HomeMy WebLinkAboutPA2022-0314_20221221_Plan Submittal 42x30LOT AREA:
MAX. TOTAL FLOOR AREA CITYWIDE (BUILDABLE x2):
CITY OF NEWPORT BEACH
BUILDABLE AREA:
CONDITIONED FLOOR AREA
TOTAL CONDITIONED FLOOR AREA:
UNCONDITIONED AREA
GARAGE:
COVERED PATIO:
REQUIRED OPEN VOLUME AREA (BUILDABLE X15%):
PROVIDED OPEN VOLUME AREA:
SECOND FLOOR CONDITIONED:
SECOND FLOOR BALCONY:
5600 SQ. FT.
4046 SQ. FT.
8092 SQ. FT.
888 SQ. FT.
190 SQ. FT.
606.90 SQ. FT.
3487 SQ. FT.
551 SQ. FT.
658 SQ. FT.
PROPOSED FLOOR AREA
GARAGE:658 SQ. FT.
TOTAL FLOOR AREA:1209 SQ. FT.
SECOND FLOOR COVERED DECK:73 SQ. FT.
551 SQ. FT.
EXTERIOR STAIRS 76 SQ. FT.
SECOND FLOOR CONDITIONED:551 SQ. FT.
EXISTING DOCK TO BE REPAIRED 462 SQ. FT.
TITLE SHEET
A0.0
944 VIA LIDO NORD
944 VIA LIDO NORD
NEWPORT BEACH, CALIFORNIA 92663
DRAWING INDEX:
ABBREVIATIONS
SCOPE OF WORK DESCRIPTION:
PROJECT DIRECTORY:
OWNER:THE 944 VIA LIDO NORD TRUST
PROJECT ADDRESS:944 VIA LIDO NORD
NEWPORT BEACH, CA 92663
ZONE:R-1
FLOOD ZONE: AE/X
LEGAL DESCRIPTION:
LOT # :324
TRACT # :907
APN # :423-281-10
LOT AREA :5,600 SQ. FT.
OCCUPANCY:R-3
TYPE OF CONSTRUCTION:TYPE V-B SPRINKLERED (NFPA 13D)
ALL ROOFS TO BE CLASS "A" PER ESR-3267, ESR 1647
AND/OR UES ER_0412
NO. STORIES:2
NO. UNITS: 1
PROJECT DATA:
DEFERRED SUBMITTALS:
SQUARE FOOTAGE TABULATIONS
VICINITY MAP:
THE 944 VIA LIDO NORD TRUST
944 VIA LIDO NORD
NEWPORT BEACH CA. 92663
1.AN OPERATION AND MAINTENANCE MANUAL TO THE BUILDING SHALL BE AVAILABLE AT THE
TIME OF FINAL INSPECTION AND PROVIDED TO THE OWNER OR OCCUPANT (4.410.1)
2.ANY INSTALLED GAS FIREPLACE SHALL BE A DIRECT-VENT SEALED-COMBUSTION TYPE. ANY
WOOD STOVES OR PELLET STOVES SHALL COMPLY WITH US EPA NEW SOURCE
PERFORMANCE STANDARDS (NSPS) EMISSION LIMITS WHERE APPLICABLE (4.503.1)
3.DUCT OPENINGS AND OTHER RELATED AIR DISTRIBUTION COMPONENT OPENINGS SHALL BE
COVERED DURING CONSTRUCTION (4.504.1)
4.WHERE RESILIENT FLOORING IS INSTALLED, AT LEAST 80% OF FLOOR AREA SHALL COMPLY
WITH ONE OR MORE OF THE FOLLOWING (4.504.4):
a.CHPS LOW-EMITTING MATERIAL IN THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS
(CHPS) HIGH PERFORMANCE PRODUCTS BASE
b.CERTIFIED UNDER UL GREENGUARD GOLD
c.CERTIFICATION UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE
PROGRAM
d.MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH, "STANDARD METHOD FOR THE
TESTING AND EVALUATION OF VOLITILE ORGANIC CHEMICAL EMISSIONS FROM INDOOR
SOURCES USING ENVIRONMENTAL CHAMBERS.
5.HARDWOOD PLYWOOD, PARTICLEBOARD, AND MEDIUM DENSITY FIBER COMPOSITE WOOD
PRODUCTS USED ON INTERIOR OR EXTERIOR OF THE BUILDING, SHALL MEET THE
REQUIREMENTS FOR FORMALDEHYDE AS SPECIFIED IN ARB'S AIR TOXIC MEASURE FOR
COMPOSITE WOOD (4.504.5)
6.MOISTURE CONTENT OF BUILDING MATERIALS USED IN WALLS AND FLOOR FRAMINGS SHALL
BE CHECKED AND VERIFIED TO BE LESS THAN 19% BEFORE ENCLOSURE. (4.505.3)
7.EACH BATHROOM SHALL BE MECHANICALLY VENTILATED AND SHALL COMPLY WITH THE
FOLLOWING: (4.506.1)
a.FANS SHALL BE ENERGY STAR COMPLIANT AND SHALL BE DUCTED TO TERMINATE OUTSIDE
THE BUILDING.
b.FANS MUST BE CONTROLLED BY A HUMIDITY CONTROL.
8.USE THE FOLLOWING METHODS TO SIZE DUCT SYSTEMS AND SELECT EQUIPMENT: (4.507.2).
a.ESTABLISH HEAT LOSS AND HEAT GAIN VALUES ACCORDING TO ANSI/ACCA 2 MANUAL J-2011
OR EQUIVALENT.
b.SIZE DUCT SYSTEMS ACCORDING TO ANSI/ACCA 1 MANUAL D-2014 OR EQUIVALENT.
c.SELECT HEATING AND COOLING EQUIPMENT ACCORDING TO ANSI/ACCA 3 MANUAL S-2014
(MANUAL S) OR EQUIVALENT.
9.HVAC SYSTEM INSTALLERS SHALL BE TRAINED AND CERTIFIED IN THE PROPER INSTALLATION
OF HVAC SYSTEMS. (702.1)
10.SPECIAL INSPECTORS SHALL BE QUALIFIED AND ABLE TO DEMONSTRATE COMPETENCE IN
THE DISCIPLINE THEY ARE INSPECTING. (702.2)
11.CONSTRUCTION DOCUMENTS, PLANS, SPECIFICATIONS OF BUILDER OR INSTALLER
CERTIFICATION, INSPECTION REPORTS, OR OTHER METHODS ACCEPTABLE TO THE BUILDING
BUREAU ARE REQUIRED TO BE SUBMITTED TO CITY INSPECTORS FOR VERIFICATION AND
COMPLIANCE AT THE TIME OF FINAL INSPECTION. (703.1)
12.CONTRACTORS SHALL COMPLETE THE FOLLOWING DOCUMENTS AND PROVIDE THEM TO THE
CITY INSPECTOR AT THE TIME OF FINAL INSPECTION.
a.INSTALLATION CERTIFICATES FOR VOC CONTENT VERIFICATION CHECKLIST FORM GRN-02
AND FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST FORM GRN-03.
b.PRODUCTION INFORMATION SHEETS AND DECLARATION STATEMENTS FOR ADHESIVE,
SEALANTS, AND CAULKS; PAINTS AND COATINGS; FINISH FLOORING MATERIALS; AND
COMPOSITE WOOD PRODUCTS.
CALIFORNIA GREEN CODE NOTES
REFER TO SHEETS GN.4/CG AND GN.6/EC/CG FOR ADDITIONAL NOTES AND FORMS
BUILDING DEPT. NOTES
“AS THE ARCHITECT/ENGINEER OF RECORD, I HAVE SELECTED APPROPRIATE BMPS
TO EFFECTIVELY MINIMIZE THE NEGATIVE IMPACTS OF THIS PROJECT’S
CONSTRUCTION ACTIVITIES ON STORM WATER QUALITY. THE PROJECT OWNER AND
CONTRACTOR ARE AWARE THAT THE SELECTED BMPS MUST BE INSTALLED,
MONITORED, AND MAINTAINED TO ENSURE THEIR EFFECTIVENESS.THE BMPS NOT
SELECTED FOR IMPLEMENTATION ARE REDUNDANT OR DEEMED NOT APPLICABLE TO
THE PROPOSED CONSTRUCTION ACTIVITIES.”
_________ ____ 10/31/2022
NAME TITLE DATE
I CERTIFY THAT THE PROPOSED WORK WILL NOT DESTROY OR UNREASONABLY
INTERFERE WITH ANY ACCESS OR UTILITY EASEMENT BELONGING TO OTHERS AND
LOCATED ON MY PROPERTY, BUT IN THE EVENT SUCH WORK DOES DESTROY OR
UNREASONABLY INTERFERE WITH SUCH EASEMENT, A SUBSTITUTE EASEMENT(S)
SATISFACTORY TO THE HOLDER(S) OF THE EASEMENT WILL BE PROVIDED.
AGENT 02/06/2019
NAME TITLE DATE
SIGNATURE
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
0
.
0
T
I
T
L
E
S
H
E
E
T
.
d
w
g
A0.0 TITLE SHEET
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
0
.
0
T
I
T
L
E
S
H
E
E
T
.
d
w
g
A0.0 TITLE SHEET
CHANGE
ABV.
A/C
ADJ.
ALT
AMP.
BD.
CAB.
CLG.
CLR.
CONC.
CPT.
C.T.
DBL.
DIA.
DIM.
DISP.
DP.
DR.
D.S.
DTL.
D.W.
D.G.
EA.
ELEV.
EQ.
EXH.
EXT.
FAU
F.G./FX.
F.G.
F.F
FLUOR.
F.M.C.
FR. DR.
FTG.
FLR.
GA.
G.D.
G.F.I.
G.I.
GL.
GYP. BD.
H.C.
HDR.
HGT.
INSUL.
INT.
LAM.
LAV.
LUM.
M.C.
MFR.
MIN.
MTD.
MTL.
N.I.C.
N.T.S.
O/
O.C.
O.S.A.
RM.
R.O.
S.C.
S.H.
SHT.
SHTHG.
SHWR.
SIM.
SL.
SL. GL.
S & P
STD.
S.V.
S.D.
TEMP.
THK.
TYP.
U.N.O.
V.P.
W.
W/
WD.
WDW.
W/H
W.I.
W.P.
ABOVE
AIR CONDITIONING
ADJUSTABLE
ALTERNATE
AMPERAGE
BOARD
CENTER LINE
CABINET
CEILING
CLEAR
CONCRETE
CARPET
CERAMIC TILE
DRYER
DOUBLE
DIAMETER
DIMENSION
DISPOSAL
DEEP
DOOR
DOWNSPOUT
DETAIL
DISHWASHER
DUAL GLAZED
EACH
ELEVATION
EQUAL
EXHAUST
EXTERIOR
FORCED AIR UNIT
FIXED GLASS
FINISHED GRADE
FINISHED FLOOR
FLUORESCENT
FLOOR MATERIAL
FRENCH DOOR
FOOTING
FLOOR
GAUGE
GARBAGE DISPOSAL
GROUND-FAULT CIRCUIT
INTERRUPTER
GALVANIZED IRON
GLASS
GYPSUM BOARD
HOLLOW CORE
HEADER
HEIGHT
INSULATION
INTERIOR
LAMINATED
LAVATORY
LUMINOUS
MEDICINE CABINET
MANUFACTURER
MINIMUM
MOUNTED
METAL
NOT IN CONTRACT
NOT TO SCALE
OVER
ON CENTER
OUTSIDE AIR
ROOM
ROUGH OPENING
SOLID CORE
SINGLE HUNG
SHEET
SHEATHING
SHOWER
SIMILAR
SLIDING
SLIDING GLASS
SHELF AND POLE
STANDARD
SHEET VINYL
SMOKE DETECTOR
TEMPERED GLASS
THICK
TYPICAL
UNLESS NOTED
VAPOR PROOF
WASHER
WITH
WOOD
WINDOW
WATER HEATER
WROUGHT IRON
WEATHER PROOF
CODE ABBREVIATIONS
C.B.C.
C.F.C.
C.M.C.
C.P.C.
C.E.C.
C.G.B.S.
CALIFORNIA BUILDING CODE
CALIFORNIA FIRE CODE
CALIFORNIA MECHANICAL CODE
CALIFORNIA PLUMBING CODE
CALIFORNIA ELECTRICAL CODE
CALIFORNIA GREEN BUILDING STANDARD
FINISHFIN.
TOP OF CURBT.O.C.
T.O.P.TOP OF PLATE
TOP OF SLABT.O.S.
CL
P.B.
PH.
PLT.
PLYWD.
PR.
P.T.D.F.
R.
RAD.
R.A.G.
REF.
REF.
REV.
PUSH BUTTON
PHONE
PLATE
PLYWOOD
PAIR
PRESSURE TREATED
DOUGLAS FIR
RISER
RADIUS
RETURN AIR GRILL
REFRIDGERATOR
REFERENCE
REVERSE
RE/S RE-SAWN
PROPERTY LINEPL
OTHERWISE
I.C.B.O.INTERNATIONAL CONFERENCE
OF BUILDING OFFICIALS
C.E.E.C.CALIFORNIA ENERGY EFFICIENCY CODE
I.C.C.INTERNATIONAL CODE COUNCIL
BUILDING CODE DATA LEGEND:
BUILDINGS SHALL COMPLY WITH LOCAL AND STATE CODE REGULATIONS
PER CITY ORDINANCE OF NEWPORT BEACH, CALIFORNIA:
2019 CALIFORNIA RESIDENTIAL BUILDING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA ENERGY CODE.
2019 CALIFORNIA GREEN BUILDING CODE
TITLE 15 OF THE NEWPORT BEACH MUNICIPAL CODE
CEILINGS (BELOW ATTIC)
CATHEDRAL CEILINGS
EXTERIOR 2X6 WALLS
R-30
R-30
INSULATION SCHEDULE
DUCT R-6
GLAZING DUAL PANE
R-19
FIRE SPRINKLERS - A FIRE SPRINKLER PLAN SHALL BE
INSTALLED PER NFPA 13D 2016
(INCLUDING HYDRAULIC CALCULATIONS)
SOUND ATTENUATION DESIGN FOR HVAC EQUIPMENT
SOLAR PANELS
*DEFERRED SUBMITTALS TO BE REVIEWED BY THE PROJECT
ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED PRIOR
TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE CITY.
NEW CONSTRUCTION OF 2-STORY SINGLE RESIDENCE
AND 2-CAR GARAGE. REPAIR EXISTING DOCK.
ACKNOWLEDGEMENTS
PROJECT DESCRIPTION:
“ISSUANCE OF A BUILDING PERMIT BY THE CITY OF NEWPORT BEACH
DOES NOT RELIEVE APPLICANTS OF THE LEGAL REQUIREMENTS TO OBSERVE
COVENANTS, CONDITIONS AND RESTRICTIONS WHICH MAY BE RECORDED AGAINST THE
PROPERTY OR TO OBTAIN PLANS. YOU SHOULD CONTACT YOUR COMMUNITY
ASSOCIATIONS PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION AUTHORIZED BY
THIS PERMIT.”
PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY AN
ENCROACHMENT PERMIT MUST BE OBTAINED FROM THE PUBLIC WORKS DEPARTMENT
A CAL-OSHA PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’ AND FOR SHORING
AND UNDERPINNING.
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT ARCHITECT OR ENGINEER OF
RECORD AND CERTIFIED PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL BY THE
CITY.
OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR ROOF SHEATHING INSPECTION.
A CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED AT THE
FOLLOWING TWO POINTS IN THE CONSTRUCTION PROCESS:
A.WHEN CONCRETE SLAB IS POURED.
B.AFTER ROOF FRAMING BUT PRIOR TO THE INSTALLATION OF THE ROOF
MATERIAL.
MEASURE FROM AVERAGE CURB HEIGHT.
AN APPROVED ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK
ACTIVITIES IN THE PUBLIC RIGHT-OF-WAY.
A PUBLIC WORKS DEPARTMENT ENCROACHMENT PERMIT INSPECTION IS
REQUIRED BEFORE THE BUILDING DEPARTMENT PERMIT FINAL CAN BE ISSUED.
AT THE TIME OF PUBLIC WORKS DEPARTMENT INSPECTION, IF ANY OF THE
EXISTING PUBLIC IMPROVEMENTS SURROUNDING THE SITE IS DAMAGED, NEW
CONCRETE SIDEWALK, CURB AND GUTTER, AND ALLEY/STREET PAVEMENT
WILL BE REQUIRED. ADDITIONALLY, IF EXISTING UTILITIES INFRASTRUCTURE
ARE DEEMED SUBSTANDARD, A NEW 1-INCH WATER SERVICE, WATER METER
BOX, SEWER LATERAL AND/OR CLEANOUT WITH BOX AND LID WILL BE
REQUIRED. 100% OF THE COST SHALL BE BORNE BY THE PROPERTY OWNER
(MUNICIPAL CODES 14.24.020 AND 14.08.030). SAID DETERMINATION AND THE
EXTENT OF THE REPAIR WORK SHALL BE MADE AT THE DISCRETION OF THE
PUBLIC WORKS INSPECTOR.
AN ENCROACHMENT AGREEMENT IS REQUIRED FOR ALL NON-STANDARD
IMPROVEMENTS WITHIN THE PUBLIC RIGHT OF WAY AND PUBLIC UTILITIES
EASEMENT. ALL NON-STANDARD IMPROVEMENTS SHALL COMPLY WITH CITY
COUNCIL POLICY L-6.
POOLS, SPAS, WALLS, FENCES, PATIO COVERS AND OTHER FREESTANDING STRUCTURES
REQUIRE SEPARATE REVIEWS AND
PERMITS.
FENCES, HEDGES, WALLS, RETAINING WALLS, GUARDRAILS AND HANDRAILS OR ANY
COMBINATION THEREOF SHALL NOT EXCEED 42 INCHES FROM EXISTING GRADE PRIOR TO
CONSTRUCTION WITHIN THE REQUIRED FRONT SETBACK AREA(S).
A SEPARATE PERMIT AND REVIEW IS REQUIRED FOR OUTDOOR HVAC
EQUIPMENT.
SURVEYOR OR ENGINEER SHALL PERMANENTLY MONUMENT PROPERTY CORNERS OR
OFFSETS BEFORE STARTING GRADING
OWNER:
THE 944 VIA LIDO NORD TRUST
18101 VON KARMAN AVE. STE. 750
IRVINE CA 92612
PH: 949.53.5334
CONTACT: KELLY ROHFELD
DESIGNER / CONTRACTOR:
W.T. DURANT, INC.
2259 ORANGE AVENUE
SIGNAL HILL, CA 90755
PH: 562.424.8816
FX: 562.424.8440
CONTACT: BILL DURANT
44 SHEETS
SOILS ENGINEER:
W/O 586619-01_JAN 07, 2020
COAST GEOTECHNICAL, INC.
1200 W. COMMONWEALTH AVENUE
FULLERTON, CA 92833
PH: 714. 870.1211
CONTACT: DAN HERC
CIVIL ENGINEER/ GRADING & DRAINAGE
CRF ENGINEERING
6782 STANTON AVENUE, STE. A
BUENA PARK, CA 90621
PH:714.522.2266
F:714.752.5384
CONTACT: CESAR RAMIREZ
STRUCTURAL ENGINEER:
EJD ENGINEERING
14726 RAMONA AVE. (410-WI)
CHINO, CA 91710
PH: 909.517.2451
CONTACT: ERNEST DE LEON
DEPARTMENT STAMP APPROVALS
ARCHITECTURAL
A0.0 COVER / INDEX SHEET
GN.1 GENERAL NOTES
GN.2 GENERAL NOTES
GN.3 GENERAL NOTES
GN.4 GENERAL NOTES/CAL GREEN
GN.5 BEST MANAGEMENT PRACTICES
GN.6 CALGREENCOMPLIANCE
GN.7 CONDITIONS OF APPROVAL RESLOUTION
GN.8 FIRE/OCCUPANCY SEPARATION
A1.0 SITE SURVEY
A1.1 PROPOSED SITE PLAN
A2.1 FIRST FLOOR PLAN
A2.2 SECOND FLOOR PLAN
A2.3 ROOF PLAN
A3.1 EXTERIOR ELEVATIONS
A3.2 EXTERIOR ELEVATION
A5.1 FIRST FLOOR ELECTRICAL LAYOUT
A5.2 SECOND FLOOR ELECTRICAL LAYOUT
A6.1 DOOR AND WINDOW SCHEDULE
AD1 TYPICAL/MISC DETAILS
AD2 DOOR AND WINDOW DETAILS
AD3 ROOF DETAILS
STRUCTURAL
S1 STRUCTURAL GENERAL NOTES
S1.1 STRUCTURAL OBSERVATIONS
S2 FOUNDATION PLAN
S3 FIRST FLOOR SHEARWALL AND HEADER FRAMING
PLAN
S4 FIRST FLOOR PLATE HEIGHT FRAMING
S5 SECOND FLOOR SHEARWALL & HEADER FRAMING
PLAN
S6 ROOF FRAMING PLAN
SD1 TYPICAL DETAILS
SD2 FOUNDATION DETAILS
SD3 WALL FRAMING DETAILS
SD4 FLOOR FRAMING DETAILS
SD5 ROOF FRAMING DETAILS
SD6 MOMENT CONNECTION DETAILS
WSW2 WOOD STRONG WALL DETAILS
GRADING
C1 GENERAL GRADING NOTES
C2 TOPOGRAPHIC SURVEY MAP
C3 PRECISE GRADING & DRAINAGE PLAN
C4 EROSION CONTROL PLAN
C5 WATER & SEWER PLAN
C6 GRADING & DRAINAGE DETAILS
C9 WQMP SITE PLAN
INTERIOR FLOOR R-19
AVERAGE CURB HEIGHT IS 12.55'. A CERTIFIED BUILDING HEIGHT
CERTIFICATION MUST BE SUBMITTED IMMEDIATELY AFTER THE ROOF
MATERIAL HAS BEEN INSTALLED. THE MEASUREMENT MUST COME FROM
THE AVERAGE CURB HEIGHT OF 12.55' AND THE MAXIMUM HEIGHT CANNOT
EXCEED 36.55' (24'-0”).
GENERAL NOTES
GN.1
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
GENERAL NOTES
GN.2
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
GENERAL NOTES
GN.3
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
–
–
–
’
’
“
”
’
“
”
’
”
½
’
≤
–
–
–
’
–
“”
–
MANDATORY REQS.
CG
GN.4
GENERAL NOTES
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
Best Management Practices
Eff: 01-07-2013
Rev: 04-04-2017
Long Beach has two drainage systems – the sewers and the storm drains. The storm drain system was
designed to prevent flooding by carrying excess rainwater away from city streets out to the ocean.
Because the system contains no filters, it now serves the unintended function of carrying urban pollution
straight to the ocean. This Information Bulletin will describe how to prevent ocean pollution from
“stormwater” or “urban runoff” for residential projects.
Best management practices, such as handling, storing and disposing of materials properly prevents
construction site pollutants from entering the storm drains.
GENERAL BUSINESS PRACTICES
CD4(2) WATER CONSERVATION PRACTICE
Purpose: To reduce the discharge of pollutants from construction sites by using construction water that
does not cause erosion or wash materials off-site.
Standards:
Discourage washing of equipment on site.
Avoid using water to clean construction areas. Sweep paved areas where practical.
Direct construction water run-off to areas where it can soak into the ground.
Apply water for dust control moderately so run-off does not occur.
CA1O MATERIAL DELIVERY AND STORAGE
Purpose: To reduce the discharge of pollutants during the delivery and storage process by minimizing
the contact of materials with run-off.
Standards:
Designate storage areas at the project site.
Prevent spills or leakage of liquid materials from contaminating soil or soaking into the ground by
placing storage areas on impervious surfaces. Do not store hazardous chemicals, drums, or
bagged materials directly on the ground.
Provide curbs or dikes around the perimeter of material storage areas.
Store materials indoors when available.
Minimize hazardous material storage on-site.
Keep hazardous materials in their original containers and keep them well labeled.
Keep ample supply of appropriate spill clean-up material near storage areas.
Contain and clean up any spill immediately.
Information Bulletin BU-038 Construction Activities / Best Management Practices
CA11 MATERIAL USE
Purpose: To reduce the discharge of pollutants by properly storing and utilizing materials.
Standards:
Use materials only where and when needed to complete the construction activity.
Follow manufacturers instructions regarding the preparation, use, and disposal of materials.
Avoid exposing applied materials to rainfall and run-off unless sufficient time has allowed for them
to dry.
CA12 SPILL PREVENTION AND CONTROL
Purpose: To reduce the discharge of pollutants from spills by preventing, containing and clean-up spills.
Standards:
Hold regular meetings to discuss and reinforce appropriate disposal procedures.
Use absorbent materials on small spills rather then hosing down or burying the spill.
For significant or hazardous spills that cannot be controlled by personnel in the immediate vicinity,
notify local emergency response by calling 911.
CA2O SOLID WASTE MANAGEMENT
Purpose: To reduce the discharge of pollutants as a result of the creation, stockpiling and removal of
litter and other construction waste.
Standards:
Collect site trash regularly, daily during rainy and windy conditions.
Keep solid materials shielded by using either a covered dumpster or other enclosed trash
container that limits contact with rain, run-off, and/or scattering due to winds.
Make sure that toxic wastes and chemicals are not disposed of in dumpsters designed for
construction debris.
CA21 HAZARDOUS WASTE MANAGEMENT
Purpose: To reduce the discharge of pollutants by the proper storage and disposal of waste.
Standards:
Sites with existing structures may contain waste which must be disposed of in accordance with
federal, state, and local regulations which include sandblasting grit mixed with lead, cadmium, or
chromium based paints and asbestos.
Major contamination, large spills, and other serious hazardous waste incidents require immediate
response from specialists.
Keep liquid or semi-liquid hazardous waste in appropriate containers and under cover.
Clearly mark on all hazardous waste containers which materials are acceptable for the container.
Place hazardous waste containers in secondary containment.
Make sure that toxic wastes and chemicals are not disposed of in dumpsters designed for
construction debris.
Information Bulletin BU-038 Construction Activities / Best Management Practices
CA23 CONCRETE WASTE MANAGEMENT
Purpose: To reduce the discharge of Portland cement, concrete slurries and asphalt by implementing
appropriate wash-out procedures, slurry containment, housekeeping and disposal practices.
Standards:
Do not allow slurry residue from wet coring or saw-cutting to enter storm drains.
Shovel or vacuum slurry residue and dispose in a temporary pit.
Designate areas to be used for washout of vehicles transporting concrete.
Washout areas shall have a temporary pit or berm area of sufficient volume to completely contain
all liquid and waste concrete.
Once the concrete wastes are washed into the designated areas and allowed to harden, the
concrete can be properly disposed.
CA3O VEHICLE AND EQUIPMENT CLEANING
Purpose: To reduce the discharge of pollutants by cleaning equipment and related activities offsite when
practical.
Standards:
Clean all vehicles and equipment that regularly enter and leave the construction site.
Design wash area with a sump to allow collection and disposal of wash water.
Do not use solvents or steam to clean vehicles or equipment on site.
CA31 VEHICLE AND EQUIPMENT FUELING
Purpose: To reduce the discharge of pollutants as a result of vehicle and equipment fueling by preventing
leaks and spillage.
Standards:
Locate fueling areas on a paved surface where practical.
Protect fueling areas with berms and/or dikes to prevent run-on, run-off, and to contain spills.
Absorbent materials shall be used on small spills instead of hosing down or burying.
Keep an ample supply of spill cleanup material on the site.
CA32 VEHICLE AND EQUIPMENT MAINTENANCE
Purpose: To reduce the discharge of pollutants as a result of vehicle and equipment maintenance by
conducting these activities off-site or in a designated area.
Standards:
Locate on paved surfaces where practical.
