HomeMy WebLinkAboutHOLD-941 W McFadden Ave & Unit #2 - REV 1 - PlanDR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
4
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
PR
O
J
E
C
T
I
N
F
O
.
00.A1
LEGAL DESCRIPTION:
941 W. McFADDEN AVE./941 W. McFADDEN AVE. UNIT 2
SANTA ANA, CA 92707
ASSESSOR PARCEL NO.010-263-30
TRACT
LOT NO.
BLOCK
BASELINE HILLSIDE ORDINANCE
TYPE OF CONSTRUCTION
OCCUPANCY
NO. OF STORIES
471
PARKING
16
N/A
NO
TYPE-VB
RESIDENTIAL: R3
1
2-CAR GARAGE
SHEET INDEX
00-A1 COVER PAGE/GENERAL NOTES
01-A2
01-A3
02-S1
02-S2
SITE PLAN
MAIN HOUSE FLOOR PLANS
FOUNDATION PLAN
VICINITY MAP SCOPE OF WORK
STRUCTURAL NOTES
HOME REMODEL
INCLUDES:
PC#102123157 - PRIMARY RESIDENCE
-CONVERT EXISTING LAUNDRY ROOM TO
MASTER BATHROOM
-RELOCATE WATER HEATER TO EXTERIOR
-REPLACE DOOR WITH NEW WINDOW IN
MASTER BATHROOM
-INSTALL NEW FENCE AT FRONT YARD
PC#102123158 - DETACHED ADU
-CONVERT EXISTING 284 SQ. FT. GARAGE TO
ADU
-CONSTRUCT 338 SQ. FT. ADU ADDITION
PROJECT NAME:
941 W MCFADDEN AVE.
SANTA ANA, CA 92707 NOT TO SCALE
PROJECT TEAM
OWNER CONTRACTOR DESIGNER SOILS/SURVEYOR TITLE-24
HOME REMODEL/(N) ADU
CODES
-2022 CALIFORNIA BUILDING CODE (CBC)
-2022 CALIFORNIA RESIDENTIAL CODE (CRC)
-2022 CALIFORNIA MECHANICAL CODE (CMC)
-2022 CALIFORNIA ELECTRICAL CODE (CEC)
-2022 CALIFORNIA PLUMBING CODE (CPC)
-2022 CALIFORNIA ENERGY CODE
-2022 CALIFORNIA GREEN CODE
CRAIG STANDLEY (LIC.. #87675)
17940 VENTURA BLVD.,
ENCINO, CA 91316
P: 213-373-4513
E: CRAIG@STANDLEYSTRUCTURAL.COM
SQ. FOOTAGE INFO.
BUILDING 1 SIZE
6277 SQ. FT. .LOT SIZE
932 SQ. FT.
LOT COVERAGE
02-S3 CEILING FRAMING PLAN
RFA 1592/6277 = 25.36%
FIRE SPRINKLERS?NO
(E) GARAGE INTO ADU 307 SQ. FT.
(N) ADDITION TO ADU 353 SQ. FT.
1592/6277 = 25.36%
01-A3.1 ADU FLOOR PLANS
01-A4 ADU ELEVATIONS
02-S4 ROOF FRAMING PLAN
*NO DEFERRED SUBMITTAL*
Note on plans: Mechanical, electrical,
and plumbing (MEP) systems are not
included in this plan review or approval.
All MEP work is subject to field
inspection by the Building Division.
03-A6 T24-MAIN HOME
03-A6.1 T24-ADU
NOTE: TOTAL SQ. FT. NOT INCLUDING
EXTERIOR WALLS EQUALS 622 SQ. FT.
INCLUDING THE EXTERIOR WALLS THE
TOTAL SQ. FT. IS 661 SQ. FT.
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL
PL
PL PL
MCFADDEN AVE.
50.00'
12
5
.
5
4
'
W/H
PL
PL
PL
PL
PL
PL
PLPL
PL
PL
PL
PL
PL
PL
PL PL
MCFADDEN AVE.
50.00'
12
5
.
5
4
'
W/H
1'
-
3
"
1'
-
3
"
3'-1"
5'-0"
8'
-
7
"
(N)
STACKABLE
W/D
(N)
45"x55" S.H.
15'-10"
50.00'
12
5
.
5
4
'
50.00'
12
5
.
5
4
'
26
'
-
9
"
9'-6"
7'-3"
67
'
-
9
"
28
'
-
4
"
1'-1"
19
'
-
3
"
30'-9"
26
'
-
9
"
9'-6"
7'-3"
67
'
-
9
"
5'
-
2
"
19
'
-
3
"
30'-9"
4'-0"
4'-0"
(E) HARDSCAPE
(E) LANDSCAPE
(E) HARDSCAPE
(E) HARDSCAPE
(E) LANDSCAPE
(E) HARDSCAPE
(E) LANDSCAPE
(E) HARDSCAPE
(E) LANDSCAPE
27'-9"
19
'
-
3
"
(E) HARDSCAPE TO BE
DEMOE'D TO ACHIEVE
REQUIRED 65% LANDSCAPE
AT FRONT YARD
14'-7"
22
'
-
1
1
"
5'-0"5'-0"
8'
-
0
"
7'
-
9
"
31
'
-
3
"
(N
)
ST
A
C
K
A
B
L
E
W/
D
(N) TANK LESS WATER
HEATER TO BE ENCLOSED IN
AN ENCLOSURE THAT
MATCHES EXTERIOR
STRUCTURE
(N) MINI SPLIT
3'
-
0
"
2'-0"12'-3"
11
'
-
1
"
(N) LANDSCAPE
(N) 1 GALLON SHRUB
(N) 5 GALLON SHRUB
(N) 24" BOX CANOPY TREE
2%
2%
2%
2%
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
5
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
SI
T
E
P
L
A
N
01-A2
GENERAL NOTES:
1.SMOKE DETECTORS SHALL BE PROVIDED IN EACH SLEEPING ROOM, ON THE CEILING OR WALL IMMEDIATELY OUTSIDE OF EACH SLEEPING ROOM, AND ON EACH
STORY AND BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY (907.2.11.2, R314.3)
2. THE POWER SOURCE FOR SMOKE DETECTORS SHALL BE AS FOLLOWS:
A. IN NEW CONSTRUCTION SMOKE DETECTORS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A
BATTERY BACKUP
B. IN EXISTING SFD, SMOKE DETECTORS MAY BE BATTERY OPERATED
C. CARBON MONOXIDE ALARM IS REQUIRED PER SEC. 420.4 & R315
3.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES,
PILL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF HOOK-UP. THE CONSTRUCTION SHALL NOT BE
WITHIN TEN FEET OF ANY POWER LINES WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
4.AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 171, 874) (SEPARATE PLUMBING PERMIT IS
REQUIRED).
5.PROVIDE ULTRA FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER
CONSUMPTION.
6.AN APPROVED CARBON MONOXIDE DETECTORS SHALL BE INSTALLED IN DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING APPLICATIONS ARE
INSTALLED AND IN DWELLING UNITS THAT HAVE ATTACHED GARAGES. CARBON MONOXIDE DETECTORS SHALL BE PROVIDED OUTSIDE OF EACH SEPARATE
DWELLING UNIT SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM(S0 AND ON EVERY LEVEL OF A DWELLING UNIT INCLUDING BASEMENTS. (R315)
7.ARCHITECTURAL PAINTS AND COATINGS, ADHESIVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN
TABLES 4.504.1-4.504.3
8.THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION OF ANY SECTION OF THE BUILDING CODE OR OTHER CITY ORDINANCE OR STATE
LAWS.
9.WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS, OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLING OR SLEEPING UNITS
THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION
R315.1. CARBON MONOXIDE DETECTORS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.
(R315.2)
10.EFFECTIVE JAN. 1, 201, SB 407 REQUIRES REPLACEMENT OF ALL NONCOMPLIANT PLUMBING FIXTURES IN PROPERTIES BUILT ON OR BEFORE JAN. 1, 2994 WITH
WATER CONSERVING PLUMBING FIXTURES
11.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR
ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000) (R314.6.2)
12.AN OPERATION AND MAINTEANCE MANUAL INCLUDING AT A MINIMUM, THE ITEMS LISTED IN SECTION 4.410.1 SHALL BE COMPLETED AND PLACED IN THE BUILDING AT
THE TIME OF FINAL INSPECTION
13.WATER HEATER MUST BE STRAPPED TO WALL.
15.UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT
DESIGNATION AND PERFORMANCE GRADE RATING (RESEARCH REPORT NOT REQUIRED)
16.FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND
CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED WITH WITH A MANUAL MEANS TO
DEACTIVATE (FOR 15 SECS. MAX.) FOR A SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR
17.FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE CURRENT ASTM OR SME FOR THE SUCTION OUTLETS OF THE SWIMMING POOL,
TODDLER POOL, AND SPA FOR SINGLE FAMILY DWELLINGS.
