT
RATIO OF 0.45. NO SPECIAL
INSPECTION REQUIRED IFCONCRETE
TRUCK MIX TICKET IS PROVIDED.
GENERAL NOTES:
JOB LOCATION
SUBJECT PROPERTY IS 0.2 MILES TO THE NEAREST BUS STOP
AREA LIVING (SF) GARAGE (SF) PORCH (SF) BEDROOM BATHROOM ON-STE PARKING
EXISTING 880 0 30 3 1 400
(N) ADU 715 256 12 2 2
TOTAL (EXISTING + ADU) 1595 256 42 5 3 400
LOT COVERAGE 2293
LOT SIZE 4968
% OF LOT COVERAGE 46.16%
NOT TO SCALE
PROJECT
LOCATION
SCALE: 1/8" = 1'-0"
1 EXISTING SITE PLAN
SCALE: 1/8" = 1'-0"
2 PROPOSED SITE PLAN
EXISTING + ADU + GARAGE + PORCH + ON-SITE PARKING
N N
DIG ALERT (811) TO BE
CONTACTED AND THAT
COMPLIANCE WITH
EXCAVATION SAFETY IN
ACCORDANCE WITH THE
GOVERNMENT CODE 4216 WILL
BE FOLLOWED PRIOR TO ANY
EXCAVATION TAKING PLACE.
PER THE 2022 CALIFORNIA ENERGY CODE, SECTION 150.1(C)14,
ALL NEWLY CONSTRUCTEDNSINGLE FAMILY RESIDENTIAL
BUILDINGS INCLUDING NEW DETACHED ACCESSORY DWELLING
UNITS (ADU'S) SHALL HAVE A NEWLY INSTALLED SOLAR
PHOTOVOLTAIC (PV) SYSTEM.
EXCEPTIONEXCEPTION : PER EXCEPTION 2 OF CALIFORNIA ENERGY CODE,
SECTION 150.1(C)14, A PHOTOVOLTAIC (PV) SYSTEM IS NOT
REQUIRED WHEN THE MINIMUM REQUIRED SIZE OF THE PV
SYSTEM IS LESS THAN 1.8kW. THEREFORE, A PHOTOVOLTAIC (PV)
SYSTEM IS NOT REQUIRED FOR A SINGLE-FAMILY RESIDENTIAL
BUILDING OR AN ADU WITH A FLOOR AREA OF 733 SF OR LESS.
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
D
A
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
715 256SF
12/10/2024
Bldg #102121149-50
APPROVALS:
PLNG - H. Jacinto
BLDG - G. Huang
POLICE - B. Martin
PUBLIC WORKS - B. Sarlak
1927 & 1929 S
Hickory St2/12/2025
REF
SD
SD SD
CM
11
22
LIVING KITCHEN
BEDROOM 1BEDROOM 2
12
'
-
5
"
5'
-
5
"
13
'
-
4
"
13
'
-
8
"
5'
-
0
"
12
'
-
5
"
GARAGE
CH: 9'-0"CH: 9'-0"CH: 9'-0"CH: 9'-0"
BATH 1BATH 2
CH: 9'-0"CH: 9'-0"CH: 9'-0"CH: 9'-0"
CL
O
.
CL
O
.
CLOTHCLOTH
W/DW/D
2' - 4"20' - 8"
12
'
-
5
"
12
'
-
5
"
23' - 0"
AC
4'
-
0
"
3' - 0"
31
'
-
1
"
CH: 9'-0"CH: 9'-0"CH: 9'-0"CH: 9'-0"
31
'
-
1
"
43
'
-
6
"
43
'
-
6
"
12
'
-
0
"
20' - 0"AREA TABULATION
AREA MARK AREA NAME
1
2
COMMON LIVING AREA
BEDROOM AREA
DIMENSION
12' 5" X 20' 0"
13' 8" X 23' 0"
SQUARE FOOTAGE
287.12 SF
316.24 SF
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A10
FLOOR AREA
RATIO
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
SCALE: 1/4" = 1'-0"1 FLOOR AREA RATIO
1927 & 1929 S
Hickory St2/12/2025
4"
/
1
2
"
4"
/
1
2
"
4" / 12"4" / 12"
BEDROOM 2BEDROOM 2
BEDROOM 1BEDROOM 1
BATHBATH BEDROOM 3BEDROOM 3
LIVINGLIVINGKITCHENKITCHEN
PORCHPORCH
STUCCO
E1
EXISTING ASPHALT
SHINGLES
E1E1
STUCCO
E2E1
STUCCO
E1 E2 E1
EXISTING ASPHALT
SHINGLES
STUCCO
3'
-
0
"
0' - 4"0' - 4"0' - 4"
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A2
EXISTING
HOUSE
04/10/2024
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
SCALE: 1/4" = 1'-0"1 EXISTING ROOF PLAN
SCALE: 1/4" = 1'-0"2 EXISTING FLOOR PLAN
SCALE: 1/4" = 1'-0"3 EXISTING WEST ELEVATION
N
N
SCALE: 1/4" = 1'-0"5 EXISTING SOUTH ELEVATION
SCALE: 1/4" = 1'-0"4 EXISTING EAST ELEVATION
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
TAG QTY OPERATION WIDTH HEIGHT
E1 6 SLIDING 60"48"
E2 2 SLIDING 36"36"
WINDOW SCHEDULE
SCALE: 1/4" = 1'-0"6 EXISTING NORTH ELEVATION
SCALE: 1/4" = 1'-0"7 FENCE ELEVATION
1927 & 1929 S
Hickory St2/12/2025
REF
SD
SD SD
CM
ATTIC VENT CALCULATION
AREA VENTILATED
1000.5 SF
RATE REQ. VENTS:
150 960.5 SQ.IN
TYPE
O'HAGING VENT
QTY.AREA PER UNIT
9 120 SQ.IN
TOTAL AREA PROVIDED
1080 SQ.IN
14"x18" GABLE END VENT 0 110 SQ.IN 0 SQ.IN
24"x12" DORMER VENT 0 100 SQ.IN 0 SQ.IN
2.5" SCREENED 3-HOLE VENTS 0 15 SQ.IN 0 SQ.IN
5.5"x14.5" SOFFIT VENTS 0 65 SQ.IN 0 SQ.IN
TOTAL VENTILATION PROVIDED 1080 SQ.IN
D5D5
D4 D4
D4
D4
D6
D2
D1
W2 W2
W3
W1
D3
W4W4
W4
D1
WH
AC
4'
-
0
"
3' - 0"
B-B
A5
A-A
A5
01
06
02
12
10 09 05
15
13
06
02
12
14
03
11 11
04
07
08
1'
-
0
"
3'
-
0
"
1'
-
0
"
2' - 0"5' - 0"2' - 11"2' - 11"5' - 0"2' - 0"
1'
-
3
"
3'
-
0
"
1'
-
2
"
3'
-
0
"
1'
-
0
"
5'
-
0
"
1'
-
3
"
2'
-
0
"
8'
-
0
"
2'
-
5
"
4'
-
9
"
3'
-
0
"
4'
-
9
"
2' - 6"
8' - 0"1' - 6"
9' - 8"9' - 2"
2' - 6"
2'
-
5
"
2'
-
5
"
31
'
-
1
"
CH: 9'-0"CH: 9'-0"CH: 9'-0"CH: 9'-0"
1-HOUR FIRE RESISTIVE
CONSTRUCTION BETWEEN GARAGE
AND DWELLING CONTINOUS FROM
FOUNDATION TO ROOF SHEATING
31
'
-
1
"
43
'
-
6
"
43
'
-
6
"
36"X80" (N) SOLID CORE -
SELF CLOSING-1HR
11' - 7"11' - 7"
12
'
-
0
"
20' - 0"
TEMP
TEMP
EGRESS EGRESS
TEMP
8
AD.2
4" / 12"
4" / 12"
4"
/
1
2
"
1' - 0"
1' - 0"
NOTE: TO MATCH EXISTING
PRIMARY HOUSE ROOFING
1'
-
0
"
5
A3
LEGEND
O'HAGING VENT
BUILDING LINE
SLOPE
4" / 12"
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A3
PROPOSED
ADU FLOOR &
ROOF PLAN
04/10/2024
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
DOOR SCHEDULE
TAG DOOR TYPE OPERATION WIDTH HEIGHT QTY
D1 SOLID SWINGING 3' - 0"6' - 8"2
D2 GARAGE DOOR ROLL-UP 8' - 0"7' - 0"1
D3 SOLID SELF CLOSING 1 HR FIRE RATED 3' - 0"6' - 8"1
D4 <varies>SWINGING 2' - 6"6' - 8"5
D5 CLOSET SLIDING 5' - 0"6' - 8"2
D6 CLOSET BIFOLD 4' - 0"6' - 8"1
N
1.
2.
3.
THE ATTIC ACCESS SHALL BE A MINIMUM OF 22" X 30". A THIRTY-INCH MINIMUM
CLEAR HEAD ROOM SHALL BEPROVIDED ABOVE THE ATTIC ACCESS. ATTIC
ACCESS SHALL BE LOCATED AT A READILY ACCESSIBLE LOCATION
MECHANICAL VENTILATION IS NOT LESS THAN 6 AIR CHANGES PER HOUR TYPE.
THE POINT OF DISCHARGE OFEXHAUST AIR SHALL BE AT LEAST 3 FEET FROM
ANY OPENING INTO THE BUILDING. THE EXHAUST VENT SHALL BEEQUIPPED WITH
BACK-DRAFT DAMPER TO COMPLY WITH ENERGY REGULATIONS.
PROVIDE OUTDOOR COMBUSTION AIR OPENINGS FOR THE MECHANICAL CLOSET
WITH THE 2 PERMANENT OPENINGSMETHOD PER CMC SECTION 701.4.1. ONE
OPENING SHALL COMMENCE WITHIN12 INCHES OF THE TOP AND THE
OTHERCOMMENCING WITHIN 12 INCHES OF THE BOTTOM OF THE ENCLOSURE
VENTILATION NOTES:
A.
B.
C.
PROVIDE NO LESS THAN 30% UPPER VENTS.
BE INSTALLED ON VERTICAL ATTIC SURFACES AND GABLE ENDS.
WHEN INSTALLED IN ENCLOSED RAFTER SPACES A MINIMUM AIR SPACE OF 1"
MUST BE PROVIDED AND VENTILATIONBE PROVIDED AT UPPER AND LOWER END
OF EVERY RAFTER BARRIER.
RADIANT BARRIER INSTALLATION SHALL
COMPLY WITH THE FOLLOWING:
1.
2.
3.
4.
5.
6.
7.
SAFETY OR TEMPERED GLAZING REQUIRED IN THE FOLLOWING LOCATIONS:
GLAZING IN ENCLOSURES FOR OR WALLFACING HOT TUBS, WHIRLPOOLS, BATHTUBS
AND SHOWERS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60INCHES
MEASURED VERTICALLY AVOVE A STANDING OR WALKING SURFACE (CRC R308.4)
CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT GYPSUM OR
FIBER-REINFORCED GYPSUMBACKERS SHALL USED AS A BASE FOR WALL TILE IN
TUB AND SHOWER AREAS AND WALL AND CEILING PANELS INSHOWER AREAS.
(R702.4.2 CRC)
SHOWERS AND TUB-SHOWER COMBINATION VALVES SHALL BE EQUIPPED WITH A
MEANS TO LIMIT THE MAXIMUMSETTING OF THE VALVE TO 120 DEGREES F (CPC
408.3)
NEW ADU SHALL MATCH EXISTING RESIDENCE ARCHITECTURALSTYLE, BUILDING
MATERIALS, WINDOW STYLE, WINDOW FRAMES,ROOFING STYLE, ALL MATERIALS AND
DESIGN.
VENT OPENINGS SHALL BE PROVIDED WITH CORROSION-RESISTANT WIRE MESH WITH
1/16" MINIMUM TO 1/4" MAXIMUMOPENINGS. A MINIMUM OF A 1-INCH AIRSPACE MUST
BE MAINTAINED BETWEEN THE INSULATION AND THE ROOF SHEATHING ATTHE
LOCATIONS OF THE VENTS. [CRC R806]
BATHROOM EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT, DUCTED TO
TERMINATE OUTSIDE THEBUILDING, AND CONTROLLED BY A HUMIDISTAT CAPABLE
OF BEING ADJUSTED BETWEEN THE RELATIVE HUMIDITYRANGE OF 50 TO 80
PERCENT. [CGBC 4.506]
WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL TO 72
INCHES ABOVE DRAIN AT SHOWERSOR TUB WITH SHOWERS. MATERIALS OTHER
THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT. [CRCR307.2]
NOTES:SCALE: 1/4" = 1'-0"1 PROPOSED FLOOR PLAN
SCALE: 1/4" = 1'-0"2 PROPOSED ROOF PLAN N
KEYNOTESKEYNOTES
01 DRYER; A) PROVIDE 4" DIA. SMOOTH METAL DUCT FOR DRYER EXHAUST EXTENDING TO
OUTSIDE W/ BACK DRAFT DAMPER (36" MIN. AWAY FROM OPENING). ;B) MAX. VENT DUCT
LENGTH OF 14'. ;C) DOOR AT LAUNDRY ROOM MUST BE LOUVERED TO ALLOW DRYERS TO
HAVE SUFFICIENT MAKE-UP AIR.;D) THE SPECIFICATION WILL BE ON A DEFERRED SUBMITTAL.
:E) THE DRYER MOISTURE EXHAUST DUCT TO BE METAL OR MOISTURE RATED PVC WITH A
SMOOTH INTERIOR SURFACE W/O SCREWS.
02 MINIMUM SHOWER SIZE 1,024 SQ. IN. WITH NO LESS THAN 30" IN ANY DIRECTION (MUST
ENCOMPASS A 30" CIRCLE). SHOWER DOORMIN. 22" WIDE, TEMPERED. WATER CLOSET MUST BE
CENTERED IN A 30" CLEAR SPACE AND MUST HAVE A 24" CLEAR IN FRONT. FLOORS AND
WALL SHALL BE FINISHED WITH A NONABSORBENT SURFACE, SUCH WALL SURFAVES SHALL
EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR.
03 22" x 30" ATTIC ACCESS, WITH 30-INCHES MINIMUM CLEAR UNOBSTRUCTED HEADROOM ABOVE
THE CEILING. (CRC R807).
04 EXTERIOR LANDING AT THE EXTERIOR DOOR SHALL BE A MAXIMUM OF 7-3/4" BELOW THE TOP
OF THE THRESHOLD, PROVIDED THE DOOR DOES NOT SWING OVER THE LANDING OR FLOOR.
05 NO DISHWASHING MACHINE SHALL BE DIRECTLY CONNECTED TO A DRAINAGE SYSTEM OR
FOOD WASTE DISPOSER WITHOUT THE USE OF AN APPROVED DISHWASHER AIR GAP FITTING ON
THE DISCHARGE SIDE OF THE DISHWASHING MACHINE. LISTED AIR GAPS SHALL BE INSTALLED
WITH THE FLOOD-LEVEL (Fl0 MARKING AT/ ABOVE THE FLOOD LEVEL OF THE SINK OR DRAIN
BOARD, WHICHEVER IS HIGHER. CPC SEC.807.3
06 CONTINUOUS REINFORCING BACKING FOR FUTURE GRAB BARS. CRC SECTION R327.1.1 ;A)
REINFORCEMENT SHALL BE A MINIMUM OF 2X8 SOLID LUMBER AND SHALL BE LOCATED
BETWEEN 32 INCHES AND 39-1/4 INCHES ABOVE THE FINISHED FLOOR FLUSH WITH THE WALL
FRAMING. ;B) WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF
THE FIXTURE, OR ONE SIDE WALL AND THE BACK WALL. EXEMPTION #1: WHERE THE WATER
CLOSET IS NOT PLACED ADJACENT TO A SIDE WALL CAPABLE OF ACCOMMODATING A GRAB
BAR, THE BATHROOM SHALL HAVE PROVISIONS FOR INSTALLATION OF FLOOR -MOUNTED
FOLDAWAY OR SIMILAR ALTERNATE GRAB BAR REINFORCEMENTS APPROVED BY THE
ENFORCING AGENCY.; C) INFORMATION AND/ OR DRAWINGS IDENTIFYING THE LOCATION OF
GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE OPERATION AND MAINTENANCE
MANUAL IN ACCORDANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS CODE.
CHAPTER 4. DIVISION 4.4 CRC SECTION R3271.1.1.; D) SHOWER REINFORCEMENT SHALL BE
CONTINUOUS WHERE FRAMING IS PROVIDED.; D) REINFORCEMENT SHALL NOT BE REQUIRED IN
WALL FRAMING FOR PRE-FABRICATED SHOWER ENCLOSURES AND BATHTUB WALL PANELS WITH
INTEGRAL FACTORY-INSTALLED GRAB BARS OR WHEN FACTORY-INSTALLED REINFORCEMENT
FOR GRAB BARS IS PROVIDED. EXCEPTION #2. ;E) SHOWER ENCLOSURES THAT DO NOT
PERMIT INSTALLATION OF REINFORCEMENT AND/ OR GRAB BARS SHALL BE PERMITTED,
PROVIDED REINFORCEMENTS FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN
ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY. EXCEPTION #3.
07 AIRCONDITIONER OUTDOOR UNIT
08 50-GAL ELECTRIC HEAT PUMP WATER HEATER WITH PRESSURE WATER RELIEF VALVE WITH
DRAIN OUTSIDE WATER HEATER. CPC 504.6. SE DETAIL 1 2/AD.1.ELECTRIC WATER HEATER,
SPECIFICATIONS PER ENERGY DOCUMENTATION
09 LOCAL EXHAUST VENTILATION HOOD, MIN. 100 CFM
10 REFRIGERATOR SPACE W/ COLD WATER STUB-OUT FOR ICEMAKER (VERIFY SIZE W/ MNFR)
11 30" x 60" TUB/SHOWER W/ CURTAIN ROD, IMPERVIOUS SURROUND ON 3 WALLS +7'-0" (MIN. 72").
12 LAVATORY SINK [CPC TABLE 422.1] [PENETRATIONS IN WALL LINE (I) SHALL COMPLY WITH CRC
R302.4]
13 KITCHEN CABINET LAYOUT BY OWNER/CONTRACTOR
14 ELECTRIC PANEL
15 KITCHEN SINK W/ GARBAGE DISPOSAL (SEE CALGREEN SHEET FOR MAX FLOW RATE)
WINDOW SCHEDULE
TAG QTY TYPE/OPERATION MATERIAL WIDTH HEIGHT
HEAD
HEIGHT
W1 1 SLIDING VINYL FRAME W/ LOW E-DOUBLE PANE GLASS
(TEMPERED)
5' - 0"4' - 0"6' - 8"
W2 2 SLIDING VINYL FRAME W/ LOW E-DOUBLE PANE GLASS
(TEMPERED)
3' - 0"1' - 0"6' - 8"
W3 1 SLIDING VINYL FRAME W/ LOW E-DOUBLE PANE GLASS3' - 0"3' - 0"6' - 8"
W4 3 SLIDING VINYL FRAME W/ LOW E-DOUBLE PANE GLASS5' - 0"4' - 0"6' - 8"
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
3
A5
1
A5
4
A5
14
'
-
3
"
4'
-
7
"
9'
-
0
"
0'
-
8
"
HALLHALL LIVINGLIVING GARAGEGARAGE
SLAB ON GRADE
R-10 INSULATION
1/2" GYPSUM
BOARD
R-30 INSULATION
R-0 INSULATION
R-15 INSULATION
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
ASPHALT SHINGLE CLASS "A" OVER #30 FELT.
OWENSCRONIGN ROOFING ASPHALT ESR # 1372.
INSTALLATIONOF ROOFING SHALL BE IN ACCORDANCE
WITHMANUFACTURER'S SPECIFICATIONS (TYP.)RIDGE BEAM STRUCTURAL
5
A5
1
A5
2
A5
R-10 INSULATION
1/2" GYPSUM
BOARD
R-30 INSULATION
3
A5
14
'
-
3
"
9'
-
0
"
4'
-
7
"
0'
-
8
"
LIVINGLIVINGKITCHENKITCHEN
1-HR FIRE
RATED
WALL R-15 INSULATION
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
3
A5
5
A5
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30
FELT. OWENSCRONIGN ROOFING ASPHALT ESR # 1372.
INSTALLATIONOF ROOFING SHALL BE IN ACCORDANCE
WITHMANUFACTURER'S SPECIFICATIONS (TYP.)
TOP OF WINDOW
STUCCO TYP.
14
'
-
3
"
4'
-
7
"
9'
-
0
"
0'
-
8
"
2'
-
4
"
6'
-
8
"
1-HR FIRE RATED WALL
SI
L
L
H
E
I
G
H
T
40
"
SI
L
L
H
E
I
G
H
T
40
"
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
3
A5
3
A5
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30
FELT. OWENSCRONIGN ROOFING ASPHALT ESR # 1372.
INSTALLATIONOF ROOFING SHALL BE IN ACCORDANCE
WITHMANUFACTURER'S SPECIFICATIONS (TYP.)
STUCCO TYP.
14
'
-
3
"
4'
-
7
"
9'
-
0
"
0'
-
8
"
TOP OF WINDOW2'
-
4
"
6'
-
8
"
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
3
A5
3
A5
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30
FELT. OWENSCRONIGN ROOFING ASPHALT ESR # 1372.
INSTALLATIONOF ROOFING SHALL BE IN ACCORDANCE
WITHMANUFACTURER'S SPECIFICATIONS (TYP.)
STUCCO TYP.
14
'
-
3
"
4'
-
7
"
9'
-
0
"
0'
-
8
"
TOP OF WINDOW2'
-
4
"
6'
-
8
"
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
TOP OF WINDOW
6'
-
8
"
5
A5
3
A5
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30
FELT. OWENSCRONIGN ROOFING ASPHALT ESR # 1372.
INSTALLATIONOF ROOFING SHALL BE IN ACCORDANCE
WITHMANUFACTURER'S SPECIFICATIONS (TYP.)
STUCCO TYP.
14
'
-
3
"
0'
-
8
"
9'
-
0
"
4'
-
7
"
6'
-
8
"
2'
-
4
"
AC OUTSIDE UNIT
1-HR FIRE
RATED
WALL
INTERIOR FINISH
2X WALL STUDS
SILL PLATE,
PRESSURE TREATED
CONC. SLAB
10 ML POLY
VAPOR DIFFUSION
RETARDER IS
EXTENDED UNDER
FOOTING
4" THICK BASE OF
1/2" OR LARGER
CLEAN AGGREGATE
R-15 INSULATION
PLYWOOD
SHEATHING PER
STRUCT. MIN 5/8"
CDX
EXTERIOR FINISH
26 GAGE WEEP
SCREED
2"
M
I
N
AT
P
A
V
E
D
6"
M
I
N
8"
M
I
N
FINISH
GRADE
CONTINUOU RIDGE VENT
24 GA. RIDGE
FLASHING
UNDERLAYMENT W/ 12"
MIN. OVERLAP
RIDGE BOARD, SEE
STRUCTURAL SHEETS
ROOF RAFTER, SEE
STRUCTURAL SHEETS
INSULATION (IF
REQUIRED)
ASPHALT SHINGLE,
LAND MARK, ICC-ES-
ESR-1389 & ESR-3537
ROOF
UNDERLAYMENT
ROOF
SHEATHING
NOTE:
PROVIDE EITHER 1" MINIMUM CLEARANCE BETWEEN
INSULATION AND ROOF SHEATHING OR USE
INSULATION BAFFLE FOR RAFTER SPACE
VENTILATION
ROOF RAFTER, SEE
STRUCTURAL SHEETS
ROOFING
2 LAYERS 30# FELT
OVER PLYWOOD
SHEATHING
2x BLOCK
ROOF FASCIA
EXTERIOR FINISH
INSULATION
2x CEILING JOIST
DBL TOP PLATE
2X WALL STUDS
3/
4
"
T
Y
P
.
NON-BRG. WALL
1X OVER
2X PLATE
3/
4
"
T
Y
P
.
TRUSS WHERE
OCCURS PER PLAN
SIMPSON "DTC" @
48" OC MAX.
2X BLK'G. @
48" O.C. W/ (3)
16d'S @ EA.