Use berms to protect maintenance areas from run-on.
Do not dump fuels and lubricants onto the ground.
Do not place used oil in a dumpster or pour into a storm drain.
EROSION CONTROL MEASURES AND BEST MANAGEMENT PRACTICES
1. ALL AREAS OF SITE DISTURBANCE SHALL BE IDENTIFIED BY THE INSTALLATION OF PERFORATED PLASTIC
FENCING WITH A BRIGHT CONTRASTING COLOR SO THE AREAS OF DISTURBANCE ARE CLEARLY
IDENTIFIED THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. THE FENCE SHALL BE MAINTAINED
THROUGHOUT THE CONSTRUCTION PERIOD
2. FIBER ROLL BARRIERS SHALL CONSIST OF MILLED WOOD OR OTHER NATURAL FIBERS SEWN INTO A
CIRCULAR WEAVE FABRIC. FIBER ROLLS SHALL BE INSTALLED ON THE CONTOUR LINE PERPENDICULAR
TO THE SLOPE DIRECTION AND KEYED INTO A CONCAVE TRENCH OF AT LEAST THREE INCHES OF DEPTH.
ROLLS SHALL BE STAKED ON BOTH SIDES EVERY 12" STAGGERED. WHEN TWO ROLLS ABUT THE ENDS
SHALL CREATE A TIGHT JOINT TO PREVENT SEDIMENT FROM ESCAPING.
3. ENTIRE AREAS BELOW DECKS SHALL BE COVERED WITH 6" DEEP 3/4" CLEAN DRAINROCK
4. PROPER INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES SHALL BE PRACTICED
THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD
5. UNUSED CONSTRUCTION MATERIALS, DEBRIS AND EXCAVATION/GRADING MATERIALS SHALL BE CLEANED
AND REMOVED FROM SITE.
6. STORAGE OF ALL CONSTRUCTION MATERIALS AND PARKING SHALL BE RESTRICTED TO AREAS THAT ARE
CAPABLE OF ELIMINATING DEBRIS FROM BEING CARRIED OFF SITE BY BOTH PEDESTRIAN AND VEHICULAR
TRAFFIC.
7. DRIVEWAYS AND CONSTRUCTION ACCESS SHALL HAVE TRACK OFF CONTROL. PRIOR TO WINTER
CONSTRUCTION (1ST OF MAY - 15TH OF OCTOBER, ALL CONSTRUCTION ACCESS POINTS SHALL BE
COVERED WITH GRAVEL OR CRUSHED ROCK. FIBER ROLLS SHALL BE PLACED ALONG FULL ACCESS
WIDTH AND RETURNED 3 FEET UPSLOPE DURING ALL CONSTRUCTION ACTIVITIES. FIBER ROLLS MAY BE
MOVED DURING ACCESS ONLY AND REPOSITIONED IMMEDIATELY. FIBER ROLLS SHALL BE REPLACED IF
THE ROLL DETERIORATES DUE TO CONTINUED REPOSITIONING OR DAMAGE DUE TO ANY CONSTRUCTION
ACTIVITIES
8.IF CONSTRUCTION ACTIVITY WILL OCCUR BETWEEN 15TH OF OCTOBER AND THE 1ST OF MAY, DRIVEWAYS
SHALL BE PAVED IF THE SLOPE OF THE DRIVEWAY EXCEEDS 10% OR IF THE DRIVEWAY WILL BE USED FOR
THE STORAGE OF MATERIALS OR VEHICULAR ACCESS.
9. ALL AREAS OF SITE DISTURBANCE SHALL BE COVERED WITH 2" SHREDDED REDWOOD MULCH OR
HYRDOSEEDED FOR WINTERIZATION AS WELL AS AREAS THAT ARE NOT LANDSCAPED AT FINAL GRADING.
10. ALL DIRT STOCKPILES AND AREAS SHALL BE COVERED WITH VISQUEEN AND STAKED/WEIGHTED TO
PREVENT MOVEMENT OF BARRIER DUE TO WIND.
11. ALL DISTURBED AREAS THAT ARE SLOPED UP TO A 3:1 SLOPE SHALL BE COVERED WITH HYRODSEED AND
OR WOODCHIP MULCH. SLOPES EXCEEDING 3:1 SHALL BE FIRST COVERED WITH A BIODEGRADABLE
GEOTEXTILE FABRIC INSTALLED PER THE MANUFACTURER'S SPECIFICATIONS AND HYDROSEEDED.
12. FILTER FENCE REQUIREMENTS
A. SILT FENCE SHALL BE CONSTRUCTED BEFORE UPSLOPE LAND DISTURBANCE BEGINS.
B. ALL SILT FENCES SHALL BE PLACED AS CLOSE TO THE CONTOUR AS POSSIBLE SO THAT WATER WILL NOT
CONCENTRATE AT LOW POINTS IN THE FENCE AND SO THAT SMALL SWALES OR DEPRESSIONS WHICH
MAY CARRY SMALL CONCENTRATED FLOWS TO THE SILT FENCE ARE DISSIPATED ALONG ITS LENGTH.
C. TO PREVENT WATER PONDED BY THE SILT FENCE FROM FLOWING AROUND THE ENDS, EACH END SHALL
BE CONSTRUCTED UPSLOPE SO THAT THE ENDS ARE AT A HIGHER ELEVATION.
D. WHERE POSSIBLE, SILT FENCE SHALL BE PLACED ON THE FLATTEST AREA AVAILABLE.
E. WHERE POSSIBLE, VEGETATION SHALL BE PRESERVED FOR 5 FT. (OR AS MUCH AS POSSIBLE) UPSLOPE
FROM THE SILT FENCE. IF VEGETATION IS REMOVED, IT SHALL BE REESTABLISHED WITHIN 7 DAYS FROM
THE INSTALLATION OF THE SILT FENCE.
F. THE HEIGHT OF THE SILT FENCE SHALL BE A MINIMUM OF 16 IN. ABOVE THE ORIGINAL GROUND SURFACE.
G. THE SILT FENCE SHALL BE PLACED IN A TRENCH CUT A MINIMUM OF 6 IN. DEEP. THE TRENCH SHALL BE
CUT WITH A TRENCHER, CABLE LAYING MACHINE, OR OTHER SUITABLE DEVICE WHICH WILL ENSURE
ADEQUATE UNIFORM TRENCH DEPTH.
H. THE SILT FENCE SHALL BE PLACED WITH THE METAL STAKES ON THE DOWNSLOPE SIDE OF THE
GEOTEXTILE AND SO THAT THE 8 IN. OF CLOTH ARE BELOW THE GROUND SURFACE. EXCESS MATERIAL
SHALL LIE ON THE BOTTOM OF THE 6-IN. DEEP TRENCH. THE TRENCH SHALL BE BACKFILLED AND
COMPACTED.
I. SEAMS BETWEEN SECTIONS OF SILT FENCE SHALL BE OVERLAPPED WITH THE END STAKES OF EACH
SECTION WRAPPED TOGETHER BEFORE DRIVING INTO THE GROUND.
J. MAINTENANCE - SILT FENCE SHALL ALLOW RUNOFF TO PASS ONLY AS DIFFUSE FLOW THROUGH THE
GEOTEXTILE. IF RUNOFF OVERTOPS THE SILT FENCE, FLOWS UNDER OR AROUND THE ENDS, OR IN ANY
OTHER WAY BECOMES A CONCENTRATED FLOW, ONE OF THE FOLLOWING SHALL BE PERFORMED, AS
APPROPRIATE: 1) THE LAYOUT OF THE SILT FENCE SHALL BE CHANGED, 2) ACCUMULATED SEDIMENT
SHALL BE REMOVED, OR 3) OTHER PRACTICES SHALL BE INSTALLED.
13. CRITERIA FOR SILT FENCE MATERIALS
A. FENCE STAKES - THE LENGTH SHALL BE A MINIMUM OF 32 IN. LONG. STAKES SHALL BE HEAVY GUAGE
GALVANIZED METAL. THE MAXIMUM SPACING BETWEEN POSTS SHALL BE 10 FT.
B. SILT FENCE FABRIC SHALL HAVE A WIRE BACKING AND MEET THE FOLLOWING CRITERIA (SEE CHART
BELOW)
FABRIC PROPERTIES
GRAB TENSILE STRENGTH
MULLEN BURST STRENGTH
SLURRY FLOW RATE
EQUIVALENT OPENING SIZE
ULTRAVIOLET RADIATION STAB.
14. INFILTRATION TRENCH INSTALLATION
A. INFILTRATION TRENCHES SHALL BE INSTALLED LEVEL WHERE POSSIBLE. ON SLOPES, THE TRENCH SIZE
MAY BE REDUCED TO 18" WIDE BY 8" DEEP AND FUNCTION SOLELY AS CONVEYANCE STRUCTURES. AT
THE LOW POINT OF THE CONVEYANCE TRENCH A DRYWELL MUST BE INSTALLED SIZED TO THE SAME
VOLUME AS NOTED FOR THE TRENCH. AN ALTERNATE METHOD IS TO PROVIDE STEPPED TRENCHES WITH
STONE BAFFLES THAT ALLOW FOR LEVEL DISTRIBUTION OF THE RUNOFF INTO THE TRENCH.
B. INFILTRATION TRENCHES LOCATED INSIDE THE DRIPLINES OF TREES SHALL BE EXCAVATED BY HIND TO
HELP ELIMINATE THE POTENTIAL DAMAGE TO THE TREES ROOT BALL. SHOULD TAP ROOTS BE
ENCOUNTERED, SPAN THE TRENCH AROUND THE TAP ROUTE WITHOUT DAMAGING THE TAP ROOT.
C. INFILTRATION TRENCHES AND DRYWELLS SHALL BE LINED WITH LARGER STONES AT THE PERIMETER.
PLACE GEOTEXTILE FILTER FABRIC OVER LARGER STONES AND THEN FILL 3/4" DRY CLEAN GRAVEL OVER
THE FILTER FABRIC FLUSH TO GRADE
D. INFILTRATION TRENCHES ALONG DRIVEWAYS SHALL BE INSTALLED IN A SIMILAR FASHION TO DRIP LINE
TRENCHES. THEY MUST BE INSTALLED AS CLOSE TO LEVEL AS POSSIBLE. WHERE THE DRIVEWAY IS
SLOPED, THE TRENCH WILL ACT AS A CONVEYANCE SYSTEM TO A LARGER DRYWELL AT THE BASE.
SLOTTED STEEL DRAINS MAY BE INSTALLED IN STEEP DRIVEWAYS IN LIEU OF THE CONVEYANCE TRENCH.
IN THIS CASE THE DRIVEWAY MUST NOT HAVE CROSS SLOPE IN ORDER TO ALLOW ALL THE RUNOFF TO
ENTER THE DRAIN. THE DRAIN WOULD THEN DISCHARGE INTO A DRYWELL SIZED FOR THE VOLUME OF
THE INFILTRATION TRENCH.
15. THE GOAL DURING CONSTRUCTION IS TO MINIMIZE OR COMPLETELY ELIMINATE THE POTENTIAL FOR
EROSION AND SEDIMENTATION UNTIL THE FINAL BMP'S ARE INSTALLED AND FULLY FUNCTIONING. IT IS
THE CONTRACTOR'S RESPONSIBILITY TO INSTALL, MAINTAIN AND MAKE EFFECTIVE ALL BMP MEASURES
TO MAINTAIN THIS GOAL WITH ALL TEMPORARY AND PERMANENT BMP'S. PERMANENT BMP'S ARE SIZED
FOR A 20 YEAR/1 HOUR STORM AND IF INSTALLED PROPERLY CAN HELP PREVENT THE DISCHARGE OF
DEGRADED RUN-OFF WATER FROM CONSTRUCTION SITES AND COMPLETED PROJECTS. WHILE
EXTENSIVE MEASURES ARE IDENTIFIED ON THESE PLANS, THE CONTRACTOR MUST VERIFY THAT THE
INSTALLATION MEETS THE VARIOUS UNANTICIPATED VARIABLES THAT ARE COMMONLY ENCOUNTERED
DURING THE CONSTRUCTION PROCESS.
VALUES
90 LB. MIN.
180 PSI MIN.
03 GAL/MIN/FT MAX.
40-80
90% MIN.
TEST METHOD
ASTM D1682
ASTM D 3786
US STD. SIEVE CW-02215
ASTM - G - 26
A1.4
8 Not Used
NTS A1.4
5 Swale
NTS
A1.4
9 Not Used
NTS A1.4
6 Bio Retention Area
NTS
A1.4
7 Not Used
NTS A1.4
4 Filter Fence Temporary BMP
NTS
LANDSCAPED AREA OVER
RETENTION AREA.
PERMEABLE SOIL MIX
SOIL/COMPOST/SAND
MIXTURE. PROVIDE SWALE
TOWARDS CENTER TO FORCE
DRAINAGE INTO RETENTION
DEVICE.
LINE TRENCH WITH FILTER
FABRIC ON ALL SIDES.
OVERLAP FABRIC A MIN. OF 6"
ON TOP.
34" CLEAN DRAIN ROCK
3"-5" LARGER STONE LINING-
NOT COUNTED IN TRENCH
SIZE.
COMPACTED BASE OVER
COMPACTED SUBGRADE
4" DIA. PERFORATED PVC PIPE
IN FROM
CONVEYANCETRENCHES
REFER TO SITE PLAN
INFILTRATION SCHEDULE FOR
ACTUAL SIZE OF RETENTION
AREA AND SIZE
ACCORDINGLY.
DRIPLINE FROM ROOF EAVE
CARRY LOOSE NATURAL
FILL/REVEG MATERIAL AND
OR LANDSCAPING WHERE
SHOWN 3" OVER TOP OF
TRENCH
ALIGN TRENCH SO THAT THE
DRIPLINE IS 13 THE TRENCH
WIDTH ON THE BUILDING SIDE
LINE TRENCH WITH FILTER
FABRIC ON ALL SIDES.
OVERLAP FABRIC A MIN. OF 6"
ON TOP OF TRENCH.
34" CLEAN DRAIN ROCK
3"-5" LARGER STONE LINING-
NOT COUNTED IN TRENCH
SIZE.
18" WIDE X 6" DEEP
CONVEYANCE TRENCH WITH
4" DIA. PERFORATED PIPE
CONNECTED TO BIO
RETENTION AREA OR TIED TO
ROCKLINED SWALE - SLOPE
PERF. PIPE MIN, 2% DOWN TO
EACH TERMINATION ELEMENT.
CARRY LOOSE NATURAL
FILL/REVEG MATERIAL AND
OR LANDSCAPING WHERE
SHOWN 3" OVER TOP OF
TRENCH
AC PAVING
LINE TRENCH WITH FILTER
FABRIC ON ALL SIDES.
OVERLAP FABRIC A MIN. OF 6"
ON TOP OF TRENCH.
34" CLEAN DRAIN ROCK
3"-5" LARGER STONE LINING-
NOT COUNTED IN TRENCH
SIZE.
REFER TO SITE PLAN
INFILTRATION TRENCH
SCHEDULE FOR PLAN
DESIGNATION AND SIZE
TRENCH TO BE INSTALLED AS
CLOSE AS POSSIBLE TO
LEVEL. WHERE COMPLETELY
LEVEL, INSTALL 4" PERF. PIPE
TO EVENLY DISTRIBUTE
WATER. IF GRADING
REQUIRES INSTALLATION ON
SLOPED SURFACES
EXCEEDING 5%, INSTALL
STEPPED TRENCH.
RAISED BOULDER (10"-16")
ENERGY DISSIPATOR EVERY
50'
3-8" STONE-LINED SWALE, 24"
WIDE - PITCH AT MIN. 2%.
WIDEN TO 42" AT DISSIPATOR
ABS PIPE FROM CONVEYANCE
TRENCH
LINE BOTTOM OF SWALE WITH
FILTER FABRIC
SET STONES FLUSH TO
REVEGETATED AREAS
REFER TO LANDSCAPE PLAN.
SURFACE SWALES SHALL BE
LANDSCAPED WITH SMALL
BOULDERS AND NATURAL
VEGETATION TO TRANSITION
THEIR APPEARANCE WITH THE
NATURAL LANDSCAPE.
FIBER ROLL BEYOND
2" GALV. MTL. STAKES @ 5'-0"
O.C. SET 24" ABOVE GRADE
WITH MIN. 8" EMBEDMENT
PERMEABLE FILTER FABRIC
W/ WIRE BACKING SET 6"
BELOW GRADE WITH A MIN. 4"
RETURN KEY BELOW GRADE
2X2 WOOD STAKES @ 48" O.C.
12" DIAMETER FIBER ROLL
SEDIMENT RETENTION
BARRIER.
SET FIBER ROLL IN 3" DEEP
TRENCH ALWAYS PARALLEL
TO CONTOUR LINES
(PERPENDICULAR TO SLOPE)
A1.4
2 Driveway Infiltration Trench
NTS
A1.4
3 Conveyance Trench
NTS
A1.4
1 Fiber Roll Temporary BMP
NTS
1BEST MANAGEMENT PRACTICES - EROSION CONTROL
2BEST MANAGEMENT PRACTICES - CONSTRUCTION ACTIVITY
PRACTICES
BMP
BEST MANAGEMENT
3STORM WATER POLLUTION CONTROL
GN.5
3L.I.C.A. APPROVAL (PRELIMINARY)
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
BUILDING DIVISION
100 Civic Center Drive | P.O. Box 1768 | Newport Beach, CA 92658-8915
www.newportbeachca.gov | (949) 644-3200
RESIDENTIAL
CONSTRUCTION MINIMUM REQUIREMENTS
Applicable Standards: 2019 California Residential Code (CRC); 2019 California Building
Code (CBC); 2019 California Plumbing Code (CPC); 2019 California Electrical Code (CEC);
2019 California Mechanical Code (CMC); 2019 Building Energy Efficiency Standards
(BEES); 2019 California Green Building Standards Code (Cal Green); & Chapter 15 of the
Newport Beach Municipal Code (NBMC)
GENERAL:
1.Residential building undergoing permitted alterations, additions or improvements shall
replace non-compliant plumbing fixtures with water-conserving plumbing fixtures meeting
the requirements of 2019 California Green Building Standards Code, Section 4.303.1
Plumbing fixture replacement is required prior to issuance of a certificate of occupancy or
final inspection by the Chief Building Official. (Civil Code, Section 1101.1 et seq., NBMC
15.11.010)
2.Issuance of a building permit by the City of Newport Beach does not relieve applicants of
the legal requirements to observe covenants, conditions and restrictions, which may be
recorded against the property or to obtain plans. You should contact your community
associations prior to commencement of any construction authorized by this permit.
3.
4.
5.
6.
7.
8.
9.
Prior to performing any work in the City right-of-way an encroachment permit must be
obtained from the Public Works Department.
A site survey by a licensed surveyor shall be required prior to foundation concrete pour.
Garage ceiling height. The minimum unobstructed vertical clearance for parking spaces
shall be seven feet, except that the front four feet may have a minimum vertical clearance
of four feet. (NBMC 20.40.090 A 4)
Utilize one of the city’s approved franchise hauler to recycle and/or salvage a minimum of
65% of the nonhazardous construction and demolition waste. (Cal Green 4.408.1,
4.408.3)
Stairways shall not be less than 36 inches clear width. (CRC 311.7.1) The minimum head
clearance shall be 6”-8” measured vertically from the sloped line adjoining tread nosing.
(CRC 311.7.2)
Advisory Note: Homeowners Association (HOA) approval may be required for this
improvement.
Additional permits are required for detached structures including but not limited to:
a.Accessory structures, detached patio covers, and trellises,
b. Masonry or concrete fences over 3.5 ft. high,
c.Retaining walls over 4 ft. high from the bottom of the foundation to the top of the
wall.
2019 CorrList\RESIDENTIALConstructionMinimumReq 02/21/2020 1
3
FIREPLACE:
19.All fireplaces:
a.
b.
c.
Factory-built fireplaces, chimneys and all of their components shall be listed and
installed in accordance with their listing and manufacturer's installation
instructions. (CRC R1004.1)
Factory built wood burning fireplaces shall be qualified at the U.S. EPA’s Voluntary
Fireplace Program Phase 2 emissions level. (CRC 1004.1.1)
Decorative shrouds shall not be installed at the termination of factory-built
chimneys except where such shrouds are listed and labeled for use with the
specific factory-built chimney system and are installed in accordance with
manufacturer's installation instructions. (CRC R1005.2 & CMC 802.5.1.1 & CMC
802.5.4.3)
d.
e.
Horizontal openings are not allowed, for exhaust vents, in walls closer than 3 feet
to a property line. (Tables R302.1(1)&(2)). Horizontal vent caps shall be 2 feet
clear from property lines.
Exhaust openings shall not be directed onto walkways. (R303.5.2)
20. Solid fuel burning fireplaces:
a.
b.
c.
d.
Provide a permanently anchored gaseous fuel burning pan to the firebox of a solid
fuel burning fireplace.
Solid fuel burning fireplace must comply with the California Energy Standards
mandatory measures.
Chimney shall extend at least 2 ft. higher than any portion of the building within 10
ft., but shall not be less than 3 ft. above the highest point where the chimney
passes through the roof. (CRC R1003.9)
Liquid fueled fireplaces are not allowed for interior use.
21. Direct vent gas appliance fireplace:
a.
MECHANICAL:
22. Rooms containing bathtubs, showers, spas and similar fixtures shall be provided with an
exhaust fan with humidity control sensor having a minimum capacity of 50 CFM ducted to
terminate outside the building. (CRC R303.3, Cal Green 4.506.1, CBC 1202.5.2.1, CMC
402.5)
23. Where water closet compartment is independent of the bathroom or shower area, a fan
will be required in each area. Bathrooms shall have an exhaust fan with humidity control
sensor, min. 50 CFM capacity. (CRC R303.3)
24. Where whole house fans are used in bathroom areas, the fan must run continuously and
shall not be tied to a humidity control sensor. (Cal Green 4.506.1(2))
25.The clothes dryer vent shall not exceed 14 ft. in overall length with maximum two 90
degree elbows. (CMC 504.4.2.1)
26. Environmental air ducts shall terminate min. 3 feet from property line or openings into
building, and 10 feet from a forced air inlet. (CMC 502.2.1)
27. Mechanical equipment shall be installed per the manufacture’s installation instructions.
(CMC 303.1)
2019 CorrList\RESIDENTIALConstructionMinimumReq 02/21/2020 4
Direct vent sealed-combustion gas appliance fireplace must comply with the Cal
Green code requirements and must comply with ANSI Z21.50. (Cal Green 4.503.1)
CONSTRUCTION:
10. Pedestrian protection adjacent to public way to be as follows:
CBC TABLE 3306.1
PROTECTION OF PEDESTRIANS
HEIGHT OF
CONSTRUCTION
8 feet or less
DISTANCE FROM CONSTRUCTION TO LOT LINE
Less than 5 feet
5 feet or more
Less than 5 feet
5 feet or more, but not more than one-fourth the height of construction
More than 8 feet 5 feet or more, but between one-fourth and one-half the height of
construction
5 feet or more, but exceeding one-half the height of construction
TYPE OF PROTECTION
REQUIRED
Construction railings
None
Barrier and covered walkway
Barrier and covered walkway
Barrier
None
11. All exterior lath and plaster shall have two layers of Grade D paper over wood base
sheathing. (CRC R703.7.3, CBC 2510.6)
12. Wall covering of showers or tubs with showers shall be of cement plaster, tile, or approved
equal, to a height of not less than 72 inches above drain inlet. Backing for tile shall be
cement board or cement plaster. (CRC R307.2, CBC 1209.2.3)
13. Safety glazing shall be provided at the following hazardous locations: (CRC R308.4, CBC
2406.4)
a.
c.
Swinging, bi-fold, and sliding doors.
b. When located within 60 inches above the floor of wet surfaces such as tubs,
showers, saunas, steam rooms, or outdoor swimming pool.
Glazing adjacent to doors:
i. Within a 24 inch arc of either vertical edge of doors and within 60 inches of
walking surface.
ii. Where the glazing is on a wall perpendicular to the plane of the door in a
closed position and within 24 inches of the hinge side of an in-swinging
door.
d. Where glazing area is more than 9 sq. ft. in area, with the bottom edge less than
18 inches above the floor, top edge more than 36 inches above floor, and within
36 inches of a walking surface, measured horizontally.
e.
f.
g.
Glazing where the bottom exposed edge of the glazing is less than 36 inches
above the plane of the adjacent walking surface of stairways, landings between
flights of stairs and ramps.
Glazing adjacent to the landing at the bottom of a stairway where the glazing is
less than 36 inches above the landing and within 60 inches horizontally of the
bottom tread.
Glazing in guards and railings.
14. All doors from the house into the pool area shall be equipped with an approved alarm or
an approved alternate drowning prevention safety feature. (CBC 3109 (115922))
15. Smoke alarms shall be installed in the following locations (CRC R314.3, CBC 907.2.11.2,
907.2.11.3 & 907.2.11.4):
a.In each sleeping room.
b.
c.
Outside each separate sleeping area in the immediate vicinity of the bedrooms.
On each additional story, including basements and habitable attics.
2019 CorrList\RESIDENTIALConstructionMinimumReq 02/21/2020 2
d.
e.
f.
Not less than 3 feet horizontally from the door or opening of a bathroom that
contains a bathtub or shower.
A minimum of 20 feet horizontally from any permanently installed cooking
appliance.
Smoke alarms shall be hardwired with battery back-up and interconnected unless
exempted in accordance with CRC R314.4 & R314.5 or CBC 907.2.10.5 &
907.2.10.6.
16. Carbon monoxide alarms shall be installed in the following locations (CRC R315.3):
a.
b.
Outside of each sleeping area in the immediate vicinity of the bedroom(s).
On every occupiable level of the dwelling unit including basements.
c. Where a fuel-burning appliance is located within a bedroom or its attached
bathroom, a carbon monoxide alarm shall be installed within the bedroom.
Carbon monoxide alarms shall be hardwired with battery back-up and interconnected
unless exempted in accordance with CRC R315.6(4).
17. All fenestrations on windows and doors shall have U-factors (0.30 max) and Solar Heat
Gain Coefficient (SHGC=0.23 max) values in accordance with T-24 energy calculations.
All fenestrations must have temporary and permanent labels.
TEMPORARY GENERATOR:
18. Hand operated construction tools powered by electricity must use power provided by
Southern California Edison through a temporary pole or available outlet.In the rare case
where electricity is not readily available and a portable temporary generator is necessary,
then the following restrictions must be adhered to:
a. Must be portable and may be easily relocated.
b.Temporary generators are to be located a minimum distance from any property
line according to the following table:
Time in Use
Hours
0 – 1 day
> 1 day
c.
Required
Setback from
Property Line
10 feet
20 feet
Required Setback
from Adjacent
Structures
5 feet
5 feet
If the minimum distance cannot be achieved, then the generator shall be located
the most extreme distance practical to inhibit noise. Other methods to inhibit noise
may be utilized when practical.
d. May be operational for a maximum of five consecutive calendar days. After five
consecutive calendar days of use, power shall be provided through the use of a
temporary power pole.
e.Usage is limited to weekdays between the hours from 8:00 AM and 3:30 PM
Monday through Friday. No use on the weekends or federal holidays.
28. Domestic range vents to be smooth metallic interior surface. (CMC 504.3)
29. Supply and return air ducts to be insulated at a minimum of R-6. (Cal Energy Code Table
150.1-A.)
PLUMBING:
30. Separate water meters are required for all new duplexes. Separate fire risers are required
at each water meter.
31. Plumbing Fixtures:
a.
b.
