HomeMy WebLinkAbout2805 N Olive Ln - 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
GALIDO RESIDENCE
2805 N OLIVE LN. SANTA ANA, CA. 92706
Arch by DYM Buider Group
OSCAR VEGA
1050 S GRAND AVE #1906
LOS ANGELES, CA. 90015
2372 MORSE AVE #987
IRVINE, CA. 90614
TEL: 800-396-6773
email: team@arch-dym.com
DESIGNER
T-24 ENERGY CALCS. BY:
C-1 COVER PAGE
A-1.1 SITE PLAN (EXISTING & PROPOSED)
A-2.1 EXISTING FLOOR PLAN
A-2.2 PROPOSED FLOOR PLAN
A-2.3 EXISTING ROOF PLAN
A-2.4 PROPOSED ROOF PLAN
A-2.5 ELECTRICAL PLAN
A-3.1 ELEVATIONS
A-3.2 ELEVATIONS
A-4.1 CROSS SECTIONS
A-5.1 ARCHITECTURAL DETAILS
A-5.2 ARCHITECTURAL DETAILS
LEGAL DESCRIPTION:A.P.N.: 002-312-25
TRACT: 6892
LOT: 25
ZONE:R1
LOT AREA:6,111 Sq. Ft.
TYPE OF CONSTRUCTION:V-B
OCCUPANCY GROUP:R-3 & U
BUILDING HEIGHT:MAX. HEIGHT: 16'-8" (PROPOSED)
1. NEW 1-STORY REAR ADDITION OF 254 Sq. Ft.
2. INTERIOR REMODEL OF EXISTING KITCHEN, DINING, LIVING AREA & REAR
BEDROOM. AREA OF WORK 550 Sq. Ft.
3. (E)COVER PATIO TO BE REMOVED OF 243 Sq. Ft.
THIS PROJECT SHALL COMPLY WITH:
- TITLE 24
- 2022 CALIFORNIA GREEN BUILDING CODE
- 2022 CALIFORNIA BUILDING CODE (CBC)
- 2022 CALIFORNIA RESIDENTIAL CODE (CRC)
- 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
NORA GALIDO & CRISTINA DAVID
32805 N OLIVE LN.
SANTA ANA, CA. 92706
TEL: 562-968-6286
email: pgphoenix@aol.com &
Cgdavid815@gmail.com
No. OF EXISTING STORIES:1
STRUCTURAL ENGINEER
EXISTING HOUSE EQUIPPED WITH
FIRE FIRE SPRINKLER SYSTEM:
NO
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:
JOB SITE
VICINITY MAP:
BUILDING SECTION
LETTER AND SHEET
DETAIL REFERENCE
NUMBER AND SHEET
INTERIOR ELEVATION #
PLAN BLOW-UP
STRUCTURAL GRID LINES
ELEVATION
TITLE 24 ANALYSIS:
REQUIRED SPECIAL FEATURES
THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS CONDITION FOR MEETING THE
MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS.
· IAQ VENTILATION SYSTEM: AS LOW AS 0.0666667 W/CFM
· INSULATION BELOW ROOF DECK
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.
· QUALITY INSULATION INSTALLATION (QII)
· KITCHEN RANGE HOOD
· REFRIGERANT CHARGE VERIFICATION REQUIRED OF A REFRIGERANT CONTAINING
COMPONENT IS ALTERED
· DUCT SEALING REQUIRED IF A DUCT SYSTEM COMPONENT, PLENUM, OR AIR HANDLING UNIT
IS ALTERED
LOT AREA.....................................................................................6,111 Sq. Ft.
2,137/6,111 x 100...................................................................................35%
PROPOSED LOT COVERAGE.....................................................................35%
MAX. LOT COVERAGE PERMITTED..........................................................35%
1-STORY SINGLE FAMILY RESIDENCE 1,373 254
AREA
TOTAL BUILDING AREA
EXISTING 1-STORY S.F.R...............................................................1,373 Sq. Ft.
EXISTING 2-CAR GARAGE................................................................490 Sq. Ft.
EXISTING FRONT PORCH....................................................................20 Sq. Ft.
NEW REAR ADDITION TO (E)1-STORY S.F.R..................................254 Sq. Ft.
COVER PATIO 243
TOTAL:..............................................................................................2,137 Sq. Ft.
RESIDENCIAL FLOOR AREA:
EXISTING
(Sq. Ft.)
NEW
(Sq. Ft.)
DEMO
(Sq. Ft.)
TOTAL
(Sq. Ft.)
0
0
243
1,627
0
1,627
S-1 STRUCTURAL NOTES
S-2 FASTENING SCHEDULE
S-3 TYPICAL DETAILS
S-4 PROPOSED FOUNDATION PLAN
S-5 PROPOSED FRAMING PLAN
SD-1 FOUNDATION DETAILS
SD-2 FRAMING DETAILS
G-1 GREEN BUILDING STANDARDS CODE
G-2 GREEN BUILDING STANDARDS CODE
G-3 GENERAL NOTES
G-4 BEST MANAGEMENT PRACTICES
G-5 BEST MANAGEMENT PRACTICES
T24-1 ENERGY CALCS
T24-2 ENERGY CALCS
NEWPORT E & C INC.
ANDREW KASHE
C94117
17011 INDEPENDECE WAY
YORBA LINDA, CA. 92886
TEL: 909-610-5409
email: ahkashe@gmail.com
NUCLEUS
OSCAR SALMERON
8135 CATALINA AVE.
WHITTIER, CA. 90602
TEL: 562-698-0818
email: greenoscar@icloud.com
FLOOR ZONE:X
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION: BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
Oscar Vega
C-1
COVER PAGE
BLDG #101119827
APPROVALS:
PLNG - A. Sevilla
BLDG - CSG
PW - B. Sarlak
2805 N Olive Ln
11/18/2024
(E) CURB1
(E) DRIVEWAY APPROACHED2
(E) DRIVEWAY3
(E) SIDEWALK4
(E) CONCRETE WALKWAY5
(E) CONCRETE SLAB6
(E) FRONT YARD
7
(E) REAR YARD
8
(E) PLANTER
9
(E) 6 Ft. Ht. BLOCK WALL FENCE
11
12
13 (E) 6 Ft. Ht. WOOD GATE
14
16
17
(E) ELECTRICAL METER
18
(E) WATER METER
19
(E) GAS METER
20
(E) A/C CONDENSER UNIT
21
(E) TREE
10
(E) CONCRETE LANDING/STEPS
NEW CONCRETE WALKWAY
NEW CONCRETE LANDING/STEPS
(E) WATER HEATER
15
KEY NOTES
LEGEND
AREA OF PROPOSED ADDITION=
NEW CONCRETE AREA=
L=59.33'P
N. OLIVE LN.
L=
1
0
1
.
1
3
'
P L=
1
0
5
.
6
2
'
P
L=14.08'P
L=45.52'P
GM
2 SCALE: 1/8" = 1'-0"
EXISTING SITE PLAN 1 SCALE: 1/8" = 1'-0"
PROPOSED SITE PLAN
W HF
EXISTING 2-CAR
GARAGE
490 Sq. Ft.
EXISTING 1-STORY S.F.R.
1,373 Sq. Ft.
(E)FRONT PORCH
20 Sq. Ft.
(E)COVER PATIO
TO BE REMOVED
243 Sq. Ft.
L=59.33'P
N. OLIVE LN.
L=
1
0
1
.
1
3
'
P L=
1
0
5
.
6
2
'
P
L=14.08'P
L=45.52'P
GM
W HF
EXISTING 2-CAR
GARAGE
490 Sq. Ft.
(E)FRONT PORCH
20 Sq. Ft.
NEW 1-STORY
REAR ADDITION
254 Sq. Ft.8'-4"
5'-4"
PLANTS LEGEND
8'-4"
5'-4"
1
2
4
5
5
5
6
5
7
(E) FURNACE
38
39 9
10
10
10
10
10
11
12
12
12
13
13
14
15
16
17
19 18
1
2
4
5
5
5
5
7
38
9 9
10
10
10
10
11
12
12
12
13
13
14
15
16
17
19 18
5'-4"
21
N N
22 CONCRETE WASHOUT AREA
* LOCATION MAY VARY
(SEE SHEET BMP-1 & BMP-2 FOR SPECS)
23 GRAVEL BAGS OR FIBER ROLLS
(SEE SHEET BMP-1 & BMP-2 FOR SPECS)
22
23
23
(10) 1-GALLON SHRUBS
NAME: HERBACEOUS PERENNIALS
(6) 5-GALLON SHRUBS
NAME: HERBACEOUS PERENNIALS
(1) 24" BOX CANOPY TREE
NAME: TRISTANIA CNFERTA
(LOPHOSTEMON CONFERTUS)
EXISTING GRASS AREA=
24 NEW (1) 24" BOX CANOPY TREE
25 NEW (6) 5-GALLONS SHRUBS
25
AREA TO BE REMODELED
550 Sq. Ft.
29
'
-
1
0
"
26 PROJECTION LINE OF PROPOSED 2ND FLOOR
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SLO
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SLO
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
2%
M
I
N
.
SL
O
P
E
MAXIMUM Sq. Ft. ALLOWED TO BE ADDED = 255 Sq. Ft.
PROPOSED = 254 Sq. Ft.
FLOOR AREA ADDED
2%
M
I
N
.
SLO
P
E
6
20
21'-6"24'-2"
1B
A-5.1
46
'
-
9
"
49'-10"3
46
'
-
9
"
49'-10"324
7'
-
1
"
4'
-
3
"
45'-8"
1C
A-5.1
1A
A-5.1 2%
M
I
N
.
SLO
P
E
EXISTING 1-STORY S.F.R.
1,373 Sq. Ft.
SITE PLANS
A-1.1
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
2805 N Olive Ln
11/18/2024
±0'-0"
EXISTING FLOOR PLAN1
SCALE: 1/4" = 1'-0"
(E)MAIN
ENTRANCE
CEILING HT. = 7'-6"
(E)LIVING ROOM
VAULTED CEILING
(E)KITCHEN TO BE
REMODELED
CEILING HT. = 7'-6"
COAT CLOSET CLOSET CLOSET
CLOSET
CL
O
S
E
T
CEILING HT. = 8'-0"
REF.(E)DINING TO BE
REMODELED
(E)HALLWAY
CEILING HT. = 8'-0"
(E)BEDROOM #1
TO BE REMODELED
CEILING HT. = 8'-0"
(E)BEDROOM #2
CEILING HT. = 8'-0"
(E)BEDROOM #3
CEILING HT. = 8'-0"
(E)2-CAR GARAGE
(E)FRONT
PORCH
(E)COVER PATIO
TO BE REMOVED
COUNTER
CABINETS
(E)BATH #1
CEILING HT. = 8'-0"
(E)BATH #2 TO
BE REMODELED
CEILING HT. = 8'-0"
SHOWER
TUB
(E)POST
(E)POST TO BE
REMOVED
8'-7"15'-7"21'-6"
45'-8"
11
'
-
8
"
10
'
-
4
"
25
'
-
0
"
47
'
-
0
"
9'
-
7
"
23
'
-
4
"
32
'
-
1
1
"
7'
-
1
"
15'-2"4'-5"7'-5"
27'-0"
11
'
-
5
"
22'-10"
4'
-
5
"
15
'
-
0
"
SD CM
SD
SD
SD
W
H
FU
R
N
A
C
E
FI
R
E
P
L
A
C
E
(E)POST TO BE
REMOVED
(E)POST TO BE
REMOVED
LI
N
E
O
F
(
E
)
C
O
V
E
R
P
A
T
I
O
T
O
B
E
R
E
M
O
V
E
D
LI
N
E
O
F
(
E
)
C
O
V
E
R
P
A
T
I
O
T
O
B
E
R
E
M
O
V
E
D
±0'-0"
±0'-0"
±0'-0"
+6"
-2"
-6"
-6"
-6"
-5"
-6"
(E)NOOK AREA TO BE
REMODELED
CEILING HT. = 8'-0"
NOTE
·ALL ROUGH OPENINGS SHOULD BE CHECKED PRIOR TO ORDERING, OR VERIFY
WITH MANUFACTURER
(E)= EXISTING, (R) = EXISTING TO BE REPLACED SAME HEADER
SIZE TYPE QTYSYMSTATUS
3'-0" x 6'-8"1SOLID PANEL
U-FACTOR SHGC
- -- -(E)A
2'-8" x 6'-8"3 - -- -B HOLLOW CORE
3'-0" x 6'-8"1 - -- -C HOLLOW CORE
D
E
F
DOOR SCHEDULE
A
B
B
B
C
D D
E
F
G
G
(E)
(E)
(E)
(E)
(E)
(E)
2 - -- -FIRE RATED DOOR2'-8" x 6'-8"
2'-0" x 6'-8"1 - -- -HOLLOW CORE
3'-0" x 6'-8"1 - -- -TO BE REMOVED
6'-0" x 6'-8"1 - -- -TO BE REMOVED
H(E)16'-0" x 6'-8"1 - -- -GARAGE DOOR
H
NEW
NEW
NEW
I
J
K
2'-8" x 6'-8"1 - -- -HOLLOW CORE
6'-0" x 6'-8"1 0.3 0.23SLIDING, TEMP. GLASS
8'-0" x 6'-8"1
NEW L 2'-8" x 6'-8"2 - -- -BARN DOOR
SIZE TYPE QTYSYMSTATUS
X'-X" x X'-X"3TO REMAIN
U-FACTOR SHGC
- -- -(E)
3 - -- -
1NEW
1
2
3
4
5
X'-X" x X'-X"
2'-6" x 4'-0"
TO BE REMOVED
WINDOW SCHEDULE
1
(E)
1
1
2
2
2
0.3 0.23
1NEW3'-0" x 2'-0"SLIDING 0.3 0.23
1NEW3'-0" x 1'-6"SLIDING, TEMP. GLASS 0.3 0.23
VA
U
L
T
E
D
CE
I
L
I
N
G
CE
I
L
I
N
G
HT
.
8
'
-
0
"
(E
)
S
O
F
F
I
T
T
O
B
E
RE
M
O
V
E
D
(E)SOFFIT TO BE
REMOVED
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
5'-4"
5'-4"
N
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 X AT SHEET X-X.X)
EXISTING WALL TO BE 1-HR. FIRE RATED W/ 1 LAYER 5/8"
TYPE "X" GYP. ON ONE SIDE (SEE DETAIL X AT SHEET X-X.X)
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
2x FURRING WALL
SLIDING, TEMP. GLASS 0.3 0.23
CASEMENT
6 1NEW3'-6" x 3'-0"SLIDING 0.3 0.23
7 1NEW24" x 48"SKYLIGHT, CURB-MOUNTED - -- -
(E)ATTIC
ACCESS
(E)POST TO BE
REMOVED
RH
KITCHEN VENTED RANGE HOODS
I. HERS VERIFICATION OF AIRFLOW AND SOUND RATINGS.
II. MINIMUM AIRFLOW OF 180 CFM (PER TABLE 150.0-G SHEET A-2.5).
III. MAXIMUM SONE RATING OF 3.0.
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
EXISTING
FLOOR PLAN
A-2.1
2805 N Olive Ln
11/18/2024
±0'-0"
PROPOSED FLOOR PLAN1
SCALE: 1/4" = 1'-0"
(E)MAIN
ENTRANCE
CEILING HT. = 7'-6"
(E)LIVING ROOM
VAULTED CEILING
CLOSET CLOSET
(E)HALLWAY
CEILING HT. = 8'-0"
(R) BEDROOM #1
CEILING HT. = 8'-0"
(E)BEDROOM #2
CEILING HT. = 8'-0"
(E)BEDROOM #3
CEILING HT. = 8'-0"
(E)2-CAR GARAGE
(E)FRONT
PORCH
(E)BATH #1
CEILING HT. = 8'-0"
TUB
(E)POST
8'-7"15'-7"21'-6"
45'-8"
11
'
-
8
"
10
'
-
4
"
25
'
-
0
"
51
'
-
3
"
11
'
-
2
"
21
'
-
9
"
39
'
-
1
1
"
15'-2"4'-5"7'-5"
27'-0"
11
'
-
5
"
22'-10"
4'
-
5
"
SD CM
SD
W
H
FU
R
N
A
C
E
FI
R
E
P
L
A
C
E
±0'-0"
±0'-0"
±0'-0"
+6"
-2"
-6"
-6"
-6"
A
B
B
B
C
D D
H
1
1
1
VA
U
L
T
E
D
CE
I
L
I
N
G
CE
I
L
I
N
G
HT
.
