HomeMy WebLinkAbout627 S Shelton St Unit #2 - PlanALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISION OF
THE APPLICABLE BUILDING CODES AS WELL AS ANY OTHER RULES, REGULATIONS, AND
ORDINANCES GOVERNING THE PLACE OF CONSTRUCTION. IT IS THE SOLE
RESPONSIBILITY OF ANYONE SUPPLYING LABOR, MATERIALS , OR BOTH TO BRING TO
THE ATTENTION OF THE DESIGNER, ENGINEER, GENERAL CONTRACTOR AND THE OWNER
ANY DISCREPANCIES OR CONFLICT BETWEEN THE REQUIREMENTS OF THE CODE AND
THE DRAWINGS.
1
XX
A
B
C
D
1
X
X
X
X
X
X
X
X
WATER RESISTANT
WELDED WIRE FABRIC
WELDED WIRE MESH
WWF
WWM
INTERIOR
INSULATION
INT
INSUL
MAXIMUM
AB ANCHOR BOLT
HEATING/VENTILATING/
SQUARE FEETSF
TOP TOP OF PARAFET
FLUOR FLUORESCENT
WITH
VERIFY IN FIELD
WATER CLOSET
WATERPROOF
WATER HEATER
WITHOUT
VIF
W/
WC
WH
WP
WR
W/O
HOSE BIBB
HEADER
HB
HDR
HEIGHT
HEATER
INCH
HGT
IN
HTR
TOPL
TOB
THICK
TOP OF
TONGUE AND GROOVE
TRASH COMPACTOR
TYPICAL
UNLESS NOTED
THK
TO
TC
T&G
TYP
UNO
FOOTING
GAUGEGA
FTG
GYPSUM
GS
GLB
GYP
GD GARBAGE DISPOSAL
GLU LAM BEAM
GALVANIZED STEEL
TOP OF BEAM
TOP OF PLATE
EXISTING(E)
PREFAB
TOS
TOM
TMPR
WD
WI
WIN
STEEL
SQUARE
SLIDING
SLIDER (WINDOW)
STRUCTURAL
TREAD
STORAGE
SL
SQ
STL
STOR
SLDG
T
EXTERIOR
FAU
FF
EXT
FACE OF
FLOORFLR
FO
FG
FORCED AIR UNIT
FIXED GLASS
FINISH FLOOR STRUCT
TOP OF SHEETING
TOP OF MASONRY
TEMPERED GLASS
PREFABRICATED
WOOD
WROUGHT IRON
WINDOW
SKL
SHT
HW
SHLF
SHLV
SELECT
SINGLE HUNG
STAINLESS STEEL
SHELF AND POLE
SHEATHING
SS
SHTG
SEL
SH
S&P
ELECTRICAL
EACH
DW
EA
ELEC
EJ EXPANSION JOINT
DISHWASHER
EQUALEQ
TV
SIMILARSIM
EACH WAYEW
T&B
SHOWERSHWR
SHEET
SKYLIGHT
HOT WATER
SHELF
SHELVING
TELEVISION
TOP & BOTTOM
FHWS FLATHEAD WOOD SCREW
FIN
FJ
FURR
GB
HVAC
FND
REFRIGERATOR
ROOM
REQUIRED
ROUGH SAWN
REINFORCEMENT
REDWOOD
REINF
REQD
RM
RS
RWD
REFR
DIMENSION
DIAGONAL
DIAMETER
DOUBLE
DIM
DIA
DBL
DIAG
DS
DOOR
DOWN
DR
DN
DOWNSPOUT
FINISH
FLOOR JOIST
FOUNDATION
FURRED
GYPSUM BOARD
OPG
PERF
OD
RDWD
ENCL
FHMS
RO
PAIR
PLYWOOD
POLYVINYL CHLORIDE
PROPERTY LINE
ROOF DRAIN
RADIUS/RISER
CONC CONCRETE
PL
PVC
PR
PLYWD
RD
R
CLEANOUT
CONCRETE
COLUMNCOL
CONC
CONT
CT
CO
CMU
CTSK COUNTERSINK
CONCRETE MASONRY UNIT
CONTINUOUS
CERAMIC TILE
OUTSIDE DIAMETER
OPENING
PERFORATE
ROUGH OPENING
REDWOOD
ENCLOSURE
FLATHEAD MACHINE SCREW
MATL MATERIAL
NOT IN CONTRACTNIC
OBS
MC
MED
MB
NAT
NUMBER
OVER
ON CENTER
OVERHEAD
NOT TO SCALE
OVERFLOW SCUPPER
NTS
NO
OH
OC
O/
OS
CEILING
CABINET
CLG
CJ
CAB
CLEARCLR
CONTROL JOINT
OBSCURE
MACHINE BOLT
MEDICINE CABINET
MEDIUM
NATURAL
CSK
CTR
CW
CSMT
CB
CONST
MINIMUM
MECHANICAL
NORTH
METAL
MISCELLANEOUS
MANUFACTURER
MIN
MECH
MFG
N
MTL
MISC
ADJACENT
AC
ADJ
AFF
ASPHALT CONCRETE
ABOVE FINISH FLOOR
CENTER
CASEMENT
COUNTER SINK
COLD WATER
CATCH BASIN
CONSTRUCTION
ALUM
A/C
JOIST
LAVATORY
LAMINATE
JST
MAX
LAV
LAM
AT
ANGLE
DIAMETER
CENTERLINE
@
Ø
CL
ALUMINUM
AIR CONDITIONING
COMPOSITE SHINGLESCOMP
AIR CONDITIONING
OTHERWISE
BOTTOM OF BEAMBOBM
BOTTOM OFBO
BUILDINGBLDG
BLKG
BLK
BD BOARD
BLOCK
BLOCKING
BM BEAM
BOTTOM OF FRAMINGBOF
BOTTOM OFBO
VASQUEZ RESIDENCE
627 S. SHELTON ST,. SANTA ANA, CA 92703
V E C O design-studio
OSCAR VEGA
534 W. LINCOLN AVE.
ANAHEIM CA 92805
TEL: 714-499-1247
email: oscar.vega@vecodesigns.com
DESIGNER
C-1 COVER SHEET
A-1.1 SITE PLAN (EXISTING & PROPOSED)
A-2.1 EXISTING FLOOR PLAN (S.F.R)
A-2.2 EXISTING FLOOR PLAN
(GARAGE CONVERSION)
A-2.3 PROPOSED FLOOR PLAN
A-2.4 ELECTRICAL PLAN
A-2.5 PROPOSED ROOF PLAN
A-3.1 EXISTING ELEVATIONS (S.F.R)
A-3.2 PROPOSED ELEVATIONS
A-3.3 OPENING ANALISIS
A-4.1 CROSS SECTIONS
A-5.1 ARCHITECTURAL DETAILS
ARCHITECTURAL SHEETS:
LEGAL DESCRIPTION:A.P.N.: 01017006
TRACT: M.M. 3-46
LOT: 6
ZONE:R1-1
LOT AREA:3,514 Sq. Ft.
TYPE OF CONSTRUCTION:V-B
OCCUPANCY GROUP:R-3 & U
BUILDING HEIGHT:MAX. A.D.U. HEIGHT EXISTING : 14'-7"
1. EXISTING 2-CAR GARAGE TO BE CONVERTED INTO A.D.U. OF 549 Sq. Ft
WITH 1 BATHROOM AND 2 BEDROOM
2. LEGALIZE "WINDOW CHANGE-OUT" OF UNPERMITTED WINDOWS THAT WERE
PREVIOUSLY REPLACED WITH NO PERMITS
NOTE: EXISTING HEADER WILL REMAIN THE SAME
3. EXISTING UNPERMITED CONDENSER UNITS IN PRIMARY DWELLING TO BE REMOVED
(REFER TO KEYNOTE NO.24 ON EXISTING SITE PLAN AT SHEET A-1.1)
THIS PROJECT SHALL COMPLY WITH:
- TITLE 24
- 2022 CALIFORNIA GREEN BUILDING CODE
- 2022 CALIFORNIA BUILDING CODE (CBC)
- 2022 CALIFORNIA ELECTRICAL CODE (CEC)
- 2022 CALIFORNIA MECHANICAL CODE (CMC)
- 2022 CALIFORNIA PLUMBING CODE (CPC)
- 2022 CALIFORNIA ENERGY CODE (CENC)
- CITY OF SANTA ANA MUNICIPAL CODE
OWNER
SAUL VASQUEZ
627 S. SHELTON ST.
SANTA ANA, CA 92703
TEL: 714-713-3124
email: rightwireelectric@yahoo.com
No. OF EXISTING STORIES:1
FIRE SPRINKLER:EXISTING DWELLING: NO
GARAGE CONVERSION: NO
EXISTING 1-STORY DWELLING ............................................................................780 Sq. Ft.
EXISTING 2-CAR GARAGE TO BE CONVERTED INTO A.D.U. .............................549 Sq. Ft.
TOTAL:..................................................................................................... 1,329 Sq. Ft. = 38%
PROJECT DATA:
DESCRIPTION OF WORK:
LOT COVERAGE:
GENERAL NOTES:
ALL WORK SHALL CONFORM TO: (A) THE MINIMUM STANDARDS OF THE LATEST EDITION
OF THE INTERNATIONAL BUILDING CODE AND ALL RELATED DOCUMENTS PUBLISHED BY
THE I.C.C. WHICH HAVE BEEN ADOPTED BY THE LOCAL GOVERNING AGENCY; (B) ALL
REGULATIONS AND ORDINANCES OF ALL LOCAL GOVERNING AGENCIES; (C) ANY SPECIAL
CONDITIONS REQUIRED BY THE LOCAL GOVERNING AGENCIES; AND (D) ALL CALIFORNIA
STATE CODE AMENDMENTS (BUILDING STANDARDS CODE) TITLE 24.
ALL WORK DESCRIBED IN THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR FOR
DIMENSION, GRADE, EXTENT AND COMPATIBILITY TO THE EXISTING SITE. ANY
DISCREP-ANCIES AND UNEXPECTED CONDITIONS THAT AFFECT OR CHANGE THE WORK
DESCRIBED IN THE CONTRACT DOCUMENTS SHALL BE BROUGHT TO THE DESIGNER'S
ATTENCTION IMMEDIATELY. DO NOT PROCEED WITH THE WORK IN THE AREA OF
DISCREPANCIES UNTIL ALL SUCH DISCREPANCIES ARE RESOLVED. IF THE CONTRACTOR
CHOOSES TO DO SO, HE SHALL BE PROCEEDING AT HIS OWN RISK.
OMISSIONS FROM THE DRAWINGS AND SPECIFICATION OR THE MISDESCRIPTION OF THE
WORK WHICH IS MANIFESTLY NECESSARY TO CARRY OUT THE INTENT OF THE
DRAWINGS AND SPECIFICATIONS, OR WHICH IS CUSTOMARILY PERFORMED, SHALL NOT
RELIEVE THE CONTRACTOR FROM PERFORMING SUCH OMITTED OR MISDESCRIBED
DETAILS OF THE WORK AS IF FULLY AND COMPLETELY SET FORTH AND DESCRIBED IN
THE DRAWINGS AND SPECIFICATIONS.
DIMENSIONS SHOWN SHALL TAKE PRECEDENCE OVER DRAWINGS SCALE OR
PROPORTION. LARGER SCALE DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER
SCALE DRAWINGS.
APPROVED NUMBERS OR ADDRESSES (PER CITY OF SANTA ANA) SHALL BE PROVIDED IN
SUCH A POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD
FRONTING THE PROPERTY. CONTRACTOR SHALL COORDINATE THE LOCATION WITH THE
DESIGNER.
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION OF ALL
PLUMBING FIXTURES INCLUDING TOILETS, TUB/SHOWER, LAVATORIES, SINKS AND ALL
APPROPRIATE FAUCETS, TRIM AND DRAINS. THE OWNER SHALL SELECT ALL COLORS,
FINISH AND OPTIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE
MECHANICAL HEATING AND DISTRIBUTION SYSTEM IN COMPLIANCE WITH APPLICABLE
CODES AND REGULATIONS.
THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR THE SELECTION OF ALL
ELECTRICAL LIGHT FIXTURES (THEIR COLOR, TYPE AND FINISH), AND SWITCHPLATED
AND OUTLETS (COLOR AND TYPE). THE CONTRACTOR SHALL VERIFY ALL LOCATIONS AND
HEIGHTS OF ALL OUTLETS, LIGHTING FIXTURES, ETC. WITH THE DESIGNER.
THE CONTRACTOR SHALL COORDINATE WITH OWNER FOR THE SELECTION OF ALL
KITCHEN APPLIANCES (COLOR, TYPE AND OPTIONS).
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION AND
PROPER LOCATIONS OF ALL BATHROOM SPECIALTIES INCLUDING, BUT NOT LIMITED TO,
MEDICINE CABINETS, MIRRORS, TOWEL BARS AND HOOKS, TOILET PAPER DISPENSER,
SOAP DISH AND SHOWER ENCLOSURE.
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE DESIGN OF BUILT-IN
CABINETS INCLUDING DOOR AND DRAWER LOCATIONS, TYPES OF HINGES, PULLS AND
SLIDING HARDWARE. THE OWNER SHALL SELECT THE TYPE OF MATERIALS, COLOR AND
FINISH FOR CABINETS.
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION OF ALL
INTERIOR FINISHES INCLUDING FLOOR COVERINGS AND UNDERLAYMENTS, PAINT
(INCLUDING NUMBER OF COATS), OTHER WALLCOVERINGS, BASE AND CASE, LAMINATES,
TILE, ETC.
THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR THE SELECTION OF ALL
DOOR HARDWARE, INCLUDING, BUT NOT LIMITED TO, DOOR LATCHES, HINGES, CABINET
HARD-WARE, ETC. (TYPES AND FINISHES).
A)
B)
C)
D)
E)
F)
G)
H)
I)
J)
K)
L)
M)
N)
DIRECTORY:
SHEET INDEX:
ARCHITECTURAL ABBREVIATIONS:
ARCHITECTURAL SYMBOLS: VICINITY MAP / BUS STOP:
BUILDING SECTION
LETTER AND SHEET
DETAIL REFERENCE
NUMBER AND SHEET
INTERIOR ELEVATION #
PLAN BLOW-UP
STRUCTURAL GRID LINES
ELEVATION
TITLE 24 ANALYSIS:
JOB SITE
BUS STOP
PARK & REC DEVELOPMENT FEE CALCULATION:
NEW A.D.U..............................................................................................................549 Sq. Ft.
EXISTING DWELLING .............................................................................................780 Sq. Ft.
TOTAL = 549 Sq. Ft. (A.D.U) / 780 Sq. Ft. (EXISTING DWELLING).............................70 %
NOTE 1: THE ADU SF/SFD SF RATIO IS FOR PARK & REC FEE PURPOSE ONLY. THE
APPLICANT IS RESPONSIBLE FOR THE GIVEN "SFR SF" OF THE EXISTING PRIMARY
RESIDENCE; BUILDING SAFETY STAFF ARE NOT RESPONSIBLE FOR THE ACCURACY
OF THE GIVEN "SFR SF".
NOTE 2: MECHANICAL, ELECTRICAL AND PLUMBING ARE NOT PART OF THIS PLAN
REVIEW AND APPROVAL. MEP ARE SUBJECT TO BUILDING FIELD INSPECTION.
No. OF NEW STORIES:1
STRUCTURAL SHEETS:
S1.1 WOOD FRAME PRESCRIPTIVE
S1.2 TYPICAL DETAILS
S2.1 STRUCTURAL PLAN & DETAILS
G-1 GREEN BUILDING NOTES
G-2 GREEN BUILDING NOTES
G-3 GENERAL NOTES
G-4 BEST MANAGEMENT (SHEET 1 OF 2)
G-5 BEST MANAGEMENT (SHEET 2 OF 2)
T24-1 ENERGY CALCULATION (SHEET 1 OF 2)
T24-2 ENERGY CALCULATION (SHEET 2 OF 2)
T-24 ENERGY CALCS. BY:
NUCLEUS
OSCAR SALMERON
8135 CATALINA AVE.
WHITTIER, CA. 90602
TEL: 562-698-0818
email:
greenoscar@icloud.com
REQUIRED SPECIAL FEATURES
THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE
MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS.
· NO SPECIAL FEATURES REQUIRED
HERS FEATURE SUMMARY
THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELD-VERIFIED BY A CERTIFIED
HERS RATED AS A CONDITIONING 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.
· KITCHEN RANGE HOOD
· VERIFIED REFRIGERANT CHARGE
· VERIFIED HEAT PUMP RATED HEATING CAPACITY
· PIPE INSULATION, ALL LINES
FUEL TYPE : NATURAL GAS
NOTE 1: BUILDING SECURITY REGULATIONS: FOR NEW BUILDINGS AND ADDITIONS,
ALTERATIOSNS, AND REPAIRS QITHIN ANY TWELVE-MONTH PERIOD EXCEED FIFTY
(50%) PERCENT OF THE VALUE OF ANY EXISTING BUILDING OR STRUCTURES AND
COMPLY WITH THE BUILDING SECURITY REGULATIONS. SANTA ANA MUNICIPAL
CODE CHAPTER 8, DIVISION 3.
ADDITIONAL NOTES
FLOOD ZONE:X
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-24-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
Oscar Vega
C e O O 1 4 - 4 - 1 2 4
O i e 3 1 - 2 3 - 3 5
i n o e o d e s i g n s . o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
C-1
COVER SHEET
BLDG # 101120162-63
APPROVALS
BLDG - CSG Consultants
PLNG - PRaj
POLICE -BMartin
627 S Shelton St &
#212/4/2024
14
2
EXISTING
DWELLING
780 Sq. Ft.
6 6
4
11
L=
7
0
'
L=50.2'
2 SCALE: 1/8" = 1'-0"
EXISTING SITE PLAN
L=50.2'
L=
7
0
'
8
8
3
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SLO
P
E
1 1
5
5
7
8'
-
2
"
3'-3"
2%
M
I
N
.
SLO
P
E
3
8
10
5
8
P
P
PP
8
14
'
-
2
"
7
(E) CURB
KEY NOTES
1
(E) DRIVEWAY APPROACHED2
(E) DRIVEWAY3
(E) SIDEWALK4
(E) CONCRETE WALKWAY5
(E) 6 Ft. Ht. BLOCK WALL FENCE8
9
(E) ELECTRICAL METER
(E) WATER METER
(E) GAS METER
10
(E) 4 Ft. Ht. GATE FENCE
(E) WATER HEATER
(E) FRONT YARD6
7 (E) TREE
11
12
13
(FOR REFERENCE ONLY)
9'-4"
3'-4"
7'
-
7
"
1'
-
0
"
3'-3"
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SLO
P
E
2%
M
I
N
.
SL
O
P
E
5
9
GM
10'-1"
14
15 (E) ELECTRICAL SUB-PANEL 100 AMPS
12
16 GRAVEL BAGS OR FIBER ROLLS
(SEE SHEET G-4 FOR SPECS)
17 CONCRETE WASHOUT AREA
(LOCATION MAY VARY)
(SEE SHEET G-5 FOR SPECS)
18 NEW LANDING AREA
19
9
PATH OF TRAVEL TO PROPOSED ADU20
NEW MULTI-ZONE MINI-SPLIT OUTDOOR CONDENSER UNIT
21 (E) CONCRETE LANDING
21
(E)2-CAR GARAGE TO BE
CONVERTED INTO ADU
549 Sq. Ft.
NEW ENCLOSED WATER HEATER WITH LOUVER
DOOR
1 SCALE: 1/8" = 1'-0"
PROPORSED SITE PLAN N
2
(E)2-CAR GARAGE TO BE
CONVERTED INTO ADU
549 Sq. Ft.
EXISTING
DWELLING
780 Sq. Ft.
6 6
4
11
L=
7
0
'
L=50.2'
L=50.2'
L=
7
0
'
8
8
3
2%
M
I
N
.
SL
O
P
E
1 1
5
7
3
8
10
5
8
P
P
PP
8
14
'
-
2
"
7
(FOR REFERENCE ONLY)
1'
-
0
"
3'-3"
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SLO
P
E
2%
M
I
N
.
SL
O
P
E
5
9
GM
1B
A-5.1
8
A-5.1
9
A-5.1
15
16
17
12
18
9
20
20
1A
A-5.1
7
A-5.1
IM
A
G
I
N
A
R
Y
PR
O
P
E
R
T
Y
L
I
N
E
9
A-5.1
8
A-5.1
5'
-
0
"
2'
-
7
"
6'-0"4'-1"
21
21
IM
A
G
I
N
A
R
Y
PR
O
P
E
R
T
Y
L
I
N
E
21
TREE AND PLANT LEGEND
STATUS SYMBOL TREE or PLANT NAME SIZE
EXISTING EXISTING GRASS
(10) SHURBS
NAME: CURLY SENTRY PALM
(HOWEA BELMOREANA)
5 GLLS.
NEW
(10) NEW SHURBS
NAME: DWARF BLUE ARCTIC
WILLOW (SALIX PURPUREA
"NANA")
1 GLLS.
NEW
NEW NEW GRASS / LANDSCAPE AREA
(25) EXISTING SHURBS
NAME: DWARF BLUE ARCTIC
WILLOW (SALIX PURPUREA
"NANA")
1 GLLS.EXISTING
13
EXCESS CONCRETE TO BE ADRESSED AT A LATER TIME
LANDSCAPING
22
22
22
22
10
A-5.1
23
23
3'-3"
24
24 (E) UNPERMITED CONDENSER UNIT TO BE REMOVED
3'-3"
6'-0"
8'
-
2
"
3'-4"
24
26
(E) UNPERMITED ROOF OVERHANG TO BE REMOVED
23
19
19
19
19
19
19
NOTE: THE APPLICANT (PROPERTY OWNER) SHALL BE
RESPONSIBLE FOR CONFORMING ALL EXISTING UTILITY
EASEMENTS ON-SITE THAT MAY AFFECT THE PROJECT
25
(E) 5'-0" Ft. Ht. BLOCK FENCE TO REMAIN AS IS
24
26
1919
25
NEW TANKLESS WATER HEATER
4
A-5.1
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-24-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
SITE PLANS
A-1.1
627 S Shelton St &
#212/4/2024
WINDOW SYMBOL
DOOR SYMBOL
INDICATES FLOOR DROP
EXISTING 2x STUD WALL TO REMAIN
EXISTING 2x STUD WALL TO BE REMOVED
NEW HARD-WIRED CARBON MONOXIDE ALARM WITH BATTERY
BACKUP; UR 2034 / 2075
NEW EXHAUST FAN
NEW PHOTOELECTRIC SMOKE ALARM 110V. WITH BATTERY
BACKUP; UR 217
FLOOR ELEVATION
NEW WALL CONSTRUCTION WITH 2x4 STUDS D.F. No.2 @ 16"O.C.
NOTES:
a. USE 2x6 STUDS D.F. No.2 @ 16" O.C. FOR PLUMBING WALLS
b. USE 2x4 STUDS D.F No.2 @ 16" O.C. FOR NON BEARING WALLS
DUCTLESS Mini-Split Air Conditioner INDOOR UNIT WALL MOUNTED
HEATING AND COOLING SYSTEM MINIMUM 9,000 BTU
CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68° F
NEW WALL 1-HR. FIRE RATED W/ 1 LAYER 5/8" TYPE "X" GYP.
ON ONE SIDE (SEE DETAIL 4 AT SHEET A-5.1)
EXISTING WALL TO BE 1-HR. FIRE RATED W/ 1 LAYER 5/8"
TYPE "X" GYP. ON ONE SIDE (SEE DETAIL 4 AT SHEET A-5.1)
EXISTING CARBON MONOXIDE ALARM
EXISTING SMOKE ALARM
a.- EXHAUST FAN SHALL BE MINIMUM 50 CFM CAPABILIT
b.- EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT
AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE
BUILDING.
c. THE FAN SHALL BE EQUIPPED WITH HUMIDITY SENSOR.