END
JOIST OR TRUSS
BOTT. CHORD
RAFTER
CEILING JOIST
7/8" STUCCO
UNDER EAVE
NO EAVE
VENTS
PERMITTED
7/8" STUCCO
INSULATION PER PLAN
2x4 STUD WALL
5/8" TYPE "X"
GYPSUM BOARD SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A5
ADU
ELEVATIONS &
SECTION
04/10/2024
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
1.
A.
B.
C.
2.
ALL EXTERIOR WALL ASSEMBLIES SHALL INCLUDE:
TWO LAYERS OF GRADE D OR 60 MINUTE GRADE D PAPER
APPLIED OVER ALL WOOD BASE SHEATHING. (CRC R703.7.3 &
R703.2).
A MINIMUM 0.019 INCH (NO. 26 GALVANIZED SHEET GAGE)
CORROSION-RESISTANT WEEP SCREED. (CRC 703.1.1 & R703.7.2.1)
THE SCREED SHALL BE INSTALLED WITH THE WEEP OPENINGS
LOCATED A MINIMUM 1 INCH BELOW FOUNDATION PLATE LINE AND
4INCHES ABOVE FINISH GRADE OR 2-INCHES ABOVE PAVED
AREAS.(CRC R703.1.1 & R703.7.2.1)
-ASPHALT ROOF SHINGLES "WEATHER WATCH" ICE &WATER SHIELD AS
30# FELT PAPER MANUFACTURED BYGAF OR EQUAL. INSTALL AS PER
MANUFACTURER'SSPECIFICATIONS 1/2" OSB PLYWOOD SHEATHING
( TOMATCH WITHIN EXISTING ROOF/ MATERIAL % COLOR), TYP.OWENS
CORNING ROOFING ASPHALT ESR # 1372.CRRC PRODUCT ID #
0890-0013
EXTERIOR
CONSTRUCTION ASSEMBLY
PLASTER WEEP SCREED NTS 1RIDGE DETAIL NTS 2EAVE DETAIL NTS 3NON-BEARING WALL DETAIL NTS 4FIRE-RATED EAVE DETAIL NTS 5
SCALE: 1/4" = 1'-0"6 SECTION B-B
SCALE: 1/4" = 1'-0"3 SECTION A-A
SCALE: 1/4" = 1'-0"1 WEST ELEVATION
SCALE: 1/4" = 1'-0"5 NORTH ELEVATION
SCALE: 1/4" = 1'-0"4 SOUTH ELEVATION
SCALE: 1/4" = 1'-0"2 EAST ELEVATION
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A8
SINGLE FAMILY
RESIDENTIAL
MANDATORY
REQUIREMENTS
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A9
FRAME
BACKING FOR
FUTURE GRAB
BAR
INSTALLATIONS
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
SOLID BACKING
HEADER
ROUGH
OPENING
JAMB
SILL
SILL
FLASHING
HEADER
JAMB
SILL
ROUGH
OPENING
2"
CONTINUOUS BEAD
OF SEALANT UNDER
NAILING FLANGE.
HEAD FLASHING
WINDOW FRAMING
OR SIMILAR
OPENING
LINE OF NAILING FLANGE
BUILDING PAPER
TYP.
WINDOW FRAME
OR SIMILAR OPENING
CUT AWAY EXCESS
BLDG. PAPER AT
OPENING
4"
M
I
N
.
BUILDING PAPER UNDER
SILL STRIP
STEP 4:
STEP 3:
STEP 2:
STEP 1:
· ATTACH SILL STRIP OF 9"
WIDE VYCOR V40 WEATHER
BARRIER STRIP WITH TOP EDGE
EVEN WITH THE TOP OF THE
ROUGH SILL.
· PROVIDE SOLID BACKING AT
ALL AREAS WHERE FLASHING
MATERIAL LAPPING WILL
OCCUR.
· EXTEND THIS STRIP AT LEAST
11" BEYOND THE EDGE OF THE
ROUGH OPENING.
· ATTACH FLASHING MATERIAL
WITH GALVANIZED ROOFING
NAILS OR CORROSION-
RESISTANT STAPLES.
· ATTACH JAMB STRIPS OF 9"
WIDE MOISTOP FLASHING
MATERIAL WITH INSIDE EDGE
EVEN WITH THE JAMB OF THE
ROUGH OPENING.
· START JAMB STRIPS 2"
BELOW SILL STRIP AND EXTEND
4" ABOVE LOWER EDGE OF
HEADER.
· APPLY A CONTINUOUS BEAD OF
SEALANT TO THE BACK OF THE
FRAME NAILING FLANGE
· PLACE AND SECURE FRAME INTO
ROUGH OPENING WITH FLANGES
OVER THE INSTALLED JAMB AND
SILL MOISTOP FLASHING MATERIAL.
· APPLY AN ADDITIONAL LAYER OF
9" WIDE VICOR V40 WEATHER OVER
THE JAMB NAILING FLANGE.
· ATTACH 9" WIDE VYCOR V40
WEATHER BARRIER STRIP OVER THE
HEAD FLANGE. EXTEND THIS STRIP
2" BEYOND THE OUTER EDGE OF
THE JAMB FLASHING MATERIAL.
-STARTING FROM THE BASE OF THE WALL, APPLY BUILDING PAPER UNDER THE SILL STRIP AND CUT
ANY EXCESS BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL AND BETWEEN THE JAMBS OF THE
OPENING.
-APPLY THE NEXT COURSE OF BUILDING PAPER (BUTTING TO THE FRAME OPENING) OVER THE JAMB
FLASHING MATERIAL.
-APPLY SUCCEEDING LAYERS OF BUILDING PAPER IN SHINGLE BOARD FASHION UP THE WALL,
LAPPING COURSES A MINIMUM OF 6".
1.SECTION 1402 OF THE 2019 EDITION OF THE U.B.C. STATES "EXTERIOR OPENINGS
EXPOSED TO THE WEATHER SHALL BE FLASHED IN A MANNER AS TO MAKE THEM WEATHERPROOF."
THE PROCEDURE ABOVE IS RECOMMENDED TO ACHIEVE THIS INTENT FOR THE FLASHING OF WALL
OPENINGS TO INCLUDE BUT NOT LIMITED TO: WINDOWS, DOORS, VENTS, ETC.
2.ALL MATERIALS SHALL BE IN STRICT CONFORMANCE WITH U.B.C. STANDARD 14-1
3.APPLICATION OF FINISH MATERIALS OVER FLASHING MATERIALS SHOWN SHALL BE AS
SPECIFIED BY CODE REQUIREMENTS, MANUFACTURER'S INSTRUCTIONS AND THE BEST PRACTICES
OF THE TRADE.
4.ADDITIONAL MATERIALS, ie. METAL HEAD FLASHING, ELASTOMERIC SHEET WATERPROOFING
ETC. MAY OCCUR, DEPENDING ON THE SPECIFIC FINISH MATERIALS BEING USED. REFER TO
INDIVIDUAL DETAILS FOR ADDITIONAL INFORMATION.
NOTES:
4"
4"
4"
4"
4"
3"
4"
4"
4"
4"G.S.M.
3/
8
"
G.S.M. FLASHING FLANGE
SOLDER ALL SEAMS
SLOPE TOP 1/8" PER/ 12"
G.S.M. FLASHING COLLAR,
SEE SPECIFIC APPLICATION
DETAIL FOR FURTHER INFO.
FLASHING FIN AT WOOD
MEMBERS, SEE SPECIFIC
APPLICATION DETAIL
RECTANGULARRECTANGULAR
DRIP / INTERLOCKDRIP / INTERLOCK
G.S.M. FLASHING FLANGE
SOLDER ALL SEAMS
G.S.M. FLASHING COLLAR,
SEE SPECIFIC APPLICATION
DETAIL FOR FURTHER INFO.
ROUNDROUND
SEE PLANS FOR SPECIFIC
PENETRATION SIZE
26 GA 1-PIECE GSM
PAN FLASHING
SOLDIER ALL
JOINTS
ISOMETRIC
(PARTIAL)
WEATHERSHIP
BASE
ADJUSTABLE ALUM.
CLAD THRESHOLD
ONE-PIECE SOLDIERED
SHEET MTL. PAN
FLASHING
2x PTDF SLEEPER
(ATTACH PER S.D.)
1x2 CEDAR
TRIM
SEE 1/AD. 1 FOR
ADDITIONAL FLASHING
INFO.
HARDSCAPE SLAB
SLOPE4"
U
O
N
BUILDING SLAB
3/
8
"
-
3
/
4
"
FINISH FLR.
DR. FRAME
BEYOND
DOOR
6"
4"
V.I.F.
2"
M
I
N
.
1/
2
"
PRESSURE RELIEF VALVE/
DRAIN ENDS OUTSIDE
=6" FROM GRD.
SOLID BLOCKING.
5/8" GYPSUM BOARD1/4" x 3" MIN. LAG SCREW
INTO LEDGER W/
2x4 WOOD LEDGER
WASHER
3/4"x24 GAUGE
PERFORATED STEEL
PLUMBERS TAPE
MIN.
1"
6"
MIN
.
HOT COLD
T&P
VALVE2x4 WOOD LEDGER
OVERFLOW
WATERTIGHT
PAN W/ 1"
DRAIN TO
PREVENT
LEAKAGE
FU
L
L
H
E
I
G
H
T
SEISMIC BRACE
SEISMIC BRACE
WATER
HEATER
4 "
UP
P
E
R
1
/
3
LO
W
E
R
1
/
3
18
"
MI
N
.
PLATFORM.
MUST SUPPORT
WATER HEATER
ON ITS OWN FEET
FINISH FLOOR
GAS
MIN. CLR.
PROVIDE 2 STRAPS THE
UPPER 1/3 AND LOWER 1/3
OF THE WATER HEATER
OVERALL HEIGHT. PER CPC
510.5
GYPSUM BOARD,
1" MIN. THK.
1/4"X5" MIN. LAG SCREW
INTO STUDS W/ WASHER.
4"
ELASTOMERIC SHEET
WATERPROOFING EXTEND AS NOTED
SLOPE METAL FLASHING WITH
DRIP EXTEND 4" MIN ABOVE CEDAR
WOOD TRIM PER ELEVATION
WINDOW FRAME
WINDOW FRAME
SEALANT
WOOD TRIM PER
ELEVATION
ELASTOMERIC SHEET
WATERPROOFING EXTEND
AS NOTED
DBL 2x SILL
2x BLOCKING OMIT
AT PLYWD. SHEARWALL
GYP. BD.
GYP. BD.
HEADER PER PLAN
HEAD
SILL
0'
-
6
"
WALL SHEATHING
PER PLAN, TYP.
2X4 DF#2 @
16 TYP. OC
2X SILL DF#2
P.T.D.F. SILL PLATE
W/ ANCHOR BOLTS PER
AB SCHEDULE
S.S.D.
ONE POUR 12" MAT SLAB
S.S.D.
NATURAL UNDISTURBED
GRADE
#4 @ 18" O.C.E.W.
S.S.D.
HORIZONTAL SIDING WOOD
OVER WATER-RESISTIVE
BARRIER INSTALLED PER
[R703.5.3]
WOOD SIDING OPTIONWOOD SIDING OPTION
EXTERIOR PLASTER (STUCCO)
OVER CORROSION-RESISTANT
LATH OVER
(2) LAYERS OF WATER-
RESISTIVE BARRIER
INSTALLED PER [R703.7]
STUCCO OPTIONSTUCCO OPTION
CORROSION RESISTANT
WEEP SCREED [R703.7.2.1]
2X PRESSURE TREATED
SILL PLATE0'
-
8
"
1'
-
0
"
WARM AIR FURNACES INSTALLED IN ATTICS OR FURRED SPACES SHALL BE INSTALLED AS PER
UMC 307.3 AND SHALL INCLUDE THE FOLLOWING:
1. A MINIMUM 30"X30" ACCESS (20 FEET MAXIMUM FROM FURNACE)
2.CONTINUOUS SOLID FLOORING (5/8" CDX OR EQ.) 24" MIN. WIDE FROM ACCESS TO
FURNACE
3.A LEVEL WORKING PLATFORM 30" MIN. IN DEPTH ALONG THE ENTIRE FIREBOX SIDE OF
FURNACE
4. A PERMANENT 110V ELECTRICAL OUTLET AND LIGHTING FIXTURE LOCATED AT OR NEAR
FURNACE LIGHTING FIXTURE TO BE CONTROLLED BY A SWITCH LOCATED AT ACCESS.
5.THE FAU SHALL BE LISTED FOR INSTALLATION IN ATTICS AND ON COMBUSTIBLE
FLOORING. CLEARANCES SHALL BE AS PER MANUFACTURER'S SPECIFICATIONS AND PER
UBC 304.
22" M
I
N
30" M
I
N
30"
24" 24"
4
1
2
4
3
5
NOTE: TRUSS DESIGN
BY TRUSS MFR.
SEE DET. 12/ADI FOR
ADDITIONAL INFO.
NOTE: VERIFY LENGTH OF PLATFORM W/ HVAC CONTRACTOR
SEE DETAIL 12/AD I FOR ADDITIONAL REQUIREMENTS PER UMC 319
1.FRAMING SPAN O/ MIN. 3 TRUSSES, S.S.D.
2.3/4" PLYWD.
3.3/8" GYPSUM BD. AT CEILING
F.A.U.
30" X 30" CLR.
ACCESS AREA
FAU CONTROLS
5'-0" MIN.
SEE PLAN
10" CLR.
MIN.
3
1
2
PROVIDE POSITIVE ELECTRICAL
DISCONNECT (SEE SECT. NEC 503)
LIGHT OVER CONTROLS (SECT. 309 ASO
REQUIRES CONVENIENCE OUTLET
(RECEPTACLE) WITHIN 25' OF EQUIP..)
24" WIDE SOLID FLOORING ACCESS WAY
RELATED CODES SECTIONS: UMC 307.3 CENTRAL WARM AIR FURNACES INSTALLED IN THE
ATTIC MUST BE ACCESSIBLE FOR ROUTINE INSPECTION AND MAINTENANCE BY THE OWNER,
OCCUPANT AND FOR SERVICE AND REPAIR AS NEEDED. CHANGING FILTERS, LUBRICATING
MOTOR AND FAN BEARINGS, CHECKING BELT TENSIONS AND RELIGHTING THE PILOT FOLLOWING
A SERFICE INTERRUPTION ARE NORMAL OWNER FUNCTIONS. ADEQUATE LIGHT, AND ELECTRICAL
OUTLET, SAFE ACCESS WAY AND SUFFICIENT WORKING SPACE ON THE CONTROL SIDE ALL
ENCOURAGE AND FACILITATE MAINTENANCE AND ENABLE RAPID EGRESS IN AN EMERGENCY.
ACCESS OPENING MIN.
22"X30" OR DIMENSION
OF APPLIANCE
LIGHT
SWITCH
20'-0"
MAX.
WARM AIR
FURNACE
WORKING SPACE AT CONTROLS
MAX
20'-0"
--
MI
N
.
C
L
R
.
30
"
-
MIN
.
0' -
6
"
2' - 6"
HOUSE-R3
1/2" GYPCO. BD. AT
INTERIOR OF HOUSE
2X4 (MIN) STUDS AT
16" O.C. (FIRE WALL)
5/8" TYPE "X" GYP.
BD. O/ 2X4 FRAME
(FRAME PANEL ON
FOUR SIDES)
5/8" TYPE "X" GYP.BD.
O/ INT. OF GARAGE,
TYP. ELECTRIC SUB-
PANEL
GARAGE - UI
AT GARAGE WALL
HOUSE - R35/8" TYPE "X"
GYP. BD. AT
1-HOUR OCC.
SEP. WALL, W.O.
2X4 (MIN.)
STUBS AT
16" O.C.
(FIRE WALL)
1/2" GYP. BD.
O/ 2X4 FLAT
FRAME WALL
(FRAME PANEL
ON FOUR
SIDES)
ELECTRIC
SUB-PANEL
HOUSE - R3
AT INTERIOR WALL
ELECTRICAL
SUB-PANEL
ELEVATION
1'
-
0
"
2'
-
6
"
5'
-
4
"
(
N
T
S
)
3
'
-
7
"
-
CE
I
L
I
N
G
H
T
.
P
E
R
P
L
A
N
-
TO.S.
SCALE: 1" = 1'-0"1 FLASHING AT OPENINGS
SCALE: 1" = 1'-0"2 TYPICAL PENETRATION FLASHING
SCALE: 1" = 1'-0"3 INSWINGING DOOR SILL AT SLAB
SCALE: 1" = 1'-0"4 WATER HEATER SEISMIC BRACE
SCALE: 1" = 1'-0"6 TYPICAL HEAD & SILL DETAIL
SCALE: 1" = 1'-0"7 EXTERIOR WALL FOOTING
SCALE: 1" = 1'-0"9 ACCESS FURNACE AT ATTIC
SCALE: 1" = 1'-0"10 FAU PLATFORM
SCALE: 3/16" = 1'-0"8 FURNACE AT ATTIC
SCALE: 3/4" = 1'-0"5 ELECTRICAL SUB-PANEL
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
AD.1
ARCHITECTURAL
DETAILS
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
PLYWOOD SHEATHING, SSD
LAP UNDERLAYMENT MIN.
6" AT RIDGE W/ I CONT.
PIECE OF UNDERLAYMENT
AT RIDGE
S-TILE ROOF
TRUSSES, SSD
STUD WALL
OPERABLE
WINDOW
EXTERIOR WALL CEILING
NOT MORE THAN
44" ABOVE
FLOOR ON THE
FINISHED SILL HEIGHT
24
"
M
I
N
.
C
L
E
A
R
OP
E
N
I
N
G
H
E
I
G
H
T
FLOOR
20" CIR.
MINIMUM
PLAN VIEW
SECTION VIEW
5/8" GYPSUM BOARD
WOOD HEADER - SEE STRUCTURAL
WOOD CASING, BY OTHERS
DOOR, BY
OTHERS
WOOD DOOR FRAME
SHIM, AS REQUIRED
5/8" TYPE "X" GYPSUM BOARD
5/8" GYPSUM BOARD
(2) 2X4 WOOD JAMBS
WOOD CASING, BY OTHERS
DOOR, BY OTHERS
WOOD DOOR FRAME
SHIM, AS REQUIRED
GYP. BD
RADIUS
CORNER
- USE PLASTIC
CORNERS AT
WET AREAS
GYP. BD
SEE PLAN
FOR
FRAMING
2S/1P 1S/2P
SHELF
POLE
SE
E
P
L
A
N
3'
-
0
"
3'
-
0
"
SE
E
P
L
A
N
1'
-
0
"
0'
-
3
"
5'
-
6
"
2X4 P.T. CURB ANCHORED TO SLAB
3/8" ANCHOR BOLTS AT 12" O.C.,
6" AT ENDS
MORTAR BED-SET CERAMIC TILE
SLOPE TILE TO DRAIN AT 1/4" PER
FOOT
HOT MOP
SLOPE TO DRAIN AT 1/4" PER FOOT
(E) CONCRETE SLAB
GYPSUM WALLBOARD, RESILIENT CHANNELS,GYPSUM WALLBOARD, RESILIENT CHANNELS,
MINERAL FIBER INSULATION, WOOD STUDSMINERAL FIBER INSULATION, WOOD STUDS
RESILIENT CHANNELS 24" O.C. ATTACHED AT RIGHT ANGLES
TO ONE SIDE OF 2X4 WOOD STUDS 16" OR 24" O.C. WITH 1 1/4"
TYPE "S" DRYWALL SCREWS. ONE LAYER 5/8" PROPRIETARY
TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE
APPLIED PARALLEL TO CHANNELS WITH 1" TYPE "S" DRYWALL
SCREWS 12" O.C. END JOINTS BACKBLOCKED WITH RESILIENT
CHANNELS. 3" MINERAL FIBER INSULATION, 2.0 OR 2.3 pcf, IN
STUD PACE.
OPPOSITE SIDE: ONE LAYER 5/8" PROPRIETARY TYPE "X"
GYPSUM WALLBOARD OR GYPSUM VENEER BASE APPLIED AT
RIGHT ANGLES TO STUDS WITH 1 1/4" TYPE "W" DRYWALL SCREWS
12" O.C.
VERTICAL JOINTS STAGGERED 48" ON OPPOSITE SIDES. SOUND
TESTED WITH STUDS 16" O.C. AND OPEN FACE OF MINERAL FIBER
INSULATION BLANKETS TOWARD RESILIENT CHANNEL-SIDE OF
STUD SPACE. (LOAD BEARING)
GA FILE NO. WP 3241GA FILE NO. WP 3241 PROPRIETARYPROPRIETARY
THICKNESS:53/8"
APPROX. WEIGHT:7 pst
FIRE TEST:BASED ON UL R3660-7,
11-12-87; UL R27117-61,
8-18-87; UL R7094,
10-24-90;
UL DESIGN U311
SOUND TEST:ESTIMATED
1-HR FIRE1-HR FIRE 50 TO 54 STC SOUND50 TO 54 STC SOUND
PROPRIETARY GYPSUM BOARDPROPRIETARY GYPSUM BOARD
AMERICAN GYPSUM COMPANY:5/8" FIREBLOC TYPE "C"
BPB AMERICA INC.:5/8" PROROCTM TYPE C GYPSUM PANELS
G-P GYPSUM:5/8" TOUGHROCK R FIREGUARD R C
LAFARGE NORTH AMERICA INC.:5/8" FIRECHECK R TYPE C
NATIONAL GYPSUM COMPANY:5/8" GOLD BOND R BRAND FIRE-SHIELD CTM
GYPSUM WALLBOARD
PABCO GYPSUM:5/8" FLAME CURB R SUPER 'C'
TEMPLE-INLAND FOREST PRODUCT CORPORATION:5/8" TG-C
SCALE: 1" = 1'-0"6 TYPICAL AT RIDGE
SCALE: 1" = 1'-0"4 EMERGENCY EGRESS DETAIL
SCALE: 3" = 1'-0"2 TYP. WOOD FRAME INTERIOR DOOR HEAD
SCALE: 3" = 1'-0"3 TYP. WOOD FRAME INTERIOR DOOR JAMB
SCALE: 3" = 1'-0"5 ROUND GYPSUM BOARD CORNER
SCALE: 1/2" = 1'-0"7 CLOSET SHELVING
SCALE: 3" = 1'-0"1 CURB AT SHOWER ENTRY
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
AD.2
ARCHITECTURAL
DETAILS
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
SCALE: 3/8" = 1'-0"8 1 HR FIRE RATED WALL DETAIL
1927 & 1929 S
Hickory St2/12/2025
2
8'-0"
4x
4
HD
U
2
4x
4
HD
U
2
5/8" AB
@32" O.C
2
4'-0"
4x
4
HD
U
2
4x
4
HD
U
2
5/8" AB
@32" O.C
2
8'
-
0
"
4x4HDU2
4x4
5/
8
"
A
B
@3
2
"
O
.
C
HDU2
2
4'
-
0
"
4x4HDU2
4x4
5/
8
"
A
B
@3
2
"
O
.
C
8'-0"
4x
4
HD
U
2
4x
4
HD
U
2
5/8" AB
@32" O.C
2
12
'
-
0
"
4x4HDU2
5/
8
"
A
B
@3
2
"
O
.
C
4x4HDU2
1
SD11
1
SD11
1 2
SD1
1
SD11
1
SD1 1
1
SD1 1
1
SD1 1
20
SD13
2
12
SD1
TYP
4x4
PBS44
4x4
PBS44
19
SD1 1
19
SD1 1
2
SD11
2
2
2 2
1' - 5"
4x4HDU2
4x4HDU2
5/
8
"
A
B
@3
2
"
O
.
C
2
4'
-
0
"
LEGENDS :
DETAIL
SHEAR WALL NAME
SHEAR WALL LENGTH
NEW FOOTING
EXISTING FOOTING
X
L=X
X-X
X
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
S-1
FOUNDATION
PLAN
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
SCALE: 1/4" = 1'-0"1 PROPOSED FOUNDATION PLAN
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
FOUNDATION PLAN NOTES:
(N) CONTINUOUS FOOTING 12" WIDTH X 24" DEEP W/(2) #5 REBAR AT TOP AND (2)#5 BOTTOM.
(N) NEW 5" CONCRETE SLAB WITH #4 REBAR @16" O.C. OVER 10MIL VISQUEEN OVER 4"
BASE OF 1/2" OR LARGER CLEAN AGGREGATE OVER COMPACTED SOIL.