8
'
-
0
"
PR
O
P
E
R
T
Y
L
I
N
E
5'-4"
N
NEW CLOSET
NEW WALK-IN
CLOSET
CEILING HT. = 8'-0"4'
-
3
"
7'
-
0
"
(R)DINING
CEILING HT. = 8'-0"
CO
U
N
T
E
R
CA
B
I
N
E
T
S
REF
6'
-
0
"
5'-4"
NEW LANDING
7'
-
1
1
"
7'
-
1
1
"
10'-11"
2'
-
0
"
-6"
±0'-0"4'
-
4
"
NEW ISLAND
5'
-
1
0
"
6'
-
0
"
NEW POWDER
ROOM
CEILING HT. = 8'-0"
5'-0"3'-0"8'-9"
PA
N
T
R
Y
CO
U
N
T
E
R
CA
B
I
N
E
T
S
3'
-
0
"
7'-5"
CEILING HT. = 8'-0"
(R)KITCHEN
1'-10"2'-6"
4'-6"
SHOWER
AD
D
I
T
I
O
N
EX
I
S
T
I
N
G
AD
D
I
T
I
O
N
EX
I
S
T
I
N
G
(R)BATH #2
CEILING HT. = 8'-0"
3'
-
0
"
TV
NEW SKYLIGHT
PROJECTION
I
J
K
L
L
3
4
5
6
2'
-
8
"
7'-11"11'-10"4'-5"
3'-9"10'-4"
9'
-
3
"
3'-0"
PR
O
P
E
R
T
Y
L
I
N
E
-6"
NEW LANDING
A
A-4.1
B
A-4.1
-5"
-5"
22"x30"
ATTIC
ACCESS
(E)ATTIC
ACCESS
8
A-5.1
8
A-5.1
7'-6"
EF
SD
SD
EF
RH
DW
NA
T
U
R
A
L
G
A
S
R
A
N
G
E
+
H
O
O
D
(
1
8
0
c
f
m
)
NOTE
·ALL ROUGH OPENINGS SHOULD BE CHECKED PRIOR TO ORDERING, OR VERIFY
WITH MANUFACTURER
(E)= EXISTING, (R) = EXISTING TO BE REPLACED SAME HEADER
SIZE TYPE QTYSYMSTATUS
3'-0" x 6'-8"1SOLID PANEL
U-FACTOR SHGC
- -- -(E)A
2'-8" x 6'-8"3 - -- -B HOLLOW CORE
3'-0" x 6'-8"1 - -- -C HOLLOW CORE
D
E
F
DOOR SCHEDULE
G
(E)
(E)
(E)
(E)
(E)
(E)
2 - -- -FIRE RATED DOOR2'-8" x 6'-8"
2'-0" x 6'-8"1 - -- -HOLLOW CORE
3'-0" x 6'-8"1 - -- -TO BE REMOVED
6'-0" x 6'-8"1 - -- -TO BE REMOVED
H(E)16'-0" x 6'-8"1 - -- -GARAGE DOOR
NEW
NEW
NEW
I
J
K
2'-8" x 6'-8"1 - -- -HOLLOW CORE
6'-0" x 6'-8"1 0.3 0.23SLIDING, TEMP. GLASS
8'-0" x 6'-8"1
NEW L 2'-8" x 6'-8"2 - -- -BARN DOOR
SIZE TYPE QTYSYMSTATUS
X'-X" x X'-X"3TO REMAIN
U-FACTOR SHGC
- -- -(E)
3 - -- -
1NEW
1
2
3
4
5
X'-X" x X'-X"
2'-6" x 4'-0"
TO BE REMOVED
WINDOW SCHEDULE
(E)
0.3 0.23
1NEW3'-0" x 2'-0"SLIDING 0.3 0.23
1NEW3'-0" x 1'-6"SLIDING, TEMP. GLASS 0.3 0.23
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 X AT SHEET X-X.X)
EXISTING WALL TO BE 1-HR. FIRE RATED W/ 1 LAYER 5/8"
TYPE "X" GYP. ON ONE SIDE (SEE DETAIL X AT SHEET X-X.X)
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
2x FURRING WALL
SLIDING, TEMP. GLASS 0.3 0.23
CASEMENT
6 1NEW3'-6" x 3'-0"SLIDING 0.3 0.23
7 1NEW24" x 48"SKYLIGHT, CURB-MOUNTED - -- -
RH
KITCHEN VENTED RANGE HOODS
I. HERS VERIFICATION OF AIRFLOW AND SOUND RATINGS.
II. MINIMUM AIRFLOW OF 180 CFM (PER TABLE 150.0-G SHEET A-2.5).
III. MAXIMUM SONE RATING OF 3.0.
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-2.2
PROPOSED FLOOR
PLAN
2805 N Olive Ln
11/18/2024
(E
)
R
I
D
G
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)WALL BELOW
LINE OF (E)WALL BELOW
LINE OF (E)WALL BELOW
LINE OF (E)WALL BELOW
LI
N
E
O
F
(
E
)
W
A
L
L
B
E
L
O
W
(E)ROOF CRICKET
(E)2% MIN. SLOPE
(E)ROOF CRICKET
TO BE REMOVED
(E
)
2
%
M
I
N
.
S
L
O
P
E
EXISTING ROOF PLAN1
SCALE: 1/4" = 1'-0"
1'
-
6
"
1'-6"
1'
-
6
"
1'-6"
1'
-
6
"
1'-6"
1'
-
6
"
1'
-
6
"
1'
-
6
"
1'-4"
1'-4"
1'-6"
1'-6"
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
N
(E)2% MIN. SLOPE
(E)2% MIN. SLOPE (E)2% MIN. SLOPE
LI
N
E
O
F
(
E
)
W
A
L
L
B
E
L
O
W
LI
N
E
O
F
(
E
)
W
A
L
L
B
E
L
O
W
(E)FLAT ROOF TO
BE REMOVED
(E)FLAT ROOF TO
BE REMOVED
(E)ROOF CRICKET
TO BE REMOVED
(E
)
R
I
D
G
E
LINE OF (E)GARAGE BELOW
LINE OF (E)GARAGE BELOW
LI
N
E
O
F
(
E
)
G
A
R
A
G
E
B
E
L
O
W
LI
N
E
O
F
(
E
)
G
A
R
A
G
E
B
E
L
O
W
LI
N
E
O
F
(
E
)
G
A
R
A
G
E
B
E
L
O
W
NEW ROOF COVERING
TYPE OF ROOFING: CLASS "A" ROOF SHINGLE
MANUFACTURER: GAF
PRODUCT: BY OWNER
COLOR: BY OWNER
ICC - ERS # 3267
**OR SIMILAR APPROVED**
=
NEW ROOF AREA=
EXISTING ROOF SHINGLES COVERING=
HATCH LEGEND
EXISTING ROOF TO BE REMOVED=
ATTIC VENTILATION
=
CLASS: A
TYPE OF ROOFING= TORCH GRANULE COOL ROOF
MANUFACTURER= POLYGLASS USA INC
PRODUCT= POLY FRESKO
COLOR= BY OWNER
ICC ESR - 2018
**OR SIMILAR APPROVED**
ATTIC AREA = 680 Sq. Ft.=
NEW ATTIC AREA 680 Sq. Ft.
ATTIC VENT REQUIRED = 680 / 150 = 4.53 Sq. Ft. x 144 = 653 Sq. In.
a.- O'HAGIN VENTS = 72 Sq. In. OF NET FREE AIR FLOW
No. OF O'HAGIN VENTS PROVIDED = 8 x72 Sq. In. = 576 Sq. In.
b.- GABLE VENTS = 110 Sq. In. OF NET FREE AIR FLOW
= O'HAGIN FLAT VENT = GABLE VENT
No. OF GABLE VENTS PROVIDED = 2 x 110 Sq. In. = 220 Sq. In.
REQUIRED = 653 Sq. In. / PROPOSED = 796 Sq. In.......OK.
14"
18
"
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.
*
*
24"
18
"
=
SKYLIGHTS
NEW SKYLIGHT VELUX PRODUCTS,
MODEL (BY OWNER)
LARR#25885
SEE DETAILS AT SHEET A-5.2
LARR#25885
SKYLIGHT
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-2.3
EXISTING ROOF
PLAN
2805 N Olive Ln
11/18/2024
NEW ROOF COVERING
TYPE OF ROOFING: CLASS "A" ROOF SHINGLE
MANUFACTURER: GAF
PRODUCT: BY OWNER
COLOR: BY OWNER
ICC - ERS # 3267
**OR SIMILAR APPROVED**
=
NEW ROOF AREA=
EXISTING ROOF SHINGLES COVERING=
HATCH LEGEND
EXISTING ROOF TO BE REMOVED=
ATTIC VENTILATION
(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)WALL BELOW
LINE OF (E)WALL BELOW
LI
N
E
O
F
(
E
)
W
A
L
L
B
E
L
O
W
LI
N
E
O
F
(
E
)
W
A
L
L
B
E
L
O
W
LINE OF (E)GARAGE BELOW
LI
N
E
O
F
(
E
)
G
A
R
A
G
E
B
E
L
O
W
(E)ROOF CRICKET
PROPOSED ROOF PLAN1
SCALE: 1/4" = 1'-0"
1'
-
6
"
1'-6"
1'
-
6
"
1'-6"
1'
-
6
"
1'-6"
1'-6"
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
N
AD
D
I
T
I
O
N
RO
O
F
EX
I
S
T
I
N
G
RO
O
F
LINE OF NEW WALL BELOW
LI
N
E
O
F
N
E
W
W
A
L
L
B
E
L
O
W
LI
N
E
O
F
N
E
W
WA
L
L
B
E
L
O
W
1'
-
6
"
1'
-
6
"
1'-6"
1'-6"
3'-10"
5'-4"
NE
W
4
:
1
2
SL
O
P
E
NE
W
4
:
1
2
SL
O
P
E
7
NEW ROOF
CRICKET
=
CLASS: A
TYPE OF ROOFING= TORCH GRANULE COOL ROOF
MANUFACTURER= POLYGLASS USA INC
PRODUCT= POLY FRESKO
COLOR= BY OWNER
ICC ESR - 2018
**OR SIMILAR APPROVED**
(E
)
R
I
D
G
E
AD
D
I
T
I
O
N
RO
O
F
EX
I
S
T
I
N
G
RO
O
F
ATTIC AREA = 680 Sq. Ft.=
NEW ATTIC AREA 680 Sq. Ft.
ATTIC VENT REQUIRED = 680 / 150 = 4.53 Sq. Ft. x 144 = 653 Sq. In.
a.- O'HAGIN VENTS = 72 Sq. In. OF NET FREE AIR FLOW
No. OF O'HAGIN VENTS PROVIDED = 8 x72 Sq. In. = 576 Sq. In.
b.- GABLE VENTS = 110 Sq. In. OF NET FREE AIR FLOW
= O'HAGIN FLAT VENT = GABLE VENT
No. OF GABLE VENTS PROVIDED = 2 x 110 Sq. In. = 220 Sq. In.
REQUIRED = 653 Sq. In. / PROPOSED = 796 Sq. In.......OK.
14"
18
"
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.
*
*
(E
)
R
I
D
G
E
NE
W
R
I
D
G
E
1'
-
6
"
NE
W
R
I
D
G
E
LI
N
E
O
F
(
E
)
G
A
R
A
G
E
B
E
L
O
W
NEW ROOF CRICKET
(2% MIN. SLOPE)
A
A-4.1
24"
18
"
B
A-4.1
1
A-5.2
7
A-5.1
LINE OF NEW WALL BELOW
=
SKYLIGHTS
NEW SKYLIGHT VELUX PRODUCTS,
MODEL (BY OWNER)
LARR#25885
SEE DETAILS AT SHEET A-5.2
LARR#25885
SKYLIGHT
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-2.4
PROPOSED ROOF
PLAN
2805 N Olive Ln
11/18/2024
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
P
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
WHOLE-BUILDING IAQ VENTILATION EXHAUST FAN THAT WILL OPERATE
CONTINUOUSLY AND IS REQUIRED TO BE RATED FOR SOUND AT A
MAXIMUM OF 1 SONE. THIS EXHAUST FAN CAN BE CONTROLLED BY A
STANDARD ON/OFF SWITCH BUT THE SWITCH MUST BE LABELED
CLEARLY DISPLAYING THE FOLLOWING TEXT, OR EQUIVALENT: "THIS
SWITCH CONTROLS THE INDOOR AIR QUALITY VENTILATION FOR THE
HOME. LEAVE SWITCH IN THE 'ON' POSITION AT ALL TIMES UNLESS THE
OUTDOOR AIR QUALITY IS VERY POOR." [150.0(O)J].
CFM SHALL BE : 80 (PER ENERGY REPORT)
ELECTRICAL PLAN1
SCALE: 1/4" = 1'-0"
(E)2-CAR GARAGE
FI
R
E
P
L
A
C
E
VA
U
L
T
E
D
CE
I
L
I
N
G
CE
I
L
I
N
G
HT
.
8
'
-
0
"
PR
O
P
E
R
T
Y
L
I
N
E
N
AD
D
I
T
I
O
N
EX
I
S
T
I
N
G
AD
D
I
T
I
O
N
EX
I
S
T
I
N
G
LED STRIP LIGHT
PR
O
P
E
R
T
Y
L
I
N
E
LE
D
S
T
R
I
P
L
I
G
H
T
P
EF
SD
SD
EF
RH
3/
D
S
3/
D
S
3S
3S
S
S S
PS
PS
S
SS
3S
S
3S3S
3S
S
SSS
GFCI
AF
C
I
WP
WP
AFCI AFCI
AF
C
I
AF
C
I
AF
C
I
AFCI
AFCI AFCI
AF
C
I
AF
C
I
AFCI
GFCI
GF
C
I
GF
C
I
AF
C
I
AF
C
I
AF
C
I
AFCI
GFCI
GF
C
I
GF
C
I
GF
C
I
GF
C
I
GF
C
I
GFCI
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
EXHAUST DUCT TERMINATION.
AIR DUCTS SHALL EXHAUST 3’-0” FROM
PROPERTY LINE AND 3’-0” FROM OPENINGS
INTO THE BUILDING. CMC 504.5
SD CM
SD
OS
OS
OS
A.ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS
B.UNDERSHELF. DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE
FROM CEILING LIGHTING
C.LIGHTING IN HABITABLE SPACE SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING
CONTROLS
INDOOR LIGHTING CONTROL NOTES:
NA
T
U
R
A
L
G
A
S
R
A
N
G
E
+
H
O
O
D
(
1
8
0
c
f
m
)
HOOD SYSTEM VENTED TO OUTDOORS
TABLE 150.0-G:
DWELLING UNIT
FLOOR AREA (ft²)
>1500
HOOD OVER
ELECTRIC RANGE
HOOD OVER NATURAL
GAS RANGE
>1000-1500
750-1000
<750
110 cfm
110 cfm
130 cfm
160 cfm
180 cfm
250 cfm
280 cfm
280 cfm
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-2.5
PROPOSED ROOF
PLAN
2805 N Olive Ln
11/18/2024
PROPOSED SOUTH ELEVATION2SCALE: 1/4" = 1'-0"
ADDITIONEXISTING
8'
-
0
"
FINISH FLOOR
TOP PLATE
8'
-
0
"
TOP OF ROOF
0'
-
6
"
FINISH SURFACE
16
'
-
6
"
1 1
23
4
582 6
D
1
3
10
KEY NOTES
(E) 7/8" EXTERIOR CEMENT STUCCO
(E) ROOF SHINGLES
NEW ROOF SHINGLES COVERING
MANUFACTURER= GAF
PRODUCT : BY OWNER
COLOR/FINISH: BY OWNER
ICC ERS 2
*OR SIMILAR APPROVED*
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
NEW O'HAGIN VENT
(SEE CALC. ON SHEET A-2.4)
NEW 2x FASCIA BOARD TO MATCH IN COLOR, SIZE &
MATERIAL WITH EXISTING FASCIA BOARD IN THE HOUSE
NEW GABLE VENT
(SEE CALC. ON SHEET A-2.4)
NEW ROOF CRICKET (2% MIN. SLOPE)
1
2
3
6
7
8
9
4
5
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
(E) 2x FASCIA BOARD
EGRESS WINDOW
26 GA. GI WEEP SCREED ,4" MIN. ABOVE EARTH OR
2" MIN ABOVE PAVED AREA (TYP.)
(SEE DETAIL 5/A-5.1)
10
PROPOSED WEST ELEVATION1SCALE: 1/4" = 1'-0"
1 1
3389
8'
-
0
"
FINISH FLOOR
TOP PLATE
8'
-
0
"
TOP OF ROOF
FINISH SURFACE
7 6
PR
O
P
E
R
T
Y
L
I
N
E
5'-4"
3'-10"
A H
1 1
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-3.1
PROPOSED
ELEVATIONS
2805 N Olive Ln
11/18/2024
ADDITION EXISTING
PROPOSED NORTH ELEVATION2SCALE: 1/4" = 1'-0"
1 1
223 3
4 4 4
5588
8'
-
0
"
FINISH FLOOR
TOP PLATE
8'
-
0
"
TOP OF ROOF
0'
-
6
"
FINISH SURFACE
16
'
-
6
"
6
6
10
KEY NOTES
(E) 7/8" EXTERIOR CEMENT STUCCO
(E) ROOF SHINGLES
NEW ROOF SHINGLES COVERING
MANUFACTURER= GAF
PRODUCT : BY OWNER
COLOR/FINISH: BY OWNER
ICC ERS 2
*OR SIMILAR APPROVED*
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
NEW O'HAGIN VENT
(SEE CALC. ON SHEET A-2.4)
NEW 2x FASCIA BOARD TO MATCH IN COLOR, SIZE &
MATERIAL WITH EXISTING FASCIA BOARD IN THE HOUSE
NEW GABLE VENT
(SEE CALC. ON SHEET A-2.4)
NEW ROOF CRICKET (2% MIN. SLOPE)
1
2
3
6
7
8
9
4
5
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
(E) 2x FASCIA BOARD
EGRESS WINDOW
26 GA. GI WEEP SCREED ,4" MIN. ABOVE EARTH OR
2" MIN ABOVE PAVED AREA (TYP.)
(SEE DETAIL 5/A-5.1)
10
PR
O
P
E
R
T
Y
L
I
N
E
8'
-
0
"
FINISH FLOOR
TOP PLATE
PROPOSED EAST ELEVATION1SCALE: 1/4" = 1'-0"
8'
-
0
"
TOP OF ROOF
0'
-
6
"
FINISH SURFACE
16
'
-
6
"
8'
-
0
"
FINISH FLOOR
TOP PLATE
4'
-
5
"
TOP OF ROOF
0'
-
6
"
FINISH SURFACE
12
'
-
1
1
"
1
3
4 4
68 876
5'-4"
3'-10"
J
4
5
K
10 10 10 10
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-3.2
PROPOSED
ELEVATIONS
2805 N Olive Ln
11/18/2024
1 CROSS SECTION "A"
SCALE: 3/8" = 1'-0"
FINISH SURFACE
FINISH FLOOR
TOP PLATE
TOP OF ROOF
FINISH SURFACE 0'
-
6
"
8'
-
0
"
8'
-
0
"
16
'
-
6
"
FINISH FLOOR
TOP PLATE
TOP OF ROOF
(E) CONC. FTG.(E) CONC. FTG.(E) CONC. FTG.
(E) CONCRETE SLAB
(R) KITCHEN (R) DINING (R) BATH #2 (R) BEDROOM #1
NEW ATTIC
(E) 2x STUD WALL (E) 2x STUD WALL (E) 2x STUD WALL
(E) 2x C.J's (E) 2x C.J's (E) 2x C.J'sNEW 7x BEAM
(PER STRUCTURAL PLAN)
(E)2x R.R's
(E)2x RIDGE
(E)2x R.R's
NEW 2x R.R's
(PER STRUCTURAL PLAN)
NEW 2x RIDGE
(PER STRUCTURAL PLAN)
NEW 2x R.R's
(PER STRUCTURAL PLAN)
NEW 2x C.J's
(PER STRUCTURAL PLAN)
NEW R38 INSULATION
(PER ENERGY CALCS)
PR
O
P
E
R
T
Y
L
I
N
E
5'-4"
3'-10"
L
6
(E) ATTIC
NEW KNEE
BRACE BEYOND
(E) PURLIN
NEW PURLIN
7
SD-1
SD-2 1
SD-2
3
SD-2
(E) EXTERIOR
CEMENT STUCCO(E) EXTERIOR
CEMENT STUCCO
NEW PURLIN
WITH 2x4 @
16" O.C.