18.AUTOMATIC GARAGE DOOR OPENERS IF PROVIDED SHALL BE LISTED IN ACCORDANCE WITH UL 325
19.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH
SECTION R303.1 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 6 FOOT CANDLES OVER THE AREA
OF THE ROOM AT HEIGHT OF 30 INCHES ABOVE FLOOR LEVEL
20.A COPY OF THE RESEARCH REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE
21.CONTRACTORS RESPONSIBLE FOR THE CONSTRUCTION OF A WIND OR SEISMIC FORCE RESISTING SYSTEM/COMPONENT LISTED IN THE "STATEMENT OF SPECIAL
INSPECTION" SHALL SUBMIT A WRITTEN STATEMENT OF RESPONSIBILITY TO THE LADBS INSPECTORS AND THE OWNER PRIOR TO THE COMMENCEMENT OF WORK
ON SUCH SYSTEM OR COMPONENT PER SEC 1706.1
22.WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS, OR ADDITIONS EXCEEDING ONE THOUSAND DOLLARS ($1,000), EXISTING DWELLING OR SLEEPING UNITS
THAT HAVE ATTACHED GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A CARBON MONOXIDE DETECTOR IN ACCORDANCE WITH SECTION
R315.1. CARBON MONOXIDE DETECTORS SHALL ONLY BE REQUIRED IN THE SPECIFIC DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS OBTAINED.
(R315.2)
23.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS INTENDED FOR HUMAN OCCUPANCY, UPON THE OWNER'S APPLICATION FOR A PERMIT FOR
ALTERATIONS, REPAIRS, OR ADDITIONS, EXCEEDING ONE THOUSAND DOLLARS ($1,000) (R314.6.2)
SITE PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/8"=1'-0"
SITE EXISTING (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/8"=1'-0"
WATER HEATER TO BE
STRAPPED USING THE RHEEM
SP13345 EARTHQUAKE STRAP
TWO STRAPS ARE REQUIRED,
ONE IN THE UPPER THIRD AND
ONE IN THE LOWER THIRD
(ATLEAST 4" ABOVE THE
CONTROLS)
W/H
W/H
1'
-
3
"
1'
-
3
"
3'-1"
5'-0"
8'
-
7
"
(N)
STACKABLE
W/D
(N)
45"x55" S.H.
20'-9"
8'
-
0
"
12
'
-
6
"
1'
-
4
"
6'
-
8
"
MAX HT.
CLG'
TOP OF FINISH FLOOR
(N) WATER HEATER WITH
STUCCO MATERIAL
21'-4"14'-8"
DRIVEWAYWALK WAY
8'-0"12'-0"13'-4"
3'
-
0
"
11'-4"
22
'
-
4
"
23
'
-
0
"
33'-3"
11'-10"5'-0"15'-1"
10
'
-
0
"
2'
-
0
"
5'
-
0
"
2'
-
0
"
10
'
-
0
"
11'-10"
10
'
-
0
"
12'-6"
31
'
-
0
"
20'-5"
3'
-
0
"
(N) CMU BLOCK TO MATCH
EXISTING STUCCO
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
5
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
PR
O
P
O
S
E
D
F
L
O
O
R
P
L
A
N
01-A3
LEGEND:
EXISTING WALLS:
NEW WALLS:
WALLS TO REMOVE:
SMOKE DETECTOR: (WIRED W/ BATTERY BACK UP)
CARBON MONOXIDE ALARM:
(HARD-WIRED W/ BATTERY BACKUP)
BATHROOM FAN (MIN. 50 CFM) (DUCTED TO OUTSIDE OF
BUILDING)(ENERGY STAR W/ HUMIDISTAT)
S
C
F
SWITCH
125 VOLT GROUND FAULT OUTLET
CEILING OR WALL LIGHT
S
KITCHEN EXHAUST SYSTEM VENTED TO
OUTSIDE (MIN. 100 CFM)K
3 WAY SWITCH S 3
G.F.I.
DIMMER SWITCH
220 VOLT OUTLET
220V
ARC FAULT INTERRUPTION CIRCUIT
AFIC
ELEC. MAIN/SUB PANEL
GARAGE DOOR OPENER G.D.O.
GREEN NOTES
1.ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES,, CONDUITS, OR OTHER OPENINGS IN THE BUILDINGS
ENVELOPE AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH
OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES.
2.FOR ALL NEW EQUIPMENT, AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM THE ITEMS
LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL
INSPECTION
3.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,
PLASTIC, OR SHEET METAL UNTIL THE FINAL SARTUP OF THE HEATING, COOLING AND VENT. EQUIPMENT
4.THE VOC CONTENT VERIFICATION CHECKLIST SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION
APPROVAL. THE MANUFACTURERS SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS
SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION
5.ALL NEW CARPET AND CARPET CUSHIONS INSTALLE DIN THE BUILDING INTERIOR SHALL MEET THE TESTING
PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING
1. CARPET AND RUG INSTITUTES GREEN LABEL PLUS PROGRAM
2. CALIFORNIA DEPT. OF PUBLIC HEALTH'S SPECIFICATIONS
3. NSF/ANSI 140 AT THE GOLD LEVEL
4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE
6.80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE
FOLLOWING
1. VOC EMISSION LIMITS DEFINED IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE
2. CERTIFIED UNDER UL GREENGUARD GOLD
3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE
4. MEET THE CALIFORNIA DEPT. OF PUBLIC HEALTH'S SPECIFICATIONS
7.THE HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI/ACCA MANUAL
J-2004, ANSI/ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIR EQUIPMENT SELECTED IUN ACCORDANCE
WITH ANSI/ACCA 36-S MANUAL S-2004
8.WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE
SHOWERHEADS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80psi, OR THE
SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME
9.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN SECTION
4.303.1
10.THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY
FIXTURES BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODE
SECTION 610.4.1.2 OR 610.4.1.3
EXISTING 1ST FLOOR PLAN
SHOWING AREA OF WORKSCALE: 1/4"=1'-0"
#SIZE(WXH)DESCRIPTION REMARKS
WINDOW SCHEDULE
#SIZE (WXH)DESCRIPTION REMARKS
DOOR SCHEDULE
EXISTING EXISTING TO REMAIN(E)
MECHANICAL
1.GROUND FAULT CIRCUIT-INTERRUPTION (GFCI) FOR PERSONNEL SHALL
BE RPOVIDED AND INSTALLED IN READILY ACCESSIBLE AREA
2.ARC-FAULT CIRCUIT INTERRUPTION SHALL BE INSTALLED TO PROVIDE
PROTECTION OF THE BRANCH CIRCUIT
3.TAMPER-RESISTANT RECEPTACLES SHALL BE INSTALLED IN ALL AREAS
SPECIFIED IN 210.52, ALL NONLOCKING TYPE 12-VOLT; 15- AND
20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT
PLUMBING
1.PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A
SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM
2.KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY
TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT
AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY
3.BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A
SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED
WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL
EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR
4.PROVIDE ULTRA FLUSH WATER CLOSET FOR ALL NEW CONSTRUCTION,
EXISTING SHOWERHEADS AND TOILETS MUST BE ADOPTED FOR LOW
WATER CONSUMPTION
5.MECHANICAL, ELECTRICAL, AND PLUMBING PLANS ARE NOT REVIEWED
AND ARE SUBJECT TO FIELD INSPECTION
6.THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY
WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1
PROPOSED 1ST FLOOR PLAN
SHOWING AREA OF WORKSCALE: 1/4"=1'-0"
EXISTING EXISTING TO REMAIN(E)
1
2'-8"x6'-8"SINGLE HUNG1
3'-9"x4'-7"SINGLE HINGED
2
3'-0"x3'-0"SINGLE HINGED2
3'-0"x6'-8"SINGLE HUNG
1
2
1
2
1
F
SOUTH PROPOSED ELEVATION VIEW
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
SOUTH PROPOSED ELEVATION VIEW OF FENCE
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
SLOPE AT EXTERIOR LANDINGS
SHALL NOT EXCEED 1
4 INCH PER
FOOT (2%) (R311.3)
`
All residential front yard fences shall conform to section 41-610 of the Municipal Code. The following design
examples and site plan are to be used for reference when preparing submittal plans for a front yard fence permit.