NEW 12"X12"X12" DEEP PAD FOOTING W/#4 REBAR @6" O.C. MAX. EA WAY AT BOTTOM
(N) 3" CONC. 3,000 PSI @ 28 DAYS W/ #3 @ 16" O.C. E.A. WAY OVER 10MIL VISQUEEN OVER
EX. GARAGE SLAB DRILLED INTO (E) FOUNDATION AND FILLED WITH SIMPSON'S "SET-XP"
EPOXY.
1
2
3
ANCHOR BOLT SCHEDULES:
(N) FOOTING: 5/8 X 12" LONG BOLTS @ 48" (U.N.O.)
NOTES:
-IF MISSING ANCHOR BOLTS THEN DRILL 3/4" X 6" DEEP W/5/8: (RFB#5X10) @32" O.C. WITH SET-
XP EPOXY (SPECIAL INSPECTION IS REQUIRED)
-SCARIFY TOP 12" OR RE-COMPACT 4" PRIOR TO TRENCHING FOR THE UTILITY AND/OR
FOUNDATION. 90% COMPACTION REPORT IS REQUIRED AT THE TIME OF FOUNDATION
INSPECTION. PRE-SATURATION SUBGRADE TO 110% OF OPTIMUM MOISTURE CONTENT IS
REQUIRED,
CODE REQUIREMENT:
•
•
•
•
•
•
•
THIS PROJECT SHALL COMPLY WITH THE:
2022 CALIFORNIA RESIDENTIAL CODE (CRC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBSC)
2022 CALIFORNIA ENERGY EFFICIENCY STANDARDS (CEES)
2022 CALIFORNIA BUILDING CODE (CBC)
FOUNDATION NOTES:
1.
A.
B.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
FOUNDATION HAS BEEN DESIGNED ASSUMING MIN. ALLOWABLE SOIL BEARING PRESSURE.
(SEC. 1802.6) SHALL BE AS FOLLOWS:
CONTINUOUS FOOTING : 1500 SF
ISOLATED FOOTING: 1500 SF
CONCRETE SHALL HAVE A MIN. COMPRESSIVE STRENGTH (fC) OF 3,000 psi WATER
ALL FOOTING SHALL BE POURED ON OR BELOW FIRM UNDISTURBED NATURAL SOIL OR
APPROVED COMPACTED FILL AND ADJACENT FINISH GRADE U.N.O.
ALL FOOTING SHALL BE CENTERED ON PILATER AND OR WALL AND COLUMN U,N.O.
ALL EXISTING FILL SOIL AND DISTRUBED NATURAL SOILS ARE TO BE EXCAVATED AND
REPLACED WITH PROPERLY COMPACTED FILL. ALL FILLING, BACKFILLING, RECONNECTION,
ETC. IS TO BE ACCOMPLISHED ONLY UNDER THE SUPERVISION OF A SOIL ENGINEER,
COMPACTED FILL SHALL BE 95% DENSITY
PROVIDE MIN. 5/8" X 12" ANCHOR BOLTS WITH 3"X3"1/4" WASHERS, EMBEDDED 7" MIN. INTO
CONCRETE OR MASONRY AND SPACE MAX. 48" O.C. PROVIDE MIN. 2 BOLTS PER PLATE
AND NOT MORE THAN 12" OR LESS THAN 4" OR PLATE END AND CORNER. (CHAPTER 4 CRC)
FASTENERS FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED
GLAVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER IN ACCORDANCE WITH
ASTM A 153(R317.3)
FOUNDATION SILL PLATE SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED
WOOD. FIELD-CUT ENDS, NTOCHES AND DRILLED HOLES OR PRESERVATIVE TREATED WOOD
SHALL BE FIELD-REATED PER AWPA M4.(R317.1.1).\
ALL REINFORCING STEEL SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM
C-94
ALL EXISTING UTILITIES THAT INTERFERE WITH THE STRUCTURAL FOUNDATIONS SHALL BE
REMOVED AND RELOCATED
THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR ALL EXCAVATION PROCEDURES
INCLUDING LAGGING, SHORING, AND PROTECTION OF ANY ACCORDANCE WITH ALL NATIONAL
STATED AND LOCAL SAFETY ORDINANCE
READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94
ALL REINFORCING STEEL, ANCHOR BOLTS, DOWELS, AND OTHER INSERTS SHALL BE SECURED
IN POSITION AND INSPECTED BY THE LOCAL BUILDING OFFICIAL PRIOR TO THE PLACING OF
ANY CONCRETE
MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENTS SHALL CONFORM TO THE SOILS
ENGINEER'S RECOPMMENDATIONS UNLIES NOTED OTHERWISE
PROVIDE A MIN. 26-GAGE WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A
MINIMUM O F6" ABOVE EARTH OR 4" ABOVE PACED AREA. (R703.6.2.1)
WOD SILL PLATE SHALL BE MINIMUM 8" ABOVE ADJACENT GRADE (R317.1)
STRUCTURAL DESIGN DATA:
VERTICAL LOADS: DEAD(DL) LIVE(LL)
ROOF LOAD:7 PSF 20 PSF
CEILING LOAD:6 PSF 10 PSF
EXT. WALL LOAD:17 PSF
INT. WALL LOAD:7 PSF
WIND DESIGN DATA:
BASIC WIND SPEED:110MPH
WIND EXPOSURE:B
EARTHQUAKE DESIGN DATA:
IMPORTANCE FACTORE:1=1.0
MAPPED Ss = 1.278 AND Si = 0.457, SdS = 1.022
SITE CLASS: D - DEFAULT
SEISMIC DESIGN CATEGORY: D
BASIC SEISMIC-FORCE-RESISTING SYSTEM = BWS
RESPONSE MODIFICATION FACTOR, R = 6.5
SEISMIC RESPONSE COEFFICIENT, Cs = 0.157
ANALYSIS PROCEDURE USED:EQUIVALENT
SOIL DATA:
ASSUME ALLOWABLE SOIL BEARING 1,500 PSI
4
1927 & 1929 S
Hickory St2/12/2025
2X8 CJ @16" OC 2X8 CJ @16" OC
2X8 CJ @16" OC 2X8 CJ @16" OC
2X8 CJ @16" OC 2X8 CJ @16" OC
2X8 RR @16" OC
2X
6
C
J
&
R
R
2X8 RR @16" OC2X8 RR @16" OC
2X8 RR @16" OC2X8 RR @16" OC
3
SD1
6
SD16
SD1
3
SD1
4
SD1
12
SD1
2 2
2
2
2
2
2X
1
0
R
I
D
G
E
6x
1
0
B
E
A
M
6x
1
0
B
E
A
M
4X6 HEADER
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X6 HEADER
4X6 HEADER4X10 HEADER
4X
8
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X6 HEADER 4X6 HEADER
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X6 HEADER
4X6 HEADER
4X4 POST
4X4 POST
8
SD1
8
SD1
2X8 RR @16" OC2X8 RR @16" OC
2X8 CJ @16" OC2X8 CJ @16" OC
2X8 RR @16" OC2X8 RR @16" OC
2X10 RIDGE
4
SD1
4
SD1
9,11
SD1
8'-0"4'-0"
8'
-
0
"
4'
-
0
"
8'-0"
12
'
-
0
"
10
SD1
2
7
SD1
7
SD1
4'
-
0
"
4'
-
0
"
M
I
N
4'
-
0
"
M
I
N
SIMP. CS20 STRAP
W/ 10d NAILING
OVER 3x4 FLAT
BLKG. AT WALL,
INSNTALL ON TOP
OF 2x BLKG
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
S-2
FRAMING PLAN
(ADU)
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
SCALE: 1/4" = 1'-0"1 PROPOSED FRAMING PLAN
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
8"
M
I
N
24
"
M
I
N
.
4
3
5
D
6
2
1
MIN. 6" DOWEL INTO
FOOTING
1
2
3
4
5
6
(2) #5 TOP AND BOTTOM
MIN. 5" THK. CONC. SLAB W/ #4
REBAR @16 O.C. OVER 10MIL.
VISQUEEN OVER 4" BASE OF 1/2
OR LARGER CLEAN AGGREGATE
OVER COMPACTED SOIL
5/8" DIA.. A.B @32" OC (U.N.O)
EMBED MIN. 7" INTO SLAB W/
3x3x0.229" PLATE WASHER W/ 2x
P.T. SILL U.N.O
SHEAR WALL WHERE OCCURS
WEEP SCREED
2x STUDS @16" O.C
#3 TIE @48" O.C. W/
STANDARD HOOK @EA.
END FOR 2 POURS SLAB
2"CONCRETE/PAVE 4" SOIL
FIN. GRADE
3"
M
I
N
.
24"
@ 18" O.C.6"
12" U.N.O.
24
"
M
I
N
.
4
3
5
2
1#3 TIE @48" O.C W/
STANDARD HOOK @EA.
END FOR 2 POURS SLAB
1
2
3
4
5
(2) #5 TOP AND BOTTOM
MIN. 5" THK. CONC. SLAB W/ #4
REBAR @16 O.C. OVER 10MIL.
VISQUEEN OVER 4" BASE OF 1/2
OR LARGER CLEAN AGGREGATE
OVER COMPACTED SOIL
5/8" DIA.. A.B @32" OC (U.N.O)
EMBED MIN. 7" INTO SLAB
SHEAR WALL WHERE OCCURS
2x STUDS @ 16" O.C.
3"
M
I
N
.
12" U.N.O.
DOUBLE TOP
PLATED
SIMSPON
EPCZ
POST CAP
SIMPSON
PER PLAN
HEADER OR
BEAM PER
PLANS
POST/KP PER PLANS
KING POST
PER PLAN
HEADER
PER PLAN
SIMP.
A35
BEAM
PER
PLAN
BEAM
PER
PLANS
SIMPSON A35
DOUBLE
TOP
PLATE
SIMP. A35
SLOPE CUT
WHERE
OCCURS
1/2" OSB ROOF
SHEATHING
2x ROOF RAFTER
STUD WALL
TOP PLATE
2x FASCIA
SHIP LAP
2x BLOCKING
E.N.
8-16d NAILS
C.J TO R.R
CEILING JOIST
PER PLAN
A35 @16" OC U.N.O.
CEILING JOIST PARALLEL TO ROOF JOIST
SHEAR WALL WHERE OCCURS
EQ EQ
45°
M
I
N
.
2x4 KICKER
@4' MAX.OCSIMPSON
A35
(2) SIMPSON
A35 E.A R.R
SIMPSON LSTA24
STRAP @32" O.C
C.J PER PLANS
BEARING WALL
PER PLANS
OVERLAP 12" MIN. W/(10) 16D NAIL
WOOD BEAM
PER PLAN
WOOD POST
PER PLAN
SIMPSON
"ECCQ" CAP
B
A
WOOD BEAM
PER PLAN
WOOD POST
PER PLAN
SIMPSON
"ECCQ" CAP
EQ EQ
2x4
KICKER @
4' MAX.OC
SIMPSON
A35
PROVIDE (2) A35 @
E.A RAFTER TO
RIDGE
SIMPSON LSTA24
STRAP @32" O.C
45°
M
I
N
.
FLUSH BEAM OR
WALL PER PLAN
C.J PER
PLANS
CONTINUOUS
TOP PLATE
HEADER
PER PLAN
SIMP. ST 18
ONE SIDE
POST PER PLAN
EQ EQ
PROVIDE (2) A35 @ EA.
RAFTER TO RIDGE SIMPSON LSTA24
@32" O.C
2x4 COLLAR TIE @32"O.C.
3-10d NAILS
1'
-
1
0
"
M
A
X
.
1. 2x4 STUDS @ 16"O.C.
2. 2X P.T.D.F. PLATE WITH
0.18"DIA. x 3" SHOT PINS @32"
O.C. WITH 14GA GAGE
WASHERS & FIRST 2 PINS
PLACED 6" & 10" FROM
PLATE ENDS ICC# ESR-1799
(RAMSET) LARR #22668
3. CONCRETE SLAB
4. 1/2" DRYWALL
4
123
1. NOTCH IN PLATE
2. 1 3/4" MAX. IF BORED
HOLE EXCEED 1 3/4" IN 2x4
TOP PLATE OR 2 3/4" IN 2x6
TOP PATE, STRAP E/S OF
PLATE W/ITEM #3 BELOW
3. SIMPSON CS 1 6x4" LONG
METAL STRAP, TYPICAL @
EACH PLATE CUT W/(6) 16d's
EACH SIDE.
4. PIPE WHERE OCCURS
5. TOP PLATES-SILL PLATES
6. ANCHOR BOLTS PER
PLANS
7. LOCATE ANCHOR BOLT 5"
MIN. 9" MAX. AWAY FROM
NOTCH OR END OF PLATE
NOTE: IF NOTCH OR HOLE
EXCEEDS 50% OF TOP PLATE
WIDTH, USE SIMPSON ST6224,
STAGGERED @ E/S OF PLATES,
USE SIMPSON NS AS NEEDED.
4345
1 2
5
37
DEPT
H
1/2 DEPTH
3" MAX.
1. NOTCH DEPTH & BORED HOLD
SEE TABLE BELOW.
2. STUD
3. STILL PLATE
4. HOLE EDGE DISTANCE 5/8" MIN.
NOTE: BORED HOLES NOT
PERMITTED IN MORE THAN
TWO CONSECUTIVE DOUBLE
STUDS
BORED HOLES
STUD
SIZE
EXTERIOR &
BEARING
WALLS
NON-
BEARING
WALLS
2x4
2x6
2-2x4
2-2x6
%
1 7/16"
2 1/8"
40%
2 1/8"
2 1/8"
60%
2 3/16"
3 5/16"
3 5/16"
3 5/16"
STUD
SIZE
EXTERIOR
& BEARING
WALLS
NON-
BEARING
WALLS
NOTCH DEPTH
2x4
2x6
%
7/8"1 7/16"
1 3/8"2 3/16"
25%40%
1
4
2
3
4
1
d MIN.
12" U.N.O.
3"
M
I
N
.
24
"
M
I
N
.
2% SLOPE MIN.
1
2
3
4
(2) #5 TOP AND BOTTOM
MIN. 5" THK. CONC. SLAB W/ #4
REBAR @16 O.C. OVER 10MIL.
VISQUEEN OVER 4" BASE OF 1/2
OR LARGER CLEAN AGGREGATE
OVER COMPACTED SOIL
1/2" FIBER BOARD EXPANSION
JOINT
MIN. 4" THK. CONC. SLAB W/ #3
REBARD @18" O.C O/
COMPACTED SOIL 234
1
5
5 #4 @ 18" O.C.
24"
6"
ANCHOR BOLTS (AB) SHALL BE 5/8" WITH 3"X3'X0.229" THICK
PLATE WASHERS. SPACING OF ANCHOR BOLTS SHALL NOT EXCEED
6'-0" O.C. EACH SECTION OF PLATE SHALL HAVE A MINIMUM OF
TWO AB. ANCHOR BOLTS SHALL BE EMBEDDED A MINIMUM OF 7"
INTO FOOTING. HOLES SHALL BE 1/32" TO 1/6" LARGER THAN AB.
LARGER HOLES SHALL BE REPAIRED WITH EPOXY. PLATES SHALL
BE PRESSURE TREATED DOUGLAS FIR NOT HEM-FIR.
12
"
M
A
X
.
5"
M
I
N
.
12" MAX
5" MIN.
12
"
M
A
X
5"
M
I
N
.
12" MAX
5"MIN.
12" MAX
5" MIN
2"
M
A
X
AB SPACING 6' MAX OR PER
SHEAR WALL SCHEDULE (TYP)
PANEL PER PLAN (TYP.)
AT CORNER AT INTERSECTION AT SPLICE
TRUSS WHERE
OCCURS PER
PLAN
SIMPSON
"DTC" @48"
O.C. MAX.
2X BLK'G. @48"
O.C. W/ (3)
16d'S @ EA.END
JOIST OR
TRUSS
BOTT.
CHORD
1X OVER
2X PLATE3/
4
"
T
Y
P
.
NON-BRG. WALL
0'
-
8
"
1'
-
0
"
1' - 0"
CBSQ POST BASE, INSTALL
PER MANUFACTURES
SPECIFICATIONS
CONCRETE SLAB WHERE
OCCURS
UNDISTURBED
NATURAL GRADE
POST PER PLAN
12" SQUARE
CONCRETE PIER
WOOD POST PER PLAN
CONCRETE SLAB
PER PLAN
VAPOR BARRIER IN
DIRECT CONTACT W/
CONC. SLAB PER
ARCH. PLANS
4" THICK BASE OF
1/2" OR LARGER
CLEAN AGGREGATEMI
N
.
1'
-
6
"
CL
R
.
0'
-
3
"
REINFORCING
PER PLAN
CONT. FT'G BEYOND
COLUMN BASE SCHEDULE
CB44 W/2-1/2" DIA.. M.B. FOR 4x4
POST CB46 W/2-5/8" DIA.. M.B.
FOR 4x6 POST CB66 W2-5/8" DIA..
M.B. FOR 6x6 POST CB88 W/2-3/4"
DIA.. M.B. FOR 8x8 POST
SEE PLAN
1X6 SHIP-LAPS
2X LOOK-OUT
@24" O.C.BN
2X BLKG
1/2" OSB PLWD
ROOF SHEAT G MIN.
CLASS B
A35 PER SCHED.
BN2X FASCIA
2X CRIPPLES
@ 16" OC
2X BLKG
EN.
4X HDR WHERE
OCCURS
45° 2X4 BRACE @
48" O.C. W/ 3-16D
TOE NAILS EA.
END.
R-30 TYP.A35 PER SCHED.
2X DBL TOP PLATES
R-13 TYP.
2X STUDS @ 16" O.C.
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
SD1
STRUCTURAL
DETAILS
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
EXTERIOR POST FOOTING
WOOD POST TO WOOD BEAM CONNECTION DETAIL
WOOD POST BASE TO PAD DETAIL
0301NEW EXTERIOR FOOTING 02NEW INTERIOR FOOTING 04FLUSH BEAM TO POST CONNECTION 05KING POST TO HEADER
06RAFTER AT EXTERIOR WALL 07RIDGE SUPPORTING 08 09BEAM-CEILING JOIST-RIDGE CONNECTION 10HEADER TO POST
11FLUSH RIDGE 12NON-BEARING INT. WALL TYP., N.T.S.13PIPING THRU PLATE FRAMING, N.T.S.14FLUSH BEAM TO POST CONNECTION 15PORCH TO HOUSE FOOTING
16TYPICAL PLATE ANCHOR BOLTS 18INTERIOR WALL 19 20
RAKE DETAIL
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
CG.1
CAL. GREEN
REQUIREMENTS
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
CG.2
CAL GREEN
REQUIREMENTS
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
T24
T24
04/10/2024
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
S. HICKORY ST.S. HICKORY ST.
47.00'47.00'PROPERTY LINEPROPERTY LINE
10
8
.
0
0
'
1
0
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
1
0
8
.
0
0
'
10
8
.
0
0
'
1
0
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
1
0
8
.
0
0
'
1929 S HICKORY ST., SANTA ANA, CA
(E) SINGLE-FAMILY DWELLING
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
WM
(E) ELECTRIC
PANEL TO BE
CONVERTED TO (N)
SUBPANEL FOR
PRIMARY HOUSE
(E) WATER METER
(E)
GRASS
(E) GRASS
G
(E) UNDERGROUND
GAS METER
E
D
B
C
B
1927 S HICKORY ST
(N) ACCESSORY
DWELLING UNIT
715 SF
(N) 200 AMP
DUAL METER
PANEL
(N) GARAGE
256 SF
46.00'46.00'
47.00'47.00'PROPERTY LINEPROPERTY LINE 46.00'46.00'
(E) MULCH
SIDEWALK
16' - 11"
20' - 0"
5%
5%
4' - 0"
15' - 0"
31
'
-
6
"
UNPERMITTED WORK
23' - 0"
5' - 0"
LA
N
D
S
C
A
P
E
12' - 0"
20
'
-
0
"
UNPERMITTED
FENCE,
REPLACE &
BUILD NEW
FENCE
7
A2
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A6
EROSION &
SEDIMENT
CONTROL
PLAN
04/10/2024
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
21.
22.
EROSION CONTROL IS REQUIRED FOR GRADING OPERATIONS DURING THE RAINY SEASON FROMOCTOBER
15TH TO APRIL 15TH. APPROVED PLANS ARE REQUIRED FOR ALL ROUGH GRADING.
IN CASE OF EMERGENCY, CALL: ORCHID L & HAN NGUYENT AT (714) 417 32023.
THE DESIGN CIVIL ENGINEER WILL SUPERVISE EROSOIN CONTROL WORK AND ENSURE THAT WORK IS IN
ACCORDANCE WITH THE APPROVED PLANS (IF REQUIRED).
EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE
RAINY SEASON.NECESSARY MATERIALS SHALL BE AVAILABLE ON SITE ANDSTOCKPILED AT CONVENIENT
LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARYDEVICES WHEN RAIN IS IMMINENT.
DEVICES SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE CITY ENGINEER.
ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY
WHEN THE 5.DAYS RAIN PROBABILITY FORECAST EXCEEDS 40%.
AFTER A RAINSTORM, ALL SILT AND DEBRIS SHALL BE REMOVED FROM CHECK
GRADED AREAS AROUND THE TRACK PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE
THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT
PUBLIC TRESPASS ONTO AREAS WHERE IMPOUNDED WATER CREATES A HAZARDOUSCONDITION.
DESILTING BASINS ARE TO BE CONSTRUCTED AS GRADING OF INDIVIDUAL GRADING AREAS ARECOMPLETE
PER ROUGH GRADING PLANS.
THE CITY ENGINEER RESERVES THE RIGHT TO MAKE CHANGES OR MODIFICATIONS TO THIS PLANAS DEEMED
NECESSARY.
INFORMATION IN THIS PLAN IS FOR EROSION CONTROL ONLY.ALL OTHER INFORMATION ISSUBJECT TO
CHANGE.
TEMPORARY EROSION PROTECTION IS REQUIRED FOR MANUFACTURED SLOPES PRIOR TOPERMANENT
PLANTING.
AREAS SHALL BE MAINTAINED IN SUCH A STATE THAT FIRE ACCESS SHALL SEE MAINTAINED ATALL TIMES
(INCLUDING ACCESS TO NEIGHBORING PROPERTIES).
NO OBSTRUCTION OR DISTURBANCE OF NATURAL DRAINAGE COURSES OR EXISTING STORMDRAIN INLETS
SHALL OCCUR DURING THE RAINY SEASONS, UNLESS ADEQUATETEMPORARY/PERMANENT DRAINAGE
FACILITIES HAVE BEEN APPROVED AND INSTALLED TOCARRY SURFACE WATER TO THE NEAREST PRACTICAL
STREET, STORM DRAIN OR NATURALWATER COURSE.
THE CONTRACTOR SHALL CONDUCT HIS OPERATIONS IN SUCH A MANNER THAT STORM RUNOFF WILL
BECONTAINED WITHIN THE PROJECT OR CHANNELS INTO THE STORM DRAIN SYSTEM WHICH SERVES THE
RUNOFF AREA.STORM RUNOFF FROM ONE ARE SHALL NOT BE ALLOWED TO DIVERT TO ANOTHER RUNOFF
AREA.
CONFORMANCE WITH THE REQUIREMENT OF THESE PLANS SHALL IN NO WAY RELIEVE THE CONTRACTOR
FROMHIS RESPONSIBILITIES TO THIS SITE AND ADJACENT PROPERTIES. TEMPORARY EROSION CONTROL
SHALL CONSIST OF,BUT NO TO BE LIMITED TO, CONSTRUCTING SUCH FACILITIES AND TAKING SUCH MEASURES
AS ARE NECESSARY TOPREVENT, CONTROL AND ABATE WATER, MUD AND EROSION DAMAGE TO PUBLIC
AND PRIVATE PROPERTY AS ARESULT OF THE CONSTRUCTION OF THIS PROJECT.
SLOPES CONSTRUCTED PRIOR TO OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL PRIOR TO
OCTOBER15. SLOPES CONSTRUCTED AFTER OCTOBER 1 SHALL BE TREATED FOR EROSION CONTROL AS THE
CONSTRUCTION OFSLOPE PROGRESS IN INCREMENT OF 25 FEET OR LESS MEASURES VERTICALLY.