NEW PURLIN
10
SD-2
11
SD-2
45
°
(E) KNEE BRACE
BEYOND
7A
EXISTINGADDITION
FINISH SURFACE0'
-
6
"
8'
-
0
"
8'
-
0
"
16
'
-
6
"
FINISH FLOOR
TOP PLATE
TOP OF ROOF
FINISH SURFACE 0'
-
6
"
VA
R
I
E
S
VA
R
I
E
S
13
'
-
1
1
"
FINISH FLOOR
TOP PLATE
TOP OF ROOF
NEW CONC. FTG.
(PER STRUCTURAL PLAN)
(E) CONC. FTG.(E) CONC. FTG.
(R) KITCHEN (E) LIVING ROOM
(E) ATTIC
NEW ATTIC
(E) CONCRETE SLABNEW CONCRETE SLAB
(PER STRUCTURAL PLAN)
(E) 2x C.J's
(E) 2x C.J's
(E)2x R.R's
NEW 2x R.R's
(PER STRUCTURAL PLAN)
NEW 7x BEAM
(PER STRUCTURAL PLAN)
NEW 2x C.J's
(PER STRUCTURAL PLAN)
NEW 7/8" SMOOTH
EXTERIOR CEMENT
STUCCO (E) EXTERIOR
CEMENT STUCCO
2 CROSS SECTION "B"
SCALE: 3/8" = 1'-0"
K
1
NEW 7x BEAM
(PER STRUCTURAL PLAN)
(E) CRIPPLE WALL
PROVIDE 2-2xROOF
RAFTERS AT NEW
CRIPPLE WALL
NEW 7x BEAM BEYOND
(PER STRUCTURAL PLAN)
6
SD-2
6
SD-2
8
SD-1
NEW R38 INSULATION
(PER ENERGY CALCS)
NEW R15 INSULATION
(PER ENERGY CALCS)
1
SD-1
SIM
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-4.1
CROSS SECTIONS
2805 N Olive Ln
11/18/2024
3
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
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
WOOD SHEATHING WHERE APPLIES
2 LAYERS WATER-RESISTIVE BARRIER
(BUILDING PAPER)
METAL LATH OR WELDED WIRE LATH
SCRATCH COAT
BROWN COAT
FINISH COAT
WEEP SCREED
TRADITIONAL THREE-COAT STUCCO FINISH
4 WALL CONSTRUCTION / STUCCO DETAIL
5
WINDOW FRAMING, FLASHING, FRAME
AND WEATHER RESISTANT PAPER
WINDOW FRAMING,
FLASHING, FRAME
DOOR FRAMING,
FLASHING, FRAME
1.PREPARE THE WRB AT THE ROUGH OPENING: CUT AND FOLD HOUSE WRAP.
2.INSTALL PAN FLASHING: FOR A SLAB OR FOUNDATION WALL APPLICATION, ALIGN THE FRONT EDGE FOR A
CONTINUOUS SLAB OR FOUNDATION WALL APPLICATION, OR FOLD DOWN FOR A STEP DOWN SLAB; IT IS
IMPORTANT TO INTEGRATE A BACK DAM WITH THE FINISH FLOORING/TRIM.
3.INSTALL THE DOOR: WHERE SEALANT IS USED UNDER THE DOOR THRESHOLD, ENSURE THAT WATER IS ALLOWED
TO DRAIN OUT OF THE PAN FLASHING. FOR THIS EXAMPLE, APPLY SEALANT AT THE WRB/BRICK MOLD
INTERFACE AT THE TOP AND SIDES (SHOWN IN RED). INSTALL A DRIP CAP OF METAL, PLASTIC, OR OTHER
APPROVED MATERIAL (SHOWN AS GREEN) ABOVE THE BRICK MOLD (AS REQUIRED BY THE DOOR
MANUFACTURER, PARTICULARLY WHERE NOT PROTECTED BY A PORCH OR OVERHANG) IN A BEAD OF SEALANT
AND SECURE TO THE WALL.
4.FOR THIS EXAMPLE, THE SEALANT ACTS AS THE JAMB FLASHING. AFTER INSTALLING THE DOOR, APPLY
ADDITIONAL SEALANT WHERE THE BRICK MOLD MEETS THE HOUSE WRAP.
5.INSTALL THE HEAD FLASHING: OVER THE VERTICAL LEG OF THE DRIP CAP.
6.INTEGRATE THE WRB: FOLD DOWN THE HOUSE WRAP FLAP AND TAPE DIAGONAL SEAMS WITH CONSTRUCTION
TAPE.
STEP 6 INSTALL
WEATHER RESISTANT
PAPER OVERLAP
PAPER 2" MIN IN
WEATHERBOARD
FASHION, COVER TOP
AND VERTICAL
FLASHING
STEP 5 INSTALL
WEATHER RESISTANT
PAPER STARTING AT
BOTTOM. INSTALL
UNDER HORIZ SILL
FLASHING
PROVIDE BEAD OF
BUTYL SEALANT, FED
SPEC TT-S-1657,
BETWEEN WINDOW
FRAME AND "MOISTOP"
FLASHING
STEP 3 INSTALL
WINDOW FRAME IN A
CONT BEAD OF
SEALANT ON BOTTOM
AND VERTICAL SIDES
OF NAILING FLANGE
STEP 4 APPLY TOP
HORIZONTAL FLASHING,
OVERLAPPING AND
SEALED AGAINST TOP
NAILING FLANGE
9" MINIMUM WIDE
FORTIFIBER "MOISTOP"
FLASHING - TYPICAL
STEP 2 APPLY
VERTICAL SECTIONS OF
FLASHING, LAP OVER
HORIZ. BOTH SIDES
STEP 1 FASTEN TOP OF
HORIZ FLASHING AT
SILL. LEAVE BOTTOM
LOOSE FOR
APPLICATION OF
WEATHER RESISTANT
PAPER IN STEP 5
6 WINDOW & DOOR FLASHING
8 THRESHOLD & LANDING
7
9 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
LANDING
DOOR THRESHOLD
EGRESS DOOR
INTERIOREXTERIOR
THRESHOLD & LANDING HEIGHT
SECTION VIEW
36" MINIMUM
1.
5
"
M
A
X
.
DRAINAGE DETAIL
DETAIL B
8"
M
I
N
.
10' MIN.
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
DETAIL C
FLO
W
L
I
N
E
5% MIN.
8"
M
I
N
.
2% MIN.
SIDE SETBACK ( SEE SITE PLAN)
NO SCALE
NO SCALE
NO SCALE
2% MIN.5% MIN.
PROPOSED
STRUCTURE
PROPOSED
STRUCTURE
SIDE SETBACK (SEE SITE PLAN)
2% MIN.
PR
O
P
E
R
T
Y
L
I
N
E
0.
5
%
M
I
N
.
S
L
O
P
E
FL
O
W
L
I
N
E
8"
M
I
N
.
PROPOSED
STRUCTURE
PROPOSED
STRUCTURE
PROPERTY LINE
BLOCK WALL OR
WOOD FENCE
NATURAL GRASS
DG/ GRASS NATIVE
BIO SWALE RIVER
COBBLE OR DG
FENCE
2% MIN.
CONCRETE SLAB OR
CONCRETE SWALE
1
NOTE: EXTERIOR WALL, PROJECTIONS, AND OPENINGS ON THIS WALL SHALL
COMPLY WITH TABLE R302.1(1) FOR FIRE RESISTANCE RATING.
1-HR FIRE RATED ROOF EAVE
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)
1
2" THICK
GYPSUM BOARD
2x C.J.
DOUBLE PLATE
2x STUDS @ 16" O.C.
1/2" THICK GYPSUM BOARDPLYWOOD SHEATHING
WHEN APPLIES
INSULATION
PER TITLE 24
7
8" THICK EXT.
STUCCO (3-COATS)
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
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-5.1
ARCHITECTURAL
DETAILS
2805 N Olive Ln
11/18/2024
FLAT PANEL SKYLIGHT
PROVIDE
CRICKET FOR
DRAINAGE
CURB FOR SKYLIGHT
2'-0"
-
4
'
-
6
"
,
T
Y
P
.
1'-0"
-
4
'
-
0
"
,
T
Y
P
.
FLAT PANEL UNIT SKYLIGHT - SLOPED ROOF
FRAME WIDTH, TYP.
ROUGH OPENING, TYP.
1/4"1/4"
FLAT PANEL UNIT - SKYLIGHT SECTION
1
METAL-FRAMED SKYLIGHT FITS
TO CURB; FLASHING REQUIRED
CURB
RAFTER
DOUBLE HEADER
SHEATHING
CRICKET
ROOF WINDOW WITH
SCREEN (OPTIONAL)
DOUBLE-GLAZED INSULATING
GLAZING, TYP. (MINIMUM VISUAL
DISTORTION)
INTEGRAL FLASHING
ALUMINUM OR WOOD FRAME, TYP.
(LOCKABLE FRAME, OPTIONAL)
INSULATING
DOUBLE GLAZING
OPERABLE VENT UNIT
MOUNTING
BRACKET, TYP.
INTEGRAL SKYLIGHT
FLASHING
SHINGLES
ROOFING FELT
FIXED UNIT
ROOF RAFTER
DETAIL2
DETAIL3
DETAIL4
DETAIL5
DETAIL6
DETAIL7
DETAIL8
DETAIL9
DETAIL10
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
A-5.2
ARCHITECTURAL
DETAILS
2805 N Olive Ln
11/18/2024
1.THE CONTRACTOR SHALL VERIFY AND BE RESPONSIBLE FOR:
A.ALL CONTRACT DOCUMENTS.
B.OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE CONTRACT DOCUMENTS.
C.ALL DIMENSIONS AND CONDITIONS AT THE SITE.
D.ANY CONDITION WHICH IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE.
E.INSURING PROPER ALIGNMENT OF FINAL STRUCTURE.
THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ARCHITECT AND THE STRUCTURAL ENGINEER OF ANY DISCREPANCY
OR OMISSION BEFORE PROCEEDING WITH THE WORK.
2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL REGULATING AGENCIES EXERCISING AUTHORITY OVER
ANY PORTION OF THE WORK, I.E. STATE OF CALIFORNIA, DIVISION OF INDUSTRIAL SAFETY AND CAL/OSHA, ETC. AND
SHALL CONFORM TO THE CURRENT C.B.C. OR LOCAL CODES.
3.ALL WORK SHALL CONFORM TO THE BEST PRACTICE PREVAILING IN THE VARIOUS TRADES COMPRISING THE WORK.
4.ANY ASTM DESIGNATIONS SHALL BE AS AMENDED TO DATE.
5.THE CONTRACTOR SHALL PROVIDE TEMPORARY ERECTION BRACING AND SHORING FOR ALL STRUCTURAL MEMBERS
OR AS REQUIRED FOR STRUCTURAL STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION.
6.SPECIFIC NOTES AND DETAILS SHALL TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS.
7.CONTRACTOR SHALL GIVE DUE AND LEGAL NOTICE TO ADJACENT PROPERTY OWNERS REGARDING THE PROTECTION
OF THEIR PROPERTY AND STRUCTURES WHICH MAY BE NECESSARY DUE TO EXCAVATION AND CONSTRUCTION
INDICATED ON THESE DRAWINGS IN DUE TIME PRIOR TO START OF EXCAVATION.
1.ALL EXISTING FILL, NEAR SURFACE SOFT SOILS, VEGETATION, DEBRIS AND DISTURBED SOILS IN THE STRUCTURE,
SLAB, OR PAVEMENT AREAS SHALL BE EXCAVATED, THE EXCAVATED AREAS SHALL BE OBSERVED BY THE SOIL ENGINEER,
2. AREAS TO RECEIVE COMPACTED SILL SHALL BE SCARIFIED TO A DEPTH OF AT LEAST 6 INCHES AND MOISTENED, AS
REQUIRED TO OBTAIN OPTIMUM MOISTURE. THE SCARIFIED AREAS SHALL BE COMPACTED TO 90% OF THE MAXIMUM
LABORATORY DENSITY AS DETERMINED BYE THE ASTM D 1557-70 COMPACTION METHOD.
3. THE LOOSE POCKETS OF THE SOIL BELOW THE PROPOSED BOTTOMS OF THE EXCAVATION PLANES SHALL BE
EXCAVATED AND RE COMPACTED. THE EXCAVATED AREA SHALL BE INSPECTED AND APPROVED BY THE SOILS ENGINEER
PRIOR TO PLACING CONTROLLED, COMPACTED FILL.
4. FILL, CONSISTING OF THE SOIL APPROVED BY THE SOILS ENGINEER, SHALL BE PLACED IN CONTROLLED LAYERS WITH
APPROVED COMPACTION EQUIPMENT. EACH LAYER SHALL MATERIAL USED THE FIELD DENSITY SHALL BE DETERMINED
BY THE ASTM 1556-64 METHOD OR EQUIVALENT.
5. THE EXCAVATED, ON SITE CLEAN FILL MATERIAL IS CONSIDERED SATISFACTORY FOR REUSE IN THE CONTROLLED
FILL. ALL IMPORTED FILL SHALL BE NONEXPANSIVE AND LARGER THAN 6 INCHES IN DIAMETER SHALL NOT BE USED.
UNLESS THEY AREA SUFFICIENTLY BROKEN DOWN.
6. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING GRADING BY THE SOIL ENGINEER TO ASSIST THE
CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION AND THE PROPER MOISTURE CONTENT. WHERE
COMPACTION OF LESS THAN 90% IS INDICATED, ADDITIONAL COMPACTIVE EFFORT SHALL BE MADE WITH ADJUSTMENT
AND/OR TESTED BYE THE ENGINEERING GEOLOGIST AND/OR REPRESENTATIVE OF:
A.PLACEMENT AND COMPACTION OF ANY STRUCTURAL COMPACTED FILL.
B.RETAINING WALL BACKDRAIN AND BACKFILL, AND UTILITY TRENCH BACKFILL.
C.BOTTOM OF THE EXCAVATION AFTER REMOVAL OF UNSUITABLE MATERIALS.
D.FOUNDATION EXCAVATION PRIOR TO FORMING AND POURING.
E.TEMPORARY EXCAVATION; AND
F.OTHER GEOTECHNICALLY RELATED SITE OPERATIONS.
GENERAL SPEC. FOR SITE GRADING & EXCAVATION
1.CONCRETE USED IN THE JOB SITE HAVE THE FOLLOWING COMPRESSIVE STRENGHT AT AGE 28 DAYS:
LOCATION IN METHOD OF ULTIMATE
STRUCTURE PROPORTIONING STRENGTH
A. SLAB ON GRADE STANDARD 2500PSI
B. WALL FOOTINGS STANDARD 2500PSI
C. POST OR COLUMN FOOTINGS STANDARD 2500PSI
NOTE: NO INSPECTION REQUIRED ON ALL OF THE ABOVE.
2. ALL CONCRETE SHALL BE STONE CONCRETE UTILIZING AGGREGATE CONFORMING TO ASTM C33. CEMENT SHALL BE
TYPE 1 OR 11 CONFORMING TO ASTM C 150.
3. CONCRETE COVER REINFORCING STEEL SHALL BE AS FOLLOWS, U.N.O.:
A. CONCRETE AGAINST EARTH (UNFORMED) ........3"
B. CONCRETE AGAINST EARTH (UNFORMED) .........2"
4. BEFORE CONCRETE IS PLACED TH ECONTRACTOR SHALL COORDINATE AND CHECK WITH ALL TRADES TO ENSURE
THE PROPER PLACEMENT OF ALL OPENINGS, SLEEVES, INSERTS, CURBS, DEPRESSIONS, ETC., RELATING TO THE WORK,
AS SHOWN IN THE DRAWINGS. ANY CHANGE OR DISCREPANCY SHALL BE APPROVED BY THE STRUCTURAL ENGINEER
AND THE LOCAL BUILDING AGENCY PRIOR TO PLACING OF CONCRETE.
5. ALL CONCRETE WITH A COMPRESSIVE STRENGTH IN EXCESS OF 2500 PSI AT 28 DAYS SHALL BE PLACED UNDER THE
SUPERVISION OF A DEPUTY-INSPECTOR LICENSED BYE THE LOCAL BUILDING OFFICIAL.
6. PLACEMENT DRAWINGS FOR REINFORCING STEEL SHALL BE PROVIDED AT THE JOB SITE A MINIMUM OF ONE WORKING
DAY PRIOR TO PLACING OF REINFORCING STEEL.
7. CONCRETE QUALITY, INSPECTION AND TESTS SHALL CONFORM TO THE LOCAL BUILDING CODE REQUIREMENTS FOR
CONCRETE DESIGNED BYE ULTIMATE STRENGTH METHOD.
8. ALL CONCRETE MIXES SHALL CONFORM TO THE PROPORTIONS ESTABLISHED BYE CODE FOR THE VARIOUS CONCRETE
STRENGTHS REQUIRED FOR THE WORK. CONTRACTOR SHALL ENGAGE A CERTIFIED INDEPENDENT TESTING
LABORATORY TO PREPARE MIX DESIGNS FOR THE WORK. COPIES OF SUCH MIX DESIGN, AS WELL AS 7 DAY AND 28 DAY
CYLINDERS TEST RESULTS SHALL BE SENT TO THE STRUCTURAL ENGINEER AND THE METHOD II US REQUIRED OPTIONAL
FOR OTHERS.
1.FOUNDATION ENGINEER SHALL INSPECT FOOTING EXCAVATIONS TO VERIFY DEPTHS
PRIOR TO PLACEMENT OF FORMS AND/OR REINFORCING STEEL.
2. ALL BACKFILL SHALL BE RECOMPACTED UNDER THE SUPERVISION OF THE FOUNDATION ENGINEER TO 90% OF
MAXIMUM DENSITY.
3. FOR SOUL INFORMATION, WHICH IS PART OF THE CONTRACT DOCUMENTS, REFER TO SOIL REPORT, IF APPLICABLE, AS
REQUIRED FOR RECOMMENDATIONS.