4-inch Max Width 4-inch Min Spacing
Example of Wood Picket/Wrought Iron
Fence Design
Front
Yard
St
r
e
e
t
Grade
Decorative
Element
*Please refer to Sight Triangle
Handout
8-
f
o
o
t
M
i
n
(m
e
a
s
u
r
e
d
f
r
o
m
c
e
n
t
e
r
)
Front
Yard
25’
25’
Sight
Triangle on
corners
(25’ x 25’)
House
Grass
Street
Pr
o
p
e
r
t
y
L
i
n
e
Pr
o
p
e
r
t
y
L
i
n
e
Property Line
Front
Yard
8-foot Minimum Separation Between
Pilasters (measured from center)
Pr
o
p
e
r
t
y
L
i
n
e
Pr
o
p
e
r
t
y
L
i
n
e
Property Line
Fr
o
n
t
Y
a
r
d
Mi
n
2
0
-
f
e
e
t
o
r
Pr
e
v
a
i
l
i
n
g
Se
t
b
a
c
k
4-foot Max
Entry
8-foot Min
(measured from center)
Location of
Pilasters
Garage
House
Grass
Driveway
and/or
Walkway
Example of Masonry Fence Design with
Pilasters
18-inch Max Height
for Solid Materials
16-inch Max Width 4-inch Minimum Spacing
(10-inches on Arterial streets)
Prohibited
36-inch Max
Height for
Non-Arterial
Street
or
48-inch Max
Height for
Arterial Street
Planning and Building Agency
Planning Division
20 Civic Center Plaza
P.O. Box 1988 (M-20)
Santa Ana, CA 92702
(714) 647-5804
www.santa-ana.org
RESIDENTIAL
FRONT YARD FENCES
Example of Residential Site Plan-
Corner Lot
Example of Residential Site Plan-
Non Corner Lot
14'-7"
22
'
-
1
1
"
5'-0"5'-0"
8'
-
0
"
7'
-
9
"
31
'
-
3
"
(N
)
ST
A
C
K
A
B
L
E
W/
D(N) TANK LESS WATER
HEATER
(N) MINI SPLIT CONDENSER
LOCATED IN ATTIC
3'
-
0
"
2'-0"12'-3"
11
'
-
1
"
3'
-
0
"
3'-0"
(N) 3X3 LANDING
1 -1/2"
42
'
-
8
"
14'-7"
WALL FINISH TO BE NONABSORBENT AND A MINIMUM 6
FEET OFF FLOOR/GLASS TO BE TEMPERED
43
'
-
4
"
15'-3"
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
5
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
PR
O
P
O
S
E
D
F
L
O
O
R
P
L
A
N
01-A3.1
LEGEND:
EXISTING WALLS:
NEW WALLS:
WALLS TO REMOVE:
SMOKE DETECTOR: (WIRED W/ BATTERY BACK UP
INTERCONNECTED)
CARBON MONOXIDE ALARM:
(HARD-WIRED W/ BATTERY BACKUP)
BATHROOM FAN (MIN. 50 CFM) (DUCTED TO OUTSIDE OF
BUILDING)(ENERGY STAR W/ HUMIDISTAT)
S
C
F
SWITCH
125 VOLT GROUND FAULT OUTLET
CEILING OR WALL LIGHT
S
KITCHEN EXHAUST SYSTEM VENTED TO
OUTSIDE (MIN. 100 CFM)K
3 WAY SWITCH S 3
G.F.I.
DIMMER SWITCH
220 VOLT OUTLET
220V
ARC FAULT INTERRUPTION CIRCUIT
AFIC
ELEC. MAIN/SUB PANEL
GARAGE DOOR OPENER G.D.O.
GREEN NOTES
1.ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES,, CONDUITS, OR OTHER OPENINGS IN THE BUILDINGS
ENVELOPE AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH
OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL PLATES.
2.FOR ALL NEW EQUIPMENT, AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM THE ITEMS
LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE TIME OF FINAL
INSPECTION
3.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,
PLASTIC, OR SHEET METAL UNTIL THE FINAL SARTUP OF THE HEATING, COOLING AND VENT. EQUIPMENT
4.THE VOC CONTENT VERIFICATION CHECKLIST SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL INSPECTION
APPROVAL. THE MANUFACTURERS SPECIFICATIONS SHOWING VOC CONTENT FOR ALL APPLICABLE PRODUCTS
SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE FIELD INSPECTOR FOR VERIFICATION
5.ALL NEW CARPET AND CARPET CUSHIONS INSTALLE DIN THE BUILDING INTERIOR SHALL MEET THE TESTING
PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING
1. CARPET AND RUG INSTITUTES GREEN LABEL PLUS PROGRAM
2. CALIFORNIA DEPT. OF PUBLIC HEALTH'S SPECIFICATIONS
3. NSF/ANSI 140 AT THE GOLD LEVEL
4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE
6.80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE
FOLLOWING
1. VOC EMISSION LIMITS DEFINED IN THE CHPS HIGH PERFORMANCE PRODUCTS DATABASE
2. CERTIFIED UNDER UL GREENGUARD GOLD
3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE
4. MEET THE CALIFORNIA DEPT. OF PUBLIC HEALTH'S SPECIFICATIONS
7.THE HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI/ACCA MANUAL
J-2004, ANSI/ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIR EQUIPMENT SELECTED IUN ACCORDANCE
WITH ANSI/ACCA 36-S MANUAL S-2004
8.WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE
SHOWERHEADS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80psi, OR THE
SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATION AT A TIME
9.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN SECTION
4.303.1
10.THE HOT WATER SYSTEM SHALL NOT ALLOW MORE THAN 0.6 GALLONS OF WATER TO BE DELIVERED TO ANY
FIXTURES BEFORE HOT WATER ARRIVES OR SHALL COMPLY WITH EITHER LOS ANGELES PLUMBING CODE
SECTION 610.4.1.2 OR 610.4.1.3
EXISTING GARAGE FLOOR PLAN
SHOWING AREA OF WORKSCALE: 1/4"=1'-0"
#SIZE(WXH)DESCRIPTION REMARKS
WINDOW SCHEDULE
#SIZE (WXH)DESCRIPTION REMARKS
DOOR SCHEDULE
EXISTING EXISTING TO REMAIN(E)
MECHANICAL
1.GROUND FAULT CIRCUIT-INTERRUPTION (GFCI) FOR PERSONNEL SHALL
BE RPOVIDED AND INSTALLED IN READILY ACCESSIBLE AREA
2.ARC-FAULT CIRCUIT INTERRUPTION SHALL BE INSTALLED TO PROVIDE
PROTECTION OF THE BRANCH CIRCUIT
3.TAMPER-RESISTANT RECEPTACLES SHALL BE INSTALLED IN ALL AREAS
SPECIFIED IN 210.52, ALL NONLOCKING TYPE 12-VOLT; 15- AND
20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER-RESISTANT
PLUMBING
1.PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A
SANITARY SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM
2.KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY
TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT
AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY
3.BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A
SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED
WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL
EXTEND TO A HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR
4.PROVIDE ULTRA FLUSH WATER CLOSET FOR ALL NEW CONSTRUCTION,
EXISTING SHOWERHEADS AND TOILETS MUST BE ADOPTED FOR LOW
WATER CONSUMPTION
5.MECHANICAL, ELECTRICAL, AND PLUMBING PLANS ARE NOT REVIEWED
AND ARE SUBJECT TO FIELD INSPECTION
6.THE FLOW RATES FOR ALL NEW PLUMBING FIXTURES SHALL COMPLY
WITH THE MAXIMUM FLOW RATES SPECIFIED IN SECTION 4.303.1
PROPOSED ADU FLOOR PLAN
SHOWING AREA OF WORKSCALE: 1/4"=1'-0"
EXISTING EXISTING TO REMAIN(E)
1
2'-8"x6'-8"SINGLE HUNG1
3'-0"x3'-0"SINGLE HUNG
2
2
3'-0"x6'-8"SINGLE HUNG
1
1
1
2
K
F
F
S
S C
3'-0"x1'-0"TRANSOM
2
1
3 3'-10"x4'-0"SINGLE HUNG
3
3
SMOKE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL
217.(R314.1.1)
NOTE: WALLS ABOVE BATHTUBS, AND IN SHOWER
COMPARTMENTS, SHALL HAVE A SMOOTH, NONABSORBENT
FINISH EXTENDING AT LEAST 6 FEET ABOVE THE FLOOR.
TEMPERED
8'
-
0
"
11
'
-
7
"
11
'
-
7
"
8'
-
0
"
11
'
-
1
"
8'
-
0
"
11
'
-
1
"
8'
-
0
"
6'
-
8
"
6'
-
8
"
6'
-
8
"
CLG'
MAX HT.MAX HT.
MAX HT.MAX HT.
CLG'
CLG'CLG'
2'
-
0
"
2'
-
0
"
4:12
4:12
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
5
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
EL
E
V
A
T
I
O
N
RO
O
F
P
L
A
N
01-A4
EAST ELEVATION VIEW
SHOWING AREA OF WORK SCALE: 3/8"=1'-0"
SOUTH ELEVATION VIEW
SHOWING AREA OF WORK SCALE: 3/8"=1'-0"
WEST ELEVATION VIEW
SHOWING AREA OF WORK SCALE: 3/8"=1'-0"
NORTH ELEVATION VIEW
SHOWING AREA OF WORK SCALE: 3/8"=1'-0"
TYPICAL EGRESS WINDOW TYPICAL WEEP SCREED DETAIL
5.7 MIN. SQ. FT. CLEAR OPENING
NOTE:
THESE DIMENSIONS SHOW MIN.
CLEARANCE ONLY. 20" X 24"
3.32 SQ. FT. (NOT LEGAL)
FINISHED
FLOOR
TOP OF FINISHED
WINDOW SILL
EGRESS OPENING
NOTE:
PROVIDE GLAZING AREA OF NOT LESS THAN 10% OF THE
FLOOR AREA. PROVIDE NATURAL VENTILATION BY MEANS
OF OPENABLE EXTERIOR OPENINGS WITH AN AREA NOT
LESS THAN 5% OF THE FLOOR AREA, WITH A MIN. OF 5
SQ. FT..
FOOTING
corrosion-resistant
weep screed with a
minimum vertical
flange of 3 1/2 inches
2 LAYERS OF
GRADE D PAPER
4"
M
I
N
GRADE
PAVING
2"
M
I
N
.
CertaFlash flex Flashing beyond
Installed window
CertainTeed Restoration Millwork trim board
"Z" flashing, extending 1" each side.
2" vertical leg recommended.