New Construction & Addition/Alterations that increases condition space area,
volume, or size (Cal Green 4.303.1):
i. Comply with CAL Green Mandatory Requirements
Addition & Alteration: Existing fixtures shall be replaced to meet the following
requirements:
i. Shower Heads: 1.8 gpm @ 80 psi
ii. Lavatory Faucets: 1.2 gpm @ 60 psi
iii. Kitchen Faucets: 1.8 gpm @ 60 psi
iv. Water Closet: 1.28 gallons per flush
32. Clearance for water closet to be a minimum of 24 inches in front, and 15 inches from its
center to any side wall or obstruction. (CPC 402.5)
33.
34.
The water heater burner to be at least 18 inches above the garage floor, if located in a
garage. (CPC 507.13)
Install a 3 inch diameter by 3 ft. tall steel pipe embedded in concrete slab for protection of
water heaters located in garage. (CPC 507.13.1)
35. Water heaters to be strapped at top and bottom with 1 ½” x 16 gauge strap with 3/8”
diameter. X 3” lag bolt each end. (CPC 507.2)
36. ABS and PVC drain waste and vent piping material is limited to 2 stories maximum. (CPC
701.2(2) (a). and 903.1.1)
37. ABS and PVC roof and deck drain material is limited to 2 stories maximum. (CPC 1101.4)
38. Roof and deck drain systems inside the building are required to be installed with directional
DWV drainage fittings. (CPC 1101.4 and & 706.0)
39. Cleanouts are required within 2 feet of the connection between the interior roof and deck
drain piping system, and the exterior onsite storm drain system. (CPC 1101.13)
40.
41.
42.
All hose bibbs shall have vacuum breakers. (CPC 603.5.7)
The maximum amount of water closets on a 3 inch horizontal drainage system line is 3.
(CPC Table 703.2)
The maximum amount of water closets on a 3 inch vertical drainage system line is 4. (CPC
Table 703.2)
43. Provide gas line with a min capacity of 200,000 btu for water heater. (Cal Energy Code
150.0(n))
44. Provide a condensate drain no more than 2 inches above the base of the water heater
space. (Cal Energy Code 150.0 (n))
45. Provide a straight vent pipe from the water heater space to the outside termination from
the water heater space. (Cal Energy Code 150.0 (n))
2019 CorrList\RESIDENTIALConstructionMinimumReq 02/21/2020 5
46.
47.
48.
Insulate all hot water pipes. (Cal Energy Code 150.0 (j) (2), and CPC 609.11).
Isolation valves are required for tankless water heaters on the hot and cold supply lines
with hose bibbs on each valve, to flush the heat exchanger. (Cal Energy Code 110.3 (6))
Install 1 automatic clothes washer connection per one and two family dwelling. (CPC
Table 422.1)
ELECTRICAL:
49. Electrical service shall be underground for new construction, replacement building, or
addition to an existing building exceeds fifty (50) percent of the gross floor area of the
existing building. (NBMC 15.32.015)
50. Edison Company approval is required for meter location prior to installation.
51.Field inspectors shall review and approve underground service requirement prior to
concrete placement.
52. Service equipment and subpanels shall have a min 30” wide by 36” deep clear work
space.(CEC 110.26)
53. All lighting is required shall be high efficacy. (California energy code section 150.0 (k) and
Table 150.0-A.)
54. Provide a listed 1 inch raceway to accommodate a dedicated 208/240-volt circuit for future
electrical vehicle (EV) charger. (Cal Green 4.106.4.1)
55. All receptacle outlets are required shall be listed tamper resistant (CEC 406.12 and
250.52)
56. Combination type AFCI circuit breakers are required for all 120 volt single phase 15/20
amp branch circuits. Except for bathrooms, garages, and outdoors. (CEC 210.12)
57. A minimum of one dedicated 20 amp circuit is required for a bathroom. (CEC 210.11(C)(3))
58. GFCI protection is required for all receptacle outlets located outdoors, garages, accessory
buildings, bathrooms, crawl spaces, kitchens, laundry areas, kitchen dishwasher branch
circuit, garbage disposal, all areas within 6 feet of a sink, and all receptacles within 6 feet
of a bathtub or shower stall. (CEC 210.8)
59. Receptacle outlets are not allow within or over a bathtub or shower stall. (CEC 406.9 (C))
60. Subpanels are not allow to be located in bathrooms or clothes closets. (CEC 240.24 (D)
and (E).
61. Circuits sharing a grounded conductor (neutral) with two ungrounded (hot) conductors
must use a two pole circuit breaker or an identified handle tie. (CEC 210.4(B)) Group non-
cable circuits in panel (CEC 210.4(D))
62.The receptacle outlets that serve kitchen counter tops, dining room, breakfast area, and
pantry, must have a min of 2 dedicated 20 amp circuits. (CEC 210.52 (B)(1))
63. Kitchen counter tops 12 inches or wider must have a receptacle outlet. (CEC 210.52(C)(1))
64. Kitchen counter tops must have receptacle outlets so no point along the counter walls is
more than 24 inches from a receptacle. (CEC 210.52 (C)(1))
65.
66.
Island and peninsular counter tops must have at least one receptacle.
(CEC 210.52(C)( 1),(2),and (3))
The spacing for general receptacle outlets must be located so that no point on any wall,
fixed glass, or cabinets is over 6 feet from a receptacle outlet. (CEC 210.52(A)(1))
2019 CorrList\RESIDENTIALConstructionMinimumReq 02/21/2020 6
67. Hallways 10 feet or more must have at least one receptacle outlet. (CEC 210.52(H))
68. Garages shall have at least one receptacle for each car space on the interior. The branch
circuit supplying the receptacles shall not serve outlets outside of the garage. (CEC 210.52
(G) (1)).
69.Laundry rooms must have at least one dedicated 20 amp receptacle circuit. (CEC
210.11(C) (2)).
70. Provide 120V receptacle within 3 feet of water heater. (Cal Energy Code 150.0 (n) 1 A.)
FOUNDATION:
71. Weep screed for stucco at the foundation plate line shall be a minimum of 4 inches above
the earth or 2 inches above paved areas. (CRC R703.7.2.1, CBC 2512.1.2)
72.Fasteners and connectors (nails, anchor bolts, etc.) in contact with preservative-treated
wood shall be of hot-dipped zinc-coated galvanized steel, stainless steel, silicon bronze
or copper.(CRC R317.3, CBC 2304.10.5.1)
1
MIN. CONST. REQS
EC/CG
2CAL GREEN MINIMUM REQUIREMENTS
GREEN CODE
GN.6
MINIMUM CONSTRUCTION REQUIREMENTS
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
1
C/O/A NOTES
COA
2RESOLUTION NO. 2019-056
RESOLUTION
GN.7
CONDITIONS OF APPROVAL
Zoning Administrator Resolution No. ZA2019-056
Page 7 of 7
18. Best Management Practices (BMPs) and Good Housekeeping Practices (GHPs) shall
be implemented prior to and throughout the duration of construction activity as
designated in the Construction Pollution Prevention Plan (CPPP).
19. The discharge of any hazardous materials into storm sewer systems or receiving waters
shall be prohibited. Machinery and equipment shall be maintained and washed in
confined areas specifically designed to control runoff. A designated fueling and vehicle
maintenance area with appropriate berms and protection to prevent spillage shall be
provided as far away from storm drain systems or receiving waters as possible.
20. Debris from demolition shall be removed from work areas each day and removed from
the project site within 24 hours of the completion of the project. Stock piles and
construction materials shall be covered, enclosed on all sites, not stored in contact with
the soil, and located as far away as possible from drain inlets and any waterway.
21. Trash and debris shall be disposed in proper trash and recycling receptacles at the end
of each construction day. Solid waste, including excess concrete, shall be disposed in
adequate disposal facilities at a legal disposal site or recycled at a recycling facility.
22. Prior to the issuance of building permit, the applicant shall pay any unpaid administrative
costs associated with the processing of this application to the Planning Division.
23. To the fullest extent permitted by law, applicant shall indemnify, defend and hold harmless
City, its City Council, its boards and commissions, officials, officers, employees, and agents
from and against any and all claims, demands, obligations, damages, actions, causes of
action, suits, losses, judgments, fines, penalties, liabilities, costs and expenses (including
without limitation, attorney’s fees, disbursements and court costs) of every kind and nature
whatsoever which may arise from or in any manner relate (directly or indirectly) to City’s
approval of 944 Via Lido Nord House Demolition, but not limited to, Coastal Development
Permit No. CD2018-111 (PA2018-279). This indemnification shall include, but not be
limited to, damages awarded against the City, if any, costs of suit, attorneys' fees, and
other expenses incurred in connection with such claim, action, causes of action, suit or
proceeding whether incurred by applicant, City, and/or the parties initiating or bringing such
proceeding. The applicant shall indemnify the City for all of City's costs, attorneys' fees,
and damages which City incurs in enforcing the indemnification provisions set forth in this
condition. The applicant shall pay to the City upon demand any amount owed to the City
pursuant to the indemnification requirements prescribed in this condition.
PUBLIC WORKS
24. Existing driveway approach shall be abandoned, and a new curb and gutter shall be
installed to match existing curb and gutter.
25. The existing sewer cleanout box shall be removed and covered, and the existing sewer
lateral shall be capped at the property line.
01-25-19
Zoning Administrator Resolution No. ZA2019-056
Page 6 of 7
11. This Coastal Development Permit may be modified or revoked by the Zoning
Administrator if determined that the proposed uses or conditions under which it is being
operated or maintained is detrimental to the public health, welfare or materially injurious
to property or improvements in the vicinity or if the property is operated or maintained
so as to constitute a public nuisance.
12. Prior to issuance of building permits, a copy of the Resolution, including conditions of
approval Exhibit “A,” shall be incorporated into the Building Division and field sets of
plans.
13. Prior to issuance of a building permit, the applicant shall submit a final construction erosion
control plan. The plan shall be subject to review and approval by the Building Division.
14. Prior to issuance of a building permit, the applicant shall submit to the Planning Division
an additional copy of the approved landscape plans for inclusion in the Coastal
Development file. The plans shall be identical to those approved by all City departments
for building permit issuance. The approved copy shall include architectural sheets only
and shall be reduced in size to 11 inches by 17 inches. The plans shall accurately depict
the elements approved by this Coastal Development Permit.
15. Should the property be sold or otherwise come under different ownership, any future
owners or assignees shall be notified of the conditions of this approval by either the
current business owner, property owner or the leasing agent.
16. This approval does not authorize any new or existing improvements (including
landscaping) on State tidelands, public beaches, or the public right-of-way.
17. The applicant is responsible for compliance with the Migratory Bird Treaty Act. In
compliance with the (MBTA), grading, brush removal, building demolition, tree trimming,
and similar construction activities shall occur between August 16 and January 31,
outside of the peak nesting period. If such activities must occur inside the peak nesting
season from February 1 to August 15, compliance with the following is required to
prevent the taking of Native Birds pursuant to MBTA:
A. The construction area shall be inspected for active nests. If birds are observed flying
from a nest or sitting on a nest, it can be assumed that the nest is active. Construction
activity within 300 feet of an active nest shall be delayed until the nest is no longer
active. Continue to observe the nest until the chicks have left the nest and activity is no
longer observed. When the nest is no longer active, construction activity can continue
in the nest area.
B. It is a violation of state and federal law to kill or harm a native bird. To ensure
compliance, consider hiring a biologist to assist with the survey for nesting birds, and
to determine when it is safe to commence construction activities. If an active nest is
found, one or two short follow-up surveys will be necessary to check on the nest and
determine when the nest is no longer active.
01-25-19
Zoning Administrator Resolution No. ZA2019-056
Page 5 of 7
EXHIBIT “A”
CONDITIONS OF APPROVAL
PLANNING
1.
2.
3.
The development shall be in substantial conformance with the approved site plan and
landscape plans stamped and dated with the date of this approval (except as modified by
applicable conditions of approval).
The demolition of the existing single-family dwelling shall be in substantial conformance
with the approved demolition plan stamped and dated with the date of this approval (except
as modified by applicable conditions of approval).
Revisions to the approved plans may require an amendment to this Coastal
Development Permit or the processing of a new coastal development permit.
4. Coastal Development Permit No. CD2018-111 shall expire unless exercised within 24
months from the date of approval as specified in Section 21.54.060 (Time Limits and
Extensions) of the Newport Beach Municipal Code, unless an extension is otherwise
granted.
5.Landscaping of the site shall conform to the requirements of Section 21.30.075
(Landscaping) and Section 21.30.085 (Water Efficient Landscaping) of the Local
Coastal Program Implementation Plan. Plant materials shall be selected for low-water
demand and drought tolerance, and the planting of invasive species shall be prohibited.
6.
7.
Landscaping of the site shall conform to Section 14.17 (Water Efficient Landscape
Ordinance) of the Newport Beach Municipal Code.
All landscape materials and irrigations systems shall be maintained in accordance with
the approved erosion control plan. All landscaped areas shall be maintained in a healthy
and growing conditions and shall receive regular pruning, fertilizing, mowing and
trimming. All landscaped areas shall be kept free of weeds and debris. All irrigation
systems shall be kept operable, including adjustments, replacements, repairs, and
cleaning as part of regular maintenance.
8.
9.
Construction activities shall comply with Newport Beach Municipal Code (NBMC)
Section 10.28.040, which restricts hours of noise-generating construction activities to
between the hours of 7 a.m. and 6:30 p.m., Monday through Friday. Noise-generating
construction activities are not allowed on Saturdays, Sundays or Holidays.
The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
10. The applicant shall comply with all federal, state, and local laws. Material violation of
any of those laws in connection with the use may be cause for revocation of this Coastal
Development Permit.
01-25-19
Zoning Administrator Resolution No. ZA2019-056
Page 4 of 7
PASSED, APPROVED, AND ADOPTED THIS 15TH DAY OF AUGUST, 2019.
Zoning Administrator Resolution No. ZA2019-056
Page 3 of 7
21.30A.040 (Determination of Public Access/Recreation Impacts) requires that the
provision of public access bear a reasonable relationship between the requirement and the
project’s impact and be proportional to the impact. In this case, the project demolishes an
existing single-family dwelling and installs open landscape. The project includes the
demolition of the existing single-family dwelling and the improvement of a private lawn.
Therefore, the project does not involve a change in land use, density or intensity that will
result in increased demand on public access and recreation opportunities.
2.The residential lot does not currently provide nor does it inhibit public coastal access.
Development will occur within the confines of private property and existing coastal
access conditions will not be affected. Coastal access is currently provided and will
continue to be provided by small public beach areas on Lido Isle with access from the
water.
3.The project site is not located adjacent to a coastal view road nor is it located near any
public viewpoint as identified in the Coastal Land Use Plan. Furthermore, an investigation
of the project site and surrounding area did not identify any other public view opportunities.
The project site may be located within the viewshed of distant public viewing areas;
however, the project will replace an existing single-family residence with a new, open,
landscaped area. Therefore, the project does not have the potential to degrade the visual
quality of the Coastal Zone or result in significant adverse impacts to public views.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1.The Zoning Administrator of the City of Newport Beach hereby finds this Project exempt
from the California Environmental Quality Act pursuant to Section 15301 under Class 1
(Existing Facilities) of the CEQA Guidelines, California Code of Regulations, Title 14,
Division 6, Chapter 3, because it has no potential to have a significant effect on the
environment.
2.
3.
The Zoning Administrator of the City of Newport Beach hereby approves Coastal
Development Permit No. CD2018-111 subject to the conditions set forth in Exhibit “A,”
which is attached hereto and incorporated by reference.
This action shall become final and effective 14 days following the date this Resolution was
adopted unless within such time an appeal or call for review is filed with the Community
Development Director in accordance with the provisions of Title 21 Local Coastal
Implementation Plan, of the Newport Beach Municipal Code. Final action taken by the City
may be appealed to the Coastal Commission in compliance with Section 21.64.035 of the
City’s certified LCP and Title 14 California Code of Regulations, Sections 13111 through
13120, and Section 30603 of the Coastal Act.
01-25-19
Zoning Administrator Resolution No. ZA2019-056
Page 2 of 7
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 21.52.015 (Coastal Development Permits) of the Newport Beach
Municipal Code, the following findings and facts in support of such findings are set forth:
Finding:
A. Conforms to all applicable sections of the certified Local Coastal Program.
Facts in Support of Finding:
1.The subject property is currently developed with a single-family dwelling on an existing lot
designated for residential development by the Local Coastal Program. The project
applicant requests to demolish the existing single-family dwelling. After the demolition of
the existing dwelling, the site will be landscaped for private enjoyment. Per Section
21.30.085 of the Local Coastal Program, landscaping has been conditioned to have low-
water demand and be drought-tolerant. The planting of invasive species shall be
prohibited. Any subsequent construction will require a separate coastal development
permit at a later date.
2.
3.
The property is located in an area known for the potential of seismic activity and
liquefaction. All projects are required to comply with the California Building Code and
Building Division standards and policies.
A Construction Pollution Prevention Plan was provided to implement temporary Best
Management Practices (BMPs) during construction to minimize erosion and sedimentation
and to minimize pollution of runoff and coastal waters derived by construction chemicals
and materials.
4.The property is located within 100 feet of coastal waters. As conditioned, the project design
will address water quality through the preparation of a final construction drainage system
that includes drainage and percolation features designed to retain dry weather and minor
rain event run-off on-site. Any water not retained on-site shall be directed to the City’s storm
drain system.
Finding:
B.Conforms with the public access and public recreation policies of Chapter 3 of the
Coastal Act if the project is located between the nearest public road and the sea or
shoreline of any body of water located within the coastal zone.
Facts in Support of Finding:
1.The project site is located on Lido Isle between the nearest public road and the sea or
shoreline; however the project will not affect the public’s ability to gain access to, use,
and/or view the coast and nearby recreational facilities. Implementation Plan Section
01-25-19
RESOLUTION NO. ZA2019-056
A RESOLUTION OF THE ZONING ADMINISTRATOR OF THE
CITY OF NEWPORT BEACH APPROVING COASTAL
DEVELOPMENT PERMIT NO. CD2018-111 TO DEMOLISH AN
EXISTING SINGLE-FAMILY RESIDENCE AND INSTALL
LANDSCAPING LOCATED AT 944 VIA LIDO NORD (PA2018-279)
THE ZONING ADMINISTRATOR OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
SECTION 1. STATEMENT OF FACTS.
1.
2.
An application was filed by W.T. Durant, Inc., with respect to property located at 944 Via
Lido Nord, and legally described as Lot 324 of Track 907, requesting approval of a coastal
development permit.
The applicant proposes the demolition of an existing 4,939-square-foot single-family
residence and the improvement of a private lawn area for the same property owner located
at 940 Via Lido Nord. The new improvements consist of the installation of approximately
4,027 square feet of new, open, landscaped and hardscaped areas which will be used by
the owner for personal recreation and enjoyment. The existing property line walls, the
existing cantilevered patio, the existing dock, and the existing bulkhead will not be
demolished and will be left in their current locations.
3.
4.
5.
The subject property is located within the Single-Unit Residential (R-1) Zoning District and
the General Plan Land Use Element category is Single-Unit Residential Detached (RS-D).
The subject property is located within the coastal zone. The Coastal Land Use Plan
category is Single-Unit Residential Detached – (10.0-19.9 DU/AC) (RSD-C) and the
Coastal Zoning District is Single-Unit Residential (R-1).
A public hearing was held on August 15, 2019 in the Corona del Mar Conference Room
(Bay E-1st Floor) at 100 Civic Center Drive, Newport Beach. A notice of time, place and
purpose of the hearing was given in accordance with the Newport Beach Municipal
Code. Evidence, both written and oral, was presented to, and considered by, the Zoning
Administrator at this hearing.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1.This Project is categorically exempt from the California Environmental Quality Act
(“CEQA”) pursuant to Section 15301 under Class 1 (Existing Facilities) of the CEQA
Guidelines, California Code of Regulations, Title 14, Division 6, Chapter 3, because it has
no potential to have a significant effect on the environment.
2.Class 1 includes the demolition and removal of small structures including one single-
family dwelling. The proposed project includes the demolition of an existing single-family
dwelling located in the R-1 Coastal Zoning District.
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
1 GN.8FIRE SEPARATION
Fire Separation
1/8" = 1'-0"GN.7
1
1/2" MIN. GYPSUM WALLBOARD
APPLIED VERTICALLY OR HORIZONTALLY
NAILED WITH 6d COOLER OR WALLBOARD
NAILS AT 7" O.C. WITH END JOINTS
ON NAILING MEMBERS.
STAGGER JOINTS EACH SIDE.
MINIMUM 2 X 4 WOOD STUDS AT
24" O.C. MAXIMUM.
MINERAL/GLASS FIBER
BATT INSULATION
NON-RATED PENETRATION
ALLOWED ON THIS SIDE
NON-RATED FINISH MATERIAL.
HEAVY TIMBER
MINIMUM 2X4 WOOD STUDS
AT 16" O.C. MAXIMUM
7/8" EXTERIOR CEMENT PLASTER
(MEASURED FROM THE FACE OF STUDS)
ON THE EXTERIOR SURFACE PLASTER MIX
1:4 FOR SCRATCH COAT 1:5 FOR BROWN
COAT, BY VOLUME, CEMENT TO SAND.
OVER METAL LATH OVER BUILDING PAPER.
1/2" GYPSUM WALLBOARD
APPLIED VERTICALLY OR HORIZONTALLY
NAILED WITH 6d COOLER OR WALLBOARD
NAILS AT 7" O.C. WITH END JOINTS
ON NAILING MEMBERS.
STAGGER JOINTS EACH SIDE.
MINIMUM 2X4 WOOD STUDS
AT 16" O.C. MAXIMUM
ALL NON-FIRE RATED FINISH MATERIALS
5/8" GYPSUM SHEATHING (EXTERIOR
EXPOSURE) NAILED WITH1-3/4" BY NO.11
GAUGE BY 7/16" HEAD GALVANIZED NAILS
AT 8" O.C. FINISH MATERIALS NAILED WITH
MINIMUM 7d GALVANIZED SMOOTH BOX NAILS.
(VERIFY WITH MATERIAL MANUFACTURER)
OVER BUILDING PAPER
1/2" GYPSUM WALLBOARD OR
SHEATHING APPLIED VERTICALLY OR HORIZONTALLY
NAILED WITH 6d COOLER OR WALLBOARD
NAILS AT 7" O.C. WITH END JOINTS
ON NAILING MEMBERS.
STAGGER JOINTS EACH SIDE.
FIRE PROTECTION
R-3 OCCUPANCY (DWELLING) TO U OCCUPANCY (PRIVATE GARAGE)
OCCUPANCY SEPARATION NOTES:
OCCUPANCY SEPARATION SHALL BE VERTICAL OR HORIZONTAL OR BOTH WHEN NECESSARY OF SUCH OTHER FORM AS MAY BE
REQUIRED TO AFFORD A COMPLETE SEPARATION BETWEEN THE VARIOUS OCCUPANCY DIVISIONS IN THE BUILDING.
THE INFORMATION SHOWN HERE IS INTENDED TO ILLUSTRATE THE “GENERAL” FIRE PROTECTION REQUIREMENTS FOR R-3 OCC. TO U OCC.
OCCUPANCY SEPARATION AND THE MINIMUM APPLICABLE CRC REQUIREMENTS.
REFER TO CBC FOR DETAILED REQUIREMENTS.
ALL FIELD CONDITIONS WHICH MAY POSSIBLY BE ENCOUNTERED ARE NOT NECESSARILY DESCRIBED.
FIELD CONDITIONS ENCOUNTERED WHICH REQUIRE CLARIFICATION SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IN A TIMELY
MANNER.
THE ARCHITECT RECOMMENDS THAT ALL TRADES PERFORMING WORK AT FIRE PROTECTION AREAS BE FULLY KNOWLEDGEABLE OF THE CODE
REQUIREMENTS FOR THE MATERIALS AND INSTALLATION. FURTHER, IT IS RECOMMENDED THAT THE GENERAL CONTRACTOR FIELD-WALK THE
ENTIRE LENGTH AND EXTENT OF THE FIRE-PROTECTED AREAS WITH THE BUILDING OFFICIAL DURING THE MODEL UNIT CONSTRUCTION TO INSURE
THAT ALL MATERIALS, INSTALLATION, PENETRATIONS, CONNECTIONS, ETC. ARE COMPLETE AND IN ACCORDANCE WITH ALL CODE REQUIREMENTS.
ALL “GENERAL“ REQUIREMENTS SHOWN SHALL BE VERIFIED WITH LOCAL ORDINANCES AND REQUIREMENTS, THE MORE STRINGENT SHALL
PREVAIL..
DWELLING UNIT AND IT’S ATTIC AREA SHALL BE SEPARATED BY MEANS OF A MINIMUM 1/2 INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN A 5/8 INCH TYPE X GYPSUM
BOARD OR EQUIVALENT.
DOOR OPENINGS BETWEEN A PRIVATE GARAGE IN THE DWELLING UNIT SHALL BE EQUIPPED WITH EITHER SOLID WOOD DOORS OR SOLID OR
HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8 INCHES THICK, OR DOORS IN COMPLIANCE WITH SECTION OR 302.5.
OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED.
DOORS SHALL BE SELF-CLOSING AND SELF-LATCHING (CRC SEC. R302.5).
APPLICABLE NOTES TO DETAILS:
A) REFER TO SPECIFIC FIRE ASSEMBLIES FROM CRC FOR ALL ADDITIONAL FOOTNOTES, SPECIAL REQUIREMENTS, AND PROPRIETARY
MATERIALS.
B) STRUCTURAL DRAWINGS SHALL BE REFERENCED TO STRUCTURALLY REQUIRED SHEATHING THICKNESSES, MEMBER SIZING, AND SPACING
BEYOND THE PROTECTION MINIMUMS NOTED HERE. CONFLICTING INFORMATION SHOULD BE BROUGHT TO THE ATTENTION OF THE
ARCHITECT IN A TIMELY MANNER.
SELF-CLOSING, SELF-LATCHING, SOLID WOOD OR METAL HONEYCOMB, 1-3/8 INCHES
IN THICKNESS (OR SELF-CLOSING SELF-LATCHING DOOR HAVING A FIRE PROTECTION
RATING OF NOT LESS THAN 20 MINUTES.
DUCTS IN A PRIVATE GARAGE AND DUCTS PENETRATING THE WALLS OR
CEILINGS SEPARATING THE DWELLING UNIT FROM THE GARAGE SHALL BE
CONSTRUCTED OF A MINIMUM 0.019-INCH (0.48 MM) SHEET METAL AND
SHALL HAVE NO OPENINGS INTO THE GARAGE.
MECHANICAL PENETRATION
CRC R302.5.2
DOOR HOUSE TO GARAGE DOOR
CRC R302.5
WALL BETWEEN GARAGE AND DWELLING
INTERIOR WALL CRC R302.6
WALLS THAT SUPPORT OCCUPANCY SEPARATION
WALLS THAT SUPPORT THE STRUCTURE OF OCCUPANCY ABOVE CBC 706.5
4.1 EXTERIOR WALL
CRC R302.6
4.2 EXTERIOR WALL AT SIDING
CRC R302.6
ISOLATED POST THAT SUPPORTS OCCUPANCY SEPARATION
ISOLATED POST THAT SUPPORTS THE STRUCTURE OF OCCUPANCY ABOVE CBC 706.5
5.1 ISOLATED POST 1-HR FIRE-RESISTIVE CONSTRUCTION
CRC R302.6
5.2 ISOLATED POST 1 HR FIRE-RESISTIVE CONSTRUCTION
CRC R327.2 & R327.7
6.1 FLOOR/CEILING REQ'D FIRE BARRIER R302.6 6.2 ROOF/CEILING CRC R302.6
NON-RATED
BEAMS AND GIRDERS MAY BE OF SAWN TIMBER OR STRUCTURAL
GLUE-LAMINATED TIMBER AND SHALL NOT BE LESS THAN 6
INCHES IN WIDTH AND NOT LESS THAN 10 INCHES IN DEPTH (NOMINAL)
IF NO HABITABLE SPACE DIRECTLY ABOVE:
1/2" GYPSUM WALLBOARD NAILED TO JOIST
W/5d COOLER OR WALL BOARD NAILS
AT 6" O.C. END JOINTS OF WALLBOARD
CENTERED ON JOISTS.