SYMBOL & WALL LEGEND
±0'-0"
SD
CM
EF
SD
CM
X"
A
1
7'
-
7
"
10
'
-
0
"
1'-11"2'-4"
4'-3"
14
'
-
6
"
5'-3"6'-2"4'-11"
16'-4"
5'-2"
10
'
-
3
"
7'
-
7
"
5'
-
0
"
2'
-
5
"
10
'
-
5
"
12
'
-
1
"
13
'
-
1
0
"
6'
-
5
"
7'
-
8
"
19
'
-
9
"
47
'
-
8
"
5'-2"
10'-4"
(E) LIVING ROOM
(E) BEDROOM
(E) BEDROOM
4'-3"
6'
-
7
"
4'-2"
(E) CLOSET
(E) BATHROOM
EF
(E
)
K
I
T
C
H
E
N
(E) DINNING ROOM
REF.
EXISTING FLOOR PLAN1
SCALE: 1/4" = 1'-0"
N
TV
(E)
LANDING
LI
N
E
O
F
(
E
)
W
A
L
L
B
E
L
O
W
(E
)
R
I
D
G
E
(E
)
R
I
D
G
E
1'-0"
1'
-
0
"
1'-0"
1'
-
0
"
1'-0"
1'
-
0
"
1'
-
0
"
1'-0"
1'-0"
1'
-
0
"
1'-0"
1'
-
0
"
1'-0"
1'
-
0
"
HATCH LEGEND
=EXISTING ROOF SHINGLES COVERING
EXISTING ROOF PLAN2
SCALE: 1/4" = 1'-0"
(E)
WALK-IN
CLOSET
FOR REFERENCE ONLY FOR REFERENCE ONLY
(E)
LANDING
SD
SD
SD
CM
SD
CM
9'
-
0
"
15
'
-
7
"
6'-0"
EXISTING SINGLE FAMILY RESIDENCE
EXISTING DWELLING
780 Sq. Ft.
(FOR REFERENCE ONLY)
1'-10"
(E
)
4
:
1
2
SL
O
P
E
(E
)
S
L
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
A
/
C
M
I
N
I
-
S
P
L
I
T
OU
T
D
O
O
R
T
O
B
E
RE
M
O
V
E
D
(E) THANKLESS
WATER HEATER
SIZE TYPE QTYSYMSTATUS
4'-0" x 4'-0"3SLIDING
U-FACTOR SHGC
0.3 0.23(R)
1
1
1
2
3
SLIDING
(R) = THESE ARE EXISTING WINDOWS THAT WERE PREVIOUSLY REPLACED WITH
NO PERMITS, ALL THESE EXISTING WILL REMAIN AND JUST BE LEGALIZED
WINDOW SCHEDULE (SEE NOTE BELOW)
3'-0" x 3'-0"
3'-0" x 4'-0"
1
2
(R)
(R)
3
SLIDING
1
4
5
1
143'-0" x 2'-0"(R)SLIDING
154'-0" x 2'-0"(R)SLIDING, TEMP. GLASS
(E
)
E
L
E
C
T
R
I
C
A
L
ME
T
E
R
0.3 0.23
0.3 0.23
0.3 0.23
0.3 0.23
RH
KITCHEN VENTED RANGE HOODS
I. HERS VERIFICATION OF AIRFLOW AND SOUND RATINGS.
II. MINIMUM AIRFLOW OF 110 CFM (PER TABLE 150.0-G SHEET A-2.2).
III. MAXIMUM SONE RATING OF 3.0.
A-5.1
4
10
A-5.1
(E
)
1
-
H
R
.
F
I
R
E
R
A
T
E
D
W
A
L
L
P
E
R
DE
T
A
I
L
S
A
&
1
0
O
N
S
H
E
E
T
A
-
5
.
1
(E
)
U
N
P
E
R
M
I
T
E
D
RO
O
F
O
V
E
R
H
A
N
G
TO
B
E
R
E
M
O
V
E
D
(E) UNPERMITED
CONDENSER UNIT IN
PRIMARY DWELLING T BE
REMOVED(E) UNPERMITED
CONDENSER UNIT IN
PRIMARY DWELLING T BE
REMOVED
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-24-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
EXISTING FLOOR
PLAN
A-2.1
627 S Shelton St &
#212/4/2024
EXISTING FLOOR PLAN1
SCALE: 1/4" = 1'-0"
N
SIZE TYPE QTYSYMSTATUS
3'-0" x 6'-8"4SOLID PANEL
U-FACTOR SHGC
- -(E)A
- -B
2'-8" x 6'-8"3 - -NEW C HOLLOW CORE
DOOR SCHEDULE
SIZE TYPE QTYSYMSTATUS
4'-0" x 4'-0"4SLIDING
U-FACTOR SHGC
(E)
1NEW
1NEW
1
2
3
SLIDING
NOTE
·ALL ROUGH OPENINGS SHOULD BE CHECKED PRIOR TO ORDERING, OR VERIFY
WITH MANUFACTURER
(E)= EXISTING, (R) = EXISTING TO BE REPLACED SAME HEADER
WINDOW SCHEDULE
4'-0" x 3'-0"
SLIDING, TEMP GLASS.
EGRESS WINDOW,4'-0" x 3'-6"
2'-0" x 6'-8"1NEWLOUVER
10'-2" x 8'-0"1 - -GARAGE DOOR TO BE REMOVEDD
8'-7" x 8'-0"
(E)
(E)E 1 - -GARAGE DOOR TO BE REMOVED
2'-8" x 6'-8"F HOLLOW CORE(E)4 0.2 - -
EXISTING DWELLING
780 Sq. Ft.
(FOR REFERENCE ONLY)
17
'
-
2
"
28
'
-
0
"
24'-0"
10
'
-
1
0
"
13'-0"
3'-3"
A
1
CEILING HT. = 12'-0"
(E) GARAGE TO BE
CONVERTED INTO A.D.U.
±0'-0"
(E)GARAGE DOOR TO BE REMOVED
(E)GARAGE DOOR TO BE REMOVED
11'-0"
1'
-
0
"
-1.5"
D
E
EXISTING GARAGE TO BE CONVERTED INTO AN A.D.U
9'-4"
3'-4"
7'
-
7
"
10'-1"
1'
-
0
"
3'-3"
(E
)
P
R
O
P
E
R
T
Y
L
I
N
E
(E) PROPERTY LINE
0.3 0.23
0.3 0.23
0.3 0.23
0.2
0.2
0.2
0.2
0.2
WINDOW SYMBOL
DOOR SYMBOL
INDICATES FLOOR DROP
EXISTING 2x STUD WALL TO REMAIN
EXISTING 2x STUD WALL TO BE REMOVED
NEW HARD-WIRED CARBON MONOXIDE ALARM WITH BATTERY
BACKUP; UR 2034 / 2075
NEW EXHAUST FAN
NEW PHOTOELECTRIC SMOKE ALARM 110V. WITH BATTERY
BACKUP; UR 217
FLOOR ELEVATION
NEW WALL CONSTRUCTION WITH 2x4 STUDS D.F. No.2 @ 16"O.C.
NOTES:
a. USE 2x6 STUDS D.F. No.2 @ 16" O.C. FOR PLUMBING WALLS
b. USE 2x4 STUDS D.F No.2 @ 16" O.C. FOR NON BEARING WALLS
DUCTLESS Mini-Split Air Conditioner INDOOR UNIT WALL MOUNTED
HEATING AND COOLING SYSTEM MINIMUM 9,000 BTU
CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68° F
NEW WALL 1-HR. FIRE RATED W/ 1 LAYER 5/8" TYPE "X" GYP.
ON ONE SIDE (SEE DETAIL 4 AT SHEET A-5.1)
EXISTING WALL TO BE 1-HR. FIRE RATED W/ 1 LAYER 5/8"
TYPE "X" GYP. ON ONE SIDE (SEE DETAIL 4 AT SHEET A-5.1)
EXISTING CARBON MONOXIDE ALARM
EXISTING SMOKE ALARM
a.- EXHAUST FAN SHALL BE MINIMUM 50 CFM CAPABILIT
b.- EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT
AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE
BUILDING.
c. THE FAN SHALL BE EQUIPPED WITH HUMIDITY SENSOR.
SYMBOL & WALL LEGEND
±0'-0"
SD
CM
EF
SD
CM
X"
A
1
RH
KITCHEN VENTED RANGE HOODS
I. HERS VERIFICATION OF AIRFLOW AND SOUND RATINGS.
II. MINIMUM AIRFLOW OF 280 CFM (PER TABLE 150.0-G SHEET A-2.4).
III. MAXIMUM SONE RATING OF 3.0.
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-2.2
EXISTING
FLOOR PLAN
627 S Shelton St &
#212/4/2024
REF.
CABINETS
15
'
-
7
"
(E
)
P
R
O
P
E
R
T
Y
L
I
N
E
PROPOSED FLOOR PLAN1
SCALE: 1/4" = 1'-0"
N
IM
A
G
I
N
A
R
Y
PR
O
P
E
R
T
Y
LI
N
E
TEMP.
GLASS
(E) ELECTRICAL
SUB-PANEL 100
AMPS
5'
-
7
"
9'
-
1
0
"
11
'
-
7
"
2'
-
1
0
"
CABINETS
COUNTERTOP
NE
W
M
I
N
I
-
S
P
L
I
T
T.V.
1
3
2
A
C
C
C
T.V.
SD
SD
NEW BEDROOM 1
CEILING HT. = 12'-0"
NEW BATHROOM
22"x30"
ATTIC
ACCESS
4'
-
6
"
17
'
-
2
"
16
'
-
4
"
11
'
-
8
"
11
'
-
7
"
9'
-
3
"
5'-9"
11'-0"
6'-6"6'-6"
CEILING HT. = 12'-0"
13'-0"
A-5.1
5
A-5.1 SD
CM
11
3'-3"
NE
W
M
I
N
I
-
S
P
L
I
T
A-5.1
9
8
A-5.1
11'-2"
24'-0"
2'
-
5
"
IM
A
G
I
N
A
R
Y
PR
O
P
E
R
T
Y
L
I
N
E
A-5.1
9
3'-0"
NEW CLOSET
8'-11"2'
-
0
"
2'
-
5
"
W&D
SHOWER
NEW CLOSET
8'-11"
11
'
-
0
"
12'-2"
5'
-
0
"
11
'
-
0
"
10'-7"
-1.5"
±0'-0"
±0'-0"
±0'-0"
±0'-0"
2'
-
0
"
4'-1"6'-0"
1'
-
0
"
6'-0"3'-4"
5'
-
0
"
-1.5"
NEW KITCHEN
CEILING HT. = 12'-0"
10
'
-
1
0
"
NEW BEDROOM 2
CEILING HT. = 12'-0"
8
A-5.1
A-5.1
7
3'-4"
2'
-
7
"
5'-4"
(E) PROPERTY LINE
EXISTING DWELLING
780 Sq. Ft.
(FOR REFERENCE ONLY)
NEW TANKLESS W/H
B
A-5.1
7
LANDING
AREA
A-4.1
B
A
A-4.1
10'-7"
12'-10"
2'
-
5
"
6
A-5.1
6
A-5.1
NEW MULTI-ZONE MINI-SPLIT
OUTDOOR CONDENSER UNIT
11
'
-
0
"
28
'
-
0
"
EF
EXISTING GARAGE TO BE CONVERTED INTO AN A.D.U
A-5.1
4
10
A-5.1
A-5.1
7
RH
SIZE TYPE QTYSYMSTATUS
3'-0" x 6'-8"4SOLID PANEL
U-FACTOR SHGC
- -(E)A
- -B
2'-8" x 6'-8"3 - -NEW C HOLLOW CORE
DOOR SCHEDULE
SIZE TYPE QTYSYMSTATUS
4'-0" x 4'-0"4SLIDING
U-FACTOR SHGC
(E)
1NEW
1NEW
1
2
3
SLIDING
NOTE
·ALL ROUGH OPENINGS SHOULD BE CHECKED PRIOR TO ORDERING, OR VERIFY
WITH MANUFACTURER
(E)= EXISTING, (R) = EXISTING TO BE REPLACED SAME HEADER
WINDOW SCHEDULE
4'-0" x 3'-0"
SLIDING, TEMP GLASS.
EGRESS WINDOW,4'-0" x 3'-6"
2'-0" x 6'-8"1NEWLOUVER
10'-2" x 8'-0"1 - -GARAGE DOOR TO BE REMOVEDD
8'-7" x 8'-0"
(E)
(E)E 1 - -GARAGE DOOR TO BE REMOVED
2'-8" x 6'-8"F HOLLOW CORE(E)4 0.2 - -
0.3 0.23
0.3 0.23
0.3 0.23
0.2
0.2
0.2
0.2
0.2
WINDOW SYMBOL
DOOR SYMBOL
INDICATES FLOOR DROP
EXISTING 2x STUD WALL TO REMAIN
EXISTING 2x STUD WALL TO BE REMOVED
NEW HARD-WIRED CARBON MONOXIDE ALARM WITH BATTERY
BACKUP; UR 2034 / 2075
NEW EXHAUST FAN
NEW PHOTOELECTRIC SMOKE ALARM 110V. WITH BATTERY
BACKUP; UR 217
FLOOR ELEVATION
NEW WALL CONSTRUCTION WITH 2x4 STUDS D.F. No.2 @ 16"O.C.
NOTES:
a. USE 2x6 STUDS D.F. No.2 @ 16" O.C. FOR PLUMBING WALLS
b. USE 2x4 STUDS D.F No.2 @ 16" O.C. FOR NON BEARING WALLS
DUCTLESS Mini-Split Air Conditioner INDOOR UNIT WALL MOUNTED
HEATING AND COOLING SYSTEM MINIMUM 9,000 BTU
CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68° F
NEW WALL 1-HR. FIRE RATED W/ 1 LAYER 5/8" TYPE "X" GYP.
ON ONE SIDE (SEE DETAIL 4 AT SHEET A-5.1)
EXISTING WALL TO BE 1-HR. FIRE RATED W/ 1 LAYER 5/8"
TYPE "X" GYP. ON ONE SIDE (SEE DETAIL 4 AT SHEET A-5.1)
EXISTING CARBON MONOXIDE ALARM
EXISTING SMOKE ALARM
a.- EXHAUST FAN SHALL BE MINIMUM 50 CFM CAPABILIT
b.- EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT
AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE
BUILDING.
c. THE FAN SHALL BE EQUIPPED WITH HUMIDITY SENSOR.
SYMBOL & WALL LEGEND
±0'-0"
SD
CM
EF
SD
CM
X"
A
1
RH
KITCHEN VENTED RANGE HOODS
I. HERS VERIFICATION OF AIRFLOW AND SOUND RATINGS.
II. MINIMUM AIRFLOW OF 280 CFM (PER TABLE 150.0-G SHEET A-2.4).
III. MAXIMUM SONE RATING OF 3.0.
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-2.3
PROPOSED
FLOOR PLAN
627 S Shelton St &
#212/4/2024
A.WALK-IN CLOSET WITH AN AREA GREATER THAN 70 FT² WILL BE PROVIDED WITH
DIMMER SWITCHES FOR LIGHTING [CRnC 150.0(k)J].
B.OUTDOOR LUMINARIES SHALL BE CONTROLLED BY PHOTOCELL AND MOTION
SENSOR, OR OTHER METHOD AS PERMITTED BY [CEnC 150.0(k)3A].
C.CEILING RECESSED LED DOWNLIGHTS SHALL BE REQUIRED TO BE APPENDIX JA8
COMPLIANT [CEnC 150.0(k)1].
D.ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING
OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, LIVING ROOMS,
BEDROOMS, CLOSETS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE
AFCI PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210.12(A)(1) THROUGH (6).
E.IN EACH ATTACHED GARAGE WITH ELECTRIC POWER, AT LEAST ONE RECEPTACLE
OUTLET SHALL BE INSTALLED IN EACH VEHICLE BAY AND NOT MORE THAN 1.7 M (5
½ FT.) ABOVE THE FLOOR. CEC 210.52 (G) (1)
F.ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS INTENDED TO BE
USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48” MEASURED FROM
THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15” MEASURED FROM THE
BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR.
G.DOORBELL CONTROLS TO NOT EXCEED 48” ABOVE EXTERIOR FLOOR, MEASURED
FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY.
H.ALL LIGHTING TO BE HIGH EFFICACY. CENERGYC 150.0(K)1(A).
I.IN BATHROOMS, GARAGES, LAUNDRY ROOMS, AND UTILITY ROOMS, AT LEAST ONE
LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY AN OCCUPANCY
OR VACANCY SENSOR. CENC §150.0(K)2I.
J.LUMINAIRES THAT ARE OR CONTAIN LIGHT SOURCES THAT MEET REFERENCE JOINT
APPENDIX JA8 REQUIREMENTS FOR DIMMING, AND THAT ARE NOT CONTROLLED BY
OCCUPANCY OR VACANCY SENSORS MUST HAVE DIMMING CONTROLS EXCEPT IN
CLOSETS LESS THAN 70 SQUARE FEET OR HALLWAYS. CENC §150.0(K)2J.
K.FOR SINGLE-FAMILY RESIDENTIAL BUILDINGS, OUTDOOR LIGHTING PERMANENTLY
MOUNTED TO A RESIDENTIAL BUILDING OR TO OTHER BUILDINGS ON THE SAME LOT
MUST MEET THE REQUIREMENT IN ITEM A AND THE REQUIREMENTS IN ITEM A AND
THE REQUIREMENTS IN EITHER ITEM B OR ITEM C:
1.CONTROLLED BY A MANUAL ON AND OFF SWITCH THAT PERMITS THE
AUTOMATIC ACTIONS OF ITEMS B OR C BELOW; AND
2.CONTROLLED BY PHOTOCELL AND EITHER A MOTION SENSOR OR AN AUTOMATIC
TIME SWITCH; OR
3.CONTROLLED BY AN ASTRONOMICAL TIME CLOCK CONTROL. CENC §150.0(K)3A.
L.IN ADDITION TO THE LOCAL EXHAUST FANS IN THE BATHROOMS AND KITCHENS, AN
EXHAUST FAN SHALL BE SIZED TO PROVIDE VENTILATION FOR THE WHOLE HOUSE.
THE MINIMUM VENTILATION RATE FOR THE IAQ FAN SHALL BE CALCULATED
ACCORDING TO ASHRAE STANDARD 62.2 AND 150.0(o)C / 160.2. ONE OF THE
LOCAL EXHAUST FAN IN THE BATHROOMS OF KITCHENS MAY BE USED TO MEET THE
WHOLE-BUILDING VENTILATION, PROVIDED THE EXHAUST FAN MEETS THE MINIMUM
VENTILATION RATED FOR BOTH THE LOCAL EXHAUST AND IAQ REQUIREMENTS. THE
DUCTING FOR THE WHOLE BUILDING EXHAUST FAN SHALL BE SIZED ACCORDING TO
TABLE 150.0-H / 160.2-H, AND THIS EXHAUST FAN SHALL OPERATE CONTINUOUSLY.
ELECTRICAL LEGEND
ELECTRICAL & MECHANICAL NOTES:
NEW OUTDOOR CEILING FAN
NEW DUPLEX RECEPTACLE WITH GFCI PROTECTION
NEW SWITCH
"UL LISTED " NEW LED RECESSED LIGHT (HIGH-EFFICACY)
NEW LED PENDANT LIGHT (HIGH-EFFICACY)
NEW SWITCH W/ OCCUPANCY SENSOR
NEW AFCI DUPLEX RECEPTACLE OUTLET
NEW SWITCH 3 WAY
NEW EXTERIOR WATER PROOF OUTLET
OS
GFCI
AFCI
3
WP
S
S
S
NEW LED WALL MOUNT LIGHT WITH PHOTOCELL SENSOR (HIGH-EFFICACY)
SUITABLE FOR WET LOCATIONS.
NEW SWITCH W/DIMMERD
NEW LED WALL MOUNT LIGHT
(HIGH-EFFICACY)
NEW SWITCH W/ MOTION SENSORMS
S
PS
NEW LED WALL MOUNT LIGHT WITH MOTION SENSOR (HIGH-EFFICACY)
SUITABLE FOR WET LOCATIONS.
S
MS
NOTE:RECESSED LUMINARIES SHALL FIXTURES BE LISTED
FOR ZERO CLEARANCE INSULATION CONTACT (IC)
NEW LED RECESSED LIGHT (HIGH-EFFICACY)
SUITABLE FOR WET LOCATIONS
DUCTLESS MINI-SPLIT AIR CONDITIONER INDOOR UNIT WALL MOUNTED
CAPABLE OF MAINTAINING A ROOM TEMPERATURE OF 68° F
SEE ADDITIONAL SPECIFICATION IN TITLE REPORT
SYMBOL LEGEND
REF.
ELECTRICAL PLAN1
SCALE: 1/4" = 1'-0"
N
A SD
SDSD
CM
W&D
SHOWER
EXISTING GARAGE TO BE CONVERTED INTO AN A.D.U
NEW BEDROOM 1
NEW KITCHEN
A TYPE 1 CLOTHES DRYER EXHAUST DUCT
(MIN. 4" DIA. & 0.016" THICK RIGID METAL)
TO THE OUTSIDE OF THE BUILDING AND
EQUIPPED WITH A BACK-DRAFT DAMPER
SHALL BE PROVIDED. EXHAUST DUCT
LENGTH IS LIMITED TO 14'. WITH 2 ELBOWS
ASHRAE STANDARD 62.2 TABLE 7.1
PRESCRIPTIVE DUCT SIZING REQUIREMENTS
DUCT TYPE FLEX DUCT SMOOTH DUCT
FAN RATING CFM
@0.25 IN. W.G.50 80 100 125 50 80 100 125
MAXIMUM ALLOWABLE DUCT LENGTH (FT)
DIAMETER (IN)FLEX DUCT SMOOTH DUCT
3 X X X X 5 X X X
4 70 3 X X 105 35 5 X
5 NL 70 35 20 NL 135 85 55
6 NL NL 125 95 NL NL NL 145
7 AND ABOVE NL NL NL NL NL NL NL NL
THIS TABLE ASSUMES NO ELBOWS. DEDUCT 15 FT. OF ALLOWABLE DUCT LENGHT FOR EACH
TURN, ELBOW, OR FITTING.
NL= NO LIMIT ON DUCT LENGTH OF THIS SIZE
X= NOT ALLOWED, ANY LENGTH OF DUCT OF THIS SIZE WITH ASSUMED TURNS, ELBOWS,
FITTINGS WILL EXCEED THE RATED PRESSURE DROP.
NE
W
M
I
N
I
-
S
P
L
I
T
NE
W
M
I
N
I
-
S
P
L
I
T
NEW TANKLESS W/H
NEW MULTI-ZONE MINI-SPLIT
OUTDOOR CONDENSER UNIT
EXHAUST DUCT TERMINATION
AIR DUCTS SHALL EXHAUST 3’-0” FROM
PROPERTY LINE AND 3’-0” FROM
OPENINGS INTO THE BUILDING. CMC 504.5
DUCTING FOR EXHAUST FAN SHALL BE
SIZED ACCORDING TO ASHRAE STANDARD
62.2 TABLE 7.1
EXHAUST DUCT TERMINATION.