Weather resistance barrier
Shim as required
TYPICAL WINDOW FLASHING12 3
ARCH KEY NOTES:
1 RADEONEOAUOEM
(LARRER)OREUOMAH
EN
CLASS 'A' RATED COMP. SHINGLE ROOF - OVER MIN. 30# FELT OVER
PLYWOOD SHTG. PER STRUCT., TYP. ICC - 1463 (USE OWENS CORNING
SHINGLES, (CRRC 0890-0010 OR EQ.) (U.N.O.)
2
3 OHAGIN STANDARD "FLAT STYLE ATTIC VENT
ATTIC VENTILATION CALCULATION
TOTAL NEW ATTIC AREA : 720 SQ. FT.
PROVIDE VENTILATION EQUAL TO 1/150
USE EAVE VENTS AND EYEBROW VENTS
720/150= 4.8 SF X 144 SQ IN PER SQ FT = 691.2 SQ IN
10 X OHAGIN STANDARD "FLAT" STYLE ATTIC VENT (72 SQ. IN NFVA EA.) = 144 SQ. IN.
TOTAL VENTING PROVIDED = 720 SQ IN
TOTAL VENT REQUIRED = 691.2 SQ. IN
ROOF PLAN
SHOWING AREA OF WORK SCALE: 3/16"=1'-0"
1
1
1
1
22
2 2
3
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
5
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
T2
4
-
M
A
I
N
H
O
M
E
03.A-6
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
5
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
T2
4
-
A
D
U
03.A-6.1
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
5
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
ST
R
U
C
.
N
O
T
E
S
02-S1
Footing, Stem Walls, Piers
Stepftg/Retain'g Foundation
Caisson, Piles, Grade Beams
Firm or individual to be responsilbe for the Structural Observation:
STRUCTURAL OBSERVATION PROGRAM
to be the Structural Observer.
DECLARATION BY OWNER
Signature Date
Observer is different from the Architect of Engineer of Record)
I, the Owner of the project, declare that the above listed firm or individual is hired by me to be the
DECLARATION BY ARCHITECT OR ENGINEER OF RECORD
I, the Architect or Engineer of record, declare that the above listed firm or individual is designated by me to
Hillside Special Anchors
Structural Observer.
Name:
conc beam
FOUNDATION
Mat Foundation
Owner:
PROJECT ADDRESS:
Description of Work:
(required if the Structural
FRAME
Masonry Wall Frame
Steel Braced Frame
Steel Moment Frame
STRUCTURAL OBSERVATION
(only checked items are required)
Concrete Moment Frame
Phone:(916) 333-9225
WALL
Others:
Masonry
Concrete
Wood
Others:
Architect:
Calif. Registration:
Steel Deck
Others:
Wood
Concrete
DIAPHRAGM
PERMIT APPL. NO.:
Engineer:
AND DESIGNATION OF THE
STRUCTURAL OBSERVER
Standley
Standley C87675
1.MATERIAL DELIVERED TO THE CONSTRUCTION SITE SHALL BE PROTECTED FROM RAIN OR
OTHER SOURCES OF MOISTURE. (9.407.4)
2.ALL STUDS, JOISTS, RAFTERS, AND BLOCKING'S SHALL BE DF-L NO. 2 AS GRADED BY
WWPGR, ALL POSTS AND BEAMS SHALL DF-L N0. 1 OR BETTER AS GRADED BY WWPGR.
UNO.
3.ALL LUMBER IN CONTACT WITH CONCRETE SHALL BE DF-LARCH PRESSURE TREATED.
4.ALL NEW SHEATHING USE FOR BRACING SHALL BE 15/32" CDX, 5-PLY PANEL
CONSTRUCTION WITH SPAN RATING OF 32/16 OR BETTER AS RATED BY AMERICAN
PLYWOOD ASSOC.
5.ANY NAIL IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT-DIPPED
GALVANIZED OR STAINLESS STEEL.
6.BUILDING MATERIAL WITH VISIBLE SIGNS OF WATER DAMAGE SHALL NOT BE INSTALLED.
WALL AND FLOORING FRAMING SHALL NOT BE ENCLOSED UNTIL IT IS INSPECTED AND
FOUND TO BE SATISFACTORY BY BUILDING INSPECTOR. (9.505.3)
1.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO STARTING OF WORK.
2.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED
ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES,
PILL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES, METERS, APPURTENANCES,
ETC.) OR TO THE LOCATION OF HOOK-UP.
3.THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES WHETHER
OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE
CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
4.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED
FOR SPRAYED-ON FIREPROOFING AND HIGH LOAD DIAPHRAGMS
5.CONSTRUCTION WASTE WILL BE HANDLED BY CITY OF LOS ANGELES CERTIFIED HAULER
AND SHALL BE REDUCED BY 50% OF ITS OVERALL WASTE.
CALIFORNIA WASTE SERVICES, PERMIT# PER-09-058
621 W. 152ND ST., GARDENA, CA 90247
1.ALL NON-EPOXY GROUT SHALL BE RAPID SET BRAND OR EQUIV. INSTALLED PER THE
MANUFACTURERS SPEC'S, LARR24654.
2.ALL EPOXY TYPE GROUT SHALL BE SIMPSON SET BRAND STRUCTURAL EPOXY OR
EQUIV. INSTALLED PER THE MANUFACTURERS SPECIFICATIONS, LA RR#25279.
3.CLEAN OUT ALL DRILLED BORINGS AND CRACKS PRIOR TO APPLICATION OF GROUT.
DEPUTY INSPECTION REQUIRED AT ALL TIME OF PROCEDURE.
4.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED
FOR HIGH-LIFT GROUTING.
1.ALL STEEL REINFORCEMENT BARS SHALL BE 60,000 PSI YIELD STRENGTH CONFORMING TO ASTM STD
A615, UNLESS NOTED OTHERWISE.
2.ALL STEEL REINFORCEMENT TIES AND STIRRUPS SHALL BE 40,000 PSI YIELD STRENGTH CONFORMING
TO ASTM STD A615, UNLESS NOTED OTHERWISE.
3.ALL STEEL REINFORCEMENT HOOKS SHALL BE PER ACI318 STANDARD HOOKS SCHEDULE.
4.ALL BENDS IN REINFORCEMENT BARS SHALL BE MADE COLD.
5.STEEL REINFORCEMENT SHALL BE FREE OF LOOSE FLAKY RUST, MUD, OIL, AND OTHER COATINGS
WHICH MAY REDUCE BOND STRENGTH.
6.STEEL REINFORCING SHALL BE ACCURATELY PLACED IN CONCRETE FORMS WITH THE APPROPRIATE
CLEAR COVER MAINTAINED.
7.SPLICES IN STEEL REINFORCEMENT FOR SLABS AND RETAINING WALL SHALL BE A MINIMUM OF 40 BAR
DIAMETER OR 24 INCHES WHICH EVER IS LARGER.
8.SHOP WELDING FOR STEEL REINFORCEMENT SHALL BE PERFORMED IN A LADBS LICENSED FABRICATION
SHOP OR CALIFORNIA LICENSED FABRICATION SHOP.
9.FIELD WELDING FOR STEEL REINFORCEMENT SHALL BE PERFORMED BY A LADBS CERTIFIED WELDERS
OR CALIFORNIA LICENSED WELDER. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY
INSPECTOR IS REQUIRED FOR FIELD WELDING.
1.ALL EXISTING FOUNDATIONS & FOOTINGS SHALL BE CLEANED OFF PRIOR TO POURING OF NEW
CONCRETE FOR PROPER BONDING.
2.CEMENT SHALL CONFORM TO THE SPECIFICATION FOR PORTLAND CEMENT ASTM C150.
3.WATER USED IN MIXING CONCRETE SHALL BE CLEAN AND FREE FROM INJURIOUS AMOUNTS OF OILS,
ACIDS, ALKALIS, SALTS, ORGANIC MATERIALS, OR OTHER SUBSTANCES THAT MAY BE DELETERIOUS TO
CONCRETE OR REINFORCEMENT BARS.
4.ALL CONCRETE WORK SHALL BE DONE WITH MINIMUM OF 3000PSI CONCRETE, UNLESS NOTED
OTHERWISE.
5.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR CONCRETE
STRENGTH GREATER THAN 2500 PSI, DRIVEN DEEP FOUNDATION, CAST-IN PLACE DEEP FOUNDATIONS,
ENGINEERING MASONRY, PRE-STRESSED CONCRETE, HIGH LOAD DIAPHRAGMS AND SPECIAL
MOMENT-RESISTING CONCRETE FRAMES.
6.ALL CONCRETE SHALL BE 3,000 PSI IN 28 DAYS & DEPUTY INSPECTION IS REQUIRED, UNLESS NOTED
OTHERWISE.
7.PLACEMENT OF STEEL REINFORCEMENT IN CONCRETE SHALL BE AS FOLLOWED:
A.3 INCHES FROM FACE OF CONCRETE CAST IF IT IS AGAINST AND/OR PERMANENTLY EXPOSED TO
EARTH
B.2 INCHES FROM FACE OF CONCRETE CAST IF IT IS EXPOSED TO EARTH AND/OR WEATHER.
C.1-1/2" INCHES FROM FACE OF CONCRETE CAST IF IT IS NOT EXPOSED TO WEATHER AND/OR IN
CONTACT WITH EARTH.
