HomeMy WebLinkAbout618 & 620 W Orion Ave - PlanWL
WL
WL
WL
WL
WL
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
WL
WL
WL
WL
WL
WL
SS
SS
SS
SS
SS
SS
SS
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
SS
SS
SS
SS
SS
SS
SS
SS
SS
SS
G
G
G
G
G
G
G
G
G
G
EL
WL WLWL
SS SSSS
G GG
EL ELEL
ORION AVENUEORION AVENUE
618 W ORION AVE.,
SANTA ANA, CA
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
11
2
.
5
0
'
93
.
3
8
'
(E) SINGLE FAMILY DWELLING
PROPERTY LINE56.00'
11
2
.
5
0
'
93
.
3
8
'
4:12
4:12
41.27'
PRO
P
E
R
T
Y
L
I
N
E
-
F
R
O
N
T
A
G
E
18.37'
G
29
'
-
1
1
"
15' - 0"
43
'
-
1
1
"
(E) CONCRETE
DRIVEWAY
(E) DRIVEWAY
APRON
(E) FENCE
(E) FENCE
(E) WALKWAY
(E) WALKWAY
(E) ELECTRICAL
METER WITH
UNDERGROUND
FEED (TO BE
CONVERTED
TO SUBPANEL)
5' - 0"
WM
40' - 0"
25' - 0"
11' - 0"
(E) TRELLIS
(TO BE REMOVED)
(E) WATER
METER
32
'
-
0
"
PUBLIC UTILITY EASEMENT
5'
-
0
"
34' - 8"
15
'
-
5
"
10' - 4"11' - 0"
ORION AVENUEORION AVENUE
618 W ORION AVE.,
SANTA ANA, CA
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
11
2
.
5
0
'
93
.
3
8
'
(E) SINGLE FAMILY DWELLING
PROPERTY LINE56.00'
11
2
.
5
0
'
93
.
3
8
'
4:12
4:12
4:
1
2
4'
-
0
"
4' - 0"
41.27'
PRO
P
E
R
T
Y
L
I
N
E
-
F
R
O
N
T
A
G
E
18.37'
(N) 800 SF
ACCESSORY
DWELLING UNIT
G
400 AMP DUAL
GANG PANEL
W/ 200AMP
BREAKER FOR
(E) RESIDENCE
& 200AMP
BREAKER FOR
(N) ADU
29
'
-
1
1
"
15' - 0"
43
'
-
1
1
"
(N)
UNDERGROUND
ELEC. LINE
FIRE SEPARATION
DETAIL LINE
(E) CONCRETE
DRIVEWAY
(E) DRIVEWAY
APRON
(E) FENCE
(E) FENCE
(E) WALKWAY
(E) WALKWAY
(E) WALKWAY
12' - 0"40' - 0"
5%
2%
2%
5%
5%
5%
5%
2%2%
5%
5%
5%
2%
5%
2%
2%
5%
5%
2%
2%
5%
(E) ELECTRICAL
METER WITH
UNDERGROUND
FEED (TO BE
CONVERTED
TO SUBPANEL)
3, 5
A5
3,6
A5
4
A5
7
A5
4:
1
2
FUTURE SOLAR PANEL
4:12
4:12
5' - 0"
G
(N) GAS
METER
FOR ADU
WM
40' - 0"
25' - 0"
11' - 0"
5'
-
0
"
WM
(E) WATER
METER
(N) WATER METER PER
ENCROACHMENT PERMIT
SUBMITTAL THROUGH PUBLIC
WORKS
3'
-
0
"
20
'
-
0
"
32
'
-
0
"
PUBLIC UTILITY EASEMENT
5'
-
0
"
620 W ORION AVE.,
SANTA ANA, CA
5-GALLON SHRUB
24-INCH CANOPY TREE
1-GALLON SHRUB
1-GALLON SHRUB
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
618 & 620 W ORION AVE., SANTA ANA, CA 92707
SCOPE OF WORK:
1. CONSTRUCT A DETACHED ACCESSORY DWELLING UNIT - 800 SF, 2 BED, 2 BATH, 16 SF PORCH
2. TO REMOVE (E) TRELLIS
DATA:
OWNER/S : HIDEMI FUJITA
PARCEL NUMBER : 410-171-21
LOT SIZE : 5,880 SF
ZONE : R1
CONTACT NUMBER : 949-414-8799
EMAIL ADDRESS : fkhide@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 & SECTIONS
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
INSTALL.
10 AD.1 ARCHITECTURAL DETAILS
11 AD.2 ARCHITECTURAL DETAILS
12 CG.1 CAL. GREEN REQUIREMENTS
13 CG.2 CAL GREEN REQUIREMENTS
14 S-1 FOUNDATION PLAN
15 S-2 FRAMING PLAN (ADU)
16 SD1 STRUCTURAL DETAILS
17 T24 T24
1.
2.
3.
4.
5.
6.
7.
8.
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.
MECHANICAL, ELECTRICAL, AND PLUMBING ARE NOT PART OF
THIS PLAN REVIEW APPROVAL. THE BUILDING AND SAFETY
DIVISION PLAN REVIEW DOES NOT INCLUDE POTENTIAL
ELECTRICAL, WATER, OR GAS REVISIONS REQUIRED BY ANY
NON-CITY UTILITY COMPANY. IT IS SOLELY ON THE CONTRACTOR
TO ENSURE PROPOSED ADDITION OR ALTERATION CAN AND
WILL MEET UTILITY COMPANY REQUIREMENTS. MEP ARE SUBJECT
TO BUILDING FIELD INSPECTION.
GENERAL NOTES:
JOB LOCATION
SUBJECT PROPERTY IS 0.1 MILES TO THE NEAREST BUS STOP
AREA LIVING (SF)GARAGE (SF)PORCH (SF)BEDROOM BATHROOM
EXISTING 1,800 480 0 4 3
(N) ADU 800 0 16 2 2
TOTAL 3,096 480 16 6 5
LOT COVERAGE 3,096
LOT SIZE 5,880
% OF LOT
COVERAGE
52.65
NOT TO SCALE
PROJECT
LOCATION
SCALE: 1/8" = 1'-0"1 EXISTING SITE PLAN
SCALE: 1/8" = 1'-0"2 PROPOSED SITE PLAN
EXISTING + NEW ADU + (E) GARAGE + PORCH
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.
1.
2.
MINIMUM 2.06 kW PHOTOVOLTAIC SYSTEM (SOLAR
PANELS) SHALL BE ON A SEPARATE PERMIT -
DEFERRED SUBMITTAL.
PV IS A DEFERRED APPROVAL AND BUILDING CANNOT
BE OCCUPIED UNTIL PV IS APPROVED BY CITY.
DEFERRED SUBMITTALS:
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A1
PROJECT
DATA & SITE
PLAN
01/14/25
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
A. ADU / SFD = 800 SF / 1,800 SF = 44.44%A. ADU / SFD = 800 SF / 1,800 SF = 44.44%
B. THE ADU SF/ SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE APPLICANT IS RESPONSIBLE FOR
THE GIVEN SFR OF THE EXISTING PRIMARY RESIDENCE; BUILDING SAFETY ARE NOT RESPONSIBLE FOR THE
ACCURACY OF THE GIVEN SFR SF.
1'
-
0
"
1'
-
0
"
1' - 0"1' - 0"
1' - 0"
1'
-
0
"
4:
1
2
4:
1
2
DN
(E) MASTER BATH(E) MASTER BATH
(E) MASTER BEDROOM(E) MASTER BEDROOM
(E) BEDROOM #1(E) BEDROOM #1
(E) BEDROOM #2(E) BEDROOM #2
(E)(E)
BATH #1BATH #1
UP
(E) KITCHEN(E) KITCHEN(E) LIVING(E) LIVING
(E) DINING(E) DINING
(E) GARAGE(E) GARAGE
(E) FOYER(E) FOYER
(E) 1/2 (E) 1/2
BATHBATH
SCALE: 1/4" = 1'-0"3 EXISTING ROOF PLAN
SCALE: 1/4" = 1'-0"4 EXISTING ELEVATION SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A2
EXISTING
HOUSE
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
SCALE: 1/4" = 1'-0"2 EXISTING SECOND FLOOR PLAN
SCALE: 1/4" = 1'-0"1 EXISTING FIRST FLOOR PLAN N
N
N
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
REF
ATTIC VENT CALCULATION
AREA VENTILATED
800 SF
RATE REQ. VENTS:
150 768 SQ.IN
TYPE
O'HAGING VENT
QTY.AREA PER UNIT
11 72 SQ.IN
TOTAL AREA PROVIDED
792 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 792 SQ.IN
WALL AREA
WALL OPENING AREA
FIRE WALL
OPENING CALCULATIONS
360 SQ. F.
43.5 SQ. F.
% OF WALL
OPENING 12.03 %
WALL LOCATION SOUTH WALL
360 SQ. F.
16.67 SQ. F.
4.6 %
NORTH WALL
180 SQ. F.
23.5 SQ. F.
13.0 %
SOUTH WALL
A-A
A5
B-B
A5
SDCM
100A SERVICE SUB
PANEL WITH 225 AMP
MIN. BUSBAR RATING
60 AMP PANEL FOR
FUTURE ESS USE
15
40' - 0"
20
'
-
0
"
40' - 0"
WH
5' - 10"15' - 3"5' - 10"2' - 2"11' - 0"
12' - 7"2' - 0"5' - 0"20' - 5"
20
'
-
0
"
10
'
-
0
"
3'
-
3
"
3'
-
1
0
"
3'
-
0
"
4'
-
0
"
5'
-
0
"
10
'
-
0
"
3'
-
9
"
3'
-
6
"
3'
-
9
"
10
'
-
0
"
4'
-
0
"
3'
-
0
"
5'
-
0
"
3'
-
6
"
8' - 6"5' - 0"6' - 7"3' - 6"4' - 9"5' - 0"6' - 8"
SD
SD
ACU
BATH #1BATH #1
CH: 9'-0"
4'
-
2
"
1'
-
8
"
2'
-
6
"
2'
-
6
"
2'
-
1
0
"
7'
-
5
"
BEDROOM #1BEDROOM #1
CH: 9'-0"
BEDROOM #2BEDROOM #2
CH: 9'-0"
BATH #2BATH #2
CH: 9'-0"
CL
O
S
E
T
C
L
O
S
E
T
CL
O
S
E
T
C
L
O
S
E
T
06
02 11
16
12
16
12
06
02 11
LIVINGLIVING
CH: 9'-0"
DINING & KITCHENDINING & KITCHEN
CH: 9'-0"
W1W2W1
W2
W1
D3
D3
D4
D1
W1
W3
D5
D2
D5D22'
-
1
"
09
10
01
08
07
14
15' - 9"2' - 9"21' - 6"
ATTIC
ACCESS
22"X30"
2
A4
03
1'
-
0
"
0'
-
6
"
3'
-
0
"
3'
-
0
"
7'
-
1
"
1'
-
8
"
2'
-
6
"
2'
-
5
"
2'
-
6
"
EGRESS
EGRESS 4'
-
0
"
4' - 0"
7'
-
0
"
LIVINGLIVING
04
3
A5
3
A5
3
A5
3
A5
3
A5
WALL LEGEND
PROPOSED WALL
PROPOSED FIRE -RATED WALL
DOOR SCHEDULE
TAG DOOR TYPE OPERATION WIDTH HEIGHT QTY
D1 SOLID SWINGING 3' - 0"6' - 8"1
D2 SOLID SWINGING 2' - 6"6' - 8"2
D3 WOOD CLOSET SLIDING 5' - 0"6' - 8"2
D4 LOUVERED EXTERIOR SWINGING 2' - 6"6' - 8"1
D5 SOLID SWINGING 3' - 0"6' - 8"2
WINDOW SCHEDULE
TAG QTY
TYPE/OPERATIO
N MATERIAL WIDTH HEIGHT
HEAD
HEIGHT U-Value SHGC
W1 4 SLIDING VINYL FRAME W/ LOW E-DOUBLE PANE
GLASS
5' - 0"4' - 0"6' - 8"NFRC 0.35
W2 2 SLIDING VINYL FRAME W/ LOW E-DOUBLE PANE
GLASS
3' - 6"1' - 0"6' - 8"NFRC 0.35
W3 1 SLIDING VINYL FRAME W/ LOW E-DOUBLE PANE
GLASS
3' - 0"3' - 0"6' - 8"NFRC 0.35
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:
N
SCALE: 1/4" = 1'-0"1 PROPOSED FLOOR PLAN
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 HAVE A LENGTH MEASURED IN DIRECTION OF TRAVEL NOT LESS THAN 36 INCHES WITH 2% MAX SLOPE. [CRC
RS311.3]
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. 110 CFM
10 REFRIGERATOR SPACE W/ COLD WATER STUB-OUT FOR ICEMAKER (VERIFY SIZE W/ MNFR). IT SHALL BE NEEA HEAT PUMP PER T-24.
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]
14 ELECTRIC PANEL
15 KITCHEN SINK W/ GARBAGE DISPOSAL (SEE CALGREEN SHEET FOR MAX FLOW RATE)
16 WIRING DEVICES SHALL BE BETWEEN 15" AND 48" ABOVE FINISH FLOOR
SCALE: 1/4" = 1'-0"2 PROPOSED ROOF PLAN
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
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A3
PROPOSED
ADU FLOOR &
ROOF PLAN
10/25/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
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
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
0'
-
8
"
3'
-
9
"
13
'
-
5
"
TOP OF THE WINDOW
STUCCO PAINTED TO
MATCH EXISTING MAIN HOUSE EXTERIOR FINISH
4
A5
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30 FELT. OWENSCRONIGN ROOFING
ASPHALT ICC-ES-ESR-1389 & ESR-3537. INSTALLATION OF ROOFING SHALL BE IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (TYP.) TO MATCH EXISTING
HOUSE ROOFING MATERIAL
6
A5
9'
-
0
"
2'
-
4
"
6'
-
8
"
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30 FELT. OWENSCRONIGN
ROOFING ASPHALT ICC-ES-ESR-1389 & ESR-3537. INSTALLATION OF
ROOFING SHALL BE IN ACCORDANCE WITH MANUFACTURER'S
SPECIFICATIONS (TYP.) TO MATCH EXISTING HOUSE ROOFING MATERIAL
0'
-
8
"
9'
-
0
"
3'
-
9
"
13
'
-
5
"
6'
-
8
"
2'
-
4
"
5
A5
2
A5
7
A5
STUCCO PAINTED TO
MATCH EXISTING MAIN HOUSE EXTERIOR FINISH
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
TOP OF THE WINDOW
7
A5
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30 FELT.
OWENSCRONIGN ROOFING ASPHALT ICC-ES-ESR-1389 &
ESR-3537. INSTALLATION OF ROOFING SHALL BE IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (TYP.)
TO MATCH EXISTING HOUSE ROOFING MATERIAL
9'
-
0
"
0'
-
8
"
2'
-
4
"
6'
-
8
"
5
A5
VERTICAL WOOD SIDING PAINTED TO
MATCH EXISTING MAIN HOUSE
EXTERIOR FINISH
2
A5
3'
-
9
"
13
'
-
5
"
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
9'
-
0
"
0'
-
8
"
6'
-
8
"
2'
-
4
"
FUTURE SOLAR PANEL
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30 FELT. OWENSCRONIGN ROOFING
ASPHALT ICC-ES-ESR-1389 & ESR-3537. INSTALLATION OF ROOFING SHALL BE IN
ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS (TYP.) TO MATCH EXISTING HOUSE
ROOFING MATERIAL
STUCCO PAINTED TO
MATCH EXISTING MAIN HOUSE EXTERIOR FINISH
4
A5
5
A5
TOP OF THE WINDOW
3'
-
9
"
13
'
-
5
"
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
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
2x
4
S
T
U
D
RAFTER
CEILING JOIST
7/8" STUCCO
UNDER EAVE NO
EAVE VENTS
PERMITTED
LEVEL 1, F.F.
LEVEL 1, T.O.P.
GRADING LEVEL
T.O.R.
4:12 SLOPE ASPHALT SHINGLE CLASS "A" OVER #30 FELT. OWENSCRONIGN ROOFING ASPHALT ICC-
ES-ESR-1389 & ESR-3537. INSTALLATION OF ROOFING SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS (TYP.) TO MATCH EXISTING HOUSE ROOFING MATERIAL
5
A5
1
A5
4
A5
13
'
-
5
"
3'
-
9
"
9'
-
0
"
0'
-
8
"
R-15 INSULATIONBEDROOM #2BEDROOM #2 BATH #1BATH #1
SLAB ON GRADE
R-19 INSULATION
R-38 INSULATION1/2" GYPSUM
BOARD
BATH #2BATH #2 LIVINGLIVINGCLOCLO
1
A5
7/8" STUCCO
UNDER RAKE
NO VENTS
PERMITTED
RIDGE BEAM
2X4 STUD
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.
A35 PER SCHED.
2X DBL TOP PLATES
2X STUDS @ 16" O.C.
EXTERIOR(N) ADU, (N)
GARAGE, OR
INTERIOR OF BLDG.
2x4 STUD WALL
5/8" TYPE "X"
GYPSUM BOARD
7/8" STUCCO
INSULATION
PER PLAN
5/8" DRYWALL SHALL EXTEND
UP THROUGH ATTIC SPACES
7/8" STUCCO NO EAVE
VENTS PERMITTED
SHEAR WALLWHERE
OCCURS ON PLAN
INSULATION PER PLAN
2x4 STUD WALL
GYPSUM BOARD
W/ SEMI-VAPOR
PERMEABLE
(LATEX) PAINT
ROOF RAFTER, SEE
STRUCTURAL SHEETS
RADIANT BARRIER PER
T24 EMITTANCE OF 0.05
OR LESS
INSULATION PER PLAN
STUCCO
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
SCALE: 1/4" = 1'-0"1 NORTH ELEVATION
SCALE: 1/4" = 1'-0"4 EAST ELEVATION
PLASTER WEEP SCREEDNTS 1RIDGE DETAIL NTS 21-HR FIRE RATED WALL
NTS
3RAKE DETAIL
NTS
4
SCALE: 1/4" = 1'-0"3 WEST ELEVATION
SCALE: 1/4" = 1'-0"2 SOUTH ELEVATION
NTS
5FIRE RATED EAVE DTL.