FILL AREAS WHILE BROUGHT UP TO GRADE AND DURING PERIODS OF COMPLETION PRIOR TO FINAL
GRADE,SHALL BE PROTECTED BY VARIOUS MEASURES TO ELIMINATE EROSION AND THE SILTATION OF
DOWNSTREAMFACILITIES AND ADJACENT AREAS. THESE MEASURES MAY INCLUDE, BUT SHALL NOT BE LIMITED
TO: TEMPORARYDOWNDRAINS, EITHER IN THE FORM OF PIPES OR PAVED DITCHES WITH PROTECTED OUTFALL
AREAS; GRADED BERMSAROUND AREAS TO ELIMINATE EROSION OF FILL SLOPES BY SURFACE RUNOFF,
CONFINED PONDING AREAS TO DESILTRUNOFF; TEMPORARY CHECK DAMS IN TOE OF SLOPE DITCHES TO
DESILT RUNOFF; PROTECTION SUCH AS SANDBAGS AROUND INLETS WHICH HAVE NOT BEEN BROUGHT UP TO
GRADE, AND EARTH BERMS AND APPROPRIATEGRADING TO DIRECT DRAINAGE AWAY FROM THE EDGE OF
THE SLOPES SHALL BE CONSTRUCTED AND MAINTAINED ONTHOSE FILL AREAS WHERE EARTH-WORK
OPERATIONS ARE NOT IN PROGRESS.
TOP OF CUT BROW DITCHES, WHERE REQUIRED ON THE PLANS, SHALL BE CONSTRUCTED PRIOR TO
EXCEEDING12 FEET OF CUT MEASURED VERTICALLY.
CLEARING AND GRUBBING SHOULD BE LIMITED TO AREAS THAT WILL RECEIVE IMMEDIATE GRADING. EROSION
CONTROL MEASURES WILL BE REQUIRED TO PROTECT AREAS THAT HAVE BEEN CLEARED AND GRUBBED
PRIOR TOGRADING OPERATION, AND THAT ARE SUBJECT TO RUNOFF DURING THE PERIOD FROM THE
BEGINNING OF THE RAINYSEASON. THESE MEASURES MAY INCLUDE BUT SHALL NOT BE LIMITED TO: GRADED
DITCHES; BRUSH BARRIERSAND SILT FENCES. CARE SHALL BE EXERCISED TO PRESERVE VEGETATION
BEYOND THE LIMITS OF GRADING.
CITY APPROVAL OF PLANS DOES NOT RELIEVE THE DEVELOPER FROM RESPONSIBILITY FOR THE
CORRECTIONOF ERRORS AND OMISSIONS DISCOVERED DURING CONSTRUCTION. UPON REQUEST, THE
REQUIRED PLAN REVISIONSSHALL BE PROMPTLY TO THE CITY ENGINEER FOR APPROVAL.
EROSION CONTROL GENERAL NOTES:
SCALE: 1/8" = 1'-0"1 EROSION & SEDIMENT CONTROL PLAN
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
S. HICKORY ST.S. HICKORY ST.
47.00'47.00'PROPERTY LINEPROPERTY LINE
10
8
.
0
0
'
1
0
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
1
0
8
.
0
0
'
10
8
.
0
0
'
1
0
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
1
0
8
.
0
0
'
1929 S HICKORY ST., SANTA ANA, CA
(E) SINGLE-FAMILY DWELLING
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
WM
(E) WATER METER
(E)
GRASS
(E) GRASS
G
(E) UNDERGROUND
GAS METER
69.6'
70.0'
70.4'
70.5'
70.7'
70.5'
(E) ELECTRIC
PANEL
(E) SHED TO BE
REMOVED
46.00'46.00'
47.00'47.00'PROPERTY LINEPROPERTY LINE 46.00'46.00'
(E) MULCH
SIDEWALK
7'
-
6
"
4' - 0"
15' - 0"
31
'
-
6
"
UNPERMITTED WORK
LA
N
D
S
C
A
P
E
20
'
-
0
"
UNPERMITTED
FENCE,
REPLACE &
BUILD NEW
FENCE
7
A2
S. HICKORY ST.S. HICKORY ST.
47.00'47.00'PROPERTY LINEPROPERTY LINE
10
8
.
0
0
'
1
0
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
1
0
8
.
0
0
'
10
8
.
0
0
'
1
0
8
.
0
0
'
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
10
8
.
0
0
'
1
0
8
.
0
0
'
1929 S HICKORY ST., SANTA ANA, CA
(E) SINGLE-FAMILY DWELLING
(E
)
C
O
N
C
R
E
T
E
D
R
I
V
E
W
A
Y
WM
(E) ELECTRIC
PANEL TO BE
CONVERTED TO (N)
SUBPANEL FOR
PRIMARY HOUSE
(E) WATER METER
(E)
GRASS
(E) GRASS
G
(E) UNDERGROUND
GAS METER
2%
5%
1927 S HICKORY ST
(N) ACCESSORY
DWELLING UNIT
715 SF
69.6'
70.0'
70.4'
70.5'
70.7'
70.5'
(N) 200 AMP
DUAL METER
PANEL
(N) GARAGE
256 SF
46.00'46.00'
47.00'47.00'PROPERTY LINEPROPERTY LINE 46.00'46.00'
(E) MULCH
SIDEWALK
7'
-
6
"
2%
2%
5%
2%
2%
2%
2%
2%
2%
2%
2%
2%
2%
16' - 11"
20' - 0"
5
A5
5%
5%
4' - 0"
15' - 0"
31
'
-
6
"
UNPERMITTED WORK
23' - 0"
5' - 0"
LA
N
D
S
C
A
P
E
12' - 0"
R
1
4
'
-
4
1
3
/
1
6
"
R 1
8
'
-
0
"
R 36'
-
0
"
CAR TURNING PATH
20
'
-
0
"
UNPERMITTED
FENCE,
REPLACE &
BUILD NEW
FENCE
7
A2
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A7
EXISTING &
PROPOSED
CONTOUR MAP
04/03/24
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
SCALE: 1/8" = 1'-0"1 EXISTING CONTOUR MAP
SCALE: 1/8" = 1'-0"2 PROPOSED CONTOUR MAP
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
GFI
WP
WP
220V
EGD
3
4
D
220
vs
FS
CT
R
CLG
SD
T
H
J
W
TV
AC RETURN
AIR VENT
200A SERVICE PANEL
WITH 225 AMP MIN.
BUSBAR
RATING
60AMP PANEL
FOR FUTURE
ESS USE
IAQ FAN
AC
CONDENSER
WATER HEATER
M
M
M
M
M
ATTIC
ACCESS
3'
-
0
"
6'
-
1
1
"
3'
-
0
"
M
ELECTRICAL SYMBOLS
DUPLEX RECEPTACLE MOUNTED IN CEILING FOR GARAGE DOOR
OPENER
FLOOR MTD. RECEPTACLE POL BRASS
RECEPTACLE 1/2 SWITCHED
SINGLE POLE SWITCH
3 WAY SWITCH
4 WAY SWITCH
DUPLEX RECEPTACLE ON ALL BRANCH CIRCUITS THAT SUPPLY 125-
VOLT, SINGLE-PHASE, 15 & 20AMP RECEPTACLE OUTLETS IN DWELLING
UNIT SHALL BE PROTECTED BY A COMBINATION TYPE (AFCI) ARC-
FAULT CIRCUIT INTERRUPTER(S) PER 2010 CEC 210.12.
FUSED SWITCH
WATERPROOF RECEPTACLE
DUPLEX RECEPTACLE ON GROUND-FAULT INTERRUPTED CIRCUIT
DUPLEX RECEPTACLE LOCATED UNDER COUNTER
220V RECEPTACLE (VERIFY AMPERAGE REQUIREMENTS)
RECESSED HIGH EFFICACY LIGHT FIXTURE
WEATHER PROOF
VAPOR PROOF, RECESSED, HIGH EFFICACY LIGH FIXTURE
HANGING HIGH EFFICACY LIGHT FIXTURE - CHANDELIER I00 LB
SUPPORT MIN.
WALL MOUNTED HIGH EFFICACY LIGHT FIXTURE
SURFACE MOUNTED HIGH EFFICACY LIGHT FIXTURE
SOLAR POWERED, PHOTOCONTROL STEP MOUNTED LIGHT FIXTURE
VENT / LIGHT COMBO, BY VENT AXIA
CEILING EXHAUST FAN / FLUORESCENT LIGHT WHISPER FIT 4"
DUCT. PANASONIC OR EQUAL
STANDARD SERVICE TELEPHONE OUTLET
CAT 5 COMBINED: COMPUTER DATA LINE AND TELEVISION CABLE OUTLET
SMOKE DETECTOR SHALL BE PROTECTED BY AND ARC-FAULT CIRCUIT
INTERRUPTER PER 2019 CEC 210.10. SMOKE DETECTORS SHALL HAVE A 10
YEAR BATTERY AND SHALL BE REPLACED 10 YEARS FROM THE DATE
MARKED ON THE UNIT PER 2019 CBC 907.2.11.2, AND 2019 CRC R314 - R315.
GAS LINE
HOSE BIB
JUNCTION BOX
HEATING OUTLET
IAQ FAN
HUMIDISTAT CONTROL
VACANCY LIGHT SWITCH
220 VOLT FUSED SWITCH
SINGLE POLE SWITCH WITH DIMMER
THERMOSTAT
CARBON MONOXIDE
ELECTRIC VEHICLE CHARGER
VACANCY SENSOR
UNDER-CABINET LED STRIP LIGHT
DUPLEX RECEPTACLE LOCATED ABOVE CEILING
CEILING EXHAUST FAN PANASONIC WHISPER FIT FAN 4" DUCT WITH
HUMIDITY CONTROL
HB
GAS
VS
CM
EVC
C5
S
VP
DUPLEX RECEPTACLE FOR TELEVISION
ELECTRIC PANEL
INDOOR AIR HANDLER, MINI-SPLITAC
F
H
ELECTRICAL ABBREVIATIONS
A AMP
AT AUTOMATIC TIME SWITCH CONTROL
AST ASTRONOMICAL TIME CLOCK
C/CW COLD WATER
D DIMMER / DIMMABLE
DED DEDICATED OUTLET / CIRCUIT
EMCS EMERGENCY MANAGEMENT CONTROL
SYSTEM (CENC 105 (K) 3,A,III,C)
EV ELECTRICAL VEHICLE
EVSE ELECTRIC VEHICLE SUPPLY EQUIPMENT
FAU FORCED AIR UNIT
FG NATURAL GAS
FL FLOURESCENT
FSR FIRE SPRINKLER RISER
GFI GROUND FAULT CIRCUIT INTERRUPTER
HB HOSE BIB
HC HUMIDISTAT CONTROL
HE HIGH EFFICACY
H/HW HOT WATER
JA8 COMPLAINT W/ APPENDIZ JA8
L, LED LED LIGHT FIXTURE
LVL EVSE LEVEL
MR MOISTURE RESISTANT (INDOOR)
MS MOTION SENSOR
PB PUSH BUTTON
PC PHOTOCELL
SOV SHUT OFF VALVE
VS VACANCY SENSOR
V VOLT
WP WEATHER PROOF (RATED FOR
EXTERIOR)
ELECTRICAL NOTES
CODE REFERENCES BASED ON
2022 CALIFORNIA ELECTRICAL CODE
1
MECHANICAL, ELECTRICAL AND PLUMBING SYSTEMS ARE SHOWN FOR INTENT ONLY. THESE
SYSTEMS SHALL BE ENGINEERED BY OTHERS. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR PROPER INSTALLATION AND PLACEMENT.
2
3
4
5
NUMBER OF CEILING JUNCTION BOXES NOT CONTAINING INSTALLED LIGHTING OR OTHER
DEVICES SHALL NOT EXCEED NUMBER OF BEDROOMS. ELECTRICAL BOXES MUST BE
SERVED BY A DIMMER, VACANCY SENSOR OR FAN SPEED CONTROL. CENC 150 (k) 1B
6
ELECTRONIC BALLASTS ARE REQUIRED FOR ALL LAMPS RATED 13 WATTS OR GREATER.
7
ALL INSTALLED LUMINAIRES SHALL BE HIGH-EFFICACY IN ACCORDANCE WITH CENC TABLE
150.0-A. (CENC 150 (k) 1A).
8
RECESSED LUMINAIRIES IN CEILINGS SHALL BE APPROVED FOR ZERO-CLEARANCE CONTACT
(IC) & CERTIFIED AIRTIGHT, SHALL NOT CONTAIN SCREW BASED SOCKETS, AND SHALL BE
SEALED WITH GASKET OR CAULK BETWEEN HOUSING AND CEILING, AND SHALL BE JA8
COMPLIANT, PER CENC 150.0 (k) 1C
9
DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LUMINAIRES REQUIRED TO HAVE JA8
COMPLIANT LIGHT SOURCES - CENC 150 (k) 2K).
a. LIGHTING IN CLOSETS LESS THAN 70 SQ.FT. ARE NOT REQUIRED TO BE JA8 COMPLIANT -
CENC 150(k) 2, k, EX. 1
b.RECESSED LIGHT FIXTURES IN HALLWAYS ARE NOT REQUIRED TO BE JA8 COMPLIANT -
CENC 150 (k) 2K, EX. 2
10
AT LEAST ONE LUMINAIRE IN BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY ROOMS
SHALL BE HIGH EFFICACY AND CONTROLLED BY VACANCY SENSORS (CENC 150 (k) 2J).
11
UNDERCABINET LIGHTING SHALL BE SWITCHED SEPARATELY FROM OTHER LIGHTING
SYSTEMS. (CENC 150 (k) 2L).
12
EXHAUST FANS SHALL BE SWITCHED SEPARATELY FROM LIGHTING SYSTEM. (OR SEE
EXCEPTION - CENC 150 (k) 2B.)
13
14
ALL KITCHEN, BATHROOM, LAUNDRY ROOM, GARAGE AND EXTERIOR RECEPTACLES SHALL
BE GFCI PER CEC 210.8(A)
15
ALL 125-VOLT, 15 AND 20 AMPERE DWELLING UNIT RECEPTACLES SHALL BE LISTED TAMPER-
RESISTANT PER CEC 406.12
16
PROVIDE A MINIMUM OF 2-20 AMP CIRCUITS TO KITCHEN COUNTERTOPS FOR SMALL
APPLIANCES PER CEC 210.11 (C) (1)
17
PROVIDE A MINIMUM OF 1-20 AMP LAUNDRY BRANCH CIRCUIT PER CEC 210.11 (C) (2)
18
A DEDICATED 120V, 20 AMP CIRCUIT SHALL SERVE THE REQUIRED BATHROOM OUTLETS. THIS
CIRCUIT CANNOT SUPPLY ANY OTHER RECEPTACLES, LIGHTS, FANS, ETC. CEC 210.11 (C) (3)
19
ALL BRANCH CIRCUITS SUPPLYING 12O-VOLT SINGLE-PHASE 15 & 20-AMPERE RECEPTACLE
OUTLETS INSTALLED IN KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS,
LIBRARIES, DENS, BEDROOMS, SUNROOMS, REC ROOMS, CLOSETS, HALLWAYS, LAUNDRY
AREAS, OR SIMILAR SHALL BE PROTECTED BY A LISTED ARC-FAULT CIRCUIT
INTERRUPTER(S) PER CEC 210.12(A).
20
STRUCTURED WIRING PANELS LOCATED IN CLOTHES CLOSET SHALL NOT CONTAIN
OVERCURRENT DEVICES PER CEC 240.24
21
A 120V ELECTRIC RECEPTACLE SHALL BE LOCATED WITHIN 3FT FROM THE WATER HEATER
AND BE ACCESSIBLE TO THE WATER HEATER WITHOUT OBSTRUCTIONS. (CENC 150 (n)1A)
22
23
RECEPTACLES THAT ARE REQUIRED AT THE FRONT AND REAR OF THE HOME, AND ON
BALCONIES, DECKS & PORCHES, MUST BE WITHIN 6 FEET 6 INCHES OF GRADE (AND
WATERPROOF AND GFCI PROTECTED). CEC 210.52 (E) & 210.8(A)
EXTERIOR LIGHT FIXTURES & WEATHERPROOF OUTLETS SHALL BE INSTALLED PER CEC
410.10(A) & 406.9, & CENC 150.0 (k) 3
EXTERIOR LIGHTING SHALL BE CONTROLLED BY MANUAL ON & OFF SWITCH THAT DOES NOT
OVERRIDE TO ON THE AUTOMATIC ACTIONS OF ITEMS ii OR iii BELOW. SHALL ALSO BE
CONTROLLED BY ONE OF THE FOLLOWING:
II. PHOTOCELL AND MOTION SENSOR OR
III. ONE OF THE FOLLOWING:
a. PHOTOCONTROL & AUTOMATIC TIMER
b. ASTRONOMICAL TIME CLOCK
c.RGY MANAGEMENT CONTROL SYSTEM (EMCS) AS NOTED CENC 150.0 (k) 3A
INTERNALLY ILLUMINATED ADDRESS SIGNS SHALL::
a. COMPLY WITH CENC 140.8; or
b. SHALL CONSUME NO MORE THAN 5 WATTS OF POWER AS DETERMINED ACCORDING
TO CENC 130.0 ( c)
24 SMOKE ALARMS SHALL BE INTERCONNECTED W/ BATTERY BACKUP OR EMERGENCY
ELECTRICAL SYSTEM CRC R314.4
25
SMOKE ALARMS SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: CRC R314.3 & R314.3.3
a. IN EACH SLEEPING ROOM
b.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS
c.ON EACH ADDITIONAL STORY
LOCATION REQUIREMENTS:
d.MIN. 3 FT. FROM BATHROOMS WITH TUBS OR SHOWERS.
e. MIN. 20 FT. FROM PERMANENTLY INSTALLED COOKING e) APPLIANCES. OR SEE
EXCEPTIONS NFPA 29.8.3.4 WHEN UNABLE TO ACHIEVE DISTANCE REQUIRED.
f.MIN. 3 FT. FROM TIP OF SUSPENDED CEILING FAN BLADE.
g.WITHIN 12 IN. VERTICALLY FROM HIGHEST POINT OF SLOPED OR COFFERED CEILINGS.
h.3 FT. HORIZONTAL PATH FROM THE SUPPLY REGISTERS OF A FORCED AIR HEATING OR
COOLING SYSTEM AND SHALL BE INSTALLED OUTSIDE OF THE DIRECT AIRFLOW FROM THOSE
REGISTERS.
26
CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: CRC
R315.3
a.OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE
BEDROOMS
b.ON EVERY OCCUPIABLE LEVEL, INCLUDING BASEMENTS c IN BEDROOMS CONTAINING A
FUEL-BURNING APPLIANCE (I.E. FIREPLACE)
** COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED IN LIEU
OF SMOKE ALARMS OR CO2 ALARMS CRC R314.5, R314.7.4, & R315.4
31
COMBINATION SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE INTERCONNECTED
AND RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, OR FROM A BATTERY
BACKUP WHEN PRIMARY POWER IS INTERRUPTED (CRC R314 AND R315)
32
TWO OR MORE SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR THE KITCHEN AND
ARE LIMITED TO SUPPLYING WALL AND COUNTER SPACE OUTLETS FOR THE KITCHEN,
PANTRY, BREAKFAST ROOM, DINING ROOM, OR SIMILAR AREAS. THESE CIRCUITS CANNOT
SERVE OUTSIDE PLUGS, RANGE HOOD, DISPOSALS, DISHWASHERS OR MICROWAVES - ONLY
THE REQUIRED COUNTERTOP/WALL OUTLETS INCLUDING THE REFRIGERATOR (CEC 210-11(C) &
210-52(B))
FAN/LIGHTS LOCATED WITHIN 3FT HORIZONTALLY AND 8FT VERTICALLY OF THE BATHTUB RIM
OR SHOWER STALL THRESHOLD SHALL BE LISTED FOR A DAMP OR WET LOCATION ARE
SUBJECT TO SHOWER SPRAY. (PER CEC 410.10 (D) )
COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED IN LIEU OF
SMOKE ALARMS OR CO2 ALARMS (CRC R314.5, R314.7.4, & R315.4)
27
ATLEAST ONE 120-VOLT, 20-AMPERE BRANCH CIRCUIT SHALL BE INSTALLED TO SUPPLY
RECEPTACLE OUTLETS IN ATTACHED GARAGES AND IN DETACHED GARAGES WITH ELECTRIC
POWER. THIS CIRCUIT SHALL HAVE NO OTHER OUTLETS. EXCEPTION: CIRCUIT SHALL BE
PERMITTED TO SUPPLY READILY ACCESSIBLE OUTDOOR RECEPTACLE OUTLETS (CEC 210.11)
MECHANICAL NOTES
CODE REFERENCES BASED ON
2022 CALIFORNIA MECHANICAL CODE
1.
2.
3.
4.
5.
6.
7.
8.
a.
b.
9.
10.
11.
12.
13.
14.
15.
16.
17.
ROOMS CONTAINING TUBS, SHOWERS OR SIMILAR BATHING
FIXTURES SHALL BE MECHANICALLY VENTILATED IN
ACCORDANCE WITH CMC APPDX E 605.2 & CRC R303.3.1
INCLUDING ACCESSIBLE HUMIDISTAT CONTROL (CGBC 4.506.1)
ALL EXHAUST DUCTS SHALL HAVE SMOOTH INTERIOR SURFACE
AND TERMINATE OUTSIDE THE BUILDING AND SHALL BE
EQUIPPED WITH A BACKDRAFT DAMPER. (CMC 504.1)
TERMINATION OF ALL ENVIRONMENTAL AIR DUCTS (i.e.,
CLOTHES DRYER VENTS, BATH AND UTILITY FANS, ETC.) SHALL
BE A MINIMUM OF 3 FEET FROM PROPERTY LINES OR ANY
OPENINGS INTO THE BUILDING. PER CMC 502.2.1
DRYER VENT OUTLET SHALL BE MIN. 5 FT. FROM AIR
CONDITIONING CONDENSER (CENC 150 (h) 3.A)
PROVIDE MIN. 4" DIA. SMOOTH METAL DRYER VENT W/
BACKDRAFT DAMPER TO EXTERIOR. VENT RUN SHALL
COMPLY WITH MNFR.'S SPECS. AND CMC 504.4.2 & 908.
LENGTH OF RUN MAY EXCEED 14'-0" IF PERMITTED BY DRYER
MNFR.'S INSTALLATION INSTRUCTIONS AND APPROVED BY THE
AUTHORITY HAVING JURISDICTION.
WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A
CLOTHES DRYER, AN OPENING OF NOT LESS THAN 100
SQUARE INCHES FOR MAKEUP AIR SHALL BE PROVIDED IN THE
DOOR OR BY OTHER APPROVED MEANS PER CMC 504.4.1
WHOLE BUILDING VENTILATION SHALL BE PROVIDED AND
CONFIRMED THRU FIELD VERIFICATION & DIAGNOSTIC TESTING,
PER CENC 150 (o)
CALCULATION: 1 CFM PER 100 SF. FLOOR AREA PLUS
NUMBER OF BEDROOMS PLUS ONE, MULTIPLIED BY 7.5 CFM.
EXAMPLE: 1500 SF HOME W/ 3 BEDRMS = 15 CFM BLDG +
30 CFM PER OCCUPANT = 45 CFM REQUIRED.
HOUSEHOLD COOKING APPLIANCES SHALL HAVE A VERTICAL
CLEARANCE ABOVE THE COOKING TOP OF NOT LESS THAN
30INCHES TO COMBUSTIBLE MATERIAL OR METAL CABINETS
(CMC 920.3.2)
CLOTHES DRYER EXHAUST DUCT SHALL NOT BE CONNECTED
TO A VENT CONNECTOR, GAS VENT OR CHIMNEY AND SHALL
NOT TERMINATE INTO A CRAWL SPACE, ATTIC OR OTHER
CONCEALED SPACE.
EXHAUST DUCTS SHALL NOT BE ASSEMBLED WITH SCREWS OR
OTHER FASTENING MEANS THAT EXTEND INTO THE DUCT AND
THAT ARE CAPABLE OF CATHING LINT, AND THAT REDUCE THE
EFFICIENCY OF THE EXHAUST SYSTEM.
SCREENS SHALL NOT BE INSTALLED AT THE DUCT
TERMINATION.