4. ALLOWABLE BEARING PRESSURE = 1000 PSF
FOUNDATIONS
1.CONCRETE BLOCK UNITS SHALL BE MEDIUM WEIGHT GRADE "N" UNITS ("OPEN END" BLOCKS) CONFORMING TO ASTM
C90. REFER TO ARCHITECTURAL DRAWINGS AND/OR SPECIFICATIONS FOR BLOCK SIZE, FACE, COLOR, JOINTING, ETC.
(f'm=1500psi)
2. BLOCK UNITS SHALL BE SUFFICIENTLY MOIST AT TIME OF LIVING TO PREVENT DEHYDRATION OF MORTAR AND GROUT
AND SHALL BE FREE OF ALL SUBSTANCES WHICH MIGHT IMPAIR THE BOND OF THE UNITS TO MORTAR AND GROUT.
3. MORTAR SHALL BE MACHINE MIXED TYPE "S" MIX CONSISTING OF, BY VOLUME 1 PART CEMENT, 1
4 PART TO 1
2 LIME
PUTTY, AND DAMP LOOSE AGGREGATE NOT LESS THAN 2-1/4 NOR MORE THAN 3 TIMES THE SUM OF THE VOLUMES OF
CEMENT AND LIME PUTTY USED.
4. GROUT SHALL BE MACHINE MIXED BY VOLUME AND CONSIST OF 1 PART CEMENT, 2 TO 3 PARTS SAND WITH 1
10 PART
LIME PUTTY. GROUT SPACE MORE THAN 4 INCHES IN WIDTH MAY HAVE IN ADDITION TO THE SAME NOT MORE THAN 2
PARTS PEA GRAVEL.
5. CEMENT FOR MORTAR AND GROUT SHALL BE LOW ALKALI TYPE CONFORMING TO ASTM C150.
6. MORTAR AND GROUT SHALL HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT AGE 28 DAYS OF:
MORTAR 1800 PSI
GROUT 2000 PSI
7. CONTINUOUS INSPECTIONS IS NOT REQUIRED FOR ALL CONCRETE BLOCK WALLS UNLESS NOTED ON DRAWINGS.
8. GROUT SOLID ALL CORES WITH REINFORCING TYPICAL. SOLID GROUT CALLED OUT ON PLANS IF REQUIRED.
CONCRETE MASONRY UNITS
1.ALL LUMBER SHALL BE STRESS GRADE DOUGLAS FIR (COAST REGION) UNLESS OTHERWISE NOTED.
A. 2x4 & 3x4 STUDS............................................................................................................................ STUD GRADE
B. ROOF JOIST & 2x6 STUDS .....................................D.F. NO. 2 J&P...............................................900 PSI
C. ROOF JOIST & 2x6 STUDS .....................................D.F. NO.2 J&P .............................................1000 PSI
D. ALL BEAMS ..............................................................D.F. NO.1 J&P .............................................1000 PSI
E. BEAMS GRATER THAN 5" THICK .........SELECT STRUCT, B & S ...............................................1450 PSI
F. POSTS ......................................................................D.F. NO.1 P&T ................................................925 PSI
2. ALL WOOD IN DIRECT CONTACT WITH THE GROUND, MASONRY OR CONCRETE SHALL BE TREATED WITH A
PRESERVATIVE, OR SHALL BE DECAY RESISTENT WOOD AS PRESCRIBED IN DIVISION 31 (WOOD PRESERVATIVE).
3. ALL WALLS SHALL BE BOLTED TO FOUNDATION (CONCRETE OR CONCRETE BLOCK) WITH 5
8" Ø ANCHOR BOLTS WITHIN
12" OF THE ENDS OF EACH WALL PANEL AND NOT MORE THAN 6'-0" O.C. WITH 3" x 3" x 1
4" PLATE WASHERS OR 7
32" Ø
SHOT PINS AT 3'-0" O.C., EXCEPT AS CALLED OUT FOR SHEAR WALLS.
4. A DOUBLE PLATE MADE OF TWO MEMBERS OF THE SAME WIDTH AS THE STUDS SHALL BE PLACED AT THE TOP OF
EVERY BEARING PARTITION OR EXTERIOR WALL. SUCH DOUBLE PLATES SHALL BE LAPPED AT CORNER, AND JOINTS, IN
UPPER AND LOWER MEMBERS, SHALL BE AT LEAST FOUR FEET APART, EXCEPT AT CORNERS.
5. EXTERIOR WALLS AND BEARING PARTITIONS SHALL BE FRAMED OF 2x4 STUDS @ 16" O.C. WHEN SUPPORTING LOADS
FORM ROOF AND A MAXIMUM OF ONE FLOOR ABOVE AND SHALL BE FRAMED OF 3X4 OR 2x6 STUDS @ 16" O.C. WHEN
SUPPORTING LOADS FROM ROOF AND TWO OR MORE FLOORS ABOVE UNLESS OTHERWISE NOTED ON DRAWING. AT
STAGGERED STUD WALLS USE 2x4 @16" EA. SIDE TYPICAL @ ALL FLOORS UNLESS NOTED OTHERWISE (SEE PLANS).
6. EVERY WOOD STUD BEARING WALL OR BEARING PARTITION SHALL BE BRACED AT EACH END OR AS NEAR AS
POSSIBLE, AN AT LEAST EVERY 25 FEET OF ITS LENGTH. THE TYPE OF BRACING SHALL MEET THE CODE REQUIREMENTS
FOR THIS PURPOSE.
7. FLOOR JOIST SHALL BE DOUBLED UNDER PARTITIONS RUNNING PARALLEL TO THE JOIST. USE DOUBLE STUDS OR
4X4 POSTS UNDER DOUBLE JOISTS OR 4x BEAMS, UNLESS OTHERWISE CALLED FOR ON FRAMING PLANS.
8. ALL NAILING SHALL BE DONE IN ACCORDANCE WITH THE MINIMUM REQUIREMENTS (TABLE 2304.10.1) LOCAL BUILDING
CODE, EXCEPT AS OTHERWISE SHOWN, AND SHALL BE DONE WITH COMMON WIRE NAILS UNLESS OTHER TYPE OF NAIL IS
ALLOWED BY THE 2022 CBC (SEE ALSO PLYWOOD NOTES.)
9. BOLTS SHALL BE UNFINISHED BOLTS CONFORMING TO ASTM A-307.
10. PLYWOOD SHALL BE INTERIOR TYPE WITH EXTERIOR GLUE CONFORMING TO "PSI-1-09/PS 2-10" OF GRADE CALLED FOR BELOW.
LAID WITH FACE GRAIN PERPENDICULAR TO SUPPORTS, USE COMMON NAILS ONLY UNLESS OTHERWISE APPROVED BY
THE STRUCTURAL ENGINEER AND LOCAL BUILDING OFFICIAL.
A. ROOF SHEATHING SHALL BE: 1
2" PLYWOOD, STRUCT. I NAILED WITH 8d NAILS @ 6" O.C. AT ALL DIAPHRAGM AND
WALL BOUNDARIES. CONTINUOUS PANEL EDGES ARE NOT BLOCKED, 8d NAILS 6" O.C. AT PLYWOOD PANEL EDGES AND 8d
NAILS @ 12" O.C. TO INTERMEDIATE SUPPORTS. INDEX #24/0.
B. FLOOR SHEATHING SHALL BE 5/8" PLYWOOD, (T&G), NAILED WITH 10d NAILS AT 6" O.C. AT ALL DIAPHRAGM AND WALL
BOUNDARIES. CONTINUOUS PANEL EDGES ARE NOT BLOCKED, 10d NAILS @ 6" O.C. AT PLYWOOD PANEL EDGES AND 10d
NAILS @10" O.C. TO INTERMEDIATE SUPPORTS. INDEX #32/16.
C. PLYWOOD SHEATHING SHALL BE INSPECTED AND APPROVED BY BUILDING INSPECTOR PRIOR TO COVERING WITH
FLOOR OR ROOF MATERIAL.
D. SOLID BLOCKING AT EDGES REQUIRED FOR PLYWOOD ONLY WHERE CALLED FOR N DRAWING.
WOOD FRAMING
1.STRUCTURAL STEEL ROLLED SECTIONS AND PLATE USED IN THE WORK SHALL CONFORM TO ASTM A36.
2.PIPE COLUMNS SHALL BE WELDED SEAMLESS PIPE CONFORMING TO ASTM 153 FOR GRADE "B" PIPE.
3.SQUARE OR RECTANGULAR TUBES SHALL BE WELDED SEAMLESS SECTIONS MADE OF STEEL CONFORMING TO ASTM
A500 GR "B".
4. ALL FABRICATION SHALL BE DONE IN THE SHOP OF A FABRICATOR LICENSED BYE IR ACCEPTABLE TO THE CITY OF
OR UNDER THE CONTINUOUS INSPECTION OF A REGISTERED DEPUTY INSPECTOR LICENSED BY THE SAME BODY.
5. ALL STRUCTURAL STEEL EXCEPT THAT PORTION TO BE EMBEDDED IN CONCRETE SHALL RECEIVE ONE SHOP COAT OF
PAINT AS DESCRIBED IN THE SPECIFICATIONS.
6. SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO
FABRICATION. ANY FABRICATION DONE PRIOR TO RECEIPT OF APPROVED SHOP DRAWINGS SHALL BE DONE AT THE CONTRACTOR'S
OWN RISK.
7. BOLTED CONNECTIONS USED IN THE WORK SHALL CONSIST OF UNFINISHED BOLTS CONFORMING TO ASTM A307.
8. CONTRACTOR SHALL PROVIDE BRACING AS REQUIRED TO MAINTAIN THE ALIGNMENT OF THE BUILDING FRAME UNTIL
ALL WELDING IS COMPLETED AND/OR SLABS AND WALLS AREA POURED.
STRUCTURAL STEEL
1.ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING CURRENT CERTIFICATES FROM THE CITY OF
ALL WELDING SHALL BE PERFORMED USING THE ELECTRICAL ARC PROCESS IN ACCORDANCE WITH APPLICABLE PORTIONS OF THE
"CODE
FOR ARC AND AS WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY".
2. CONTINUOUS INSPECTION IS REQUIRED FOR FIELD WELDING OF STRUCTURAL STEEL.
3. CONTINUOUS INSPECTION IS REQUIRED FOR WELDING OF REINFORCING STEEL.
4. ELECTRODES SHALL BE E70XX.
WELDING
1. GLUED LAMINATED BEAMS SHALL BE FABRICATED IN THE SHOP OF A FABRICATOR LICENCED BY THE LOCAL BUILDING
OFFICIAL. EACH BEAM SHALL HAVE AN IDENTIFYING NUMBER AND SHALL BE ACCOMPANIED BYE A CERTIFICATE OF
INSPECTION ISSUED BYE AN APPROVED INSPECTION OR TESTING AGENCY.
2. REFER TO ARCHITECTURAL DRAWINGS FOR APPEARANCE GRADE. FINISH, ETC.
3. ALL GLUED LAMINATED BEAMS SHALL BE FABRICATED OF STRESS GRACED DOUGLAS FIR LUMBER UTILIZING
COMBINATION "24F-V8 DF/DF." (2400 PSI).
4. GLUE SHALL BE EXTERIOR TYPE CONFORMING TO FEDERAL SPECIFICATION MIL A 397B OR MIL A-5534A.
5. REFER TO DRAWING FOR CAMBERS.
6. CONTRACTORS SHALL SUBMIT SHOP DRAWINGS OF GLUED LAMINATED BEAMS FOR APPROVAL PRIOR TO
FABRICATION.
7. THE MAX. MOISTURE CONTENT OF THE WOOD AT THE TIME OF GLUING SHALL NOT EXCEED 14% NOR LESS THAN 7%.
8. BEAM SHALL BE "INDUSTRIAL" APPEARANCE GRADE.
9. MATERIALS MANUFACTURE AND QUALITY CONTROL SHALL BE IN CONFORMANCE WITH COMMERCIAL STANDARD,
CS-253" STRUCTURAL GLUED LAMINATED TIMBER".
GLUED LAMINATED BEAMS
1. LARR#25202 (ICC-ESR-1387)
2. LATERAL SUPPORT IS REQUIRED AT ALL BEARING, POINT AND ALONG
COMPRESSION EDGE AT INTERVALS OF 24" O.C. OR CLOSER.
3. E = 2.0 x 10 psi (u.o.n) Fb=2,900 psi Fc=650 psi FcH=2,900 psi
4. PSL ARE MADE WITHOUT CAMBER, IN ADDITION TO COMPLYING WITH
THE DEFLECTION LIMITS OF THE APPLICABLE BLDG. CODE. (2022 CBC)
PARALLAM (PSL) - - / TRUSS JOIST MAC MILLAM
1. A. ALL REINFORCING STEEL SHALL BE NEW STOCK DEFORMED BARS CONFORMING TO ASTM A615, GRADE 40, UNLESS
NOTED OTHERWISE ON DRAWINGS.
2. ALL BARS SHALL BE FREE OF RUST. GREASE, MILL SCALE OR ANY MATERIAL WHICH MIGHT AFFECT ITS BOND TO
CONCRETE.
3. ALL BAR BLENDS SHALL BE MADE COLD.
4. BAR LAPS SHALL BE MADE AWAY FROM POINTS OF MAXIMUM STRESS OR AT LOCATIONS SHOWN ON THE DRAWINGS
AND AS INDICATED BELOW. THE MINIMUM AMOUNT OF ANY LAP SHALL BE 2 FEET FOR CONCRETE AND 40 DIAMETERS FOR
CONCRETE BLOCK MASONRY UNLESS NOTED OTHERWISE.
5. ALL TESTING OF REINFORCING STEEL SHALL BE AS REQUIRED BY LOCAL BUILDING CODE OR AS OTHERWISE NOTED IN
THE SPECIFICATIONS.
6. PRIOR WELDING PROCEDURE APPROVAL IS REQUIRED FOR WELDING OF GRADE 60 REINFORCING STEEL.
REINFORCING STEEL
STRUCTURAL NOTES
GENERAL:
CONCRETE
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
S-1
STRUCTURAL
NOTES
STRUCTURAL PLANS BY:
NEWPORT
E & C INC.
ANDREW KASHE
17011 INDEPENDENCE WAY
YORBA LINDA, CA 92886
CELL: 909-610-5409
C I V I L
SIGNED: 05 / 28 / 24
EXP. 12-31-24
ANDREW KASHE
R
E
G
I
STERED PRO F E S S IONAL ENG
I
N
E
E
R
STATE OF C A L IFORNIA
C94117
2805 N Olive Ln
11/18/2024
TABLE No. 2304.10.1: FASTENING SCHEDULE
DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
ROOF
1.BLOCKING BETWEEN CEILING JOISTS,
RAFTERS OR TRUSSES TO TOP PLATE OR
OTHER FRAMING BELOW
3-8d COMMON (2-1/2" x 0.131"); OR
3-10d BOX (3"x0.128"); OR
3-3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
EACH END, TOENAIL
BLOCKING BETWEEN RAFTERS OR TRUSS
NOT AT THE WALL TOP PLATE, TO RAFTER
OR TRUSS
2-8d COMMON (2-1/2" x 0.131")
2-3"x0.131" NAILS
2-3" 14 GAGE STAPLES
EACH END. TOENAIL
2-16d COMMON (3-1/2" x 0.162")
3-3"x0.131" NAILS
3-3" 14 GAGE STAPLES
END NAIL
FLAT BLOCKING TO TRUSS AND WEB FILLER 16d COMMON (3-1/2" x 0.162") @6" O.C.
3"x0.131" NAIL @ 6" O.C.
3"x14 GAGE STAPLES @ 6" O.C.
FACE NAIL
2. CEILING JOISTS TO TOP PLATE 3-8d COMMON (2-1/2" x 0.131"); OR
3-10d BOX (3"x0.128"); OR
3-3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
EACH JOIST, TOENAIL
3. CEILING JOIST NOT ATTACHED TO PARALLEL
RAFTER, LAPS OVER PARTITION (NO
THRUST) (SEE SECTION 2308.7.3.1, TABLE
2308.7.3.1)
3-16d COMMON (3-1/2" x 0.162"); OR
4-10d BOX (3"x0.128"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
FACE NAIL
4. CEILING JOIST ATTACHED TO PARALLEL
RAFTER (HEEL JOINT) (SEE SECTION
2308.7.3.1, TABLE 2308.7.3.1)
PER TABLE 2308.7.3.1 FACE NAIL
5. COLLAR TIE TO RAFTER 3-10d COMMON (3" x 0.148"); OR
4-10d BOX (3"x0.128"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
FACE NAIL
6. RAFTER OR ROOF TRUSS TO TOP PLATE
(SEE SECTION 2308.7.5, TABLE 2308.4.5)
3-10d COMMON (3" x 0.148"); OR
3-16d BOX (3-1/2"x0.135"); OR
4-10d BOX (3"x0.128"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
TOENAILC
7. ROOF RAFTER TO RIDGE VALLEY OR HIP
RAFTERS; OR ROOF RAFTER TO 2-INCH
RIDGE BEAM
2-16d COMMON (3-1/2" x 0.162"); OR
3-10d BOX (3"x0.128"); OR
3-3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
END NAIL
3-10d COMMON (3-1/2"x0.148"); OR
3-16d BOX (3-1/2"x0.135"); OR
4-10d BOX (3"x0.128"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
TOENAIL
WALL
8. STUD TO STUD (NOT AT BRACED WALL
PANELS)
16d COMMON (3-1/2" x 0.162")24" O.C. FACE NAIL
10d BOX (3" x 0.128"); OR
3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
16" O.C. FACE NAIL
9. STUD TO STUD AND ABUTTING STUDS AT
INTERSECTING WALL CORNERS (AT BRACED
WALL PANELS)
16d COMMON (3-1/2" x 0.162")16" O.C. FACE NAIL
16d BOX (3-1/2" x 0.135")12" O.C. FACE NAIL
3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
12" O.C. FACE NAIL
10. BUILT-UP HEADER (2" TO 2" HEADER)16d COMMON (3-1/2" x 0.162")16" O.C. EACH EDGE, F.N.
16d BOX (3-1/2" x 0.135")12" O.C. EACH EDGE, F.N.