SCALE: 1/4" = 1'-0"5 SECTION A-A
SCALE: 1/4" = 1'-0"6 SECTION B-B
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A5
ADU
ELEVATIONS &
SECTIONS
12/13/2024
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
NTS
6FIRE RATED RAKE DTL.
NOTES:
EXTERIOR BUILDING AND ROOFING MATERIALS
SHALL MATCH THAT OF THE EXISTING PRIMARY
DWELLING IN TEXTURE, COLOR AND FINISH.
NTS
7FIRE RATED NO EAVE DTL.
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A8
SINGLE FAMILY
RESIDENTIAL
MANDATORY
REQUIREMENTS
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A9
FRAME
BACKING FOR
FUTURE GRAB
BAR INSTALL.
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
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
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"8 ACCESS FURNACE AT ATTIC
SCALE: 1" = 1'-0"9 FAU PLATFORM
SCALE: 3/4" = 1'-0"5 ELECTRICAL SUB-PANEL
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
AD.1
ARCHITECTURAL
DETAILS
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
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
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:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
AD.2
ARCHITECTURAL
DETAILS
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
2
12
SD1
TYP
1
SD11
SD1
1 1
SD1
1 1
SD1
1
2
4'-0"
5/8" AB
@32" O.C
HD
U
4
4x
44x
4
HD
U
4
2
8'-0"
4x
4
HD
U
4
5/8" AB
@32" O.C
HD
U
4
4x
4
2
4'
-
0
"
4x4
5/
8
"
A
B
@3
2
"
O
.
C
HDU4
4x4
HDU4
2
4'
-
0
"
4x4
5/
8
"
A
B
@3
2
"
O
.
C
HDU4
4x4
HDU4
2
4'
-
0
"
4x4
5/
8
"
A
B
@3
2
"
O
.
C
HDU4
4x4
HDU4
5/8" AB
@32" O.C
8'-0"
2
4x
4
HD
U
4
4x
4
HD
U
4
2
4'
-
0
"
4x4
5/
8
"
A
B
@3
2
"
O
.
C
4x4
HDU4
HDU4
4'-0"
4x
4
HD
U
4
4x
4
HD
U
4
5/8" AB
@32" O.C
2
2
4'
-
0
"
4x4
5/
8
"
A
B
@3
2
"
O
.
C
4x4
HDU4
HDU4
SD1
2
2
222
19
SD1
TYP.
SD1
3 3
SD1
2
4x4
PBS44
18
SD13
4x4
PBS44
18
SD13
12"x12"x12" PAD
FOOTING
12"x12"x12" PAD
FOOTING
2
10
'
-
0
"
5/
8
"
A
B
@3
2
"
O
.
C
4x4
HDU4
4x4
HDU4
SD1
15
LEGENDS :
DETAIL
SHEAR WALL NAME
SHEAR WALL LENGTH
NEW FOOTING
EXISTING FOOTING
X
L=X
X-X
X
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
S-1
FOUNDATION
PLAN
10/25/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
SCALE: 1/4" = 1'-0"1 PROPOSED FOUNDATION PLAN
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 24"X24"X24" DEEP PAD FOOTING W/#4 REBAR @6" O.C. MAX. EA WAY AT BOTTOM
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:5 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 = 1.394 AND Si = 0.493
SITE CLASS: D
SEISMIC DESIGN CATEGORY: D
BASIC SEISMIC-FORCE-RESISTING SYSTEM = BWS
RESPONSE MODIFICATION FACTOR, R = 6.5
SEISMIC RESPONSE COEFFICIENT, Cs = 0.172
ANALYSIS PROCEDURE USED:EQUIVALENT
SOIL DATA:
ASSUME ALLOWABLE SOIL BEARING 1,500 PSI
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
2X
6
C
J
@
1
6
"
O
C
2X10 RIDGE
4X6 HEADER
SD1
9,11
SD1
6
SD1
4
2X
6
c
j
@
1
6
"
O
C
2X
6
R
R
@
1
6
"
O
C
4X6 HEADER
SD1
6
SD1
6
SD1
10
4X6 HEADER
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
4X6 HEADER 4X6 HEADER
4X6 HEADER4X
6
H
E
A
D
E
R
4X
6
H
E
A
D
E
R
SD1
6
4X
6
H
E
A
D
E
R
4X6 HEADER
4X6 HEADER
6x10 BEAM
2X
6
C
J
@
1
6
"
O
C
2X
6
c
j
@
1
6
"
O
C
2X
6
R
R
@
1
6
"
O
C
2X
6
R
R
@
1
6
"
O
C
2X
6
R
R
@
1
6
"
O
C
2
4'-0"
2
8'-0"
2
4'
-
0
"
2
4'
-
0
"
2
4'
-
0
"
8'-0"
2
2
4'
-
0
"
4'-0"
2
2
4'
-
0
"
2
8'
-
0
"
4X4 POST
4X4 POST
2X10 RIDGE
4x6 BM
4x6 BM
2X6 CJ & RR
@16" OC
RR
CJ
2-2x6 PR DRAG STRAP TO
SHEARWALL WITH 2-MSTA 36
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
S-2
FRAMING PLAN
(ADU)
10/25/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
SCALE: 1/4" = 1'-0"1 PROPOSED FRAMING PLAN
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
1.
ALL NAILING SHALL BE COMMON NAILS.
MAXIMUM STUD SPACING SHALL BE 16" O.C.
ALL PANEL EDGES SHALL BE BLOCKED.
FRAMING MEMBER SHALL INCLUDE SILL PLATES AND ALL FRAMING MEMBERS RECEIVING EDGE
NAILING FROM ABUTTING PANELS
EDGE NAILING ON 3X MEMBERS SHALL BE STAGGERED
PLYWOOD FOR FORIZONTAL DIAPRAGHMS SHALL BE MADE WITH EXTERIOR GLUE (CHAPTER 4 CRC)
USE 3X3X1/4" CUT PLATE WASHER AT ALL ANCHOR BOLTS SHALL BE PRESSURE TREATED. (CHAPTER
4 CRC)
FASTENER FOR PRESERVATIVE-TREATED SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL,
STAINLESS STEEL, SILICON BRONZE OR COPPER
AT EXISTING FOOTINGS, USE RFB#DX12 HDG-R SIMPSON RETROFIT BOLTS WITH SETXP-EPOXY ICC
#ESR-2508. SPECIAL INSPECTION REQUIRED.
SECOND-FIGURE INDICATES WHERE SHEAR WALL SHEATHING IS TO BE APPLIED TO BOTH SIDES OF
WALL
AT EXISTING CONDITION, 2X SILL PLATE MAY BE USED WITH 3X SILL ADDES AND 5/8" ⌀ A.B. @ 16"
O.C. FOR SHEARWALL #2 ONLY.
ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LACH, MAX. MOISTURE CONTENT SHALL NOT
EXCEED 19% OF THE FOLLOWING FRADES UNLESS NOTED OTHERWISE:
REPETITIVE USE MEMBERS:
STUDS, JOISTS, AND RAFTERS
2X AND 4X NO.2
SINGLE USE MEMBERS:
BEAM
4X NO.2
6X OR LARGER NO. 1
POSTS AND MULLIONS
4X AND SMALLER NO.2
6X AND LARGER NO.1
MISCELLANEOUS LUMBERS"
BLOCKING, FURRING. ETC NO.2
DECKING AND SHEATHING
2X, 3X AND 4X COMM'L EX.
2.ALL STRUCTURAL LUMBER SHALL BE GRADE IN ACCORDANCE WITH GRADING AND DRESSING RULES
#16 OF THE WEST COAST LUMBERMAN'S ASSOCIATION.
3.ALL STRUCT'S PLYWOOD SHALL BE IN ACCORDANCE WITH P.S. 1-74
MANUFACTURED PRODUCTS
1.GLUED-LAMINATED BEAMS DOUGLAS FIR-LACH INDUSTRIAL APPEARANCE WITHIN EXTERIOR GLUE
U.N.O.