WOOD JOIST, GYPSUM WALLBOARD
ONE LAYER OF 5/8" TYPE X GYPSUM WALLBOARD OR GYPSUM VENEER BASE SHALL BE INSTALLED
PERPENDICULAR TO THE CEILING FRAMING AND SHALL BE FASTENED AT MAXIMUM 6 INCHES
O.C. BY MIN. 1-*7/8" 6d COATED NAILS OR EQUIVALENT DRYWALL SCREWS.
SUPPORT POST LES THAN 8X8 (NOMINAL)
1/2" GYPSUM WALLBOARD
APPLIED VERTICALLY OR HORIZONTALLY
NAILED WITH 6d COOLER OR WALLBOARD
NAILS AT 7" O.C. WITH END JOINTS
ON NAILING MEMBERS.
STAGGER JOINTS EACH SIDE.
22-GA. STEEL JACKET AROUND
COLUMN OR CORNER GUARDS
FOR IMPACT PROTECTION NOT
LESS THAN 5 FT. ABOVE F.F.
SUPPORT POST NOT LESS THAN 8X8 (NOMINAL)
NO ADDITIONAL PROTECTED REQUIRED
NOTES:
1.FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316.5.
2.DRAFTSTOPS SHALL BE INSTALLED WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW
THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, SO THAT THE AREA OF CONCEALED
SPACE DOES NOT EXCEED 1000 SQUARE FEET AND IS DIVIDED INTO APPROXIMATELY EQUAL
AREAS. DRAFTSTOPPING MATERIAL SHALL BE AS SPECIFIED IN SECTION R302.12.
3.FIREBLOCKING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.11:
a.IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND
PARALLEL ROWS OF STUDS OR
STAGGERED STUDS AT THE CEILING AND FLOOR LEVEL, AND AT MAXIMUM 10-FOOT
HORIZONTAL INTERVALS. BATTS OR BLANKETS OF MINERAL OR GLASS FIBER OR OTHER
APPROVED NONRIGID MATERIALS SHALL BE PERMITTED FOR COMPLIANCE WITH THE
10-FOOT HORIZONTAL FIREBLOCKING IN WALLS CONSTRUCTED USING PARALLEL ROWS OF
STUDS OR STAGGERED STUDS
b.AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES
SUCH AS OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS.
c.IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN.
d.AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR
LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND
PRODUCTS OF COMBUSTION. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE
SECTION R1003.19.
4.FIREBLOCKING MATERIALS SHALL CONSIST OF ONE OF THE FOLLOWING (R302.11.1):
a.2-INCH NOMINAL LUMBER.
b.TWO THICKNESSES OF 1-INCH NOMINAL LUMBER WITH BROKEN LAP JOINTS.
c.ONE THICKNESS OF 23/32INCH WOOD STRUCTURAL PANELS WITH JOINTS BACKED BY 23/32
INCH WOOD STRUCTURAL PANELS.
d.ONE THICKNESS OF 3/4-INCH PARTICLE BOARD WITH JOINTS BACKED BY ¾ INCH PARTICLE
BOARD, 1/2 INCH GYPSUM BOARD OR 1/4 INCH CEMENT-BASED MILLBOARD.
e.BATTS OR BLANKETS OF MINERAL WOOL OR GLASS FIBER OR OTHER APPROVED MATERIALS
INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN PLACE.
SEPARATION
FIRE/OCCUPANCY
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
G
N
G
e
n
e
r
a
l
N
o
t
e
s
.
d
w
g
GN General Notes
48"
36
"30"
36
"
COVERED LOGGIA
COVERED PATIO
944 VIA LIDO NORD
NEW 2-STORY SINGLE
FAMILY RESIDENCE WITH
ATTACHED GARAGE
TYP.TYP.
9'-0 7/8" ±22'-2"90'-3 1/4"±
14'-10 3/4"
10'-6 1/2"±
TO BULKHEAD76'-2"21'-3 1/4"
31
'
-
7
"
4'
-
0
"
4'
-
4
"
±
5
3
/
4
"
3'
-
7
3
/
8
"
8'
-
2
3
/
4
"
3'
-
6
"
23
'
-
6
"
±
4'
-
4
7
/
8
"
±
31'-11 1/4"±
7 1/4"±
28
'
-
9
3
/
4
"
EX
I
S
T
I
N
G
D
R
I
V
E
W
A
Y
A
P
P
R
O
A
C
H
T
O
R
E
M
A
I
N
ARTIFICIAL TURF
CONCRETE
EXISTING WALKWAY
LINE OF WALL
ABOVE
LINE OF STRUCTURE ABOVE
12'-2 3/4"
30
'
-
0
"
10'-2" ±
TO BULKHEAD
2.5"
ARTIFICIAL TURF
20'X20' CLR.
EXISTING DRIVEWAY
EXISTING DRIVEWAY
SLOPED TO DRAIN
CONCRETE
CONCRETE
1.00
1.05 1.08
1.04
1.05
1.05 1.04
1.04
1.05
1.14
1.15
1.19
1.00
1.12
1.04
1.13
1.10
1.24
1.16
2.00
1.20
1.17
1.02
TYP.
TYP.
TYP.
TYP.
1.23
TYP.
1.03
1.03
1.06
TYP.
1.01
1.18 TYP.
ARTIFICIAL TURF
ARTIFICIAL TURF
2.01
2.02
2.01
2.01
2.01
2.042.06
2.09 2.09
2.08 2.07
2.05
1.05 TYP.1.05 TYP.
PR
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
L=
4
6
.
0
0
'
R=
3
8
3
.
1
0
'
=
6
°
5
2
'
4
7
"
L
=
4
0
.
0
0
'
R
=
2
4
1
.
7
7
'
=
9
°
2
8
'
4
5
"
127.02'N 58°11'08" W
134.97'
N 60°57'33" W
NOR
T
H
12
.
4
9
'
T
C
12
.
6
2
'
T
C
10.4
8
'
F
S
12.
7
4
'
F
G
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
V
I
A
L
I
D
O
N
O
R
D
EX
I
S
T
I
N
G
B
U
L
K
H
E
A
D
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
12
.
0
1
'
F
G
12.5
0
'
F
G
LOT AREA:
MAX. TOTAL FLOOR AREA CITYWIDE (BUILDABLE x2):
BUILDABLE AREA:
CONDITIONED FLOOR AREA
TOTAL CONDITIONED FLOOR AREA:
UNCONDITIONED AREA
GARAGE:
COVERED PATIO:
REQUIRED OPEN VOLUME AREA (BUILDABLE X15%):
PROVIDED OPEN VOLUME AREA:
SECOND FLOOR CONDITIONED:
SECOND FLOOR BALCONY:
5600 SQ. FT.
4046 SQ. FT.
8092 SQ. FT.
888 SQ. FT.
190 SQ. FT.
606.90 SQ. FT.
3487 SQ. FT.
551 SQ. FT.
658 SQ. FT.
PROPOSED FLOOR AREA
GARAGE:658 SQ. FT.
TOTAL FLOOR AREA:1209 SQ. FT.
SECOND FLOOR COVERED DECK:73 SQ. FT.
551 SQ. FT.
EXTERIOR STAIRS 76 SQ. FT.
SECOND FLOOR CONDITIONED:551 SQ. FT.
EXISTING DOCK TO BE REPAIRED 462 SQ. FT.
SITE PLAN
A1.1
PROPOSED SITE PLAN SCALE: 1/8" = 1'-0"1
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
1
.
1
P
r
o
p
o
s
e
d
S
i
t
e
P
l
a
n
.
d
w
g
A1.1 Proposed Site Plan
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
1
.
1
P
r
o
p
o
s
e
d
S
i
t
e
P
l
a
n
.
d
w
g
A1.1 Proposed Site Plan
(E) SITE KEYNOTES SITE PLAN LEGEND(N) SITE KEYNOTES SQUARE FOOTAGE
-PROPERTY LINE
-EXISTING 72" STUCCO WALL
TO REMAIN
-2-STORY SINGLE FAMILY RESIDENCE
-CONCRETE
-6 FT. GATE
-6 FT. STUCCO BLOCK WALL, NOTE: MAXIMUM OF FT. MEASURED FROM EXISTING GRADE
-
2.00
2.01
2.02
2.03
2.04
-
-
-
NEIGHBORING RESIDENCE TO REMAIN1.00
1.01
1.02
-SETBACK
-
-
-
2.05
2.06
2.07
GAS METER
DECK ABOVE BULKHEAD
-1.03
PROPERTY LINE
ELECTRICAL SERVICE METER
-2.08
-1.04
SETBACK-1.05
CONCRETE DRIVEWAY TO REMAIN-1.06
STUCCO BLOCK WALL TO BE REMOVED-1.07
72" WHITE STUCCO PROPERTY WALL TO REMAIN-1.08
NOT USED-1.09
WATER METER TO REMAIN-1.10
NOT USED-1.11
WOOD DECK TO BE REPAIRED, (SEPARATE PERMIT)-1.12
BAY-1.13
STREET CURB TO REMAIN-1.14
FLOWLINE TO REMAIN-1.15
CONCRETE CURB-CUT TO REMAIN
-1.16
-2.09
BULKHEAD TO REMAIN
SANDY BEACH BELOW TO REMAIN
PIERS UNDER DECK TO REMAIN
-1.17 LIGHT POLE TO REMAIN
ARTIFICIAL TURF-
CONCRETE-
LINE OF WALL ABOVE
LINE OF BALCONY ABOVE
CONCRETE WALKWAY TO REMAIN-1.18
WATER VALVE TO REMAIN-1.19
-1.20 6" CAST IRON PIPE TO REMAIN
-1.21 NOT USED
ARTIFICIAL TURF TO REMAIN-1.22
NEIGHBORING BULKHEAD TO REMAIN-1.23
-1.24 DOCK TO BE REPAIRED (SEPARATE PERMIT)
TRASH BIN
WOOD DECK-
PROPOSED
PR
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
L=
4
6
.
0
0
'
R=
3
8
3
.
1
0
'
=
6
°
5
2
'
4
7
"
L=
4
0
.
0
0
'
R
=
2
4
1
.
7
7
'
=
9
°
2
8
'
4
5
"
127.02'N 58°11'08" W
134.97'
N 60°57'33" W
NOR
T
H
12.
4
9
'
T
C
12.6
2
'
T
C
10.4
8
'
F
S
12
.
7
4
'
F
G
4'-0"
PUBLIC
UTILITY
EASEMENT/
SETBACK
4'-
0
"
SE
T
B
A
C
K
10'-0"
WATER SIDE SETBACK
4'
-
0
"
SE
T
B
A
C
K
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
V
I
A
L
I
D
O
N
O
R
D
EX
I
S
T
I
N
G
B
U
L
K
H
E
A
D
SE
T
B
A
C
K
SETBACK
SE
T
B
A
C
K
SETBACK
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
12
.
0
1
'
F
G
12
.
5
0
'
F
G
BULKHEAD
SETBACK
98'-4"
10'-6"±
(10'-0" MIN. FROM BUILDING TO BULKHEAD PER CITY)
97'-3 7/8"
42'-11 1/8"54'-4 3/4"
20'-0"
1'-7"
22'-1 1/4"
6 1/8"
76'-2 3/4"
31
'
-
8
3
/
4
"
7"
7"
22'-2"22'-2"22'-2"9'-8 1/2"
COVERED PATIO
2-CAR GARAGE
31
'
-
8
3
/
4
"
23
'
-
6
3
/
4
"
8'-
2
"
8'-
2
"
20'-0"
4'-
0
5
/
8
"
4'
-
0
5
/
8
"
7"
36'-9 1/2"±
FSD
SLOPE 1% TO DRAIN
48"
36
"
LINE OF STRUCTURE
ABOVE
LINE OF STRUCTURE
ABOVE
LINE OF BALCONY
ABOVE
LINE OF
STRUCTURE
BELOW
30"
36
"
SLOPE 2%
TO DRAIN
30
'
-
6
3
/
4
"
1'
-
5
3
/
8
"
ARTIFICIAL TURF
CONCRETE WALKWAY
TWH
10'-2"±
TO BULKHEAD3'-
6
"
7"
20
'
-
0
3
/
4
"
26'-4 11/128"11'-2 37/64"
4'
-
0
3
/
4
"
4'-1 1/2"25'-4 1/4"
5'
-
2
1
/
2
"
18
'
-
7
3
/
8
"
LINE OF BALCONY
ABOVE
ARTIFICIAL TURF
ARTIFICIAL TURF
ARTIFICIAL TURF
TYP.
1.01 TYP.
1.23 1.20
1.13 1.141.19
1.18
1.22 TYP.
1.21
1.22
1.021.02 1.021.01
1.24 1.241.24
1'-7 3/4"
1'
-
1
1
1
/
2
"
UP 21R
@ 7.68"/R
3'-0"8'-4"3'-0"7'-6"
3'-
6
"
4" CONC.
SLAB
LINE OF STRUCTURE
ABOVE
LINE OF STRUCTURE
ABOVE
1.04 1.05
SLOPE 1% TO DRAIN28
'
-
1
0
"
28
'
-
9
3
/
4
"
EX
I
S
T
I
N
G
D
R
I
V
E
W
A
Y
A
P
P
R
O
A
C
H
T
O
R
E
M
A
I
N
2.5"
20'X20' CLR.
EXISTING DRIVEWAY
EXISTING DRIVEWAY
CONCRETE
CONCRETE
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
2
.
1
F
i
r
s
t
F
l
o
o
r
P
l
a
n
.
d
w
g
A2.1 First Floor Plan
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
2
.
1
F
i
r
s
t
F
l
o
o
r
P
l
a
n
.
d
w
g
A2.1 First Floor Plan
FIRST FLOOR PLAN
A2.1
FIRST FLOOR PLAN SCALE: 1/4" = 1'-0"1
WALL LEGEND:
NEW 2X4 WALLS
NEW 2X6 WALLS
FLOOR PLAN KEYNOTES:
1.00
PLAN NOTES: SYMBOL LEGEND:
*
- ELEVATION / SECTION CALLOUT
- KEYNOTE
- DETAIL CALLOUT
- INTERIOR ELEVATION CALLOUT
- DOOR CALLOUT
- WINDOW CALLOUT
- EGRESS WINDOW
1
AD.1
1
A3.0
1
A5.0
A
B
C
D
1.00
A
1
-
SIZE / TYPE
SIZE / TYPE
- NEW DOOR
- EXISTING DOOR
- NEW WINDOW
- EXIST. WINDOW
- REFER TO EXIST.
- PLAN FOR SIZE
- REFER TO EXIST.
- PLAN FOR SIZE
- TEMPERED GLASS
1.01
1.02
SINGLE 2x4 STUD FRAMED WALL
WINDOW
DOOR1.03
1.04
1.05
1.06
1.07
1.08
1.09
1.10
1.11
1.12
1.13
1.18
1.19
SHELF AND POLE
NOT USED
SINK W/ GARBAGE DISPOSAL
1.14
1.15
1.16
1.17
SINGLE 2x6 STUD FRAMED WALL
LOWER CABINETS
30" COOK TOP
30" REFRIGERATOR
1.20
1.21
1.22
1.23
1.24
SHOWER
WATER CLOSET
LAVATORY SINK
DRYER
METAL STAIRS W/ 36" CABLE HANDRAILS
CABLE STAIR RAILING
WASHER
TANKLESS WATER HEATER
ELECTRICAL SERVICE PANEL
GAS METER
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
ALL BEDROOMS, BASEMENTS OR ROOMS USED FOR
SLEEPING SHALL HAVE EMERGENCY RESCUE WINDOWS
OR DOORS.
A.MIN. NET CLEAR OPENING OF 5.7 SQ. FT.
B.MIN. NET CLEAR OPENING WIDTH OF 20".
C.MIN. NET CLEAR HEIGHT OF 24".
D.WINDOW SILL HEIGHT OF NOT MORE THAN 44" ABOVE
THE FLOOR.
1.ALL WORK PERFORMED ON THIS PROJECT SHALL BE IN
CONFORMANCE WITH THESE PLANS AND THE STANDARDS
SET BY THE LOCAL BUILDING OFFICIAL.
2.SMOKE DETECTORS SHALL BE INTERCONNECTED TO
SOUND AN ALARM IN ALL SLEEPING AREAS OF THE
DWELLING; BE INSTALLED IN EACH SLEEPING ROOM AND IN
THE CORRIDOR OR AREA GIVING ACCESS TO EACH
SEPARATE SLEEPING AREA AND BE EQUIPPED WITH A
BATTERY BACKUP AS PER CBC SECTION 310.9.1.
3.PROVIDE COMBUSTION AIR TO FORCED AIR UNIT PER CMC
SECTION 318 AND TO WATER HEATER PER CPC SECTION
507.3.
4.DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL
COMPLY WITH CMC SECTION 504.3.
5.ALL DIMENSIONS ARE TO FACE OF STUD OR CONCRETE
UNLESS NOTED OTHERWISE.
6.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY
ROOMS MUST CONNECT DIRECTLY TO THE OUTSIDE AND
MUST PROVIDE 5 AIR CHANGES PER HOUR. CBC SECTION
1203.3.
7.REFER TO DOOR AND WINDOW SCHEDULE FOR
ADDITIONAL INFORMATION
8.WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO
RESIST HORIZONTAL MOVEMENT IN ACCORDANCE WITH
CPC SECTION 510.5.
9.WALL COVERING OF SHOWERS OR TUBS WITHIN SHOWERS
SHALL BE OF A CEMENT PLASTER, TILE, OR APPROVED
EQUAL, TO A HEIGHT OF NOT LESS THAN 72" ABOVE DRAIN
INLET. CEMENT PLASTER BACKING TO BE PROVIDED.
10.STUDS SUPPORTING TWO FLOORS, CEILING, AND ROOF
MUST BE 3X4 OR 2X6 AT 16" ON CENTER. CRC TABLE
R602.3.(5)
11.EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL
HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7
SQUARE FEET (0.530 M2). THE NET CLEAR OPENING
DIMENSIONS REQUIRED BY THIS SECTION SHALL BE
OBTAINED BY THE NORMAL OPERATION OF THE
EMERGENCY ESCAPE AND RESCUE OPENING FROM THE
INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT
LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR
WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM).
EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS
SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5
SQUARE FEET (0.465 M2).
12. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44
INCHES (1118 MM) SHALL BE EQUIPPED WITH A PERMANENTLY
AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY
OPEN POSITION. LADDERS OR STEPS REQUIRED BY
THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS
R311.7 AND R311.8. LADDERS OR RUNGS SHALL HAVE AN INSIDE
WIDTH OF NOT LESS THAN 12 INCHES (305 MM), SHALL PROJECT NOT
LESS THAN 3 INCHES (76 MM) FROM THE WALL AND SHALL BE SPACED
NOT MORE THAN 18 INCHES (457 MM) ON CENTER VERTICALLY FOR
THE FULL HEIGHT OF THE WINDOW WELL.
13. GARAGE FLOOR SURFACES SHALL BE OF AN APPROVED
NONCOMBUSTIBLE MATERIAL, AND THE AREA USED TO
PARK VEHICLES SHALL BE SLOPED TO A DRAIN OR
TOWARD THE MAIN VEHICLE ENTRY (R309.1).
14. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED BY NO LESS THAN 58 INCH TYPE X GYPSUM
BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING.
PROVIDE MINIMUM 1
2 INCH GYPSUM BOARD ON THE
GARAGE SIDES ELSEWHERE.SEE GN.7
15. CBC 708A.4 GARAGE DOOR PERIMETER GAP WEATHER
STRIPPING. EXTERIOR GARAGE DOORS SHALL RESIST THE
INTRUSION OF EMBERS FROM ENTERING BY PREVENTING
GAPS BETWEEN DOORS AND DOOR OPENINGS, AT THE
BOTTOM, SIDES AND TOPS OF DOORS, FROM EXCEEDING
1/8 INCH. GAPS BETWEEN DOORS AND DOOR OPENINGS
SHALL BE CONTROLLED BY ONE OF THE METHODS LISTED
IN THIS SECTION.
TRASH BIN
STRUCTURAL COLUMN, REFER TO STRUCTURAL PLANS
42" CABLE RAILING
T
30'x18' SECTIONAL GARAGE DOOR
30'x18' ROLLUP GARAGE DOOR
PR
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
L=
4
6
.
0
0
'
R=
3
8
3
.
1
0
'
=
6
°
5
2
'
4
7
"
L
=
4
0
.
0
0
'
R
=
2
4
1
.
7
7
'
=
9
°
2
8
'
4
5
"
127.02'N 58°11'08" W
134.97'
N 60°57'33" W
NOR
T
H
4'-0"
PUBLIC
UTILITY
EASEMENT/
SETBACK
4'
-
0
"
SE
T
B
A
C
K
10'-0"
WATER SIDE SETBACK
4'-
0
"
SE
T
B
A
C
K
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
V
I
A
L
I
D
O
N
O
R
D
EX
I
S
T
I
N
G
B
U
L
K
H
E
A
D
SE
T
B
A
C
K
SETBACK
SE
T
B
A
C
K
SETBACK
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
BULKHEAD
SETBACK
TYP.
1.01
1.23 1.23
1.25
1.25
1.021.02 1.021.01
TYP.1.01 TYP.
1.01
TYP.
1.021.02 1.02
1.02
1.03
1.06 TYP.
1.06 TYP.
1.03
31
'
-
8
3
/
4
"
98'-3"
76'-2"
1'-6 1/8"
98'-3"
22'-0 1/4"
1'-6 1/8"20'-0"6 1/8"10'-0"7"
8'-10 3/4"
31
'
-
8
3
/
4
"
7"
30
'
-
0
"
21'-9 1/8"
8'-
2
"
67'-4 1/8"
4'
-
0
5
/
8
"
22'-1 1/8"
7"
6 1/8"
4'
-
2
1
/
2
"
±
15'-4"±
1/4:12 TYP.
7"
OPEN TO BELOW
VAULTED
BED 1
VAULTED
BED 2
VAULTED
KIT./ LIVING RM.
VAULTED
20'-0"54'-4 3/4"
@ 7.68"/R
6'
-
1
1
"
7
3
/
4
"
3'
-
6
"
11
'
-
8
"
3'-0"4'-0"
6'-
6
"
30
'
-
6
3
/
4
"
19
'
-
5
3
/
4
"
8'-0"
3'
-
6
"
7'
-
0
"
BALCONY
COVERED DECK
3
3
/
8
"
3
3
/
8
"
2'-0"
6 3/4"4 3/4"
20'-0"
6 3/4"6 3/4"
4'-0"
2'-0"
6 3/4"4 3/4"
2'-0"11'-2 1/2"10'-0"
4'-0"
3'-0"8'-4"3'-0"7'-6"
4'-0"4'-0"2'-0"
CL
O
S
E
T
SHOWER
DW
R
S
SHOWER DWRS
DWRS
BATH 1
VAULTED
BATH 2
VAULTED
CL
O
S
E
T
6'-8" @ T.O.PLATE
3'-0"4'-0"
1/
4
:
1
2
T
Y
P
.
7
1
/
4
"
7"
4
3
/
4
"
3'-
7
1
/
4
"
4
3
/
4
"
3'-
7
1
/
4
"
12'-0"
2'
-
0
"
DN 21R
1.03 1.03
1.03 1.03
1.03
1.03
1.02
1.02 1.02 1.02 1.02
1.15 1.151.16 1.161.071.07 1.06 1.081.17
1.17
1.09
1.01 TYP.
1.111.121.08
1.04
1.02
LINE OF ROOF ABOVE
1.00 TYP.1.00 TYP.
1 1 1
1 1 1
4 2A 2A 3 2B 2A 2A4 5
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
2
.
2
S
e
c
o
n
d
F
l
o
o
r
P
l
a
n
.
d
w
g
A2.2 Second Floor Plan
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
2
.
2
S
e
c
o
n
d
F
l
o
o
r
P
l
a
n
.
d
w
g
A2.2 Second Floor Plan
SECOND FLOOR PLAN
A2.2
SECOND FLOOR PLAN SCALE: 1/4" = 1'-0"1
WALL LEGEND:
NEW 2X4 WALLS
NEW 2X6 WALLS
FLOOR PLAN KEYNOTES:
1.00
PLAN NOTES: SYMBOL LEGEND:
*
- ELEVATION / SECTION CALLOUT
- KEYNOTE
- DETAIL CALLOUT
- INTERIOR ELEVATION CALLOUT
- DOOR CALLOUT
- WINDOW CALLOUT
- EGRESS WINDOW
1
AD.1
1
A3.0
1
A5.0
A
B
C
D
1.00
A
1
-
SIZE / TYPE
SIZE / TYPE
- NEW DOOR
- EXISTING DOOR
- NEW WINDOW
- EXIST. WINDOW
- REFER TO EXIST.
- PLAN FOR SIZE
- REFER TO EXIST.
- PLAN FOR SIZE
- TEMPERED GLASS
1.01
1.02
SINGLE 2x4 STUD FRAMED WALL
WINDOW
DOOR1.03
1.04
1.05
1.06
1.07
1.08
1.09
1.10
1.11
1.12
1.13
1.18
1.19
SHELF AND POLE
NOT USED
SINK W/ GARBAGE DISPOSAL
1.14
1.15
1.16
1.17
SINGLE 2x6 STUD FRAMED WALL
LOWER CABINETS
30" COOK TOP
30" REFRIGERATOR
1.20
1.21
1.22
1.23
1.24
SHOWER
WATER CLOSET
LAVATORY SINK
DRYER
METAL STAIRS W/ 36" CABLE HANDRAILS
CABLE STAIR RAILING
WASHER
TANKLESS WATER HEATER
ELECTRICAL SERVICE PANEL
GAS METER
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
ALL BEDROOMS, BASEMENTS OR ROOMS USED FOR
SLEEPING SHALL HAVE EMERGENCY RESCUE WINDOWS
OR DOORS.
A.MIN. NET CLEAR OPENING OF 5.7 SQ. FT.
B.MIN. NET CLEAR OPENING WIDTH OF 20".
C.MIN. NET CLEAR HEIGHT OF 24".
D.WINDOW SILL HEIGHT OF NOT MORE THAN 44" ABOVE
THE FLOOR.
1.ALL WORK PERFORMED ON THIS PROJECT SHALL BE IN
CONFORMANCE WITH THESE PLANS AND THE STANDARDS
SET BY THE LOCAL BUILDING OFFICIAL.
2.SMOKE DETECTORS SHALL BE INTERCONNECTED TO
SOUND AN ALARM IN ALL SLEEPING AREAS OF THE
DWELLING; BE INSTALLED IN EACH SLEEPING ROOM AND IN
THE CORRIDOR OR AREA GIVING ACCESS TO EACH
SEPARATE SLEEPING AREA AND BE EQUIPPED WITH A
BATTERY BACKUP AS PER CBC SECTION 310.9.1.
3.PROVIDE COMBUSTION AIR TO FORCED AIR UNIT PER CMC
SECTION 318 AND TO WATER HEATER PER CPC SECTION
507.3.
4.DOMESTIC DRYER MOISTURE EXHAUST DUCTS SHALL
COMPLY WITH CMC SECTION 504.3.
5.ALL DIMENSIONS ARE TO FACE OF STUD OR CONCRETE
UNLESS NOTED OTHERWISE.