TOENAIL11. CONTINUOUS HEADER TO STUD 4-8d COMMON (2-1/2"x0.131"); OR
4-10d BOX (3"x0.128")
12. TOP PLATE TO TOP PLATE 16d COMMON (3-1/2" x 0.162")16" O.C. FACE NAIL
10d BOX (3" x 0.128"); OR
3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
12" O.C. FACE NAIL
13. TOP PLATE TO TOP PLATE, AT END JOINTS 8-16d COMMON (3-1/2"x0.162"); OR
12-10d BOX (3"x0.128"); OR
12-3"x0.131" NAILS; OR
12-3" 14 GAGE STAPLES, 7/16" CROWN
EACH SIDE OF END JOINT,
FACE NAIL (MINIMUM 24"
LAP SPLICE LENGTH EACH
SIDE OF END JOINT)
14. BOTTOM PLATE TO JOIST, RIM JOIST, BAND
JOIST OR BLOCKING (NOT AT BRACE WALL
PANELS)
16d COMMON (3-1/2" x 0.162")16" O.C. FACE NAIL
3d BOX (3-1/2"x0.135"); OR
3"x0.131" NAILS; OR
3" 14 GAGE STAPLES, 7/16" CROWN
12" O.C. FACE NAIL
15. BOTTOM PLATE TO JOIST, RIM JOIST, BAND
JOIST OR BLOCKING AT BRACED WALL
PANELS
2-16d COMMON (3-1/2"x0.162"); OR
3-16d BOX (3-1/2"x0.135"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
16" O.C. FACE NAIL
16. STUD TO TOP OR BOTTOM PLATE 4-8d COMMON (2-1/2"x0.131"); OR
4-10d BOX (3"x0.128"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
TOENAIL
2-16d COMMON (3-1/2"x0.162"); OR
3-10d BOX (3"x0.128"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
END NAIL
17. TOP OR BOTTOM PLATE TO STUD 2-16d COMMON (3-1/2"x0.162"); OR
3-10d BOX (3"x0.128"); OR
3-3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
END NAIL
18. TOP PLATE, LAPS AT CORNERS AND
INTERSECTIONS
2-16d COMMON (3-1/2"x0.162"); OR
3-10d BOX (3"x0.128"); OR
3-3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
FACE NAIL
19. 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON (2-1/2"x0.131"); OR
2-10d BOX (3"x0.128"); OR
2-3"x0.131" NAILS; OR
2-3" 14 GAGE STAPLES, 7/16" CROWN
FACE NAIL
2-8d COMMON (2-1/2"x0.131"); OR
2-10d BOX (3"x0.128")
FACE NAIL20. 1"x6" SHEATHING TO EACH BEARING
3-8d COMMON (2-1/2"x0.131"); OR
3-10d BOX (3"x0.128")
FACE NAIL21. 1"x8" AND WIDER SHEATHING TO EACH
BEARING
FLOOR
22. JOIST TO SILL, TOP PLATE, OR GIRDER 3-8d COMMON (2-1/2"x0.131"); OR
10d BOX (3"x0.128"); OR
3"x0.131" NAILS; OR
3" 14 GAGE STAPLES, 7/16" CROWN
TOENAIL
23. RIM JOIST, BEND JOIST, OR BLOCKING TO
TOP PLATE, SILL OR OTHER FRAMING BELOW
8d COMMON (2-1/2"x0.131"); OR
10d BOX (3"x0.128"); OR
3"x0.131" NAILS; OR
3" 14 GAGE STAPLES, 7/16" CROWN
6" O.C. TOENAIL
2-8d COMMON (2-1/2"x0.131"); OR
2-10d BOX (3"x0.128")
FACE NAIL24. 1"x6" SUBFLOOR OR LESS TO EACH JOIST
2-16d COMMON (3-1/2"x0.162")FACE NAIL25. 2" SUBFLOOR TO JOIST OR GIRDER
2-16d COMMON (3-1/2"x0.162")EACH BEARING, F. N.26. 2" PLANKS (PLANK & BEAM - FLOOR & ROOF)
TABLE No. 2304.10.1: FASTENING SCHEDULE (CONTINUED)
DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER SPACING AND LOCATION
ROOF
2-16d COMMON (3-1/2"x0.162")32" O.C. FACE NAIL AT TOP
AND BOTTOM STAGGERED
ON OPPOSITE SIDES
27. BUILT-UP GIRDERS AND BEAMS, 2" LUMBER
LAYERS
10d BOX (3"x0.128"); OR
3"x0.131" NAILS; OR
3" 14 GAGE STAPLES, 7/16" CROWN
24" O.C. FACE NAIL AT TOP
AND BOTTOM STAGGERED
ON APPOSITE SIDES
2-20d COMMON (4"x0.192"); OR
3-10d BOX (3"x0.128"); OR
3-3"x0.131" NAILS; OR
3-3" 14 GAGE STAPLES, 7/16" CROWN
ENDS AND AT EACH
SPLICE, FACE NAIL
28. LEDGER STRIP SUPPORTING JOISTS OR
RAFTERS
3-16d COMMON (3-1/2"x0.162"); OR
4-10d BOX (3"x0.128"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
EACH JOIST OR RAFTER,
FACE NAIL
29. JOIST TO BAND JOIST OR RIM JOIST 3-16d COMMON (3-1/2"x0.162"); OR
4-10d BOX (3"x0.128"); OR
4-3"x0.131" NAILS; OR
4-3" 14 GAGE STAPLES, 7/16" CROWN
END NAIL
30. BRIDGING OR BLOCKING TO JOIST, RAFTER
OR TRUSS
2-8d COMMON (2-1/2"x0.162"); OR
2-10d BOX (3"x0.128"); OR
2-3"x0.131" NAILS; OR
2-3" 14 GAGE STAPLES, 7/16" CROWN
EACH END, TOENAIL
WOOD STRUCTURAL PANELS (WSP), SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND
PARTICLEBOARD WALL SHEATHING TO FRAMING A
EDGES
(INCHES)
INTERMEDIATE
SUPPORTS
(INCHES)
6d COMMON OR DEFORMED (2"x0.113")
(SUBFLOOR AND WALL)
631. 3/8" - 1/2"12
8d BOX OR DEFORMED (2-1/2"x0.113")
(ROOF)
6 12
2-3/8"x0.113" NAIL (SUBFLOOR AND
WALL)
6 12
1-3/4" 16 GAGE STAPLE, 7/16" CROWN
(SUBFLOOR AND WALL)
4 8
2-3/8"x0.113" NAIL (ROOF)4 8
1-3/4" 16 GAGE STAPLE, 7/16" CROWN
(ROOF)
3 6
8d COMMON (2-1/2"x0.131"); OR
6d DEFORMED (2"x0.113")
632. 19/32"-3/4"12
2-3/8"x0.113" NAIL; OR
2" 16 GAGE STAPLE, 7/16" CROWN
4 8
10d COMMON (3"x0.148"); OR
6d DEFORMED (2-1/2"x0.131")
633. 7/8"-1-1/4"12
OTHER EXTERIOR WALL SHEATHING
1-1/2" GALVANIZED ROOFING NAIL
(7/16" HEAD DIAMETER); OR
1-1/4" 16 GAGE STAPLE WITH 7/16" OR
1" CROWN
334. 1/2" FIBERBOARD SHEATHING 6B
1-3/4" GALVANIZED ROOFING NAIL
(7/16" HEAD DIAMETER); OR
1-1/2" 16 GAGE STAPLE WITH 7/16" OR
1" CROWN
335. 25/32" FIBERBOARD SHEATHING 6B
WOOD STRUCTURAL PANELS, COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING
8d COMMON (2-1/2"x0.131"); OR
6d DEFORMED (2"x0.113")
636. 3/4" AND LESS 12
8d COMMON (2-1/2"x0.131"); OR
8d DEFORMED (2"x0.131")
637. 7/8" - 1"12
10d COMMON (3"x0.148"); OR
8d DEFORMED (2-1/2"x0.131")
638. 1-1/8" - 1-1/4"12
PANEL SIDING TO FRAMING
6d CORRISION-RESISTANT SIDING
(1-7/8"x0.128"); OR 6d
CORROSION-RESISTANT CASING
(2"x0.099")
639. 1/2" OR LESS 12
8d CORRISION-RESISTANT SIDING
(2-3/8"x0.128"); OR 8d
CORROSION-RESISTANT CASING
(2-1/2"x0.113")
640. 5/8"12
INTERIOR PANELING
4d CASING (1-1/2"x0.080"); OR
4d FINISH (1-1/2"x0.072")
641. 1/4"12
6d CASING (2"x0.099"); OR
6d FINISH (PANEL SUPPORTS AT 24")
642. 3/8"12
FOR SI: 1 INCH = 25.4 MM
A.NAILS SPACED AT 6 INCHES AT INTERMEDIATE SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF
WOOD STRUCTURAL PANEL AND PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305.
NAILS FOR WALL SHEATHING ARE PERMITTED TO BE COMMON, BOX OR CASING.
B.SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGE AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS
FOR NONSTRUCTURAL APPLICANTS. PANEL SUPPORTS AT 16 INCHES (20 INCHES IF STRENGTH AXIS IN THE LONG
DIRECTION OF THE PANEL, UNLESS OTHERWISE MARKED)
C.WHERE A RAFTER IS FASTENED TO AN ADJACENT PARALLEL CEILING JOIST IN ACCORDANCE WITH THIS SCHEDULE
AND THE CEILING JOIST IS FASTENED TO THE TOP PLATE IN ACCORDANCE WITH THIS SCHEDULE, THE NUMBER OF
TOENAILS IN THE RAFTER SHALL BE PERMITTED TO BE REDUCED BY ONE NAIL.
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
S-2
FASTENING
SCHEDULE
STRUCTURAL PLANS BY:
NEWPORT
E & C INC.
ANDREW KASHE
17011 INDEPENDENCE WAY
YORBA LINDA, CA 92886
CELL: 909-610-5409
C I V I L
SIGNED: 05 / 28 / 24
EXP. 12-31-24
ANDREW KASHE
R
E
G
I
STERED PRO F E S S IONAL ENG
I
N
E
E
R
STATE OF C A L IFORNIA
C94117
2805 N Olive Ln
11/18/2024
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
89DETAIL
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
SLAB ON GRADE JOINTS
SAWCUT SLAB AS SOON AFTER POUR AS
POSSIBLE WITHOUT SPALLING CORNERS
REINF. PER PLAN
1
8"
't
'
/
3
't
'
WEAKEND PLANE JOINT (WPJ)
't
'
/
3
't
'
PULL TOP QUICK JOINT (INSTALL PER
MFR'S RECOMMENDATIONS)
REINF. PER PLAN
ALTERNATE WEAKEND PLANE JOINT (WPJ)
SCREED KEY JOINT
REINF. PER PLAN
(LAP = 2'-0")
't
'
CONSTRUCTION JOINT (CJ)
NOTES.
1.JOINT SPACING SHALL NOT EXCEED 24 TIMES THE SLAB THICKNESS IN BOTH DIRECTIONS. PANELS BOUNDED BY
SAWCUTS SHALL BE AS CLOSE TO SQUARE AS POSSIBLE, WITH A 1 1
2":1 MAXIMUM ASPECT RATIO.
2.CURING COMPOUND SHALL BE APPLIED IN TWO COATS IN OPPOSITE DIRECTION WITH AN EXTRA APPLICATION ON
ALL SAW CUT JOINTS. COMPOUND TO BE APPLIED WITHIN TWO HOURS OF FINISHING OPERATIONS.
3.UNDERGROUND UTILITIES, PIPING, CONDUIT, ETC. SHALL BE PLACED BELOW THE SAND. PIPING AND CONDUITS
SHALL NOT BE PLACE IN THE PLANE OF THE SLAB
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
S-3
TYPICAL DETAILS
STRUCTURAL PLANS BY:
NEWPORT
E & C INC.
ANDREW KASHE
17011 INDEPENDENCE WAY
YORBA LINDA, CA 92886
CELL: 909-610-5409
C I V I L
SIGNED: 05 / 28 / 24
EXP. 12-31-24
ANDREW KASHE
R
E
G
I
STERED PRO F E S S IONAL ENG
I
N
E
E
R
STATE OF C A L IFORNIA
C94117
2805 N Olive Ln
11/18/2024
A
A-4.1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
(E)POST
AD
D
I
T
I
O
N
EX
I
S
T
I
N
G
AD
D
I
T
I
O
N
EX
I
S
T
I
N
G
(E) SLAB ON GRADE TO REMAIN
(E) SLAB ON GRADE TO REMAIN
(E) SLAB ON
GRADE TO REMAIN
4" SLAB ON GRADE WITH #4 @ 16"
O.C. EA. WAY AT CENTER OF SLAB
OVER 2" SAND OVER 10 MIL. VAPOR
BARRIER OVER 2" SAND
NOTE. SATURATE SOIL 18" DEEP
PRIOR TO THE PLACEMENT OF
CONCRETE
CF-2
CF
-
2
CF-2
CF-2
CF
-
2
CF
-
2
CF
-
2
CF-2
CF-2
CF-2
CF-2
CF
-
2
CF
-
2
CF
-
2
CF
-
1
CF
-
1
CF-1
CF-1
(E) CONCRETE
LANDING
(E) CONCRETE
LANDING
NEW CONCRETE
LANDING
1'-0" WIDE FTG'S.
TYP. U.O.N.
1'
-
0
"
W
I
D
E
F
T
G
'
S
.
TY
P
.
U
.
O
.
N
.
1'
-
0
"
W
I
D
E
F
T
G
'
S
.
TY
P
.
U
.
O
.
N
.
SI
M
P
S
O
N
MS
T
2
7
NEW FLOOR JOISTS /CEILING JOISTS
NEW ROOF RAFTERS/TRUSSES
HEADER
BEAM
CF-1
EXISTING WALLS (2x STUDS @16" O.C.)
EXISTING WALLS TO BE DEMOLISH
1 5 8"Ø A.B. ATR GR36 @ 48" O.C.
2 5 8"Ø A.B. ATR GR36 @ 12" O.C.
LEGEND:
DESIGN CRITERIA:
ANCHOR BOLT SCHEDULE
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
(CONTRACTOR TO VERIFY IN FIELD)
EXISTING FLOOR JOISTS /CEILING JOISTS
EXISTING ROOF RAFTERS/TRUSSES
CONCRETE PAD SCHEDULE
MARK SIZE REINFORCING
F1 24"x24"x24" (DEEP)
CONCRETE PAD
2- #4 BARS EACH WAY
GRAVITY:
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
CEILING DL: 5 PSF
LATERAL:
WIND SPEED: 110 MPH
WIND EXPOSURE: B
R=6.5
SDS = 1.074
SMS = 1.611
S1= 0.477
SS = 1.432
RC = II
SDC = D
CS = 0.17
WALL #PLYWOOD
TYPE
15/32"
STRUCT.
2 X 8d common @6"
edge 12" feild
5
8" A.B @48" OC
W/SOLE NAIL 16D
@ 6" O.C. FOR E.R.
24" OC
8d common @4"
edge 12" feild
5
8" A.B @32" OC
W/SOLE NAIL 16D
@ 4" O.C. FOR E.R.
12" OC
1
2
15/32"
STRUCT.
NOTE: ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS
OR GALVANIZED
SHEARWALL SCHEDULE
EDGE NAIL PLATE NAIL A.B.A35 ALLOWABLEMEMBER
280
4302 X
8d common @2"
edge 12" feild
6" OC
3
15/32"
STRUCT.
8702 X 5
8" A.B @12" OC
W/SOLE NAIL 16D @
3" O.C. FOR E.R.
(SPECIAL INSPECTION
IS REQUIRED)
NEW 4x POST
F1
FOUNDATION PLAN1
SCALE: 1/4" = 1'-0"
1
SD-1
3
SD-1
3
SD-1
SD-1
4
6
SD-1
SD-1
8
SD-1
8
NEW 12" WIDE x24" DEEP INTO LOWEST GRADE
WITH 2 #4 BARS T&B CONT. CONCRETE FOOTING
NOTE:
CONTRACTOR IS RESPONSIBLE TO VERIFY ALL THE EXISTING CONDITION AND
SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES FOUND.
CF
-
2
CF
-
1
SD-1
1 2
SD-1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
5
SD-1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
5
SD-1
4x4
P
O
S
T
W
/
HDU
5-SD
S
2
.
5
2
SD-1
2
2
2
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
2
SD-1 1
SD-1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
2
SD-1
4x8
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
2
SD-1
7
SD-1
NEW
4
x
8
POS
T
6
SD-1
NEW
4
x
4
P
O
S
T
9
SD-1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
2
SD-1
2
2
10
SD-1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
2
SD-1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
2
SD-1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
2
SD-1
2
4x4
P
O
S
T
W
/
HDU
5-SD
S
2
.
5
5
SD-1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
2
SD-1
SD-1
1
SD-1
1
4" SLAB ON GRADE WITH #4 @ 16"
O.C. EA. WAY AT CENTER OF SLAB
OVER 2" SAND OVER 10 MIL. VAPOR
BARRIER OVER 2" SAND
NOTE. SATURATE SOIL 18" DEEP
PRIOR TO THE PLACEMENT OF
CONCRETE
11
SD-1
1 2 3
A
B
1'-0" WIDE FTG'S.
TYP. U.O.N.
1'-0" WIDE FTG'S.
TYP. U.O.N.
SIM
B
A-4.1
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
S-4
FOUNDATION
PLAN
STRUCTURAL PLANS BY:
NEWPORT
E & C INC.
ANDREW KASHE
17011 INDEPENDENCE WAY
YORBA LINDA, CA 92886
CELL: 909-610-5409
C I V I L
SIGNED: 05 / 28 / 24
EXP. 12-31-24
ANDREW KASHE
R
E
G
I
STERED PRO F E S S IONAL ENG
I
N
E
E
R
STATE OF C A L IFORNIA
C94117
2805 N Olive Ln
11/18/2024
NE
W
4
x
6
H
D
R
.
VAULTED CEILING
(E)POST
AD
D
I
T
I
O
N
EX
I
S
T
I
N
G
AD
D
I
T
I
O
N
EX
I
S
T
I
N
G
NEW SKYLIGHT
PROJECTION
(E)ATTIC
ACCESS
(E
)
R
I
D
G
E
NE
W
R
I
D
G
E
(E) BEAM
TO REMAIN
NEW
K
I
N
G
POS
T
A
B
O
V
E
(E)HDR
(E)HDR
(E)HDR
(E
)
H
D
R
(E)HDR
(E)HDR
(E)HDR
(E)HDR(E)HDR(E)HDR
(E)HDR
(E
)
H
D
R
(E
)
H
D
R
(E
)
H
D
R
(E)HDR
(E
)
H
D
R
(E
)
H
D
R
NEW 4x8 HDR.NEW
4x6 HDR.