AIR DUCTS SHALL EXHAUST 3’-0” FROM PROPERTY LINE AND
3’-0” FROM OPENINGS INTO THE BUILDING. CMC 504.5
PROVIDE A DEDICATED 125 VOLT, 20 AMP
ELECTRICAL GFCI RECEPTACLE CONNECTED TO
THE ELECTRICAL PANEL WITH A 120/240 VOLT
3 CONDUCTOR 10 AWG COPPER BRANCH
CIRCUIT, WITHIN 3 FT OF THE WATER HEATER
AND ACCESSIBLE TO THE WATER HEATER
WP
WP
GFCI
GFCI
GFCI GFCI GFCIGFCI
GFCI
3DS
3DS
3DS
3DS
3DS
OS S
S
S
GFCI
NEW CLOSET
NEW CLOSET
3DS
AFCI
AFCI
AF
C
I
AF
C
I
AFCI
AFCI
AFCI
AFCI
AFCI AFCI
AFCI AFCI
AFCI
AFCI
S
PS
/
M
S
NEW BEDROOM 2
S
SAFCI
NEW BATHROOMEF
(E) PROPERTY LINE
RH
KITCHEN VENTED RANGE HOODS
I. HERS VERIFICATION OF AIRFLOW AND SOUND RATINGS.
II. MINIMUM AIRFLOW OF 280 CFM (PER TABLE 150.0-G SHEET A-2.4).
III. MAXIMUM SONE RATING OF 3.0.
TABLE 150.0-G KITCHEN RANGE HOOD AIRFLOW RATES (CFM)
AND ASTM E3087 CAPTURE EFFICIENCY (CE) RATINGS
ACCORDING TO DWELLING UNIT FLOOR AREA AND KITCHEN
RANGE FUEL TYPE
DWELLING UNIT FLOOR
AREA (FT²)
HOOD OVER ELECTRIC
RANGE
HOOD OVER NATURAL GAS
RANGE
> 1500 50% CE or 110 CFM 70% CE or 180 CFM
> 1000 - 1500 50% CE or 110 CFM 80% CE or 250 CFM
750 - 1000 50% CE or 130 CFM 85% CE or 280 CFM
< 750 50% CE or 160 CFM 85% CE or 280 CFM
RH
GAS
RANGE
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-2.4
ELECTRICAL PLAN
627 S Shelton St &
#212/4/2024
LI
N
E
O
F
(
E
)
W
A
L
L
B
E
L
O
W
IM
A
G
I
N
A
R
Y
PR
O
P
E
R
T
Y
LI
N
E
8
A-5.1
1'-2"
A-4.1
B
A
A-4.1
A1
A1
A1
A2
A2
(E
)
P
R
O
P
E
R
T
Y
L
I
N
E
0'-6"
0'
-
6
"
0'-6"
0'
-
2
"
0'
-
6
"
(E
)
R
I
D
G
E
(E
)
R
I
D
G
E
EXISTING ROOF
CRICKET
2% MIN. SLOPE
LI
N
E
O
F
(
E
)
F
L
O
O
R
B
E
L
O
W
LINE OF (E)FLOOR BELOW
LI
N
E
O
F
(
E
)
F
L
O
O
R
B
E
L
O
W
LINE OF (E)FLOOR BELOW
(E
)
R
I
D
G
E
(E
)
R
I
D
G
E
IM
A
G
I
N
A
R
Y
PR
O
P
E
R
T
Y
L
I
N
E
4'-1"6'-0"
6'-0"3'-4"
0'-2"
5'-0"
(E
)
4
:
1
2
SL
O
P
E
(E
)
S
L
O
P
E
1'-0"
1'-0"
1'
-
0
"
5'-0"3'-7"
0'-6"
2'
-
5
"
4'
-
0
"
ATTIC AREA 1 ATTIC AREA 2
331 Sq.ft173 Sq.ft
NE
W
H
A
L
F
R
O
U
N
D
DO
R
M
E
R
V
E
N
T
NE
W
H
A
L
F
R
O
U
N
D
DO
R
M
E
R
V
E
N
T
PROPOSED ROOF PLAN1
SCALE: 1/4" = 1'-0"
N
5'
-
0
"
3'
-
4
"
2'-0"
2'-9"
A-5.1
9
A-5.1
9
0'
-
1
0
"
A-5.1
7
NE
W
4
:
1
2
SL
O
P
E
NE
W
4
:
1
2
SL
O
P
E
(E
)
R
I
D
G
E
NE
W
H
A
L
F
R
O
U
N
D
DO
R
M
E
R
V
E
N
T
NE
W
H
A
L
F
R
O
U
N
D
DO
R
M
E
R
V
E
N
T
1'
-
0
"
1'-0"
1'
-
0
"
1'
-
0
"
1'-0"
1'-0"
1'
-
0
"
1'-0"
1'
-
0
"
1'-0"
1'
-
0
"
0'-2"
1'
-
0
"
0'-10"
(E) PROPERTY LINE
EXISTING DWELLING
780 Sq. Ft.
(FOR REFERENCE ONLY)
A-5.1
7
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
(E
)
4
:
1
2
SL
O
P
E
LINE OF (E)FLOOR BELOW
LINE OF (E)FLOOR BELOW
0'
-
2
"
(E) ROOF SHINGLES
COVERING MATCHING
WITH EXISTING HOUSE
TO REMAIN
NE
W
H
A
L
F
R
O
U
N
D
DO
R
M
E
R
V
E
N
T
NE
W
H
A
L
F
R
O
U
N
D
DO
R
M
E
R
V
E
N
T
EXISTING GARAGE TO BE CONVERTED INTO AN A.D.U
A-5.1
7
10
A-5.1
ATTIC AREA 1 = 173 Sq. Ft.=
= HALF ROUND DORMER VENT
24"
12
"
FLAT CEILING AREA 173 Sq. Ft.
ATTIC VENT REQUIRED = 173 / 150 = 1.15 Sq. Ft. x 144 = 166 Sq. In.
REQUIRED = 166 Sq. In. / PROPOSED = 200 Sq. In.......OK.
HATCH LEGEND
ATTIC VENTILATION 1 (A1)
ATTIC VENTILATION 2 (A2)
VENTS OPENINGS SHALL BE PROVIDED WITH CORROSION RESISTANCE
WIRE MESH WITH 1/16" MIN. TO 1/4" MAX. OPENINGS.
WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT
BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A I-INCH (25 MM) SPACE
MUST BE MAINTAINED BETWEEN THE INSULATION AND THE ROOF
SHEATHING AT THE LOCATION OF THE VENTS.
*
*
ATTIC AREA 331.00 Sq. Ft.
ATTIC VENT REQUIRED = 331.00 / 150 = 2.20 Sq. Ft. x 144 = 318 Sq. In.
a.- HALF ROUND DORMER VENTS = 100 Sq. In. OF NET FREE AIR FLOW
No. OF DORMER VENTS PROVIDED = 4 x 100 Sq. In. = 400 Sq. In.
REQUIRED = 318 Sq. In. / PROPOSED = 400 Sq. In.......OK.
= HALF ROUND
DORMER VENT
a.- HALF ROUND DORMER VENTS = 100 Sq. In. OF NET FREE AIR FLOW
No. OF DORMER VENTS PROVIDED = 2 x 100 Sq. In. = 200 Sq. In.
24"
12
"
ATTIC AREA = 331.00 Sq. Ft.=
PORTION OF EXISTING
ROOF TO BE REMOVED=
=EXISTING ROOF SHINGLES COVERING
THIS PORTION OF
THE EXISTING
ROOF OVERHANG
TO BE REMOVED
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-24-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-2.5
PROPOSED
ROOF PLAN
627 S Shelton St &
#212/4/2024
EXISTING SINGLE FAMILY RESIDENCE
(E) 7/8" EXTERIOR CEMENT STUCCO1
NEW 7/8" SMOOTH EXTERIOR CEMENT STUCCO
WITH (2)LAYERS OF GRADE "D" OR (1)LAYER
OF 60 MINUTES GRADE "D"
FINISH : TO MATCH EXISTING
MANUF. BY CONTRACTOR / OWNER
COLOR : TO MATCH EXISTING
26 GA. GI WEEP SCREED ,4" MIN. ABOVE EARTH OR
2" MIN ABOVE PAVED AREA (TYP.)
(SEE DETAIL 2/A-5.1)
2
3
4 (E) ROOF CRICKET (2% MIN. SLOPE)
5
KEY NOTES
EMERGENCY EGRESS WINDOW ELEVATION
(INTERIOR ELEVATION NOT TO SCALE)
INTERIOR FINISH FLOOR
WINDOW
FRAMEOPENED
AREA
MINIMUM OPENING REQUIREMENTS
24” Minimum Clear Height
20” Minimum Clear Width
5.0 S.F. minimum opened area (1st. floor)
5.7 S.F. minimum opened area (2nd. floor)
42
"
M
I
N
44
"
M
A
X
20" MIN. CLEAR
24
"
M
I
N
.
C
L
E
A
R
EGRESS WINDOW
6
NEW ENCLOSED WATER HEATER WITH LOUVER DOOR
NEW ROOF COVERING
TYPE OF ROOFING: CLASS "A" ROOF SHINGLE
MANUFACTURER: GAF
PRODUCT: BY OWNER
COLOR: BY OWNER
ICC - ERS # 3267
**OR SIMILAR APPROVED**
7 NEW 2x FASCIA BOARD TO MATCH IN COLOR, SIZE &
MATERIAL WITH EXISTING FASCIA BOARD IN THE HOUSE
8
NEW HALF ROUND DORMER VENT
(SEE CALC. ON SHEET A-2.3)
(E) 2x FASCIA BOARD9
(E) WEEP SCREED10
11 (E) ROOF SHINGLES
12 (E) LANDING
13 (E) GABLE VENT
14
NEW DUAL ZONE MINI-SPLIT OUTDOOR CONDENSER UNIT
15 (E) THANKLESS WATER HEATER
16
PROVIDE 4" WIDE TRIM AROUND WINDOW
ADDITIONAL NOTES
NOTE 1:
EXISTING SHINGLES IN THE WORK AREA WILL BE REPLACED
WITHOUT STRUCTURAL CHANGES TO THE ROOF.
(SEE ROOF PLAN ON SHEET A-2.5 AND HATCH LEGEND FOR SPECS)
3'
-
2
"
8'
-
0
"
11
'
-
1
1
"
FINISH SURFACE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
0'
-
9
"
NORTH ELEVATION OF (E) S.F.R2SCALE: 1/4" = 1'-0"FOR REFERENCE ONLY
11
9 11
3'
-
2
"
8'
-
0
"
11
'
-
1
1
"
FINISH SURFACE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
0'
-
9
"
1'
-
1
"
10
'
-
0
"
11
'
-
1
1
"
FINISH SURFACE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
0'
-
9
"
SOUTH ELEVATION OF (E) S.F.R1SCALE: 1/4" = 1'-0"FOR REFERENCE ONLY
1
1
9 11 9 11 911
12
12
3'
-
2
"
8'
-
0
"
11
'
-
1
1
"
FINISH SURFACE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
0'
-
9
"
1
12
1
12
9913
WEST ELEVATION OF (E) S.F.R4SCALE: 1/4" = 1'-0"FOR REFERENCE ONLY
3'
-
2
"
8'
-
0
"
11
'
-
1
1
"
FINISH SURFACE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
0'
-
9
"
EAST ELEVATION OF (E) S.F.R3SCALE: 1/4" = 1'-0"FOR REFERENCE ONLY
13 9
1
1514
14
14
1 13
154
2
7
A-5.1
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-3.1
ELEVATIONS
OF (E) S.F.R.
627 S Shelton St &
#212/4/2024
EXISTING GARAGE TO BE CONVERTED INTO AN A.D.U
(E) 7/8" EXTERIOR CEMENT STUCCO1
NEW 7/8" SMOOTH EXTERIOR CEMENT STUCCO
WITH (2)LAYERS OF GRADE "D" OR (1)LAYER
OF 60 MINUTES GRADE "D"
FINISH : TO MATCH EXISTING
MANUF. BY CONTRACTOR / OWNER
COLOR : TO MATCH EXISTING
26 GA. GI WEEP SCREED ,4" MIN. ABOVE EARTH OR
2" MIN ABOVE PAVED AREA (TYP.)
(SEE DETAIL 2/A-5.1)
2
3
4 (E) ROOF CRICKET (2% MIN. SLOPE)
5
KEY NOTES
EMERGENCY EGRESS WINDOW ELEVATION
(INTERIOR ELEVATION NOT TO SCALE)
INTERIOR FINISH FLOOR
WINDOW
FRAMEOPENED
AREA
MINIMUM OPENING REQUIREMENTS
24” Minimum Clear Height
20” Minimum Clear Width
5.0 S.F. minimum opened area (1st. floor)
5.7 S.F. minimum opened area (2nd. floor)
42
"
M
I
N
44
"
M
A
X
20" MIN. CLEAR
24
"
M
I
N
.
C
L
E
A
R
EGRESS WINDOW
6
NEW ENCLOSED WATER HEATER WITH LOUVER DOOR
NEW ROOF COVERING
TYPE OF ROOFING: CLASS "A" ROOF SHINGLE
MANUFACTURER: GAF
PRODUCT: BY OWNER
COLOR: BY OWNER
ICC - ERS # 3267
**OR SIMILAR APPROVED**
7 NEW 2x FASCIA BOARD TO MATCH IN COLOR, SIZE &
MATERIAL WITH EXISTING FASCIA BOARD IN THE HOUSE
8
NEW HALF ROUND DORMER VENT
(SEE CALC. ON SHEET A-2.3)
(E) 2x FASCIA BOARD9
(E) WEEP SCREED10
11 (E) ROOF SHINGLES
12 (E) LANDING
13 (E) GABLE VENT
14
NEW DUAL ZONE MINI-SPLIT OUTDOOR CONDENSER UNIT
15 (E) THANKLESS WATER HEATER
16
PROVIDE 4" WIDE TRIM AROUND WINDOW
ADDITIONAL NOTES
NOTE 1:
EXISTING SHINGLES IN THE WORK AREA WILL BE REPLACED
WITHOUT STRUCTURAL CHANGES TO THE ROOF.
(SEE ROOF PLAN ON SHEET A-2.5 AND HATCH LEGEND FOR SPECS)
IM
A
G
I
N
A
R
Y
PR
O
P
E
R
T
Y
L
I
N
E
6
1
3 3
5
5
2 3
WEST ELEVATION3SCALE: 1/4" = 1'-0"
TOP OF ROOF
TOP PLATE
PR
O
P
E
R
T
Y
L
I
N
E
2'
-
7
"
12
'
-
0
"
14
'
-
7
"
2'
-
4
"
12
'
-
0
"
14
'
-
4
"
9
45 5
3'
-
2
"
M
A
X
6 6 6
8
2'-9"3'-4"
FINISH SURFACE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
7
4
17 17
7
A-5.1
12
PR
O
P
E
R
T
Y
L
I
N
E
NORTH ELEVATION1SCALE: 1/4" = 1'-0"
11
A
11
2'
-
4
"
12
'
-
0
"
14
'
-
4
"
2'
-
7
"
12
'
-
0
"
14
'
-
7
"
7
B
58
TOP OF ROOF
TOP PLATE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
FINISH FLOOR
6 6
7272
0'-10"
FINISH SURFACE
11
15
8
A-5.1
5
EAST ELEVATION4SCALE: 1/4" = 1'-0"
1
12
4
PR
O
P
E
R
T
Y
L
I
N
E
2'
-
7
"
12
'
-
0
"
14
'
-
7
"
2'
-
4
"
12
'
-
0
"
14
'
-
4
"
45 5
7
6 666
2'-9"
8
TOP OF ROOF
TOP PLATE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
FINISH FLOOR
FINISH SURFACE
7
A-5.1
SOUTH ELEVATION2SCALE: 1/4" = 1'-0"
1 PR
O
P
E
R
T
Y
L
I
N
E
1 1
11
12
'
-
0
"
14
'
-
4
"
2'
-
7
"
12
'
-
0
"
14
'
-
7
"
6 6
0'-10"
TOP OF ROOF
TOP PLATE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
FINISH FLOOR
FINISH SURFACE
7
8
A-5.1
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-3.2
PROPOSED
ELEVATIONS
627 S Shelton St &
#212/4/2024
AB
1 SCALE: 1/4" = 1'-0"
PROPOSED A.D.U NORTH ELEVATION
WALL AREA 201 Sq. Ft.
25% OF THE WALL = 50 Sq. Ft. (MAX ALLOWED)
OPENING AREA PROVIDED = 20 Sq. Ft. (OK)
SEE SIZE OF DOOR IN DOOR SCHEDULE, SHEET A-2.3
=
A
OPENINGS ANALYSIS
AREA = 201 Sq.Ft
AREA = 201 Sq.Ft
2 SCALE: 1/4" = 1'-0"
TOP OF ROOF
TOP PLATE
FINISH FLOOR
2'
-
4
"
12
'
-
0
"
14
'
-
4
"
AREA = 141 Sq.Ft
AREA = 141 Sq.Ft
PROPOSED A.D.U WEST ELEVATION
WALL AREA 141 Sq. Ft.
25% OF THE WALL = 35 Sq. Ft. (MAX ALLOWED)
OPENING AREA PROVIDED = 12 Sq. Ft. (OK)
SEE SIZE OF WINDOW IN WINDOW SCHEDULE, SHEET A-2.3
=
2
OPENINGS ANALYSIS
2
3'
-
2
"
8'
-
0
"
11
'
-
1
1
"
FINISH SURFACE
FINISH FLOOR
TOP OF ROOF
TOP PLATE
0'
-
9
"
13 9
3
1 13
AREA = 57 Sq.Ft
AREA = 57 Sq.Ft
3 SCALE: 1/4" = 1'-0"
EXISTING S.F.R EAST ELEVATION
OPENINGS ANALYSIS
WALL AREA 57 Sq. Ft.
25% OF THE WALL = 14.25 Sq. Ft. (MAX ALLOWED)
OPENING AREA PROVIDED = 12 Sq. Ft. (OK)
SEE SIZE OF WINDOW IN WINDOW SCHEDULE, SHEET A-2.1
=
3
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-3.3
OPENING
ANALYSIS
627 S Shelton St &
#212/4/2024
CERAMIC TILE
VAPOR BARRIER
ACCORDING TO ICC
ESR #1413
SEE REPORT BELOW
TOP OF ROOF
TOP PLATE
(E)2x RIDGE
(E)2x RIDGE
R-15 INSULATION
(PER TITLE 24)
NEW
KITCHEN
(E) 2X STUD WALL NEW 2X STUD WALL
NEW 2X STUD WALL
(E) STUD WALL
(E) ATTIC (E) ATTIC
NEW
CLOSET
(E)2x R.R's(E) 2x R.R's
PR
O
P
E
R
T
Y
L
I
N
E
1 CROSS SECTION "A"
SCALE: 3/8" = 1'-0"
2'-9"
(E) ROOF
CRICKET
FINISH FLOOR
(E) CONCRETE SLAB
2'
-
7
"
12
'
-
0
"
14
'
-
7
"
TOP OF ROOF
TOP PLATE
FINISH FLOOR
2'
-
4
"
12
'
-
0
"
14
'
-
4
"
CERAMIC TILE
VAPOR BARRIER
ACCORDING TO ICC
ESR #1413
SEE REPORT BELOW
(E) CONCRETE
SLAB
(E) ATTIC (E) ATTIC
PR
O
P
E
R
T
Y
L
I
N
E
NE
W
C
L
O
S
E
T
NEW
BETROOM 2
NEW
BETROOM 1
0'-10"
TOP OF ROOF
TOP PLATE
(E) STUD WALL
NEW 2x STUD WALL
(E)2x C.J's
2 CROSS SECTION "B"
SCALE: 3/8" = 1'-0"
FINISH FLOOR
NEW 2x STUD WALL
2'
-
7
"
12
'
-
0
"
14
'
-
7
"
3
NE
W
C
L
O
S
E
T
NEW 2x STUD WALL
NEW 2x SILL PLATE
NEW 4X HDR(E) 4X HDR
NEW 2x SILL PLATE
NEW
TOP PLATENEW TOP PLATENEW TOP PLATE
(E) CONCRETE SLAB (E) CONCRETE SLAB
(E) 6x BEAM
CA
(E) CONCRETE SLAB
(E) CONCRETE
SLAB
1
S-2.1
2
S-2.1OR
NEW HDR
(PER STRUCTURAL PLAN)
NEW 2x STUD WALL
(E) 2x SILL PLATE
(E) TOP PLATE
(E) 2x R.R's
7
S-1.2
7
S-1.2
5
S-2.1
5
S-2.1
NEW CURB
(E) TOP PLATE (E) TOP PLATE
8
A-5.1
9
A-5.1
7
A-5.1
R-30 INSULATION
(PER TITLE 24)
R-30 INSULATION
(PER TITLE 24)
R-30 INSULATION
(PER TITLE 24)
R-30 INSULATION
(PER TITLE 24)
R-15 INSULATION
(PER TITLE 24)
R-15 INSULATION
(PER TITLE 24)
R-15 INSULATION
(PER TITLE 24)
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-4.1
CROSS SECTIONS
627 S Shelton St &
#212/4/2024
5
8" TYPE "X" GYPSUM
BOARD (TYP.)
2
DETAIL B
8"
M
I
N
.
LOTS SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM FOUNDATION
WALLS. THE GRADE SHALL FALL A MINIMUM OF 2% WITHIN THE FIRST 10 FEET AT
IMPERVIOUS AREAS AND 5% AT PERVIOUS AREAS. (R401.3)
NOTE: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS PROHIBIT
6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED TO
ENSURE DRAINAGE AWAY FROM THE STRUCTURE.
DETAIL A
SIDE SETBACK (SEE SITE PLAN)
NO SCALE
NO SCALE
2% MIN.2% MIN.
PR
O
P
E
R
T
Y
L
I
N
E
FENCE
2% MIN.
0.
5
%
M
I
N
.
S
L
O
P
E
FL
O
W
L
I
N
E
PROPOSED
STRUCTURE
8"
M
I
N
.
PROPOSED
STRUCTURE
DRAINAGE DETAIL1
3
6" MIN.3" MIN.
TOP OF FLANGE CAPPED OR
ROLLED INTO PIPE APPROXIMATELY
1" (25 mm)
GRANULE SURFACED MODIFIED
BITUMEN CAP SHEET
6" (152 mm) MINIMUM FLANGE SET
IN FIRESTONE MULTI-PURPOSE MB
FLASHING CEMENT OVER FIELD PLIES
(PRIME FLANGE BEFORE STRIPPING)
INTERPLY REQUIRED FOR 15
& 20 YEAR SYSTEMS
3" MIN.
PIPE PENETRATION FLASHING DETAIL
ROOF MEMBER ROOF MEMBER
PE
N
E
T
R
A
T
I
O
N
ROOFING SYSTEM
LEAD OR COPPER PIPE FLASHING
ICC ESR # 2578
MULTI-PURPOSE MB FLASHING CEMENT
6
7
5 ATTIC ACCESS
CONTINUOUS
(PIANO) HINGE
2x STUDCAM LOCK
FLUSH METAL DOOR
·22" X 30" ACCESS, OR 30"x30" IF FURNACE IS IN ATTIC
·MINIMUM HEADROOM OF 30" (R807.1, MC 304.1)
NOTES:
22" MIN
30" MIN. HEADROOM
8
LANDING
DOOR THRESHOLD
EGRESS DOOR
INTERIOREXTERIOR
THRESHOLD & LANDING HEIGHT
SECTION VIEW
36" MINIMUM
1.
5
"
M
A
X
.
11 THRESHOLD & LANDING
4
9
10
NOTE: EXTERIOR WALL, PROJECTIONS, AND OPENINGS ON THIS WALL SHALL
COMPLY WITH TABLE R302.1(1) FOR FIRE RESISTANCE RATING.
1-HR FIRE RATED WALL (OVERHANG CUT BACK)
1 HOUR FIRE RATED WALL -U348
NOTE: EXTERIOR WALL, PROJECTIONS, AND OPENINGS ON THIS WALL SHALL
COMPLY WITH TABLE R302.1(1) FOR FIRE RESISTANCE RATING.
1-HR FIRE RATED EAVE-WALL PROJECTION
NOTE:
FIRE PROTECTION IS TO BE PROVIDED
ON BOTH FACES OF THE WALL AND
EXTEND UP TO THE ROOF SHEATHING
1-HR FIRE RATED ROOF EAVE
1
2" THICK
GYPSUM BOARD
2x C.J.
DOUBLE PLATE
5
8" THICK TYPE "X" GYPSUM
BOARD (ESR-1338)
2x STUDS @ 16" O.C.