16F-V3 DF/DF (Fb=16000 psi, Fv=190 Psi, E=1.5 E6 psi
24F-V4 DF/DF (Fb=2400 psi, Fv=240 Psi, E=1.8 E6 psi), ICC ESR-1940
2.DESIGN VALUES FOR MANUFACTURED PARALLAM PSL SHALL BE MIN. Fb=2900 psi, Fv= 290psi, E=2.0
E6psi, ICC ESR-1387
3.DESIGN VALUES FOR MANUFACTURED MICROLAM LVL SHALL BE MIN. Fb=2600 psi, Fv= 285 psi, E=1.9
E6 psi, ICC ESR-1387
WOOD POSTS EXPOSED TO WEATHER OR WATER SHALL BE 1" ABOVE A SLAB AND 6" ABOVE GRADE
OR 8" ABOVE GRADE. [CRC R317.1.4]
NOTES:
WOOD
FRAMING NOTES:
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL
BE PERPENDICULAR TO SUPPORTS
ALL INTERIOR SHEARWALL SHALL EXTEND TO THE ROOF OR FLOOD DIAPHRAGM LEVEL
DOUBLE JOISTS ARE REQUIRED UNDER PARALLEL BEARING PARTITIONS
PROVIDE CONTINUOUS BLOCKING BETWEEN FLOOR JOISTS UNDER ALL BEARING WALLS.
TOP PLATE BREAKS ARE SHALL OCCUR OVER A STUD OR POST. DOUBLE TOP PLATES SPLICE WITH
MIN. 48" LAP AND PROVIDED WITH MIN. 8-16d NAILS PER TOP PLATE SPLICE
WHERE BOTH TOP PLATES ARE BROKEN, SHALL BE STRAP BOTH SIDES WITH ST6224 U.N.O.
ALL POSTS SHALL HAVE CONNECTIONS AT TOP AND BOTTOM WHICH SHALL BE SIMPSON "CCQ",
"CBSQ" UNLESS SPECIFICALLY DETAILED OTHERWISE. FOR POSTS IN POCKES AND IN FRAMED WALLS
THE COLUMN CAP AND BASE MAY BE ELIMINATED UNLESS DETAILED ON THE DRAWINGS. ALL FREE
STANDING POSTS SHALL USE SIMPSON "CCQ", "ECCQ" AND "CBSQ" CONNECTORS U.N.O. ON PLANS.
USE SIMPSON "HU" HANGERS ON ALL JOIST OR BEAM CONNECTIONS, UNLESS NOTED OTHERWISE ON
PLANS
ALL HANGING JOISTS SHALL BE HUNG WITH SIMPSON "LUS" HANGERS U.N.O. AND SIMPSON "ITT"
HANGER FOR TJI'S U.N.O.
ALL NON-BEARING BALLOON FRAMED WALLS EXCEEDING 14'-0" IN HEIGHT AND NOT SUPPORTED BY
CEILING JOIST AT EITHER SIDE SHALL BE FRAMED WITH 2X6 STUDS @16" O.C. (NOT EXCEED 20'-0")
PER CHAPTER 6 CRC
FASTENING OF MULTIPLE MEMBERS: DOUBLE & TRIPLE JOISTS; 16d @ 12" O.C. STAGGERED (BOTH
SIDES FOR TRIPPLES_ FOUR OR MORE JOISTS SHALL BE BOLTED TOGETHER WITH 1/2" BOLTS AT 18"
O.C. STAGGERED. RE-TIGHTEN BOLTS PRIOR TO APPLYING FINISH MATERIAL.
SHEAR WALL SCHEDULE
MARK SHEAR (PLF)MATERIAL (1)(6)
NAILS AT
SPACING
OF BN, EN,
FN (2)
NAILS AT
SPACING
OF EN, FN
(2)
TOP PLATE
FRAMING
CONNECTOR
(2)
SILL PLATE
NAILS TO
BLOCKING
BELOW (2)(6)
ANCHOR
B.
SPACING
1
2
260
380
15/32" CDX (ID#
24/0)(ONE SIDE)
15/32" CDX (ID#
24/0)(ONE SIDE)
8d @ 6,6,6
8d @ 4,4,6
8d @ 6:6
8d @ 4:6
A35 @ 24" O.C.
OR 16d @ 6" O.C.
A35 @ 12" O.C. OR
16d @ 6" O.C.
16d @ 4" O.C.
16d @ 4" O.C.
48"
36"
NOTE ON PLAN:NOTE ON PLAN:
WHERE PANELS ARE APPLIED ON BOTH FACES OF A SHEARWALL AND NAIL SPACING IS LESS THAN 6 INCHES ON
CENTER ON EITHER SIDE, PANEL JOISTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS.
ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" OR GREATER AT
ADJOINING PANEL EDGES AND NAILS AT ALL PANELS EDGES SHALL BE STAGGERED.
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
8"
M
I
N
PE
R
S
C
H
E
D
U
L
E
4
3
5
D
6
2
2
MIN. 6" DOWEL INTO
FOOTING
1
2
3
4
5
6
REBAR (SEE FOOTING SCHEDULE)
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"
PER SCHEDULE
24".
DOWELS @ 18" O.C.6"
.
PE
R
S
C
H
E
D
U
L
E
4
3
5
2
1#3 TIE @48" O.C W/
STANDARD HOOK @EA.
END FOR 2 POURS SLAB
1
2
3
4
5
REBAR (SEE FOOTING SCHEDULE)
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
.
PER SCHEDULE
DOUBLE TOP
PLATED
SIMPSO
N
STRAP
LSTA24
SIMPSON
PER PLAN
HEADER OR
BEAM PER
PLANS
POST/KP PER PLANS
SIMPSON
STRAP
LSTA24 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. 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.
PER SCHEDULE
3"
M
I
N
.
PE
R
S
C
H
E
D
U
L
E
2% SLOPE MIN.
1
2
3
4
REBAR (SEE FOOTING SCHEDULE)
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
24".
6"
.
FOUNDATION EMBED
REQUIREMENT SHALL BE
FROM THE LOWEST
ADJACENT GRADE
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
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
SIMPSON CP PER PLAN
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
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
FOUNDATION EMBED
REQUIREMENT SHALL BE
FROM THE LOWEST
ADJACENT GRADE
1-3/4" EDGE DIST.
EQEQ
3"
-
5
"
3"
M
I
N
.
MI
N
.
E
M
B
E
D
M
E
N
T
"l
e
"
3" - 4"
POST PER PLAN
(4x MIN.)
FASTENERS PER
MANUF.
SIMP. HOLDOWN
PER PLAN (PHD
SHOWN)
#4 CONT. REBAR
2x, 2-2x OR 3x
P.T.D.F. SILL P PER
PLAN
L
SIMPSON
"SSTB" PER
SCHEDULE
CONT. FTG. OR FDN.
WALL SEE OTHER
DETAIL FOR SIZE &
REINF.
.
DEEPEN FTG. AS
REQ'D. TO MAINTAIN
A.B. CLEARANCE
(12"x12" MIN. IN
PLAN)
NOTES:
1. FOR RAISED FOUNDATION USE SSTB FOR
TWO POUR SYSTEM AND EXTEND BOLT
BEYOND SILL PLATE ABOVE FLOOR
SHEATHING, OR USE SIMP. CNW COUPLER FOR
BOLT EXTENSION.
2. CONCRETE STEM WALLS SHALL BE 6"MIN
WIDTH FOR 5/8⌀ ANCH., 8" MIN. WIDTH FOR
7/8"⌀ ANCH., 8" MIN. FOR CONC. BLK
3. VALUES BASED ON GOVERNING CAPACITY
OF SSTB AT END OF CONC. WALL CONDITION
(ICC#: ESR-2611)
SCHEDULE
SCHEDULE
HDU2-SDS2.5
HDU4-SDS2.5
HDU5-SDS2.5
HDU8-SDS2.5
16
20
24
28
34
24
24
24
34
34
4x4
4x4
4x4
4x4
4x6
6-SDS
10-SDS
14-SDS
20-SDS
20-SDS
# SDS
SCREWS
(1/4"⌀)
MIN.
POST
EMBEDMENT "le"
SSTB #
1-POUR
SSTB #
2-
POUR
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
SD1
STRUCTURAL
DETAILS
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
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 17INTERIOR WALL 18EXTERIOR POST FOOTING
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
19HOLD DOWN DETAIL
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
T24
T24
01/14/25
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
CG.1
CAL. GREEN
REQUIREMENTS
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
CG.2
CAL GREEN
REQUIREMENTS
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
EL
ORION AVENUEORION AVENUE
618 W ORION AVE.,
SANTA ANA, CA
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
11
2
.
5
0
'
93
.
3
8
'
(E) SINGLE FAMILY DWELLING
PROPERTY LINE56.00'
11
2
.
5
0
'
93
.
3
8
'
4:12
4:12
4:
1
2
41.27'
PRO
P
E
R
T
Y
L
I
N
E
-
F
R
O
N
T
A
G
E
18.37'
(N) 800 SF
ACCESSORY
DWELLING UNIT
FIRE SEPARATION
DETAIL LINE
(E) CONCRETE
DRIVEWAY
(E) DRIVEWAY
APRON
(E) FENCE
(E) FENCE
(E) WALKWAY
(E) WALKWAY
(E) WALKWAY
E D
C
B B
4:
1
2
FUTURE SOLAR PANEL
4:12
4:12
PUBLIC UTILITY EASEMENT
5'
-
0
"
620 W ORION AVE.,
SANTA ANA, CA
5-GALLON SHRUB
24-INCH CANOPY TREE
1-GALLON SHRUB
1-GALLON SHRUB
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
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A6
EROSION &
SEDIMENT
CONTROL
PLAN
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
EL
ORION AVENUEORION AVENUE
618 W ORION AVE.,
SANTA ANA, CA
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
11
2
.