NEW 4x6 HDR.NEW 4x8 HDR.
NE
W
4
x
8
H
D
R
.
NE
W
4
x
6
H
D
R
.
NEW 4x6 HDR.
(E
)
R
I
D
G
E
(E) 2x6 R.R's @ 24" O.C.
(E) 2x6 R.R's @ 24" O.C.
NEW ROOF CRICKET
(2% MIN. SLOPE)
(E) 2x4 C.J's
@ 16" O.C.
(E) 2x6 C.J's @ 16" O.C.
(E) 2x6 C.J's @ 16" O.C.
(E) 2x6 R.R's @ 24" O.C.
(E) 2x6 R.R's @ 24" O.C.
(E) 2x6 R.R's @ 24" O.C.
(E) 2x6 R.R's @ 24" O.C.
NE
W
4
x
8
H
D
R
.
NEW 2x6 R.R's @ 16" O.C.
NEW 2x8 R.R's @ 16" O.C.
NEW 2x8 R.R's @ 16" O.C.
NEW 2x8 R.R's @ 16" O.C.
NEW
4
x
8
POS
T
NE
W
M
S
T
3
7
NE
W
M
S
T
3
7
NE
W
MS
T
3
7
NEW 2x8 C.J's @ 16" O.C.
NEW 2x8 C.J's @ 16" O.C.
NEW 2x8 C.J's @ 16" O.C.
NEW 2x8 R.R's @ 16" O.C.
PROPOSED FRAMING PLAN1
SCALE: 1/4" = 1'-0"
1
SD-2
SD-2
2
SD-2
2
3
SD-2
NE
W
R
I
D
G
E
NEW 4x8
POST
4
SD-2
6
SD-2
SD-2
6
SD-2
NEW 7x11.875 PSL 2.2E BEAM
(E
)
R
I
D
G
E
B
R
D
.
(E) 2x6 C.J's @ 16" O.C.
(E) 2x6 C.J's @ 16" O.C.
SD-2
NEW
4
x
8
POS
T
8
SD-2
A
A-4.1
B
A-4.1
4x4
P
O
S
T
W
/
HDU
2-SD
S
2
.
5
L=
1
1
'
-
5
"
2
L=4'-10"
2
L=7'-3"
2
L=
6
'
-
0
"
3L=4'-9"
2
L=3'-6"
2
L=
7
'
-
0
"
2
1
SD-2
SD-2
2
NEW 2x8 C.J's @ 16" O.C.
9
SD-2
10
SD-2
11
SD-2
1 2 3
A
B
VA
U
L
T
E
D
CE
I
L
I
N
G
CE
I
L
I
N
G
HT
.
8
'
-
0
"
NE
W
7
x
1
1
.
2
5
P
S
L
2
.
2
E
B
E
A
M
NEW 7x11.25 PSL 2.2E BEAM
NEW
4
x
8
POS
T
SD-2
7A
8B
8B
5A
SD-2
NEW
M
S
T
4
8
MET
A
L
S
T
R
A
P
5A
SD-2
NEW
M
S
T
4
8
MET
A
L
S
T
R
A
P
NEW FLOOR JOISTS /CEILING JOISTS
NEW ROOF RAFTERS/TRUSSES
HEADER
BEAM
CF-1
EXISTING WALLS (2x STUDS @16" O.C.)
EXISTING WALLS TO BE DEMOLISH
1 5 8"Ø A.B. ATR GR36 @ 48" O.C.
2 5 8"Ø A.B. ATR GR36 @ 12" O.C.
LEGEND:
DESIGN CRITERIA:
ANCHOR BOLT SCHEDULE
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
(CONTRACTOR TO VERIFY IN FIELD)
EXISTING FLOOR JOISTS /CEILING JOISTS
EXISTING ROOF RAFTERS/TRUSSES
CONCRETE PAD SCHEDULE
MARK SIZE REINFORCING
F1 24"x24"x24" (DEEP)
CONCRETE PAD
2- #4 BARS EACH WAY
GRAVITY:
ROOF LIVE LOAD: 20 PSF
ROOF DEAD LOAD: 10 PSF
CEILING DL: 5 PSF
LATERAL:
WIND SPEED: 110 MPH
WIND EXPOSURE: B
R=6.5
SDS = 1.074
SMS = 1.611
S1= 0.477
SS = 1.432
RC = II
SDC = D
CS = 0.17
WALL #PLYWOOD
TYPE
15/32"
STRUCT.
2 X 8d common @6"
edge 12" feild
5
8" A.B @48" OC
W/SOLE NAIL 16D
@ 6" O.C. FOR E.R.
24" OC
8d common @4"
edge 12" feild
5
8" A.B @32" OC
W/SOLE NAIL 16D
@ 4" O.C. FOR E.R.
12" OC
1
2
15/32"
STRUCT.
NOTE: ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS
OR GALVANIZED
SHEARWALL SCHEDULE
EDGE NAIL PLATE NAIL A.B.A35 ALLOWABLEMEMBER
280
4302 X
8d common @2"
edge 12" feild
6" OC
3
15/32"
STRUCT.
8702 X 5
8" A.B @12" OC
W/SOLE NAIL 16D @
3" O.C. FOR E.R.
(SPECIAL INSPECTION
IS REQUIRED)
NEW 12" WIDE x24" DEEP INTO LOWEST GRADE
WITH 2 #4 BARS T&B CONT. CONCRETE FOOTING
NOTE:
CONTRACTOR IS RESPONSIBLE TO VERIFY ALL THE EXISTING CONDITION AND
SHALL NOTIFY THE ENGINEER OF RECORD IF ANY DISCREPANCIES FOUND.
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
S-5
FRAMING PLAN
STRUCTURAL PLANS BY:
NEWPORT
E & C INC.
ANDREW KASHE
17011 INDEPENDENCE WAY
YORBA LINDA, CA 92886
CELL: 909-610-5409
C I V I L
SIGNED: 05 / 28 / 24
EXP. 12-31-24
ANDREW KASHE
R
E
G
I
STERED PRO F E S S IONAL ENG
I
N
E
E
R
STATE OF C A L IFORNIA
C94117
2805 N Olive Ln
11/18/2024
3
PARTITION WALL, BOTTOM CONNECTION
5
6
7
8
9
10
12
2 HOLD-DOWN CONNECTION
1 NEW EXTERIOR FOOTING4
PER PLAN
FINISH SURFACE
E.N.
SLAB PER PLAN
NEW 2x STUD WALL
P.T.D.F. SILL PLATE & A.B. PER SHEARWALL
SCHEDULE (MIN. 2x w/ 5
8" DIA. A.B.)
8"
MI
N
.
2'
-
0
"
M
I
N
.
(B
E
A
R
I
N
G
D
E
P
T
H
)
3"
C
L
R
2 #4 CONT. REBAR TOP &
BOTTOM
SHEATHING PER PLAN
(WHERE OCCURS)
PAD GRADE
2'
-
0
"
M
I
N
.
(B
E
A
R
I
N
G
D
E
P
T
H
)
#4 x
24"
@ 32"
PER PLAN
FINISH GRADE
E.N.
POST PER PLAN
8"
MI
N
.
3"
C
L
R
2 #4 CONT. REBAR
TOP & BOTTOM
2'
-
0
"
M
I
N
.
(B
E
A
R
I
N
G
D
E
P
T
H
)
HOLD DOWN PER PLAN
(WHERE OCCURS)
ANCHORED BOLT PER PLAN
1 3
4"
MIN.
Le
=
1
0
"
M
I
N
.
2x4 P.T. SILL PLATE W/ 0.145"
DIA. RAMSET SHOT PIN @ 32"
PER ICC ESR # 1799. 1-1/8 "
MIN. EMBEDMENT
2x STUD WALL PER PLAN
GYPSUM BOARD (TYP)
CONCRETE SLAB
PER PLAN
12°
6"
NEW 2x STUDS
@ 16" O.C.
NEW 2x P.T. PLT.
EXIST. FTG.NEW. FTG.
5/8"Ø A.B.
PER PLAN
1- #4 CONT. REBAR
4 REBAR EMBEDDED (N) # 6"
INTO EXISTING FOOTING AT
3/4" DIA. x 10" LONG HOLE
W/SET-XP EPOXY ESR # 2508
W/SPECIAL INSPECTION
OLD TO NEW FOUNDATION CONNEC.
(E) 2x P.T. PLT.
SIMPSON 'MST27'
PAD GRADE
SLAB PER PLAN
SHEATHING PER PLAN
(WHERE OCCURS)
2'
-
0
"
M
I
N
.
(B
E
A
R
I
N
G
D
E
P
T
H
)
POST TO PLATE CONNECTION
NEW POST PER PLAN
(E)2x STUD WALL
(E)2x SILL PLATE
(E)CONCRETE FOOTING
8" MAX.
NEW 5/8" DIA THREADED ROD,
DRILL AND EPOXY WITH SIMPSON
'SET- XP' 5" EMBEDMENT. SPECIAL
INSPECTION REQUIRED
NEW SIMPSON A35
11
DETAIL
FINISH SURFACE
1-3/4" MIN. EDGE
OF DISTANCE
HOLD-DOWN CONNECTION (EX. FOOTING)
POST PER PLAN
SHEATHING PER PLAN
(WHERE OCCURS)
HOLD DOWN PER PLAN
E.N.
(E) CONC. SLAB
5/8"Ø ALL THREADED ROD W/ USE
SIMPSON EPOXY TIE SET-XP ICC-ESR #
2508 (SPECIAL INSPECTION REQUIRED)
Le
=
1
0
"
m
i
n
.
EXISTING CONCRETE FTG.
NEW SLAB TO EXISTING FOOTING
EXISTING SLAB ON GRADE
2-
1
/
2
"
NEW SLAB ON GRADE PER PLAN
#4x24" DOWELS @ 24"
DRILL & EPOXY W/SIMPSON
"SET-XP" (ICC-2508)
5" MIN. EMBED SPECIAL
INSPECTION REQUIRED
CLEAN CONTACT SURFACES
WITH WIRE BRUSH
8"
M
I
N
.
NEW INTERIOR FOOTING
E.N.
SLAB PER PLAN
STUDS PER PLAN OR
SHEARWALL SCHEDULE
P.T.D.F. SILL PLATE & A.B. PER SHEARWALL
SCHEDULE (MIN. 2x w/ 5
8" DIA. A.B. @ 48")
2'
-
0
"
M
I
N
.
(B
E
A
R
I
N
G
D
E
P
T
H
)
3"
C
L
R
SHEATHING PER PLAN
(WHERE OCCURS)
2 #4 CONT. REBAR TOP & BOTTOM
#4 x
24"
@ 32"
PER PLAN
CENTER LINE
FOOTING & STUDS
NEW ANCHORED BOLTS AT (E)FOOTING
(E) CONCRETE FTG.
(E) CONC. SLAB
SHEATHING PER PLAN
(WHERE OCCURS)
E.N.
USE SIMPSON EPOXY TIE SET-XP ICC-ESR # 2508
(SPECIAL INSPECTION REQUIRED)
2x STUD PER PLAN
OR S.W. SCHEDULE
2x SILL PLATE P.T.
W/ 5/8"Ø A.B. PER PLAN
FINISH SURFACE
1-3/4" MIN. EDGE
OF DISTANCE
5"
24"
EXISTING CONCRETE FOOTING
7"
M
I
N
.
7"
MI
N
.
PE
R
P
L
A
N
3"
MI
N
.
PER PLAN
5"
POST PER PLAN
CENTER LINE
FOOTING & STUDS
CONCRETE SLAB
PER PLAN
A35 EACH SIDE
TOP AND BOTTOM
2x SILL PLATE
#5 DOWELS , 1 EACH
DIRECTION (4 TOTAL)
CONCRETE PAD PER PLAN
3 #4 BARS EACH WAY
NEW INTERIOR CONCRETE PAD
(E) CONCRETE SLAB
(N) # 4 REBAR EMBEDDED
6" INTO EXISTING FOOTING AT
3/4" DIA. x 10" LONG HOLE
W/SET-XP EPOXY ESR # 2508
W/SPECIAL INSPECTION
NEW INTERIOR FOOTING AT (E)SLAB
E.N.
(E)CONC. SLAB
STUDS PER PLAN OR
SHEARWALL SCHEDULE
P.T.D.F. SILL PLATE & A.B. PER SHEARWALL
SCHEDULE (MIN. 2x w/ 5
8" DIA. A.B. @ 48")
2'
-
0
"
M
I
N
.
(B
E
A
R
I
N
G
D
E
P
T
H
)
3"
C
L
R
SHEATHING PER PLAN
(WHERE OCCURS)
2 #4 CONT. REBAR TOP & BOTTOM
#4 x
24"
@ 32"
PER PLAN
CENTER LINE
FOOTING & STUDS
7"
MI
N
.
5"5"
#4 DOWELS AT 16" O.C. STAGGERED
EMBEDDED 5" INTO CONCRETE SLAB.
USE EPOXY TIE SIMPSON SET-XP
ICC-ES ESR #2508.
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
SD-1
FOUNDATION
DETAILS
STRUCTURAL PLANS BY:
NEWPORT
E & C INC.
ANDREW KASHE
17011 INDEPENDENCE WAY
YORBA LINDA, CA 92886
CELL: 909-610-5409
C I V I L
SIGNED: 05 / 28 / 24
EXP. 12-31-24
ANDREW KASHE
R
E
G
I
STERED PRO F E S S IONAL ENG
I
N
E
E
R
STATE OF C A L IFORNIA
C94117
2805 N Olive Ln
11/18/2024
3
5
6
7
8
9
10
11
12
2
14
(E) 2x STUD
(E) TOP PLATE
NEW
METAL STRAP
PER PLAN
EXISTING ADDITION
STRAP CONNECTION
(E) TOP PLATE
NEW TOP PLATE
NEW MST48
OPENING
(E) 2x STUD
(E) TOP PLATE
RIDGE CONNECTION
SIMPSON ST22
W/18-16SD NAILS
SHEATHING & NAILING
PER PLAN
2x R.R'S PER PLAN
2x RIDGE BOARD
NOTE: OMIT PLYWOOD E.N. AT STRAP LOCATIONS
BEAM TO BEAM CONNECTION
CEILING BEAM PER PLAN
BEAM PER PLAN
SIMPSON 'HGU' HANGER
C. JOIST TO BEAM CONNECTION
NEW BEAM PER PLAN
NEW SIMPSON A35
EACH SIDE
(E)2-2x TOP PLATE
NEW POST PER PLAN
NEW SIMPSON A35
EACH SIDE
(E)2x STUD WALL
BEAM TO POST CONNECTION
DETAIL
BEAMS PER PLAN
SIMPSON CCQ
COLUMN CAP
POST PER PLAN
SIMPSON CCQ
COLUMN CAP
POST PER PLAN
BEAMS PER PLAN
BEAM-POST CONNECTION
A
B
CEILING BEAM
PER PLAN
2X C. JOIST
W / "U" HANGER
2X C. JOIST
W / "U" HANGER
2X C. JOIST 2X C. JOIST
W / "U" HANGER
CEILING BEAM
PER PLAN
SIMPSON MST30 STRAP
*
*
SHEATHING PER PLAN
(WHERE OCCURS)
2x R.R's PER
PLAN
SHEATHING
PER PLAN
8d B.N.
2x FASCIA
2x
BLOCKING
2x C.J's
PER PLANS
6-16d
SIMPSON A35
DOUBLE TOP
PLATE
2x STUD @ 16" O.C.
SHEATHING
PER PLAN
A35 @16" O.C.
E.N.
E.N.
2x FASCIA
2x TOP PLATE
2x STUD
E.N.
E.N.
E.N.
2x TOP PLATE
SHEATHING PER PLAN
(WHERE OCCURS)
2x BLOCKING
2x R.R's PER PLAN
2x C.J's
PER PLANS
NEW 2x BLOCKING
2x STUD
SHEAR-TRANSFER
E.N.
2x R.R's PER PLAN
SIMPSON ST22
16" O.C. W/16d
SHEATHING
PER PLAN
NEW RIDGE BEAM WITH SIMP.
'LSU26' ADJUSTABLE
SLOPEABLE / SKEWABLE HANGER
NOTE:
SIMPSON A-35 EACH SIDE TO CONNECT KING POST
TO RIDGE BEAM OR RIDGE BOARD
KING POST PER PLAN
SIMPSON CCQ64SDS2.5
BEAM PER PLAN
KING POST CONNECTION
SHEAR-TRANSFER
8d B.N.
RIDGE BEAM
RIDGE BOARD
CEILING JOIST SPLICE
C. JOIST PER PLAN
2x STUD PER PLAN
2X BLK'G
(2) 2X4 PLATE
NEW
SHEATHING
PER PLAN
(E)SHEATHING
PER PLAN
(E) RIDGE BRD
(E) ROOF
RAFTERS
NEW 2x FLAT
SHAPED W/ 2-16d
AT EACH RAFTER
(E)SHEATHING
PER PLAN
NEW ROOF
RAFTER'S
PER PLAN
(E) ROOF
RAFTERS
E.N.
E.N.2-10d TOE
NAILS EACH
(RAFTERS TO PLATE
DETAIL
C. JOIST PER PLAN
2x R.R's PER
PLAN
NEW PURLIN
WITH 2x4 @
16" O.C.
A
B
A
NEW BEAM PER PLAN
NEW POST
PER PLAN
(E) 2x STUD
B
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
SD-2
FRAMING DETAILS
STRUCTURAL PLANS BY:
NEWPORT
E & C INC.
ANDREW KASHE
17011 INDEPENDENCE WAY
YORBA LINDA, CA 92886
CELL: 909-610-5409
C I V I L
SIGNED: 05 / 28 / 24
EXP. 12-31-24
ANDREW KASHE
R
E
G
I
STERED PRO F E S S IONAL ENG
I
N
E
E
R
STATE OF C A L IFORNIA
C94117
2805 N Olive Ln
11/18/2024
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
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.
2805 N Olive Ln
11/18/2024
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
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.)