2x FIRE STOP BLOCKING AT MID HEIGHT (TYP.).
2x STUDS @ 16" O.C.
2x FIRE STOP BLOCKING AT MID HEIGHT (TYP.).
5
8" TYPE "X" GYPSUM BOARD (TYP.)
2x R.R's.
PLYWOOD SHTG.
METAL DRIP
EDGE
2x FIRE RETARDANT
PRESSURE TREATED
LUMBER FASCIA
5 8" THICK TYPE
"X" GYPSUM
BOARD
(ESR-1338)
PLYWOOD SHEATHING
WHEN APPLIES
INSULATION
PER TITLE 24
7
8" THICK EXT.
STUCCO (3-COATS)
7
8" THICK EXT.
STUCCO (3-COATS)
INSULATION
PER TITLE 24
PLYWOOD SHEATHING
WHEN APPLIES
2x FIRE RETARDANT
PRESSURE TREATED
LUMBER FASCIA
METAL DRIP
EDGE
PLYWOOD SHTG.
2x R.R's.
1
2" THICK
GYPSUM BOARD
2x C.J.
DOUBLE PLATE
PLYWOOD SHTG.
2x R.R's PER PLANS
METAL DRIP EDGE
2x FIRE
RETARDANT
PRESSURE
TREATED
LUMBER FASCIA
5
8" THICK TYPE "X" GYPSUM
BOARD (ESR-1338)
7/8" THICK EXT. STUCCO (3-COATS)
PLYWOOD SHEATHING
WHEN APPLIES
2x C.J's PER PLAN
2x STUD WALL PER PLAN
1/2" GYPSUM BOARD (TYP.)
BATT INSULATION
PER TITLE 24
7
8" THICK EXT. STUCCO (3-COATS)
NOTE:
FIRE PROTECTION IS TO BE PROVIDED
ON BOTH FACES OF THE WALL AND
EXTEND UP TO THE ROOF SHEATHING
2x R.R's PER PLANS
PLYWOOD SHTG.
METAL DRIP EDGE
PLYWOOD SHEATHING
WHEN APPLIES
2x C.J's PER PLAN
7/8" THICK EXT. STUCCO (3-COATS)
1
2" GYPSUM BOARD (TYP.)
BATT INSULATION
PER TITLE 245
8" TYPE "X" GYPSUM BOARD (TYP.)
2x FIRE STOP BLOCKING
AT MID HEIGHT (TYP.)
2x FIRE RETARDANT
PRESSURE TREATED
LUMBER FASCIA
1-HR FIRE RATED WALL (NO OVERHANG)
2x STUDS WALL PER PLAN
EXTERIOR ELEVATION VIEW
TYPICAL OPENING INFILL
(E) CRIPPLE STUDS
(E) SILL PLATES
(N) 2x4 STUD@ 16" O.C. (TYP)
(E) TRIMMER STUD
(E) HDR. TO REMAIN
R15 (MIN.) BATT INSULATION (TYP)
USE (2) 8d AT EACH STUD FOR TOP
AND BOTTOM CONNECTION (TYP.)
FINISH COAT
BROWN COAT
SCRATCH COAT
METAL LATH OR
WELDED WIRE LATH
MINIMUM 1 LAYER OF
No 15 ASPHALTFELT,
FREE FROM HOLES AND
BREAKS ASTM D 226
(E) CRIPPLE STUDS
5
8" TYPE "X" GYPSUM BOARD (TYP.)
5
8" TYPE "X" GYPSUM
BOARD (TYP.)
(E) ROOF OVERHANG TO BE
CUT BACK. REFER TO ROOF
PLAN FOR LOCATION A-2.5
1-HOUR FIRE RATED WALL
1 2x WOOD STUD PER STR'L (WITH INSULATION WHERE OCCURS)
5/8" THK. TYPE "X" GYPSUM BOARD. (SINGLE LAYER)2
1
3
2
INTERIOREXTERIOR
INTERIOR
EXTERIOR
2
3
PLYWOOD SHEATHING PER STR'L PLANS (WHEN OCCURS )3
1-HOUR FIRE RATED CEILING
4
4
KEY NOTES:
TOP VIEW
FIRE RESISTANT CONSTRUCTION DETAIL
SIDE VIEW
4
7/8" THICK EXTERIOR STUCCO (3-COATS)
4
NOTE: THE GYPSUM BOARD SHALL EXTENT ALL THE WAY TO
THE BOTTOM OF THE ROOF SHEATHING
4" (MIN.) = UNPAVED SURFACE
2" (MIN.) = PAVED SURFACE
2% MIN. SLOPE
WEEP SCREED W/ STUCCO
NOTE:
WEEP SCREED SHALL BE PLACED A MINIMUM OF 4 INCHES ABOVE THE
EARTH OR 2 INCHES ABOVE PAVER AREAS (CRC R 703.7.2.1)
7/8" THK. CEMENT PLASTER FINISH
WALL SHEATING
METAL LATH
2 LAYERS
WEATHER RESISTANT BARRIER
3 1
2" FLANGE
26 GA. CORROSION RESISTANT SHEET
METAL WEEP SCREED.
WALL INSULATION
SILL PLATE
CONCRETE SLAB /
FOOTING
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-24-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
A-5.1
ARCHITECTURAL
DETAILS
627 S Shelton St &
#212/4/2024
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
06-21-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
S-1.1
WOOD FRAME
PRESCRIPTIVE
P/BC 2023-004
________________________________________________________________
NOTE: APPLIES TO PANELS 24” OR WIDER (T-
ALLOWABLE SPANS AND LOADS FOR WOOD STRUCTURAL PANEL SHEATHING AND SINGLE-FLOOR GRADES CONTINUOUS OVER TWO
OR MORE SPANS WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS
R503.2.1.1(1))
SHEATHING GRADES
PANEL SPAN RATING
Roof/Floor Span
24/0
24/16
32/16
40/20
48/24
MINIMUM
PANEL
THICKNESS
(INCHES)
3/8
7/16
15/32, 1/2
19/32, 5/8
23/32, 3/4
CONNECTION
Roof
Blocking between joists or rafters to top plate
Ceiling joist to plate
Ceiling Joist not attached to parallel rafter, laps over partitions
Collar tie rafter, face nail or 1 ¼” 20-gage ridge strap
Rafter or roof truss to plate
Roof rafters to ridge, valley or hip rafters or roof rafter to minimum
2” ridge beam:
Stud to Stud (not braced wall panels)
Stud to stud and abutting studs at intersecting wall corners (at
braced wall panels)
Abutting Studs at intersecting wall corners, face nail
Built –up header (2” to 2” header with ½” spacer)
Continuous header to stud
Top plate to top plate
Double top plate splice
Bottom plate to joist, rim joist, band joist or blocking (not at braced
wall panels)
Bottom plate to joist, rim joist, band joist or blocking (at braced
wall panel)
Top or bottom plate to stud
4-8d box (2-1/2” x 0.113”)
4-8d box (2-1/2” x 0.113”)
4-10d box (3” x 0.128”)
4-10d box (3” x 0.128”)
3-16d box nails (3-1/2” x 0.135”) or
3-10d common nails (3” x 0.148”)
4-16d box (3-1/2” x 0.135”), or
3-10d common (3-1/2 ”x 0.148”)
3-16d box (3-1/2” x 0.135”), or
2-16d common (3-1/2” x 0.162”)
Wall
16d common (3-1/2” x 0.162”)
10d box (3” x 0.128”)
16d box (3-1/2” x 0.135”)
16d common (3-1/2” x 0.162”)
16d (3-1/2” x 0.135)”
16d common (3-1/2” x 0.162”)
16d box (3-1/2” x 0.135”)
5-8d box (2-1/2” x 0.113”)
4 8d common (2-1/2” x 0.131”)
16 common (3-1/2 ” x 0.162”)
10d box (3” x 0.128”)
8-16d (3-1/2” x 0.135”)
16d common (3-1/2” x 0.162”)
16d box (3-1/2” x 0.135)”
3-16d box (3-1/2” x 0.135”), or
2-16d common (3-1/2” x 0.162”)
4-8d box (2-1/2” x 0.113”), or
3-16d box (3-1/2”x 0.135”), or
4-8d common (2-1/2” x 0.131)”
3-16d box (3-1/2” x 0.135”), or
2-16d common (3 ½” x 0.135”), or
2-10d (3” x 0.162”), or
3-10d box (3” x 0.128”)
Top plates, lap at corners and intersections
Joist to sill, top plate or girder
Rim Joist, band joist or blocking to sill or top plate (roof
applications also)
Band or rim joist to joist
3-10d box (3” x 0.128”), or
2-16d common (3 1/2” x 0.162”)
Floor
4-8d box (2-1/2” x 0.113”), or
3-8d common (2-1/2” x 0.131), or
3-10d box (3” x 0.128”)
8d box (2-1/2” x 0.113”)
8d common (2-1/2” x 0.131”), or
10d box (3” x 0.128”)
3-16d common (3-1/2” x 0.162”), or
4-10d box (3” x 0.128”)
20d common (4” x 0.192”), or
10d box (3” x 0.128”), or
Built-up girders and beams, 2-inch lumber layers
AND:
2-20d common (4” x 0.192”), or
3-10d box (3” x 0.128”),
Ledger strip supporting joists or rafters
Bridging to Joist
4-16d box (3-1/2 ”x 0.135”), or
3-16d common (3-1/2” x 0.162), or
4-10d box (3” x 0.128”)
2-10d (3” x 0.128”)
Toenail
4” o.c.
6” o.c.
End nail
Nail each layer as follows: 32” o.c. at
top and bottom and staggered.
24” o.c. face nail at top and bottom
staggered on opposite sides
Face nail at ends and at each splice
At each joist or rafter, face nail
Each end, toe nail
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,
will provide reasonable accommodation to ensure equal access to its programs, services and activities.
Page 5 of 9
24” o.c. face nail
16” o.c. face nail
12” o.c. face nail
16” o.c. face nail
12” o.c.
16” o.c. each edge face nail
12” o.c. each edge face nail
Toe nail
Toe nail
16” o.c. face nail
12” o.c. face nail
Face nail on each side of end joint
(minimum 24” lap splice length each
side of joint
16” o.c. face nail
12” o.c. face nail
3 each 16” o.c. face nail
2 each 16” o.c. face nail
toe nail
End nail
End nail
Face nail
Toe nail
Toe nail
Face nail
Face nail
2 toe nails on one side and 1 toe nail
on opposite side of each rafter or
truss
Toe nail
End nail
24
24
32
40
48
EDGE SUPPORT
ROOF
MAXIMUM SPAN (INCHES)
NO EDGE
SUPPORT
20
24
28
32
36
FASTENING
LOADS (PSF)
TOTAL LOAD LIVE LOAD
40
50
40
40
45
30
40
30
30
35
REMARKS
FLOOR
MAX. SPAN (INCHES)
Panel edges with
tongue and groove
joints or with blocking
16
16
20
24
P/BC 2023-004
________________________________________________________________
D/3 MAX.
5/8"
MIN.
D/3 MAX.
25% MAX.40% MAX.
EXTERIOR WALLS AND
BEARING PARTITIONS
NOTCHING & BORING RAFTERS, CEILING JOISTS AND FLOOR JOISTS
(NOTCHING NOT PERMITTED IN MIDDLE 1/3 JOIST SPAN)
(HOLES SHALL NOT BE LOCATED WITHIN 2 IN OF A NOTCH)
3:12 TO 4:12 SLOPE W/ 2-LAYERS TYPE 15 FELT
4:12 OR GREATER SLOPE W/ 1-LAYER TYPE 15 FELT
20 GA.x 1-1/4"
STRAP @48" O.C.
2-16d EACH SIDE
ROOF SHEATHING
ROOF RAFTER
B.N. 8d@6" OC
ROOF RAFTER
2X BLOCKING
2X ROOF RAFTER
2 X RIDGE BOARD-DEEPER THAN
CUT END OF ROOF RAFTER
ROOF SLOPE-COMP SHINGLES (R905.2)
15/32" WOOD STRUCTURAL PANEL
W/8d @ 6"/6"/12"(COMMON NAILS)
EDGE NAIL
B.N. 8d@6" OC
RAFTER TIE CONNECTION
(SEE PAGE 4)
CEILING JOIST
EDGE NAIL EDGE NAIL
UPLIFT FRAMING CLIP PER TABLE R802.11
2X BLOCKING W/ FRAMING
ANCHOR @ EACH BLOCKING
BRACED WALL PANEL (SEE PAGE 6)
PERPENDICULAR
TO ROOF RAFTERS
INTERIOR SHEAR WALL AT ATTIC
ENGINEERED DESIGNED REQUIRED FOR CONNECTION,
RAFTER SPAN (SEE PAGE 3)
WHEN PURLIN USED TO REDUCE RAFTER SPAN 2X RIDGE BOARD
2X ROOF RAFTERS
12 3 MIN. SLOPE
NAIL TO JOIST
2X SOLID BLOCKING
2X DOUBLE TOP PLATE
2X STUDS
BRACED RAFTER CONSTRUCTION (R802.5.1)
HEADER (SEE PAGE 3 FOR SPAN)
SOLID BLKG. @ ALL
UNSUPPORTED
PLYWOOD EDGES
CEILING JOISTS (SEE PAGE 3)
AT CEILING JOIST SPLICE PROVIDE
NAILS PER RAFTER TIE CONNECTIONS (SEE PAGE 3)
BEARING PARTITION / INTERIOR SHEAR WALL
CONT. DOUBLE TOP PLATE
PARALLEL TO
ROOF RAFTERS
GABLE SUPPORT
2X CEILING JOIST
RIDGE (R802.3) NAILS (TABLE R602.3(1))
EDGE NAIL
EDGE NAIL
2X BLOCKING
W/ FRAMING
ANCHOR EDGE NAIL
EDGE NAILROOF RAFTER 2X SLOPED
ROOF RAFTER
2X BLOCKING
2X4 @ 4' O.C.
3- 10d NAILS
40% MAX.60% MAX.
NON-BEARING PARTITIONS
EXTERIOR WALLS AND BEARING WALLS MAY HAVE BORED HOLES BETWEEN
40 AND 60 PERCENT WHEN STUD IS DOUBLED AND NOT MORE THAN TWO
SUCCESSIVE DOUBLE STUDS ARE BORED (R502.8, R802.7.1 R602.6)
B.N. 8d@6" OC
5/8"
MIN.
HEADER
(SEE PAGE 3 FOR SPAN)
2X SILL PLATE
ANCHOR BOLTS
MIN 1/2" DIA. x 10",
7" EMBEDMENT
2 #4 TOP & BOTTOM.
WALL FRAMING
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,
will provide reasonable accommodation to ensure equal access to its programs, services and activities.
Page 6 of 9
MIN. 2 ANCHOR BOLTS PER BRACED
WALL PANEL, MAX 12" & MIN. 4" FROM
EACH END OF THE PLATE SECTION
HOLD DOWN EACH SIDE OF PANEL (1800# MIN. CAPACITY) PER PAGE 6
THICKEN FOOTING AS REQUIRED FOR BOLT EMBEDMENT DEPTH
D/
6
M
A
X
.
2"
M
I
N
.
2"
M
I
N
.
D/
6
M
A
X
.
1/
3
'
D
'
'D
'
'D
'
D/
4
M
A
X
.
'D
'
D/
4
M
A
X
.
'D
'
10
'
M
A
X
.
P/BC 2023-004
________________________________________________________________
c1
48" MIN. FOR METHOD WSP
AND
96" MIN. FOR GB
(a,d)
& PCP
(c)
(b,d)
SEE NOTE 1.
NOTES:
1.BRACED WALL LINES AT EXTERIOR WALLS SHALL HAVE A BRACED WALL
PANEL LOCATED AT EACH END OF THE BRACED WALL LINE.
EXCEPTION: FOR METHOD WSP , THE BRACED WALL PANEL SHALL BE
PERMITTED TO BEGIN NO MORE THAN 10 FEET FROM EACH END OF THE
BRACED WALL LINE PROVIDED:
(c)
UP TO 10'
NO PENETRATIONS
PERMITTED IN BRACED
WALL PANELS A
METHOD WSP
BRACING ONLY
(c)
OR
BWL BWL BWL
B
4' MAX OFFSET
4' MAX OFFSET
DESIGNATED BRACED
WALL LINE (BWL)
24"24"A MIN. 24" PANEL IS APPLIED TO EACH SIDE.
THIS 24" WIDE PANEL DOES NOT COUNT AS
BRACING
UP TO 10'
METHOD WSP
BRACING ONLY
BWL 1800 LBF HOLD-DOWN DEVICES REQUIRED AT
THE ENDS OF EACH BRACED WALL PANEL
20'-0" MAX.
BRACED WALL LINE LENGTH
BRACED WALL PANEL REQUIREMENTS
2. MIXING BRACING METHODS WITHIN A BRACED WALL LINE IS NOT PERMITTED.
3.INTERIOR BRACE WALL PANEL SHALL BE LOCATED NOT MORE THAN 10.0-FT
FROM THE END OF A BRACED WALL LINE AS DEMONSTRATED IN FIGURE
R602.10.2.2 OF THE LARC.
4. HOLD-DOWN DEVICE SHALL BE APPROVED BY CURRENT LOS ANGELES CITY
RESEARCH REPORT.
BRACING REQUIREMENTS BASED ON SEISMIC DESIGN CATEGORY
Roof/Ceiling Dead Load = 15-psf
Wall Height = 10-ft
Floor Dead Load = 10-psf
Braced Wall Line Spacing = 25-ft
Seismic Design
Category (SDC)Story Location Braced Wall Line
Length
10
SDC D2
20
30
40
50
Minimum Total Length of Braced Wall Panels Required
Along each Braced Wall Line
(ft)
Methods GB a, d and PCP b, d
8
16
24
32
40
Method WSP c
4
5
7.5
10
12.5
(a). Method GB (Gypsum Board) = ½-in. minimum thickness gypsum board with 1-1/2-in. galvanized roofing nail, or 1-1/4-in. screws, Type W or S. for exterior sheathing, or 5d
cooler nail, 0.086-in. diameter, 1-5/8-in. long, 15/64-in head for interior gypsum board. Maximum fastener spacing shall be 7-in. o.c. at panel edges, including top and bottom
plates, and along intermediate supports. When method GB panels are applied to only one face of a braced wall panel, the minimum total length in the table shall be doubled.
(b). Method PCP (Portland Cement Plaster) = 7/8-in. minimum thickness Portland cement plaster with 1-1/2-in., 11-gage, 7/16-in. head nails at 6-in. spacing (16-in stud spacing
required). ½-in. minimum gypsum wallboard shall be installed on the side of the wall opposite the bracing material, except when the minimum total length of braced wall panel
in the Table is multiplied by a factor of 1.5.
(c). Method WSP (Wood Structural Panel) = 15/32-in. minimum thickness wood structural panel with 8d common (2-1/2-in x 0.131-in.) nails at 6-in. spacing along panel edges,
12-in. spacing at intermediate supports, and 3/8-in. distance to panel edge. ½-in. minimum thickness gypsum wall board shall be installed on the side of the wall opposite the
bracing material, except when the minimum total length of braced wall panel in the Table is multiplied by a factor of 1.5.
(d). Method GB and PCP braced wall panel height to width ratio (h/w) shall not exceed 1:1.
(e). Multiply required braced wall panel lengths specified in the table by 1.2 when combined Roof Ceiling Dead load is between 15 psf and 25 psf.
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,
will provide reasonable accommodation to ensure equal access to its programs, services and activities.
Page 7 of 9
BR
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25
'
-
0
"
M
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.
(
T
Y
P
)
H
(
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P
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)
1
0
'
M
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.
P/BC 2023-004
________________________________________________________________
SEISMIC STRAPS: TWO MIN.
REFER TO IB P/PC 2017-003
FOR REQUIREMENTS
T&P VALVE PIPED TO EXTERIOR
3/4" MIN. PIPE. NO THREADS
ALLOWED IN BOTTOM PIPING
4"
LISTED CAP
24" MIN.
ROOF SLOPE:
FLAT TO 6:12
PER. MANUF.
RECOMMENDATION
SEE LA MECHANICAL CODE SEC. 802.6
FOR ROOF SLOPE STEEPER THAN 6:12
GARAGE FLOOR
NOTE: NO GAS-FIRED WATER HEATER ALLOWED IN BEDROOMS, BATHROOMS,
CLOTHES CLOSETS, OR ANY SPACE OPENING INTO A BEDROOM OR BATHROOM.
WATER HEATERS
20" CLEAR
WATER HEATER VENT AND ACCESS REQUIREMENTS
THE FOLLOWING WINDOW SIZES WILL BE THE MINIMUM ALLOWED FOR 5.0 SF.
30" CLEAR
OPENABLE
AREA
SINGLE CASEMENT: 2-4 X 4-0,
2-6 X 3-6
OPENABLE
AREA
DOUBLE CASEMENT: 4-8 X 4-0
CASEMENT/ FIXED COMBO: 7-0 X 4-0
OTHER WINDOW TYPES:
AWNING & BAY W/ FIXED CENTER:
NONE W/O MANUF. DATA
SINGLE/ DOUBLE HUNG:
3-0 X 5-0, 3-0 X 5-6 ,3-4 X 5-0,
3-8 X 5-0, 4-0 X 5-0
SINGLE/ FIXED COMBO: NONE W/O
MANUF. DATA
MIN. SIZE WINDOW
FOR 20" CLEAR WIDTH AND
5.0 S.F. OPENABLE AREA
SLIDER:
4-0 X 4-0
5-0 X 3-6
6-0 X 3-0
SLIDER/ FIXED COMBO:
8-0 X 4-0
10-0 X 4-0
12-0 X 3-0
MIN. SIZE WINDOW
FOR 24" CLEAR HEIGHT AND 5.0
S.F. OPENABLE AREA
FLOOR LEVEL
1. 20" MIN. CLEAR WIDTH
2. 24" MIN. CLEAR HEIGHT
3. 5.0 SF MIN. OPENABLE AREA AT GRADE-FLOOR ONLY, 5.7 SF MIN. ELSEWHERE.
EMERGENCY ESCAPE/ RESCUE OPENING (R310)
1/2" MIN. CLEAR ON TOPS,
SIDES AND ENDS
NOTE: SIZES ARE TAKEN FROM DATA SUPPLIED BY
WINDOW MANUFACTURERS. HOWEVER, THESE ARE
GENERAL DIMENSIONS AND MUST BE VERIFIED WITH
ACTUAL WINDOWS INSTALLED TO MEET MINIMUM
EGRESS REQUIREMENTS.
CONC. FOUND. WALL
FLOOR GIRDER
1:1
P.T. SILL
3" MIN. BEARING1'-6" MIN.
TRENCHES AT FOOTINGS GIRDER (R317.1 / R502.6)
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request,
will provide reasonable accommodation to ensure equal access to its programs, services and activities.
Page 8 of 9
36
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8
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IN
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44
"
M
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24
"
C
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6"
M
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24
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3
44
"
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RE
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12
"
M
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:
FL
A
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6
:
1
2
627 S Shelton St &
#212/4/2024
S1-08
1"
1"
4
2
3 2
2 1
1
2 1
1 TOP PLATE SPLICE DESIGN TABLE
2 TYPICAL FLOOR OR ROOF DIAPHRAGM
3 FIX FOR NOTCHED DOUBLE TOP PLATE
4 TYP. BORING AND NOTCHING DETAIL
5 TYPICAL HEADER DETAIL
HEADER SCHEDULE
6 TYPICAL SHEARWALL INTERSECTION
7 TOP CONNECTION
8 DETAIL9DETAIL
16d @ 16" TYP
1 1/2" MIN.
4'-0" MIN LAP *
NAILS PER SCH 16d @ 16" TYP
1 1/2" MIN.
NAILS PER SCHSTAGGER
NAILS TYP
@ 3" MIN.