WHERE JOINING OF DUCTS, THE MALE END SHALL BE INSERTED
IN THE DIRECTION OF AIRFLOW (CMC 504.4)
DOMESTIC CLOTHES DRYER MOISTURE EXHAUST DUCTS SHALL
NOT EXCEED A TOTAL COMBINED HORIZONTAL AND VERTICAL
LENGTH OF 14FT, INCLUDING TWO 90-DEGREE ELBOWS. A
LENGTH OF 2FT SHALL BE DEDUCTED FOR EACH 90-DEGREE
ELBOW IN EXCESS OF TWO (CMC 504.4.2.1)
CLOTHES WASHER STANDPIPES SHALL BE 2INCH IN DIAMETER.
NO TRAP FOR A CLOTHES WASHER STANDPIPE RECEPTOR
SHALL BE INSTALLED BELOW THE FLOOR, BUT SHALL BE
ROUGHED IN NOT LESS THAN 6INCHES AND NOT MORE THAN
18INCHES ABOVE THE FLOOR. (CPC 804.1)
NO STANDPIPE RECEPTOR FOR A CLOTHES WASHER SHALL
EXTEND MORE THAN 30INCHES AND NOT LESS THAN 18INCHES
ABOVE ITS TRAP. (CPC 804.1)
SHEET NO.:
SHEET
TITLE:
AS SHOWN
SCALE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
DE
L
T
A
C
O
N
S
T
R
U
C
T
I
O
N
C
O
.
86
7
1
G
A
R
D
E
N
G
R
O
V
E
BL
V
D
.
,
G
A
R
D
E
N
G
R
O
V
E
71
4
-
9
8
7
-
0
7
8
7
A4
PROPOSED
ELECTRICAL
PLAN
04/10/2024
19
2
9
&
1
9
2
7
S
HI
C
K
O
R
Y
S
T
.
,
SA
N
T
A
A
N
A
,
C
A
92
7
0
7
NE
W
D
E
T
A
C
H
E
D
AD
U
SCALE: 1/4" = 1'-0"1 PROPOSED ELECTRICAL PLAN N
RE
V
I
S
I
O
N
T
A
B
L
E
NU
M
B
E
R
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
1927 & 1929 S
Hickory St2/12/2025
Geotechnical Investigation Report
FOR:
1929 S. Hickory St. Santa Ana, CA 92707
SCOPE OF WORK:
Soils Report for Proposed Detached ADU,
Engineer:
Ehab Elias
24881 Alicia Pkwy, Ste E-#222
Laguna Hills, CA 92653
1927 & 1929 S
Hickory St2/12/2025
In accordance with the requirements of the City of Santa Ana this soils report has been
prepared for the proposed project.
Follow is a summary of our findings, conclusions and recommendations.
Site Description and Proposed Development
The subject property is located on the easterly side of Hickory St, south of Occidental St, north
of Saint Andrew Place, east of Main Street, west of Standard Avenue, south of Edinger Avenue
and north of Warner Avenue.
A one-story house exists at the site.
Based on the Site Plan prepared by the designer, we understand that the proposed ADU will be
located in the front yard area. Note: The front yard area where the proposed ADU will be
located is currently covered with minor grass and concrete slab.
Note to the geotechnical report reviewer: Please see the full-scale plans prepared by the
architect/designer/civil engineer which are separately submitted to the City for review, for
clarifications/details of the proposed development, as needed.
The site is relatively flat; and we understand that minimal raw cut/fill is expected for the site.
Geotechincal conditions
Based on the published geologic map prepared by the California Division of Mines and Geology
(CDMG), the site is located within a broad flat alluvium and colluvium area.
One test hole has been drilled using a small diameter auger hand-operated drilling tool down to
5 ft deep. The approximate location of our test hole is depicted on the attached Site Plan. The
geotechnical log of the test hole is included in Appendix B.
Expansion index and atterberg limits test were performed, and the laboratory test results are
also included in Appendix B.
Based on our filed observation and testing, the near-ground surface soils at the site generally
consisted of silty fine sand, damp to moist and have a very low expansion potential.
It is noted that the subject site is a previously graded lot which was previously approved by the
City of construction of the existing house; and the subject approved lot is also surrounded by
previously approved lots where houses exist. Distress to the on-site and off-site existing houses
due to deep-seated settlement of the underlying earth materials was not observed and or
reported. Thefore, deep-seated settlement is not anticipated to be a problem for the proposed
new structures. Therefore, drilling deeper test hole(s) substantial sampling and consolidation
1927 & 1929 S
Hickory St2/12/2025
testing for verification of potential deep-seated settlement are not considered necessary and
not performed for this project.
The lowest bearing capacity of 1,500 psf. Is recommended to be used for the proposed new
structures. Therefore, direct shear testing is not considered necessary and not performed for
this project.
For conservative purposes, Type V cement with concrete strength of 4,500 psi is recommended
to be used for concrete in contact with the on-site soils. Therefore, sulfate content testing is
not considered necessary and not performed for this proposed project.
Problems of the underlying soils, if any have been previously properly treated and judged to be
adequate for structural support, and approved by the City prior to construction of the existing
house. In addition, for conservative purposes, remedial removal/ over-excavation and
recompaction of the existing soils underlying the proposed new structure is recommended for
this project. Therefore, conventional laboratory tests such as moisture content & in-situ
density, grain-size analysis, etc. are not considered necessary and not performed for this
project.
Groundwater
Free standing groundwater was not encountered in our 5 ft deep test hole.
Free standing ground water was not reported to be an issue at the site and in the vicinity deep
footing/excavation are not proposed for the site; therefore adverse effects due to groundwater
are not anticipated for the proposed development. Historic groundwater levels have been
recorded approximately 20’ to 25’ below ground surface.
Note: it is not anticipated; however, if wet soils are encountered, removal of the wet soil and
replacement with drier soils/cement slurry can be performed. In addition, if need crushed rock
and or geogrid for bridging, etc. can also be used. This will be determine by the geotechnical
consultant based on the exposed conditions during the excavations the site
Seismicity
The subject site is located in Southern California, which is a major earthquake-pr zone.
Therefore, the owner(s) of this property should be aware of the seismic r associated with being
located in this zone.
The Soil Site Class D Default can be used for the soils underlying the subject site.
The Seismic Design Category D can be used for the site.
The following seismic parameters obtained from the computer
program seismicmaps.org prepared by SEAOC [Structural Engineers Association California] in
1927 & 1929 S
Hickory St2/12/2025
conjunction with California's Office of Statewide Health Planning Development [OSHPD]) in
accordance with ASCE7-16 can be used for the site.
· Fa= 1.2
· Fv=null*
· Mapped Spectral Accelerations Values:
o Ss= 1.278 (for the short period of 0.2 second)
o S1=0.457 (for the 1-second period)
Maximum Considered Earthquake Spectral Response Accelerations:
o SMs FaSs=1.534 (for the short period of 0.2 second)
o SM₁ = FvS = null* (for the 1-second period)
Design Spectral Response Accelerations:
· SDs= 2/3 SM,= 1.022 (for the short period of 0.2 second)
· SD1 = 2/3 SM₁ = null* (for the 1-second period)
· PGA=0.54
Please see ASCE 7-16, Section 11.4.8. Please see APPENDIX C for additional seismic parameters,
as needed
Note: In general, the structural consultant of record for this project should review the seismic
parameters provided in this report and the 2022 CBC to evaluate the seismic design. Final
selection of design coefficients should be made by the structural consultant based on the local
laws and ordinances, expected structure response, and the desired level of conservatism.
The civil/structural design engineer should consult with the project geotechnical consultant, if
additional geotechnical information is needed for structural seismic design.
Faults
No active faults are known to exist within or near the site. The probability of primary surface
rupture or deformation at the site is, therefore, considered very low.
The site is not designated to be located within the Special Studies/Earthquake Zone under the
Alquist-Priolo Special Studies Act.
Liquefaction Potential
Based on the State of California SEISMIC HAZARD ZONES Map, Anaheim Quadrangle, the
subject site is located within a potential liquefaction zone. Therefore, the owner(s) of this
property should be aware of the risks associated with the potential liquefaction such as
structural distress due to the potential differential settlement caused by the potential
liquefaction.
1927 & 1929 S
Hickory St2/12/2025
Potential Consequences of Liquefaction or Secondary Liquefaction Included Hazards
Potential consequences of liquefaction or secondary liquefaction included hazards generally
consist of differential settlement (vertical deformations), lateral movement/lateral spreading
(horizontal deformations), oscillation, and reduction in foundation soil-bearing capacity
(bearing failure).
A sloping condition or drainage or stream channel does not exist at the site; therefore, lateral
movement/lateral spreading, oscillation, etc. due to potential liquefaction are not anticipated
to be credible hazards for the proposed new structure.
In general, based on our experience, differential settlement due to liquefaction (and reduction
in foundation soil-bearing capacity) is roughly estimated to be about 1/4 inch (for a horizontal
distance of 30 feet).
We believe if the area would be "liquefied" in the future due to a very strong earthquake, the
potential damage to the proposed new structure which will be properly structurally designed in
accordance with the new up-to-date codes would be much less severe than the existing on-site
structures and surrounding existing houses which have been previously structurally designed
based on old codes (which are much less stringent thanhe current new codes). However, the
owner(s) of this property should be aware of the potential damage to the new structure due to
liquefaction.
In summary, it should be recognized that structural mitigation may not reduce the potential of
the soils to liquefy during an earthquake; and there will remain some risk that the new
structure could still suffer damage if liquefaction occurs, during a very strong earthquake.
Note: In accordance with the California Geological Survey (CGS), Special Publication (SP) 117A, a
detailed site-specific liquefaction study is not required for this project, since the proposed new
dwelling structure is not exceeding two-story and is not part of a development of four or more
dwelling units.
Slope Stability
The site is a flat area; therefore, slope instability is not a concern for the proposed
development.
CONCLUSIONS AND RECOMMENDATIONS
General Conclusions
Construction of the proposed structure at the subject site is considered geotechnically feasible,
provided the recommendations outlined in this report are implemented.
1927 & 1929 S
Hickory St2/12/2025
Note: The conclusions and recommendations of this report are based on information as
interpreted from our limited subsurface investigation. It is not anticipated but they should be
revised accordingly if geotechnical conditions to be exposed during site preparation/ grading
and construction significantly differ from our findings and interpretations.
In general, a conventional shallow foundation can be used for support of the proposed
structure.
The following recommendations are considered minimum and may be superseded by more
restrictive requirements of the architect, civil/structural engineer, building codes, or governing
agencies.
Geotechnical Impact on Neighboring Properties
Adverse geotechnical impact of the proposed development on the neighboring properties is not
anticipated, provided the recommendations outlined in this report are properly implemented.
Site Preparation/Grading
Over-excavation / remedial removal for the proposed first-floor with slab-on-grade area:
To create a relatively uniform new engineered compacted fill layer for the proposed new
structural slab-on-grade area, over-excavation and re-compaction of about 3 ft. deep
(measured from the existing ground surface) of the existing on-site soils should be performed.
The lateral limits of the over-excavation should be minimum equal to depth of removal (3 ft. in
this case) beyond the outside perimeter of the proposed new structure. The existing rear yard
area where the proposed accessory dwelling unit will be located is currently covered with
(exterior) concrete slabs which will be removed to replace with new (interior) slabs-on-grade of
the proposed ADU.
Other Recommendations:
The new fill/backfill soils should be free of organic matter and oversized materials, 4 inches or
greater in diameter, placed in near-horizontal loose lifts not to exceed eight inches in thickness,
and moisture conditioned to slightly over optimum moisture content prior to compaction.
Imported soils, if any, should have a very low expansion potential and should be geotechnically
observed/tested and accepted by the geotechnical consultant prior to using at the site.
In general, grading at the site should be performed in accordance with the requirements of the
City and under the geotechnical observation and testing of the project geotechnical consultant.
The compaction criterion for fill and backfill materials is a minimum of 90% of the maximum
density determined in accordance with ASTM Test Method D1557.
1927 & 1929 S
Hickory St2/12/2025
Temporary Excavations
In general, temporary excavations should be performed in accordance with OSHA
requirements.
In general, care should be taken during excavation near an existing structural object, if any to
ensure no damage is done to the existing object. In general, based on our experience with
many similar projects in the City of Santa Ana, temporary excavation next to existing building
footings does not affect the existing footings. However, if needed, excavations in sections,
about 10 to 15 ft. long can be performed. This will be determined by the geotechnical engineer
of record based on the conditions to be exposed during excavation.
The above temporary excavation recommendations can be changed by the geotechnical
consultant based on conditions to be exposed in the field during excavations
BUILDING FOUNDATION DESIGN GUIDELINES
Geotechnical Parameters For Structural Design
For conservative purposes, the following "lowest" code values should be used for structural
design, as needed.
A. Allowable vertical bearing earth pressure: 1,500 psf.
An increase of one-third is permitted when using the combinations that include wind or
earthquake loads.
B. Lateral bearing passive earth pressure: 100 psf. per foot into competent materials
below the finished ground surface.
An increase of one third is permitted when using the alternative load combinations that
include wind or earthquake loads.
C. Lateral Sliding Resistance: cohesion = 130 psf.
The cohesion value is to be multiplied by the contact area.
In no case shall the lateral sliding resistance exceed one-half the dead load.
D. Soil unit weight: 120 pcf.
New Building Footings
In general, the foundation system for the proposed structure must be properly designed by the
civil/structural design engineer of record for this project and reviewed and approved by the city
prior to construction.
The adequacy for support of the proposed structure of the existing footings should be
evaluated by the civil/structural design engineer of record for this project. Underpinning
footings can be provided, if needed.
1927 & 1929 S
Hickory St2/12/2025
New building footings should be embedded minimum 24-inches below the adjacent lowest
finished grade. Minimum widths for isolated columns/pad footings, if any, should be 24-inches,
and for continuous wall footings should be 12-inches for one-story and 15- inches for two story
portions. Minimum reinforcement for new continuous footings should be two #5 re-bars at top
and two #5 re-bars at bottom.
Settlement
Distress to the existing house due to settlement of the underlying soils was not observed.
Therefore, deep-seated settlement of the soils underlying the site is not considered to be a
concern for the proposed development.
In general, based on our experience, the conventional total settlement of ½ inch and a
differential settlement of ¼ inch over a horizontal distance of 30 feet are anticipated for the
proposed new structure and would occur during the construction stage.
New (Interior) Building Slabs-on-Grade
New (interior) building slabs-on-grade should be minimum 5 inches thick, reinforced with #4 re-
bars at 16 inches on centers, or equivalent, placed at mid-height of the slab.
New slabs should be underlain by a 2-inch thick layer of clean sand. For moisture sensitive floor
areas, the new slabs should be underlain by a 10-mil polyethylene moisture barrier membrane
(such as Visqueen). The moisture barrier membrane should be properly lapped and sealed at
joints and around any breaks such as openings for utility conduits.
Note: CAL Green Code, and/or other applicable codes/City's requirements should govern and
be followed. The entire slab-on-grade system including the capillary break / vapor/moisture
retarder should be properly designed by the project civil /structural design engineer of record
(but not by the geotechnical engineer) and reviewed and approved by the City prior to
construction.
New Exterior Slabs-on-Grade
To reduce the potential for excessive cracking, new exterior concrete slabs-on-grade, if any,
should be minimum 4 inches thick, provided with construction or weakened plane joints at
frequent intervals (e. g., every 6 feet or less). Provision of a 2-inch thick layer of crushed rock,
gravel, or clean sand to be placed beneath the slabs and/or reinforcement, such as #3 re-bars at
24 inches on-centers, or equivalent, placed at the mid-height of the slab should be considered.
The subgrade soils for the exterior slabs should be properly re- compacted.
Slab Subgrade Pre-Saturation
The conventional pre-saturation of subgrade soils to minimum 140% of the optimum moisture
content to minimum 24 inches deep is not considered necessary for this project. However,
spraying with water should be performed prior to concrete pour.
1927 & 1929 S
Hickory St2/12/2025
Other Recommendations for Reducing Slab Cracking
While not a geotechnical issue, the potential for slab cracking may also be reduced by careful
control of water/cement ratio and stump of concrete. The contractor should take appropriate
curing precautions during the pouring of concrete in hot weather to reduce racking of slabs.
A slip sheet (or equivalent) can be utilized if grouted tile, marble tile, or other crack sensitive
floor covering is planned directly on concrete slabs.
New Driveway
The minimum section required by the City can be used for a new driveway, if any, It there is no
minimum requirements by the City, a 5-inch thick concrete slab (PCC) reinforced with #4 rebar
(placed at mid-height of slaba) at 18 inches on centers both ways, or S-in. thick asphalt concrete
(AC), or equivalent, over a 6-inch thick layer of aggregate base (AB) can be used. The aggregate
base and subgrade should be properly compacted to a minimum of 95% and 90%, respectively,
of the maximum density determined in accordance with ASTM D1557 prior to placement of the
concrete slab Spraying the compacted subgrade soils with water should be performed prior to
comerete pour
If pavers are to be used, they must be properly designed by the civil engineer of record for this
project and approved by the city prior to construction. Additional geotechnic data can be
provided for design, if requested.
Site Drainage
In general, proper surface drainage should be checked, improved as needed, maintained to
ensure surface water flows away from all structures. Requirements by city and applicable CBC
(2022 CBC) should also be followed.
Roof gutters should be properly provided. Roof drains, gutters and downspouts should
maintained to function as intended. Outlet drains should be kept open.
Irrigation at the site, if any, should be kept to a minimum required to support plant life.
In the future, sources of uncontrolled water, such as leaky sewer, water (domestic irrigation) or
drainpipe, should be repaired if identified.
Seismic Design
We recommend the proposed new structure be structurally designed to meet applicable
building codes and requirements of the controlling governmental agency. The seismic
parameters provided in the "Seismicity" section of this report can be used. The civil/structural
design engineer should consult with the project geotechnical consultant, if additional
geotechnical information is needed for the seismic design.
Cement Type For Concrete in Contact with On-Site Earth Materials
1927 & 1929 S
Hickory St2/12/2025
Our previous tests performed on the soils of many lots in the City of Garden Grove which are
similar to the on-site soils show negligible water soluble sulfate contents. Sulfate attack on
concrete was not observed for the existing on-site house and other houses in the surrounding
areas. It appears sulfate attack on concrete is not a problem in the City of Santa Ana. However,
for conservative purposes, Type V cement with a maximum water/cement ratio of 0.45 and a
minimum concrete strength, fe of 4,500 psi is recommended to be used for concrete in contact
with the on-site soils. Additional water- soluble sulfate content testing can be performed for
the soils at the site, as needed. The test can be conducted during and/or after completion of
site preparation/grading.
The applicable California Building Code (2022 CBC) and other requirements by controlling
governmental agencies should be followed.
Corrosion To Ferrous Metals and Copper
For conservative purposes, the on-site soils can be considered severely corrosive to ferrous
metals and copper. Underground/buried ferrous metals or copper are not planned to be used
for this project. However, if underground/buried ferrous metals or copper are planned to be
used at the site, they should be properly protected. A corrosion specialist can be consulted.
Testing can be performed for verification of the potential corrosion of the soils at the site to
ferrous metals and copper, if needed. The test can be performed during and/or after
completion of grading.
Geotechnical Review of Grading and Foundation Plans
Based on the City's requirements, the project geotechnical consultant should review, "approve"
and sign the project grading and foundation plans with details/specifications, if any, indicating
conformation to applicable geotechnical recommendations.
We will corporate with the civil/structural design engineers who prepare the plans to ensure
our geotechnical recommendations are properly incorporated into the plans.
Geotechnical Observation and Testing During Construction
We recommend that a qualified geotechnical consultant be retained to provide geotechnical
engineering services, including geotechnical observation/testing, during the construction phase
of the project. This is to verify the compliance with the design, specifications and/or
recommendations, and to allow design changes in the event that subsurface conditions differ
from those anticipated.
Geotechnical observation/testing can be performed at the following stages:
· During ANY grading operations, including excavation, removal, filling and backfilling, etc.
1927 & 1929 S
Hickory St2/12/2025
· During and after excavation for footings to verify the adequacy of underlying materials.
· After pre-saturation of slab subgrade earth materials, if any, prior to pouring concrete.
· After compaction of subgrade soils and/or aggregate base for exterior slabs and or
driveway, if any.
· During backfill of drainage and utility line trenches, if any, to verify proper compaction.
· When/If any unusual geotechnical conditions are encountered.
Note: If Geotechnical International is not provided the opportunity to perform the geotechnical
observation/testing during the construction phase, Geotechnical International will take no
responsibility for the conclusions and recommendations contained in our report in the event
that subsurface conditions differ from those interpreted and anticipated during our preliminary
investigation phase prior to the start of construction.
CLOSURE
The conclusion and recommendations contained in this report are presented based on
geotechnical data as described herein which are believed representative of the total project
area. However, earth materials can vary in characteristics, both laterally and vertically, and
those variations could affect the conclusions and recommendations contained herein. As such,
observation and testing by a qualified geotechnical consultant during the construction phase of
the project are essential to confirming the basis of this report.
This report has been prepared consistent with that level of care being provided by other
professionals providing similar services at the locale and time period. The contents of this
report are professional opinions and as such, are not to be considered a guaranty or warranty.
This report should be reviewed and updated after a period of one year or if the lot ownership
or site conditions / proposed development change from that described herein.
The following are attached and complete our report:
Appendix A - References
Appendix B-Geotechnical Log of Test Hole and Laboratory Test Results
Appendix C-Seismic Data
Figure 1 - Vicinity Map
Figure 2-Site Plan/Geotechnical Map
1927 & 1929 S
Hickory St2/12/2025
If you have any questions or require clarification, please contact this office. This opportunity to
be of service is sincerely appreciated.
1927 & 1929 S
Hickory St2/12/2025
REFERENCES
1. California division of mines and geology (CDMG), the Resources Agency, Dept. of
Conservation, 1981, “Geology Map of Orange County Showing Mines and Mineral
Deposits”, scale 1:48,000, 1”= 4000’, or 1”=0.76 miles, prepared in corporation with
Count of Orange EMA, complied by P.K. Morton and R.V. Miller , dated 1981
2. California Division of Mines and Geology (CDMG), Department of Conservation, 1997,
1998, “Seismic Hazard Zones, Anaheim Quadrangle”, Scale 1:24,000 (1”=2,000 ft or
1”=0.38 miles), released April 15, 1998.
3. U.S.G.S., United States Department of Interior, Geological Survey, 1965, 1981,
“Topographic Map, Anaheim Quadrangle, California,-Orange Co.”, 7.5 Minute Series,
scale 1:24,000 (1”24,000 (1” = 2000ft or 1”=0.38 mile, dated 1965, photo-revised 1981
4. CDMG, 1997, Seismic Hazard Zone, Report 03, Seismic Hazard Zone Report for the
Anaheim and Newport each 7.5 – Minute Quadrangles, Orange County, California”
dated 1997.
1927 & 1929 S
Hickory St2/12/2025
APPENDIX B
GEOTECHINCAL LOG OF TEST HOLE
AND
LABORATORY TEST RESULTS
1927 & 1929 S
Hickory St2/12/2025
GEOTECHNICAL LOG OF TEST HOLE
Date: June 28, 2023
Project No. Barnett
Hole Diameter: 4 +/- inches
Depth Description
1’-3’ +/- Gray silty fine sand, damp to moist, medium dense.
3’ – end Light gray silty fine sand, moist, medium dense.
Total depth: 5 ft +/-
No Caving
No Free Standing Groundwater
Hole back-filled with on site soils
1927 & 1929 S
Hickory St2/12/2025
EXPANSION INDEX TEST RESULTS
Sample location TH-1 @0’-3’
Compacted Dry Density (pcf) 107.0
Moisture content/compacted Final 10.5/18.7
Expansion Index 0
Expansion Potential Classification Very Low
Test Method: ASTM D4829
1927 & 1929 S
Hickory St2/12/2025
ATTERBERG LIMITS TEST RESULTS
Sample location TH-1 @0’-3’
Liquid Limit Sandy, could not perform the test
Plastic Limit
Plasticity Index
Test Method: ASTM D4318
1927 & 1929 S
Hickory St2/12/2025
APPENDIX C
SEISMIC DATA
1927 & 1929 S
Hickory St2/12/2025
!" !"! #$$% $ #$&'()*+&
$$#$! ,-!