5
0
'
93
.
3
8
'
(E) SINGLE FAMILY DWELLING
PROPERTY LINE56.00'
11
2
.
5
0
'
93
.
3
8
'
4:12
4:12
41.27'
PROP
E
R
T
Y
L
I
N
E
-
F
R
O
N
T
A
G
E
18.37'
G
(E) CONCRETE
DRIVEWAY
(E) DRIVEWAY
APRON
(E) FENCE
(E) FENCE
(E) WALKWAY
(E) WALKWAY
34.6'
34.0'
34.4'
34.0'
33.4
32.4'
WM
(E) TRELLIS
(TO BE REMOVED)
PUBLIC UTILITY EASEMENT
5'
-
0
"
34' - 8"
15
'
-
5
"
10' - 4"11' - 0"
ORION AVENUEORION AVENUE
618 W ORION AVE.,
SANTA ANA, CA
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
11
2
.
5
0
'
93
.
3
8
'
(E) SINGLE FAMILY DWELLING
PROPERTY LINE56.00'
11
2
.
5
0
'
93
.
3
8
'
4:12
4:12
4:
1
2
41.27'
PROP
E
R
T
Y
L
I
N
E
-
F
R
O
N
T
A
G
E
18.37'
(N) 800 SF
ACCESSORY
DWELLING UNIT
G
FIRE SEPARATION
DETAIL LINE
(E) CONCRETE
DRIVEWAY
(E) DRIVEWAY
APRON
(E) FENCE
(E) FENCE
(E) WALKWAY
(E) WALKWAY
(E) WALKWAY 5%
2%
2%
5%
5%
5%
5%
2%2%
5%
5%
5%
2%
5%
2%
2%
5%
5%
2%
2%
5%
4:
1
2
FUTURE SOLAR PANEL
4:12
4:12
G
WMWM
PUBLIC UTILITY EASEMENT
5'
-
0
"
620 W ORION AVE.,
SANTA ANA, CA
5-GALLON SHRUB
24-INCH CANOPY TREE
1-GALLON SHRUB
1-GALLON SHRUB
SCALE: 1/8" = 1'-0"1 EXISTING CONTOUR MAP
SCALE: 1/8" = 1'-0"2 PROPOSED CONTOUR MAP
SHEET NO.:
SHEET TITLE:
DATE:
DR
A
W
I
N
G
S
P
R
O
V
I
D
E
D
B
Y
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A7
EXISTING &
PROPOSED
CONTOUR MAP
10/10/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
RE
V
I
S
I
O
N
T
A
B
L
E
No
.
DA
T
E
RE
V
I
S
E
D
B
Y
DE
S
C
R
I
P
T
I
O
N
GFI
WP
WP
220V
EGD
3
4
D
220
vs
FS
CT
R
CLG
SD
T
H
J
W
TV
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)
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"
SD
EXT. LIGHTS MUST BE
MOTION CENSOR AND
PHOTOCELL. TYP.HB M
60 AMP PANEL FOR
FUTURE ESS USE
100A SERVICE PANEL
WITH 225 AMP MIN.
BUSBAR RATING
IAQ FAN, 50
CFM MIN.
AC RETURN
AIR VENT
GA
S
CLOTHES DRYER
MOISTURE EXHAUST DUCT
(MIN. 4INCH DIA.)
HB
HB
M
HBM
HB
M
SDCM
ATTIC
ACCESS
22"X30"
2
A4
HOOD OVER RANGE
SHALL BE 180 CFM
ELECTRICAL
OUTLET FOR
FUTURE USE
GA
S
N
SCALE: 3/16" = 1'-0"2 FURNACE AT ATTIC
SCALE: 1/4" = 1'-0"1 PROPOSED ELECTRICAL PLAN
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
:
EM
S
O
C
A
L
E
N
G
I
N
E
E
R
I
N
G
24
8
8
1
A
L
I
C
I
A
P
K
W
Y
.
,
ST
E
.
E
-
2
2
2
,
L
A
G
U
N
A
H
I
L
L
S
76
0
-
4
8
4
-
6
3
4
3
A4
PROPOSED
ELECTRICAL
PLAN
10/25/24
61
8
&
6
2
0
W
O
R
I
O
N
AV
E
.
,
S
A
N
T
A
A
N
A
,
CA
9
2
7
0
7
NE
W
D
E
T
A
C
H
E
D
AC
C
E
S
S
O
R
Y
DW
E
L
L
I
N
G
U
N
I
T
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
STRUCTURAL CALCULATIONS
FOR:
618 Orion Ave, Santa Ana, CA 92707
SCOPE OF WORK:
Detached ADU
Engineer:
Ehab Elias
24881 Alicia Pkwy, Ste E-222
Laguna Hills CA, 92653
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
CODE: 2022 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
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
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
Solar Panels 5
TOTAL 11.5 = 15 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 = 10 PSF Dead Load
15 PSF Live Load
SEISMIC DESIGN
!"
#$%&'()*+&,-./&01+21&,+1/&3,&45676/&80,
912)2:;./&9*+<)2:;.=&>>?#4%#$5>777777$/&@$$6?%6#>A
B12. CDEFEGDGHIJKFJCKLM
B.N)<+&3*;.&O.P.(.+Q.&B*Q:R.+2 LSTFUCI
O)NV&312.<*(W XX
0)2.&3Y1NN ZUZ[
CC H \]
^W_. `1Y:. B.NQ()_2)*+
C GFa MSTb
[
D G
]
C D HKa MSTb
[
C D
]
MC K\K
U
MC U
CC H c
U
ZC DG\ d
D G
L
ZC U
CC H c d
C D
L
^W_. `1Y:. B.NQ()_2)*+
ZS U
CC H c
e
fC G
D G
f U
CC H c
C D
gL D KHK MST!
fgL C G
gL
gLM D IKH
!
DRAG LINE LEGENDS:
NTS.
sheet no.:A2
Ehab Elias, P.E.
Project:618 Orion Ave
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;33.698612
longitude:-117.8763
Ss 1.279
S1 0.459
Site Class:D
Risk Category:II ASCE 7 Table 1.5-1
Ie=1 ASCE 7 Table 1.5-2
Fa=1.2
SMS 1.535
SDS 1.023
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=2.92 psf
Seismic Calcs
15 lb/sf Lb
800 sf
9,180 lb
120 ft
4.5 ft
17 lb/sf
21,180 lb
2.92 lb/sf
Wind Load Calcs
9.6 lb/sf
L=40 6,912 lb
W=20 3,456 lb
LATERAL ANALYSIS (ASCE 7-16)
STORY WEIGHTS:
SEISMIC:
Maximum Short Period Response:
maximum 1 sec. Period Response:
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
Wroof = Bld. Area x Roof SF weight=
Bld. Area=
12,000
Wwall = Bld. Circumference x (ceiling heigh/2)x wall wight per LF
Bld. Circumference =
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
sheet no.:A3
Ehab Elias, P.E.