TYP.GROUP NAILS OR BOLTS ON BOTH
SIDES OF SPLICE IN TOP PLATE
CENTER BOLTS
BOLTS
PER SCH 7" MIN 7" MIN
4'-0" MIN LAP*
BOLTS
PER SCH
16d @ 16" TYP 16d @ 16" TYP
1 1/2" MIN.
@4" MIN.
TYP.DO NOT COUNTERSINK BOLTS JOINT DIRECTLY
OVER STUDS, TYP.
MARK MIN PL. THK NAILS DESIGN LOAD
6
8
10
12
14
16
18
20*
2 x
2 x
2 x
2 x
2 x
2 x
2 x
2 x
6 - 16d
8 - 16d
10 - 16d
12 - 16d
14 - 16d
16 - 16d
18 - 16d
20 - 16d
1250 #
1670 #
2090 #
2510 #
2920 #
3340 #
3760 #
3780#/ 4180#
* = 6'-0" MIN LAP LENGTH AT SPLICE 20, 22 & 24
MARK MIN PL. THK BOLTS DESIGN LOAD
22*
24*
B1
B2
B3
B4
B5
2 x
2 x
2 x
2 x
2 x
3 x 6
3 x 6
22 - 16d
24 - 16d
6 - 5/8
8 - 5/8
8 - 3/4
6 - 3/4
8 - 3/4 12,650 #
11,600 #
3780# / 7590# (1)
3780# / 7590# (1)
3780# / 5800# (1)
3780# / 5010# (1)
3780# / 4600# (1)
(1) x4 VALUE / x6 VALUE
EDGE NAILING (E.N.) AT
DIAPHRAGM EDGES
FIELD NAILING (F.N.) AT
INTERMEDIATE SUPPORTS
4'-0" SHEATHING PANELS
BEAM PER PLAN
EDGE NAILING (E.N.) AT
CONTINUOUS PANEL EDGES
WHERE BLOCKING OF PANEL
EDGES IS REQUIRED.
EDGE NAILING (E.N.) AT
STAGGERED PANEL EDGES
JOISTS OR RAFTERS PER
PLAN
SEE PLAN FOR SHEATHING
THICKNESS, GRADE AND
NAILING
S1-15
SEE PLAN FOR DIAPHRAGM
AREAS WITH BLOCKED PANEL
EDGES
1'
-
4
"
JT
.
S
T
A
G
G
E
R
MI
N
.
P
A
N
E
L
4'
-
0
"
MI
N
.
PA
N
E
L
SIMPSON'S
'HSS2-2-SDS1.5'
A
UP TO 14" USE L3X3X|
14" TO 21\" USE L3X3X{
1\"
@ 3"
3"
CUT TOP LEG
AT PIPE
2-[" M.B.'S EA. END
(3-[" M.B.'S AT L3X3X{)
OPTIONAL L3X3 ANGLE
UP TO 2 3/8" NOTCH
C
NOTCH
1\" MIN.
@ 2\"1\"
STRAP EACH SIDE
NOTCH STRAP
PLATE
SCREWS
EACH END
2{"-6">1/8x3 4-SDS|x2
6"-10">3/16x3 4-SDS|x2
10"-14">|x3 6-SDS|x2
14"-21">{x3 10-SDS|x2
2-3/8" TO 21" NOTCHB
S1-56
TYP. FIX FOR NOTCHED DOUBLE TOP PLATE
DEPTH "D"
0.25x"D" MAX. AT
BEARING WALL
0.40x"D" MAX. AT
NON-BEARING WALL
0.40x"D" MAX. AT
BEARING WALL
0.60x"D" MAX. AT
NON-BEARING WALL
5/8" MIN. TYP.
B STUDS IN WALLS
DE
P
T
H
"
D
"
"D"/3 MAX. BORED HOLES
2"
M
I
N
.
T
Y
P
.
"D
"
/
6
M
A
X
.
NO
T
C
H
12" MIN.
"D
"
/
4
M
A
X
.
A
T
E
N
D
S
NOTCHING NOT ALLOWED
IN MIDDLE 1/3 OF SPAN
A JOIST/RAFTERS
S1-54
'A34' AT TOP & BOTTOM FOR FULL HEIGHT
STUDS IN EXTERIOR WALLS
'A34' FOR 3'-6" TO 8'-0" OPENINGS
HDR. PER PLAN (IF NONE ON PLAN USE
HEADER PER SCHED. ABOVE)
2-16d FOR EACH 3" IN HEADER DEPTH
CONT. DBL. TOP PLATES, PER PLAN
STUDS & CRIPPLES @ 16"o.c.
TWO CRIPPLE STUDS WHEN HEADER IS
LARGER THAN 4x8, OTHERWISE ONE
OPENING
16d @ 8" O.C. EA. FULL HT. STUD @
EXTERIOR WALLS ONLY
2x STUD WIDTH SILL
WHERE OCCUR'G
'A34' TOP AND BOTTOM
AT SILL WHERE OCCUR'G
SEE TABLE FOR NUMBER OF
FULL-HEIGHT STUDS TYPICAL
BEARING AND EXTERIOR WALLS NON-BEARING WALLS
OPENING WIDTH HEADER SIZE OPENING WIDTH HEADER SIZE
6'-0" OR LESS
6'-1" TO 8'-0"
8'-1" TO 10'-0"
4x6
4x8
4x10
8'-0" OR LESS
8'-1" TO 12'-0"
4x6
4x8
NOTE: USE 6x LINTEL MEMBERS IN 2x6 STUD WALLS.
NUMBER OF FULL-HEIGHT STUDS
OPENING
WIDTH ALL EXTERIOR WALLS INTERIOR BRG.
WALLS
INTERIOR NON-BEARING
WALLS
7'-0" OR LESS
7'-1" TO 10'-0"
OVER 10'-0"
NOTE: OMIT FULL-HT. STUDS WHERE POST FOR HOLDDOWN
ANCHOR OCCURS. SEE PLAN AND TYPICAL HOLDDOWN DETAIL.
S1-120
HOLDOWN POST
HOLDOWNE.N.
E.N.
E.N.
HOLDOWN
HD POST
NAILS @
6" O.C.
E.N.
E.N.
E.N.
HOLDOWN
HOLDOWN POST
HOLDOWN
HOLDOWN POSTE.N.
E.N.
E.N.
WHERE TWO SHEARWALLS W/ DIFFERENT E.N.
INTERSECT, THIS E.N. SHALL BE AT THE CLOSER
SPACING OF THE TWO EDGE NAIL REQUIREMENTS.
NOTE :
E.N.E.N.
HOLDOWN
HOLDOWN POST
3/4" 0 M.B. @ 24" O.C.
TYP. WHERE SHEATHING
IS DISCONTINUOUS @
INTERSECTING WALLE.N.E.N.E.N.
HOLDOWN
HOLDOWN
POST
HOLDOWN
HOLDOWN POST
S1-39
JOISTS
1/
2
"
CL
R
.
STUD @ 16" OC FOR STUD CONN.
AT SILL PLATE, SEE NOTES BELOW
SIMPSON 'HTC' @ 48" O.C.
(SLOT NAILS SHALL BE
INSTALLED IN THE MIDDLE OF
SLOT).
PERPENDICULAR TO JOISTS
ANCHORAGE AT SAWN LUMBER
FULL DEPTH 2x
BLKG. EA. SIDE @
48" O.C.
1/
2
"
CL
R
.
JOISTS
SIMPSON 'HTC' @ 48" O.C.
(SLOT NAILS SHALL BE
INSTALLED IN THE MIDDLE
OF SLOT)
STUD @ 16"o.c. FOR STUD
CONN. AT SILL PLATE, SEE
NOTES BELOW
1/
2
"
CL
R
.
2x4 @ 4'-0" W/2-16d EACH END
PARALLEL TO JOISTS
TYP. NON-BEARING PARTITION
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
06-21-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
S-1.2
TYPCAL DETAILS
627 S Shelton St &
#212/4/2024
3
2x4 P.T. SILL PLATE W/
0.145" DIA. RAMSET SHOT PIN
@ 32" PER ICC ESR # 1799
1-1/8 " MIN. EMBEDMENT
2x STUD
PER PLAN
GYPSUM BOARD (TYP)
CONCRETE SLAB
PER PLAN
PARTITION WALL BOTTOM CONNECTION
4 1
4"
EXISTING GARAGE DOOR OPENING
6"
MI
N
.
6"
NEW 2x SILL PLATE
NEW CONCRETE CURB
NEW CURB AT EXISTING FOOTING
SECTION
VIEW A
(E) CONCRETE FTG.
(E) CONC. SLABE.N.
#4 DOWELS @24" OC. USE
SIMPSON EPOXY TIE SET-XP
ICC-ESR #2508. SPECIAL
INSPECTION REQUIRED
6"
2x STUD PER PLAN
OR S.W. SCHEDULE
2x4 SILL PLATE P.T.
W/ 5/8"Ø A.B. PER PLAN
NEW CURB MIN. 5"
WIDE HEIGHT TO
MATCH EXISTING
FINISH
SURFACE
NEW WEEP SCREED (TYP)
SEE DETAIL 2/A-5.1
FINISH
SURFACE
SECTION
VIEW B
NEW 2x STUD
PER PLAN
(E)4x POST OR DBL. STUD
(E)SILL PLATE
#4 DOWELS @24" OC.
USE SIMPSON EPOXY
TIE SET-XP ICC-ESR
#2508. SPECIAL
INSPECTION REQUIRED
5
#4 DOWELS AT 18" O.C. OR #4 AT
24" O.C. STAGGERED EMBEDDED 6"
INTO CONCRETE SLAB.
USE EPOXY TIE SIMPSON SET-XP
ICC-ES ESR #2508.
EXISTING
CONCRETE SLAB
6"
NEW 4" HIGH
CONCRETE
FIELD 2500 PSI
SIDE VIEW
6"
EXISTING CONCRETE SLAB
CONCRETE SLAB REPAIR
IF FOUNDATION
IS FOUND
IF NO EXISTING
FOUNDATION
OLD TO NEW FOUNDATION CONNEC.
12°
6"
NEW 2x STUDS
@ 16" O.C.
NEW 2x P.T. PLT.(E) 2x P.T. PLT.SIMPSON MST27
EXIST. FTG. NEW. FTG.
5/8"Ø A.B. PER PLAN
1- #4
12"
E.N.
5"
(E) CONC. SLAB
2x STUD TO REMAIN
2x SILL PLATE P.T.
W/ 5/8"Ø A.B. PER PLAN
NEW CURB AT EXISTING FOOTING
8"
MI
N
.
18
"
M
I
N
.
6"
2#4 REBAR TOP & BOTTOM
SHEATHING PER
PLAN
(WHERE
OCCURS)
2
NEW STUCCO TO MATCH
EXISTING
EXISTING CEMENT PLASTER (FIEL VERIFY)
(PER PAGE 7 OF AT SHEET S-1)
Method PCP (Portland Cement Plaster) = 7/8-in. minimum thickness
Portland cement plaster with 1-1/2-in., 11-gage, 7/16-in. head nails at
6-in. spacing (16-in stud spacing required). ½-in. minimum gypsum
wallboard shall be installed on the side of the wall opposite the bracing
material, except when the minimum total length of braced wall panel in
the Table is multiplied by a factor of 1.5.
GENERAL NOTES:
1 5 8"Ø A.B. ATR GR36 @ 48" O.C.
2 5 8"Ø A.B. ATR GR36 @ 32" O.C.
NOTE: ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON
NAILS GALVANIZED
SHEARWALL SCHEDULE PER WOOD FRAME
PRESCRIPTIVE PROVISIONS
ANCHOR BOLT SCHEDULE
1
HOLD-DOWN CONNECTOR BOLTS INTO WOOD FRAMING REQUIRE APPROVED PLATE
WASHERS ; AND HOLD-DOWNS SHALL BE FINGER TIGHT AND 'H WRENCH TURN
JUST PRIOR TO COVERING THE WALL FRAMING . CONNECTOR BOLTS INTO WOOD
FRAMING REQUIRE STEEL PLATE WASHERS ON THE POST ON THE OPPOSITE SIDE
OF THE ANCHORAGE DEVICE. PLATE SIZE SHALL BE A MINIMUM OF 0.299 INCH BY 3
INCHES BY 3 INCHES . (2305.5)
ALL BOLT HOLES SHALL BE DRILLED 1/32" TO 1/16" OVERSIZED
(11 .1.2.2,2012 NDS)
HOLD-DOWN HARDWARE MUST BE SECURED IN PLACE PRIOR TO FOUNDATION
INSPECTION .
ALL WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR
FOUNDATION WALLS AND ARE LESS THAN 8" TO THE EXPOSED GROUND SHALL BE
PRESSURE TREATED OR NATURALLY DURABLE TO DECAY (CRC R317.1 [2])
FASTENERS, INCLUDING NUTS AND WASHERS, AND CONNECTORS IN CONTACT WITH
PRESERVATIVE TREATED AND FIRE TREATED WOOD SHALL BE OF HOT DIPPED ZINC
COATED GALVANIZED STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS
FOR ZINC COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A 153. (CRC
3317.3).
(E) 2x R.R's @
16" O.C. DF#2
TO REMAIN
(E) 2x C.J's @ 16"
O.C. TO REMAIN
(E) 2x R.R's
@ 16" O.C.
DF#2
TO REMAIN
(E) 2x R.R's
@ 16" O.C.
DF#2
TO REMAIN
NEW
6X4 HDR
NEW
6X4 HDR
5
5
5
A-4.2
B
A
A-4.1
(E) CONCRETE SLAB W/
VAPOR BARRIER ACCORDING
TO ICC ESR # 1413
(SEE REPORT AT SHEET A-4.1)
NOTE:
SLAB CONSTRUCTION SHALL
BE MINIMUM 4¨THICK,
REINFORCED WITH ·4 BARS AT
18¨ON CENTER EACH WAY
REFER TO DETAIL 4 FOR
EXISTING SLAB REPAIR
VAPOR BARRIER ACCORDING
TO ICC ESR # 1413
(SEE REPORT AT SHEET A-4.1)
CF
-
2
CF
-
2
CF
-
2
CF-2CF-2
(E
)
R
I
D
G
E
(E
)
R
I
D
G
E
(E) 2x C.J's @ 16"
O.C. TO REMAIN
(E) 2x R.R's @
16" O.C. DF#2
TO REMAIN
CF-1
2
OR
1
7
7
7
(E
)
H
R
D
NEW
4X4 HDR
SCALE: 1/4" = 1'-0"
1 FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
2 FRAMING PLAN
N
B
A
A-4.1
(E
)
6
x
B
E
A
M
(E
)
H
R
D
- - -
- - -
S-1.2
S-1.2
S-1.2
- - -
- - -
- - -
(E) HRD
(E) HRD
NEW FLOOR JOISTS /CEILING JOISTS
NEW ROOF RAFTERS/TRUSSES
HEADER
BEAM
CF-1
EXISTING WALLS (2x STUDS @16" O.C.)
LEGEND:
NEW WALL WITH 2x4 STUDS D.F. No.2 @ 16"O.C.
NOTES:
·USE 2x6 STUDS D.F. No.2 @ 16" O.C. FOR
PLUMBING WALLS
·USE 2x4 STUDS D.F No.2 @ 16" O.C. FOR NON
BEARING WALLS
CF-2
EXISTING 12" WIDE MIN. x12" DEEP INTO LOWEST
GRADE CONT. CONCRETE FTG. TO REMAIN
(CONCRETE SLAB FTG.)
EXISTING 12" WIDE MIN. x12" DEEP INTO LOWEST
GRADE CONT. CONCRETE FTG. TO REMAIN (RAISED
FLOOR FTG.)
CF-X
EXISTING FLOOR JOISTS /CEILING JOISTS
EXISTING ROOF RAFTERS/TRUSSES
1/2" CDX PLYWOOD
UNBLOCKED
(P.I. = 32/16 )
8d NAILS AT 6" / 6" /12"
TYPICAL ROOF SHEATHING
CONTINUOUS 12" WIDE X 18" (MINIMUM EMBEDMENT
INTO FIRM SOIL) FOUNDATION WITH 2 #4 TOP AND
BOTTOM.
EXISTING 12'x12" DEEP CONTINUOUS FTG. NOTE
*GENERAL CONTRACTOR TO FIELD VERIFY*
·IF FOUNDATION IS PRESENT USE THE DETAIL 1
·IF FOOTING IS NOT PRESENT A NEW FOOTING
SHALL BE INSTALLED PER DETAIL 2
IF FOUNDATION
IS FOUND
IF NO EXISTING
FOUNDATION
2
OR
1
- - -
- - -
CF-1
EXISTING 12'x12" DEEP
CONTINUOUS FTG. NOTE
*GENERAL CONTRACTOR
TO FIELD VERIFY*
·IF FOUNDATION IS
PRESENT USE THE
DETAIL 1
·IF FOOTING IS NOT
PRESENT A NEW
FOOTING SHALL BE
INSTALLED PER
DETAIL 2
(typ.)
3
(typ.)(typ.)
- - -
3
- - -
3
- - -
3
(typ.)
- - -
A-4.1
ADDITIONAL NOTES
SOIL REPORT REQUIREMENT IS EXEMPTED FROM THIS PROJECT. ANY NEW
FOUNDATION AND SLAB-ON-GRADE SHALL MEET MINIMUM FOUNDATION
CONSTRUCTION REQUIREMENTS BELLOW
1. DEPTH OF FOUNDATIONS BELOW THE NATURAL GRADE SHALL NOT BE LESS
THAN 18 INCHES (SEE DETAIL 2 FOR SPECS)
2. CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR
CONTINUOUS #4 REINFORCING BARS, TOW #4 BARS AT THE TOP AND TWO
#4 BARS AT THE BOTTOM
3. SLAB CONSTRUCTION SHALL BE MINIMUM 4" THICK, REINFORCED WITH #4
BARS AT 18" ON CENTER EACH WAY
4. DOWELING OF THE NEW FOUNDATIONS AND SLABS INTO THE EXISTING
FOUNDATIONS AND SLABS SHALL BE REQUIRED. DOWELS SHALL BE A
MINIMUM OF 6" INTO THE EXISTING CONCRETE AND SHALL EXTEND A
MINIMUM OF 24" INTO THE NEW CONCRETE. DOWELS SHALL BE MINIMUM
#3 BARS AT 18" ON CENTER OR #4 BARS AT 24" ON CENTER (SEE DETAILS
FOR SPECS)
1-3/4" EDGE
OF DISTANCE
DEPTH OF
FOUNDATIONS
BELOW THE
NATURAL
GRADE SHALL
NOT BE LESS
THAN 18
INCHES
4"
M
I
N
NOTE: CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR CONTINUOUS #4 REINFORCING
BARS, TWO #4 BARS AT THE TOP AND TWO #4 BARS AT THE BOTTOM
NOTE: CONTINUOUS FOUNDATIONS SHALL BE REINFORCED WITH AT LEAST FOUR CONTINUOUS #4 REINFORCING
BARS, TWO #4 BARS AT THE TOP AND TWO #4 BARS AT THE BOTTOM
NOTE: SLAB CONSTRUCTION SHALL BE MINIMUM 4¨THICK, REINFORCED WITH ·4 BARS AT 18¨ON CENTER EACH WAY
FINISH SURFACE
3"
C
L
R
#4 DOWELS AT 18" O.C.
OR #4 AT 24" O.C.
STAGGERED EMBEDDED
6" INTO CONCRETE SLAB.
USE EPOXY TIE SIMPSON
SET-XP
ICC-ES ESR #2508.NEW CONCRETE FTG.
#4 DOWELS AT 18" O.C.
OR #4 AT 24" O.C.
STAGGERED EMBEDDED
6" INTO CONCRETE SLAB.
USE EPOXY TIE SIMPSON
SET-XP
ICC-ES ESR #2508.
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
Oscar Vega
C e 1 4 - 4 - 1 2 4
O i e 3 1 - 2 3- 3 5
i n o e o d e s i g n s . o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
S-2.1
STRUCTURAL
PLANS & DETAILS
627 S Shelton St &
#212/4/2024
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
06-21-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
GREEN BUILDING
STANDARDS CODE
G-1
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023)
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception: Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Sections
4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that
additional local utility infrastructure design requirements, directly related to the implementation
of Section 4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions,
or improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the requirements
of Sections 4.106.4.2.1 and 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A
parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as
at least one standard automobile parking space only for the purpose of complying with any applicable minimum
parking space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE are installed beyond the minimum required,
an automatic load management system (ALMS) may be used to reduce the maximum required electrical
capacity to each space served by the ALMS. The electrical system and any on-site distribution transformers
shall have sufficient capacity to deliver at least 3.3 kW simultaneously to each EV charging station (EVCS)
served by the ALMS. The branch circuit shall have a minimum capacity of 40 amperes, and installed EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Location.
EVCS shall comply with at least one of the following options:
1.The charging space shall be located adjacent to an accessible parking space meeting the requirements of
the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking space.
2.The charging space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces shall be designed to comply with the following:
1.The minimum length of each EV space shall be 18 feet (5486 mm).
2.The minimum width of each EV space shall be 9 feet (2743 mm).
3.One in every 25 charging spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum
aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the EV space is
12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083
percent slope) in any direction.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when installed, shall
comply with the accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready
spaces and EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section
1109A.
4.106.4.2.3 EV space requirements.
1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated branch
circuit. The raceway shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall
originate at the main service or subpanel and shall terminate into a listed cabinet, box or enclosure in close
proximity to the location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required
raceways and related components that are planned to be installed underground, enclosed, inaccessible or in
concealed areas and spaces shall be installed at the time of original construction.
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20 PSI
LAVATORY FAUCETS IN COMMON & PUBLIC USE
AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A CONVENIENCE FOR
THE USER.
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY VALUES
MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch
circuit is installed in close proximity to the location or the proposed location of the EV space at the
time of original construction in accordance with the California Electrical Code.
4.106.4.2.4 Identification.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
4.106.4.2.5 Electric Vehicle Ready Space Signage.
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multifamily buildings.
When new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
Notes:
1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section 4.408.2,
4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste management
ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4 lbs./sq.ft.
of the building area shall meet the minimum 65% construction waste reduction requirement in Section
4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds per square
foot of the building area, shall meet the minimum 65% construction waste reduction requirement
in Section 4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact disc,
web-based reference or other media acceptable to the enforcing agency which includes all of the following
shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model
Water Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator,
are available at: https://www.water.ca.gov/
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air
for combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
X
X
X
X
X
X
X
X
X
X
X
X
X
BY
HOME
OWNER
X
BY
HOME
OWNER
X
X
X
X
BY
HOME
OWNER
X
BY
HOME
OWNER
BY
HOME
OWNER
SEE
SHEETS
T-1,
BMP-1 &
BMP-2
BY
HOME
OWNER
OR
BY
HOME
OWNER
X
X
X
X
627 S Shelton St &
#212/4/2024
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
06-21-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
GREEN BUILDING
STANDARDS CODE
G-2
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation
of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification
program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of
a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of
acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may
be considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall
employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance
with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the
particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from
a recognized state, national or international association, as determined by the local agency. The area of certification
shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not
limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in
the appropriate section or identified applicable checklist.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT
COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE
LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE
CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundredths of a gram (g O³/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections
94700 and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry
wood.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings
with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically
contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
4.503 FIREPLACES
4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed
woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter the system.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.
4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the
requirements of the following standards unless more stringent local or regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
shall comply with local or regional air pollution control or air quality management district rules where
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
commencing with section 94507.
4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
Table 4.504.3 shall apply.
4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR
Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the
enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE
ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE
VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY
MANAGEMENT DISTRICT RULE 1168.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the
following:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped
end of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be sized,
designed and have their equipment selected using the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE
CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR
COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333.
FOR ADDITIONAL INFORMATION, SEE CALIF. CODE OF REGULATIONS,
TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS
OF 5/16" (8 MM).