./0/121345678912:;12<=:<1>=<;1?>1/0@A@;1B2>
C<:4:DEF;1C7=G4:DEFH1IIJ@00K@A.;1L..@JMKA0N/O
P<:F
PFQ4G=1?7EF1RFSF8F=5F1P75DTF=:
UVW X
R4Q61?<:FG789 YY
24:F1?Z<QQ W"#$[
\]
^9_F `<ZDF PFQ584_:47=
UVa #! [" ! !]
b
UVa #! [" !]
b\
W!"! $$ $#
#$$W
W!"! $$ $#
c# ! $# !
#$$W
c# ! $# !
^9_F `<ZDF PFQ584_:47=
U #$$W
! d
e
$"" !
e #$$W
$"" !
f b
UV , #!$
ef
$"" f
f
X
!"!, #!$
gh hW ! !!
ag f $ ,W ! #! [ !]
i \\ e !#" Wj ![k $d"-!bd ] $$
X\ e !! $ $# [ !]
ag b f $ ,W ! #! [ !]
i l\ e !#" Wj ![k $d"-!bd ] $$
X e !! $ $# [ !]
f ! XX e !! $ $# [f, #! $ ]
f i b " Wj ![k $d"-!bd ]f, #! $
Ua
l\
! $#" ,"" !
Ua l
! $#" ,"" !"
Um \bX m $""
1927 & 1929 S
Hickory St2/12/2025
!
"#$ %&&#'%&
( (
)*% % &+ + &#, #&#,$ + , - # %&#+#%&
+% #%+$ ,$#+.%' $$+ ,+&#,%#&#,&, #% $#
( (
)*%%+$$
#+%/+%$+ $#'. %0#%$#%$ +&+$ % %$ 1+ %$+ $# %#, +#$
% '%%&,& $$ $ &+###&#, $ ++ $++$&%#, '#&,' &+#%%&% &#$ &+#%%
'#% $ &+#%% &%&,#+%#+%# +#$&
1927 & 1929 S
Hickory St2/12/2025
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
1927 & 1929 S
Hickory St2/12/2025
STRUCTURAL CALCULATIONS
FOR:
1929 S. Hickory St. Santa Ana, CA
SCOPE OF WORK:
Detached ADU
Engineer:
Ehab Elias
24752 Via Balboa
Laguna Hills CA, 92653
1927 & 1929 S
Hickory St2/12/2025
CODE: 2019 CALIFORNIA BUILDING CODE WITH LOCAL ADDENDA
Timber Douglas Fir Larch
Rafters & Joints: #2 Grade
Beams & Headers: As noted on plans
Concrete F c’ = 2,500 PSI @ 28 days
Reinforcing Steel ASTM A-615
#4 & Smaller, Grade
#5 & Larger, Grade
Soil Value 1,500 PSF per Soils IBC
Typical Weights:
Item PSF
R-38 INS 1.5
½ Gyp Board 2.2
Roofing (Shingles) 3.0
2x4 @ 16” O.C 1.1
2x6 @ 16” O.C 1.7
2x6 @ 24” O.C 2.3
2x8 @ 24” O.C 1.5
½ Plywood 1.5
Stucco (7/8) 10.0
R-13 0.5
R-19 0.8
2x10 @ 16” O.C. 3.0
2x10 @ 24” O.C. 2.0
2x12 @ 16” O.C. 3.3
2x12 @ 24” O.C. 2.4
14” TJI Joist 4.2
TPO Roofing 0.5
¾ Plywood 3.0
Rigid Fiberglass (1” thick) 1.5
5/8 Gyp Board 2.8
5/8 Gyp Type X 3.0
2x4 Interior Walls 10.0
1927 & 1929 S
Hickory St2/12/2025
3/8” Plywood 1.1
5/8” Plywood 1.8
¾” Plywood 2.2
Glasss Wool 0.2
Ceramic Tile, ¾” 10.0
Wood Paneling 2.5
Clay Roof Tile 6.5
Hardie Board 2.3
1927 & 1929 S
Hickory St2/12/2025
LOADS
Wall Loads (Exterior)
2x4 @ 16 1.1
½ CDX Plywood 1.5
½ Gyp Board 2.5
R-13 0.5
Siding 10.0
TOTAL 15.6+MISC = 17 DEAD LOAD
Roof Loads
Asphalt Shingles 3
Framing 2x6 @ 16 O.C. 1.7
Roofing Paper 0.3
½ Plywood 1.5
TOTAL 6.5 = 7 PSF Dead Load
20 PSF Live Load
Ceiling Loads
R-38 1.5
Framing 2x6 @ 16 O.C. 1.7
DryWall 2.2
TOTAL 5.4 = 6 PSF Dead Load
10 PSF Live Load
1927 & 1929 S
Hickory St2/12/2025
SEISMIC DESIGN
1927 & 1929 S
Hickory St2/12/2025
!" !"! #$$% $ #$&'()*+&
$$#$! ,-!
./0/121345678912:;12<=:<1>=<;1?>1/0@A@;1B2>
C<:4:DEF;1C7=G4:DEFH1IIJ@00K@A.;1L..@JMKA0N/O
P<:F
PFQ4G=1?7EF1RFSF8F=5F1P75DTF=:
UVW X
R4Q61?<:FG789 YY
24:F1?Z<QQ W"#$[
\]
^9_F `<ZDF PFQ584_:47=
UVa #! [" ! !]
b
UVa #! [" !]
b\
W!"! $$ $#
#$$W
W!"! $$ $#
c# ! $# !
#$$W
c# ! $# !
^9_F `<ZDF PFQ584_:47=
U #$$W
! d
e
$"" !
e #$$W
$"" !
f b
UV , #!$
ef
$"" f
f
X
!"!, #!$
gh hW ! !!
ag f $ ,W ! #! [ !]
i \\ e !#" Wj ![k $d"-!bd ] $$
X\ e !! $ $# [ !]
ag b f $ ,W ! #! [ !]
i l\ e !#" Wj ![k $d"-!bd ] $$
X e !! $ $# [ !]
f ! XX e !! $ $# [f, #! $ ]
f i b " Wj ![k $d"-!bd ]f, #! $
Ua
l\
! $#" ,"" !
Ua l
! $#" ,"" !"
Um \bX m $""
1927 & 1929 S
Hickory St2/12/2025
!
"#$ %&&#'%&
( (
)*% % &+ + &#, #&#,$ + , - # %&#+#%&
+% #%+$ ,$#+.%' $$+ ,+&#,%#&#,&, #% $#
( (
)*%%+$$
#+%/+%$+ $#'. %0#%$#%$ +&+$ % %$ 1+ %$+ $# %#, +#$
% '%%&,& $$ $ &+###&#, $ ++ $++$&%#, '#&,' &+#%%&% &#$ &+#%%
'#% $ &+#%% &%&,#+%#+%# +#$&
1927 & 1929 S
Hickory St2/12/2025
sheet no.:A2
Project:1929 Hickory
ROOF: roof DL= 10 psf
partitions=5 psf
W roof=15 psf
2ND FLOOR:floor DL=0 psf
partitions=0 psf
w floor=0 psf
W Total=15 psf
Latitude;33.72267
longitude:-117.8602
Ss 1.278
S1 0.457
Site Class:D
Risk Category:II ASCE 7 Table 1.5-1
Ie=1 ASCE 7 Table 1.5-2
Fa=1.2
SMS 1.534
SDS 1.022
D ASCE 7 Table 11.6-1
rho=1.3
Plywood Shear Walls
6.5 ASCE 7 Table 12.2-1
Base Shear Coefficient SDS*I/R=Cs=0.157 (Strength)
0.7SDS*I/R Cs=0.110 (Service)
V=CsW=V=2.77 psf
Seismic Calcs
15 lb/sf Lb
1012 sf
10,251 lb
134 ft
4.5 ft
17 lb/sf
25,431 lb
2.77 lb/sf
Wind Load Calcs
9.6 lb/sf
L=44 7,603 lb
W=23 3,974 lb
Wind Load= Wind Pressure x Wall Height x L x 2=
Wind Load= Wind Pressure x Wall Height x W x 2=
Celing Heigh / 2 =
Wall Wight =
Wtotal= Wroof + Wwall =
V = Cs x Wtotal/Bld Area =
Wind Pressure (16 lb/sf) x 0.6
Wroof = Bld. Area x Roof SF weight=
Bld. Area=
15,180
Wwall = Bld. Circumference x (ceiling heigh/2)x wall wight per LF
Bld. Circumference =
Importance Factor:
Site Coefficient:
EQUIVALENT LATERAL FORCE PROCEDURE (ASCE 7 Section 12.8):
Site Spectural Accel Value
Design Response:
Seismic Design Category:
Redundancy Factor
Seismic Force Resisting System
Response Modification Factor
LATERAL ANALYSIS (ASCE 7-16)
STORY WEIGHTS:
SEISMIC:
Maximum Short Period Response:
maximum 1 sec. Period Response:
1927 & 1929 S
Hickory St2/12/2025
sheet no.:A3
Project:1929 Hickory
2.77 psf
Mbal= ((0.6-0.14SDS)xDL) X L^2/2
Seismic
Wall NO.
Lw Total
(ft)
HW
(FT)
Trib. Area
(sf)
V
(pounds)
Add'l
Shear V/L (plf)
**Wall
Type Smallest DL (plf)
OTM
(ft-lbs)
Mbal (ft-
lbs)
Uplift
(lbs)
Simpson
Holdown
1 12 9 510 1411 118 2 2 100 2116 91 1012 HDU2
2 12 9 510 1411 118 2 2 100 2116 91 1012 HDU2
WIND:
Wall NO.
Lw Total
(ft)
HW
(FT)
Trib. Area
(sf)V/L (PLF)
**Wall
Type Smallest
OTM
(ft-lbs)
RM (ft-
lbs)
Uplift
(lbs)
Simpson
Holdown
1 12 9 510 319 2 2 5747 342 2771 HDU2
2 12 9 510 319 2 2 5747 342 2771 HDU2
OTM= OTM= (V/L (plf x Lw) x Hw
RM= RM= (Wall DL(psf) x Lw x Hw) x (Lw/2)
T&C= T&C= (OTM - (0.6*RM))/Lw
Seismic
Wall NO.Lw Total HW Trib. Area V Add'l V/L (plf)**Wall Smallest DL (plf)OTM Mbal (ft-Uplift Simpson
A 12 9 510 1411 118 1 2 100 2116 91 1012 HDU2
B 12 9 510 1411 118 1 2 100 2116 91 1012 HDU2
WIND:
Wall NO.Lw Total HW Trib. Area V/L (PLF)**Wall Smallest OTM RM (ft-Uplift Simpson
A 12 9 510 167 1 2 3004 342 1400 HDU2
B 12 9 510 167 1 2 3004 342 1400 HDU2
Wall type Nailing Capaciy (plf) Simpson Hold Down Capacity (lbs)
1 8d at 6" o.c. 260 HDU2 2306
2 8d at 4" o.c. 380 Wall 1,2,A,B HDU4 3424 Wall 1,2,A,B
3 8d at 3" o.c. 490 HDU5 4234
*Capacities have been reduce by 25%
DESIGN LATERAL FORCES ON SHEAR WALLS
Roof Diaphragm Shear= Cs X 1.0=
See pg 17 for revised West SW calc
1927 & 1929 S
Hickory St2/12/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)2127 @ 2"8181 (3.50")Passed (26%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)1788 @ 1' 1"5922 Passed (30%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)6874 @ 6' 9 1/2"9307 Passed (74%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.199 @ 6' 9 1/2"0.442 Passed (L/801)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.345 @ 6' 9 1/2"0.663 Passed (L/460)--1.0 D + 1.0 L (All Spans)
Member Length : 13' 7"
System : Floor
Member Type : Drop Beam
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
All Product Solutions
Depth Series Plies Cost Index
11 7/8"1 3/4" 1.55E TimberStrand® LSL 1 32.21 *
9 1/2"6 x DF No.1 1 83.60
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
SOLUTIONS REPORT PASSED
The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal
purposes.
Level, Ceiling Flush Beam
Current Solution: 1 piece(s) 6 x 10 DF No.1
ForteWEB Software Operator Job Notes 4/8/2024 2:17:53 PM UTC
Ehab Elias
Structural Ventures
(760) 484-6343
eliasehab@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: Hickory
Page 1 / 1
1927 & 1929 S
Hickory St2/12/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)243 @ 2 1/2"2231 (3.50")Passed (11%)--1.0 D + 1.0 L (All Spans)
Shear (lbs)218 @ 9"990 Passed (22%)1.00 1.0 D + 1.0 L (All Spans)
Moment (Ft-lbs)836 @ 7' 3 1/2"819 Passed (102%)1.00 1.0 D + 1.0 L (All Spans)
Live Load Defl. (in)0.513 @ 7' 3 1/2"0.708 Passed (L/332)--1.0 D + 1.0 L (All Spans)
Total Load Defl. (in)0.854 @ 7' 3 1/2"0.944 Passed (L/199)--1.0 D + 1.0 L (All Spans)
Member Length : 14' 7"
System : Ceiling
Member Type : Attic Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Floor/Ceiling
Live Factored Accessories
1 - Stud wall - SPF 3.50"3.50"1.50"97 146 243 Blocking
2 - Stud wall - SPF 3.50"3.50"1.50"97 146 243 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6" o/c
Bottom Edge (Lu)14' 7" o/c
• Only vertical loads are available for Attic Joist member types. No tension loading will be considered in the design for these members.
Dead
Floor/Ceiling
Live
Vertical Load Location (Side)Spacing (0.90)(1.00)Comments
1 - Uniform (PSF)0 to 14' 7"16"10.0 15.0 Default Load
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to
www.weyerhaeuser.com/woodproducts/document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
MEMBER REPORT PASSED
Level, Ceiling: Attic Joist
1 piece(s) 2 x 6 DF No.1 @ 16" OC
ForteWEB Software Operator Job Notes 4/8/2024 2:15:23 PM UTC
Ehab Elias
Structural Ventures
(760) 484-6343
eliasehab@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: Hickory
Page 1 / 1
1927 & 1929 S
Hickory St2/12/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)300 @ 2 1/2"2231 (3.50")Passed (13%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)266 @ 8 11/16"1238 Passed (21%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)884 @ 6' 3 1/2"1178 Passed (75%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.413 @ 6' 3 1/2"0.641 Passed (L/372)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.740 @ 6' 3 1/2"0.855 Passed (L/208)--1.0 D + 1.0 Lr (All Spans)
Member Length : 13' 5"
System : Roof
Member Type : Joist
Building Use : Residential
Building Code : IBC 2018
Design Methodology : ASD
Member Pitch : 4/12
All Product Solutions
Depth Series Plies Spacing Cost Index
5 1/2"1 3/4" 1.55E TimberStrand® LSL 1 19.2"0.78 *
5 1/2"2 x DF No.1 1 16"0.88
All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal.
SOLUTIONS REPORT PASSED
The purpose of this report is for product comparison only. Load and support information necessary for professional design review is not displayed here. Please print an individual Member Report for submittal
purposes.
Level, Roof: Joist
Current Solution: 1 piece(s) 2 x 6 DF No.1 @ 16" OC
ForteWEB Software Operator Job Notes 4/8/2024 2:16:18 PM UTC
Ehab Elias
Structural Ventures
(760) 484-6343
eliasehab@gmail.com
ForteWEB v3.7, Engine: V8.4.0.40, Data: V8.1.5.0
File Name: Hickory
Page 1 / 1
1927 & 1929 S
Hickory St2/12/2025
RESUBMITTAL
CALCULATIONS
1927 & 1929 S
Hickory St2/12/2025
Force to North Wall Line 1996 lb (seismic)
L shearwall 16.0 ft
L total 43.5 ft
v line 46 plf
v wall 125 plf
delta 79 plf
Drag Force (positon in feet from end of house)
Position (ft)Force (lb)
0 0
12 946
16 763 (8 x 141 x 1.6 x 1.5/1.62 = 1,671 lb)
20 1078 =755 lb (ASD)(8) 16d TOP PLATE SPLICE GOOD FOR 1,671 lb OK
31 574 =401 lb (ASD)CS20 W/ 10d NAILING GOOD FOR 1,030 lb OK
43.5 0
west
RE-ENTRANT
CORNER LOCATION
DRAG ANALYSIS AT NORTH WALL / RE-ENTRANT CORNER
2X8 CJ @16"
2X
6
C
J
&
R
R
4X
6
H
E
A
D
E
R
HE
A
D
E
R
4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
4X6 HEADER
4X6 HEADER
4X4 POST
4X4 POST
8
SD1
8
SD1
2X8 R
2
2
2
2X10 RIDGE
8'
2'
-
0
"
2'
-
0
"
SIMP. CS20 STRAP W/
10d NAILING OVER 3x4
FLAT BLKG.
4'
-
0
"
M
I
N
.
1'
-
0
"
M
I
N
.
4
1927 & 1929 S
Hickory St2/12/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)1377 @ 0 3281 (1.50")Passed (42%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)1134 @ 8 3/4"3806 Passed (30%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)2840 @ 4' 1 1/2"3737 Passed (76%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.110 @ 4' 1 1/2"0.275 Passed (L/901)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.196 @ 4' 1 1/2"0.313 Passed (L/506)--1.0 D + 1.0 Lr (All Spans)
Member Length : 8' 3"
System : Wall
Member Type : Header
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
•Deflection criteria: LL (L/360) and TL (5/16").
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Applicable calculations are based on NDS.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Trimmer - DF 1.50"1.50"1.50"603 773 1377 None
2 - Trimmer - DF 1.50"1.50"1.50"603 773 1377 None
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)8' 3" o/c
Bottom Edge (Lu)8' 3" o/c
Dead Roof Live
Vertical Loads Location Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 8' 3"N/A 6.4 --
1 - Uniform (PSF)0 to 8' 3"6'15.8 20.0 Roof
2 - Uniform (PSF)0 to 8' 3"4' 6"10.0 15.0 Ceiling
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Roof, Wall: Garage Header
1 piece(s) 4 x 8 DF No.2
ForteWEB Software Operator Job Notes 11/15/2024 3:55:20 AM UTC
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: Hickory
Page 1 / 1
1927 & 1929 S
Hickory St2/12/2025
Design Results Actual @ Location Allowed Result LDF Load: Combination (Pattern)
Member Reaction (lbs)4121 @ 2"12031 (3.50")Passed (34%)--1.0 D + 1.0 Lr (All Spans)
Shear (lbs)3382 @ 1' 1"7402 Passed (46%)1.25 1.0 D + 1.0 Lr (All Spans)
Moment (Ft-lbs)11773 @ 6' 1/2"11634 Passed (101%)1.25 1.0 D + 1.0 Lr (All Spans)
Live Load Defl. (in)0.263 @ 6' 1/2"0.587 Passed (L/537)--1.0 D + 1.0 Lr (All Spans)
Total Load Defl. (in)0.465 @ 6' 1/2"0.783 Passed (L/303)--1.0 D + 1.0 Lr (All Spans)
Member Length : 12' 1"
System : Roof
Member Type : Flush Beam
Building Use : Residential
Building Code : IBC 2021
Design Methodology : ASD
Member Pitch : 0/12
•Deflection criteria: LL (L/240) and TL (L/180).
•Allowed moment does not reflect the adjustment for the beam stability factor.
•Lumber grading provisions must be extended over the length of the member per NDS 4.2.5.5.
•Applicable calculations are based on NDS.
• Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed.
Bearing Length Loads to Supports (lbs)
Supports Total Available Required Dead Roof Live Factored Accessories
1 - Stud wall - DF 3.50"3.50"1.50"1795 2326 4121 Blocking
2 - Column - DF 3.50"3.50"1.50"1795 2326 4121 Blocking
•Maximum allowable bracing intervals based on applied load.
Lateral Bracing Bracing Intervals Comments
Top Edge (Lu)6" o/c
Bottom Edge (Lu)12' 1" o/c
• Side loads are assumed to not induce cross-grain tension.
Dead Roof Live
Vertical Loads Location (Side)Tributary
Width
(0.90)(1.25)Comments
0 - Self Weight (PLF)0 to 12' 1"N/A 13.2 --
1 - Uniform (PSF)0 to 12' 1" (Front)11'15.8 20.0 Roof
2 - Uniform (PSF)0 to 12' 1" (Front)11'10.0 15.0 Ceiling
Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties
related to the software. Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction. The designer of record, builder or framer is
responsible to assure that this calculation is compatible with the overall project. Accessories (Rim Board, Blocking Panels and Squash Blocks) are not designed by this software. Products manufactured at
Weyerhaeuser facilities are third-party certified to sustainable forestry standards. Weyerhaeuser Engineered Lumber Products have been evaluated by ICC-ES under evaluation reports ESR-1153 and ESR-1387
and/or tested in accordance with applicable ASTM standards. For current code evaluation reports, Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/
document-library.
The product application, input design loads, dimensions and support information have been provided by ForteWEB Software Operator
Weyerhaeuser Notes
Drawing is Conceptual. All locations are measured from the outside face of left support (or left cantilever end). All dimensions are horizontal (typ.).
MEMBER REPORT PASSED
Roof, Roof: Living Room Flush Beam
1 piece(s) 6 x 10 DF No.1
ForteWEB Software Operator Job Notes 11/15/2024 4:05:19 AM UTC
ForteWEB v3.8, Engine: V8.4.1.24, Data: V8.1.6.3
File Name: Hickory
Page 1 / 1
1927 & 1929 S
Hickory St2/12/2025
Wall ID:
Assumptions
•Allowable Stress Design
•Load Combos: D + 0.6W
D + 0.75(0.6W) + 0.75Lr
(1.0 + 0.14SDS)D + 0.7E
0.6D + 0.6W
(0.6 - 0.14SDS)D + 0.7E
Vertical Loads
w: plf a: ft
wp:plf b: ft
P1:lb c: ft
P2:lb d: ft
P3:lb e:ft
wwall:psf
Lateral Loads
VE:lb VW:lb
SDS:g
Wall Dimensions
Wall Length, L:ft
Floor-to-Roof Height, h: ft
Roof Framing Height, f: ft
Nominal wall width: Curb height: in
Plywood/OSB Sheathing
Sheathing Layers:0.7vE:plf 15/32" Sheathing Panels
Sheathing Grade:0.6vW :plf One side of wall
Sheathing Thickness:vallowable:plf (seismic) OK Edge Nails: 8d @ 6'' OC
Minimum Nail Size:vallowable:plf (wind) OK Field Nails: 8d @ 12'' OC
Wall Aspect Ratio: < 2:1, OK
Check Bundled Studs or Posts at Wall Ends for Compression
Size, Species, & Grade:
Unbraced Height & Slenderness Ratio:
Load Case:
Axial Load, Pa:
Axial Stress, fc:
Allowable Stress, F'c:
Check Axial:
Allowable Bearing, F'cp:
Check Sill Crushing:
Check Holdowns at Each Wall End
Member & Thickness at Holdown:
Holdown & Capacity:
Load Case:
Uplift, Ta:
Check Uplift:
One-Story Wood Shear Wall Design
West Wall
D Lr
15 20 0
0 0 8
0 0 0
0 0 0
0 0 0
17
1996 1996
1.022
8
10
1
4x 0
One side of wall 175
Sheathing 150
260
8d 365
15/32"
1.1:1
4x4 DF-L #2 4x4 DF-L #2
Left Post Right Post
Seismic Wind Seismic Wind
8.625 ft 30 < 50 OK 8.625 ft 30 < 50 OK
625 psi 625 psi 625 psi 625 psi
625 > 143 OK 625 > 122 OK 625 > 143 OK 625 > 122 OK
518 psi 518 psi 518 psi 518 psi
518 > 143 OK 518 > 122 OK 518 > 143 OK 518 > 122 OK
1,747 lb 1,497 lb 1,747 lb 1,497 lb
143 psi 122 psi 143 psi 122 psi
1,439 lb 1,094 lb 1,439 lb 1,094 lb
OK OK OK OK
HDU2-SDS2.5 3,075 lb HDU2-SDS2.5 3,075 lb
Seismic Wind Seismic Wind
Left Holdown Right Holdown
4x4 b = 3.5 in 4x4 b = 3.5 in
1927 & 1929 S
Hickory St2/12/2025
One-Story Shear Wall Grade Beam Design (page 1)
Vertical Loads
w: plf a: ft
wp:plf b: ft
P1:lb c: ft
P2:lb d: ft
P3:lb g: ft
wwall:psf i: ft
wA:plf j: ft
wB:plf k: ft
PA:lb m: ft
PB:lb n: ft
Lateral Loads (Strength)
VE:lb
VW:lb
SDS:g
h: ft
Grade Beam Properties
slab depth: in GB depth: in A: ft dtop bars: in
slab width: ft GB width: in B: ft dbott bars: in
slab weight:k f'c:ksi lw:ft Allow. Soil Brg:ksf
GB Weight:k fy (long.):ksi ltotal:ft Allow. Soil Brg:ksf @ 1.33x
fy (stirrups): ksi
Stability and Soil Pressure Check
------- LOAD CASE 1 : DL --------- --------LOAD CASE 2 : D+L ---------USE 12.0 W X 24.0 D GRD BM
Total Weight = 9.3 k Total Weight = 9.5 k W/2-#5 TOP & 2-#5 BOT
FORCES FROM THE RIGHT FORCES FROM THE RIGHT
0.90*M(R)= 54 ft-k > M (OT) O.K. 0.90*M(R)= 55 ft-k > M (OT) O.K.