1.PRE-MOISTEN EXCAVATIONS FOR FOOTING & SLAB PRIOR TO POURING CONCRETE. THE CONSULTING
SOILS ENGINEER SHALL CHECK MOISTURE CONDITIONS.
2.ALL RECOMMENDATIONS OF THE CONSULTING GEOLOGIST MUST BE INCORPORATED INTO THE DESIGN
OR SHOWN AS NOTES ON THE PLANS IF APPLICABLE.
3.IF ADVERSE SOIL CONDITIONS ARE ENCOUNTERED, A SOILS INVESTIGATION REPORT MAY BE REQUIRED.
(1802.2.1)
1.THE OWNER SHALL EMPLOY A STATE OF CALIFORNIA REGISTERED CIVIL OR STRUCTURAL ENGINEER OR
LICENSED ARCHITECT TO PERFORM THE STRUCTURAL OBSERVATION. THE DEPARTMENT OF BUILDING AND
SAFETY (LADBS) RECOMMENDS THE USE OF THE ENGINEER OR ARCHITECT RESPONSIBLE FOR THE
STRUCTURAL DESIGNS THAT ARE INDEPENDENT OF THE CONTRACTOR.
2.THE STRUCTURAL OBSERVER SHALL PROVIDE EVIDENCE OF EMPLOYMENT BY THE OWNER OR THE
OWNER'S REPRESENTATIVE. A LETTER FROM THE OWNER, THE OWNER'S REPRESENTATIVE OR A COPY OF
THE AGREEMENT FOR SERVICES SHALL BE SENT TO THE BUILDING INSPECTOR BEFORE THE FIRST SITE
VISIT.
3.THE OWNER OR OWNER'S REPRESENTATIVE SHALL COORDINATE AND CALL FOR A MEETING BETWEEN THE
ENGINEER OR ARCHITECT RESPONSIBLE FOR THE STRUCTURAL DESIGN, STRUCTURAL OBSERVER,
CONTRACTOR, AFFECTED SUBCONTRACTORS AND DEPUTY INSPECTORS. THE PURPOSE OF THE MEETING
SHALL BE TO IDENTIFY THE MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT THE
VERTICAL AND LATERAL LOAD SYSTEMS OF THE STRUCTURE AND TO REVIEW SCHEDULING OF THE
REQUIRED OBSERVATIONS. A RECORD OF THE MEETING SHALL BE INCLUDED IN THE FIRST OBSERVATION
REPORT SUBMITTED TO THE BUILDING INSPECTOR.
4.THE STRUCTURAL OBSERVER SHALL PERFORM SITE VISITS AT THOSE STEPS IN THE PROGRESS OF THE
WORK THAT ALLOW FOR CORRECTION OF DEFICIENCIES WITHOUT SUBSTANTIAL EFFORT OR UNCOVERING
OF THE WORK INVOLVED. AT A MINIMUM, THE LISTED SIGNIFICANT CONSTRUCTION STAGES ON THE
FOLLOWING STRUCTURAL OBSERVATION AND/OR SIGNIFICANT CONSTRUCTION STAGES TABLE REQUIRE A
SITE VISIT AND AN OBSERVATION REPORT FROM THE STRUCTURAL OBSERVER.
6.THE STRUCTURAL OBSERVER SHALL PREPARE A REPORT OF THE STRUCTURAL OBSERVATION REPORT
FORM IN/FORM.08 (PART 1) FOR EACH SIGNIFICANT STAGE OF CONSTRUCTION OBSERVED. THE ORIGINAL
OF THE STRUCTURAL OBSERVATION REPORT SHALL BE SENT TO THE BUILDING INSPECTOR'S OFFICE AND
SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER. ONE COPY
OF THE OBSERVATION REPORT SHALL BE ATTACHED TO THE APPROVED PLANS. THE COPY ATTACHED TO
THE PLANS SHALL BE SIGNED AND SEALED (WET STAMP) BY THE RESPONSIBLE STRUCTURAL OBSERVER
OR THEIR DESIGNEE. COPIES OF THE REPORT SHALL ALSO BE GIVEN TO THE OWNER, CONTRACTOR, AND
DEPUTY INSPECTOR. ANY DEFICIENCY NOTED ON THE OBSERVATION REPORT WILL BECOME THE
RESPONSIBILITY OF THE STRUCTURAL ENGINEER OF RECORD TO VERIFY ITS COMPLETION BY HIM (HER),
OR BY A REGISTERED DEPUTY INSPECTOR AT THE DISCRETION OF THE STRUCTURAL OBSERVER.
7.A FINAL OBSERVATION REPORT AND THAT OF THE REGISTERED DEPUTY INSPECTOR MUST BE SUBMITTED
WHICH SHOWS THAT ALL OBSERVED DEFICIENCIES WERE RESOLVED AND STRUCTURAL SYSTEM
GENERALLY CONFORMS TO THE APPROVED PLANS AND SPECIFICATIONS. THE DEPARTMENT OF BUILDING
AND SAFETY (LADBS) WILL NOT ACCEPT THE STRUCTURAL WORK WITHOUT THIS FINAL OBSERVATION
REPORT AND THAT OF THE REGISTERED DEPUTY INSPECTOR (WHEN PROVIDED) AND THE CORRECTION OF
SPECIFIC DEFICIENCIES NOTED DURING NORMAL BUILDING INSPECTION.
8.THE STRUCTURAL OBSERVER SHALL PROVIDE THE ORIGINAL STAMPED AND SIGNED STRUCTURAL
OBSERVATION REPORT TO THE CITY'S DEPARTMENT OF BUILDING AND SAFETY INSPECTION OFFICE.
9.WHEN THE OWNER ELECTS TO CHANGE THE STRUCTURAL OBSERVER OF RECORD, THE OWNER SHALL:
A.NOTIFY THE BUILDING INSPECTOR IN WRITING BEFORE THE NEXT INSPECTION BY SUBMITTING
COMPLETED "STRUCTURAL OBSERVATION PROGRAM AND DESIGNATION OF THE STRUCTURAL
OBSERVER" FORM IN/FORM.08 (PART 2)
B.CALL AN ADDITIONAL PRE-CONSTRUCTION MEETING, AND
C.FURNISH THE REPLACEMENT STRUCTURAL OBSERVER WITH A COPY OF ALL PREVIOUS OBSERVATION
REPORTS. THE REPLACEMENT STRUCTURAL OBSERVER SHALL APPROVE THE CORRECTION OF THE
ORIGINAL OBSERVED DEFICIENCIES UNLESS OTHERWISE APPROVED BY PLAN CHECK SUPERVISION.
THE POLICY OF THE DEPARTMENT SHALL BE TO CORRECT ANY PROPERTY NOTED DEFICIENCIES
WITHOUT CONSIDERATION OF THEIR SOURCE.
10.THE ENGINEER OR ARCHITECT OF RECORD SHALL DEVELOP ALL CHANGES RELATING TO THE STRUCTURAL
SYSTEMS. THE BUILDING DEPARTMENT SHALL REVIEW AND APPROVE ALL CHANGES TO THE APPROVED
PLANS AND SPECIFICATIONS.
STRUCTURAL OBSERVATION
CONSTRUCTION STAGE ELEMENTS TO BE OBSERVED
CONCRETE
LUMBER
GROUT
STEEL REINFORCEMENT
EARTHWORK
1.CONTINUOUS SPECIAL INSPECTION BY A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR FIELD
WELDING, HIGH STRENGTH BOLTING AND SPRAYED-ON FIREPROOFING.
2.LADBS LICENSED FABRICATOR IS REQUIRED FOR STRUCTURAL STEEL.
3.ALL WELDING SHALL BE SHOP WELDED BY A CERTIFIED WELDING SHOP, UNLESS NOTED OTHERWISE.
4.SHOP WELDING FOR STRUCTURAL STEEL & LIGHT GAUGE STEEL SHALL BE PERFORMED IN A CERTIFIED
FABRICATOR SHOP OR CALIFORNIA LICENSED FABRICATOR SHOP.
5.FIELD WELDING FOR STRUCTURAL STEEL & LIGHT GAUGE STEEL SHALL BE PERFORMED BY A CERTIFIED
WELDERS OR CALIFORNIA LICENSED WELDER. CONTINUOUS SPECIAL INSPECTION BY A REGISTERED
DEPUTY INSPECTOR IS REQUIRED FOR FIELD WELDING.
STEEL
CONSTRUCTION
DEAD LOAD:
HORIZONTAL SYSTEMS:
·ROOF CONSTRUCTION 15 PSF.
·CEILING CONSTRUCTION 10 PSF.
·FLOOR CONSTRUCTION 15 PSF.
VERTICAL SYSTEMS:
·LIGHT-FRAME WALL CONSTRUCTION 20 PSF.
·MASONRY WALL CONSTRUCTION 120 PCF.
·CONCRETE WALL CONSTRUCTION 160 PCF.
LIVE LOAD:
ROOF SYSTEMS:
·SLOPE < 4:12 20 PSF.
·SLOPE =/> 4:12 16 PSF.
·ROOF SOLAR 5 PSF
ATTIC SYSTEMS:
·W/O STORAGE SPACE 20 PSF.
·W/ STORAGE SPACE 30 PSF.