6.EXHAUST FANS REQUIRED IN BATH AND/OR LAUNDRY
ROOMS MUST CONNECT DIRECTLY TO THE OUTSIDE AND
MUST PROVIDE 5 AIR CHANGES PER HOUR. CBC SECTION
1203.3.
7.REFER TO DOOR AND WINDOW SCHEDULE FOR
ADDITIONAL INFORMATION
8.WATER HEATERS SHALL BE ANCHORED OR STRAPPED TO
RESIST HORIZONTAL MOVEMENT IN ACCORDANCE WITH
CPC SECTION 510.5.
9.WALL COVERING OF SHOWERS OR TUBS WITHIN SHOWERS
SHALL BE OF A CEMENT PLASTER, TILE, OR APPROVED
EQUAL, TO A HEIGHT OF NOT LESS THAN 72" ABOVE DRAIN
INLET. CEMENT PLASTER BACKING TO BE PROVIDED.
10.STUDS SUPPORTING TWO FLOORS, CEILING, AND ROOF
MUST BE 3X4 OR 2X6 AT 16" ON CENTER. CRC TABLE
R602.3.(5)
11.EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL
HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7
SQUARE FEET (0.530 M2). THE NET CLEAR OPENING
DIMENSIONS REQUIRED BY THIS SECTION SHALL BE
OBTAINED BY THE NORMAL OPERATION OF THE
EMERGENCY ESCAPE AND RESCUE OPENING FROM THE
INSIDE. THE NET CLEAR HEIGHT OPENING SHALL BE NOT
LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR
WIDTH SHALL BE NOT LESS THAN 20 INCHES (508 MM).
EXCEPTION: GRADE FLOOR OR BELOW GRADE OPENINGS
SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5
SQUARE FEET (0.465 M2).
12. WINDOW WELLS WITH A VERTICAL DEPTH GREATER THAN 44
INCHES (1118 MM) SHALL BE EQUIPPED WITH A PERMANENTLY
AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULLY
OPEN POSITION. LADDERS OR STEPS REQUIRED BY
THIS SECTION SHALL NOT BE REQUIRED TO COMPLY WITH SECTIONS
R311.7 AND R311.8. LADDERS OR RUNGS SHALL HAVE AN INSIDE
WIDTH OF NOT LESS THAN 12 INCHES (305 MM), SHALL PROJECT NOT
LESS THAN 3 INCHES (76 MM) FROM THE WALL AND SHALL BE SPACED
NOT MORE THAN 18 INCHES (457 MM) ON CENTER VERTICALLY FOR
THE FULL HEIGHT OF THE WINDOW WELL.
13. GARAGE FLOOR SURFACES SHALL BE OF AN APPROVED
NONCOMBUSTIBLE MATERIAL, AND THE AREA USED TO
PARK VEHICLES SHALL BE SLOPED TO A DRAIN OR
TOWARD THE MAIN VEHICLE ENTRY (R309.1).
14. GARAGES BENEATH HABITABLE ROOMS SHALL BE
SEPARATED BY NO LESS THAN 58 INCH TYPE X GYPSUM
BOARD APPLIED TO THE UNDERSIDE OF FLOOR FRAMING.
PROVIDE MINIMUM 1
2 INCH GYPSUM BOARD ON THE
GARAGE SIDES ELSEWHERE.SEE GN.7
15. CBC 708A.4 GARAGE DOOR PERIMETER GAP WEATHER
STRIPPING. EXTERIOR GARAGE DOORS SHALL RESIST THE
INTRUSION OF EMBERS FROM ENTERING BY PREVENTING
GAPS BETWEEN DOORS AND DOOR OPENINGS, AT THE
BOTTOM, SIDES AND TOPS OF DOORS, FROM EXCEEDING
1/8 INCH. GAPS BETWEEN DOORS AND DOOR OPENINGS
SHALL BE CONTROLLED BY ONE OF THE METHODS LISTED
IN THIS SECTION.
TRASH BIN
STRUCTURAL COLUMN, REFER TO STRUCTURAL PLANS
42" CABLE RAILING
T
30'x18' SECTIONAL GARAGE DOOR
30'x18' ROLLUP GARAGE DOOR
PR
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
L=
4
6
.
0
0
'
R=
3
8
3
.
1
0
'
=
6
°
5
2
'
4
7
"
L=
4
0
.
0
0
'
R
=
2
4
1
.
7
7
'
=
9
°
2
8
'
4
5
"
127.02'N 58°11'08" W
134.97'
N 60°57'33" W
NOR
T
H
4'-0"
PUBLIC
UTILITY
EASEMENT/
SETBACK
4'-
0
"
SE
T
B
A
C
K
10'-0"
WATER SIDE SETBACK
4'
-
0
"
SE
T
B
A
C
K
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
V
I
A
L
I
D
O
N
O
R
D
EX
I
S
T
I
N
G
B
U
L
K
H
E
A
D
SE
T
B
A
C
K
SETBACK
SE
T
B
A
C
K
SETBACK
GHBORING BULKHEAD
BULKHEAD
SETBACK
3:12 TYP.
3:
1
2
T
Y
P
.
3:
1
2
T
Y
P
.
RIDGE
3:
1
2
T
Y
P
.
8"
76'-0 7/8"
5"11'-1"
31
'
-
8
3
/
4
"
22'-2"
5"
5"
5"
5"
8'-
2
"
9'-
3
"
76'-1 7/8"23'-0"
32
'
-
6
3
/
4
"
5"
23'-0"76'-0 7/8"
FLAT
1.02
SHINGLES:
ROOFING NOTE PER ESR-3267:
4.1.1 GENERAL:
WHEN INSTALLED ON NEW CONSTRUCTION IN ACCORDANCE WITH THIS SECTION, THE
SHINGLES ARE A CLASS A ROOF COVERING. THE SHINGLES, UNDERLAYMENT AND
FLASHINGS MUST BE ACCORDANCE WITH IBC SECTION 1507.2 OR IRC SECTION R905.2
EXCEPT AS NOTED IN THIS REPORT. THE SHINGLES MUST BE INSTALLED OVER ROOF
DECKS OF CODE-COMPLYING, MINIMUM 3/8-INCH-THICK (9.5 MM) EXTERIOR-GRADE
PLYWOOD; 7/16-INCH-THICK (11.1 MM) ORIENTED STRAND BOARD (OSB); OR NOMINALLY
1-INCH-BY-6-INCH LUMBER INSTALLED AS SOLID SHEATHING CONFORMING TO 2018 AND
2015 IBC SECTIONS 2304.8.2 OR 2308.7.10 (2012, 2009, AND 2006 IBC SECTION 2304.7.2 OR
2308.10.8) OR IRC SECTION R803, AS APPLICABLE, AND UNDERLAYMENT IN ACCORDANCE
WITH SECTIONS 3.3 AND 4.1.2.4. MINIMUM ROOF SLOPE MUST BE 2:12 (16.7 PERCENT),
EXCEPT FOR GLENWOOD SHINGLE THAT MUST BE INSTALLED ON ROOFS WITH A MINIMUM
SLOPE OF 3:12 (25-PERCENT)
8'-11 1/4"±
3'-
8
1
/
2
"
±
4'-
9
7
/
8
"
±
3'-
7
5
/
8
"
3'-7 7/8"±
3'-
7
5
/
8
"
24'-11"±11'-6"
5"
8'-10 5/8"
8"
22
'
-
1
0
3
/
4
"
99'-1 7/8"
2'
-
1
0
"
TYP.
CLASS "A"
1.01 TYP.1.02 TYP.
1.00 TYP.
1.00 TYP.
1.00
TYP.
1.05 TYP.
LINE OF BALCONY BELOW
RI
D
G
E
V
A
L
L
E
Y
FLAT
5"66'-10 1/4"
1.021.02
5"
1
AD.2
1
AD.2
5
AD.2
TYP.
TYP.TYP.
5
AD.2 TYP.4
AD.2
2
AD.2
28
'
-
9
3
/
4
"
EX
I
S
T
I
N
G
D
R
I
V
E
W
A
Y
A
P
P
R
O
A
C
H
T
O
R
E
M
A
I
N
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
3
.
1
R
o
o
f
P
l
a
n
.
d
w
g
A3.1 Roof Plan
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
3
.
1
R
o
o
f
P
l
a
n
.
d
w
g
A3.1 Roof Plan
ROOF PLAN
A3.1
ROOF PLAN SCALE: 1/4" = 1'-0"1
ROOF NOTES: ROOF KEYNOTES: SYMBOL LEGEND:
LINE OF HOUSE BELOW
(N) BALCONY BELOW, REFER TO SECOND FLOOR PLAN
(N) BORAL STONE MOUNTAIN BLEND, LIGHTWEIGHT
CONCRETE, PER ESR 1647 AND/OR UES ER_0412
ATTIC VENT CALCULATION:
- ELEVATION / SECTION CALLOUT
- DETAIL CALLOUT
- INDICATES ROOF SLOPE
1
A4.0
5:12 TYP.
1
AD.1
- INDICATES O'HAGIN ROOF CLOAKED VENT
ATTIC AREA = 93932.169 SQUARE IN. (652.30673 SQUARE FT.),
PERIMETER = 102'-6 75/128
VENT CALCULATION: 652.30673 S.F./300 = 2.174 S.F.
2.174 S.F. X 144 S.I. = 313.107 S.I.
VENT REQUIRED (HIGH): .5 X 313.107 S.I.= 156.553 S.I.
VENT PROVIDED (HIGH): 2 VENTS X 98.75 S.I. EA.= 197.5 S.I.
VENT REQUIRED (LOW) REMAINDER: 313.107 S.I.- 197.5 S.I. = 115.607 S.I.
VENT PROVIDED (LOW):
2 VENTS X 98.75 S.I. EA.= 197.5 S.I.
ATTIC AREA
NOTE: ALL ROOF SHALL BE FIRE-RETARDANT ROOF COVERING,
*MINIMUM CLASS "B" OR NON-COMBUSTIBLE ROOF COVERING.
NOTES:
1. INSTALL 2 LAYERS 30# ROOFING FELT
2. INSTALL A SLATE TILE ROOF
PER MANUFACTURERS SPECIFICATIONS.
3. RIDGE WILL RECEIVE SLATE RIDGE TILES
4. INSTALL 26 GA. GALVANIZED METAL: PIPE FLASHING, Z-BAR,
ROOF TO WALL, SADDLE, DRIP EDGE AND GRAVEL GUARD.
5. INSTALL TWO-PLY TORCH DOWN ROOFING SYSTEM AT LOW SLOPE
ROOF AREA(S).
6. ALL PIPES AND VENTS WILL BE SEALED WITH POLYURETHANE
CAULK AND PAINTED TO MATCH THE ROOF.
7. INSTALL CORROSION-RESISTANT INTEGRATED RAIN GUTTERS AT EDGE
OF SLOPED ROOF. VERIFY LOCATION w/ OWNER.
8. PROVIDE ROOF DRAINS AND OVERFLOW. OVERFLOW TO BE PIPED
SEPARATELY. R903.4.1
9. INSTALL CONNECTED CORROSION-RESISTANT DRAIN PIPE(S) WITHIN
WALL CAVITY (USE DWV DIRECTIONAL DRAINAGE FITTINGS)
CPC 1101.4 AND 706.0. - VERIFY LOCATION w/ OWNER.
10. INSTALL CORROSION-RESISTANT METAL VALLEY FLASHING.
11. * CLASS "A" ROOFING REQUIRED WHERE EMERGENCY EGRESS
OPENINGS EXIT ONTO ROOF OR DECK UP TO 5'-0" TO YARD/COURT.
WILL REQUIRE 58" TYPE "X" GYP. BD. AT UNDERSIDE OF CONSTRUCTION.
SPACE FOR FUTURE SOLAR PANELS
1.00
1.01
1.02
1.03
(N) DOWNSPOUT1.04
(N) COPPER ROOF GUTTER1.05
1.06 (N) BORAL STONE MOUNTAIN BLEND, LIGHTWEIGHT
CONCRETE ROOFING
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
3
.
1
R
o
o
f
P
l
a
n
.
d
w
g
A3.1 Roof Plan
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
3
.
1
R
o
o
f
P
l
a
n
.
d
w
g
A3.1 Roof Plan
DOOR SPECS
A5.2
DOOR SPECS 1
FINISHES 2
PR
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
L=
4
6
.
0
0
'
R=
3
8
3
.
1
0
'
=
6
°
5
2
'
4
7
"
L
=
4
0
.
0
0
'
R
=
2
4
1
.
7
7
'
=
9
°
2
8
'
4
5
"
127.02'N 58°11'08" W
134.97'
N 60°57'33" W
NOR
T
H
12
.
4
9
'
T
C
12
.
6
2
'
T
C
10
.
4
8
'
F
S
12.
7
4
'
F
G
4'-0"
PUBLIC
UTILITY
EASEMENT/
SETBACK
4'
-
0
"
SE
T
B
A
C
K
10'-0"
WATER SIDE SETBACK
4'
-
0
"
SE
T
B
A
C
K
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
V
I
A
L
I
D
O
N
O
R
D
EX
I
S
T
I
N
G
B
U
L
K
H
E
A
D
SE
T
B
A
C
K
SETBACK
SE
T
B
A
C
K
SETBACK
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
12.
0
1
'
F
G
12.5
0
'
F
G
BULKHEAD
SETBACK
COVERED PATIO
2-CAR GARAGE
48"
36
"30"
36
"
WP
22
0
EV
WP WP
WP WPWP
WP WPWP
+84"
(PS/M)
+84"
(PS/M)
+84"
(PS/M)
+84"
(PS/M)
3
3
WP
WP
WP
TWH.
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
4
.
2
F
i
r
s
t
F
l
o
o
r
U
t
i
l
i
t
y
P
l
a
n
.
d
w
g
A4.2 First Floor Utility Plan
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
4
.
2
F
i
r
s
t
F
l
o
o
r
U
t
i
l
i
t
y
P
l
a
n
.
d
w
g
A4.2 First Floor Utility Plan
UTILITY PLAN
A4.2
FIRST FLOOR UTILITY PLAN SCALE: 1/4" = 1'-0"1
ELECTRICAL NOTES:
ELECTRIC BASEBOARD HEATER
CEILING FAN
GENERAL ELECTRICAL
SMOKE DETECTOR HARD-WIRED INTO ELECTRICAL
(WITH A 10-YEAR LIFE BACKUP BATTERY. DETECTORS SHALL
OUTLETS
220V OUTLET
110 V CONV DUPLEX OUTLET
110 V CONV DUPLEX OUTLET - HALF HOT
SWITCHES
SWITCH
DIMMER SWITCH
4-WAY SWITCH
3-WAY SWITCH
CLIMATE CONTROL
DATA CABLE
FLOOR OUTLET
JUNCTION BOXJ
INTERRUPTED DUPLEX OUTLET
GROUND FAULT INTERRUPTED DUPLEX OUTLET
WEATHERPROOF GROUND FAULT
V
WALL-HUNG LIGHT FIXTURE
LIGHTING/EXHAUST FANS
RECESSED HIGH-EFFICACY LIGHT FIXTURE
F
DRYER VENT
VAPOR-PROOF RECESSED LIGHT FIXTURE
ELECTRICAL LEGEND:
220
D
GFI
WP
S.D.
3
4
D
WALL-MOUNT MULTI-LIGHT FIXTURE
C.M.
CARBON MONOXIDE SENSOR HARD-WIRED INTO
HE
VS VACANCY SENSOR SWITCH, TYP.
BATHROOM DRAWER POWER STRIP
CONVENIENCE
TV OR PHONE
CABINET
WALL FIXTURE
SWITCH
CONVENIENCE
OUTLET
NO SCALE
TYP. INSTALLATION HEIGHT
UNLESS OTHERWISE NOTED
82
"
A
T
B
A
T
H
46
"
A
T
S
T
A
N
D
.
38
"
T
Y
P
.
IN
S
P
L
A
S
H
43
"
A
T
B
A
T
H
49
"
A
T
K
I
T
.
/
U
T
I
L
.
49
"
A
T
G
A
R
A
G
E
48
"
A
T
P
A
T
I
O
72
"
UNLESS OTHERWISE NOTED
72
"
PO
L
E
H
E
I
G
H
T
12"
MIN. SHELF
6"12"
24"
1.
PROVIDE 2" CLEAR FROM STORAGE AREA WHEN
INSTALLING INCANDECENT FIXTURES.
2.
EXPOSED BULB FIXTUREA ARE NOT PERMITTED..3.
STORAGE
AREA
CONVENIENCE
TV OR PHONE
CABINET
WALL FIXTURE
SWITCH
CONVENIENCE
OUTLET
NO SCALE
TYP. INSTALLATION HEIGHT
UNLESS OTHERWISE NOTED
18
"
42
"
A
T
D
E
N
49
"
A
T
G
A
R
A
G
E
48
"
A
T
P
A
T
I
O
UNLESS OTHERWISE NOTED
6"12"
1.
PROVIDE 2" CLEAR FROM STORAGE AREA WHEN
INSTALLING INCANDECENT FIXTURES.
2.
EXPOSED BULB FIXTUREA ARE NOT PERMITTED..3.
STORAGE
AREA
SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS)
ELECTRICAL
EXHAUST FAN. 110 CFM BATHS ON A
PROGRAMMABLE TIMER. 400 CFM AT
KITCHEN CRC R303.3
EXHAUST FAN FLUORESCENT LIGHT COMBO -
50 CFM MIN - VENTED TO OUTSIDE AIR.
SWITCHED SEPARATELY FROM LIGHTING.
PHOTO SENSOR & MOTION WALL-HUNG LIGHT FIXTURE
(PS/M)
PROVIDE 6" CLEAR FROM STORAGE AREA WHEN
INSTALLING FLOURECENT OR RECESSED FIXTURES.
NO SCALE
TYP. INSTALLATION CLOSET FIXTURE
NO SCALE
TYP. INSTALLATION CLOSET FIXTURE
HUMIDISTAT
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Tankless water heater. Verify all clearances and installation
requirements per manufacturer's recommendations.
Provide waste drain, hot, and cold water w/ shut-off valves
recessed into wall for washing machine. Provide pan and drain by
Plumber.
All receptacles in bathrooms and all locations within 6'- 0" of sinks
shall be G.F.C.I.. (Per C.E.C. 210-8(A).
Return air grill located in wall, or ceiling. (Verify with plan.)
Provide an approved (non-removable) backflow valve and anti-
siphon device at all hose bibbs. (Provide T-valve for future
landscape sprinkler system.) Verify w/ City.
30"x 30" attic access panel in ceiling, section 1501.2 2019 C.B.C.
22"x30" min. verify w/ FAU manufacturer specification.
Mechanical ventilation for toilet compartments, bath, and laundry
rooms shall be capable of providing 5 air changes per hour per
Section 1203.3 C.B.C.
approval is required prior to installation. Maintain three feet clear
from face of electrical panel to any wall surface or obstruction.
Provide capped fuel gas outlet and shut-off valve.
L.E.D. Fixture. Provide 40 lumens per watt efficiency per T-24.
Provide smoke detector within 12" of the ceiling at this shown
location. Smoke detectors to be inter-connected with each other
and hardwired to a battery back-up system. Smoke detectors
shall sound an audible alarm in all sleeping areas.
21.
22.
Provide one light circuit for each 500 sq. ft. of livable area.
Provide two 20-amp small appliance circuits and one 20-amp
laundry circuit.
23.
24.
25.
26.
27.
28.
Provide two (2) G.F.C.I. water-resistant receptacles minimum on
the outside of building, one in front and back.
It is the applicant's responsibility to provide 'City of Long Beach'
installations of CEC listed features, devices, and equipment, and
to comply with applicable regulations.
29.
30.
31.
32.
33.
34.
40.
Ceiling mounted 'J' box with switch for optional ceiling fan or
ceiling-mounted light fixture.
Fireplace gas valves must be located outside of required hearth
area, but not more than 48".
Existing gas meter to remain. Verify Location.
Provide 1/2 hot receptacle interconnected to switch in shown
location.
Cable television connection in or around designated location.
Telephone jack (PJ) connection in or around designated location.
Broadband connection in or around designated location.
All 15 and 20 ampere branch circuits/outlets to be A.F.C.I. per
CEC 210.12(A)
Thermostat. Provide power and hardwire for future installation or
as required per manufacturer.
Provide combination smoke/carbon monoxide detector per CRC
R314 and R315.
35.
36.
37.
38.
39.
All stairways shall have an illumination level on tread runs of not
less than 1 foot candle (11 LUX) CBC 1205.4
Bathroom exhaust fans (with shower, tub or combination) shall
have humidistat control. Per CGBSC 4.506.1 (1 and 2). ENERGY
STAR compliant.
Recessed lighting in insulated ceiling must meet requirements of
Section 150 (k) 12.
See Detail A (herein) for concrete-encased grounding rod.
See Detail B (ESR) (herein) for proper installation of service meter
(per So Cal Edison).
A 120V electric receptacle shall be located within 3 ft. from water
heater and be accessible to the water heater without obstructions
CENC 150 (n)1A).
Water heater and HVAC units shall be accessible for inspection,
service, repair, and placement without removing permanent
structures. Not less than 30 inches (762 mm) in depth, width, and
height of working space shall be provided. (Section 304.1).
Exterior light fixtures & weatherproof outlets shall be installed per
CEC 410.10(A)&(D) & 406.9.
Receptacles at the front and rear of the home must be within 6
feet 6 inches of grade (and waterproof and GFCI protected). CEC
210.52 E & 210.8 (A).
Whole-house fan: Stealth Pro 3.3 cfm. Per Energy Calcs. Provide
outlet.
Whole-house fan: Stealth Pro 6.5 cfm. Per Energy Calcs. Provide
outlet.
Provide outlet and lights in attics containing F.A.U.
Dimmer-controlled receptacles shall be listed for use.
Electrical panel location to be verified. Edison Company approval is
shall have no other outlets. This circuit may serve more than one
bathroom. CEC 210-11 (c).
GENERAL NOTES
VERIFY LOCATIONS OF SMOKE AND CO ALARMS
Smoke Alarms Exceptions:
In dwelling units where there is no commercial power supply, the smoke alarm may be
solely battery-operated.
In existing dwelling units, a smoke alarm is permitted to be solely battery-operated
where repairs or alterations do not result in the removal of wall and ceiling
finishes if there is no access by means of attic, basement or crawl space.
In existing dwelling units, a smoke alarm is permitted to be solely battery-operated or
plug-in with battery back-up where repairs or alterations are limited to the
exterior surfaces of dwellings, such as the replacement of roofing or siding, or
the addition or replacement of windows or doors, or the addition of a porch or
deck.
In existing dwelling units, a CO alarm is permitted to be solely battery operated
or plug-in with battery back-up where work is limited to installation, alteration
or repair of plumbing or mechanical systems.
Carbon Monoxide Alarms Exceptions:
Where listed wireless alarms are installed and all alarms sound upon activation of one
alarm.
Interconnection is not required in existing dwelling units where repairs do not result in
the removal of wall and ceiling finishes, there is no access by means of attic,
basement or crawl space, and no previous method for interconnection existed.
In existing dwelling units, CO alarms are not required to be interconnected where no
constructionis taking place.
In existing dwelling units, CO alarms are not required to be interconnected where
repairs oralterations are limited to the exterior surfaces of dwellings, such as
the replacement of roofing orsiding, or the addition or replacement of windows
or doors, or the addition of a porch or deck.
In existing dwelling units, CO alarms not required to be interconnected when work is
limited to the installation, alteration or repair of plumbing, mechanical, or
electrical systems
Walls spaced 24" and wider shall have a receptacle every 12 feet.
Minimum (1) 20-amp circuit for bathroom(s) outlet. Such circuit
41.Single- and multiple-station smoke alarms shall be installed in the
following locations (R314.3):
a.In each sleeping room.
b.Outside of each separate sleeping area in the immediate vicinity of
the bedrooms.
c.On each additional story of the dwelling, including basements and
habitable attics, but not including crawl spaces and uninhabitable
attics.
d.Smoke alarms shall be installed not less than 3 feet horizontally
from the door or opening of a bathroom that contains a bathtub or
shower unless this would prevent the placement of a smoke alarm
required by Section R314.3
ALL LIGHTING/FAN FIXTURES LOCATED IN
WET OR DAMP LOCATIONS SHALL BE RATED
FOR THE APPLICATION. (CEC 410.10)
- U.L. APPROVED, ALL LIGHTING/FAN FIXTURES
LOCATED IN WET OR DAMP LOCATIONS SHALL BE
RATED FOR THE APPLICATION. (CEC 410.10)
Receptacles shall not be installed within or directly over a bathtub or
shower stall. (CEC 406.9(C) Light pendants, ceiling fans, lighting tracks,
etc. shall not be located within 3ft horizontally and 8ft vertically above a
shower and/or bathtub threshold. (CEC 410.10(D))
42.
All 15/20 ampere receptacles installed per CEC 210.52 shall
be listed as tamper-resistant receptacles. (CEC 406.12)
*REFER TO NOTE #32 ABOVE
All outlets are to be AFCI.43.
All lights are high efficacy.44.
45.
46.
All receptacles that are required to be GFCI shall be a combination of AFCI, GFCI
(CEC 210.52(E)(1))
All new receptacles in bathroom wet areas or over the counter, shall be a combination
of GFCI and AFCI per 2019 code requirements
HUMIDISTAT
20.FIELD INSPECTORS TO REVIEW AND APPROVE
UNDERGROUND SERVICE REQUIREMENTS PRIOR TO CONCRETE
PLACEMENT.
A.RESIDENTIAL LIGHTING SHALL COMPLY WITH SECTION
150(K) HIGH EFFICACY = 40 LUMENS PER WATT.
B.KITCHEN LIGHTING SHALL BE HIGH-EFFICACY LUMINARIES.
PROVIDE WORKSHEET WS-5R. 50% OF KITCHEN LIGHTING TO
COMPLY. (BASED ON WATTAGE).
C.BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY
ROOMS SHALL BE HIGH-EFFICACY LUMINARIES OR
CONTROLLED BY AN OCCUPANCY SENSOR CERTIFIED TO
COMPLY WITH SECTION 119(D).
D.GENERAL RESIDENTIAL LIGHTING SHALL BE
HIGH-EFFICACY LUMINARIES OR CONTROLLED BY A DIMMER
SWITCH CERTIFIED TO COMPLY WITH SECTION 119(D)
E.RECESSED LUMINARIES INSTALLED IN AN INSULATED
CEILING SHALL BE IC RATED (ZERO CLEARANCE) AND AT RATED
(AIR-TIGHT) AND SHALL BE SEALED AND/OR GASKETED
BETWEEN CEILING AND HOUSING.
F.OUTDOOR LIGHTING SHALL BE HIGH-EFFICACY
LUMINARIES OR CONTROLLED BY A MOTION SENSOR WITH
INTEGRAL PHOTO-CONTROL CERTIFIED TO COMPLY WITH
SECTION 119(D)
G.2-20 AMP. SMALL APPLIANCE CIRCUITS ARE REQUIRED
FOR KITCHEN COUNTERTOPS. THE LOAD SHALL BE BALANCED
AND GFCI PROTECTED. G.A. A.F.C.I. PROTECTION FOR ALL
BEDROOM CIRCUITS PER (2019 CEC SEC. 210.12)
BASEBOARD HEATER THERMOSTAT
FIRST FLOOR
PR
O
P
E
R
T
Y
L
I
N
E
P
R
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINE
PROPERTY LINE
L=
4
6
.
0
0
'
R=
3
8
3
.
1
0
'
=
6
°
5
2
'
4
7
"
L
=
4
0
.
0
0
'
R
=
2
4
1
.