Reaction Pt. = 3.3 ft:outside 1/3 Reaction Pt. = 3.3 ft:outside 1/3
Soil Press (Max @ A) = 1.89 < 2.00 OK Soil Press (Max @ A) = 1.90 < 2.00 OK
+Mu (X1) = 70 in-k +Mu (X1) = 71 in-k
-Mu (X2) = 32 in-k -Mu (X2) = 32 in-k
FORCES FROM THE LEFT FORCES FROM THE LEFT
0.90*M(R)= 54 ft-k > M (OT) O.K. 0.90*M(R)= 55 ft-k > M (OT) O.K.
Reaction Pt. = 3.3 ft:outside 1/3 Reaction Pt. = 3.3 ft:outside 1/3
Soil Press (Max @ B) = 1.89 < 2.00 OK Soil Press (Max @ B) = 1.90 < 2.00 OK
+Mu (X2) = 70 in-k +Mu (X2) = 71 in-k
-Mu (X1) = 32 in-k -Mu (X1) = 32 in-k
------------------------LOAD CASE 3 : DUCTILITY -------------------------
Design for:Ωo =
a. Maximum anticipated forces: Ωo * M(OT) = k-ft
Occurs when Ωo * M(OT) < 0.90*M(R)TL
b. Maximum force that can be delivered to the system:
Occurs when Ωo * M(OT) >0.90*M(R)TL +Mu = Total Wt*(X)*1.4
FORCES FROM THE LEFT FORCES FROM THE RIGHT
0.90*M(R)= 50 ft-k < M (OT) 0.90*M(R)= 50 ft-k < M (OT)
Reaction Pt. = 0.0 ft: Reaction Pt. = 0.0 ft:
+Mu (X2) = 346 in-k +Mu (X1) = 346 in-k
-Mu (X1) = 32 in-k -Mu (X2) = 32 in-k
0 0 0.00
17 0.00
0 0 0.00
0 0 0.00
D Lr
15 20 0.00
0 0 8.00
0 0 0.00
0 0 0.00
0 0 0.00
0 0 0.00
6 12 2.50 20
4.1 3.0 8.0 1.50
10.00
5 24 2.50 20
1996
1996
1.022
2.5
72
3.9 60 13.0 2.00
40
1927 & 1929 S
Hickory St2/12/2025
One-Story Shear Wall Grade Beam Design (page 2)
Reinforcing Check
Top Longitudinal Bars USE 12.0 W X 24.0 D GRD BM
From Load Cases 1 & 2 :W/2-#5 TOP & 2-#5 BOT
-Mu max = 32 in-k ==> -As req = 0.03 in^2 < 200/Fy = 0.80 in^2
-As req times 1.33 = 0.04 in^2
-As req < 200/Fy : Therefore Ductility requirements indicated above need to be checked.
From Load Case 3 :
-Mu max = 32 in-k (same as Load Cases 1 & 2)
From Load Cases 1 & 2 : -As req = 0.04 in^2 <---CONTROLS
From Load Case 3 : -As req = 0.03 in^2
With 200/Fy : -As req = 0.80 in^2
Note : Less than 200/Fy Reinforcing can be used since Grade Beam
will remain elastic under Maximum Anticipated Forces.
With:
TOP : -As = 0.62 in^2 > 0.04 in^2 øMn = 649 in-k
Bottom Longitudinal Bars
From Load Cases 1 & 2 :
+Mu max = 71 in-k ==> +As req = 0.07 in^2 < 200/Fy = 0.80 in^2
+As req times 1.33 = 0.09 in^2
+As req < 200/Fy : Therefore Ductility requirements indicated above need to be checked.
From Load Case 3 :
+Mu max = 346 in-k ==> +As req = 0.33 in^2
From Load Cases 1 & 2 : +As req = 0.09 in^2
From Load Case 3 : +As req = 0.33 in^2 <---CONTROLS
With 200/Fy : +As req = 0.80 in^2
Note : Less than 200/Fy Reinforcing can be used since Grade Beam
will remain elastic under Maximum Anticipated Forces.
With:
BOT : +As = 0.62 in^2 > 0.33 in^2 øMn = 649 in-k
Shear
Vu max = 1 k
øVc/2 = 11 k > Vu
Stirrups Not Required
(2) #5
(2) #5
1927 & 1929 S
Hickory St2/12/2025
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
David Penaloza
Jessie Lopez
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
ACTING CITY MANAGER
Alvaro Nuñez
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
July 18, 2024
Also sent via email to: Alansgc@gmail.com
Alan Chen
1929 South Hickory Street
Santa Ana, CA 92707
Subject: Address Assignment (1927 South Hickory Street) for a New Accessory Dwelling Unit
located at 1929 South Hickory Street (APN: 014-101-13) in Santa Ana, CA
Dear Alan,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal addressing
within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment for a new
Accessory Dwelling Unit to be assigned 1927 South Hickory Street located at 1929 South Hickory Street
(APN: 014-101-13). Notice is hereby given that the following assigned address(es) shall be posted onsite
per the approved address plan, attached hereto as Exhibit A.
Existing Address(es) Address(es) to be Activated/Posted
1929 South Hickory Street 1927 South Hickory Street (Address for New ADU)
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. Address(es) will be verified
during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me by phone
at (714) 667-2754 or by email at MSmith10@santa-ana.org.
Sincerely,
Mikael Smith
Planning Technician
Exhibit A – Address Plan
1927 & 1929 S
Hickory St2/12/2025
Address Letter for 1927 South Hickory Street
Page 2 of 3
c:
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Orin Williams, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Mishele Richards, Orange County Fire Authority, GEO Files Coordinator
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
SAG, AT&T
UPS, Administration
City Manager’s Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Mendoza, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Will Holt, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Mirella Vargas, Customer Service Representative
Judson Brown, Housing & Neighborhood Development Manager
Rudy Rosas, Principal Civil Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Supervisor
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Alvaro Nunez, PBA Assistant Director and Code Enforcement Manager
1927 & 1929 S
Hickory St2/12/2025
Address Letter for 1927 South Hickory Street
Page 3 of 3
EXHIBIT A: ADDRESS PLAN
ADU) 1927
South Hickory Street
(EXISTING) 1929
Hickory Street
1927 & 1929 S
Hickory St2/12/2025
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.
1927 & 1929 S
Hickory St2/12/2025
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:
1927 & 1929 S
Hickory St2/12/2025
Lawyers Title Company
16755 Von Karman Avenue Suite 100
Irvine, CA 92606
Phone: (949) 223-5575
Fax: ( )
ALAN SHAO GUANG CHEN
4132 WILLIWAW DRIVE
IRVINE, CALIFORNIA 92620
January 14, 2022
YOUR REF: 21-4894-SN
OUR NO.: 221534503
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
Property: 1929 South Hickory Street, Santa Ana, California
Dear Customer:
Attached please find your ALTA Homeowner’s 2013 Policy of title insurance.
NOTE: Your policy is a computer generated product. Although lacking color and “live” signatures, it is the
original of your policy.
Thank you for selecting Lawyers Title Company for your transactional management needs.
Enclosure
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
This policy has been issued through the offices of
Lawyers Title Company
16755 Von Karman Avenue Suite 100
Irvine, CA 92606
Phone: (949) 223-5575
Fax: ( )
We wish to take this opportunity to thank you for allowing us to assist you in your recent real
estate transaction. We appreciate your confidence in us and take pride in our ability to service all
your title needs.
The enclosed title policy was carefully prepared in accordance with your agent’s instruction and
should be kept in a safe place with your other important documents as it continues to protect you
as long as you have an interest in the subject real property.
We hope we can be of assistance to you in all your future real estate transactions.
Cordially,
James M. John
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13) Page 1
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
HHOOMMEEOOWWNNEERR’’SS PPOOLLIICCYY OOFF TTIITTLLEE IINNSSUURRAANNCCEE
FFoorr aa oonnee--ttoo--ffoouurr ffaammiillyy rreessiiddeennccee
Issued by
Commonwealth Land Title Insurance Company
OWNER’S INFORMATION SHEET
Your Title Insurance Policy is a legal contract between You and Us.
It applies only to a one-to-four family residence and only if each insured named in Schedule A is a Natural Person. If the Land
described in Schedule A of the Policy is not an improved residential lot on which there is located a one-to-four family
residence, or if each insured named in Schedule A is not a Natural Person, contact Us immediately.
The Policy insures You against actual loss resulting from certain Covered Risks. These Covered Risks are listed beginning on
page 3 of the Policy. The Policy is limited by:
• Provisions of Schedule A
• Exceptions in Schedule B
• Our Duty To Defend Against Legal Actions On Page 7
• Exclusions on page 8
• Conditions on page 9.
You should keep the Policy even if You transfer Your Title to the Land. It may protect against claims made against You by
someone else after You transfer Your Title.
IF YOU WANT TO MAKE A CLAIM, SEE SECTION 3 UNDER CONDITIONS ON PAGE 10.
The premium for this Policy is paid once. No additional premium is owed for the Policy.
This sheet is not Your insurance Policy. It is only a brief outline of some of the important Policy features. The Policy explains
in detail Your rights and obligations and Our rights and obligations. Since the Policy – and not this sheet – is the legal
document,
YOU SHOULD READ THE POLICY VERY CAREFULLY.
If You have any questions about Your Policy, contact:
Commonwealth Land Title Insurance Company, P.O. Box 45023, Jacksonville, FL 32232-5023
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13) Page 2
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
HHOOMMEEOOWWNNEERR’’SS PPOOLLIICCYY OOFF TTIITTLLEE IINNSSUURRAANNCCEE
FFoorr aa oonnee--ttoo--ffoouurr ffaammiillyy rreessiiddeennccee
Issued by
Commonwealth Land Title Insurance Company
TABLE OF CONTENTS
OWNER'S COVERAGE STATEMENT ...................................................................................................................... 3
COVERED RISKS ...................................................................................................................................................... 3
OUR DUTY TO DEFEND AGAINST LEGAL ACTIONS .......................................................................................... 7
EXCLUSIONS ............................................................................................................................................................ 8
CONDITIONS
1. Definitions .............................................................................................................................................. 9
2. Continuation of Coverage ........................................................................................................................ 9
3. How to Make a Claim ............................................................................................................................. 10
4. Our Choices When We Learn of a Claim ................................................................................................. 10
5. Handling a Claim or Legal Action ........................................................................................................... 11
6. Limitation of Our Liability ...................................................................................................................... 11
7. Transfer of Your Rights to Us ................................................................................................................. 12
8. This Policy is the Entire Contract ............................................................................................................ 13
9. Increased Policy Amount......................................................................................................................... 13
10. Severability ............................................................................................................................................. 13
11. Arbitration .............................................................................................................................................. 13
12. Choice of Law ........................................................................................................................................ 13
SCHEDULE A ............................................................................................................................................................ 14
Policy Number, Premium, Date and Time and Amount
Deductible Amounts and Maximum Dollar Limits of Liability
Street Address of the Land
1. Name of Insured
2. Interest in Land Covered
3. Description of the Land
SCHEDULE B – EXCEPTIONS ................................................................................................................................. 16
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13) Page 3
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
HHOOMMEEOOWWNNEERR’’SS PPOOLLIICCYY OOFF TTIITTLLEE IINNSSUURRAANNCCEE
FFoorr aa oonnee--ttoo--ffoouurr ffaammiillyy rreessiiddeennccee
Issued by
Commonwealth Land Title Insurance Company
As soon as You Know of anything that might be covered by this Policy, You must notify Us promptly in writing at the
address shown in Section 3 of the Conditions.
OWNER'S COVERAGE STATEMENT
This Policy insures You against actual loss, including any costs, attorneys’ fees and expenses
provided under this Policy. The loss must result from one or more of the Covered Risks set forth
below. This Policy covers only Land that is an improved residential lot on which there is located a
one-to-four family residence and only when each insured named in Schedule A is a Natural Person.
Your insurance is effective on the Policy Date. This Policy covers Your actual loss from any risk
described under Covered Risks if the event creating the risk exists on the Policy Date or, to the
extent expressly stated in Covered Risks, after the Policy Date.
Your insurance is limited by all of the following:
• The Policy Amount
• For Covered Risk 16, 18, 19 and 21, Your Deductible Amount and Our Maximum Dollar
Limit of Liability shown in Schedule A
• The Exceptions in Schedule B
• Our Duty To Defend Against Legal Actions
• The Exclusions on page 8
• The Conditions on page 9.
COVERED RISKS
The Covered Risks are:
1. Someone else owns an interest in Your Title.
2. Someone else has rights affecting Your Title because of leases, contracts, or options.
3. Someone else claims to have rights affecting Your Title because of forgery or impersonation.
4. Someone else has an easement on the Land.
5. Someone else has a right to limit Your use of the Land.
6. Your Title is defective. Some of these defects are:
a. Someone else’s failure to have authorized a transfer or conveyance of your Title.
b. Someone else’s failure to create a valid document by electronic means.
c. A document upon which Your Title is based is invalid because it was not properly signed, sealed,
acknowledged, delivered or recorded.
d. A document upon which Your Title is based was signed using a falsified, expired, or otherwise
invalid power of attorney.
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13) Page 4
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
e. A document upon which Your Title is based was not properly filed, recorded, or indexed in the
Public Records.
f. A defective judicial or administrative proceeding.
7. Any of Covered Risks 1 through 6 occurring after the Policy Date.
8. Someone else has a lien on Your Title, including a:
a. lien of real estate taxes or assessments imposed on Your Title by a governmental authority that
are due or payable, but unpaid;
b. Mortgage;
c. judgment, state or federal tax lien;
d. charge by a homeowner’s or condominium association; or
e. lien, occurring before or after the Policy Date, for labor and material furnished before the Policy
Date.
9. Someone else has an encumbrance on Your Title.
10. Someone else claims to have rights affecting Your Title because of fraud, duress,
incompetency or incapacity.
11. You do not have actual vehicular and pedestrian access to and from the Land, based upon a
legal right.
12. You are forced to correct or remove an existing violation of any covenant, condition or
restriction affecting the Land, even if the covenant, condition or restriction is excepted in
Schedule B. However, You are not covered for any violation that relates to:
a. any obligation to perform maintenance or repair on the Land; or
b. environmental protection of any kind, including hazardous or toxic conditions or substances
unless there is a notice recorded in the Public Records, describing any part of the Land,
claiming a violation exists. Our liability for this Covered Risk is limited to the extent of the
violation stated in that notice.
13. Your Title is lost or taken because of a violation of any covenant, condition or restriction,
which occurred before You acquired Your Title, even if the covenant, condition or restriction is
excepted in Schedule B.
14. The violation or enforcement of those portions of any law or government regulation
concerning:
a. building;
b. zoning;
c. land use;
d. improvements on the Land;
e. land division; or
f. environmental protection,
if there is a notice recorded in the Public Records, describing any part of the Land, claiming a
violation exists or declaring the intention to enforce the law or regulation. Our liability for this
Covered Risk is limited to the extent of the violation or enforcement stated in that notice.
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13) Page 5
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
15. An enforcement action based on the exercise of a governmental police power not covered by
Covered Risk 14 if there is a notice recorded in the Public Records, describing any part of the
Land, of the enforcement action or intention to bring an enforcement action. Our liability for
this Covered Risk is limited to the extent of the enforcement action stated in that notice.
16. Because of an existing violation of a subdivision law or regulation affecting the Land:
a. You are unable to obtain a building permit;
b. You are required to correct or remove the violation; or
c. someone else has a legal right to, and does, refuse to perform a contract to purchase the Land,
lease it or make a Mortgage loan on it.
The amount of Your insurance for this Covered Risk is subject to Your Deductible Amount and
Our Maximum Dollar Limit of Liability shown in Schedule A.
17. You lose Your Title to any part of the Land because of the right to take the Land by
condemning it, if:
a. there is a notice of the exercise of the right recorded in the Public Records and the notice
describes any part of the Land; or
b. the taking happened before the Policy Date and is binding on You if You bought the Land
without Knowing of the taking.
18. You are forced to remove or remedy Your existing structures, or any part of them – other
than boundary walls or fences – because any portion was built without obtaining a building
permit from the proper government office. The amount of Your insurance for this Covered
Risk is subject to Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in
Schedule A.
19. You are forced to remove or remedy Your existing structures, or any part of them, because
they violate an existing zoning law or zoning regulation. If You are required to remedy any
portion of Your existing structures, the amount of Your insurance for this Covered Risk is
subject to Your Deductible Amount and Our Maximum Dollar Limit of Liability shown in
Schedule A.
20. You cannot use the Land because use as a single-family residence violates an existing zoning
law or zoning regulation.
21. You are forced to remove Your existing structures because they encroach onto Your
neighbor’s land. If the encroaching structures are boundary walls or fences, the amount of
Your insurance for this Covered Risk is subject to Your Deductible Amount and Our Maximum
Dollar Limit of Liability shown in Schedule A.
22. Someone else has a legal right to, and does, refuse to perform a contract to purchase the
Land, lease it or make a Mortgage loan on it because Your neighbor’s existing structures
encroach onto the Land.
23. You are forced to remove Your existing structures which encroach onto an easement or over
a building set-back line, even if the easement or building set-back line is excepted in
Schedule B.
24. Your existing structures are damaged because of the exercise of a right to maintain or use
any easement affecting the Land, even if the easement is excepted in Schedule B.
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13) Page 6
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
25. Your existing improvements (or a replacement or modification made to them after the Policy
Date), including lawns, shrubbery or trees, are damaged because of the future exercise of a
right to use the surface of the Land for the extraction or development of minerals, water or
any other substance, even if those rights are excepted or reserved from the description of the
Land or excepted in Schedule B.
26. Someone else tries to enforce a discriminatory covenant, condition or restriction that they
claim affects Your Title which is based upon race, color, religion, sex, handicap, familial
status, or national origin.
27. A taxing authority assesses supplemental real estate taxes not previously assessed against
the Land for any period before the Policy Date because of construction or a change of
ownership or use that occurred before the Policy Date.
28. Your neighbor builds any structures after the Policy Date – other than boundary walls or
fences – which encroach onto the Land.
29. Your Title is unmarketable, which allows someone else to refuse to perform a contract to
purchase the Land, lease it or make a Mortgage loan on it.
30. Someone else owns an interest in Your Title because a court order invalidates a prior transfer
of the title under federal bankruptcy, state insolvency, or similar creditors’ rights laws.
31. The residence with the address shown in Schedule A is not located on the Land at the Policy
Date.
32. The map, if any, attached to this Policy does not show the correct location of the Land
according to the Public Records.
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13) Page 7
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
OUR DUTY TO DEFEND AGAINST LEGAL ACTIONS
We will defend Your Title in any legal action only as to that part of the action which is based on a
Covered Risk and which is not excepted or excluded from coverage in this Policy. We will pay the
costs, attorneys' fees, and expenses We incur in that defense.
We will not pay for any part of the legal action which is not based on a Covered Risk or which is
excepted or excluded from coverage in this Policy.
We can end Our duty to defend Your Title under Section 4 of the Conditions.
THIS POLICY IS NOT COMPLETE WITHOUT SCHEDULES A AND B.
Countersigned
By:
Approved Officer or Agent
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13) Page 8
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
EXCLUSIONS
In addition to the Exceptions in Schedule B, You are not insured against loss, costs, attorneys' fees,
and expenses resulting from:
1. Governmental police power, and the existence or violation of those portions of any law or
government regulation concerning:
a. building;
b. zoning;
c. land use;
d. improvements on the Land;
e. land division; and
f. environmental protection.
This Exclusion does not limit the coverage described in Covered Risk 8.a., 14, 15, 16, 18, 19,
20, 23 or 27.
2. The failure of Your existing structures, or any part of them, to be constructed in accordance
with applicable building codes. This Exclusion does not limit the coverage described in
Covered Risk 14 or 15.
3. The right to take the Land by condemning it. This Exclusion does not limit the coverage
described in Covered Risk 17.
4. Risks:
a. that are created, allowed, or agreed to by You, whether or not they are recorded in the Public
Records;
b. that are Known to You at the Policy Date, but not to Us, unless they are recorded in the Public
Records at the Policy Date;
c. that result in no loss to You; or
d. that first occur after the Policy Date - this does not limit the coverage described in Covered Risk
7, 8.e., 25, 26, 27 or 28.
5. Failure to pay value for Your Title.
6. Lack of a right:
a. to any land outside the area specifically described and referred to in paragraph 3 of Schedule A;
and
b. in streets, alleys, or waterways that touch the Land.
This Exclusion does not limit the coverage described in Covered Risk 11 or 21.
7. The transfer of the Title to You is invalid as a preferential transfer or as a fraudulent transfer
or conveyance under federal bankruptcy, state insolvency, or similar creditors’ rights laws.
8. Contamination, explosion, fire, flooding, vibration, fracturing, earthquake, or subsidence.
9. Negligence by a person or an Entity exercising a right to extract or develop minerals, water,
or any other substances.
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13 ) Page 9
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
HHOOMMEEOOWWNNEERR’’SS PPOOLLIICCYY OOFF TTIITTLLEE IINNSSUURRAANNCCEE
FFoorr aa oonnee--ttoo--ffoouurr ffaammiillyy rreessiiddeennccee
Issued by
Commonwealth Land Title Insurance Company
CONDITIONS
1. DEFINITIONS
a. Easement – the right of someone else to use the Land for a special purpose.
b. Estate Planning Entity – A legal entity or Trust established by a Natural Person for estate
planning.
c. Known – things about which You have actual knowledge. The words “Know” and “Knowing” have
the same meaning as Known.
d. Land – the land or condominium unit described in paragraph 3 of Schedule A and any
improvements on the Land which are real property.
e. Mortgage – a mortgage, deed of trust, trust deed or other security instrument.
f. Natural Person – a human being, not a commercial or legal organization or entity. Natural
Person includes a trustee of a Trust even if the trustee is not a human being.
g. Policy Date – the date and time shown in Schedule A. If the insured named in Schedule A first
acquires the interest shown in Schedule A by an instrument recorded in the Public Records later
than the date and time shown in Schedule A, the Policy Date is the date and time the
instrument is recorded.
h. Public Records – records that give constructive notice of matters affecting Your Title, according
to the state statutes where the Land is located.
i. Title – the ownership of Your interest in the Land, as shown in Schedule A.
j. Trust – a living trust established by a Natural Person for estate planning.
k. We/Our/Us – Commonwealth Land Title Insurance Company
l. You/Your – the insured named in Schedule A and also those identified in Section 2.b. of these
Conditions.
2. CONTINUATION OF COVERAGE
a. This Policy insures You forever, even after You no longer have Your Title. You cannot assign this
Policy to anyone else.
b. This Policy also insures:
(1) anyone who inherits Your Title because of Your death;
(2) Your spouse who receives Your Title because of dissolution of Your marriage;
(3) the trustee or successor trustee of Your Trust or any Estate Planning Entity
created for You to whom or to which You transfer Your Title after the Policy
Date;
(4) the beneficiaries of Your Trust upon Your death; or
(5) anyone who receives Your Title by a transfer effective on Your death as
authorized by law.
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13 ) Page 10
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
c. We may assert against the insureds identified in Section 2.b. any rights and defenses that We
have against any previous insured under this Policy.
3. HOW TO MAKE A CLAIM
a. Prompt Notice Of Your Claim
(1) As soon as You Know of anything that might be covered by this Policy, You
must notify Us promptly in writing.
(2) Send Your notice to Commonwealth Land Title Insurance Company, Attention:
Claims Department, P.O. Box 45023, Jacksonville, FL 32232-5023. Please
include the Policy number shown in Schedule A, and the county and state
where the Land is located. Please enclose a copy of Your policy, if available.