2805 N Olive Ln
11/18/2024
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
GENERAL NOTES
G-3
MECHANICAL
PLUMBING
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
1.8 GALLONS / MINUTE AT 80 PSI
1.2 GALLONS / MINUTE AT 80 PSI
1.8 GALLONS / MINUTE AT 80 PSI
PLUMBING
·Toilet and/or bidet require a total minimum 30” clear space (15” from centerline to each
side) and a minimum of 24” clear space in front of the fixture. urinals require a total
minimum 24” clear space (12” from centerline to each side) [CPC 402.5].
·When additional toilets (water closets) are installed, a maximum of three (3) toilets are
allowed on a 3” waste line [table 703.2, footnote 4].
·Provide safety glazing (tempered) glass for tub/shower enclosures & doors [CRC R308.4.5].
·Showers and tub-shower combinations shall be provided with individual control valves of the
pressure balance, thermostatic, or combination pressure balance/thermostatic mixing valve
type conforming to asse 1016 or asme a112.18.1/csa b125.1. handle positions shall be
adjusted to deliver a maximum mixed water setting of 120º f. [cpc 408.3].
·The hot water valve shall be installed on the left side where two separate handles control are
provided. [417.5].
·A minimum 12”x12” access panel is required when a slip joint p-trap waste & overflow is
provided for inspection & repair. [402.10].
TOILET /BIDETS
·The water supply to the bidet shall be protected by an air gap or vacuum breaker. [410.2,
603.3.2,603.3.5, 603.3.6].
·The maximum hot water temperature discharging from the bidet shall be limited to 110º f
by a device that is in accordance with asse 1070 or csa b125.3. Water heater thermostats
shall not be considered a control for meeting this provision [410.3].
SHOWER
·Shower stalls shall have a minimum interior finished area of 1,024 Sq. In. and be able to
encompass a 30” diameter circle. [408.6]
·Stall shower door to open out with a minimum 22” wide opening. [408.5]
·Site built shower stalls shall be installed in accordance to section 408.7.
·Shower stalls and bathtubs with shower heads installed, shall have walls finished with a
nonabsorbent surface for a minimum of 6 feet above the floor (cbc 1210 and crc r307.2).
ELECTRICAL
·Provide a 20-amp gfci protected receptacle within 36” of the outside edge of the each
bathroom sink basin [cec 210.52(d)].
··Receptacle shall be located on a wall or partition that is adjacent to the basin, on the
countertop, or installed on the side or face of the basin cabinet not more than 12”
below the top of the basin.
··All receptacles shall be tamper-resistant (tr). [406.12]
·A minimum of one 120-v/20-amp branch circuit is required for bathroom receptacle(s). such
circuit shall have no other receptacles [210.11(c)(3)].
·All 125-v, single-phase, 15- and 20-amp receptacles installed in bathrooms shall have gfci
protection. the gfci shall be installed in a readily accessible location [210.8].
·Receptacles shall not be installed within or directly over a bathtub or shower stall and within
5-ft of the perimeter of bathtubs or shower stalls [406.9(c)].
Bathroom Lighting Requirements [CEnC 150.0(k)]
·All installed luminaire (lighting) shall be high efficacy in accordance with table 150.0-a. a
minimum of one high efficacy luminaire shall be controlled by a vacancy sensor.
·Switches shall not be installed within tubs or shower spaces unless installed as part of a
listed tub or shower assembly and within 5-ft of the perimeter of bathtubs or shower stalls.
[cec 404.4(c)].
·All recessed lighting shall be “ic rated and airtight certified”. [cenc 150.0(k)c].
·No pendant lighting shall be located within a zone measured 3-ft horizontally and 8-ft
vertically from the top of a bathtub rim or shower stall threshold. [cec 410.10(d)].
·Luminaires located within the actual outside dimensions of the bathtub or shower to a
height of 8-ft vertically from the top of the tub rim and shower threshold shall be of
enclosed & gasketed type listed for damp or wet locations and be gfci protected.
[550.14(d), 551.53(b)].
·For occupancies with a horizontal (floor/ceiling assembly) fire-rated separation, the
recessed fixtures shall be protected to the same rating of the separation (1-hour) or be
listed for the required fire protection. this generally applies to residential condominium
construction where units are above or below other units. [cbc 714.4.2].
Bathroom Exhausts [CEnC 150.0(k)]
·Local exhaust system shall be installed in a bathroom containing a tub, shower, spa, or
some other similar source of moisture and vented to the outdoors with a minimum exhaust
rate of 50 cfm (20 cfm if continuous operation). a maximum of 3 sone rating (1 for
continuous) is required for the (energy star) exhaust fan. fans must be controlled by a
humidistat which shall be readily accessible and capable of adjustment between a relative
humidity range of 50% to 80%. [cenc 150(o), ashrae std. 62.2, calgreen 4.506.1].
·Exhaust ducts shall terminate outside the building and equipped with back-draft dampers.
dampers are not required when the exhaust fan operate continuously. termination shall not
be less than 3-ft from a property line, 10-ft from a forced air inlet, and 3-ft from openings
into the building. ducts shall not discharge onto a public walkway. [cmc 504.1, 502.2.1].
ENERGY TITLE
·All accessible joints, penetrations, and other openings in the building envelope about the
area of work shall be caulked, gasketed, weather stripped, or otherwise sealed. [110.7]
ELECTRICAL NOTES
KITCHEN NOTESBATHROOM NOTES
·All kitchen countertop outlets shall be gfci protected. cec 210.8(a)(6).
·12” or wider countertops require an outlet. cec 210.52(c)(1).
·Outlets are required within 24” of any location along the counterto.
·Kitchen outlets must be positioned a maximum 20” above counter top.
·Appliances and sinks break up the countertop run, requiring each side to comply individually.
cec 210.52(c).
·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), (4).
·2 – small appliance branch circuits are required for kitchens. the loads shall be balanced
and have no other outlets. s. cec 210.52(b)(1), (2).
·Individual dedicated circuits are required for all major appliances. cec 210.11(c)(1) & cec
422.10(a).
·The garbage disposal cord is limited to a range of 18” to 36” long.cec 422.16(b)(1).
·Dishwasher cord 36” to 48” long. romex installed with a plug is not an approved flexible
cord. cec 422.16(b)(2).
·Minimum 15 amp circuit for the dishwasher and a 15 amp circuit for the disposal. cec
210.23(a).
·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. cec210.7(b).
·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.
·The smoke alarms shall be interconnected in such a manner that the activation of one alarm
will activate all of the alarms in the individual unit cfc 907.2.10.5.
·Smoke alarms shall receive their primary power from the building wiring and shall be
equipped with a battery backup cfc 907.2.10.6.
·A ducted residential exhaust hood is required. a metal, smooth interior surface duct required
on vent hood or down draft exhaust vent. aluminum flex duct not approved. provide a back
draft damper. cmc504.3.
·Minimum 30” vertical clearance to combustibles from cook top surface is required [cmc
921.3.1].
·Kitchen local exhaust ventilation requires a minimum rate of 100cfm meeting the
requirements of ashra 62.2. this includes a maximum sound rating of 3 sone @ 100cfm.
·A gas test is required on piping modifications (10 psi for 15 minutes). a maximum 15 psi
gauge is required for the gas test. a lower gas pressure test may be performed when using a
recording test gauge per section 1214.3 of the cpc. [cpc 1213.3].
·Gas lines that run under a slab shall run through an approved, vented, gas tight conduit.
[cpc1210.3.4].
·An accessible shutoff valve shall be installed outside each appliance and ahead of the union
connected thereto and in addition to any valve on the appliance. [cpc 1210.11].
·Provide maximum 6-ft- long listed gas flexible connector and shut off to freestanding range.
[cpc 1212.3.1].
·A listed air gap is required for the dishwasher drain. [cpc 807.3].
·The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons per minute at 60 psi.
[cpc402.4].
·Bathtub and shower floors and walls above bathtubs with installed shower head and in
shower compartments shall be finished with a nonabsorbent surface. such wall surface shall
extend to a height of not less than 6' above the floor [ crc r307.2].
·An approved backwater valve is required for drainage piping serving fixtures located below
the elevation of the next upstream manhole cover. fixtures above such elevation shall not
discharge through the backwater valve. clean outs for drains that pass through a back water
valve shall be clearly identified with a permanent label stating "backwater valve
downstream" [cpc 710.1].
a.On each additional story of the dwelling, including basements and habitable attics but not
including crawl spaces and uninhabitable attics.In dwelling or dwelling units with split levels
and without an intervening door between the adjacent levels, a smoke alarm installed on the
upper level shall suffice for the adjacent lower level provided that the lower level is less than
one full story below the upper level.
b.Alarms shall be interconnected such that the actuation of one alarm. Shall activate all
alarms.
c.Approved combined smoke alarms and carbon monoxide alarms shall be acceptable.
a.On every occupiable level of a dwelling unit, including basements.
b.Alarms shall be interconnected such that the actuation of one alarm shall activate all alarms.
c.Approved combined smoke alarms and carbon monoxide alarms shall be acceptable.
SMOKE AND CARBON ALARM
SMOKE ALARM
CARBON MONOXIDE
2805 N Olive Ln
11/18/2024
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
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.
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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
sheet in any way, the CASQA
name/logo and footer below must be
removed from each page and not
appear on the modified version.
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.
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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.
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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
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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
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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
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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
2805 N Olive Ln
11/18/2024
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
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
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1 of 7
Fiber Rolls SE-5
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2805 N Olive Ln
11/18/2024
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JOB No:
DATE:
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JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
T24-1
ENERGY
CALCULATIONS
2805 N Olive Ln
11/18/2024
SHEET:
JOB No:
DATE:
DRAWN BY:
PLAN:
PHONE:
JOB SITE:
PROJECT NAME:
REVISION:BY:
GALIDO
RESIDENCE
23-074
08-12-2024
R.B.
310-658-2071
2805 N OLIVE LN,
SANTA ANA CA 92706
APPROVED BY :O.V.
d e s i g n e r
O s c a r V e g a
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
2805 N Olive Ln
11/18/2024
Newport E & C INC.
STRUCTURAL ANALYSIS
5/28/24
JOB #: 24-22
PROJECT ADDRESS: 2805 N Olive Ln, Santa Ana
APPLICABLE CODES: 2022 CBC, ASCE 7-16, NDS 2018, SDPWS
2021
DELTA 1: 8/12/24
2805 N Olive Ln
11/18/2024
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
PSF
2.5
FLOOR LOAD
DEAD LOADS
FLOORING (HARDWOOD)0
TOTAL 35
20
MISC =
CEILING
0.6
DEAD LOAD 15
5
SUB TOTAL
DEAD LOADS
ROOFING =
SHEATHING =
FRAMING =
LIVE LOAD
SOLAR =
3
1.5
2.4
PITCH 4:12
LOADING ANALYSIS
ROOF LOAD
ROOF TYPE CONV
TOTAL 0
SUB TOTAL 0
LIVE LOAD 0
DEAD LOAD
GYP 0
MISC = 0
SHEATHING = 0
FRAMING = 0
INSULATION 0
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:RR
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :IBC 2021
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.010, Lr = 0.020 ksf, Tributary Width = 1.330 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.864: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 8.000 ft
40.81 psi=
=
1,350.00 psi
2x8Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
225.00 psi==
Section used for this span 2x8
Maximum Shear Stress Ratio 0.181 : 1
15.416 ft=
=
1,165.97 psi
Maximum Deflection
0 <180
247
Ratio =0 <120
Max Downward Transient Deflection 0.518 in 370Ratio =>=180
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.776 in Ratio =>=120
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 16.0 ft 1 0.400 0.084 0.90 1.200 1.001.00 1.00 0.43 388.7 972.0 0.10 162.01.00 13.61.00
1.00+D+Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.864 0.181 1.25 1.200 1.001.00 1.00 1.28 1,166.0 1,350.0 0.30 225.01.00 40.81.00
1.00+D+0.750Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.720 0.151 1.25 1.200 1.001.00 1.00 1.06 971.6 1,350.0 0.25 225.01.00 34.01.00
1.00+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 16.0 ft 1 0.135 0.028 1.60 1.200 1.001.00 1.00 0.26 233.2 1,728.0 0.06 288.01.00 8.21.00
.
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:RR
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.7765 8.058 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.319 0.319
Max Upward from Load Combinations 0.319 0.319
Max Upward from Load Cases 0.213 0.213
D Only 0.106 0.106
+D+Lr 0.319 0.319
+D+0.750Lr 0.266 0.266
+0.60D 0.064 0.064
Lr Only 0.213 0.213
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:CJ
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir-Larch
No.2
900.0
900.0
1,350.0
625.0
1,600.0
580.0
180.0
575.0 31.210
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :IBC 2021
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.0050, Lr = 0.010 ksf, Tributary Width = 1.330 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.816: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 11.000 ft
28.72 psi=
=
1,350.00 psi
2x8Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
225.00 psi==
Section used for this span 2x8
Maximum Shear Stress Ratio 0.128 : 1
21.438 ft=
=
1,102.21 psi
Maximum Deflection
0 <240
190
Ratio =0 <180
Max Downward Transient Deflection 0.925 in 285Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 1.388 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 22.0 ft 1 0.378 0.059 0.90 1.200 1.001.00 1.00 0.40 367.4 972.0 0.07 162.01.00 9.61.00
1.00+D+Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.816 0.128 1.25 1.200 1.001.00 1.00 1.21 1,102.2 1,350.0 0.21 225.01.00 28.71.00
1.00+D+0.750Lr 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.680 0.106 1.25 1.200 1.001.00 1.00 1.01 918.5 1,350.0 0.17 225.01.00 23.91.00
1.00+0.60D 1.200 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 22.0 ft 1 0.128 0.020 1.60 1.200 1.001.00 1.00 0.24 220.4 1,728.0 0.04 288.01.00 5.71.00
.
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:CJ
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 1.3877 11.080 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.219 0.219
Max Upward from Load Combinations 0.219 0.219
Max Upward from Load Cases 0.146 0.146
D Only 0.073 0.073
+D+Lr 0.219 0.219
+D+0.750Lr 0.183 0.183
+0.60D 0.044 0.044
Lr Only 0.146 0.146
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:EXIST BEAM (FOR REACTION ONLY)
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
Douglas Fir-Larch (North)
No. 1/No. 2
850.0
850.0
1,400.0
625.0
1,600.0
580.0
180.0
500.0 30.590
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :IBC 2021
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 15.0 ft
.DESIGN SUMMARY Design N.G.
Maximum Bending Stress Ratio 1.314: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 6.000 ft
101.61 psi=
=
1,168.75 psi
4x12Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
225.00 psi==
Section used for this span 4x12
Maximum Shear Stress Ratio 0.452 : 1
0.000 ft=
=
1,536.00 psi
Maximum Deflection
0 <360
388
Ratio =0 <180
Max Downward Transient Deflection 0.212 in 679Ratio =>=360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.371 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 12.0 ft 1 0.782 0.269 0.90 1.100 1.001.00 1.00 4.05 658.3 841.5 1.14 162.01.00 43.51.00
1.00+D+Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 12.0 ft 1 1.314 0.452 1.25 1.100 1.001.00 1.00 9.45 1,536.0 1,168.8 2.67 225.01.00 101.61.00
1.00+D+0.750Lr 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 12.0 ft 1 1.126 0.387 1.25 1.100 1.001.00 1.00 8.10 1,316.6 1,168.8 2.29 225.01.00 87.11.00
1.00+0.60D 1.100 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 12.0 ft 1 0.264 0.091 1.60 1.100 1.001.00 1.00 2.43 395.0 1,496.0 0.69 288.01.00 26.11.00
.
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:EXIST BEAM (FOR REACTION ONLY)
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 0.3708 6.044 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 3.150 3.150
Max Upward from Load Combinations 3.150 3.150
Max Upward from Load Cases 1.800 1.800
D Only 1.350 1.350
+D+Lr 3.150 3.150
+D+0.750Lr 2.700 2.700
+0.60D 0.810 0.810
Lr Only 1.800 1.800
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:BEAM 1
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2,900.0
2,900.0
2,900.0
750.0
2,200.0
1,118.19
290.0
2,025.0 45.070
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :IBC 2021
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Point Load : D = 1.350, Lr = 1.80 k @ 15.0 ft
Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 2.0 ft
Point Load : D = 2.40, Lr = 3.0 k @ 10.750 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.804: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 10.730 ft
110.69 psi=
=
3,629.22 psi
7x11.875Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
362.50 psi==
Section used for this span 7x11.875
Maximum Shear Stress Ratio 0.305 : 1
19.051 ft=
=
2,919.29 psi
Maximum Deflection
0 <240
203
Ratio =0 <180
Max Downward Transient Deflection 0.636 in 377Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 1.178 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 20.0 ft 1 0.511 0.194 0.90 1.001 1.001.00 1.00 18.32 1,336.1 2,613.0 2.81 261.01.00 50.71.00
1.00+D+Lr 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 20.0 ft 1 0.804 0.305 1.25 1.001 1.001.00 1.00 40.02 2,919.3 3,629.2 6.13 362.51.00 110.71.00
1.00+D+0.750Lr 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 20.0 ft 1 0.695 0.264 1.25 1.001 1.001.00 1.00 34.60 2,523.5 3,629.2 5.30 362.51.00 95.71.00
1.00+0.60D 1.001 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 20.0 ft 1 0.173 0.066 1.60 1.001 1.001.00 1.00 10.99 801.6 4,645.4 1.69 464.01.00 30.41.00
.
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:BEAM 1
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 1.1777 10.438 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 4.245 6.225
Max Upward from Load Combinations 4.245 6.225
Max Upward from Load Cases 2.238 3.363
D Only 2.008 2.863
+D+Lr 4.245 6.225
+D+0.750Lr 3.686 5.385
+0.60D 1.205 1.718
Lr Only 2.238 3.363
2805 N Olive Ln
11/18/2024
Width =12 in
Depth =12 in
4938 lbs
=4245 lbs <4938 lbs
CHECK MAX POINT LOAD @ EXISTING CONTINUOUS FTG
CONTINUOUS FTG ALLOWABLE =
Max Reaction
EXISTING 12" X 12" CONT. FTG OK. VERIFY 12" X 12" FTG
BEAM 1 (WC)
ALLOWABLE PSF SOIL = 1500
2805 N Olive Ln
11/18/2024
P max =6,225 lbs
Area Req=2.0 sq ft
Area Req=24 sq inch
PAD SUPPORT FOR CRITICAL POINT
BEAM 1
ALLOWABLE PSF SOIL = 1500
USE 24 X 24 X 24" W/ 2 #4 E.W.