7
7
'
=
9
°
2
8
'
4
5
"
127.02'N 58°11'08" W
134.97'
N 60°57'33" W
NOR
T
H
4'-0"
PUBLIC
UTILITY
EASEMENT/
SETBACK
4'
-
0
"
SE
T
B
A
C
K
10'-0"
WATER SIDE SETBACK
4'
-
0
"
SE
T
B
A
C
K
NE
I
G
H
B
O
R
I
N
G
B
U
L
K
H
E
A
D
V
I
A
L
I
D
O
N
O
R
D
EX
I
S
T
I
N
G
B
U
L
K
H
E
A
D
SE
T
B
A
C
K
SETBACK
SE
T
B
A
C
K
SETBACK
GHBORING BULKHEAD
BULKHEAD
SETBACK
1/4:12 TYP.
1/
4
:
1
2
T
Y
P
.
HE
GF
I
+4
8
"
SM
KIT.
VAULTED
22
0
100 CFM
CW
VS
GFI+48"SM
HE
GFI
HE
V S
110 CFM
USB
MIN. (1) 20A CIRCUIT FOR
BATHROOM RECEPTACLE
OUTLETS (CEC 210.11(C)(3)
GF
I
+4
8
"
SM GF
I
+4
8
"
SM
HE
HE
HE
HE HE HE HEHE
HE
GFI
V S
110 CFM
GF
I
+4
8
"
SM
HE
VS
3
HE
MIN. (1) 20A CIRCUIT FOR
BATHROOM RECEPTACLE
OUTLETS (CEC 210.11(C)(3)
VS 3
VS 3
VS
3
VS 3
VS
3
VS
3
VS 3
WP
PS
+84"
(PS/M)
PS
+84"
(PS/M)
+84"
(PS/M)
+84"
(PS/M)
HE HE
WP WP
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
4
.
3
S
e
c
o
n
d
F
l
o
o
r
U
t
i
l
i
t
y
P
l
a
n
.
d
w
g
A4.3 Second Floor Utility Plan
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
4
.
3
S
e
c
o
n
d
F
l
o
o
r
U
t
i
l
i
t
y
P
l
a
n
.
d
w
g
A4.3 Second Floor Utility Plan
A4.3
SECOND FLOOR UTILITY PLAN SCALE: 1/4" = 1'-0"1
ELECTRICAL NOTES:
ELECTRIC BASEBOARD HEATER
CEILING FAN
GENERAL ELECTRICAL
SMOKE DETECTOR HARD-WIRED INTO ELECTRICAL
(WITH A 10-YEAR LIFE BACKUP BATTERY. DETECTORS SHALL
OUTLETS
220V OUTLET
110 V CONV DUPLEX OUTLET
110 V CONV DUPLEX OUTLET - HALF HOT
SWITCHES
SWITCH
DIMMER SWITCH
4-WAY SWITCH
3-WAY SWITCH
CLIMATE CONTROL
DATA CABLE
FLOOR OUTLET
JUNCTION BOXJ
INTERRUPTED DUPLEX OUTLET
GROUND FAULT INTERRUPTED DUPLEX OUTLET
WEATHERPROOF GROUND FAULT
V
WALL-HUNG LIGHT FIXTURE
LIGHTING/EXHAUST FANS
RECESSED HIGH-EFFICACY LIGHT FIXTURE
F
DRYER VENT
VAPOR-PROOF RECESSED LIGHT FIXTURE
ELECTRICAL LEGEND:
220
D
GFI
WP
S.D.
3
4
D
WALL-MOUNT MULTI-LIGHT FIXTURE
C.M.
CARBON MONOXIDE SENSOR HARD-WIRED INTO
HE
VS VACANCY SENSOR SWITCH, TYP.
BATHROOM DRAWER POWER STRIP
CONVENIENCE
TV OR PHONE
CABINET
WALL FIXTURE
SWITCH
CONVENIENCE
OUTLET
NO SCALE
TYP. INSTALLATION HEIGHT
UNLESS OTHERWISE NOTED
82
"
A
T
B
A
T
H
46
"
A
T
S
T
A
N
D
.
38
"
T
Y
P
.
IN
S
P
L
A
S
H
43
"
A
T
B
A
T
H
49
"
A
T
K
I
T
.
/
U
T
I
L
.
49
"
A
T
G
A
R
A
G
E
48
"
A
T
P
A
T
I
O
72
"
UNLESS OTHERWISE NOTED
72
"
PO
L
E
H
E
I
G
H
T
12"
MIN. SHELF
6"
12"
24"
1.
PROVIDE 2" CLEAR FROM STORAGE AREA WHEN
INSTALLING INCANDECENT FIXTURES.
2.
EXPOSED BULB FIXTUREA ARE NOT PERMITTED..3.
STORAGE
AREA
CONVENIENCE
TV OR PHONE
CABINET
WALL FIXTURE
SWITCH
CONVENIENCE
OUTLET
NO SCALE
TYP. INSTALLATION HEIGHT
UNLESS OTHERWISE NOTED
18
"
42
"
A
T
D
E
N
49
"
A
T
G
A
R
A
G
E
48
"
A
T
P
A
T
I
O
UNLESS OTHERWISE NOTED
6"
12"
1.
PROVIDE 2" CLEAR FROM STORAGE AREA WHEN
INSTALLING INCANDECENT FIXTURES.
2.
EXPOSED BULB FIXTUREA ARE NOT PERMITTED..3.
STORAGE
AREA
SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS)
ELECTRICAL
EXHAUST FAN. 110 CFM BATHS ON A
PROGRAMMABLE TIMER. 400 CFM AT
KITCHEN CRC R303.3
EXHAUST FAN FLUORESCENT LIGHT COMBO -
50 CFM MIN - VENTED TO OUTSIDE AIR.
SWITCHED SEPARATELY FROM LIGHTING.
PHOTO SENSOR & MOTION WALL-HUNG LIGHT FIXTURE
(PS/M)
PROVIDE 6" CLEAR FROM STORAGE AREA WHEN
INSTALLING FLOURECENT OR RECESSED FIXTURES.
NO SCALE
TYP. INSTALLATION CLOSET FIXTURE
NO SCALE
TYP. INSTALLATION CLOSET FIXTURE
HUMIDISTAT
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
20.
Tankless water heater. Verify all clearances and installation
requirements per manufacturer's recommendations.
Provide waste drain, hot, and cold water w/ shut-off valves
recessed into wall for washing machine. Provide pan and drain by
Plumber.
All receptacles in bathrooms and all locations within 6'- 0" of sinks
shall be G.F.C.I.. (Per C.E.C. 210-8(A).
Return air grill located in wall, or ceiling. (Verify with plan.)
Provide an approved (non-removable) backflow valve and anti-
siphon device at all hose bibbs. (Provide T-valve for future
landscape sprinkler system.) Verify w/ City.
30"x 30" attic access panel in ceiling, section 1501.2 2019 C.B.C.
22"x30" min. verify w/ FAU manufacturer specification.
Mechanical ventilation for toilet compartments, bath, and laundry
rooms shall be capable of providing 5 air changes per hour per
Section 1203.3 C.B.C.
approval is required prior to installation. Maintain three feet clear
from face of electrical panel to any wall surface or obstruction.
Provide capped fuel gas outlet and shut-off valve.
L.E.D. Fixture. Provide 40 lumens per watt efficiency per T-24.
Provide smoke detector within 12" of the ceiling at this shown
location. Smoke detectors to be inter-connected with each other
and hardwired to a battery back-up system. Smoke detectors
shall sound an audible alarm in all sleeping areas.
21.
22.
Provide one light circuit for each 500 sq. ft. of livable area.
Provide two 20-amp small appliance circuits and one 20-amp
laundry circuit.
23.
24.
25.
26.
27.
28.
Provide two (2) G.F.C.I. water-resistant receptacles minimum on
the outside of building, one in front and back.
It is the applicant's responsibility to provide 'City of Long Beach'
installations of CEC listed features, devices, and equipment, and
to comply with applicable regulations.
29.
30.
31.
32.
33.
34.
40.
Ceiling mounted 'J' box with switch for optional ceiling fan or
ceiling-mounted light fixture.
Fireplace gas valves must be located outside of required hearth
area, but not more than 48".
Existing gas meter to remain. Verify Location.
Provide 1/2 hot receptacle interconnected to switch in shown
location.
Cable television connection in or around designated location.
Telephone jack (PJ) connection in or around designated location.
Broadband connection in or around designated location.
All 15 and 20 ampere branch circuits/outlets to be A.F.C.I. per
CEC 210.12(A)
Thermostat. Provide power and hardwire for future installation or
as required per manufacturer.
Provide combination smoke/carbon monoxide detector per CRC
R314 and R315.
35.
36.
37.
38.
39.
All stairways shall have an illumination level on tread runs of not
less than 1 foot candle (11 LUX) CBC 1205.4
Bathroom exhaust fans (with shower, tub or combination) shall
have humidistat control. Per CGBSC 4.506.1 (1 and 2). ENERGY
STAR compliant.
Recessed lighting in insulated ceiling must meet requirements of
Section 150 (k) 12.
See Detail A (herein) for concrete-encased grounding rod.
See Detail B (ESR) (herein) for proper installation of service meter
(per So Cal Edison).
A 120V electric receptacle shall be located within 3 ft. from water
heater and be accessible to the water heater without obstructions
CENC 150 (n)1A).
Water heater and HVAC units shall be accessible for inspection,
service, repair, and placement without removing permanent
structures. Not less than 30 inches (762 mm) in depth, width, and
height of working space shall be provided. (Section 304.1).
Exterior light fixtures & weatherproof outlets shall be installed per
CEC 410.10(A)&(D) & 406.9.
Receptacles at the front and rear of the home must be within 6
feet 6 inches of grade (and waterproof and GFCI protected). CEC
210.52 E & 210.8 (A).
Whole-house fan: Stealth Pro 3.3 cfm. Per Energy Calcs. Provide
outlet.
Whole-house fan: Stealth Pro 6.5 cfm. Per Energy Calcs. Provide
outlet.
Provide outlet and lights in attics containing F.A.U.
Dimmer-controlled receptacles shall be listed for use.
Electrical panel location to be verified. Edison Company approval is
shall have no other outlets. This circuit may serve more than one
bathroom. CEC 210-11 (c).
GENERAL NOTES
VERIFY LOCATIONS OF SMOKE AND CO ALARMS
Smoke Alarms Exceptions:
In dwelling units where there is no commercial power supply, the smoke alarm may be
solely battery-operated.
In existing dwelling units, a smoke alarm is permitted to be solely battery-operated
where repairs or alterations do not result in the removal of wall and ceiling
finishes if there is no access by means of attic, basement or crawl space.
In existing dwelling units, a smoke alarm is permitted to be solely battery-operated or
plug-in with battery back-up where repairs or alterations are limited to the
exterior surfaces of dwellings, such as the replacement of roofing or siding, or
the addition or replacement of windows or doors, or the addition of a porch or
deck.
In existing dwelling units, a CO alarm is permitted to be solely battery operated
or plug-in with battery back-up where work is limited to installation, alteration
or repair of plumbing or mechanical systems.
Carbon Monoxide Alarms Exceptions:
Where listed wireless alarms are installed and all alarms sound upon activation of one
alarm.
Interconnection is not required in existing dwelling units where repairs do not result in
the removal of wall and ceiling finishes, there is no access by means of attic,
basement or crawl space, and no previous method for interconnection existed.
In existing dwelling units, CO alarms are not required to be interconnected where no
constructionis taking place.
In existing dwelling units, CO alarms are not required to be interconnected where
repairs oralterations are limited to the exterior surfaces of dwellings, such as
the replacement of roofing orsiding, or the addition or replacement of windows
or doors, or the addition of a porch or deck.
In existing dwelling units, CO alarms not required to be interconnected when work is
limited to the installation, alteration or repair of plumbing, mechanical, or
electrical systems
Walls spaced 24" and wider shall have a receptacle every 12 feet.
Minimum (1) 20-amp circuit for bathroom(s) outlet. Such circuit
41.Single- and multiple-station smoke alarms shall be installed in the
following locations (R314.3):
a.In each sleeping room.
b.Outside of each separate sleeping area in the immediate vicinity of
the bedrooms.
c.On each additional story of the dwelling, including basements and
habitable attics, but not including crawl spaces and uninhabitable
attics.
d.Smoke alarms shall be installed not less than 3 feet horizontally
from the door or opening of a bathroom that contains a bathtub or
shower unless this would prevent the placement of a smoke alarm
required by Section R314.3
ALL LIGHTING/FAN FIXTURES LOCATED IN
WET OR DAMP LOCATIONS SHALL BE RATED
FOR THE APPLICATION. (CEC 410.10)
- U.L. APPROVED, ALL LIGHTING/FAN FIXTURES
LOCATED IN WET OR DAMP LOCATIONS SHALL BE
RATED FOR THE APPLICATION. (CEC 410.10)
Receptacles shall not be installed within or directly over a bathtub or
shower stall. (CEC 406.9(C) Light pendants, ceiling fans, lighting tracks,
etc. shall not be located within 3ft horizontally and 8ft vertically above a
shower and/or bathtub threshold. (CEC 410.10(D))
42.
All 15/20 ampere receptacles installed per CEC 210.52 shall
be listed as tamper-resistant receptacles. (CEC 406.12)
*REFER TO NOTE #32 ABOVE
All outlets are to be AFCI.43.
All lights are high efficacy.44.
45.
46.
All receptacles that are required to be GFCI shall be a combination of AFCI, GFCI
(CEC 210.52(E)(1))
All new receptacles in bathroom wet areas or over the counter, shall be a combination
of GFCI and AFCI per 2019 code requirements
HUMIDISTAT
20.FIELD INSPECTORS TO REVIEW AND APPROVE
UNDERGROUND SERVICE REQUIREMENTS PRIOR TO CONCRETE
PLACEMENT.
A.RESIDENTIAL LIGHTING SHALL COMPLY WITH SECTION
150(K) HIGH EFFICACY = 40 LUMENS PER WATT.
B.KITCHEN LIGHTING SHALL BE HIGH-EFFICACY LUMINARIES.
PROVIDE WORKSHEET WS-5R. 50% OF KITCHEN LIGHTING TO
COMPLY. (BASED ON WATTAGE).
C.BATHROOMS, GARAGES, LAUNDRY ROOMS AND UTILITY
ROOMS SHALL BE HIGH-EFFICACY LUMINARIES OR
CONTROLLED BY AN OCCUPANCY SENSOR CERTIFIED TO
COMPLY WITH SECTION 119(D).
D.GENERAL RESIDENTIAL LIGHTING SHALL BE
HIGH-EFFICACY LUMINARIES OR CONTROLLED BY A DIMMER
SWITCH CERTIFIED TO COMPLY WITH SECTION 119(D)
E.RECESSED LUMINARIES INSTALLED IN AN INSULATED
CEILING SHALL BE IC RATED (ZERO CLEARANCE) AND AT RATED
(AIR-TIGHT) AND SHALL BE SEALED AND/OR GASKETED
BETWEEN CEILING AND HOUSING.
F.OUTDOOR LIGHTING SHALL BE HIGH-EFFICACY
LUMINARIES OR CONTROLLED BY A MOTION SENSOR WITH
INTEGRAL PHOTO-CONTROL CERTIFIED TO COMPLY WITH
SECTION 119(D)
G.2-20 AMP. SMALL APPLIANCE CIRCUITS ARE REQUIRED
FOR KITCHEN COUNTERTOPS. THE LOAD SHALL BE BALANCED
AND GFCI PROTECTED. G.A. A.F.C.I. PROTECTION FOR ALL
BEDROOM CIRCUITS PER (2019 CEC SEC. 210.12)
BASEBOARD HEATER THERMOSTAT
SECOND FLOOR
UTILITY PLAN
29
'
-
0
"
4"
19
'
-
1
0
3
/
4
"
4"
24
'
-
0
"
29
'
-
0
"
T.O. PLATE
H.O.A:
T.O. CURB (12.55')H.O.A:
T.O. CURB (12.55')
17
'
-
9
"
23
'
-
9
3
/
4
"
F.G. 12.36
F.G. 12.36'
CITY OF NEWPORT BEACH 29.00'+ CITY ESTAB. GRADE (11.93')= 40.93' NAVD88
MAX. SLOPED ROOF HEIGHT
CITY OF NEWPORT BEACH 24.00'+ CITY ESTAB. GRADE (11.93')= 35.93' NAVD88
MAX. PARAPET/ FLAT ROOF HEIGHT
MAX. SLOPED ROOF HEIGHT
MAX. PARAPET/ FLAT ROOF HEIGHT
CITY OF NEWPORT BEACH 24.00'+ CITY
ESTAB. GRADE (11.93')= 35.93' NAVD88
CITY OF NEWPORT BEACH 29.00'+ CITY ESTAB. GRADE (11.93')= 40.93' NAVD88
24
'
-
0
"
8'
-
0
"
8"
28'-10"
20'-0"
8'
-
0
3
/
4
"
9'
-
0
"
4'-5"1'-5 1/4"4'-5"1'-5 1/4"
CITY AVG. (11.93')CITY AVG. (11.93')
T.O.STRUCT.
SLAB (12.70')
T.O.STRUCT.
SLAB (12.70')
A
29
'
-
0
"
6'
-
8
5
/
8
"
T.O. PLATE
H.O.A:
T.O. CURB (12.55')F.G. 12.36'
MAX. SLOPED ROOF HEIGHT
MAX. PARAPET/ FLAT ROOF HEIGHT
CITY OF NEWPORT BEACH 24.00'+ CITY
ESTAB. GRADE (11.93')= 35.93' NAVD88
CITY OF NEWPORT BEACH 29.00'+ CITY ESTAB. GRADE (11.93')= 40.93' NAVD88
24
'
-
0
"
F.G. (12.36')
29
'
-
0
"
4"
19
'
-
6
3
/
4
"
13
'
-
4
"
T.O. PLATE
T.O. PLATE
H.O.A:
T.O. CURB (12.55')
23
'
-
9
3
/
4
"
23
'
-
9
3
/
4
"
T.O.STRUCT.
SLAB (12.70')
F.G. 12.36'
MAX. SLOPED ROOF HEIGHT
MAX. PARAPET/ FLAT ROOF HEIGHT
CITY OF NEWPORT BEACH 24.00'+ CITY
ESTAB. GRADE (11.93')= 35.93' NAVD88
CITY OF NEWPORT BEACH 29.00'+ CITY ESTAB. GRADE (11.93')= 40.93' NAVD88
CITY AVG. (11.93')
24
'
-
0
"
1'
-
0
"
11
'
-
3
3
/
4
"
8'-10 3/4"
2'-1 3/4"2'-1 3/4"2'-1 3/4"20'-0 1/4"20'-0 1/4"21'-0 1/4"
3'-0"
5'-
8
"
2'
-
0
"
15
'
-
2
"
CITY AVG. (11.93')
22'-2"
T.O.STRUCT.
SLAB (12.70')
19
'
-
1
0
3
/
4
"
1'
-
3
"
4"
11
'
-
7
3
/
4
"
12
'
-
1
0
3
/
4
"
STAIRS BEYOND
COVERED PATIO COVERED PATIO
1 1 1
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
5
.
1
E
x
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
.
d
w
g
A5.1 Exterior Elevations
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
5
.
1
E
x
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
.
d
w
g
A5.1 Exterior Elevations
A5.1
WEST ELEVATION SCALE: 1/4" = 1'-0"1
SOUTH ELEVATION SCALE: 1/4" = 1'-0"2
(N) ELEVATIONS KEYNOTES:
ROOFING-BORAL STONE MOUNTAIN BLEND, LIGHTWEIGHT
CONCRETE TILE. ESR-1647 and/or UES ER_04122.00
2.01
2.02
2.03
2.04
2.05
2.06
2.07
2.08
2.09
SMOOTH STUCCO FINISH
GAS METER
WINDOW(S) PER SCHEDULE
DOOR(S) PER SCHEDULE
42" CABLE GUARDRAIL
METAL STAIRCASE
SCREED @ STUCCO
ACRYLIC GARAGE DOOR WINDOW
NOTE:
HOA:
AVERAGE CURB HEIGHT IS 12.55'. A CERTIFIED BUILDING HEIGHT
CERTIFICATION MUST BE SUBMITTED IMMEDIATELY AFTER THE ROOF
MATERIAL HAS BEEN INSTALLED. THE MEASUREMENT MUST COME
FROM THE AVERAGE CURB HEIGHT OF 12.55' AND THE MAXIMUM
HEIGHT CANNOT EXCEED 36.55' (24'-0”).
CITY:
AVERAGE GRADE OF THE NEW STRUCTURE CORNERS IS 11.93'. A
CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED
IMMEDIATELY AFTER THE ROOF MATERIAL HAS BEEN INSTALLED. THE
MEASUREMENT MUST COME FROM THE AVERAGE FINISH GRADE OF
11.93' AND THE MAXIMUM HEIGHT CANNOT EXCEED 40.93'' (29'-0”).
12.01'+12.50'+10.48'+12.74'=47.73'
47.73'/4= 11.93'
CITY AVERAGE = CITY ESTABLISHED GRADE = FINISH GRADE AVERAGE
30'X18' WHITE ROLL-UP DOOR BEYOND
MATCH 940 VIA LIDO
2.10
EAVES AND RAKES
2.11 WHITE BOARD AND BATTEN
SIDING ON SECTIONAL GARAGE DOOR
2.12
SECTIONAL GARAGE DOOR
MOUNTED ONTO 30X18 DOOR
2.13
8 IN. STUCCO TRIM
2.14
30'X18' SECTIONAL GARAGE DOOR
2.15
ELECTRICAL SERVICE METER
HEIGHT CERTIFICATION REQUIRED
STUCCO WRAPPED COLUMN, PER STRUCTURAL2.16
GUTTER2.17
DOWNSPOUT2.18
EXTERIOR
ELEVATIONS
29
'
-
0
"
4"
19
'
-
6
3
/
4
"
12
'
-
1
0
3
/
4
"
6'
-
8
1
/
2
"
29
'
-
0
"
T.O. PLATE
T.O. PLATE
T.O. PLATE
H.O.A:
T.O. CURB (12.55')H.O.A:
T.O. CURB (12.55')
23
'
-
9
3
/
4
"
17
'
-
9
"
12
'
-
6
3
/
4
"
23
'
-
9
3
/
4
"
F.G. 12.36'F.G. 12.36'
CITY OF NEWPORT BEACH 29.00'+ CITY ESTAB. GRADE (11.93')= 40.93'' NAVD88
MAX. SLOPED ROOF HEIGHT MAX. SLOPED ROOF HEIGHT
MAX. PARAPET/ FLAT ROOF HEIGHT
CITY OF NEWPORT BEACH 24.00'+ CITY
ESTAB. GRADE (11.93)= 35.93' NAVD88
CITY OF NEWPORT BEACH 29.00'+ CITY ESTAB. GRADE (11.93')= 40.93' NAVD88
1'
-
0
"
24
'
-
0
"
24
'
-
0
"
CITY OF NEWPORT BEACH 24.00'+ CITY ESTAB. GRADE (11.93')= 35.93' NAVD88
MAX. PARAPET/ FLAT ROOF HEIGHT
F.F. (12.70')
9'-
5
3
/
4
"
10
1
/
2
"
3'-
6
"
2'-6"
2'
-
0
"
4"
CITY AVG. (11.93')CITY AVG. (11.93')
T.O.STRUCT.
SLAB (12.70')
T.O.STRUCT.
SLAB (12.70')
8"
COVERED PATIO
COVERED PATIO
B
29
'
-
0
"
4"
19
'
-
6
5
/
8
"
12
'
-
1
0
3
/
4
"
8'
-
7
1
/
4
"
3'-
6
"
29
'
-
0
"
T.O. PLATE
T.O. PLATE
H.O.A:
T.O. CURB (12.55')
H.O.A:
T.O. CURB (12.55')
23
'
-
9
3
/
4
"
22
'
-
8
1
/
2
"
F.G. 12.36'F.G. 12.36'
GasMeter
FINISH GRADE(48” CLR. FRONT)4'-
0
"
CITY OF NEWPORT BEACH 29.00'+ CITY ESTAB. GRADE (11.93')= 40.93' NAVD88
MAX. SLOPED ROOF HEIGHT
CITY OF NEWPORT BEACH 24.00'+ CITY ESTAB. GRADE (11.93')= 35.93' NAVD88
MAX. PARAPET/ FLAT ROOF HEIGHT
MAX. SLOPED ROOF HEIGHT
MAX. PARAPET/ FLAT ROOF HEIGHT
CITY OF NEWPORT BEACH 24.00'+ CITY
ESTAB. GRADE (11.93')= 35.93' NAVD88
CITY OF NEWPORT BEACH 29.00'+ CITY ESTAB. GRADE (11.93')= 40.93' NAVD88
R=
3
'
-
0
"
24
'
-
0
"
24
'
-
0
"
1'
-
0
"
13
'
-
5
1
/
4
"
CITY OF NEWPORT BEACH 24.00'+ CITY
ESTAB. GRADE (11.93')= 35.93' NAVD88
2'-1 3/4"
1'-7 3/4"
2'-1 3/4"2'-1 3/4"
1'-7 3/4"1'-7 3/4"
11
'
-
7
3
/
4
"
20'-0 1/4"20'-0 1/4"18'-1 1/4"
6'-
4
"
3'-
0
"
5'-
1
0
"
3'
-
0
"
2'-
8
"
4'-
8
"
T.O. PLATE
17
'
-
8
1
/
2
"
3'-0"
2'
-
0
"
8'-10 3/4"
4'-
9
1
/
2
"
CITY AVG. (11.93')CITY AVG. (11.93')
T.O.STRUCT.
SLAB (12.70')
COVERED PATIOCOVERED PATIO
COVERED PATIO
OPEN OPEN OPEN
1 1 1
111
2B2B2B43 2CC
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
5
.
1
E
x
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
.
d
w
g
A5.1 Exterior Elevations
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
5
.
1
E
x
t
e
r
i
o
r
E
l
e
v
a
t
i
o
n
s
.
d
w
g
A5.1 Exterior Elevations
A5.2
EAST ELEVATION SCALE: 1/4" = 1'-0"1
NORTH ELEVATION SCALE: 1/4" = 1'-0"2
(N) ELEVATIONS KEYNOTES:
ROOFING-BORAL STONE MOUNTAIN BLEND, LIGHTWEIGHT
CONCRETE TILE. ESR-1647 and/or UES ER_04122.00
2.01
2.02
2.03
2.04
2.05
2.06
2.07
2.08
2.09
SMOOTH STUCCO FINISH
GAS METER
WINDOW(S) PER SCHEDULE
DOOR(S) PER SCHEDULE
42" CABLE GUARDRAIL
METAL STAIRCASE
SCREED @ STUCCO
ACRYLIC GARAGE DOOR WINDOW
NOTE:
HOA:
AVERAGE CURB HEIGHT IS 12.55'. A CERTIFIED BUILDING HEIGHT
CERTIFICATION MUST BE SUBMITTED IMMEDIATELY AFTER THE ROOF
MATERIAL HAS BEEN INSTALLED. THE MEASUREMENT MUST COME
FROM THE AVERAGE CURB HEIGHT OF 12.55' AND THE MAXIMUM
HEIGHT CANNOT EXCEED 36.55' (24'-0”).
CITY:
AVERAGE GRADE OF THE NEW STRUCTURE CORNERS IS 11.93'. A
CERTIFIED BUILDING HEIGHT CERTIFICATION MUST BE SUBMITTED
IMMEDIATELY AFTER THE ROOF MATERIAL HAS BEEN INSTALLED. THE
MEASUREMENT MUST COME FROM THE AVERAGE FINISH GRADE OF
11.93' AND THE MAXIMUM HEIGHT CANNOT EXCEED 40.93'' (29'-0”).