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California
Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions
from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the
California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving
resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the
Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.),
by or before the dates specified in those sections, as shown in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE 2016 CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023)
Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
X
X
X
X
X
X
X
X
X
X
X
X
X
BY
HOME
OWNER
X
BY
HOME
OWNER
X
BY
HOME
OWNER
X
X
X
627 S Shelton St &
#212/4/2024
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
06-21-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
GENERAL NOTES
G-3
SAFETY GLAZING (I.E., TEMPERED) WINDOWS IN BATHROOMS [CRC 308.4.5]
·WINDOWS IN ANY PORTION OF A WALL ENCLOSING TUBS AND/OR SHOWERS WHERE THE BOTTOM EDGE OF THE
GLAZING IS LESS THAN 60” ABOVE THE STANDING SURFACE.
·WINDOWS WITHIN 60” MEASURED HORIZONTALLY FROM WATER’S EDGE OF A BATHTUB OR WHIRLPOOL TUB OR FROM
EDGE OF A SHOWER AND WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60” ABOVE THE WALKING SURFACE.
WATER CONSERVING PLUMBING FIXTURES [CALIFORNIA CIVIL CODE 1101.4(A)]
THE CALIFORNIA CIVIL CODE REQUIRES THAT ALL EXISTING NON-COMPLIANT PLUMBING FIXTURES (BASED ON WATER
EFFICIENCY) THROUGHOUT THE HOUSE BE UPGRADED WHENEVER A BUILDING PERMIT IS ISSUED FOR REMODELING
IMPROVEMENTS EVEN IF THE FIXTURES ARE NOT WITHIN THE SCOPE OF WORK. RESIDENTIAL BUILDING CONSTRUCTED AFTER
JANUARY 1, 1994 ARE EXEMPT FROM THIS REQUIREMENT. THE FOLLOWING TABLE SHOWS THE FIXTURES THAT ARE
CONSIDERED TO BE NON-COMPLAINT AND THE TYPE OF WATER-CONSERVING PLUMBING FIXTURE THAT SHOULD BE
INSTALLED:
TYPE OF FIXTURE
WATER CLOSET (TOILET)
URINAL
SHOWER HEAD
FAUCET-BATHROOM
FAUCET-KITCHEN
NON-COMPLIANT
PLUMBING FIXTURE
MORE THAN
1.6 GAL./ FLUSH
MORE THAN
1.0 GAL./ FLUSH
MORE THAN
2.5 GAL./ MINUTE
MORE THAN
2.2 GAL./ MINUTE
MORE THAN
2.2 GAL./ MINUTE
REQUIRED WATER-CONSERVING
PLUMBING FIXTURE (MAX. RATE)
CALGREEN 4.303
1.28 GALLONS / FLUSH
0.125 GAL. / FLUSH FOR WALL
MOUNT; 0.50 FOR OTHERS
2.0 GALLONS / MINUTE AT 80 PSI
1.2 GALLONS / MINUTE AT 80 PSI
1.8 GALLONS / MINUTE AT 80 PSI
PLUMBING
·PROVIDE TEMPERED GLASS AT TUB/SHOWER DOORS AND AT WINDOWS LESS THAN 60” FROM TUB/SHOWER DRAIN.
·SHOWER AND TUB/SHOWER CONTROL VALVES SHALL BE PRESSURE BALANCING SET AT A MAXIMUM 120 DEGREES F.
THE WATER-FILLER VALVE IN BATHTUB/WHIRLPOOLS SHALL HAVE A TEMPERATURE LIMITING DEVICE SET A MAXIMUM
OF 120 DEGREES F REGULATED BY EITHER A LIMITING DEVICE CONFORMING TO EITHER ASSE 1070/A112.1070/CSA
B125.70 OR CSA B125.3 OR A WATER HEATER CONFORMING TO ASSE 1084. [CPC 408.3, 409.4]
·FIXTURES SHALL MEET THE FOLLOWING MAXIMUM FLOW RATES: [CPC 407.0, 408.2 & 411.0]
WATER CLOSETS = 1.28 GALLONS/FLUSH ― SHOWER HEADS = 1.8 GPM ― SINK FAUCETS = 1.2 GPM
·MINIMUM SHOWER SIZE IS 1024 SQUARE INCHES (30” CIRCLE). [CPC 408.6] SHOWER WITHOUT THRESHOLD SHALL BE
CONSIDERED A WET LOCATION AND SHALL COMPLY WITH CALIFORNIA BUILDING, RESIDENTIAL, AND ELECTRICAL CODES.
•SITE BUILT SHOWER STALLS SHALL COMPLY WITH CPC 408.7.
•STALL SHOWER DOOR TO PROVIDE A MIN. OF 22” WIDE UNOBSTRUCTED OPENING. [CPC408.5].
•TOILET AND/OR BIDET REQUIRE A TOTAL MINIMUM 30” CLEAR SPACE, 15” FROM THE CENTER OF THE FIXTURE TO THE
WALL, AND A MINIMUM OF 24” CLEAR SPACE IN FRONT OF THE FIXTURE. [CPC 402.5]
•WHEN ADDITIONAL WATER CLOSETS (TOILETS) ARE INSTALLED, A MAXIMUM OF 5 WATER CLOSETS ARE ALLOWED ON A
3” WASTE LINE. [TABLE 703.2, NOTE 4]
•THE HOT WATER VALVE SHALL BE INSTALLED ON THE LEFT SIDE. [CPC 417.5]
•A MINIMUM 12” X 12” ACCESS PANEL IS REQUIRED WHEN A SLIP JOINT P-TRAP WASTE & OVERFLOW IS PROVIDED.
[402.10]
•WHERE PLUMBING FEATURES (WATER CLOSETS, TUBS, ETC.) COMES INTO CONTACT WITH THE WALL OR FLOOR, THE
JOINT SHALL BE CAULKED AND SEALED TO BE WATERTIGHT. [CPC 402.2]
ELECTRICAL
·PROVIDE A 20 AMP GFCI PROTECTED ELECTRICAL OUTLET WITHIN 36” OF THE OUTSIDE EDGE OF EACH BATHROOM SINK
BASIN. OUTLET SHALL BE LOCATED ON A WALL OR ARTITION THAT IS ADJACENT TO THE BASIN OR INSTALLED ON THE
SIDE OR FACE OF THE ASIN CABINET NOT MORE THAN 12” BELOW THE COUNTERTOP. [CEC 210.52(D)]
·RECEPTACLES SHALL BE LISTED AS TAMPER-RESISTANT.
·A MINIMUM OF ONE (1) 20-AMP CIRCUIT IS REQUIRED FOR BATHROOMS. SUCH CIRCUITS SHALL HAVE NO OTHER
OUTLETS. THIS CIRCUIT MAY SERVE MORE THAN ONE BATHROOM. [CEC 210.52(D)] & [CEC 210.11(C)(3)]
·NO PENDANT LIGHT FIXTURES IN ZONE, 3 FT. AWAY AND 8 FT. ABOVE THE BATHTUB OR SHOWER. [CEC 410.10(D)]
·LUMINARIES LOCATED WITHIN THE ACTUAL OUTSIDE DIMENSIONS OF THE TUB, SHOWER, AND CEILING SUSPENDED
PADDLE FANS, UP TO 8 FEET VERTICALLY FROM THE TOP OF THE BATHTUB RIM OR SHOWER THRESHOLD, SHALL BE
MARKED AS SUITABLE FOR DAMP LOCATIONS, PROVIDED WITH A SOLID LENS AND BE GFCI PROTECTED. [CEC 410.10(D)]
·BATHROOM LIGHTING SHALL BE HIGH EFFICACY LUMINARIES IN ACCORDANCE WITH TABLE 150.0-A OF 2022
CALIFORNIA ENERGY CODE AND HAVE AT LEAST ONE LUMINAIRE IN EACH SPACE CONTROLLED BY A VACANCY SENSOR
150.0(K)2C.
·RECESSED LUMINARIES INSTALLED IN AN INSULATED CEILING SHALL BE IC RATED (ZERO CLEARANCE) AND AT RATED
(AIR TIGHT) AND SHALL BE SEALED AND/OR GASKET BETWEEN CEILING AND HOUSING. FOR OCCUPANCIES WITH A
HORIZONTAL (FLOOR/CEILINg ASSEMBLY) RATED SEPARATION, THE RECESSED FIXTURES SHALL BE PROTECTED TO THE
RATING OF THE SEPARATION (1 HOUR) OR BE LISTED FOR THE REQUIRED PROTECTION. THIS GENERALLY APPLIED TO
RESIDENTIAL CONDOMINIUM CONSTRUCTION WHERE UNITS ARE ABOVE OR BELOW OTHER UNITS.
·HYDRO-MASSAGE TUBS (I.E. JACUZZI TUBS) SHALL HAVE ACCESS TO THE MOTOR, BE SUPPLIED BY A GFCI PROTECTED
DEDICATED CIRCUIT, AND LISTED BY A RECOGNIZED TESTING AGENCY. ALL PIPING, FITTING, METAL CABLES OR OTHER
METAL SURFACES, WITHIN 5 FEET OF THE INSIDE WALL OF THE HYDRO-MASSAGE TUB SHALL BE PROPERLY BONDED.
HYDRO-MASSAGE TUBS SHALL BE BONDED WITH A MINIMUM #8 AWG BARE COPPER WIRE AND THE BONDING SHALL BE
ACCESSIBLE. [CEC 680.60]
ALL RECESSED DOWNLIGHT LUMINARIES SHALL BE IN ACCORDANCE WITH REFERENCE JOINT APPENDIX JA8 AND BE
MARKED AS MEETING JA8.
KITCHEN NOTESBATHROOM NOTES
WHIRLPOOL/SPA TUBS
•WHIRLPOOL (SPA) BATHTUBS SHALL HAVE A READILY ACCESSIBLE ACCESS PANEL. [CPC 409.6]
•THE CIRCULATION PUMP SHALL BE LOCATED ABOVE THE CROWN WEIR OF THE TRAP. [CPC 409.6]
•THE PUMP AND THE CIRCULATION PIPING SHALL BE SELF-DRAINING TO MINIMIZE WATER RETENTION. [CPC 409.6]
•SUCTION FITTINGS ON WHIRLPOOL BATHTUBS SHALL COMPLY WITH THE LISTED STANDARDS. [CPC 409.6]
•FLEXIBLE PVC HOSES AND TUBING FOR WHIRLPOOL BATHTUBS MUST COMPLY WITH IAPMOZ1033. [409.6.1]
BIDETS
•THE WATER SUPPLY SHALL BE PROTECTED WITH AIR GAP OR VACUUM BREAKER. [CPC 410.2]
•THE MAXIMUM HOT WATER TEMPERATURE DISCHARGING FROM A BIDET IS LIMITED TO 110 DEGREES BY A DEVICE THAT
CONFORMS TO ASSE 1070/ASME A112.1070/CSA B125.70 OR CSA B125.3 OR A WATER HEATER CONFORMING TO
ASSE 1084 [CPC 410.3].
PLUMBING FIXTURE REPLACEMENT:
EFFECTIVE JANUARY 1, 2014, SENATE BILL (SB) 407 AND CALIFORNIA CIVIL CODE SECTION 1101.1-1101.8 REQUIRES ALL
NONCOMPLIANT PLUMBING FIXTURES TO BE REPLACED WITH WATER-CONSERVING PLUMBING FIXTURES WHEN BUILDING IS
UNDERGOING ALTERATIONS OR IMPROVEMENTS IF THE RESIDENTIAL PROPERTY WAS BUILT AND AVAILABLE FOR USE ON OR
BEFORE JANUARY 1, 1994. PLEASE REFER TO “PLUMBING FIXTURE REPLACEMENT (SB407) REQUIREMENTS AND POLICY” TO
DETERMINE IF THE PROJECT REQUIRES COMPLIANCE.
SMOKE ALARMS & CARBON MONOXIDE ALARMS:
AGING-IN PLACE REQUIREMENTS
a.DOORBELL BUTTONS - DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES
ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL BUTTON ASSEMBLY. WHERE
DOORBELL BUTTONS INTEGRATED WITH OTHER FEATURES ARE REQUIRED TO BE INSTALLED ABOVE 48 INCHES
MEASURED FROM THE EXTERIOR FLOOR OR LANDING, A STANDARD DOORBELL BUTTON OR CONTROL SHALL ALSO
BE PROVIDED AT A HEIGHT NOT EXCEEDING 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM
THE TOP OF THE DOORBELL BUTTON OR CONTROL. (CRC R327.1.4)
b.ELEMENTS - AT LEAST ONE BATHROOM ON THE ENTRY LEVEL (SEE DEFINITION) SHALL BE PROVIDED WITH
REINFORCEMENT INSTALLED IN ACCORDANCE WITH CRC R327.1. WHERE THERE IS NO BATHROOM ON THE ENTRY
LEVEL, AT LEAST ONE BATHROOM ON THE SECOND OR THIRD FLOOR OF THE DWELLING SHALL COMPLY WITH CRC
R327.1.
a.REINFORCEMENT SHALL BE SOLID LUMBER OR OTHER CONSTRUCTION MATERIALS APPROVED BY THE ENFORCING
AGENCY.
b.REINFORCEMENT SHALL NOT BE LESS THAN 2X8 NOMINAL LUMBER (1-1/2 INCH BY 7-1/4 INCH ACTUAL
DIMENSION) OR OTHER CONSTRUCTION MATERIAL PROVIDING EQUAL HEIGHT AND LOAD CAPACITY.
REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES AND 39-1/4 INCHES ABOVE THE FINISHED FLOOR FLUSH
WITH THE WALL FRAMING.
c.WATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE WALLS OF THE FIXTURE, OR ONE SIDE WALL
AND THE BACK WALL.
d.SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED.
e.BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE
BATHTUB AND THE BACK WALL. ADDITIONALLY, BACK WALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE
PROVIDED WITH THE BOTTOM EDGE LOCATED NO MORE THAN 6 INCHES ABOVE THE BATHTUB RIM.
EXCEPTIONS:
i.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.
ii.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.
iii.SHOWER ENCLOSURES THAT DO NOT PERMIT INSTALLATION OF REINFORCEMENT AND/OR GRAB BARS SHALL BE
PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED GRAB BARS OR AN ALTERNATE
METHOD IS APPROVED BY THE ENFORCING AGENCY.
iv.BATHTUBS WITH NO SURROUNDING WALLS, OR WHERE WALL PANELS DO NOT PERMIT THE INSTALLATION OF
REINFORCEMENT SHALL BE PERMITTED, PROVIDED REINFORCEMENT FOR INSTALLATION OF FLOOR-MOUNTED
GRAB BARS ADJACENT TO THE BATHTUB OR AN ALTERNATE METHOD IS APPROVED BY THE ENFORCING AGENCY.
v.REINFORCEMENT OF FLOORS SHALL NOT BE REQUIRED FOR BATHTUBS AND WATER CLOSETS INSTALLED ON
CONCRETE SLAB FLOORS.
c.DOCUMENTATION FOR GRAB BAR REINFORCEMENT - 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
R327.1.1.1)
d.ELECTRICAL RECEPTACLE OUTLET, SWITCH AND CONTROL HEIGHTS - ELECTRICAL RECEPTACLE OUTLETS,
SWITCHES, AND CONTROLS (INCLUDING CONTROLS FOR HEATING, VENTILATION AND AIR CONDITIONING) INTENDED
TO BE USED BY OCCUPANTS SHALL BE LOCATED NO MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE
OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE
FINISH FLOOR. PLEASE INDICATE ON THE PLANS. (CRC R327.1.2)
EXCEPTIONS:
i.DEDICATED RECEPTACLE OUTLETS; FLOOR RECEPTACLE OUTLETS; CONTROLS MOUNTED ON CEILING FANS AND
CEILING LIGHTS; AND CONTROLS LOCATED ON APPLIANCES.
ii.RECEPTACLE OUTLETS REQUIRED BY THE CALIFORNIA ELECTRICAL CODE ON A WALL SPACE WHERE THE DISTANCE
BETWEEN THE FINISHED FLOOR AND A BUILT-IN FEATURE ABOVE THE FINISH FLOOR, SUCH AS A WINDOW, IS LESS
THAN 15 INCHES.
N.T.S.
1'-1/2"
GRAB BAR DETAIL (SIDE VIEW)
GYPSUM BOARD
2x8 SOLID WOOD
BLOCKING
2x WOOD STUD
ESCUTCHEON PLATE
21 2" LONG S.S.
FASTENER
(SCREWS)
2x WOOD STUD
2x8 SOLID WOOD BLOCKING
21 2" LONG S.S.
FASTENER (SCREWS)
ESCUTCHEON PLATE
1-1/4 " TO 2"
NOMINAL
DIAMETER
21
2"
-
3
"
GRAB BAR DETAIL (FRONT VIEW)
GYPSUM BOARD
NOMINAL
DIAMETER
1-1/4 " TO 2"
GRAB BAR REINFORCEMENT
ELEVATION VIEW
N.T.S.
ELECTRIC READY REQUIREMENTS
A. WATER HEATING SYSTEM - REQUIREMENT FOR ACCOMMODATION FOR FUTURE HEAT PUMP WATER HEATER -
SYSTEMS USING GAS OR PROPANE WATER HEATERS TO SERVE INDIVIDUAL DWELLING UNITS SHALL DESIGNATE A
SPACE AT LEAST 2.5 FEET BY 2.5 FEET WIDE AND 7 FEET TALL SUITABLE FOR THE FUTURE INSTALLATION OF A HEAT
PUMP WATER HEATER (HPWH) BY MEETING EITHER A OR B BELOW. ALL ELECTRICAL COMPONENTS SHALL BE
INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE: (CENC 150.0(N)(1))
I. IF THE DESIGNATED SPACE IS WITHIN 3 FEET FROM THE WATER HEATER, THEN THIS SPACE SHALL INCLUDE THE
FOLLOWING:
1.A DEDICATED 125 VOLT, 20 AMP ELECTRICAL RECEPTACLE THAT IS CONNECTED TO THE ELECTRIC PANEL WITH
A 120/240 VOLT 3 CONDUCTOR, 10 AWG COPPER BRANCH CIRCUIT, WITHIN 3 FEET FROM THE WATER HEATER
AND ACCESSIBLE TO THE WATER HEATER WITH NO OBSTRUCTIONS; AND
2.BOTH ENDS OF THE UNUSED CONDUCTOR SHALL BE LABELED WITH THE WORD "SPARE" AND BE ELECTRICALLY
ISOLATED; AND
3.A RESERVED SINGLE POLE CIRCUIT BREAKER SPACE IN THE ELECTRICAL PANEL ADJACENT TO THE CIRCUIT
BREAKER FOR THE BRANCH CIRCUIT IN A ABOVE AND LABELED WITH THE WORDS "FUTURE 240V USE"; AND
4.A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER
HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE.
II. IF THE DESIGNATED SPACE IS MORE THAN 3 FEET FROM THE WATER HEATER, THEN THIS SPACE SHALL INCLUDE
THE FOLLOWING:
1.A DEDICATED 240 VOLT BRANCH CIRCUIT SHALL BE INSTALLED WITHIN 3 FEET FROM THE DESIGNATED SPACE.
THE BRANCH CIRCUIT SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS
"240V READY"; AND
2.THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF
A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE HPWH INSTALLATION. THE RESERVED SPACE SHALL BE
PERMANENTLY MARKED AS "FOR FUTURE 240V USE"; AND
3.EITHER A DEDICATED COLD WATER SUPPLY, OR THE COLD WATER SUPPLY SHALL PASS THROUGH THE
DESIGNATED HPWH LOCATION JUST BEFORE REACHING THE GAS OR PROPANE WATER HEATER; AND
4.THE HOT WATER SUPPLY PIPE COMING OUT OF THE GAS OR PROPANE WATER HEATER SHALL BE ROUTED
FIRST THROUGH THE DESIGNATED HPWH LOCATION BEFORE SERVING ANY FIXTURES; AND
5.THE HOT AND COLD WATER PIPING AT THE DESIGNATED HPWH LOCATION SHALL BE EXPOSED AND READILY
ACCESSIBLE FOR FUTURE INSTALLATION OF AN HPWH; AND
6.A CONDENSATE DRAIN THAT IS NO MORE THAN 2 INCHES HIGHER THAN THE BASE OF THE INSTALLED WATER
HEATER, AND ALLOWS NATURAL DRAINING WITHOUT PUMP ASSISTANCE.
B. ENERGY STORAGE SYSTEMS (ESS) READY. ALL SINGLE-FAMILY RESIDENCES THAT INCLUDE ONE OR TWO DWELLING
UNITS SHALL MEET THE FOLLOWING. ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
THE CALIFORNIA ELECTRICAL CODE: (CENC 150.0(S))
I. AT LEAST ONE OF THE FOLLOWING SHALL BE PROVIDED:
1.ESS READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED-UP CAPACITY OF 60 AMPS AND A MINIMUM
OF FOUR ESS-SUPPLIED BRANCH CIRCUITS, OR
2.A DEDICATED RACEWAY FROM THE MAIN SERVICE TO A PANELBOARD (SUBPANEL) THAT SUPPLIES THE BRANCH
CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN SERVICE
PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1
INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS (SUBPANEL) MUST BE LABELED "SUBPANEL
SHALL INCLUDE ALL BACKED-UP LOAD CIRCUITS."
II A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED
AT A SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE
REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND AT
LEAST ONE CIRCUIT SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET.
III THE MAIN PANELBOARD SHALL HAVE A MINIMUM BUSBAR RATING OF 225 AMPS.
IV SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION
EQUIPMENT/TRANSFER SWITCH WITHIN 3 FEET OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED
BETWEEN THE PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE
CONNECTION OF BACKUP POWER SOURCE.
C. ELECTRIC COOKTOP READY. SYSTEMS USING GAS OR PROPANE COOKTOP TO SERVE INDIVIDUAL DWELLING UNITS
SHALL INCLUDE THE FOLLOWING: (CENC 150.0(U))
i.A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE COOKTOP AND
ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE RATED AT
50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." ALL ELECTRICAL COMPONENTS
SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE.
ii.THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A
DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC COOKTOP INSTALLATION. THE RESERVED SPACE SHALL
BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE."
D.ELECTRIC CLOTHES DRYER READY. CLOTHES DRYER LOCATIONS WITH GAS OR PROPANE PLUMBING TO SERVE
INDIVIDUAL DWELLING UNITS SHALL INCLUDE THE FOLLOWING: (CENC 150.0(V))
i.A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES DRYER
LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT
CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY."
ALL ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE.
ii.THE MAIN ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE
INSTALLATION OF A DOUBLE POLE CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER
INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED AS "FOR FUTURE 240V USE.
MECHANICAL
PLUMBING
SMOKE / CARBON MONOXIDE ALARMS
·KITCHEN RENOVATIONS (PROJECTS OVER $1,000) WILL REQUIRE THE SMOKE AND CARBON MONOXIDE ALARMS FOR
THE DWELLING TO MEET THE CURRENT CODE (CRC SECTIONS R314 AND R315).
·SMOKE ALARMS ARE REQUIRED IN ALL SLEEPING ROOMS, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS, ON EACH FLOOR LEVEL INCLUDING BASEMENTS AND HABITABLE ATTICS, BUT NO INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS.
·CARBON MONOXIDE ALARMS ARE REQUIRED IN DWELLING UNITS AND SLEEPING UNITS WHEN FUEL-BURNING
APPLIANCES ARE INSTALLED AND/OR DWELLING UNITS HAVE ATTACHED GARAGES. EITHER CONDITION REQUIRES THE
ALARMS.
·WHEN MORE THAN ONE ALARM OF EITHER TYPE IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT,
THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE ALARM WILL ACTIVATE
ALL THE OTHER ALARMS.
·IN EXISTING CONDITIONS, ALARMS MAY BE BATTERY OPERATED WHEN THE REPAIRS OR ALTERATIONS DO NOT RESULT
IN THE REMOVAL OF THE WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC, BASEMENT OR
CRAWLSPACE.