FLOOR SYSTEMS:
·BEDROOM AREAS 30 PSF.
·OTHER AREAS 40 PSF
WALLS:
·EXTERIOR WALLS 15 PSF.
·INTERIOR WALLS 10 PSF
DESIGN LOAD DATA
NO CONCRETE TOPPING ASSUMED IN DEAD LOAD
CALCULATIONS. CONTRACTOR TO VERIFY IN FIELD
GREEN NOTES
1.ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES,, CONDUITS, OR OTHER OPENINGS IN THE
BUILDINGS ENVELOPE AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST THE PASSAGE OF
RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY, OR METAL
PLATES.
2.FOR ALL NEW EQUIPMENT, AN OPERATION AND MAINTENANCE MANUAL INCLUDING, AT A MINIMUM
THE ITEMS LISTED IN SECTION 4.410.1, SHALL BE COMPLETED AND PLACED IN THE BUILDING AT THE
TIME OF FINAL INSPECTION
3.ALL DUCT AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED
WITH TAPE, PLASTIC, OR SHEET METAL UNTIL THE FINAL SARTUP OF THE HEATING, COOLING AND
VENT. EQUIPMENT
4.THE VOC CONTENT VERIFICATION CHECKLIST SHALL BE COMPLETED AND VERIFIED PRIOR TO FINAL
INSPECTION APPROVAL. THE MANUFACTURERS SPECIFICATIONS SHOWING VOC CONTENT FOR ALL
APPLICABLE PRODUCTS SHALL BE READILY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE
FIELD INSPECTOR FOR VERIFICATION
5.ALL NEW CARPET AND CARPET CUSHIONS INSTALLE DIN THE BUILDING INTERIOR SHALL MEET THE
TESTING PRODUCT REQUIREMENTS OF ONE OF THE FOLLOWING
1. CARPET AND RUG INSTITUTES GREEN LABEL PLUS PROGRAM
2. CALIFORNIA DEPT. OF PUBLIC HEALTH'S SPECIFICATIONS
3. NSF/ANSI 140 AT THE GOLD LEVEL
4. SCIENTIFIC CERTIFICATIONS SYSTEMS INDOOR ADVANTAGE
6.80% OF THE TOTAL AREA RECEIVING RESILIENT FLOORING SHALL COMPLY WITH ONE OR MORE OF
THE FOLLOWING
1. VOC EMISSION LIMITS DEFINED IN THE CHPS HIGH PERFORMANCE PRODUCTS
DATABASE
2. CERTIFIED UNDER UL GREENGUARD GOLD
3. CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE
4. MEET THE CALIFORNIA DEPT. OF PUBLIC HEALTH'S SPECIFICATIONS
7.THE HEATING AND AIR CONDITIONING SYSTEMS SHALL BE SIZED AND DESIGNED USING ANSI/ACCA
MANUAL J-2004, ANSI/ACCA 29-D-2009 OR ASHRAE HANDBOOKS AND HAVE THEIR EQUIPMENT
SELECTED IUN ACCORDANCE WITH ANSI/ACCA 36-S MANUAL S-2004
8.WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL
THE SHOWERHEADS CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER
MINUTE AT 80psi, OR THE SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
OPERATION AT A TIME
9.THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN
SECTION 4.303.1
DESCRIPTION
NAILINGSCHEDULE
BLOCKING BETWEEN CEILING JOISTS OR
RAFTERS TO TOP PL.
# AND TYPE SPACING & LOCATION
ROOF
4-8D BOX (21/2″ × 0.113″) OR TOE NAIL
3-8D COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
3-3" × 0.131″ NAILS
TOE NAIL
CEILING JOIST TO TOP PL.
4-8D BOX (21/2″ × 0.113″); ORPER
JOIST, 3-8D COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
PER JOIST, TOE NAIL
CEILING JOIST NOT ATTACHED TO
PARALLEL RAFTER, LAPS OVER
PARTITIONS
4-10D BOX (3″ × 0.128″); OR 3-16D
COMMON (31/2″ × 0.162″); OR
4-3″ × 0.131″ NAILS
FACE NAIL
CEILING JOIST ATTACHED TO PARALLEL
RAFTER (HEEL JOINT)TABLE 1, S-1 FACE NAIL
COLLAR TIE TO RAFTER, FACE NAIL OR
11/4″ × 20 GA. RIDGE STRAP TO
RAFTER
4-10D BOX (3″ × 0.128″); OR
3-10D COMMON (3″ × 0.148″); OR
4-3″ × 0.131″ NAILS
FACE NAIL EACH RAFTER
RAFTER OR ROOF TRUSS TO PLATE
3-16D BOX NAILS (31/2″ × 0.135″); OR
3-10D COMMON NAILS (3" × 0.148″); OR
4-10D BOX (3″ × 0.128″); OR
4-3″ × 0.131″ NAILS
2 TOE NAILS ON ONE SIDE AND 1 TOE
NAIL
ON OPPOSITE SIDE OF EACH RAFTER OR
TRUSS
ROOF RAFTERS TO RIDGE,
VALLEY OR HIP RAFTERS OR ROOF
RAFTER
TO MINIMUM 2″ RIDGE BEAM
4-16D (31/2″ × 0.135″); OR 3-10D
COMMON (31/2″ × 0.148″); OR
4-10D BOX (3″ × 0.128″); OR
4-3″ × 0.131″ NAILS
TOE NAIL
3-16D BOX 31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″); OR
3-10D BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
END NAIL
WALL
DESCRIPTION # AND TYPE SPACING & LOCATION
STUD TO STUD (NOT AT BRACED WALL
PANELS)
16D COMMON (31/2″ × 0.162″)24″ O.C. FACE NAIL
10D BOX (3″ × 0.128″); OR
3″ × 0.131″ NAILS 16″ O.C. FACE NAIL
STUD TO STUD AND ABUTTING STUDS
AT INTERSECTING WALL CORNERS
(AT BRACED WALL PANELS)
16D BOX (31/2″ × 0.135″); OR
3" × 0.131" NAILS
12″ O.C. FACE NAIL
16D COMMON (31/2″ × 0.162″)16″ O.C. FACE NAIL
BUILT-UP HEADER (2″ TO 2″ HEADER
WITH 1/2″ SPACER)
16D COMMON (31/2″ × 0.162″)16″ O.C. EACH EDGE FACE NAIL
16D BOX (31/2″ × 0.135″)12″ O.C. EACH EDGE FACE NAIL
CONTINUOUS HEADER TO STUD
5-8D BOX (21/2″ × 0.113″); OR 4-8D
COMMON (21/2″ × 0.131″); OR
4-10D BOX (3″ × 0.128″)
TOE NAIL
TOP PLATE TO TOP PLATE
16D COMMON (31/2″ × 0.162″)16″ O.C. FACE NAIL
10D BOX (3″ × 0.128″); OR
3″ × 0.131″ NAILS 12″ O.C. FACE NAIL
DOUBLE TOP PLATE SPLICE FOR SDCS
A-D2 WITH SEISMIC BRACED
WALL LINE SPACING < 25'
8-16D COMMON (31/2″ × 0.162″); OR
12-16D BOX (31/2″ × 0.135″); OR
12-10D BOX (3″ × 0.128″); OR
12-3″ × 0.131″ NAILS FACE NAIL ON EACH SIDE OF END JOINT
(MINIMUM 24″ LAP SPLICE LENGTH EACH
SIDE OF END JOINT)DOUBLE TOP PLATE SPLICE SDCS D0, D1,
OR D2; AND BRACED WALL
LINE SPACING ≥25'
12-16D (31/2″ × 0.135″)
BOTTOM PLATE TO JOIST, RIM JOIST,
BAND JOIST OR
BLOCKING (NOT AT BRACED WALL
PANELS)
16D COMMON (31/2″ × 0.162″)16″ O.C. FACE NAIL
16D BOX (31/2″ × 0.135″); OR 12″ O.C. 3″ ×
0.131″ NAILS 12″ O.C. FACE NAIL
BOTTOM PLATE TO JOIST, RIM JOIST,
BAND JOIST OR
BLOCKING (AT BRACED WALL PANEL)
3-16D BOX (31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″); OR4-3″ × 0.131″
NAILS
3 EACH 16″ O.C. FACE NAIL
2 EACH 16″ O.C. FACE NAIL
4 EACH 16″ O.C. FACE NAIL
TOP OR BOTTOM PLATE TO STUD
4-8D BOX (21/2″ × 0.113″); OR 3-16D BOX
(31/2″ × 0.135″); OR
4-8D COMMON (21/2″ × 0.131″); OR
4-10D BOX (3″ × 0.128″); OR
4-3″ × 0.131″ NAILS
TOE NAIL
3-16D BOX (31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″); OR
3-10D BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
END NAIL
TOP PLATES, LAPS AT CORNERS
AND INTERSECTIONS
3-10D BOX (3″ × 0.128″); OR 2-16D
COMMON (31/2″ × 0.162″); OR
3-3″ × 0.131″ NAILS
FACE NAIL
1″ × 6″ SHEATHING TO EACH BEARING
3-8D BOX (21/2″ × 0.113″); OR 2-8D
COMMON (21/2″ × 0.131″); OR
2-10D BOX (3″ × 0.128″); OR
2 STAPLES, 1″ CROWN, 16 GA., 13/4″
LONG
FACE NAIL
1″ × 8″ AND WIDER SHEATHING TO EACH
BEARING
3-8D BOX (21/2″ × 0.113″); OR3-8D
COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
3 STAPLES, 1″ CROWN, 16 GA., 13/4″
LONG
FACE NAILWIDER THAN 1″ × 8″
4-8D BOX (21/2″ × 0.113″); OR
3-8D COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
4 STAPLES, 1″ CROWN, 16 GA., 13/4″
LONG
JOIST TO SILL, TOP PLATE OR GIRDER
4-8D BOX (21/2″ × 0.113″); OR 3-8D
COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
TOE NAIL
RIM JOIST, BAND JOIST OR BLOCKING TO
SILL OR TOP
PLATE (ROOF APPLICATIONS ALSO)
8D BOX (21/2″ × 0.113″)4" O.C. TOE NAIL
8D COMMON (21/2″ × 0.131″); OR 10D BOX
(3″ × 0.128″); OR
3″ × 0.131″ NAILS)
6″ O.C. TOE NAIL
RIM JOIST, BAND JOIST OR BLOCKING TO
SILL OR TOP
PLATE (ROOF APPLICATIONS ALSO)
3-8D BOX (21/2″ × 0.113″); OR 2-8D
COMMON (21/2″ × 0.131″); OR
3-10D BOX (3″ × 0.128″); OR
2 STAPLES, 1″ CROWN, 16 GA., 13/4″
LONG
FACE NAIL
2″ SUBFLOOR TO JOIST OR GIRDER 3-16D BOX (31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″)BLIND AND FACE NAIL
2″ PLANKS (PLANK & BEAM‒FLOOR &
ROOF)
3-16D BOX (31/2″ × 0.135″); OR 2-16D
COMMON (31/2″ × 0.162″)AT EACH BEARING, FACE NAIL
WALL
BAND OR RIM JOIST TO JOIST
3-16DCOMMON (31/2″ × 0.162″)
4-10 BOX
(3″ × 0.128″), OR
4-3″ × 0.131″ NAILS; OR
4-3″ × 14 GA. STAPLES, 7/16″ CROWN
END NAIL
BUILT-UP GIRDERS AND BEAMS,
2-INCH LUMBER LAYERS
20D COMMON (4″ × 0.192″); OR NAIL EACH LAYER AS FOLLOWS: 32″ O.C.