12.01'+12.50'+10.48'+12.74'=47.73'
47.73'/4= 11.93'
CITY AVERAGE = CITY ESTABLISHED GRADE = FINISH GRADE AVERAGE
30'X18' WHITE ROLL-UP DOOR BEYOND
MATCH 940 VIA LIDO
2.10
EAVES AND RAKES
2.11 WHITE BOARD AND BATTEN
SIDING ON SECTIONAL GARAGE DOOR
2.12
SECTIONAL GARAGE DOOR
MOUNTED ONTO 30X18 DOOR
2.13
8 IN. STUCCO TRIM
2.14
30'X18' SECTIONAL GARAGE DOOR
2.15
ELECTRICAL SERVICE METER
HEIGHT CERTIFICATION REQUIRED
STUCCO WRAPPED COLUMN, PER STRUCTURAL2.16
GUTTER2.17
DOWNSPOUT2.18
EXTERIOR
ELEVATIONS
TYPICAL DOOR SCHEDULE NOTES:
1.VERIFY SLIDE / SWING OPERATION DIRECTION WITH PLANS AND ELEVATIONS.
2.HINGED DOORS OPENING INTO DWELLING UNITS SHALL BE EQUIPPED WITH APPROVED DEAD BOLTS AND LOCK SETS HAVING DEAD-LOCKING LATCHBOLTS OR SIMILAR
LOCKSET DEVICE.
3.THE LOCK OR LATCH SHALL BE NO MORE THAN 48" FROM THE FLOOR.
4.PROVIDE A LANDING, FLOOR OR PORCH, THAT IS AT LEAST 36" MINIMUM IN DIRECTION OF TRAVEL (C.R.C. R311.3).
5.THE OUTSIDE LANDING OR PORCH MAY BE NO MORE THAN 8" LOWER THAN THE SIDE FLOOR LEVEL.
6.IF THE OUTSIDE FINISH LANDING ELEVATION IS LOWER THAN THE INTERIOR THE DOOR SHALL NOT SWING OUT OVER THE PORCH.
7.DOORS AND FRAMES FROM 1 HOUR RATED GARAGE TO HOUSE WALL SHALL BE RATED NOT LESS THAN 20 MINUTES WITH SMOKE CONTROL ASSEMBLY, SELF CLOSING,
TIGHT FITTING, SOLID CORE WOOD DOOR OR EQUIVALENT. PER C.R.C. 302.4 (EXCEPTION 3).
8.REFER TO THIS SHEET FOR GLAZING NOTES.
9.ALL HARDWIRE AND FINISHES TO BE APPROVED BY OWNER PRIOR TO PURCHASE AND INSTALLATION.
10.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (R311.2)
11.LANDING OR FLOOR AT REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 12" THRESHOLD (R311.3.1).
12.DOORS TO BE SET ON CENTER OF WALLS. IN CASES OF DOUBLE-THICK WALLS, DOORS TO BE SET ON CENTER OF INNERMOST WALL.
13.“FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.”
SAFETY GLAZING TO BE PROVIDED IN THE FOLLOWING HAZARDOUS LOCATIONS:
LIGHT AND VENTILATION:
*EGRESS
WINDOW
TYPICAL WINDOW NOTES:
1. CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 AND R308.4:
a.FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOOR ASSEMBLIES.
b.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60 INCHES
ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS:
i.WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.
ii.WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF
THE HINGE SIDE OF AN IN-SWINGING DOOR.
c.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
i.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET.
ii.BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
iii.TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
iv.ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING.
d.GLAZING IN RAILINGS.
e.GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS
WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING
SURFACE.
f.GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE
SURFACE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.
REFER TO AD.1 FOR WINDOW FLASHING DETAIL, TYP.
VERIFY SLIDE / SWING OPERATION DIRECTION WITH PLANS AND ELEVATIONS.
SLEEPING ROOMS MUST BE PROVIDED WITH A MEANS TO EXIT DIRECTLY TO THE OUTSIDE IN CASE OF FIRE.
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE CLEAR OF ANY OBSTRUCTION AND OPERATIONAL FROM THE INSIDE OF THE
ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE (R310.1.1).
WINDOWS MUST BE LARGE ENOUGH TO LET OCCUPANTS ESCAPE AND FIREMEN TO CLIMB IN.
WINDOWS MUST HAVE A NET CLEAR OPENING OF AT LEAST 5.7 SQ. FT. WITH A MINIMUM NET CLEAR HEIGHT OF 24" AND MINIMUM NET
CLEAR WIDTH OF 20"
THE FINISHED SILL HEIGHT MAY NOT EXCEED 44".
BARS, GRILLS, COVERS, AND SCREENS PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR
WINDOW WELLS SHALL COMPLY WITH SECTION R310.4.
23.SINGLE- AND MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3):
A.IN EACH SLEEPING ROOM
B.OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
C.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, BUT NOT INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS.
D.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM
THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY
SECTION R314.3
2.SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND ALARMS INTERCONNECTED (R314.4).
3.BATTERY OPERATED SMOKE ALARMS ARE PERMITTED IN LIEU OF INTERCONNECTION / HARD-WIRING OF SMOKE ALARMS IN EXISTING
AREAS WHERE THE CONSTRUCTION DOES NOT INVOLVE THE REMOVAL OF INTERIOR FINISHES (R314.4).
1.EQUIP HABITABLE ROOMS WITH GLAZED WINDOWS FOR NATURAL LIGHT WITH A MINIMUM OF 1
8 OR THE FLOOR AREA OF THE ROOM
OR 8 SQ. FT., WHICHEVER IS LARGER.
2.EQUIP HABITABLE ROOMS WITH OPENABLE WINDOWS WITH A MINIMUM AREA OF 1
16 OF THE FLOOR AREA OR 4 SQ. FT., WHICHEVER
IS LARGER.
3.EQUIP BATHROOMS WITH OPENABLE WINDOWS WITH A MINIMUM AREA OF 1
20 OF THE FLOOR AREA OR 1 1
2" SQ. FT., WHICHEVER IS
LARGER.
IF OPENABLE WINDOWS ARE NOT PROVIDED THEN THE MECHANICAL VENTILATION MUST BE PROVIDED AS DETAILED IN THE C.R.C.
WINDOW CONTROL OPENING DEVICE SHALL NOT REDUCE THE REQUIRED NET CLEAR OPENING AREA OF THE WINDOW R 312.2.2.
DOOR AND WINDOW NOTES:
STATIONARY1
VA
R
I
E
S
,
R
E
F
E
R
T
O
E
X
T
E
R
I
O
R
E
L
E
V
A
T
I
O
N
S
CASEMENT2
6'-
8
"
2'-
8
"
AWNING5
4'-
8
"
6'-
8
"
CASEMENT2B
6'-
8
"
2'-
8
"
MULLED
CASEMENT3
6'-
8
"
2'-
8
"
MULLED
CASEMENT4
6'-
8
"
2'-
8
"
MULLED
STATIONARY6 4"
WINDOW SCHEDULE
A7.1
DOOR SCHEDULE
DOOR AND FRAME SCHEDULE
MARK WD.HGT.THK.
SIZE
MATL.GLAZING STYLE
DOOR
FIRE RATING
LABEL U-FACTOR SHGC
FENESTRATION/
GLAZING NOTES
WINDOW SCHEDULE
MARK
WIDTH HEIGHT
SIZE TYPE MATERIAL GLAZING NOTESTEMPERED
GLAZING
WINDOW ELEVATIONS
QTY.
QTY.
HEAD JAMB THRES.
DETAIL
U-FACTOR SHGC
TYPICAL DOOR SCHEDULE NOTES:
DOOR NOTES WINDOW NOTES
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
7
.
1
D
O
O
R
A
N
D
W
I
N
D
O
W
S
C
H
E
D
U
L
E
.
d
w
g
A7.1 DOOR AND WINDOW SCHEDULE
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
A
7
.
1
D
O
O
R
A
N
D
W
I
N
D
O
W
S
C
H
E
D
U
L
E
.
d
w
g
A7.1 DOOR AND WINDOW SCHEDULE
A 28'-10"17'-9"METAL SECTIONAL --1 1 3/8"--
C 2 6'-8"3'-0"1 3/8"
ROLL-UP
TEMPERED ---
2
2
9
1
2
4'-0"
2'-0"
4'-0"
3'-0"3'-0"
2'-0"
3'-0"
2'-0"
1'-6"
2'-0"
DUAL
DUAL
DUAL
DUAL
DUAL
--
--
--
--
--
AWNING
STATIONARY
SLIDER
CASEMENT
NO
NO
YES
NO
NO
2
3
4
1
5
1.VERIFY SLIDE / SWING OPERATION DIRECTION WITH PLANS AND ELEVATIONS.
2.HINGED DOORS OPENING INTO DWELLING UNITS SHALL BE EQUIPPED WITH APPROVED DEAD BOLTS AND LOCK SETS HAVING DEAD-LOCKING LATCHBOLTS OR SIMILAR LOCKSET DEVICE.
3.THE LOCK OR LATCH SHALL BE NO MORE THAN 48" FROM THE FLOOR.
4.PROVIDE A LANDING, FLOOR OR PORCH, THAT IS AT LEAST 36" MINIMUM IN DIRECTION OF TRAVEL (C.R.C. R311.3).
5.THE OUTSIDE LANDING OR PORCH MAY BE NO MORE THAN 8" LOWER THAN THE SIDE FLOOR LEVEL.
6.IF THE OUTSIDE FINISH LANDING ELEVATION IS LOWER THAN THE INTERIOR THE DOOR SHALL NOT SWING OUT OVER THE PORCH.
7.DOORS AND FRAMES FROM 1 HOUR RATED GARAGE TO HOUSE WALL SHALL BE RATED NOT LESS THAN 20 MINUTES WITH SMOKE CONTROL ASSEMBLY, SELF CLOSING, TIGHT FITTING, SOLID CORE WOOD DOOR OR EQUIVALENT. PER C.R.C. 302.4 (EXCEPTION 3).
8.REFER TO THIS SHEET FOR GLAZING NOTES.
9.ALL HARDWIRE AND FINISHES TO BE APPROVED BY OWNER PRIOR TO PURCHASE AND INSTALLATION.
10.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR EFFORT (R311.2)
11.LANDING OR FLOOR AT REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 1
2" THRESHOLD (R311.3.1).
12.DOORS TO BE SET ON CENTER OF WALLS. IN CASES OF DOUBLE-THICK WALLS, DOORS TO BE SET ON CENTER OF INNERMOST WALL.
13.“FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.”SAFETY GLAZING TO BE PROVIDED IN THE FOLLOWING HAZARDOUS LOCATIONS:
LIGHT AND VENTILATION:*EGRESS
WINDOW
TYPICAL WINDOW NOTES:
1. CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3 AND R308.4:
a.FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOOR ASSEMBLIES.
b.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE BOTTOM EDGE IS LESS THAN 60 INCHES
ABOVE THE FLOOR OR WALKING SURFACE AND IT MEETS EITHER OF THE FOLLOWING CONDITIONS:
i.WHERE THE GLAZING IS WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IN THE PLANE OF THE DOOR IN A CLOSED POSITION.
ii.WHERE THE GLAZING IS ON A WALL PERPENDICULAR TO THE PLANE OF THE DOOR IN A CLOSED POSITION AND WITHIN 24 INCHES OF
THE HINGE SIDE OF AN IN-SWINGING DOOR.
c.GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
i.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET.
ii.BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.
iii.TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR.
iv.ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE GLAZING.
d.GLAZING IN RAILINGS.
e.GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS AND SHOWERS
WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING
SURFACE.
f.GLAZING ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE WHEN THE
SURFACE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE.
FENESTRATIONS MUST HAVE TEMPORARY AND PERMANENT LABELS.
REFER TO AD.1 FOR WINDOW FLASHING DETAIL, TYP.
VERIFY SLIDE / SWING OPERATION DIRECTION WITH PLANS AND ELEVATIONS.
SLEEPING ROOMS MUST BE PROVIDED WITH A MEANS TO EXIT DIRECTLY TO THE OUTSIDE IN CASE OF FIRE.
EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE CLEAR OF ANY OBSTRUCTION AND OPERATIONAL FROM THE INSIDE OF THE
ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE (R310.1.1).
WINDOWS MUST BE LARGE ENOUGH TO LET OCCUPANTS ESCAPE AND FIREMEN TO CLIMB IN.
WINDOWS MUST HAVE A NET CLEAR OPENING OF AT LEAST 5.7 SQ. FT. WITH A MINIMUM NET CLEAR HEIGHT OF 24" AND MINIMUM NET
CLEAR WIDTH OF 20"
THE FINISHED SILL HEIGHT MAY NOT EXCEED 44".
BARS, GRILLS, COVERS, AND SCREENS PLACED OVER EMERGENCY ESCAPE AND RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR
WINDOW WELLS SHALL COMPLY WITH SECTION R310.4.
23.SINGLE- AND MULTIPLE-STATION SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS (R314.3):
A.IN EACH SLEEPING ROOM
B.OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS.
C.ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS, BUT NOT INCLUDING CRAWL
SPACES AND UNINHABITABLE ATTICS.
D.SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY FROM THE DOOR OR OPENING OF A BATHROOM
THAT CONTAINS A BATHTUB OR SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED BY
SECTION R314.3
2.SMOKE ALARMS SHALL BE HARDWIRED WITH BATTERY BACKUP AND ALARMS INTERCONNECTED (R314.4).
3.BATTERY OPERATED SMOKE ALARMS ARE PERMITTED IN LIEU OF INTERCONNECTION / HARD-WIRING OF SMOKE ALARMS IN EXISTING
AREAS WHERE THE CONSTRUCTION DOES NOT INVOLVE THE REMOVAL OF INTERIOR FINISHES (R314.4).
1.EQUIP HABITABLE ROOMS WITH GLAZED WINDOWS FOR NATURAL LIGHT WITH A MINIMUM OF 1
8 OR THE FLOOR AREA OF THE ROOM
OR 8 SQ. FT., WHICHEVER IS LARGER.
2.EQUIP HABITABLE ROOMS WITH OPENABLE WINDOWS WITH A MINIMUM AREA OF 1
16 OF THE FLOOR AREA OR 4 SQ. FT., WHICHEVER
IS LARGER.
3.EQUIP BATHROOMS WITH OPENABLE WINDOWS WITH A MINIMUM AREA OF 1
20 OF THE FLOOR AREA OR 1 12" SQ. FT., WHICHEVER IS
LARGER.
IF OPENABLE WINDOWS ARE NOT PROVIDED THEN THE MECHANICAL VENTILATION MUST BE PROVIDED AS DETAILED IN THE C.R.C.
WINDOW CONTROL OPENING DEVICE SHALL NOT REDUCE THE REQUIRED NET CLEAR OPENING AREA OF THE WINDOW R 312.2.2.
WOOD/ ALUMINUM CLAD
WOOD/ ALUMINUM CLAD
WOOD/ ALUMINUM CLAD
WOOD/ ALUMINUM CLAD
WOOD/ ALUMINUM CLAD
B 1 1 3/8"METAL
GLASS PANEL
----
1 RIGHT HINGE, 1 LEFT HINGE
4 9/16"
4 9/16"
4 9/16"
4 9/16"
4 9/16"
NOTE: ALL HARDWARE TO BE NON-CORROSIVE
STAINLESS STEEL, BRONZE, OR COPPER ONLY.
0.3 0.23
0.3 0.23
0.3 0.23
0.3 0.23
0.3 0.23AWNING
3 4'-0"4'-0"DUAL --CASEMENT NO2BWOOD/ ALUMINUM CLAD 4 9/16"0.3 0.23
SWING
RIGHT
RIGHT
WOOD
28'-10"17'-9"
10 3
1
7/8" THICK 3-COAT EXTERIOR PLASTER:
1/8" THICK COLOR COAT OVER 3/8" THICK
BROWN COAT OVER 3/8" SCRATCH COAT
WITH EMBEDDED METAL LATH. INSTALLED
PER MANUFACTURER'S SPECIFICATIONS.
PLYWOOD SHEATHING, WHERE OCCURS
(REFER TO STRUCTURAL DRAWINGS)
BATT WALL INSULATION, WHERE OCCURS
(REFER TO TITLE-24 CALCULATIONS)
TWO LAYERS OF GRADE 'D' BUILDING PAPER
LAPPED IN SHINGLE METHOD. INSTALLED PER
MANUFACTURER'S SPECIFICATIONS.
2X STUD WALL FRAMING AT MAX. 24" O.C. -
REFER TO STRUCTURAL DRAWINGS
PLASTER SHALL HAVE A SMOOTH STEEL
TROWEL FINISH AND BE PAINTED.
PROVIDE ANTI-CRACK SUPRESSANT MEMBRANE
OVER PLASTER BROWN COAT
15" TO TOP OF DRAFT STOP BLOCKING
MINIMUM 2X6 PLUMBING WALL
2X6 FLAT BLOCKING OVER DRAFT STOP BLOCKING
2X6 FLAT DRAFT STOP BLOCKING
TACK 2X4 LEDGER ON FOR PLUMBER TO INSTALL
CHECK MANUFACTURE'S INSTALLATION
INSTRUCTIONS INCLUDING ROUGH-IN
DIMENSIONS FOR EXACT MEASUREMENTS &
SPECIFIC INSTALLATION REQUIREMENTS
FLAT STUD BACKING FOR TUB ENCLOSURE
FLAT STUD BACKING FOR TILE / GYP. BD. TRANSITION
4" MIN. OPENING IN FLOOR, BOTH SIDES
8X12 MIN. OPENING IN FLOOR
Step 1
QUICK SETTING CEMENT OVER 30 LB. FELT
1. SET TUB LEDGER LEVEL AT THE MANUFACTURER'S
RECOMMENDED HEIGHT AND NAIL FIRMLY TO WALL
FRAMING STUDS.
2. PLACE TUB IN SPACE AND CHECK FIT, ALIGNMENT
AND LEVEL
3. USE 30 LB. FELT ON SUBFLOOR AND APPLY A
LIBERAL AMOUNT OF QUICK SETTING CEMENT WHERE
BOTTOM OF TUB WILL SET.
4. SET TUB INTO CEMENT AND TIGHT AGAINST
LEDGER CHECK LEVEL AT ALL SIDES AND FASTEN
WITH GALVANIZED OR STAINLESS STEEL SCREWS
OR NAILS
ALWAYS REFER TO TUB MANUFACTURER'S
INSTALLATION INSTRUCTIONS. COMPLETE ALL
PREPARATION NEEDED PRIOR TO TUB BED SETTING.
THIS MAY INCLUDE PRE-INSPECTIONS AND PRE-
LIMINARY INSULATION, STRUCTURAL SHEAR PANELS
AND FIRE AND SOUND RATED WALL COVERING
INSTALL 12" BITUMEN ON ALL INSIDE CORNERS
INSTALL BITUMEN OVER TUB FLANGE / NAILING
FIN AND EXTEND MIN. 6" PAST TUB FRONT
APPLY BLOB OF CAULKING AS FINISHING TOUCH
TO FLASHING INSTALLATION
12" WIDE BITUMEN MEMBRANE SLID BEHIND TUB AT
FRONT SKIRT AND BACK TO TUB FLANGE / NAILING
FIN AS FAR AS POSSIBLE
CAULK PENETRATION AT SPOUT STUB-OUT
APPLY A MIN 3/8"-1/2" BEAD OF FUTUREFLASH
PRO-INSTALLER CAULK AT TUB FRONT SKIRT AND
AT TOP EDGE OF TUB FLANGE / NAILING FIN.
EXTEND CAULK 6" PAST EDGE OF TUB
Step 2
Step 3
Step 4
Step 5
FORTIFIBER AQUABAR CLASS 'B' PAPER
FASTENED WITH GALVANIZED STAPLES OVER
18 GA. GALVANIZED LINE WIRE SPACED 6" O.C.
MAXIMUM, WITH GALVANIZED NAILS.
INSTALL (2) LAYER BOTTOM COURSE FOLLOWED
BY (2) LAYER UPPER COURSE WITH A MINIMUM
OVERLAP OF 3"
RUN OUT PAPER AT LEAST 6" BEYOND TUB EDGE
INSTALL 18 GA. GALVANIZED BACKING LINE WIRE
OVER 6" O.C. GALVANIZED NAILS
REMOVE MUD RING BEFORE INSTALLING
AQUABAR PAPER
CUT PAPER TIGHT TO
VALVE SPOUT AND
SHOWER HEAD STUB
OUTS AND CAULK
AROUND PENETRATIONS
THEN RE-INSTALL MUD
RING
TRANSITION FROM LATH TO DRYWALL 37 1/2"-38"
FOR 36" TUBS AND 86" ABOVE FLOOR W/ TILE
@ 90 DEGREES
MIN. 18ga GALVANIZED WOVEN WIRE LATH (STUCCO
NETTING NAILED WITH FURRING NAILS TO STUDS
AT 6" O.C
MIN. 3" WIRE LAP
STUCCO NETTING MAY BE APPLIED BEFORE OR
AFTER DRYWALL AQUABAR MUST BE INSTALLED
BEFORE DRYWALL
CAULK ANY TEARS IN PAPER AND AROUND VALVE
AND STUDS AFTER NAILING OFF
1 1/2" X17" GALVANIZED EXPANDED METAL LATH
(DIAMOND MESH) AT TUB SKIRT
+2
6
"
SP
O
U
T
+3
4
"
VA
L
V
E
+8
4
"
T
O
SH
O
W
E
R
H
E
A
D
+8
6
"
36"
MIN.
18"
MIN.
*
STUCCO FINISH
SCALE: NONE
EXHAUST PORT CONNECTION
ELEVATION SECTION
DRYER VENT CONNECTION
22 GAUGE METALIZED STEEL
INSERT WITH VENT AND GAS
LINE KNOCKOUTS IN ONE BOX
21" X 12 12" DRYER BOX
RECESSED INSIDE 2X6 STUD
WALL
TUB FLASHING INSTALLATION SCALE: NONE
SCALE: 3" = 1'-0"
9SCALE: 3" = 1'-0"
8 2SCALE: 3" = 1'-0"WALL PENETRATION @ WOOD FRAME
4SCALE: 3" = 1'-0"
5SCALE: 3" = 1'-0"
6SCALE: 3" = 1'-0"
7SCALE: 3" = 1'-0"
CONTINUOUS APPROVED SELF ADHERING
RUBBERIZED MEMBRANE & BUILDING PAPER. SEE
DETAILS 2/D1.3 & 11/D1.3 FOR ADDITIONAL INFO.
(PROVIDE 2 X BLOCKING BEHIND, WHERE NEEDED
FOR SECURE ATTACHMENT TO WALL)
TILE OR STONE OVER MORTAR SETTING BED, LATH
SLOPE
AND FORTIFIBER "AQUABAR" CLASS B PAPER
PROVIDE PLYWOOD BACKING BEHIND SHOWER
AND TUB RECESSES TO ACCEPT PAPER AND LATH
SLOPE SHELF 1/4" PER FOOT TO DRAIN
2X BLOCKING
2X SOLID BACKING
2X BLOCKING
2X SOLID BACKING
SHOWER SHAMPOO NICHE FIRE SEPARATION FLOOR/CEILING
SHOWER CURB
TUB FILLER AT TUB FRAME PLUMBING ISOLATION
CONCRETE FLOOR3 1/2"
WATERPROOFING OVER CURB
MOPPED WATERPROOFING MEMBRANE. CONTINUE
CORROSION-RESISTANT METAL LATH OVER HOT
(4) 2X4 CURB
HARDSURFACE MATERIAL PER INTERIOR DESIGNER
TILE OR STONE OVER MORTAR SETTING BED OR
SLOPE TO DRAIN
WALL BEYOND
6"
FI
N
I
S
H
SLOPE
SLOPE TO DRAIN
STONE DECK ON CEMENT BOARD
TUB FILLER / FAUCET
TRANSFER VALVE / FAUCET CONNECTION
KEEP OPENING CLEAR OF VERTICAL FRAMING
AND TOP PLATE
ACCOMODATE 1 3/4" LONG VALVE HEAD
CUT BACK PLYWOOD & FRAME OPENING TO
***
DECK MOUNTED TUB PER
SPECIFICATION AND OWNER
SELECTION
GENERAL NOTES
*SEAL ALL TYVEK®JOINTS AND PENETRATIONS WITH APPROVED TAPE. (ex. DUPONT™
CONTRACTOR TAPE)
*FASTEN TYVEK®TO SHEATHING WITH LARGE HEAD NAILS OR USE NAILS WITH LARGE
PLASTIC WASHER HEADS. (ex. DUPONT™ WRAPCAPS)
*LOCAL LAWS, ZONING, AND BUILDING CODES VARY AND THEREFORE GOVERNS OVER
MATERIAL SELECTION AND DETAILING SHOWN BELOW.
*INSTALL STUCCO ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS
TYPICAL WALL
FINISH COAT
BROWN COAT
SCRATCH COAT
WIRE LATH
WEATHER RESISTIVE BARRIER
(TYVEK®
TYVEK®
HOMEWRAP®
STUCCOWRAP®
SHEATHING
2"x6" WOOD STUDS
w/ R-19 BATT INSULATION
VAPOR RETARDER
1/2" GYPSUM BOARD
PENETRATION
PROVIDE WOOD
BLOCKING &
SEAL AROUND
PENETRATION WITH
MINIMALLY EXPANDING
POLYURETHANE FOAM OR
APPROVED CAULK
(ex. EXHAUST VENT)
CAULKING
FLANGE
(SEALED TO PENETRATION)
SEAL/TAPE TYVEK®
TO FLANGE
(USE TYVEK®
RECOMMENDED)
FLEXWRAP™
FOR LARGE OPENINGS)
1
2
SILL PLATE
ACOUSTICAL SEALANT BETWEEN PIPE AND
FRAMING MEMBERS (1/4" CLR. ALL AROUND)
scale: 6"=1'-0"scale: 3"=1'-0"
3
ref. PLUMB01
1 ISOLATE ALL PLUMBING
LINES FROM FRAMING
MEMBERS W/ 1/4" THICK
COLLARS OF APPROVED,
RESILIENT SOFT
POINTS OF ATTACHMENTS
MATERIALS AT ALL
2
3 FRAMING MEMBER
PLUMBING LINE
3
scale: 3"=1'-0"
2
3
ref. PLUMB03
ACOUSTICAL SEALANT AT ALL PENETRATIONS
THRU GYPSUM BOARD- CUT OVERSIZED
HOLE TO ACCOMODATE 1/4" BEAD OF
CAULKING
ISOLATION
RESILIENT
BETWEEN PIPE
RESILIENT PAD
AND SUPPORT
PIPE SUPPORT
scale: 3"=1'-0"
1
RIGID PIPE
SUPPORT
2 RIGID FRAMING MEMBERS
1 CUT OVERSIZE HOLES AT ALL PIPE
PENETRA- TIONS THRU. RIGID FRAMING
MEMBERS
3 PROVIDE RESILIENT ISOLATION
BETWEEN PIPING AND RIGID FRAMING
MEMBERS
A
BD
C
(Private Garage)
(Dwelling/Habitable Room)
R-3 Occupancy
U-1 Occupancy
1/2" PLYWOOD SUBFLOOR MIN.
2X FLOOR FRAMING PER STRUCT'L
R-__ BATT INSULATION PER T-24
(2) LAYERS 5/8" TYPE 'X' GYPSUM BOARD,
FACE LAYER JOINTS OFFSET 24" FROM
BASE LAYER JOINTS. TYPICAL AT
OCCUPANCY SEPARATION PER CODE.
58" TYPE 'X' GYPSUM BOARD MIN. TYP. AT OCCUPANCY
SEPARATION PER CODE. (LAP 12" MIN. AT WALL BASE)
ONE HOUR FIRE RATED WALL ASSEMBLY
PER UBC TABLE 7-B 18-1.3 &17-1.3
SCALE: 3" = 1'-0"CONCRETE-ENCASED GROUNDING
2"
M
I
N
.