·MULTIPURPOSE ALARMS THAT COMBINE BOTH A SMOKE ALARM AND CARBON MONOXIDE ALARM SHALL COMPLY WITH
ALL APPLICABLE STANDARDS OF BOTH CRC SECTIONS R314 AND R315 AND BE LISTED BY THE OFFICE OF THE STATE
FIRE MARSHAL.
ALTERATION AND/OR RENOVATION OF THE KITCHEN TRIGGER THE UPGRADE TO CURRENT MECHANICAL CODES COMPLIANCE
CONSISTING OF THE FOLLOWING:
·A DUCTED RESIDENTIAL EXHAUST HOOD IS REQUIRED. A METAL, SMOOTH INTERIOR SURFACE DUCT REQUIRED ON VENT
HOOD OR DOWN DRAFT EXHAUST VENT. ALUMINUM OR STEEL FLEX DUCT NOT APPROVED. PROVIDE A BACK DRAFT
DAMPER (CMC 504.3).
·DUCTS FOR DOMESTIC DOWNDRAFT GRILL/RANGE VENTILATION INSTALLED UNDER A CONCRETE SLAB MAY BE OF
APPROVED SCHEDULE 40 PVC PROVIDED: O THE UNDER FLOOR TRENCH IN WHICH THE DUCT IS INSTALLED SHALL BE
COMPLETELY BACKFILLED WITH SAND OR GRAVEL. O NOT MORE THAN 1“ OF 6” DIAMETER THE PVC COUPLING MAY
PROTRUDE ABOVE THE FLOOR SURFACE. O PVC PIPE JOINTS SHALL BE SOLVENT CEMENTED TO PROVIDE AN AIR AND
GREASE TIGHT DUCT. O THE DUCT SHALL TERMINATE ABOVE GRADE OUTSIDE THE BUILDING AND SHALL BE EQUIPPED
WITH A BACK DRAFT DAMPER.
·MINIMUM 30” VERTICAL CLEARANCE TO COMBUSTIBLES FROM COOK TOP SURFACE IS REQUIRED (CMC 920.3.2).
·KITCHEN LOCAL EXHAUST VENTILATION REQUIRES A MINIMUM RATE OF 100 CFM MEETING THE REQUIREMENTS OF
ASHRA 62.2. THIS INCLUDES A MAXIMUM SOUND RATING OF 3 SONE @ 100 CFM (TABLE 403.7). RECIRCULATION TYPES
ARE NOT ALLOWED BY CODE.
·THE SIZE AND LENGTH OF THE DUCTING MUST BE DETAILED ON THE PLAN.
ALTERATIONS THAT DO NOT REPLACE OR RELOCATE THE EXISTING FAN OR WHEN THE CEILING FINISHES ARE NOT REMOVED
AND/OR THERE IS NO ACCESS AVAILABLE FOR THE INSTALLATION OF AN EXHAUST FAN, MAY CONTINUE TO USE THE EXISTING
EXHAUST FANS PROVIDED THEY VENT TO THE OUTSIDE AIR. KITCHENS THAT DO NOT INCLUDE AN EXISTING FAN MUST INSTALL
A COMPLIANT FAN AT THE TIME OF THE RENOVATION. A RECIRCULATING TYPE HOOD IS NOT AN APPROVED INSTALLATION.
IN SOME CASES, THE DESIGN OF THE STRUCTURE WILL NOT ALLOW THE INSTALLATION OF A DUCT, TYPICALLY IN A
MULTI-FAMILY UNIT (CONDO). IN THESE CASES AN EXEMPTION MAY BE APPLIED FOR USING THE RESIDENTIAL REQUEST FOR
MODIFICATION APPLICATION AND APPROVAL IS BASED ON A REVIEW BY THE BUILDING OFFICIAL.
ALTERATION AND/OR RENOVATION OF THE KITCHEN ARE REQUIRED TO MEET THE CURRENT PLUMBING CODES. ALTHOUGH
EACH PROJECT IS UNIQUE, THE BASIC REQUIREMENTS CONSIST OF THE FOLLOWING:
·A GAS TEST IS REQUIRED ON PIPING MODIFICATIONS (10 PSI FOR 15 MINUTES). A MAXIMUM 15 PSI GAUGE IS REQUIRED
FOR THE GAS TEST.
·GAS LINES THAT RUN UNDER A SLAB SHALL RUN THROUGH AN APPROVED, VENTED, GAS TIGHT CONDUIT (CPC 1210.1.6).
·AN ACCESSIBLE SHUTOFF VALVE, FLEX GAS APPLIANCE CONNECTOR FOLLOWED BY A “TEE” SEDIMENT TAP IS THE
ORDER OF INSTALLATION PRIOR TO EACH APPLIANCE IN ADDITION TO ANY VALVE ON THE APPLIANCE (CPC 1212.6 AND
1212.9).
·PROVIDE MAXIMUM 6’ LONG LISTED GAS FLEXIBLE CONNECTOR AND SHUT OFF TO A FREE STANDING RANGE
(CPC1212.6).
·A LISTED AIR GAP IS REQUIRED FOR THE DISHWASHER DRAIN (CPC 807.3); A LOOP PROVIDED INSIDE THE CABINET IS
NOT APPROVED WITHIN THE CITY OF DANA POINT.
·THE MAXIMUM FLOW RATE FOR THE SINK FAUCETS IS 1.8 GPM @ 60 PSI (CGC 4.303.1.4.4).
·AN AIR ADMITTANCE VALVE IS NOT APPROVED FOR INSTALLATION OR USE INSIDE THE DWELLING.
ELECTRICAL
ALTERATION AND/OR RENOVATION OF THE KITCHEN TRIGGER THE UPGRADE TO CURRENT ELECTRICAL CODE COMPLIANCE
CONSISTING OF THE FOLLOWING:
·ALL KITCHEN COUNTERTOP OUTLETS SHALL BE GFCI & ARC-FAULT PROTECTED (CEC 210.8(A)(6) & 210.12(A)).
·RECEPTACLES AND REPLACEMENT RECEPTACLES SHALL BE LISTED AS TAMPER-RESISTANT (CEC 406.4(D)(5) AND
210.1.2).
·12” OR WIDER COUNTERTOPS REQUIRE AN OUTLET (CEC 210.52(C)).
·OUTLETS ARE REQUIRED WITHIN 24” OF ANY LOCATION ALONG THE COUNTERTOP (CEC210.52(C)(1)).
·KITCHEN OUTLETS MUST BE POSITIONED A MAXIMUM 20” ABOVE COUNTERTOP (CEC 210.52(C)(3)(1)).
·APPLIANCE GARAGE OUTLETS ARE NOT COUNTED AS A REQUIRED COUNTERTOP OUTLETS (CEC 210.52)(C)(3)).
·APPLIANCES AND SINKS BREAK UP THE COUNTERTOP RUN, REQUIRING EACH SIDE TO COMPLY INDIVIDUALLY
(CEC210.52(C)4).
·ISLANDS ARE TO HAVE A MINIMUM OF ONE RECEPTACLE FOR FIRST 9 SQUARE FEET AND A SECOND RECEPTACLE FOR
EVERY ADDITIONAL 18 SQUARE FEET.
·THE ELECTRICAL OUTLET REQUIREMENTS INCLUDE ISLANDS, PENINSULAS, KITCHEN DESKTOPS, WET BARS, AND
SERVING BARS. A LARGE WINDOW ACROSS THE BACK OF A SINK OR LACK OF A BACK SPLASH DOES NOT EXEMPT THE
COUNTERTOP FROM THE OUTLET REQUIREMENTS. THESE OUTLETS MAY BE IN A DROP FRONT CABINET FACE, UNDER
CABINET PLUG STRIP, POP UP OR TOMBSTONE TYPE RECEPTACLE (CEC 210.52(C)(2), (3)).
·2 – 20 AMP SMALL APPLIANCE BRANCH CIRCUITS ARE REQUIRED FOR KITCHENS. THE LOADS SHALL BE BALANCED AND
HAVE NO OTHER OUTLETS (210.52(B)(1),(2)).
·INDIVIDUAL DEDICATED CIRCUITS ARE REQUIRED FOR ALL MAJOR APPLIANCES (210.11(C)(1) & 422.10(A)).
·THE GARBAGE DISPOSAL CORD IS LIMITED TO A RANGE OF 18” TO 36” LONG (CEC 422.16(B)(1)).
·THE DISHWASHER CORD IS LIMITED TO A RANGE OF 36” TO 78” LONG. SHEATHED CABLE (ROMEX) MAY NOT BE
INSTALLED WITH A PLUG. IT IS NOT AN APPROVED FLEXIBLE CORD (CEC 422.16(B)(2)).
·A 20 AMP BRANCH CIRCUIT MAY BE PROVIDED FOR THE DISHWASHER AND DISPOSAL (CEC 210.23). THIS RECEPTACLE
SHALL BE GFCI AND AFCI PROTECTED (CEC 422.5(A)(7)).
·A MINIMUM 20 AMP BRANCH CIRCUIT (SEPARATE CIRCUIT) IS REQUIRED FOR THE MICROWAVE OR MICROWAVE HOOD
COMBINATION.
·IF USING A SPLIT OUTLET (2 CIRCUITS ON THE SAME YOLK) FOR DISHWASHER/DISPOSAL, PROVIDE A LISTED HANDLE TIE
AT THE 2 CIRCUIT BREAKERS AT THE PANEL (CEC 210.7(B)).
·RESIDENTIAL KITCHEN LIGHTING IS REQUIRED TO MEET THE ENERGY EFFICIENCY STANDARDS. PROVIDE A LIGHTING
SCHEDULE TO VERIFY COMPLIANCE (150(K) CALIFORNIA ENERGY CODE).
·IC (DIRECT CONTACT) AND AT (AIR TIGHT) RATED CANS ARE REQUIRED FOR RECESSED LIGHTING IF INSTALLED IN AN
INSULATED CEILING. FOR OCCUPANCIES WITH A HORIZONTAL (FLOOR/CEILING ASSEMBLY) RATED SEPARATION, THE
RECESSED FIXTURES SHALL BE PROTECTED TO THE RATING OF THE SEPARATION (1 HOUR) OR BE LISTED FOR THE
REQUIRED PROTECTION. THIS GENERALLY APPLIES TO RESIDENTIAL CONDOMINIUM CONSTRUCTION WHERE UNITS ARE
ABOVE OR BELOW OTHER UNITS. (EXCEPTION FROM 150(K)(1)(CII AND III))
·HIGH-EFFICACY RECESSED LIGHTING WHEN USED TO COMPLY WITH THE LIGHTING REQUIREMENTS MUST BE OF A PIN
BASE TYPE DESIGN. INCANDESCENT SCREW TYPE BASE ARE NOT APPROVED.
2X8 WD BLOCKING
3'-0" OR ENTIRE WALL
(IF LESS THAN 3'-0")
SIDE WALL
32
"
39
1
/
4
"
BACK WALL
2X8 WD BLOCKING
3'-0" OR ENTIRE WALL
(IF LESS THAN 3'-0")
32
"
39
1
/
4
"
·BATHROOM REMODELS WILL REQUIRE THE SMOKE AND CARBON MONOXIDE ALARMS FOR THE DWELLING TO MEET THE
CURRENT CODE PRIOR TO THE FINAL INSPECTION AS FOLLOWS: [CRC R314 & R315]
·SMOKE ALARMS ARE REQUIRED IN ALL SLEEPING ROOMS, OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY
OF THE BEDROOMS, ON EACH FLOOR LEVEL INCLUDING BASEMENTS AND HABITABLE ATTICS, BUT NOT INCLUDING
CRAWL SPACES AND UNINHABITABLE ATTICS.
·CARBON MONOXIDE ALARMS ARE REQUIRED IN DWELLING UNITS AND SLEEPING UNITS WHEN FUEL-BURNING
APPLIANCES ARE INSTALLED, AND/OR DWELLING UNITS HAVE ATTACHED GARAGES. EITHER CONDITION REQUIRES
ALARMS.
·WHEN MORE THAN ONE ALARM OF EITHER TYPE IS REQUIRED TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT,
THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A MANNER THAT ACTIVATION OF ONE ALARM WILL ACTIVATE
ALL THE OTHER ALARMS.
·IN EXISTING CONDITIONS, ALARMS MAY BE BATTERY OPERATED WHEN THE REPAIRS OR ALTERATIONS DO NOT RESULT
IN THE REMOVAL OF THE WALL AND CEILING FINISHES OR THERE IS NO ACCESS BY MEANS OF AN ATTIC, BASEMENT OR
CRAWLSPACE.
·MULTIPURPOSE ALARMS THAT COMBINE BOTH A SMOKE ALARM AND CARBON MONOXIDE ALARM SHALL COMPLY WITH
ALL APPLICABLE STANDARDS OF BOTH CRC SECTIONS R314 AND R315 AND BE LISTED BY THE OFFICE OF THE STATE
FIRE MARSHAL.
·SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL217. COMBINATION SMOKE AND CARBON MONOXIDE
ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL217AND UL2034.
·SMOKE ALARM SHALL NOT BE INSTALLED LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A
BATHROOM THAT CONTAINS A BATHTUB OR SHOWER [R314.3]
627 S Shelton St &
#212/4/2024
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
06-21-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
BEST MANAGEMENT
PRACTICES
G-4
Gravel Bag Berm SE-6
Categories
EC Erosion Control
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control
NS
WM
Non-Stormwater
Management Control
Waste Management and
Materials Pollution Control
Legend:
Primary Category
Secondary Category
Description and Purpose
A gravel bag berm is a series of gravel-filled bags placed on a
level contour to intercept sheet flows. Gravel bags pond sheet
flow runoff, allowing sediment to settle out, and release runoff
slowly as sheet flow, preventing erosion.
Suitable Applications
Gravel bag berms may be suitable:
As a linear sediment control measure:
- Below the toe of slopes and erodible slopes
- As sediment traps at culvert/pipe outlets
- Below other small cleared areas
- Along the perimeter of a site
- Down slope of exposed soil areas
- Around temporary stockpiles and spoil areas
- Parallel to a roadway to keep sediment off paved areas
- Along streams and channels
As a linear erosion control measure:
- Along the face and at grade breaks of exposed and
erodible slopes to shorten slope length and spread
runoff as sheet flow.
May 2011 California Stormwater BMP Handbook Portal
Construction
www.casqa.org
1 of 4
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Potential Alternatives
SE-1 Silt Fence
SE-5 Fiber Roll
SE-8 Sandbag Barrier
SE-12 Temporary Silt Dike
SE-14 Biofilter Bags
If User/Subscriber modifies this fact
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removed from each page and not
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Gravel Bag Berm SE-6
- At the top of slopes to divert runoff away from disturbed slopes.
- As chevrons (small check dams) across mildly sloped construction roads. For use check
dam use in channels, see SE-4, Check Dams.
Limitations
Gravel berms may be difficult to remove.
Removal problems limit their usefulness in landscaped areas.
Gravel bag berm may not be appropriate for drainage areas greater than 5 acres.
Runoff will pond upstream of the berm, possibly causing flooding if sufficient space does not
exist.
Degraded gravel bags may rupture when removed, spilling contents.
Installation can be labor intensive.
Durability of gravel bags is somewhat limited and bags may need to be replaced when
installation is required for longer than 6 months.
Easily damaged by construction equipment.
When used to detain concentrated flows, maintenance requirements increase.
Implementation
General
A gravel bag berm consists of a row of open graded gravel-filled bags placed on a level contour.
When appropriately placed, a gravel bag berm intercepts and slows sheet flow runoff, causing
temporary ponding. The temporary ponding allows sediment to settle. The open graded gravel
in the bags is porous, which allows the ponded runoff to flow slowly through the bags, releasing
the runoff as sheet flows. Gravel bag berms also interrupt the slope length and thereby reduce
erosion by reducing the tendency of sheet flows to concentrate into rivulets, which erode rills,
and ultimately gullies, into disturbed, sloped soils. Gravel bag berms are similar to sand bag
barriers, but are more porous. Generally, gravel bag berms should be used in conjunction with
temporary soil stabilization controls up slope to provide effective erosion and sediment control.
Design and Layout
Locate gravel bag berms on level contours.
When used for slope interruption, the following slope/sheet flow length combinations apply:
- Slope inclination of 4:1 (H:V) or flatter: Gravel bags should be placed at a maximum
interval of 20 ft, with the first row near the slope toe.
- Slope inclination between 4:1 and 2:1 (H:V): Gravel bags should be placed at a maximum
interval of 15 ft. (a closer spacing is more effective), with the first row near the slope toe.
May 2011 California Stormwater BMP Handbook Portal
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2 of 4
Gravel Bag Berm SE-6
Slope inclination 2:1 (H:V) or greater: Gravel bags should be placed at a maximum
interval of 10 ft. (a closer spacing is more effective), with the first row near the slope toe.
Turn the ends of the gravel bag barriers up slope to prevent runoff from going around the
berm.
Allow sufficient space up slope from the gravel bag berm to allow ponding, and to provide
room for sediment storage.
For installation near the toe of the slope, gravel bag barriers should be set back from the
slope toe to facilitate cleaning. Where specific site conditions do not allow for a set-back, the
gravel bag barrier may be constructed on the toe of the slope. To prevent flows behind the
barrier, bags can be placed perpendicular to a berm to serve as cross barriers.
Drainage area should not exceed 5 acres.
In Non-Traffic Areas:
- Height = 18 in. maximum
- Top width = 24 in. minimum for three or more layer construction
- Top width = 12 in. minimum for one or two layer construction
- Side slopes = 2:1 (H:V) or flatter
In Construction Traffic Areas:
- Height = 12 in. maximum
- Top width = 24 in. minimum for three or more layer construction.
- Top width = 12 in. minimum for one or two layer construction.
- Side slopes = 2:1 (H:V) or flatter.
Butt ends of bags tightly.
On multiple row, or multiple layer construction, overlap butt joints of adjacent row and row
beneath.
Use a pyramid approach when stacking bags.
Materials
Bag Material: Bags should be woven polypropylene, polyethylene or polyamide fabric or
burlap, minimum unit weight of 4 ounces/yd2, Mullen burst strength exceeding 300 lb/in2 in
conformance with the requirements in ASTM designation D3786, and ultraviolet stability
exceeding 70% in conformance with the requirements in ASTM designation D4355.
May 2011 California Stormwater BMP Handbook Portal
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3 of 4
Gravel Bag Berm SE-6
Bag Size: Each gravel-filled bag should have a length of 18 in., width of 12 in., thickness of
3 in., and mass of approximately 33 lbs. Bag dimensions are nominal, and may vary based
on locally available materials.
Fill Material: Fill material should be 0.5 to 1 in. crushed rock, clean and free from clay,
organic matter, and other deleterious material, or other suitable open graded, non-cohesive,
porous gravel.
Costs
Material costs for gravel bags are average and are dependent upon material availability. $2.50-
3.00 per filled gravel bag is standard based upon vendor research.
Inspection and Maintenance
BMPs must be inspected in accordance with General Permit requirements for the associated
project type and risk level. It is recommended that at a minimum, BMPs be inspected
weekly, prior to forecasted rain events, daily during extended rain events, and after the
conclusion of rain events.
Gravel bags exposed to sunlight will need to be replaced every two to three months due to
degrading of the bags.
Reshape or replace gravel bags as needed.
Repair washouts or other damage as needed.
Sediment that accumulates in the BMP should be periodically removed in order to maintain
BMP effectiveness. Sediment should be removed when the sediment accumulation reaches
one-third of the barrier height.
Remove gravel bag berms when no longer needed and recycle gravel fill whenever possible
and properly dispose of bag material. Remove sediment accumulation and clean, re-grade,
and stabilize the area.
References
Handbook of Steel Drainage and Highway Construction, American Iron and Steel Institute,
1983.
Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual,
State of California Department of Transportation (Caltrans), March 2003.
Stormwater Pollution Plan Handbook, First Edition, State of California, Department of
Transportation Division of New Technology, Materials and Research, October 1992.
Erosion and Sediment Control Manual, Oregon Department of Environmental Quality, February
2005.
May 2011 California Stormwater BMP Handbook Portal
Construction
www.casqa.org
4 of 4
Fiber Rolls SE-5
in order to maintain BMP effectiveness. Sediment should be removed when sediment
accumulation reaches one-third the designated sediment storage depth.
If fiber rolls are used for erosion control, such as in a check dam, sediment removal should
not be required as long as the system continues to control the grade. Sediment control
BMPs will likely be required in conjunction with this type of application.
Repair any rills or gullies promptly.
References
Stormwater Quality Handbooks - Construction Site Best Management Practices (BMPs) Manual,
State of California Department of Transportation (Caltrans), March 2003.
Erosion and Sediment Control Manual, Oregon Department of Environmental Quality, February
2005.
July 2012 California Stormwater BMP Handbook Portal
Construction
www.casqa.org
4 of 5
Fiber Rolls SE-5
It is critical that rolls are installed perpendicular to water movement, and parallel to the
slope contour.
Start building trenches and installing rolls from the bottom of the slope and work up.
It is recommended that pilot holes be driven through the fiber roll. Use a straight bar to
drive holes through the roll and into the soil for the wooden stakes.
Turn the ends of the fiber roll up slope to prevent runoff from going around the roll.
Stake fiber rolls into the trench.
- Drive stakes at the end of each fiber roll and spaced 4 ft maximum on center.
- Use wood stakes with a nominal classification of 0.75 by 0.75 in. and minimum length of
24 in.
If more than one fiber roll is placed in a row, the rolls should be overlapped, not abutted.
See typical fiber roll installation details at the end of this fact sheet.
Removal
Fiber rolls can be left in place or removed depending on the type of fiber roll and application
(temporary vs. permanent installation). Typically, fiber rolls encased with plastic netting are
used for a temporary application because the netting does not biodegrade. Fiber rolls used in
a permanent application are typically encased with a biodegradeable material and are left in
place. Removal of a fiber roll used in a permanent application can result in greater
disturbance.
Temporary installations should only be removed when up gradient areas are stabilized per
General Permit requirements, and/or pollutant sources no longer present a hazard. But, they
should also be removed before vegetation becomes too mature so that the removal process
does not disturb more soil and vegetation than is necessary.
Costs
Material costs for regular fiber rolls range from $20 - $30 per 25 ft roll.
Material costs for PAM impregnated fiber rolls range between 7.00-$9.00 per linear foot, based
upon vendor research.
Inspection and Maintenance
BMPs must be inspected in accordance with General Permit requirements for the associated
project type and risk level. It is recommended that at a minimum, BMPs be inspected
weekly, prior to forecasted rain events, daily during extended rain events, and after the
conclusion of rain events.
Repair or replace split, torn, unraveling, or slumping fiber rolls.
If the fiber roll is used as a sediment capture device, or as an erosion control device to
maintain sheet flows, sediment that accumulates in the BMP should be periodically removed
July 2012 California Stormwater BMP Handbook Portal
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3 of 5
Fiber Rolls SE-5
Around temporary stockpiles.
Limitations
Fiber rolls are not effective unless trenched in and staked.
Not intended for use in high flow situations.
Difficult to move once saturated.
If not properly staked and trenched in, fiber rolls could be transported by high flows.
Fiber rolls have a very limited sediment capture zone.
Fiber rolls should not be used on slopes subject to creep, slumping, or landslide.
Rolls typically function for 12-24 months depending upon local conditions.
Implementation
Fiber Roll Materials
Fiber rolls should be prefabricated.
Fiber rolls may come manufactured containing polyacrylamide (PAM), a flocculating agent
within the roll. Fiber rolls impregnated with PAM provide additional sediment removal
capabilities and should be used in areas with fine, clayey or silty soils to provide additional
sediment removal capabilities. Monitoring may be required for these installations.
Fiber rolls are made from weed free rice straw, flax, or a similar agricultural material bound
into a tight tubular roll by netting.
Typical fiber rolls vary in diameter from 9 in. to 20 in. Larger diameter rolls are available as
well.
Installation
Locate fiber rolls on level contours spaced as follows:
- Slope inclination of 4:1 (H:V) or flatter: Fiber rolls should be placed at a maximum
interval of 20 ft.