AT TOP AND BOTTOM AND STAGGERED.
10D BOX (3″ × 0.128″); OR
3″ × 0.131″ NAILS
24″ O.C. FACE NAIL AT TOP AND BOTTOM
STAGGERED ON OPPOSITE SIDES
AND:
2-20D COMMON (4″ × 0.192″); OR 3-10D
BOX (3″ × 0.128″); OR
3-3″ × 0.131″ NAILS
FACE NAIL AT ENDS AND AT EACH
SPLICE
LEDGER STRIP SUPPORTING JOISTS OR
RAFTERS
4-16D BOX (31/2″ × 0.135″); OR 3-16D
COMMON (31/2″ × 0.162″); OR
4-10D BOX (3″ × 0.128″); OR
4-3″ × 0.131″ NAILS
AT EACH JOIST OR RAFTER, FACE NAIL
BRIDGING TO JOIST 2-10D (3″ × 0.128″)EACH END, TOE NAIL
RAFTER SLOPE
3:12
TABLE 1
4:12
5:12
7:12
9:12
12:12
RAFTER SPACING
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
12
16
24
4
5
7
3
4
5
3
3
4
3
3
3
ROOF SPAN (ft)
(inches)12 20 28 36
REQUIRED # OF 16d COMMON NAILS
3
3
3
3
3
3
6
8
11
5
6
8
4
5
7
4
4
5
3
4
4
3
3
4
8
10
15
6
8
12
5
6
9
4
5
7
4
4
6
3
4
4
10
13
19
8
10
15
6
8
12
5
6
9
5
6
7
3
4
5
(E) FOUNDATION TO REMAIN, TYP.
(E) FOUNDATION TO REMAIN, TYP.
(E) FOUNDATION TO REMAIN, TYP.
(E) CRAWL SPACE
2
--
TYP.
HDU
4
HDU
4
(N) 4" SLAB ON GRADE
W/ #4 BARS @ 16" O.C.
EA. WAY
(E) FOUNDATION TO REMAIN, TYP.
1
--
TYP.
1
--
TYP.
1
--
TYP.
1
--
TYP.
3
--
TYP.
3
--
TYP.
4
--
TYP.
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
1
--
TYP.
3
--
TYP.
NOTE: NEW FOUNDATION SHALL
BE DONE UTILIZING AN "ABC
SLOT CUT METHOD" EXCAVATING
MAX 4' SLOT WIDTH
(N) 4" SLAB ON GRADE
W/ #4 BARS @ 16" O.C.
EA. WAY1
--
TYP.
4
3
1
2
24" LAP TYP.
TOP BARS
4" SLAB PER PLAN, TYP.
12" MIN.
24
"
M
I
N
.
P.T. MUDSILL W/ (N) 1/2"Ø ANCHOR
BOLTS AND 3"x3"x5/16" WASHERS @
6'-0" O.C. W/ 7" MIN. EMB.
STUD WALL PER PLANS
SHEAR PANEL'G. PER
SCHEDULE (WHERE
OCCURS)
8"
MI
N
.
G.I. WEEP SCREED
EXTERIOR FINISH PER
PLANS
EXTERIOR SLAB FOOTING (1-STORY)
NOTE: SEE SCHEARWALL SCHEDULE
FOR A.B. SPACING IN SHEARWALL
#4 BAR @ 16" O.C.E.W, TYP.
10 MIL VISQUINE, (PLASTIC VAPOR
BARRIER)
4" THICK BASE OF 1
2" CLEAN
AGGREGATE2 - #4 BARS T&B
13
4" MIN.
POST PER PLANS
5
8"Ø SIMPSON
"SSTB16"
12
5 8"
M
I
N
.
14
1 16
"
MA
X
.
17
8"
HOLD DOWN @ NEW SLAB
SIMPSON HOLD
DOWN PER PLANS
POST PER PLANS
FOUNDATION PER PLANS
13
4" MIN.
10
"
MI
N
.
5
8"Ø ANCHOR BOLT
SET WITH SIMPSON SET- EPOXY
(ER-265) OR EQUIV., SPECIAL
DEPUTY INSP. REQ'D.
HOLD DOWN @ EXISTING FOUNDATION
SIMPSON HOLD
DOWN PER PLANS
INTERIOR SLAB FOOTING DETAIL
--
--
FOR SLAB INFO. SEESHEARWALL WHERE OCCURS
PER PLANS
STUD WALL PER PLANS
(N) SLAB PLANS
12"
3"
C
L
R
.
24
"
M
I
N
.
P.T. MUDSILL W/ (N) 1/2"Ø
ANCHOR BOLTS AND 3"x3"x5/16"
WASHERS @ 12" O.C. UNDER
SHEAR WALL AND 4'-0" O.C.
ELSEWHERE W/ 7" MIN. EMB.
2 - #4 BARS T&B
4" THICK BASE OF 1
2" CLEAN
AGGREGATE
10 MIL VISQUEEN, (PLASTIC
VAPOR BARRIER)
6DOWEL DETAIL 7
(N) FTG.(E) FTG.
P.T. MUDSILL W/ ANCHOR BOLTS
PER PLAN
S.S.T. "LSTA36" @ (N) AND (E)
SILL PL. CONNECTION
(WHERE OCCURS)
REBAR PER PLANS,
TYP.
24"8"
#4 DOWELS, T&B
EPOXY SET WITH
SIMPSON SET-XP
EPOXY (RR25744),
SPECIAL DEPUTY
INSP. REQ'D.
85
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
6
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
FO
U
N
D
A
T
I
O
N
P
L
A
N
02-S2
ADU FOUNDATION PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
HOLD DOWN LEGEND:
NEW 4X6 POST W/ HDU4 HOLD DOWN
PER DETAIL #1
NEW 4X6 POST W/ HDU4 HOLD DOWN
PER DETAIL #10/SD1
MAIN HOUSE FOUNDATION PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
(E) C.J. TO REMAIN
(E
)
C
.
J
.
T
O
R
E
M
A
I
N
(E
)
C
.
J
.
T
O
R
E
M
A
I
N
(N) 4X6 HDR.
(E) HDR.(E) HDR.
(E) HDR.
(E) HDR.
(E) HDR.
(E
)
H
D
R
.
1
L = 5'-3"
2
--
TYP.
1
--
TYP.
(N)2X10 C.J. @ 16"
(N)2X10 C.J. @ 16"
(N) 4X6 HDR.(N) 4X6 HDR.
(N) 4X6 HDR.
(N) 4X6 HDR.
(N
)
4
X
6
H
D
R
.
L = 8'-0"
L = 8'-0"
1L = 8'-0"
1 L = 8'-0"
1
L = 7'-1"
1
L = 3'-9"
3
--
TYP.
2
--
TYP.
3
--
TYP.
3
--
TYP.
3
--
TYP.
1
--
TYP.
1
--
TYP.
(N
)
4
X
6
H
D
R
.
1
1
(N) BEAM
2
--
TYP.