(3) If You do not give Us prompt notice, Your coverage will be reduced or ended,
but only to the extent Your failure affects Our ability to resolve the claim or
defend You.
b. Proof Of Your Loss
(1) We may require You to give Us a written statement signed by You describing
Your loss which includes:
(a) the basis of Your claim;
(b) the Covered Risks which resulted in Your loss;
(c) the dollar amount of Your loss; and
(d) the method You used to compute the amount of Your loss.
(2) We may require You to make available to Us records, checks, letters, contracts,
insurance policies and other papers which relate to Your claim. We may make
copies of these papers.
(3) We may require You to answer questions about Your claim under oath.
(4) If you fail or refuse to give Us a statement of loss, answer Our questions under
oath, or make available to Us the papers We request, Your coverage will be
reduced or ended, but only to the extent Your failure or refusal affects Our
ability to resolve the claim or defend You.
4. OUR CHOICES WHEN WE LEARN OF A CLAIM
a. After We receive Your notice, or otherwise learn, of a claim that is covered by this Policy, Our
choices include one or more of the following:
(1) Pay the claim;
(2) Negotiate a settlement;
(3) Bring or defend a legal action related to the claim;
(4) Pay You the amount required by this Policy;
(5) End the coverage of this Policy for the claim by paying You Your actual loss
resulting from the Covered Risk, and those costs, attorneys’ fees and expenses
incurred up to that time which We are obligated to pay;
(6) End the coverage described in Covered Risk 16, 18, 19 or 21 by paying You the
amount of Your insurance then in force for the particular Covered Risk, and
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13 ) Page 11
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
those costs, attorneys’ fees and expenses incurred up to that time which We
are obligated to pay;
(7) End all coverage of this Policy by paying You the Policy Amount then in force,
and those costs, attorneys' fees and expenses incurred up to that time which
We are obligated to pay;
(8) Take other appropriate action.
b. When We choose the options in Sections 4.a. (5), (6) or (7), all Our obligations for the claim
end, including Our obligation to defend, or continue to defend, any legal action.
c. Even if We do not think that the Policy covers the claim, We may choose one or more of the
options above. By doing so, We do not give up any rights.
5. HANDLING A CLAIM OR LEGAL ACTION
a. You must cooperate with Us in handling any claim or legal action and give Us all relevant
information.
b. If You fail or refuse to cooperate with Us, Your coverage will be reduced or ended, but only to
the extent Your failure or refusal affects Our ability to resolve the claim or defend You.
c. We are required to repay You only for those settlement costs, attorneys' fees and expenses that
We approve in advance.
d. We have the right to choose the attorney when We bring or defend a legal action on Your
behalf. We can appeal any decision to the highest level. We do not have to pay Your claim
until the legal action is finally decided.
e. Whether or not We agree there is coverage, We can bring or defend a legal action, or take other
appropriate action under this Policy. By doing so, We do not give up any rights.
6. LIMITATION OF OUR LIABILITY
a. After subtracting Your Deductible Amount if it applies, We will pay no more than the least of:
(1) Your actual loss;
(2) Our Maximum Dollar Limit of Liability then in force for the particular Covered
Risk, for claims covered only under Covered Risk 16, 18, 19 or 21; or
(3) the Policy Amount then in force.
and any costs, attorneys’ fees and expenses that We are obligated to pay under this
Policy.
b. If We pursue Our rights under Sections 4.a.(3) and 5.e. of these Conditions and are
unsuccessful in establishing the Title, as insured:
(1) the Policy Amount then in force will be increased by 10% of the Policy Amount
shown in Schedule A, and
(2) You shall have the right to have the actual loss determined on either the date
the claim was made by You or the date it is settled and paid.
c. (1) If We remove the cause of the claim with reasonable diligence after receiving notice of
it, all Our obligations for the claim end, including any obligation for loss You had while We were
removing the cause of the claim.
(2) Regardless of 6.c.(1) above, if You cannot use the Land because of a claim
covered by this Policy:
(a) You may rent a reasonably equivalent substitute residence and We will
repay You for the actual rent You pay, until the earlier of:
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13 ) Page 12
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
(i) the cause of the claim is removed; or
(ii) We pay You the amount required by this Policy. If Your claim is
covered only under Covered Risk 16, 18, 19 or 21, that payment is the
amount of Your insurance then in force for the particular Covered Risk.
(b) We will pay reasonable costs You pay to relocate any personal property
You have the right to remove from the Land, including transportation of that
personal property for up to twenty-five (25) miles from the Land, and repair of
any damage to that personal property because of the relocation. The amount
We will pay You under this paragraph is limited to the value of the personal
property before You relocate it.
d. All payments We make under this Policy reduce the Policy Amount then in force except for
costs, attorneys' fees and expenses. All payments We make for claims which are covered only
under Covered Risk 16, 18, 19 or 21 also reduce Our Maximum Dollar Limit of Liability for the
particular Covered Risk, except for costs, attorneys’ fees and expenses.
e. If We issue, or have issued, a Policy to the owner of a Mortgage that is on Your Title and We
have not given You any coverage against the Mortgage, then:
(1) We have the right to pay any amount due You under this Policy to the owner of
the Mortgage, and any amount paid shall be treated as a payment to You under
this Policy, including under Section 4.a. of these Conditions;
(2) Any amount paid to the owner of the Mortgage shall be subtracted from the
Policy Amount then in force; and
(3) If Your claim is covered only under Covered Risk 16, 18, 19 or 21, any amount
paid to the owner of the Mortgage shall also be subtracted from Our Maximum
Dollar Limit of Liability for the particular Covered Risk.
f. If You do anything to affect any right of recovery You may have against someone else, We can
subtract from Our liability the amount by which You reduced the value of that right.
7. TRANSFER OF YOUR RIGHTS TO US
a. When We settle Your claim, We have all the rights and remedies You have against any person or
property related to the claim. You must not do anything to affect these rights and remedies.
When We ask, You must execute documents to evidence the transfer to Us of these rights and
remedies. You must let Us use Your name in enforcing these rights and remedies.
b. We will not be liable to You if We do not pursue these rights and remedies or if We do not
recover any amount that might be recoverable.
c. We will pay any money We collect from enforcing these rights and remedies in the following
order:
(1) to Us for the costs, attorneys’ fees and expenses We paid to enforce these
rights and remedies;
(2) to You for Your loss that You have not already collected;
(3) to Us for any money We paid out under this Policy on account of Your claim;
and
(4) to You whatever is left.
d. If You have rights and remedies under contracts (such as indemnities, guaranties, bonds or
other policies of insurance) to recover all or part of Your loss, then We have all of those rights
and remedies, even if those contracts provide that those obligated have all of Your rights and
remedies under this Policy.
1927 & 1929 S
Hickory St2/12/2025
POLICY NO.: CA-FXDD-ICL-81451-1-22-221534503
ALTA Homeowner’s Policy of Title Insurance (12-2-13 ) Page 13
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
8. THIS POLICY IS THE ENTIRE CONTRACT
This Policy, with any endorsements, is the entire contract between You and Us. To determine the
meaning of any part of this Policy, You must read the entire Policy and any endorsements. Any
changes to this Policy must be agreed to in writing by Us. Any claim You make against Us must be
made under this Policy and is subject to its terms.
9. INCREASED POLICY AMOUNT
The Policy Amount then in force will increase by ten percent (10%) of the Policy Amount shown in
Schedule A each year for the first five years following the Policy Date shown in Schedule A, up to
one hundred fifty percent (150%) of the Policy Amount shown in Schedule A. The increase each year
will happen on the anniversary of the Policy Date shown in Schedule A.
10. SEVERABILITY
If any part of this Policy is held to be legally unenforceable, both You and We can still enforce the
rest of this Policy.
11. ARBITRATION
a. If permitted in the state where the Land is located, You or We may demand arbitration.
b. The law used in the arbitration is the law of the state where the Land is located.
c. The arbitration shall be under the Title Insurance Arbitration Rules of the American Land Title
Association (“Rules”). You can get a copy of the Rules from Us.
d. Except as provided in the Rules, You cannot join or consolidate Your claim or controversy with
claims or controversies of other persons.
e. The arbitration shall be binding on both You and Us. The arbitration shall decide any matter in
dispute between You and Us.
f. The arbitration award may be entered as a judgment in the proper court.
12. CHOICE OF LAW
The law of the state where the Land is located shall apply to this policy.
1927 & 1929 S
Hickory St2/12/2025
ALTA Homeowner’s Policy of Title Insurance (12-2-13 ) Page 14
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
HOMEOWNER’S POLICY OF TITLE INSURANCE
For a one-to-four family residence
SCHEDULE A
Name and Address of Title Insurance Company: Lawyers Title Company
16755 Von Karman Avenue Suite 100
Irvine, CA 92606
Order No.: 221534503-130-NN Policy No.: CA-FXDD-ICL-81451-1-22-221534503
Premium: $1,608.00 Policy Amount: $480,000.00
Policy Date and Time: January 05, 2022 at 08:00 AM
Deductible Amounts and Maximum Dollar Limits of Liability
For Covered Risk 16, 18, 19 and 21:
Your Deductible Amount
Our Maximum Dollar
Limit of Liability
Covered Risk 16: 1.00% of Policy Amount Shown in Schedule A
or
$2,500.00
(whichever is less)
$ 10,000.00
Covered Risk 18: 1.00% of Policy Amount Shown in Schedule A
or
$5,000.00
(whichever is less)
$ 25,000.00
Covered Risk 19: 1.00% of Policy Amount Shown in Schedule A
or
$5,000.00
(whichever is less)
$ 25,000.00
Covered Risk 21: 1.00% of Policy Amount Shown in Schedule A
or
$2,500.00
(whichever is less)
$ 5,000.00
Street Address of the Land: 1929 South Hickory Street, Santa Ana, California
1. Name of Insured:
Alan Shao Guang Chen, a married man as his sole and separate property and Wayne Yong
Guang Chen, a single man, as joint tenants
2. Your interest in the Land covered by this Policy is:
A Fee
3. The Land referred to in this policy is described as follows:
See Exhibit A attached hereto and made a part hereof.
1927 & 1929 S
Hickory St2/12/2025
Policy No.: CA-FXDD-ICL-81451-1-22-221534503 File No.: 221534503-130-NN
ALTA Homeowner’s Policy of Title Insurance (12-2-13 ) Page 15
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
EXHIBIT A
LEGAL DESCRIPTION
THE LAND REFERRED TO HEREIN IS SITUATED IN THE COUNTY OF ORANGE, STATE OF CALIFORNIA, AND IS
DESCRIBED AS FOLLOWS:
LOT 6 IN BLOCK 4 OF TRACT NO. 560, IN THE CITY OF SANTA ANA, COUNTY OF ORANGE, STATE OF
CALIFORNIA, AS PER MAP RECORDED IN BOOK 19, PAGES 1 AND 2 OF MISCELLANEOUS MAPS, IN THE OFFICE
OF THE COUNTY RECORDER OF SAID COUNTY.
EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES LYING BELOW A
DEPTH OF 500 FEET FROM THE SURFACE OF SAID PROPERTY BUT WITH NO RIGHT OF SURFACE ENTRY, AS
PROVIDED IN DEEDS OF RECORD.
ASSESSOR'S PARCEL NUMBER: 014-101-13
1927 & 1929 S
Hickory St2/12/2025
Policy No.: CA-FXDD-ICL-81451-1-22-221534503 File No.: 221534503-130-NN
ALTA Homeowner’s Policy of Title Insurance (12-2-13 ) Page 16
Copyright American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA
Licensees and ALTA Members in good standing as of the date of use. All other uses are prohibited. Reprinted
under license from the American Land Title Association.
HOMEOWNER’S POLICY OF TITLE INSURANCE
For a one-to-four family residence
Issued By
Commonwealth Land Title Insurance Company
SCHEDULE B
EXCEPTIONS
In addition to the Exclusions, You are not insured against loss, costs, attorneys’ fees, and expenses resulting
from:
A. Property taxes, which are a lien not yet due and payable, including any assessments collected with taxes to be
levied for the fiscal year 2022-2023.
B. The lien of supplemental or escaped assessments of property taxes, if any, made pursuant to the provisions of
Chapter 3.5 (commencing with Section 75) or Part 2, Chapter 3, Articles 3 and 4, respectively, of the Revenue
and Taxation Code of the State of California as a result of the transfer of title to the vestee named in Schedule
A or as a result of changes in ownership or new construction occurring prior to Date of Policy.
1. Water rights, claims or title to water, whether or not disclosed by the Public Records.
2. Easement(s) for the purpose(s) shown below and rights incidental thereto as set forth in a document:
Purpose: Telephone and Electric Light Poles, Wires and Conduits, Water Pipes, Sewer and
Gas Mains
Recording Date: January 7, 1925
Recording No.: Book 559, Page 24, of Deeds
Affects: said land more particularly described therein
3. Covenants, conditions and restrictions but omitting any covenants or restrictions, if any, including but not limited to
those based upon race, color, religion, sex, gender, gender identity, gender expression, sexual orientation, marital
status, national origin, ancestry, familial status, source of income, disability, veteran or military status, genetic
information, medical condition, citizenship, primary language, and immigration status, as set forth in applicable
state or federal laws, except to the extent that said covenant or restriction is permitted by applicable law, as set
forth in the document
Recording Date: January 7, 1925
Recording No: Book 559, Page 24, of Deeds
Said covenants, conditions and restrictions provide that a violation thereof shall not defeat the lien of any
mortgage or deed of trust made in good faith and for value.
4. Any rights of the parties in possession of a portion of, or all of, said Land, which rights are not
disclosed by the public records as to rights of tenants only.
END OF SCHEDULE B
Endorsements: NONE
1927 & 1929 S
Hickory St2/12/2025
This map/plat is being furnished as an aid in locating the herein described Land in relation to adjoining streets, natural
boundaries and other land, and is not a to survey of the land depicted. Except to the extent a policy of title insurance
is expressly modified by endorsement, if any, the Company does not insure dimensions, distances, location of
easements, acreage or other matters shown thereon.
1927 & 1929 S
Hickory St2/12/2025
STRUCTURAL CALCULATIONS
FOR:
1929 S. Hickory St. Santa Ana, CA
SCOPE OF WORK:
Detached ADU
Engineer:
Ehab Elias
24752 Via Balboa
Laguna Hills CA, 92653
1927 & 1929 S
Hickory St2/12/2025
TABLE OF CONTENTS
I. DESIGN CRITERIA 3
II. LOADS 4
III. SEISMIC DESIGN 4
IV. GRAVITY DESIGN 7
V. FOUNDATION 5
VI. LATERAL ANALYSIS 6
1927 & 1929 S
Hickory St2/12/2025
CODE: 2019 CALIFORNIA BUILDING CODE WITH LOCAL ADDENDA
Timber Douglas Fir Larch
Rafters & Joints: #2 Grade
Beams & Headers: As noted on plans
Concrete F c’ = 2,500 PSI @ 28 days
Reinforcing Steel ASTM A-615
#4 & Smaller, Grade
#5 & Larger, Grade
Soil Value 1,500 PSF per Soils IBC
Typical Weights:
Item PSF
R-38 INS 1.5
½ Gyp Board 2.2
Roofing (Shingles) 3.0
2x4 @ 16” O.C 1.1
2x6 @ 16” O.C 1.7
2x6 @ 24” O.C 2.3
2x8 @ 24” O.C 1.5
½ Plywood 1.5
Stucco (7/8) 10.0
R-13 0.5
R-19 0.8
2x10 @ 16” O.C. 3.0
2x10 @ 24” O.C. 2.0
2x12 @ 16” O.C. 3.3
2x12 @ 24” O.C. 2.4
14” TJI Joist 4.2
TPO Roofing 0.5
¾ Plywood 3.0
Rigid Fiberglass (1” thick) 1.5
5/8 Gyp Board 2.8
5/8 Gyp Type X 3.0
2x4 Interior Walls 10.0
1927 & 1929 S
Hickory St2/12/2025
3/8” Plywood 1.1
5/8” Plywood 1.8
¾” Plywood 2.2
Glasss Wool 0.2
Ceramic Tile, ¾” 10.0
Wood Paneling 2.5
Clay Roof Tile 6.5
Hardie Board 2.3
1927 & 1929 S
Hickory St2/12/2025
LOADS
Wall Loads (Exterior)
2x4 @ 16 1.1
½ CDX Plywood 1.5
½ Gyp Board 2.5
R-13 0.5
Siding 10.0
TOTAL 15.6+MISC = 17 DEAD LOAD
Roof Loads
Asphalt Shingles 3
Framing 2x6 @ 16 O.C. 1.7
Roofing Paper 0.3
½ Plywood 1.5
TOTAL 6.5 = 7 PSF Dead Load
20 PSF Live Load
Ceiling Loads
R-38 1.5
Framing 2x6 @ 16 O.C. 1.7
DryWall 2.2
TOTAL 5.4 = 6 PSF Dead Load
10 PSF Live Load
1927 & 1929 S
Hickory St2/12/2025
SEISMIC DESIGN
1927 & 1929 S
Hickory St2/12/2025
https://seismicmaps.org/
1927 & 1929 S
Hickory St2/12/2025
EXCEL WORK
1927 & 1929 S
Hickory St2/12/2025
GRAVITY DESIGN
1927 & 1929 S
Hickory St2/12/2025
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 1 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
GENERAL INFORMATION
01 Project Name Detached ADU
02 Run Title Addition
03 Project Location 1929 S Hickory Street
04 City Santa Ana,CA 05 Standards Version 2022
06 Zip code 92797 07 Software Version CBECC-Res 2022.3.0
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)180
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed 13 Number of Bedrooms 1
14 Addition Cond. Floor Area (ft2)0 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)n/a 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)724.5 19 Glazing Percentage (%)10.35%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
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
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 2 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
ENERGY DESIGN RATINGS
Energy Design Ratings Compliance Margins
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Source Energy
(EDR1)
Efficiency1 EDR
(EDR2efficiency)
Total2 EDR
(EDR2total)
Standard Design 42.9 38.6 54.5
Proposed Design 42.1 38.2 54.2 0.8 0.4 0.3
RESULT3: PASS
1Efficiency EDR includes improvements like a better building envelope and more efficient equipment
2Total EDR includes efficiency and demand response measures such as photovoltaic (PV) system and batteries
3Building complies when source energy, efficiency and total compliance margins are greater than or equal to zero and unmet load hour limits are not exceeded
•Standard Design PV Capacity: 0.00 kWdc
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 3 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
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 0.07 0.37 0.24 1.68 -0.17 -1.31
Space Cooling 1.16 26.17 1.22 28.55 -0.06 -2.38
IAQ Ventilation 0.49 5.12 0.23 2.41 0.26 2.71
Water Heating 2.2 23.47 1.92 21.91 0.28 1.56
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 3.92 55.13 3.61 54.55 0.31 0.58
Photovoltaics 0 0 0 0
Battery 0 0
Flexibility
Indoor Lighting 0.98 9.16 0.98 9.16
Appl. & Cooking 6.56 43.28 6.55 43.19
Plug Loads 4.99 50.75 4.99 50.75
Outdoor Lighting 0.21 1.83 0.21 1.83
TOTAL COMPLIANCE 16.66 160.15 16.34 159.48
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 4 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 21.45 21.12 0.33 1.54
Net EUI2 21.45 21.12 0.33 1.54
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 PV SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
DC System Size
(kWdc)Exception Module Type Array Type Power Electronics CFI Azimuth
(deg)
Tilt
Input
Array Angle
(deg)
Tilt: (x in
12)
Inverter Eff.
(%)
Annual
Solar Access
(%)
0 Standard (14-17%)Fixed none true n/a n/a n/a n/a n/a
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•PV exception 2: No PV required when minimum PV size (Section 150.1(c)14) < 1.8 kWdc (0 kW)
•IAQ Ventilation System: as low as 0.15 W/CFM
•Insulation below roof deck
•Window overhangs and/or fins
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
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 building 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
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 5 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
Detached ADU 724.5 1 1 1 0 1
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
Detached ADU Zone Conditioned HVAC System 1 724.5 9 DHW System 1 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)
N Wall Detached ADU Zone R-15 Exterior Wall 0 Back 283.5 12 90
E Wall Detached ADU Zone R-15 Exterior Wall 90 Right 207 40 90
S Wall Detached ADU Zone R-15 Exterior Wall 180 Front 283.5 43 90
Interior Wall 1 Detached ADU Zone R-0 Interior Wall n/a n/a 207 0 n/a
Ceiling (below attic) 1 Detached ADU Zone R-30 Ceiling Rafter n/a n/a 724.5 n/a n/a
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic Asphalt Shingle Roof Ventilated 4 0.1 0.85 Yes No
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 6 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
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
W3 Window N Wall Back 0 3 3 1 9 0.3 NFRC 0.23 NFRC Bug Screen
W2 Window N Wall Back 0 3 1 1 3 0.3 NFRC 0.23 NFRC Bug Screen
W1 Window S Wall Front 180 5 4 1 20 0.3 NFRC 0.23 NFRC Bug Screen
W2-2 Window S Wall Front 180 3 1 1 3 0.3 NFRC 0.23 NFRC Bug Screen
W1-2 Window E Wall Right 90 5 4 2 40 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
D1 S Wall 20 0.5
OVERHANGS AND FINS
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Window
Overhang Left Fin Right Fin
Depth Dist Up Left Extent Right
Extent Flap Ht.Depth Top Up Dist L Bot Up Depth Top Up Dist R Bot Up
W3 1.6 1.6 1.6 1.6 1.6 0 0 0 0 0 0 0 0
W2 1.6 1.6 1.6 1.6 1.6 0 0 0 0 0 0 0 0
W1 1.6 1.6 1.6 1.6 1.6 0 0 0 0 0 0 0 0
W2-2 1.6 1.6 1.6 1.6 1.6 0 0 0 0 0 0 0 0
W1-2 1.6 1.6 1.6 1.6 1.6 0 0 0 0 0 0 0 0
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 7 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
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 1 Detached ADU Zone 724.5 54 none 0 80%No
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 Exterior Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.081
Inside Finish: Gypsum Board
Sheathing / Insulation: Wood
Siding/sheathing/decking
Cavity / Frame: R-15 / 2x4
Sheathing / Insulation: Wood
Siding/sheathing/decking
Exterior Finish: 3 Coat Stucco
R-0 Interior Wall Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.277
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Other Side Finish: Gypsum Board
Asphalt Shingle Roof Attic Roofs Wood Framed
Ceiling 2x8 @ 16 in. O. C.R-10 None / None 0.086
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-10 / 2x8
Inside Finish: Gypsum Board
R-30 Ceiling Rafter Ceilings (below
attic)
Wood Framed
Ceiling 2x8 @ 16 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-11.2 insul.
Cavity / Frame: R-18.9 / 2x8
Sheathing / Insulation: Wood
Siding/sheathing/decking
Inside Finish: Gypsum Board
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 8 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
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 System 1 Domestic Hot
Water (DHW)Standard Water Heater 1 1 n/a None n/a Water Heater 1 (1)
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
Water Heater 1 1 40 Generic Tier3Generic40 TankZone Outside Outside
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 System 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 9 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
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
HVAC System 1 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 HVAC Fan System
1 n/a Setback
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 VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1
Ductless MiniSplit
HP 1 HSPF2 9.5 18000 10000 EER2SEER2 18 12.48 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
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan System 1 HVAC Fan 0.45 HVAC Fan System 1-hers-fan
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 10 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan System 1-hers-fan Not Required 0
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/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam IAQVentRpt
1-1 50 0.15 Exhaust No n/a / n/a No Yes
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:Detached ADU Calculation Date/Time:2024-04-12T10:52:25-07:00 (Page 11 of 11)
Calculation Description:Addition Input File Name:1929 S Hickory Street.ribd22
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: 2024-04-12 10:52:44
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:
Albert Luu
DHL Consultant 04/12/2024
10732 La Batista Ave R22-22 40020
Fountain Valley, CA 92708 (714) 679-6472
Lyndon de Guzman
OC-ADU 04/12/2024
24752 Via Balboa
Laguna Hills, CA 92653 9494148799
424-P010063878A-000-000-0000000-0000 04/12/2024 13:35 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.
1927 & 1929 S
Hickory St2/12/2025
1927 & 1929 S
Hickory St2/12/2025