- Slope inclination between 4:1 and 2:1 (H:V): Fiber Rolls should be placed at a maximum
interval of 15 ft. (a closer spacing is more effective).
- Slope inclination 2:1 (H:V) or greater: Fiber Rolls should be placed at a maximum
interval of 10 ft. (a closer spacing is more effective).
Prepare the slope before beginning installation.
Dig small trenches across the slope on the contour. The trench depth should be ¼ to 1/3 of
the thickness of the roll, and the width should equal the roll diameter, in order to provide
area to backfill the trench.
July 2012 California Stormwater BMP Handbook Portal
Construction
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2 of 5
Fiber Rolls SE-5
Categories
EC Erosion Control
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control
NS
WM
Non-Stormwater
Management Control
Waste Management and
Materials Pollution Control
Legend:
Primary Category
Secondary Category
Description and Purpose
A fiber roll consists of straw, coir, or other biodegradable
materials bound into a tight tubular roll wrapped by netting,
which can be photodegradable or natural. Additionally, gravel
core fiber rolls are available, which contain an imbedded ballast
material such as gravel or sand for additional weight when
staking the rolls are not feasible (such as use as inlet
protection). When fiber rolls are placed at the toe and on the
face of slopes along the contours, they intercept runoff, reduce
its flow velocity, release the runoff as sheet flow, and provide
removal of sediment from the runoff (through sedimentation).
By interrupting the length of a slope, fiber rolls can also reduce
sheet and rill erosion until vegetation is established.
Suitable Applications
Fiber rolls may be suitable:
Along the toe, top, face, and at grade breaks of exposed and
erodible slopes to shorten slope length and spread runoff as
sheet flow.
At the end of a downward slope where it transitions to a
steeper slope.
Along the perimeter of a project.
As check dams in unlined ditches with minimal grade.
Down-slope of exposed soil areas.
At operational storm drains as a form of inlet protection.
July 2012 California Stormwater BMP Handbook Portal
Construction
www.casqa.org
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Potential Alternatives
SE-1 Silt Fence
SE-6 Gravel Bag Berm
SE-8 Sandbag Barrier
SE-12 Manufactured Linear
Sediment Controls
SE-14 Biofilter Bags
If User/Subscriber modifies this fact
sheet in any way, the CASQA
name/logo and footer below must be
removed from each page and not
appear on the modified version.
1 of 5
627 S Shelton St &
#212/4/2024
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
06-21-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
BEST MANAGEMENT
PRACTICES
G-5
Concrete Waste Management WM-8
November 2009 California Stormwater BMP Handbook
Construction
www.casqa.org
7 of 7
Concrete Waste Management WM-8
Categories
EC Erosion Control
SE Sediment Control
TC Tracking Control
WE Wind Erosion Control
NS Non-Stormwater
Management Control
WM Waste Management and
Materials Pollution Control
Legend:
Primary Category
Secondary Category
Description and Purpose
Prevent the discharge of pollutants to stormwater from
concrete waste by conducting washout onsite or offsite in a
designated area, and by employee and subcontractor training.
The General Permit incorporates Numeric Effluent Limits
(NEL) and Numeric Action Levels (NAL) for pH (see Section 2
of this handbook to determine your project’s risk level and if
you are subject to these requirements).
Many types of construction materials, including mortar,
concrete, stucco, cement and block and their associated wastes
have basic chemical properties that can raise pH levels outside
of the permitted range. Additional care should be taken when
managing these materials to prevent them from coming into
contact with stormwater flows and raising pH to levels outside
the accepted range.
Suitable Applications
Concrete waste management procedures and practices are
implemented on construction projects where:
Concrete is used as a construction material or where
concrete dust and debris result from demolition activities.
Slurries containing portland cement concrete (PCC) are
generated, such as from saw cutting, coring, grinding,
grooving, and hydro-concrete demolition.
Targeted Constituents
Sediment
Nutrients
Trash
Metals
Bacteria
Oil and Grease
Organics
Potential Alternatives
None
November 2009 California Stormwater BMP Handbook
Construction
www.casqa.org
1 of 7
Fiber Rolls SE-5
July 2012 California Stormwater BMP Handbook Portal
Construction
www.casqa.org
5 of 5
EROSION CONTROL PRACTICES
EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES
ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT
SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND
BONDED FIBER MATRIX.
NO EXCAVATION AND GRADING ACTIVITIES ARE ALLOWED DURING WET WEATHER.
DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION
SITE.CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND
TEMPORARY EROSION CONTROL MEASURES.
REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL
BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER.
DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY; THEY HELP DECREASE EROSION.
TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT
IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY
PLANTING FAST-GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL.
PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING
ACTIVITIES ARE COMPLETE.
WATER USAGE FOR DUST CONTROL SHALL BE MINIMIZED. ON-SITE CONSTRUCTION MATERIAL
STORAGE
STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND
SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF
THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED
ON-SITE.
ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON-SITE.
STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE,
ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND
STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION
MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT
ALL TIMES.
CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED
CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND,
WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED.
NO SEEPAGE FROM DUMPSTERS SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES
SHALL BE PLACED AROUND DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSTERS
SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL
DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING
OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL.
MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER-BASED PAINTS, VEHICLE
FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE
RECYCLED. NON-RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR
DISPOSED OF AS HAZARDOUS WASTE.
POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING
RECEPTACLES AROUND THE SITE.
PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS.
CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS
AWAY FROM STORMDRAIN INLETS ON PERVIOUS SURFACES.
ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND
STORMDRAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE
TRAVELED AWAY FROM CONSTRUCTION SITE
WASTE MANAGEMENT
627 S Shelton St &
#212/4/2024
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
09-10-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
T24-1
ENERGY
CALCULATIONS
627 S Shelton St &
#212/4/2024
V E C O
d e s i g n - s t u d i o
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
VASQUEZ
RESIDENCE
23-017
06-21-2024
S.V
714-713-3124
627, 627 UNIT 2 S. SHELTON. ST.
SANTA ANA, CA 92703
d e s i g n e r
O s c a r V e g a
C e 1 4 - 4 -1 2 4
O i e 3 1 - 2 3 -3 5
i n o e o d e s i g n s .o
5 3 4 C O A V E .
A A E C A 2 5
APPROVED BY :O.V.
T24-2
ENERGY
CALCULATIONS
2022 Single-Family Residential Mandatory Requirements Summary
NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information.
(04/2022)
Building Envelope:
§ 110.6(a)1:
§ 110.6(a)5:
§ 110.6(b):
§ 110.7:
§ 110.8(a):
§ 110.8(g):
§ 110.8(i):
§ 110.8(j):
§ 150.0(a):
§ 150.0(b):
§ 150.0(c):
§ 150.0(d):
§ 150.0(f):
§ 150.0(g)1:
§ 150.0(g)2:
§ 150.0(q):
Air Leakage. Manufactured fenestration, exterior doors, and exterior pet doors must limit air leakage to 0.3 CFM per square foot or
less when tested per NFRC-400, ASTM E283, or AAMA/WDMA/CSA 101/I.S.2/A440-2011. *
Labeling. Fenestration products and exterior doors must have a label meeting the requirements of § 10-111(a).
Field fabricated exterior doors and fenestration products must use U-factors and solar heat gain coefficient (SHGC) values from
Tables 110.6-A, 110.6-B, or JA4.5 for exterior doors. They must be caulked and/or weather-stripped. *
Air Leakage. All joints, penetrations, and other openings in the building envelope that are potential sources of air leakage must be
caulked, gasketed, or weather stripped.
Insulation Certification by Manufacturers. Insulation must be certified by the Department of Consumer Affairs, Bureau of Household
Goods and Services (BHGS).
Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
Roofing Products Solar Reflectance and Thermal Emittance. The thermal emittance and aged solar reflectance values of the
roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified
on the CF1R.
Radiant Barrier. When required, radiant barriers must have an emittance of 0.05 or less and be certified to the Department of Consumer
Affairs.
Roof Deck, Ceiling and Rafter Roof Insulation. Roof decks in newly constructed attics in climate zones 4 and 8-16 area-weighted
average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average
U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access
doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to
prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration
as specified in § 110.7, including but not limited to placing insulation either above or below the roof deck or on top of a drywall ceiling. *
Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value.
Wall Insulation. Minimum R-13 insulation in 2x4 inch wood framing wall or have a U-factor of 0.102 or less, or R-20 in 2x6 inch wood
framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-factor not exceeding 0.102.
Masonry walls must meet Tables 150.1-A or B. *
Raised-floor Insulation. Minimum R-19 insulation in raised wood framed floor or 0.037 maximum U-factor. *
Slab Edge Insulation. Slab edge insulation must meet all of the following: have a water absorption rate, for the insulation material alone
without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from
physical damage and UV light deterioration; and, when installed as part of a heated slab floor, meet the requirements of § 110.8(g).
Vapor Retarder. In climate zones 1 through 16, the earth floor of unvented crawl space must be covered with a Class I or Class II
vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to
§150.0(d).
Vapor Retarder. In climate zones 14 and 16, a Class I or Class II vapor retarder must be installed on the conditioned space side of
all insulation in all exterior walls, vented attics, and unvented attics with air-permeable insulation.
Fenestration Products. Fenestration, including skylights, separating conditioned space from unconditioned space or outdoors must have
a maximum U-factor of 0.45; or area-weighted average U-factor of all fenestration must not exceed 0.45. *
Fireplaces, Decorative Gas Appliances, and Gas Log:
§ 110.5(e)
§ 150.0(e)1:
§ 150.0(e)2:
§ 150.0(e)3:
Pilot Light. Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces.
Closable Doors. Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
Combustion Intake. Masonry or factory-built fireplaces must have a combustion outside air intake, which is at least six square inches in
area and is equipped with a readily accessible, operable, and tight-fitting damper or combustion-air control device. *
Flue Damper. Masonry or factory-built fireplaces must have a flue damper with a readily accessible control. *
Space Conditioning, Water Heating, and Plumbing System:
§ 110.0-§ 110.3:
§ 110.2(a):
§ 110.2(b):
§ 110.2(c):
§ 110.3(c)3:
§ 110.3(c)6:
5/6/22
Certification. Heating, ventilation, and air conditioning (HVAC) equipment, water heaters, showerheads, faucets, and all other
regulated appliances must be certified by the manufacturer to the California Energy Commission. *
HVAC Efficiency. Equipment must meet the applicable efficiency requirements in Table 110.2-A through Table 110.2-N. *
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. Heat pumps with supplementary electric resistance
heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone;
and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and
the cut-off temperature for compression heating is higher than the cut-off temperature for supplementary heating. *
Thermostats. All heating or cooling systems not controlled by a central energy management control system (EMCS) must have a
setback thermostat. *
Insulation. Unfired service water heater storage tanks and solar water-heating backup tanks must have adequate insulation, or tank
surface heat loss rating.
Isolation Valves. Instantaneous water heaters with an input rating greater than 6.8 kBtu per hour (2 kW) must have isolation valves with
hose bibbs or other fittings on both cold and hot water lines to allow for flushing the water heater when the valves are closed.
2022 Single-Family Residential Mandatory Requirements Summary
§ 110.5:
§ 150.0(h)1:
§ 150.0(h)3A:
§ 150.0(h)3B:
§ 150.0(j)1:
§ 150.0(j)2:
Pilot Lights. Continuously burning pilot lights are prohibited for natural gas: fan-type central furnaces; household cooking appliances
(except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool and
spa heaters. *
Building Cooling and Heating Loads. Heating and/or cooling loads are calculated in accordance with the ASHRAE Handbook,
Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation
Standards Manual; or the ACCA Manual J using design conditions specified in § 150.0(h)2.
Clearances. Air conditioner and heat pump outdoor condensing units must have a clearance of at least five feet from the outlet of any
dryer.
Liquid Line Drier. Air conditioners and heat pump systems must be equipped with liquid line filter driers if required, as specified by the
manufacturer’s instructions.
Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation. All domestic hot water
piping must be insulated as specified in § 609.11 of the California Plumbing Code. *
Insulation Protection. Piping insulation must be protected from damage, including that due to sunlight, moisture, equipment`
maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no
adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must
include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and
non-crushable casing or sleeve.
§ 150.0(n)1:
§ 150.0(n)3:
Ducts and Fans:
§ 110.8(d)3:
Gas or Propane Water Heating Systems. Systems using gas or propane water heaters to serve individual dwelling units must
designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and
plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no
more than 2” higher than the base of the water heater
Solar Water-heating Systems. Solar water-heating systems and collectors must be certified and rated by the Solar Rating and
Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO
R&T), or by a listing agency that is approved by the executive director.
Ducts. Insulation installed on an existing space-conditioning duct must comply with § 604.0 of the California Mechanical Code (CMC). If a
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
§ 150.0(m)1:
CMC Compliance. All air-distribution system ducts and plenums must meet CMC §§ 601.0-605.0 and ANSI/SMACNA-006-2006 HVAC
Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to
R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8)
do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be
sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723.
The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building
cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or
flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in
these spaces must not be compressed. *
§ 150.0(m)2:
§ 150.0(m)3:
§ 150.0(m)7:
§ 150.0(m)8:
§ 150.0(m)9:
§ 150.0(m)10:
§ 150.0(m)11:
§ 150.0(m)12:
Factory-Fabricated Duct Systems. Factory-fabricated duct systems must comply with applicable requirements for duct construction,
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive
duct tapes unless such tape is used in combination with mastic and draw bands.
Field-Fabricated Duct Systems. Field-fabricated duct systems must comply with applicable requirements for: pressure-sensitive tapes,
mastics, sealants, and other requirements specified for duct construction.
Backdraft Damper. Fan systems that exchange air between the conditioned space and outdoors must have backdraft or automatic
dampers.
Gravity Ventilation Dampers. Gravity ventilating systems serving conditioned space must have either automatic or readily accessible,
manually operated dampers in all openings to the outside, except combustion inlet and outlet air openings and elevator shaft vents.
Protection of Insulation. Insulation must be protected from damage due tosunlight, moisture, equipment maintenance, and wind.
Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic
cover). Cellular foam insulation must be protected as above or painted with a water retardant and solar radiation-resistant coating.
Porous Inner Core Flex Duct. Porous inner cores of flex ducts must have a non-porous layer or air barrier between the inner core and
outer vapor barrier.
Duct System Sealing and Leakage Test. When space conditioning systems use forced air duct systems to supply conditioned air to an
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with Reference Residential Appendix RA3.1.
Air Filtration. Space conditioning systems with ducts exceeding 10 feet and the supply side of ventilation systems must have MERV 13
or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A.
Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter
racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the
filter. *
5/6/22
2022 Single-Family Residential Mandatory Requirements Summary
§ 150.0(m)13:
Space Conditioning System Airflow Rate and Fan Efficacy. Space conditioning systems that use ducts to supply cooling must have
a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must
be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air
handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal
cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with
Reference Residential Appendix RA3.3. *
Ventilation and Indoor Air Quality:
§ 150.0(o)1:
§ 150.0(o)1B:
Requirements for Ventilation and Indoor Air Quality. All dwelling units must meet the requirements of ASHRAE Standard 62.2,
Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. *
Central Fan Integrated (CFI) Ventilation Systems. Continuous operation of CFI air handlers is not allowed to provide the whole-
dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that
prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI
ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for
compliance with §150.0(o)1C.
§ 150.0(o)1C:
§ 150.0(o)1G:
Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses . Single-family detached dwelling units,
and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial
spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii.
Local Mechanical Exhaust. Kitchens and bathrooms must have local mechanical exhaust; nonenclosed kitchens must have demand-
controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or
continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per
§150.0(o)1Gvi. *
§ 150.0(o)1H&I: Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems. The airflow required per § 150.0(o)1C must
be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference
Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the
minimum airflow rate required by §150.0(o)1C.
§ 150.0(o)2:
Field Verification and Diagnostic Testing. Whole-Dwelling Unit ventilation airflow, vented range hood airflow and sound rating,
and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods
must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow
rates and sound requirements per §150.0(o)1G
Pool and Spa Systems and Equipment:
§ 110.4(a):
§ 110.4(b)1:
§ 110.4(b)2:
§ 110.4(b)3:
§ 110.5:
§ 150.0(p):
Lighting:
§ 110.9:
§ 150.0(k)1A:
§ 150.0(k)1B:
§ 150.0(k)1C:
§ 150.0(k)1D:
§ 150.0(k)1E:
§ 150.0(k)1F:
5/6/22
Certification by Manufacturers. Any pool or spa heating system or equipment must be certified to have all of the following: compliance
with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off
the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not
use electric resistance heating. *
Piping. Any pool or spa heating system or equipment must be installed with at least 36 inches of pipe between the filter and the heater, or
dedicated suction and return lines, or built-in or built-up connections to allow for future solar heating.
Covers. Outdoor pools or spas that have a heat pump or gas heater must have a cover.
Directional Inlets and Time Switches for Pools. Pools must have directional inlets that adequately mix the pool water, and a time
switch that will allow all pumps to be set or programmed to run only during off-peak electric demand periods.
Pilot Light. Natural gas pool and spa heaters must not have a continuously burning pilot light.
Pool Systems and Equipment Installation. Residential pool systems or equipment must meet the specified requirements for pump
sizing, flow rate, piping, filters, and valves. *
Lighting Controls and Components. All lighting control devices and systems, ballasts, and luminaires must meet the applicable
requirements of § 110.9. *
Luminaire Efficacy. All installed luminaires must meet the requirements in Table 150.0-A, except lighting integral to exhaust fans, kitchen
range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets,
and linen closets with an efficacy of at least 45 lumens per watt.
Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. *
Recessed Downlight Luminaires in Ceilings. Luminaires recessed into ceilings must not contain screw based sockets, must be airtight,
and must be sealed with a gasket or caulk. California Electrical Code § 410.116 must also be met.
Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8
elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires.
Blank Electrical Boxes. The number of electrical boxes that are more than five feet above the finished floor and do not contain a
luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor
control, low voltage wiring, or fan speed control.
Lighting Integral to Exhaust Fans. Lighting integral to exhaust fans (except when installed by the manufacturer in kitchen exhaust
hoods) must meet the applicable requirements of § 150.0(k). *
§ 150.0(k)1G:
§ 150.0(k)1H:
§ 150.0(k)1I:
§ 150.0(k)2A:
§ 150.0(k)2B:
§ 150.0(k)2A:
§ 150.0(k)2B:
§ 150.0(k)2C:
§ 150.0(k)2D:
§ 150.0(k)2E:
§ 150.0(k)2F:
§ 150.0(k)2K:
§ 150.0(k)3A:
§ 150.0(k)4:
§ 150.0(k)5:
Solar Readiness:
§ 110.10(a)1:
2022 Single-Family Residential Mandatory Requirements Summary
Screw based luminaires. Screw based luminaires must contain lamps that comply with Reference Joint Appendix JA8. *
Light Sources in Enclosed or Recessed Luminaires. Lamps and other separable light sources that are not compliant with the JA8
elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires.
Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required
to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of
power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or
linen closet is closed.
Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
Interior Switches and Controls. Exhaust fans must be controlled separately from lighting systems. *
Accessible Controls. Lighting must have readily accessible wall-mounted controls that allow the lighting to be manually turned
on and off. *
Multiple Controls. Controls must not bypass a dimmer, occupant sensor, or vacancy sensor function if the dimmer or sensor is installed
to comply with § 150.0(k).
Mandatory Requirements. Lighting controls must comply with the applicable requirements of § 110.9.
Energy Management Control Systems. An energy management control system (EMCS) may be used to comply with dimming,
occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified
in § 150.0(k)2A.
Automatic Shutoff Controls. In bathrooms, garages, laundry rooms, utility rooms and walk-in closets, at least one installed luminaire
must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with
opaque fronts or doors must have controls that turn the light off when the drawer or door is closed.
Dimmers. Lighting in habitable spaces (e.g., living rooms, dining rooms, kitchens, and bedrooms) must have readily accessible wall-
mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light
sources in these spaces must comply with NEMA SSL 7A.
Independent controls. Integrated lighting of exhaust fans shall be controlled independently from the fans. Lighting under cabinets or
shelves, lighting in display cabinets, and switched outlets must be controlled separately from ceiling-installed lighting.
Residential Outdoor Lighting. For single-family residential buildings, outdoor lighting permanently mounted to a residential building, or to
other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch
control) or an astronomical time clock. An energy management control system that provides the specified control functionality and meets all
applicable requirements may be used to meet these requirements.
Internally illuminated address signs. Internally illuminated address signs must either comply with § 140.8 or consume no more than 5
watts of power.
Residential Garages for Eight or More Vehicles. Lighting for residential parking garages for eight or more vehicles must comply with the
applicable requirements for nonresidential garages in §§ 110.9, 130.0, 130.1, 130.4, 140.6, and 141.0.
Single-family Residences. Single-family residences located in subdivisions with 10 or more single-family residences and where the
application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency,
which do not have a photovoltaic system installed, must comply with the requirements of § 110.10(b)-(e).
§110.10(b)1A:
§ 110.10(b)2:
§ 110.10(b)3A:
§ 110.10(b)3B:
§ 110.10(b)4:
§ 110.10(c):
§ 110.10(d):
§ 110.10(e)1:
§ 110.10(e)2:
Minimum Solar Zone Area. The solar zone must have a minimum total area as described below. The solar zone must comply with
access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any
requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5
feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160
square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be
located on the roof or overhang of the building and have a total area no less than 250 square feet. *
Azimuth. All sections of the solar zone located on steep-sloped roofs must have an azimuth between 90-300° of true north.
Shading. The solar zone must not contain any obstructions, including but not limited to: vents, chimneys, architectural features, and roof
mounted equipment. *
Shading. Any obstruction located on the roof or any other part of the building that projects above a solar zone must be located at least twice the
horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the
solar zone, measured in the vertical plane. *
Structural Design Loads on Construction Documents. For areas of the roof designated as a solar zone, the structural design loads for
roof dead load and roof live load must be clearly indicated on the construction documents.
Interconnection Pathways. The construction documents must indicate: a location reserved for inverters and metering equipment and a
pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family
residences and central water-heating systems, a pathway reserved for routing plumbing from the solar zone to the water-heating system.
Documentation. A copy of the construction documents or a comparable document indicating the information from § 110.10(b)-(c) must be
provided to the occupant.
Main Electrical Service Panel. The main electrical service panel must have a minimum busbar rating of 200 amps.
Main Electrical Service Panel. The main electrical service panel must have a reserved space to allow for the installation of a double pole
circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.”
Electric and Energy Storage Ready:
5/6/22
2022 Single-Family Residential Mandatory Requirements Summary
§ 150.0(s)Energy Storage System (ESS) Ready. All single-family residences must meet all of the following: Either ESS-ready interconnection
equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the
main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their
source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit
near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of
225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’ of the main
panelboard, with raceways installed between the panelboard and the switch location to allow the connection of backup power source.
§ 150.0(t)
§ 150.0(u)
§ 150.0(v)
Heat Pump Space Heater Ready. Systems using gas or propane furnaces to serve individual dwelling units must include: A dedicated
unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover
identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker
permanently marked as “For Future 240V use.”
Electric Cooktop Ready. Systems using gas or propane cooktop to serve individual dwelling units must include: A dedicated unobstructed
240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as
“240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently
marked as “For Future 240V use.”
Electric Clothes Dryer Ready. Clothes dryer locations with gas or propane plumbing to serve individual dwelling units must include: A
dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps with
the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole
circuit breaker permanently marked as “For Future 240V use.”
*Exceptions may apply.
5/6/22
627 S Shelton St &
#212/4/2024
627 S Shelton St &
#212/4/2024
627 S Shelton St &
#212/4/2024
627 S Shelton St &
#212/4/2024
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
Attention Building Department Staff – After you’ve verified all questions were answered accurately as “No”, then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as “Yes”, then the plan type on the right side may be required.
______If all answers are “No” and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are “Yes”
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
SFR
627 S Shelton St &
#212/4/2024