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
(N)
4
X
6
P
O
S
T
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
HDU
4
4
--
TYP.
4
--
TYP.
4
3
1
2
POST CONNECTION DETAIL
HEADER SCHEDULE
HEADER SEE SCHEDULE
HEADER SCHEDULE
MIN. HEADER SIZEMAX
OPENING
WIDTH BEARING
WALL
NON-BRG.
WALL
4'-0"
6'-0"
8'-0"
10'-0"
12'-0"4 X 14
4 X 12
4 X 10
4 X 6 4 X 4
4 X 6
4 X 8
4 X 10
4 X 12
4 X 8
SEE ARCHITECTURAL PLANS
TOP PLATE A35 UNDER HEADER 4 X 8 OR SMALLER
'EPC' UNDER 4 X 10 OR 4 X 12
'ECC" LARGER U.N.O.
DBL. STUD UNDER HEADER 4 X 8 OR SMALLER
4 X POST UNDER 4 X 10 OR LARGER U.N.O.
SIMPSON "A35" WHEN OPEN'G
WIDTH EXCEEDS 5'-0"
("A35'S" @2 X 6 STUDS)
2 - 16d (3 - 16d @
HDRS. DEEPER THAN 4")
USE 2 - 2 X KING
STUDS AT OPENINGS
WIDER THAN 6' - 0"
2 X BLK'G
16d @ 12" O.C.
STAGGERED TYP.
DBL. FULL HT.STUDS WHEN
OPENING WIDTH EXCEEDS 5' - 0"
SIMPSON "A35" WHEN OPEN'G
WIDTH EXCEEDS 5' - 0"
("A35'S" @ 2 X 6 STUDS)
OPTION 1
OPTION 2
BEAM MEMBER PER PLAN, TYP.
SIMPSON "ECCQ" COLUMN CAP
OR EQUIV., TYP. (AT SLOPING
BEAMS USE CAPS W/ SKEWED
AND/OR SLOPED STRAPS TO
ACCOMODATE CONSTRUCTION).
(N) 4x6 POST
(N) 4X6 POST
BEAM MEMBER PER PLAN, TYP.
SIMPSON "ECCQ" COLUMN CAP
OR EQUIV., TYP. (AT SLOPING
BEAMS USE CAPS W/ SKEWED
AND/OR SLOPED STRAPS TO
ACCOMODATE CONSTRUCTION).
(N) PLYWOOD SHEAR
WALL PER PLAN
(WHERE OCCURS)
SEE TABLE 1, S-1
B.N.
UPLIFT FRAMING CLIP
A35 FRAMIUNG ANCHOR AT
EACH BAY
2-2X TOP PL.
STUD WALL PER PLANS
E.N.
2X SOLID BLKG'
PER PLAN
C.J. PER PLANS
RAFTER PER PLANS
EAVE FRAMING DETAIL
FRAMING @ GABLE ENDS
(N) 15
32" WOOD STRUCTURAL
PANEL W/ 8d @ 6"/6"/12"
PLYWOOD SHEAR WALL PER PLAN
(WHERE OCCURS)
E.N.
RAKE WALL
RAFTERS PER PLANS
E.N.
(N) BARGE
RAFTER
2X BLOCKING
VERGE RAFTER
ROOFING TYP
E.N.
2X BLOCKING
@ 8'-0" O.C.MAX.
C.J.PER PLANS
3-10d NAILS 2X4 @ 4'-0" O.C.
A35 FRAMING ANCHOR PER
SHEARWALL SCHED.
2-2X TOP PLATES
A35 FRAMING ANCHOR PER
SHEARWALL SCHED.
2X RIM JOIST
2X BLOCKING
@ 8'-0" O.C.MAX.
6 75
LINTEL SIZE SCHEDULE
SPANH
UP TO 6'-0"5 1/2"
6'-0" TO 8'-0"7 1/4"
8'-0" TO 10'-0"9 1/4"
LINTEL SIZES GIVEN ARE MINIMUMS LARGER SIZES
SHALL BE USED WHERE CALLED FOR BY PLANS OR
BY SPECIFIC DETAILS
MATCH
STUD
WIDTH
H SE
E
SC
H
E
D
U
L
E
SOLID BUILT-UP
BLOCK @ 24"
O.C. MAXIMUM
WITH 2-16d NAILS
FROM EACH SIDE
A34 TOP AND BOTTOM OF
JAMB AT OPENINGS MORE
THAN 3'-0" IN EXTERIOR
WALLS ONLY
2 X BLOCKING
AT MIDHEIGHT
OR 8'0" MAX.
2 X SILL PLATE W/ " A.B. PER PLANS
HOLD DOWN
AS OCCURS
MIN 3/4" DRYPACK AS
LEVELING BASE UNLESS
BASE IS LEVEL WITHIN
1/8" IN 10'-0"
NOTE: WALL FRAMING OVER FRAMED FLOOR SIMILAR
5' MIN.
9' MAX.DOUBLE STUD JAMB AT
OPENINGS MORE THAN 4'-0"
JACK STUD AT LINTEL
USE DOUBLE JACK STUD
AT OPENINGS MORE THAN
6'-0" U.N.O.
A35 CLIP AT OPENINGS
MORE THAN 3'-0"
AT EXT. WALLS ONLY
SOLID OR BUILT-UP
LINTEL OVER OPENING
DOUBLE TOP PLATE
FOR SPLICE SEE DET. 5
3-16d
MIN
TYPICAL WALL FRAMING DETAIL
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
6
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
CE
I
L
I
N
G
F
R
A
M
I
N
G
P
L
A
N
02-S3
ADU CEILING FRAMING PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
PLYWOOD SHEAR ANC.
SHEARWALL SCHEDULE
15/32" STRCUT. 1 LTP4 @ 15" O.C.
EDGE NAILING
10d COM. @ 4" O.C.
TAG CAPACITY
NOTES:
1)NAILING IS IN ADDITION TO THE MINIMUM REQUIREMENTS OF C.B.C. - TABLE 2304.9.1
2)HDU4 HOLD DOWN AT EACH END
3)SOLID BLOCK AND NAIL ALL PLYWOOD EDGES
4)PROVIDE 1
2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING
1
510 plf
FIELD NAILING
10d COM. @ 16" O.C.
ANC. BOLT
5
8" @ 32" O.C.*
15/32" STRCUT. 1 LTP4 @ 16" O.C.10d COM. @ 6" O.C.
2
340 plf10d COM. @ 16" O.C.5
8" @ 32" O.C.*
PER MFR.N/A3 4945 lb/ftN/A PER MFR.SSW 24X8
MAIN HOUSE CEILING FRAMING PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 1/4"=1'-0"
(N
)
2
X
1
0
R
I
D
G
E
B
O
A
R
D
(E)
ROOF
(E)
ROOF
(E
)
R
I
D
G
E
B
O
A
R
D
(N) 2X6 R.R. @ 16" O.C.
(N) 2X6 R.R. @ 16" O.C.
(E) R.R. TO REMAIN
(E) R.R. TO REMAIN
1
--
TYP.
2
--
TYP.
1
2
4
3
RIDGE BEAM
PER PLANS
ROOF
RAFTERS
PER PLANS
2-16d EACH SIDE
ROOFING PER PLANS
20 GA.x 1-1/4" STRAP
@ 48" O.C.
(N) COLLAR TIES @ 48" O.C.
4-10d NAILS
RIDGE DETAIL
NEW EXISTING
(N) R.R. PER PLANS
(N) R.R. PER PLANS W/ 2-10d
NAILS @ 8" O.C.
(N) 2X BLKG' @ 48" O.C.
(N) LSTA26 @ 48" O.C.
B.N..
(E) R.R. TO
REMAIN
DIAPHRAGM CONNECTION DETAIL
DR
A
W
I
N
G
D
A
T
E
:
Ma
r
5
,
2
0
2
6
(
3
:
1
6
P
M
)
SHEET #:
JO
B
A
D
D
R
E
S
S
:
94
1
W
M
C
F
A
D
D
E
N
A
V
E
.
/
9
4
1
W
MC
F
A
D
D
E
N
A
V
E
.
U
N
I
T
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
7
NO
.
RE
V
I
S
I
O
N
:
DA
T
E
:
BY
:
EN
G
I
N
E
E
R
:
DE
S
I
G
N
E
D
B
Y
:
DR
A
W
N
B
Y
:
RE
V
I
E
W
E
D
B
Y
:
PE
R
M
I
T
N
O
.
--
C.
S
.
A.
C
.
C.
S
.
DE
S
I
G
N
G
R
O
U
P
:
ENGINEER OF RECORD:
PR
O
J
E
C
T
D
E
S
C
R
I
P
T
I
O
N
HO
M
E
RE
M
O
D
E
L
/
(
N
)
AD
U
STA
N
D
L
E
Y
S
T
R
U
C
T
U
R
A
L
D
E
S
I
G
N
CIV
I
L
-
S
T
R
U
C
T
U
R
A
L
E
N
G
I
N
E
E
R
S
Located at:
17940 Ventura Blvd.
Encino, CA 91316
Call:
(213) 373-4513
A.
C
.
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
02-S4
ADU ROOF FRAMING PLAN (PROPOSED)
SHOWING AREA OF WORK SCALE: 3/8"=1'-0"