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:BEAM 2
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2,900.0
2,900.0
2,900.0
750.0
2,200.0
1,118.19
290.0
2,025.0 45.070
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :IBC 2021
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 15.0 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.612: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 10.000ft
95.52 psi=
=
3,651.06 psi
7x11.25Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
362.50 psi==
Section used for this span 7x11.25
Maximum Shear Stress Ratio 0.264 : 1
0.000 ft=
=
2,233.49 psi
Maximum Deflection
0 <240
220
Ratio =0 <180
Max Downward Transient Deflection 0.595 in 403Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 1.089 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 20.0 ft 1 0.386 0.166 0.90 1.007 1.001.00 1.00 12.48 1,014.4 2,628.8 2.28 261.01.00 43.41.00
1.00+D+Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 20.0 ft 1 0.612 0.264 1.25 1.007 1.001.00 1.00 27.48 2,233.5 3,651.1 5.02 362.51.00 95.51.00
1.00+D+0.750Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 20.0 ft 1 0.528 0.228 1.25 1.007 1.001.00 1.00 23.73 1,928.7 3,651.1 4.33 362.51.00 82.51.00
1.00+0.60D 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 20.0 ft 1 0.130 0.056 1.60 1.007 1.001.00 1.00 7.49 608.7 4,673.4 1.37 464.01.00 26.01.00
.
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:BEAM 2
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 1.0892 10.073 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 5.496 5.496
Max Upward from Load Combinations 5.496 5.496
Max Upward from Load Cases 3.000 3.000
D Only 2.496 2.496
+D+Lr 5.496 5.496
+D+0.750Lr 4.746 4.746
+0.60D 1.498 1.498
Lr Only 3.000 3.000
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:BEAM 3
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
CODE REFERENCES
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combination Set : IBC 2021
Material Properties
Beam Bracing :Beam is Fully Braced against lateral-torsional buckling
Allowable Stress Design
iLevel Truss Joist
Parallam PSL 2.2E
2,900.0
2,900.0
2,900.0
750.0
2,200.0
1,118.19
290.0
2,025.0 45.070
Analysis Method :
Eminbend - xx ksi
Wood Species :
Wood Grade :
Fb +
psi
psi
Fv psi
Fb -
Ft psi
Fc - Prll psi
psiFc - Perp
E : Modulus of Elasticity
Ebend- xx ksi
Density pcf
Load Combination :IBC 2021
.Applied Loads Service loads entered. Load Factors will be applied for calculations.
Beam self weight calculated and added to loading
Uniform Load : D = 0.0150, Lr = 0.020 ksf, Tributary Width = 2.0 ft
Point Load : D = 2.40, Lr = 3.0 k @ 10.750 ft
.DESIGN SUMMARY Design OK
Maximum Bending Stress Ratio 0.768: 1
Load Combination +D+Lr
Span # where maximum occurs Span # 1
Location of maximum on span 10.750 ft
69.25 psi=
=
3,651.06 psi
7x11.25Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1=
Load Combination +D+Lr
=
=
=
362.50 psi==
Section used for this span 7x11.25
Maximum Shear Stress Ratio 0.191 : 1
20.637 ft=
=
2,803.31 psi
Maximum Deflection
0 <240
196
Ratio =0 <180
Max Downward Transient Deflection 0.696 in 370Ratio =>=240
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 1.314 in Ratio =>=180
Max Upward Total Deflection 0 in
fb: Actual
F'b
fv: Actual
F'v
Span: 1 : Lr Only
n/a
Span: 1 : +D+Lr
n/a
.Maximum Forces & Stresses for Load Combinations
Span #
Moment ValuesLoad Combination
C iCLx CCCMCF rt
Shear ValuesMax Stress Ratios
M CDV fbM fvF'b V F'vSegment Length Cfu
D Only 0.0 0.00 0.00.0
1.00Length = 21.50 ft 1 0.496 0.127 0.90 1.007 1.001.00 1.00 16.06 1,305.0 2,628.8 1.74 261.01.00 33.11.00
1.00+D+Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 21.50 ft 1 0.768 0.191 1.25 1.007 1.001.00 1.00 34.49 2,803.3 3,651.1 3.64 362.51.00 69.31.00
1.00+D+0.750Lr 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 21.50 ft 1 0.665 0.166 1.25 1.007 1.001.00 1.00 29.88 2,428.7 3,651.1 3.16 362.51.00 60.21.00
1.00+0.60D 1.007 1.001.00 1.00 0.0 0.00 0.01.00 0.01.00
1.00Length = 21.50 ft 1 0.168 0.043 1.60 1.007 1.001.00 1.00 9.63 783.0 4,673.4 1.04 464.01.00 19.91.00
.
2805 N Olive Ln
11/18/2024
Wood Beam
LIC# : KW-06020279, Build:20.23.11.13 NEWPORT ENGINEERING & CONSULTING INC.(c) ENERCALC INC 1983-2023
DESCRIPTION:BEAM 3
Project File: 24-22 2805 N Olive Ln, Santa Ana.ec6
Project Title:
Engineer:
Project ID:
Project Descr:
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
+D+Lr 1 1.3136 10.828 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 3.717 3.717
Max Upward from Load Combinations 3.717 3.717
Max Upward from Load Cases 1.930 1.930
D Only 1.787 1.787
+D+Lr 3.717 3.717
+D+0.750Lr 3.235 3.235
+0.60D 1.072 1.072
Lr Only 1.930 1.930
2805 N Olive Ln
11/18/2024
USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error.
USGS web services are now operational so this tool should work as expected.
2805 N Olive Ln, Santa Ana, CA 92706, USA
Latitude, Longitude: 33.7751633, -117.8766973
Date 5/23/2024, 4:37:01 PM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class D - Default (See Section 11.4.3)
Type Value Description
SS 1.342 MCER ground motion. (for 0.2 second period)
S1 0.477 MCER ground motion. (for 1.0s period)
SMS 1.611 Site-modified spectral acceleration value
SM1 null -See Section 11.4.8 Site-modified spectral acceleration value
SDS 1.074 Numeric seismic design value at 0.2 second SA
SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA
Type Value Description
SDC null -See Section 11.4.8 Seismic design category
Fa 1.2 Site amplification factor at 0.2 second
Fv null -See Section 11.4.8 Site amplification factor at 1.0 second
PGA 0.566 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 0.679 Site modified peak ground acceleration
TL 8 Long-period transition period in seconds
SsRT 1.342 Probabilistic risk-targeted ground motion. (0.2 second)
SsUH 1.447 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
SsD 1.662 Factored deterministic acceleration value. (0.2 second)
S1RT 0.477 Probabilistic risk-targeted ground motion. (1.0 second)
S1UH 0.517 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
S1D 0.6 Factored deterministic acceleration value. (1.0 second)
PGAd 0.686 Factored deterministic acceleration value. (Peak Ground Acceleration)
5/23/24, 4:37 PM U.S. Seismic Design Maps
https://www.seismicmaps.org 1/3
2805 N Olive Ln
11/18/2024
Type Value Description
PGAUH 0.566 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration
CRS 0.927 Mapped value of the risk coefficient at short periods
CR1 0.924 Mapped value of the risk coefficient at a period of 1 s
CV 1.368 Vertical coefficient
5/23/24, 4:37 PM U.S. Seismic Design Maps
https://www.seismicmaps.org 2/3
2805 N Olive Ln
11/18/2024
DISCLAIMER
While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no responsibility or
liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application without competent examination
and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC / OSHPD do not intend that the use of this
information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the
standard of care required of such professionals in interpreting and applying the results of the seismic data provided by this website. Users of the information from
this website assume all liability arising from such use. Use of the output of this website does not imply approval by the governing building code bodies responsible
for building code approval and interpretation for the building site described by latitude/longitude location in the search results of this website.
5/23/24, 4:37 PM U.S. Seismic Design Maps
https://www.seismicmaps.org 3/3
2805 N Olive Ln
11/18/2024
Lateral Analysis - Seismic (One Story)
R =6.5
I =1
SMs = 1.611
Sds =1.074
8 FT
Cs =0.17
F =1
V =0.165 W
p =1.3
0.150 W
15 psf
5 psf
8 psf
28 psf
0 psf
0 psf
0 psf
28 psf
4.21 psf
ASCE 7-16 P. 287
FT
BASED ON ASCE 7-16
:12
ASCE SECTION 2.4.1
WIND LOAD ANALYSIS
BASIC WIND SPEED =
EXPOSURE =
PITCH =
ADJUSTMENT TO ASD =
110 MPH
B
4
0.6
ROOF HEIGHT (FT) = 8 FT
V= F*SDS/R*W
Roof DL =
Ceiling DL =
Half Wall DL =
Roof Level Dead Load =
HEIGHT OF WALL
(MINIMUM) ASCE 7-16 P. 288
(PSF) FOR ASD10.02USE =
MEAN ROOF HEIGHT, h =
bld dim parallel to wind, L =
bld dim perp to wind, B =
L/B =
DESIGN WIND PRES (PSF) =
12
46
SIMPLIFIED METHOD
7
6.6
16.7
ASCE 7-16 P. 287
ASCE 7-16 P. 287
Floor DL=
Wall DL=
Floor Level Dead Load =
Design V = V * W * p * 0.7 (Working Stress) =
TOTAL =
2805 N Olive Ln
11/18/2024
WIND
STORIES
1
SEISMIC
V (PSF)
4.21
GOVERNS LBS
1 2 3 4
3.5 4.75 7.25 4.75
=
=
WALL
1
2
3
4
LATERAL ANALYSIS (X-X)
LINE A
DESIGN WIND (psf) ROOF HT (FT)
WIND LOAD (PLF) TIRB WIDTH(FT)
STORY HT (FT) HEIGHT FOR CALC (FT)
10.02 8.00 8 8.00
WIND SHEAR(LBS)
80.2 25.5 2044.1
UPLIFT
USE PANEL # 2
SHEAR WALL SEGMENT TOTAL L (FT) UNIT SHEAR (PLF)
20.25 243.9
2b/h = 3.5 x2 /8 0.88
340 * 0.88 243.9< 297.5 PANEL 2 OK
8
8
7.25
4.75
243.9
243.9
WALL SEGMENT (FT) UNIT SHEAR (LBS/FT)WALL HT (FT)
X WIDTH (FT) Y LENGTH (FT) HALF AREA (FT^2) SHEAR (LBS)
SEISMIC
0.150
DESIGN V TOTAL DL (PSF)
28
49381173.04651
SHEAR (LBS)HALF AREA (FT^2)Y LENGTH (FT)X WIDTH (FT)
0000
4938
3.5 243.9
4.75 243.9
8
8
2805 N Olive Ln
11/18/2024
WALL ROOF D.L. (PSF) ROOF TRIB (FT) FLOOR D.L. (PSF) FLOOR TRIB (FT) WALL D.L. (PSF) WALL HT
1 20 0.67 0 0 15 8
2 20 0.67 0 0 15 8
3 20 0.67 0 0 15 8
4 20 0.67 0 0 15 8
WALL ADJ. FACTOR UPLIFT
1 0.9 1741
2 0.9 1666
3 0.9 1516
4 0.9 1666
OVERTURN MOMENT (FT-LBS) RESIST MOMENT (FT-LBS)
6828 817
9266
14143
HDU2
9266
1505
3506
1505
USE HDU #
2805 N Olive Ln
11/18/2024
WIND
STORIES
1
SEISMIC
V (PSF)
4.21
GOVERNS LBS
1 2 3 4
7 0 0 0
WALL
1
2
3
4
LATERAL ANALYSIS (Y-Y)
LINE 1
DESIGN WIND (psf) ROOF HT (FT)
WIND LOAD (PLF) TIRB WIDTH(FT)
STORY HT (FT) HEIGHT FOR CALC (FT)
10.02 8.00 8 8.00
WIND SHEAR(LBS)
80.2 10.75 861.7
UPLIFT
USE PANEL # 2
SHEAR WALL SEGMENT TOTAL L (FT) UNIT SHEAR (PLF)
7 331.3
8
8
0
0
331.3
331.3
WALL SEGMENT (FT) UNIT SHEAR (LBS/FT)WALL HT (FT)
X WIDTH (FT) Y LENGTH (FT) HALF AREA (FT^2) SHEAR (LBS)
SEISMIC
0.150
DESIGN V TOTAL DL (PSF)
28
2319550.85121.6
SHEAR (LBS)HALF AREA (FT^2)Y LENGTH (FT)X WIDTH (FT)
0000
2319
7 331.3
0 331.3
8
8
2805 N Olive Ln
11/18/2024
WALL ROOF D.L. (PSF) ROOF TRIB (FT) FLOOR D.L. (PSF) FLOOR TRIB (FT) WALL D.L. (PSF) WALL HT
1 20 10.75 0 0 15 8
2 20 10.75 0 0 15 8
3 20 10.75 0 0 15 8
4 20 10.75 0 0 15 8
WALL ADJ. FACTOR UPLIFT
1 0.9 1595
2 0.9
3 0.9
4 0.9
OVERTURN MOMENT (FT-LBS) RESIST MOMENT (FT-LBS)
18552 8208
0
0
HDU2
0
0
0
0
USE HDU #
2805 N Olive Ln
11/18/2024
WIND
STORIES
1
SEISMIC
V (PSF)
4.21
GOVERNS LBS
1 2 3 4
6 0 0 0
WALL
1
2
3
4
LATERAL ANALYSIS (Y-Y)
LINE 2
DESIGN WIND (psf) ROOF HT (FT)
WIND LOAD (PLF) TIRB WIDTH(FT)
STORY HT (FT) HEIGHT FOR CALC (FT)
10.02 8.00 8 8.00
WIND SHEAR(LBS)
80.2 23 1843.7
UPLIFT
USE PANEL # 3
SHEAR WALL SEGMENT TOTAL L (FT) UNIT SHEAR (PLF)
6 819.8
8
8
0
0
819.8
819.8
WALL SEGMENT (FT) UNIT SHEAR (LBS/FT)WALL HT (FT)
X WIDTH (FT) Y LENGTH (FT) HALF AREA (FT^2) SHEAR (LBS)
LINE1/2 AREA
SEISMIC
0.150
DESIGN V TOTAL DL (PSF)
28
LINE 2/3 AREA
2330553.551.2521.6
SHEAR (LBS)HALF AREA (FT^2)Y LENGTH (FT)X WIDTH (FT)
258961551.2524
4919
6 819.8
0 819.8
8
8
2805 N Olive Ln
11/18/2024
WALL ROOF D.L. (PSF) ROOF TRIB (FT) FLOOR D.L. (PSF) FLOOR TRIB (FT) WALL D.L. (PSF) WALL HT
1 20 22.5 0 0 15 8
2 20 22.5 0 0 15 8
3 20 22.5 0 0 15 8
4 20 22.5 0 0 15 8
WALL ADJ. FACTOR UPLIFT
1 0.9 5020
2 0.9
3 0.9
4 0.9
OVERTURN MOMENT (FT-LBS) RESIST MOMENT (FT-LBS)
39352 10260
0
0
HDU5
0
0
0
0
USE HDU #
2805 N Olive Ln
11/18/2024
WIND
STORIES
1
SEISMIC
V (PSF)
4.21
GOVERNS LBS
1 2 3 4
11 0 0 0
WALL
1
2
3
4
LATERAL ANALYSIS (Y-Y)
LINE 3
DESIGN WIND (psf) ROOF HT (FT)
WIND LOAD (PLF) TIRB WIDTH(FT)
STORY HT (FT) HEIGHT FOR CALC (FT)
10.02 8.00 8 8.00
WIND SHEAR(LBS)
80.2 12 961.9
UPLIFT
USE PANEL # 2
SHEAR WALL SEGMENT TOTAL L (FT) UNIT SHEAR (PLF)
11 234.3
8
8
0
0
234.3
234.3
WALL SEGMENT (FT) UNIT SHEAR (LBS/FT)WALL HT (FT)
X WIDTH (FT) Y LENGTH (FT) HALF AREA (FT^2) SHEAR (LBS)
SEISMIC
0.150
DESIGN V TOTAL DL (PSF)
28
00.000
SHEAR (LBS)HALF AREA (FT^2)Y LENGTH (FT)X WIDTH (FT)
25776125124
2577
11 234.3
0 234.3
8
8
2805 N Olive Ln
11/18/2024
WALL ROOF D.L. (PSF) ROOF TRIB (FT) FLOOR D.L. (PSF) FLOOR TRIB (FT) WALL D.L. (PSF) WALL HT
1 20 12 0 0 15 8
2 20 12 0 0 15 8
3 20 12 0 0 15 8
4 20 12 0 0 15 8
WALL ADJ. FACTOR UPLIFT
1 0.9 92
2 0.9
3 0.9
4 0.9
OVERTURN MOMENT (FT-LBS) RESIST MOMENT (FT-LBS)
20616 21780
0
0
HDU2
0
0
0
0
USE HDU #
2805 N Olive Ln
11/18/2024
NC)�M�\oProiect Address O<SN
Use of Building ( check)
Certificate of Compliance
Payment of School Facility Fees
Santa Ana Unified School District
Type of Project (check)
4911
-loO''&J>
Residentiai::St Commercial D Senior Housing D New D Additi� Alteration DDescription of Project
Number of Square Feet of Q-8 \ S \�Residential Space --���)'--'\ ___ Sq.Ft x $• \ 7(Dev. Fee) Number of Square Feet of Commercial Space _ _ _ _ ___ Sq.Ft x $ _____ _
(Dev. Fee)
Total $��'Pt
Total$ - - - - --The above representations as to square footage are true. Applicant agrees that if it is later determined that such representations are not true, then this certificate shall automatically terminate, and the appropriate City/County shall be notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to Government Code Section 53080 must do so within 90 days from the payment of the fee.
Applicant Name (Please Print) Date
Signature This certifies that the above-named Applicant has paid school facility fees in compliance with all existing and applicable sections of the Government Code and Education Code.
� c��,i-,-r \,.,w0 q /5/)-1
Santa Ana Unified School District Authorized Representative Date
DISTRIBUTION
White -City/County
Canary -Applicant
Pink -Facilities
2805 N Olive Ln
11/18/2024