Project:618 Orion Ave
2.92 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 8 9 267 779 97 2 4 100 3504 365 785 HDU4
1 8 9 267 779 97 2 4 100 3504 365 785 HDU4
2 12 9 267 779 65 2 4 100 2336 365 493 HDU4
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 8 9 267 288 2 4 10381 1368 2390 HDU4
1 8 9 267 288 2 4 10381 1368 2390 HDU5
2 12 9 267 192 2 8 13841 5472 1320 HDU4
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 Uplift Simpson
A 12 9 400 1167 97 1 4 100 3500 365 784 HDU4
B 12 9 400 1167 97 1 4 100 3500 365 784 HDU4
WIND:
Wall NO.Lw Total HW Trib. Area V/L (PLF)**Wall Smallest OTM RM (ft-Uplift Simpson
A 12 9 400 144 1 4 5184 1368 1091 HDU4
B 12 9 400 144 1 4 5184 1368 1091 HDU4
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 A,B,1&2 HDU4 3424 Wall A,B,1&2
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=
GRAVITY DESIGN
!" #$%&'(!)* +, -./0!1!-2 /./.!)03452, 6#++ 7!)-89, :: .35!;!<!.35!=!)>**!?@#(+,
?A # !)* +, ./B8!1!.C!.2 4B-- 6#++ 7!)0-9, .355 .35!;!<!.35!=!)>**!?@#(+,
' (%!)D%:* +, /E/B!1!/C!0!.F-2 B058 6#++ 7!)B09, .355 .35!;!<!.35!=!)>**!?@#(+,
=&G !='#7!; H*3!)&(, 5308I!1!/C!0!.F-2 534I- 6#++ 7!)=F4-., :: .35!;!<!.35!=!)>**!?@#(+,
J'%#*!='#7!; H*3!)&(, 53E48!1!/C!0!.F-2 53/.0 6#++ 7!)=F-B8, :: .35!;!<!.35!=!)>**!?@#(+,
!= (K%A!L!.EC!82
?M+% !L!D*''
!JM@ !L!; '@!N #
NO&*7&(K!P+ !L!" +&7 (%&#*
NO&*7&(K!Q'7 !L!RNQ!-5./
; +&K(! %A'7'*'KM!L!>?;
S; H* $%&'(!$ &% &#L!==!)=F0E5,!#(7!J=!)=F-I5,3
S>**'T 7! ' (%!7' +!('%! H* $%!%A !#7UO+% (%!H' !%A ! # !+%# &*&%M!H#$%' 3
S=O !K #7&(K!@ 'G&+&'(+! O+%! ! V% (7 7!'G !%A !* (K%A!'H!%A ! !@ !W;?!I3-34343
S>@@*&$# * !$#*$O*#%&'(+!# ! #+ 7!'(!W;?3
S!N*'$X&(K!6#( *+!# !#++O 7!%'!$# M!('!*'#7+!#@@*& 7!7& $%*M!# 'G !%A !#(7!%A !HO**!*'#7!&+!#@@*& 7!%'!%A ! ! &(K!7 +&K( 73
Y
Z
[\\
[\\
]
^
_
^
.!:!?%O7!T#**!:!?6D 03452 03452 .3452 B0B .-II -./0 N*'$X&(K
-!:!?%O7!T#**!:!?6D 03452 03452 .3452 B0B .-II -./0 N*'$X&(K
S #V& O !#**'T# * ! #$&(K!&(% G#*+! #+ 7!'(!#@@*& 7!*'#73
Y
Y
`
^
J'@!a7K !)=O, .EC!82!'F$
N'%%' !a7K !)=O, .EC!82!'F$
S!?&7 !*'#7+!# !#++O 7!%'!('%!&(7O$ !$ '++:K #&(!% (+&'(3
^
b
[]
c
d
Z
efgehfee
5!:!? *H!i &KA%!)6=D, 5!%'!.EC!82 WF> .03- ::
.!:!P(&H' !)6?D, 5!%'!.EC!82!)D '(%, .5C .535 .435 ; H#O*%!='#7
i M A# O+ !T# #(%+!%A#%!%A !+&j&(K!'H!&%+!@ '7O$%+!T&**! !&(!#$$' 7#($ !T&%A!i M A# O+ !@ '7O$%!7 +&K(!$ &% &#!#(7!@O *&+A 7!7 +&K(!G#*O +3!i M A# O+ ! V@ ++*M!7&+$*#& +!#(M!'%A !T# #(%& +
*#% 7!%'!%A !+'H%T# 3!P+ !'H!%A&+!+'H%T# !&+!('%!&(% (7 7!%'!$& $O G (%!%A !( 7!H' !#!7 +&K(!@ 'H ++&'(#*!#+!7 % &( 7! M!%A !#O%A' &%M!A#G&(K!UO &+7&$%&'(3!JA !7 +&K( !'H! $' 7k! O&*7 !' !H # !&+
+@'(+& * !%'!#++O !%A#%!%A&+!$#*$O*#%&'(!&+!$' @#%& * !T&%A!%A !'G #**!@ 'U $%3!>$$ ++' & +!)"& !N'# 7k!N*'$X&(K!6#( *+!#(7!?lO#+A!N*'$X+,!# !('%!7 +&K( 7! M!%A&+!+'H%T# 3!6 '7O$%+! #(OH#$%O 7!#%
i M A# O+ !H#$&*&%& +!# !%A& 7:@# %M!$ %&H& 7!%'!+O+%#&(# * !H' +% M!+%#(7# 7+3!i M A# O+ !a(K&( 7!=O !6 '7O$%+!!A#G ! (! G#*O#% 7! M!RQQ:a?!O(7 ! G#*O#%&'(! @' %+!a?":..40!#(7!a?":.0/8
#(7F' !% +% 7!&(!#$$' 7#($ !T&%A!#@@*&$# * !>?J !+%#(7# 7+3!D' !$O (%!$'7 ! G#*O#%&'(! @' %+k!i M A# O+ !@ '7O$%!*&% #%O !#(7!&(+%#**#%&'(!7 %#&*+! H !%'!TTT3T M A# O+ 3$' FT''7@ '7O$%+F
7'$O (%:*& # M3
JA !@ '7O$%!#@@*&$#%&'(k!&(@O%!7 +&K(!*'#7+k!7& (+&'(+!#(7!+O@@' %!&(H' #%&'(!A#G ! (!@ 'G&7 7! M!D' % iaN!?'H%T# !m@ #%'
dcZ
n
; #T&(K!&+!Q'($ @%O#*3!>**!*'$#%&'(+!# ! #+O 7!H ' !%A !'O%+&7 !H#$ !'H!* H%!+O@@' %!)' !* H%!$#(%&* G ! (7,3!>**!7& (+&'(+!# !A' &j'(%#*!)%M@3,3
opoYppq] [[p
= G *k!D*'' L!; '@!N #
h\ rshe nfh
dpY[t
q\
un
.5F8F-5-I!-L.BL0-!6 !PJQ
aA# !a*&#+
?% O$%O #*!v (%O +
)8E5,!I/I:E0I0
*&#+ A# 1K #&*3$'
D' % iaN!G03/k!a(K&( L!v/3I3.3-Ik!;#%#L!v/3.3E30
D&* !W# L!m &'(!N # +
wxyz{|{}{|
!" #$%&'(!)* +, -./!0!-!12-3 --/1!)/4.53, 6#++ 7!)118, 99 145!:!;!145!< !)=**!>?#(+,
>@ # !)* +, -1A!0!A!1121B3 1-/A 6#++ 7!)1A8, 14-. 145!:!;!145!< !)=**!>?#(+,
' (%!)C%9* +, B1D!0!.E!/!12-3 11DA 6#++ 7!).-8, 14-. 145!:!;!145!< !)=**!>?#(+,
<&F !<'#7!: G*4!)&(, 54-51!0!.E!/!12-3 54./B 6#++ 7!)<2B/A, 99 145!:!;!145!< !)=**!>?#(+,
H'%#*!<'#7!: G*4!)&(, 54/B1!0!.E!/!12-3 54D1I 6#++ 7!)<2/.D, 99 145!:!;!145!< !)=**!>?#(+,
!< (J%@!K!11E!/!1121B3
>L+% !K!"''G
!HL? !K!M'&+%
NO&*7&(J!P+ !K!" +&7 (%&#*
NO&*7&(J!Q'7 !K!RNQ!-51A
: +&J(! %@'7'*'JL!K!=>:
!6&%$@!K!I21-
S: G* $%&'(!$ &% &#K!<<!)<2-I5,!#(7!H<!)<21A5,4
S=**'T 7! ' (%!7' +!('%! G* $%!%@ !#7UO+% (%!G' !%@ ! # !+%# &*&%L!G#$%' 4
S=!1.8!&($ #+ !&(!%@ ! ' (%!$#?#$&%L!@#+! (!#77 7!%'!#$$'O(%!G' ! ? %&%&F ! !O+#J 4
S=??*&$# * !$#*$O*#%&'(+!# ! #+ 7!'(!V:>4
S!N*'$W&(J!6#( *+!# !#++O 7!%'!$# L!('!*'#7+!#??*& 7!7& $%*L!# 'F !%@ !#(7!%@ !GO**!*'#7!&+!#??*& 7!%'!%@ ! ! &(J!7 +&J( 74
X
Y
Z[[
Z[[
\
]
^
_]
1!9!>%O7!T#**!9!>6C /4.53 /4.53 14.53 11- 1I1 -./ N*'$W&(J
-!9!>%O7!T#**!9!>6C /4.53 /4.53 14.53 11- 1I1 -./ N*'$W&(J
S #`& O !#**'T# * ! #$&(J!&(% F#*+! #+ 7!'(!#??*& 7!*'#74
S:& (+&'(+!G' !*#% #*! #$&(J!&(% F#*+!# ! #+O 7!#*'(J!%@ !* (J%@!'G!%@ ! !G' !+*'? 7!$'(7&%&'(+4
X
X
a
]
H'?!b7J !)<O, 11E!-3!'2$
N'%%' !b7J !)<O, 11E!-3!'2$
_]
c
ZZ[
defdgehi
1!9!P(&G' !)6>C, 5!%'!15E!D3 1B3 1.45 -545 : G#O*%!<'#7
j L @# O+ !T# #(%+!%@#%!%@ !+&k&(J!'G!&%+!? '7O$%+!T&**! !&(!#$$' 7#($ !T&%@!j L @# O+ !? '7O$%!7 +&J(!$ &% &#!#(7!?O *&+@ 7!7 +&J(!F#*O +4!j L @# O+ ! `? ++*L!7&+$*#& +!#(L!'%@ !T# #(%& +
*#% 7!%'!%@ !+'G%T# 4!P+ !'G!%@&+!+'G%T# !&+!('%!&(% (7 7!%'!$& $O F (%!%@ !( 7!G' !#!7 +&J(!? 'G ++&'(#*!#+!7 % &( 7! L!%@ !#O%@' &%L!@#F&(J!UO &+7&$%&'(4!H@ !7 +&J( !'G! $' 7l! O&*7 !' !G # !&+
+?'(+& * !%'!#++O !%@#%!%@&+!$#*$O*#%&'(!&+!$' ?#%& * !T&%@!%@ !'F #**!? 'U $%4!=$$ ++' & +!)"& !N'# 7l!N*'$W&(J!6#( *+!#(7!>mO#+@!N*'$W+,!# !('%!7 +&J( 7! L!%@&+!+'G%T# 4!6 '7O$%+! #(OG#$%O 7!#%
j L @# O+ !G#$&*&%& +!# !%@& 79?# %L!$ %&G& 7!%'!+O+%#&(# * !G' +% L!+%#(7# 7+4!j L @# O+ !b(J&( 7!<O !6 '7O$%+!!@#F ! (! F#*O#% 7! L!RQQ9b>!O(7 ! F#*O#%&'(! ?' %+!b>"911./!#(7!b>"91/AD
#(72' !% +% 7!&(!#$$' 7#($ !T&%@!#??*&$# * !=>H !+%#(7# 7+4!C' !$O (%!$'7 ! F#*O#%&'(! ?' %+l!j L @# O+ !? '7O$%!*&% #%O !#(7!&(+%#**#%&'(!7 %#&*+! G !%'!TTT4T L @# O+ 4$' 2T''7? '7O$%+2
7'$O (%9*& # L4
H@ !? '7O$%!#??*&$#%&'(l!&(?O%!7 +&J(!*'#7+l!7& (+&'(+!#(7!+O??' %!&(G' #%&'(!@#F ! (!? 'F&7 7! L!C' % jbN!>'G%T# !n? #%'
opY
q
: #T&(J!&+!Q'($ ?%O#*4!=**!*'$#%&'(+!# ! #+O 7!G ' !%@ !'O%+&7 !G#$ !'G!* G%!+O??' %!)' !* G%!$#(%&* F ! (7,4!=**!7& (+&'(+!# !@' &k'(%#*!)%L?4,4
rsrXsst\ ZZs
< F *l!"''GK!M'&+%
g[ huv qeggvwt
osXZ_
t[
xq
152D2-5-I!-K-1K5D!6 !PHQ
b@# !b*&#+
>% O$%O #*!y (%O +
)DB5,!IAI9B/I/
*&#+ @# 0J #&*4$'
C' % jbN!F/4Al!b(J&( K!yA4I414-Il!:#%#K!yA414B4/
C&* !V# K!n &'(!N # +
z{|}~~€~
!" #$%&'(!)* +, -./!0!-!.1-2 --3.!)345/2, 6#++ 7!)89, :: .4/!;!<!.4/!=!)>**!?@#(+,
?A # !)* +, .B5!0!82 88/ 6#++ 7!).89, .4// .4/!;!<!.4/!=!)>**!?@#(+,
' (%!)C%:* +, D.E!0!DF!3!.1-2 B.8 6#++ 7!)E59, .4// .4/!;!<!.4/!=!)>**!?@#(+,
=&G !='#7!; H*4!)&(, /4-E8!0!DF!3!.1-2 /4D/B 6#++ 7!)=15-3, :: .4/!;!<!.4/!=!)>**!?@#(+,
I'%#*!='#7!; H*4!)&(, /4JD5!0!DF!3!.1-2 /4B.. 6#++ 7!)=13.J, :: .4/!;!<!.4/!=!)>**!?@#(+,
!= (K%A!L!.-F!E2
?M+% !L!N &*&(K
!IM@ !L!>%%&$!O'&+%
PQ&*7&(K!R+ !L!" +&7 (%&#*
PQ&*7&(K!N'7 !L!SPN!-/.B
; +&K(! %A'7'*'KM!L!>?;
!6&%$A!L!/1.-
T; H* $%&'(!$ &% &#L!==!)=1-J/,!#(7!I=!)=1.B/,4
T>**'U 7! ' (%!7' +!('%! H* $%!%A !#7VQ+% (%!H' !%A ! # !+%# &*&%M!H#$%' 4
T>@@*&$# * !$#*$Q*#%&'(+!# ! #+ 7!'(!W;?4
T!P*'$X&(K!6#( *+!# !#++Q 7!%'!$# M!('!*'#7+!#@@*& 7!7& $%*M!# 'G !%A !#(7!%A !HQ**!*'#7!&+!#@@*& 7!%'!%A ! ! &(K!7 +&K( 74
Y
Z
[\\
[\\
]
^
_
`
^
.!:!?%Q7!U#**!:!?6C 345/2 345/2 .45/2 BJ .-D -./ P*'$X&(K
-!:!?%Q7!U#**!:!?6C 345/2 345/2 .45/2 BJ .-D -./ P*'$X&(K
T #a& Q !#**'U# * ! #$&(K!&(% G#*+! #+ 7!'(!#@@*& 7!*'#74
Y
Y
b
^
I'@!c7K !)=Q, .-F!32!'1$
P'%%' !c7K !)=Q, .-F!E2!'1$
T!d(*M!G %&$#*!*'#7+!# !#G#&*# * !H' !>%%&$!O'&+%! !%M@ +4!W'!% (+&'(!*'#7&(K!U&**! !$'(+&7 7!&(!%A !7 +&K(!H' !%A + ! +4
`
^
e
[[\
fghfigff
.!:!R(&H' !)6?C, /!%'!.-F!E2 .D2 ./4/ .54/ ; H#Q*%!='#7
j M A# Q+ !U# #(%+!%A#%!%A !+&k&(K!'H!&%+!@ '7Q$%+!U&**! !&(!#$$' 7#($ !U&%A!j M A# Q+ !@ '7Q$%!7 +&K(!$ &% &#!#(7!@Q *&+A 7!7 +&K(!G#*Q +4!j M A# Q+ ! a@ ++*M!7&+$*#& +!#(M!'%A !U# #(%& +
*#% 7!%'!%A !+'H%U# 4!R+ !'H!%A&+!+'H%U# !&+!('%!&(% (7 7!%'!$& $Q G (%!%A !( 7!H' !#!7 +&K(!@ 'H ++&'(#*!#+!7 % &( 7! M!%A !#Q%A' &%M!A#G&(K!VQ &+7&$%&'(4!IA !7 +&K( !'H! $' 7l! Q&*7 !' !H # !&+
+@'(+& * !%'!#++Q !%A#%!%A&+!$#*$Q*#%&'(!&+!$' @#%& * !U&%A!%A !'G #**!@ 'V $%4!>$$ ++' & +!)"& !P'# 7l!P*'$X&(K!6#( *+!#(7!?mQ#+A!P*'$X+,!# !('%!7 +&K( 7! M!%A&+!+'H%U# 4!6 '7Q$%+! #(QH#$%Q 7!#%
j M A# Q+ !H#$&*&%& +!# !%A& 7:@# %M!$ %&H& 7!%'!+Q+%#&(# * !H' +% M!+%#(7# 7+4!j M A# Q+ !c(K&( 7!=Q !6 '7Q$%+!!A#G ! (! G#*Q#% 7! M!SNN:c?!Q(7 ! G#*Q#%&'(! @' %+!c?":..53!#(7!c?":.3BE
#(71' !% +% 7!&(!#$$' 7#($ !U&%A!#@@*&$# * !>?I !+%#(7# 7+4!C' !$Q (%!$'7 ! G#*Q#%&'(! @' %+l!j M A# Q+ !@ '7Q$%!*&% #%Q !#(7!&(+%#**#%&'(!7 %#&*+! H !%'!UUU4U M A# Q+ 4$' 1U''7@ '7Q$%+1
7'$Q (%:*& # M4
IA !@ '7Q$%!#@@*&$#%&'(l!&(@Q%!7 +&K(!*'#7+l!7& (+&'(+!#(7!+Q@@' %!&(H' #%&'(!A#G ! (!@ 'G&7 7! M!C' % jcP!?'H%U# !d@ #%'
noZ
p
; #U&(K!&+!N'($ @%Q#*4!>**!*'$#%&'(+!# ! #+Q 7!H ' !%A !'Q%+&7 !H#$ !'H!* H%!+Q@@' %!)' !* H%!$#(%&* G ! (7,4!>**!7& (+&'(+!# !A' &k'(%#*!)%M@4,4
qrqYrrs] [[r
= G *l!N &*&(KL!>%%&$!O'&+%
i\ tuv pgiivws
nrY[x
s\
yp
./1E1-/-J!3L/EL//!6 !RIN
cA# !c*&#+
?% Q$%Q #*!z (%Q +
)ED/,!JBJ:D3J3
*&#+ A# 0K #&*4$'
C' % jcP!G34Bl!c(K&( L!zB4J4.4-Jl!;#%#L!zB4.4D43
C&* !W# L!d &'(!P # +
{|}~€ €
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 1 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
GENERAL INFORMATION
01 Project Name New ADU
02 Run Title Compliance
03 Project Location 618 Orion Ave
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92707 07 Software Version CBECC-Res 2022.3.1
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)270
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed 13 Number of Bedrooms 2
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)800 19 Glazing Percentage (%)10.87%
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-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 2 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
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 37.1 38.4 27.7
Proposed Design 35.7 36.6 26.9 1.4 1.8 0.8
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: 2.06 kWdc
•PV System resized to 2.06 kWdc (a factor of 2.063) to achieve 'Standard Design PV' PV scaling
424-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 3 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
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 0.13 0.65 0.13 0.93 0 -0.28
Space Cooling 1.3 29 1.56 34.47 -0.26 -5.47
IAQ Ventilation 0.49 5.1 0.21 2.19 0.28 2.91
Water Heating 2.23 23.49 1.67 17.99 0.56 5.5
Self
Utilization/Flexibility
Credit
0 0 0 0
Efficiency Compliance
Total 4.15 58.24 3.57 55.58 0.58 2.66
Photovoltaics -2.83 -85.12 -2.83 -84.96
Battery 0 0
Flexibility 0
Indoor Lighting 0.94 8.78 0.94 8.78
Appl. & Cooking 6.51 42.13 6.52 42.21
Plug Loads 5.68 57.83 5.68 57.83
Outdoor Lighting 0.21 1.8 0.21 1.8
TOTAL COMPLIANCE 14.66 83.66 14.09 81.24
424-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 4 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 22.57 21.87 0.7 3.1
Net EUI2 8.18 7.49 0.69 8.44
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
(%)
2.06 NA Standard (14-17%)Fixed none true 150-270 n/a n/a <=7:12 96 98
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•PV System: 2.06 kWdc
•IAQ Ventilation System: as low as 0.15 W/CFM
•Insulation below roof deck
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
424-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 5 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
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
•Minimum Airflow
•Verified Refrigerant Charge
•Fan Efficacy Watts/CFM
•Verified heat pump rated heating capacity
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
New ADU 800 1 2 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
ADU Zone Conditioned HVAC System 2 800 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)
Front Wall ADU Zone R-15 Exterior Wall 270 Front 180 40 90
Back Wall ADU Zone R-15 Exterior Wall 90 Back 180 34 90
Right Wall ADU Zone R-15 Exterior Wall 180 Right 360 33 90
Left Wall ADU Zone R-15 Exterior Wall 0 Left 360 20 90
Ceiling (below attic) 1 ADU Zone R-38 Ceiling Rafter n/a n/a 800 n/a n/a
424-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 6 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
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
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
W4 Window Front Wall Front 270 4 5 1 20 0.3 NFRC 0.23 NFRC Bug Screen
W1 Window Back Wall Back 90 5 5 1 25 0.3 NFRC 0.23 NFRC Bug Screen
W2 Window Back Wall Back 90 3 3 1 9 0.3 NFRC 0.35 NFRC Bug Screen
W3 Window Right Wall Right 180 6 4 1 24 0.3 NFRC 0.35 NFRC Bug Screen
W2-2 Window Right Wall Right 180 3 3 1 9 0.3 NFRC 0.35 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
D1 Front Wall 20 0.2
D4 Left Wall 20 0.2
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
Slab On Grade 1 ADU Zone 800 120 none 0 80%No
424-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 7 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
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
Asphalt Shingle Roof Attic Roofs Wood Framed
Ceiling 2x6 @ 16 in. O. C.R-19 None / None 0.056
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-19 / 2x6
Inside Finish: Gypsum Board
R-38 Ceiling Rafter Ceilings (below
attic)
Wood Framed
Ceiling 2x10 @ 16 in. O. C.R-38 None / None 0.026
Over Ceiling Joists: R-13.9 insul.
Cavity / Frame: R-24.1 / 2x10
Sheathing / Insulation: Wood
Siding/sheathing/decking
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
424-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 8 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
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 50 Generic NEEA Tier 4 Generic
50 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
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 2 Heat pump
heating cooling
Heat Pump System
1 1 Heat Pump System
1 1 HVAC Fan System
1
Distribution
System 1 Setback
424-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 9 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
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 Central split HP 1 HSPF2 7.5 18000 12600 EER2SEER2 14.3 11.7 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Required 350 Not Required Not Required Yes No Yes Yes
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name Type Design Type
Duct Ins. R-value Duct Location Surface Area
Bypass Duct Duct Leakage HERS Verification
Supply Return Supply Return Supply Return
Distribution
System 1
Unconditioned
attic Non-Verified R-6 R-6 Attic Attic n/a n/a No Bypass Duct Existing (not
specified)
Distribution
System 1-hers-dist
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-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 10 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan System 1-hers-fan Required 0.45
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-P010236461A-000-000-0000000-0000 10/04/2024 07:53 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:New ADU Calculation Date/Time:2024-10-03T16:15:34-07:00 (Page 11 of 11)
Calculation Description:Compliance Input File Name:618 Oron Ave.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: 2024-10-03 16:16:05
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 10/03/2024
10732 La Batista Ave R22-22 40020
Fountain Valley, CA 92708 (714) 679-6472
Lyndon de Guzman
OC-ADU 10/04/2024
24752 Via Balboa
Laguna Hills, CA 92653 9494148799
424-P010236461A-000-000-0000000-0000 10/04/2024 07:53 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.
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
WAIVER REQUEST
THIS WAIVER SHALL BE COMPLETED BY THE LEGAL PROPERTY OWNER(S)
A grading permit is required for all new detached buildings including new detached Accessory
Dwelling Unit (ADU) projects. Precise grading plans prepared and stamped by a registered
professional engineer shall be required to be submitted before or concurrently with the
architectural plans submittal to the Building Safety Division.
Grading Permit Waiver: Residential detached Accessory Dwelling Unit (ADU) projects with a
total building area of 1,200 sq. feet or less may be eligible for a grading permit waiver request if
all of the following conditions are met. The property owner(s) shall take full responsibility for the
site drainage by signing this waiver request agreement below. In order to qualify for the grading
permit waiver, the property owner(s) shall complete all sections, check appropriate boxes, and
sign this waiver request. A copy of this completed checklist shall be made part of the each set of
plans. If answering NO to any of the questions, a grading plan and permit shall be required.
Project Property Address:
Yes No
1. ☐ ☐
2. ☐ ☐
3. ☐ ☐ The site drainage shall be constructed such that surface water flows away from
buildings and adjoining property lines, in accordance with all applicable codes.
4. ☐ ☐ The site drainage shall be constructed such that the drainage will not adversely
affect the adjoining properties.
5. ☐ ☐ The project plans includes a site plan that shows site drainage patterns.
Grading Permit Waiver Request
I/we are requesting a waiver from the standard requirements for a precise grading plan and permit
for our ADU project to be constructed at the project address indicated above. In doing so, I/we
accept that the design of the site drainage patterns must adhere to the minimum requirements
set forth in the current building codes and the County of Orange Drainage Design Manual. By
signing this waiver request: (1) I/we certify that I/we are the legal property owner(s); (2) I/we agree
to take full liability for the site drainage; (3) I/we agree that the checked box conditions above are
true; and (4) I/we agree to defend, indemnify, and hold harmless the City of Santa Ana, its officials,
employees, and agents against any and all claims for damages and costs arising out of the site
drainage at the project property.
Owner Name(s): (Print)
Owner Signature(s):
Date: Phone Number:
Notes: 1. The building official reserves the right to require a grading permit based on site conditions.
2. This grading permit waiver request does not apply to projects in the FEMA Flood Zones.
1/14/2025 714-467-7376
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
SaNTA 4
Name (First, MI, Last)
Project Address
City, State, Zip Code
Name (First, MI, Last)
Certificate of Compliance
Payment of School Facility Fees
Santa Ana Unified School District
Building Owner
Telephone
H18et/Y1AFUI1fix 9q9
b2d W Orton Aye
San-Io Ago--, CA 9 2 --d 3
Tract/Parcel
CITY OF SANTA ANA
Planning and Building Agency
5228
Approved
FOR PERMIT ISSUANCE
4
9-
10tt2'CZ438
Telephone
Use of Building (check) Type of Project (check)
Residential [� Commercial ❑ Senior Housing ❑ New d Addition ❑ Alteration ❑
Description of Project
�1ew -ached ,ADU
Number of Square Feet of
Residential Space 800 Sq.Ft x
Number of Square Feet of
Commercial Space
Sq.Ft x $
S.R
(Dev. Fee)
(Dev. Fee)
Total $ 4,1'Nb.00
Total $
The above representations as to square footage are true. Applicant agrees that if it is later determined that such
representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be
notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to
Government Code Section 53080 must do so within 90 days from the payment of the fee.
Applicant Nam (Please Print) Date
Sign tore
This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable
sections of the Government Code and Education Code.
�► 13 2 S
S t Ana Unified School District Aut ized Representative Date
DISTM UTION
White - City/County
Canary - Applicant
Pink - Facilities