DIRECT
CONTACT W/
EARTH
SCALE: 3/4"=1'-0"
20'-0" MIN.
GROUNDING ELECTRODE
GROUNDING ELECTRODE
CONDUCTOR
NON-METALLIC SLEEVE
GROUNDING CLAMP
#4 AWG OR
LARGER BARE
COPPER
CONDUCTOR OR
STEEL
REINFORCING BAR
OR ROD NOT LESS
THAN 1/2" DIA.
DEVICE
CONCRETE FOUNDATION
NOTES: 1.) CONCRETE-ENCASED GROUNDING SHALL COMPLY W/ CEC, SEC. 250 &
OTHER APPLICABLE CODES; 2.) GROUNDING CLAMPS SHALL BE LISTED FOR THE
MATERIALS OF THE GROUNDING ELECTRODE & THE GROUNDING ELECTRODE
CONDUCTOR & WHERE USED ON PIPE, ROD OR OTHER BURIED ELECTRODES SHALL
BE LISTED FOR DIRECT SOIL BURIAL; 3.) NOT MORE THAN ONE CONDUCTOR SHALL BE
CONNECTED TO THE GROUNDING ELECTRODE BY A SINGLE CLAMP OR FITTING
UNLESS THE CLAMP OR FITTING IS LISTED FOR MULTIPLE CONDUCTORS; 4.)
GROUNDING CLAMPS SHALL COMPLY WITH CEC 250-70.
GROUNDING
ELECTRODE
CONDUCTOR DOES
NOT HAVE TO BE
LARGER THAN #4
COPPER (CEC
TABLE 250-66)
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
D
e
t
a
i
l
s
.
d
w
g
Details
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
D
e
t
a
i
l
s
.
d
w
g
Details
DETAILS
AD.1
TYPICAL/MISC.
1 1/2"2 1/2"
7
1
/
4
"
1
1
/
2
"
5
1
/
4
"
2"1 1/2"
ROOF SLATE SHINGLES OVER TWO
LAYERS OF 30 LB. ROOFING FELT UNDERLAYMENT
PLYWOOD ROOF SHEATHING (PER STRUCTURAL
DWGS.)
ONE LAYER OF 72 POUND MINERAL-SURFACED,
NONPERFORATED CAP SHEET COMPLYING WITH
ASTM D 3909
1.75X7.25 M/L ROOF RAFTERS (PER STRUCT'L DWGS.)
FOAM ANTI-PONDING STRIP
1X3 STARTER BOARD
LAP ROOFING UNDERLAYMENT OVER FLASHING
FLANGE
CORROSION-RESISTANT METAL EDGE FLASHING
2X8 BLOCKING
2X4 BLOCKING
40 mil SELF-ADHERED ELASTOMERIC MEMBRANE
FROM BEHIND PLASTER STOP AND LAP 6" MIN. OVER
FIRST LAYER OF GRADE 'D' BUILDING PAPER
BATT INSULATION (PER TITLE 24 REPORT)
5/8" TYPE 'X' GYPSUM BOARD
PLYWOOD SHEATHING (PER STRUCTURAL DRAWINGS)
2X6 EXTERIOR STUD WALL FRAMING
22" WIDE CORROSION RESISTANT METAL
VALLEY FLASHING WITH 1" MN. "V" CRIMP
- SHALL NOT BE LESS THAN 0.019 INCH THICKNESS
SECURE VALLEY FLASHING W/ CLIPS OF
SIMILAR OR COMPATIBLE MATERIAL WITH
METAL SQUARE HEAD ROOFING NAILS,
SECURE AT 24" O.C. (DO NOT NAIL THROUGH
VALLEY FLASHING)
ONE LAYER OF 72 POUND MINERAL-
SURFACED NONPERFORATED CAP SHEET
COMPLYING WITH ASTM D 3909
MIN. 36" WIDE SWEAT SHEET OF 30#
UNDERLAYMENT FELT UNDER ROOFING FELT
RUNNING THE FULL LENGTH OF THE VALLEY
PLYWOOD ROOF SHEATHING (PER STRUCTURAL DWGS.)
ROOF SLATE SHINGLES OVER TWO
LAYERS OF 30 LB. ROOFING FELT UNDERLAYMENT
1.75 x 7.25 M/L RAFTERS (PER STRUCT'L DWGS)
ONE LAYER OF 72 POUND MINERAL-SURFACED,
NONPERFORATED CAP SHEET COMPLYING WITH
ASTM D 3909
PLYWOOD ROOF SHEATHING (PER STRUCTURAL DWGS.)
RIDGE SLATE SHINGLE
PROVIDE ONE 12" WIDE LAYER 40 mil SELF
ADHERED MEMBRANE UNDER NAILER
ROOF SLATE SHINGLE OVER TWO
LAYERS OF 30 LB. ROOFING FELT UNDERLAYMENT
SEALER STRIP - PER ROOFING
MANUFACTURER'S SPECIFICATIONS
2X ROOF RAFTERS
RIDGE/HIP BEAM (DBL. M/L PER STRUCTURAL)
7SCALE: 3" = 1'-0"
8SCALE: 3" = 1'-0"
9SCALE: 3" = 1'-0"
10SCALE: 3" = 1'-0"-
DECK COATING "DEX-O-TEX" (PER FLOOR PLAN)
OVER 1/2" EXTERIOR GRADE PLYWOOD, TYPICAL
7/8" EXTERIOR PLASTER OVER (2) LAYERS
GRADE 'D' PAPER BACKED METAL LATH
DECK JOISTS (PER STRUCTURAL DRAWINGS)
2"
2
1
/
2
"
2"
2x WOOD STUDS (PER STRUCTURAL DRAWINGS)
FLOOR FRAMING (PER STRUCTURAL DRAWINGS)
GALVANIZED "Z" BAR SCREED FLASHING
WEEP SCREED @ DECK
CORROSION-RESISTANT WEEP SCREED
2"
MI
N
.
6"
8"
MI
N
.
FINISH GRADE
PLASTER FINISH COAT OVER FACE
OF CONCRETE SLAB/FOOTING
2x6 P.T.D.F. SILL PLATE
PROVIDE PLYWOOD SHEAHTHING BEHIND SCREED AT
AREAS WITHOUT SHEAR PANELS TO MATCH
THICKNESS OF SHEAR PANELS, TYP.
CONT. 12" STRIP OF SELF-ADHERED MEMBRANE -
LAP OVER SCREED FLANGE (PROVIDE BLOCKING AS
REQUIRED FOR SOLID BACKING)
BATT INSULATION (PER TITLE 24 REPORT)
LAP GRADE 'D' PAPER OVER SCREED FLANGE
FINISH FLOORING
(OR EQUAL) AND 1/2" EXTERIOR GRADE PLYWOOD
TWO LAYERS GRADE 'D' BUILDING PAPER
7/8" EXTERIOR PLASTER OVER METAL LATH,
5/8" TYPE 'X' GYPSUM BOARD
2X6 EXTERIOR STUD WALL FRAMING
CONCRETE FOUNDATION (PER STRUCTURAL
DRAWINGS)
WEEP SCREED @ GRADE
1
2
3
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
EAVE DETAIL
TYPICAL VALLEY FLASHING
4SCALE: 3" = 1'-0"
TYPICAL RIDGE/HIP 5SCALE: 3" = 1'-0"
6SCALE: 3" = 1'-0"
7
8
9 SCALE: 3" = 1'-0"
4SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
CATHEDRAL CLG. DETAIL
11SCALE: 3" = 1'-0"
7
1
/
4
"
1
1
/
2
"
5
1
/
4
"
2"2"1 1/2"
ROOF SLATE SHINGLES OVER TWO
LAYERS OF 30 LB. ROOFING FELT UNDERLAYMENT
ONE LAYER OF 72 POUND MINERAL-SURFACED,
NONPERFORATED CAP SHEET COMPLYING WITH
ASTM D 3909
1.75 X 7.25 M/L ROOF RAFTERS
(PER STRUCTURAL DWGS.)
PLYWOOD ROOF SHEATHING
(PER STRUCTURAL DWGS.)
2 1/2"1 1/2"
RIGID INSULATION PER T-24
EXTERIOR BALCONY DRAIN BOX
4"
2"
STAINLESS STEEL
GRATE
STAINLESS SHEET METAL
TRENCH DRAIN PAN W/
+2" OVERFLOW DAM
4" PVC OR ABS
ROOF DRAIN PIPE
INSTALL W/ DIRECTIONAL
DWV FITTINGS.
OVERFLOW @ +2"
HIGH AND DRAINED SEPARATELY.
10 1/4"
4X FRMG JOISTS
(PER STRUCTURAL DRAWINGS)
DROP SOFFIT WITH CLASS 'A'
1-HR CONSTRUCTION
SLOPE TO DRAIN SLOPE TO DRAIN
SLOPE TO DRAIN TO WALL DRAIN
SEE 2ND FLR FLAN A2.2
(OR EQUAL) AND 1/2" EXTERIOR GRADE PLYWOOD
TWO LAYERS GRADE 'D' BUILDING PAPER
7/8" EXTERIOR PLASTER OVER METAL LATH,
2"
MI
N
.
6"
8"
MI
N
.
FINISH GRADE
PLASTER FINISH COAT OVER FACE
OF CONCRETE SLAB/FOOTING
2x6 P.T.D.F. SILL PLATE
PROVIDE PLYWOOD SHEAHTHING BEHIND SCREED AT
AREAS WITHOUT SHEAR PANELS TO MATCH
THICKNESS OF SHEAR PANELS, TYP.
CONT. 12" STRIP OF SELF ADHERED MEMBRANE -
LAP OVER SCREED FLANGE (PROVIDE BLOCKING AS
REQUIRED FOR SOLID BACKING)
CORROSION RESISTANT WEEP SCREED
LAP GRADE 'D' PAPER OVER SCREED FLANGE
(OR EQUAL) AND 1/2" EXTERIOR GRADE PLYWOOD
TWO LAYERS GRADE 'D' BUILDING PAPER
7/8" EXTERIOR PLASTER OVER METAL LATH,
5/8" TYPE 'X' GYPSUM BOARD
2X6 EXTERIOR STUD WALL FRAMING
CONCRETE FOUNDATION
VA
R
I
E
S
CURB WIDTH PER
STRUCTURAL DRAWINGS
(PER STRUCTURAL DRAWINGS)
WEEP SCREED @ CURB
WOOD BLOCKING PER
STRUCTURAL
GRK, SS 5/16"
FASTENER 3/4" SIDING
OR 7/8" STUCCO
5" X 5" BASE PLATE
5/8"
3/4"3/4"3 3/4"
DEX-O-TEC
TRIM RING
5/8"
5"
STAINLESS STEEL DRIP
EDGE
SST STANCHION
RAILING POST
3/4" PLYWOOD
7/8" EXTERIOR PLASTER OVER METAL
LATH, TWO LAYERS GRADE 'D'
BUILDING PAPER (OR EQUAL) AND 1/2"
EXTERIOR GRADE PLYWOOD
CONT. 12" STRIP OF SELF-ADHERED
MEMBRANE -LAP OVER GRADE 'D'
BUILDING PAPER
4X FRMG (RIPPED TO SLOPE).
(PER STRUCTURAL DRAWINGS)
SLOPE TO DRAIN BOX
PER PLAN AND 11/AD2
10SCALE: 3" = 1'-0"CABLE RAIL MOUNTING DETAIL
CORROSION-RESISTANT METAL GUTTER
CORROSION RESISTANT METAL EDGE FLASHING
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
D
e
t
a
i
l
s
.
d
w
g
Details
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
D
e
t
a
i
l
s
.
d
w
g
Details
DETAILS
AD.2
TYPICAL/MISC.
SELF-SEALING, TEAR-RESISTANT WATERPROOF
MEMBRANE - WEATHERLAP AS INDICATED, TYP.
WINDOW, DOOR OR OTHER FRAMED PENETRATION
REFER TO EXTERIOR ELEVATIONS AND DETAILS
SEAL BETWEEN FRAME/FLANGE AND 'SISAL
KRAFT' PAPER (OR APPROVED ALTERNATE), WITH
BITUTHENE SEALANT, TYPICAL ALL AROUND
LAP 2" MINIMUM AT HORIZONTAL JOINTS,
AND 6" MINIMUM AT VERTICAL JOINTS.
"60 MINUTE" GRADE 'D' WATER-RESISTANT
TO EXTERIOR, TYPICAL NOTE: USE TWO LAYERS
AT PLASTER OVER PLYWOOD AREAS TYPICAL
BUILDING PAPER WEATHERLAP TO SHED WATER
TRIM, OR OTHER FINISH - PROVIDE WEATHER
SEE EXTERIOR ELEVATIONS FOR STUCCO, WOOD
"THIS DETAIL APPLIES TO ALL PENETRATIONS"
NOTES:
PROTECTION, INCLUDING FLASHING AND
COUNTERFLASHING PER CURRENT C.B.C.
C
B
A
A
B C
D 12" WIDE MIN. FLEXIBLE, HIGH-STRENGTH,
12"
MIN. TYP.
LA
P
4
"
MI
N
.
,
T
Y
P
.
LAP 4"
MIN., TYP.
*
1SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
PENETRATION FLASHING SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
--
SCALE: 3" = 1'-0"
SCALE: 3" = 1'-0"
2
3
7
8
912
11
10
-
WINDOW HEAD
WINDOW JAMB
WINDOW SILL
FACE OF WALL
BATT INSULATION (PER TITLE 24 REPORT)
BATT INSULATION (PER TITLE 24 REPORT)
BATT INSULATION (PER TITLE 24 REPORT)
7/8" EXTERIOR PLASTER OVER METAL LATH,
TWO LAYERS GRADE 'D' BUILDING PAPER
5/8" TYPE 'X' GYPSUM BOARD
2X4 EXTERIOR STUD WALL FRAMING
LINE OF JAMB BEYOND
ONE LAYER OF SELF ADHERED MEMBRANE OVER
WINDOW FLANGE AND 6" UP FACE OF WALL
HEADER - REFER TO STRUCTURAL DRAWINGS
PLYWOOD WALL SHEATHING, WHERE OCCURS
(REFER TO STRUCTURAL DRAWINGS)
7/8" EXTERIOR PLASTER OVER METAL LATH,
TWO LAYERS GRADE 'D' BUILDING PAPER
5/8" TYPE 'X' GYPSUM BOARD
2X4 EXTERIOR STUD WALL FRAMING
PLYWOOD WALL SHEATHING, WHERE OCCURS
(REFER TO STRUCTURAL DRAWINGS)
ONE LAYER OF SELF ADHERED MEMBRANE
BEHIND WINDOW FLANGE AND 6" OUT
LAP (1) LAYER OF GRADE 'D' BUILDING PAPER
UNDER SELF ADHERED MEMBRANE
LAP (1) LAYER OF GRADE 'D' BUILDING PAPER
UNDER GRADE 'D' PAPER BIB
ONE LAYER OF 40 mil SELF ADHERED MEMBRANE
BEHIND WINDOW FLANGE AND INTO ROUGH
OPENING, AND 6" DOWN FACE OF WALL
7/8" EXTERIOR PLASTER OVER METAL LATH,
TWO LAYERS GRADE 'D' BUILDING PAPER
2X4 EXTERIOR STUD WALL FRAMING
5/8" TYPE 'X' GYPSUM BOARD
PLYWOOD WALL SHEATHING, WHERE OCCURS
(REFER TO STRUCTURAL DRAWINGS)
LINE OF JAMB BEYOND
VINYL WINDOW SYSTEM
VINYL WINDOW SYSTEM
VINYL WINDOW SYSTEM
BATT INSULATION (PER TITLE 24 REPORT)
7/8" EXTERIOR PLASTER OVER METAL LATH,
TWO LAYERS GRADE 'D' BUILDING PAPER
(OR EQUAL) AND 1/2" EXTERIOR GRADE PLYWOOD
5/8" TYPE 'X' GYPSUM BOARD
2X6 EXTERIOR STUD WALL FRAMING
PLYWOOD WALL SHEATHING, WHERE OCCURS
(REFER TO STRUCTURAL DRAWINGS)
PROVIDE METAL CASING AT KERF
TO TERMINATE GYPSUM BOARD
ONE LAYER OF SELF ADHERED MEMBRANE- LAP
BEHIND FLASHING FLANGE, INTO ROUGH OPENING
AND 6" OUT FACE OF WALL
LAP TWO LAYERS GRADE 'D' BUILDING PAPER
OVER FLASHING FLANGE
WOOD DOOR FRAME
LINE OF BASE BELOW
CORROSION RESISTANT METAL FLASHING SET INTO
KERF AT DOOR JAMB
DOOR (REFER TO EXTERIOR ELEVATIONS)
BATT INSULATION (PER TITLE 24 REPORT)
CORROSION RESISTANT METAL FLASHING
7/8" EXTERIOR PLASTER OVER METAL LATH,
TWO LAYERS GRADE 'D' BUILDING PAPER
5/8" TYPE 'X' GYPSUM BOARD
2X6 EXTERIOR STUD WALL FRAMING
LINE OF JAMB BEYOND
ONE LAYER OF SELF ADHERED MEMBRANE OVER
FLASHING FLANGE AND 6" UP FACE OF WALL
HEADER - REFER TO STRUCTURAL DRAWINGS
PLYWOOD WALL SHEATHING, WHERE OCCURS
(REFER TO STRUCTURAL DRAWINGS)
LAP GRADE 'D' BUILDING PAPER OVER
FLASHING FLANGE
LAP TWO LAYERS GRADE 'D' BUILDING PAPER
OVER FLASHING FLANGE
WOOD DOOR FRAME
PROVIDE METAL CASING TO
TERMINATE GYPSUM BOARD
CORROSION RESISTANT METAL FLASHING
WITH DRIP EDGE
DOOR (REFER TO EXTERIOR ELEVATIONS)
NOTE:
REFER TO DETAIL 1/AD.1
FOR FLASHING AND BLD.'G
PAPER INSTALLATION
REQUIREMENTS.
NOTE:
REFER TO DETAIL 2/AD.1
FOR FLASHING AND BLD.'G
PAPER INSTALLATION
REQUIREMENTS.
SCALE: 3" = 1'-0"6
DOOR HEAD 4SCALE: 3" = 1'-0"
DOOR JAMB SCALE: 3" = 1'-0"5
FINISH FLOORING
40 mil SELF ADHERED MEMBRANE OVER WOOD
SPACER AND 2" MIN. DOWN FACE OF SLAB
DOOR (REFER TO EXTERIOR ELEVATIONS)
ALUMINUM THERMAL BARRIER THRESHOLD
WITH SLIP RESISTANT SURFACE - SET
THRESHOLD IN APPROVED MASTIC -
(MECHANICALLY FASTEN)
12"
M
I
N
.
4"
M
A
X
.
DOOR THRESHOLD @ BALCONY
NOT USED
DECK FRAMING (PER STRUCTURAL DRAWINGS)
FLOOR FRAMING (PER STRUCTURAL DRAWINGS)
REFER TO STRUCTURAL DETAILS
PLOT DATE:
SCALE:
DESIGN BY:
DRAWN BY:
CHECKED DATE:
FILE NAME:
SH
E
E
T
S
:
REVISIONS:
BILL DURANT
Th
e
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
94
4
V
i
a
L
i
d
o
N
o
r
d
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
3
P 562.424.8816 F 562.424.8440
STAMP:
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
D
e
t
a
i
l
s
.
d
w
g
Details
BI
L
L
D
U
R
A
N
T
De
s
i
g
n
e
r
/
B
u
i
l
d
e
r
22
5
9
O
r
a
n
g
e
A
v
e
n
u
e
Si
g
n
a
l
H
i
l
l
,
C
a
l
i
f
o
r
n
i
a
9
0
7
5
5
July 24, 2020
RM / KC
AS NOTED
Z:
\
P
r
o
j
e
c
t
F
o
l
d
e
r
s
\
P
r
o
j
e
c
t
s
-
2
0
1
8
\
9
4
4
V
i
a
L
i
d
o
N
o
r
d
T
r
u
s
t
\
3
-
P
l
o
t
S
h
e
e
t
s
\
D
e
t
a
i
l
s
.
d
w
g
Details
DETAILS
AD.3
DOOR AND WINDOW
STRONG-WALL®
WOOD SHEARWALL
TOP PLATES
RIM JOIST, BEAM,
OR BLOCKING
IF APPLICABLE
HEX NUT AND
STRUCTURAL
WASHER
WSW HOLDOWN
SEE 10/WSW2 FOR
ALLOWABLE EDGE AND
FACE DRILL ZONES
WSW DESIGNED TO PROVIDE 18" GAP BETWEEN
LSL AT BASE OF WSW AND CONCRETE. ENSURE
CONCRETE IS LEVEL AND SMOOTH BENEATH
PANEL. GRIND OR FILL AS NECESSARY.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
OR6 7
OR4 5
ALTERNATE
78" MAXIMUM WOOD SHIM.
FOR SHIMS GREATER THAN
78", SEE 9/WSW2.
WSW-TOW SHEAR
TRANSFER PLATE
ALTERNATE WSW GARAGE FRONT OPTIONS
FR
A
M
I
N
G
D
E
T
A
I
L
S
EN
G
I
N
E
E
R
E
D
D
E
S
I
G
N
S
0
07
/
0
1
/
2
0
1
6
MODEL NO.W (in.) H (in.)
ANCHOR BOLTS TOTAL WALL
WEIGHT (lb.)QUANTITY DIA. (in.)
WSW12x7 12 78 2 7/8 100
WSW18x7 18 78 27/8 145
WSW12x7.5 12 85 1/2 2 7/8 110
WSW18x7.5 18 85 1/2 2 7/8 155
WSW12x8 12 93 1/4 2 7/8 115
WSW18x8 18 93 1/4 2 7/8 165
WSW24x8 24 93 1/4 2 1 225
WSW12x9 12 105 1/4 2 7/8 130
WSW18x9 18 105 1/4 2 7/8 185
WSW24x9 24 105 1/4 2 1 245
WSW12x10 12 117 1/4 2 7/8 140
WSW18x10 18 117 1/4 2 7/8 205
WSW24x10 24 117 1/4 2 1 270
WSW12x11 12 129 1/4 2 7/8 150
WSW18x11 18 129 1/4 2 7/8 220
WSW24x11 24 129 1/4 2 1 295
WSW12x12 12 141 1/4 2 7/8 165
WSW18x12 18 141 1/4 2 7/8 240
WSW24x12 24 141 1/4 2 1 320
WSW18x13 18 153 1/4 2 7/8 255
WSW24x13 24 153 1/4 21 345
WSW24x14 24 168 21 375
WSW24x16 24 192 2 1 425
WSW18x20 18 240 27/8 385
WSW24x20 24 240 2 1 520
NOTES:
1. FOR HEIGHTS NOT LISTED, ORDER THE NEXT TALLEST PANEL AND TRIM TO FIT. MINIMUM
TRIMMED HEIGHT FOR ALL PANELS IS 74½".
2. ALL PANELS COME WITH TWO PRE-ATTACHED HOLDOWNS, TWO STANDARD HEX NUTS,
TWO STRUCTURAL WASHERS, TWO WSW-TOW PLATES AND INSTALLATION INSTRUCTIONS.
3.ALL PANELS ARE 3½" THICK.
STRONG-WALL®WOOD SHEARWALL MODELS
SEE SHEETS WSW1 AND
WSW1.1 FOR ANCHORAGE
SOLUTIONS
HEX NUT AND
STRUCTURAL
WASHER
PLACE STRONG-WALL® WOOD SHEARWALL
OVER THE ANCHOR BOLTS AND SECURE WITH
WASHER AND HEX NUTS (PROVIDED). SNUG TIGHT
FIT REQUIRED; DO NOT USE AN IMPACT WRENCH.
x USE 1516" WRENCH FOR 78" NUT
x USE 112" WRENCH FOR 1" NUT
SEE SHEETS WSW1 AND
WSW1.1 FOR ANCHORAGE
SOLUTIONS
STRONG-WALL®
WOOD SHEARWALL
STRONG-WALL®
WOOD SHEARWALL
STRONG-WALL®
WOOD SHEARWALL
JOIST HANGER
(IF REQUIRED)
FRAMING
BY OTHERS
(TYPICAL)
SILL PLATE
ANCHORAGE
BY OTHERS
STRONG-WALL®WOOD SHEARWALL HEIGHT TO INCLUDE THE
DEPTH OF THE FLOOR SYSTEM AND SHALL BE INSTALLED
DIRECTLY ON THE FOUNDATION. SPECIFY PANEL HEIGHT FROM
TOP OF FOUNDATION TO UNDERSIDE OF TOP PLATES OR BEAM.
TOP
PLATES
78" MAXIMUM
WOOD SHIM.
FOR SHIMS
GREATER THAN
78", SEE 9/WSW2.
ATTACH WSW-TOW PLATES
(PROVIDED) TO FRAMING AND
WSW PANEL BOTH SIDES
USING 10d x 212" NAILS MIN.
FOR ALTERNATE CONNECTION
SEE 7/WSW2.
4
OR6 7 ALTERNATE
4
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
ROUGH
OPENING
HEIGHT
H CURB
SHEAR TRANSFER DESIGN
AND DETAILS BY OTHERS
POST AND CONNECTION
DETAILS BY OTHERS
318" MIN. WIDTH BY 9 14" MIN. DEPTH
HEADER BY OTHERS. FOR WSW AND
HEADER FURRING REQUIREMENTS,
WHEN APPLICABLE, SEE DETAILS
4/WSW4 AND 5/WSW4.
GARAGE HEADER ROUGH OPENING HEIGHT
MODEL NO. H CURB
ROUGH
OPENING
HEIGHT
WSW12x7
WSW18x7
WSW24x7
512"6'-1112"
6"7'-0"
WSW12x7.5
WSW18x7.5
WSW24x7.5
0"7'-112"
WSW12x8
WSW18x8
WSW24x8
512"8'-234"
6"8'-314"
NOTES:
1. IF REQUIRED ROUGH OPENING HEIGHT
EXCEEDS TABLE VALUE, SPECIFY NEXT
TALLER PANEL AND TRIM AS NECESSARY.
THE STRONG-WALL® WOOD SHEARWALL MAY
BE TRIMMED TO A MINIMUM HEIGHT OF 7412".
2. FURRING DOWN GARAGE HEADER MAY BE
REQUIRED FOR CORRECT ROUGH OPENING
HEIGHT.
GARAGE WALL OPTION 1 GARAGE WALL OPTION 2
FOR GARAGE WALL OPTION 2, REGISTERED DESIGN
PROFESSIONAL SHALL DESIGN AND DETAIL FOR :
1. SHEAR TRANSFER
2. OUT-OF-PLANE LOADING EFFECT
3. INCREASED OVERTURNING AND DRIFT DUE TO
ADDITIONAL HEIGHT
ALIGN WSW-TOW
NOTCHES WITH
BOTTOM OF TOP
PLATES
SECTION4x FRAMING
FOR 518"–512" FRAMING, ATTACH DFL, SP OR SCL WOOD
FURRING BLOCK BETWEEN WSW PANEL AND WSW-TOW WITH
SDS 14" x 312" SCREWS (MIN.) OR 16d COMMON NAILS (8 TOTAL
FASTENERS FOR WSW12, 10 FOR WSW18 AND 14 FOR WSW24).
MINIMUM BLOCK SIZE IS 134" x 1178" x WSW PANEL WIDTH.
2"
MIN.
3" MIN.
3" MIN.
2" MIN.
DFL, SP OR
SCL WOOD
FURRING
BLOCK
(REQUIRED
FOR 518"–512"
FRAMING
MEMBERS)
TOP
PLATES
78" MAXIMUM
WOOD SHIM.
FOR SHIMS
GREATER
THAN 78", SEE
9/WSW2.
ATTACH WSW-TOW PLATE
(PROVIDED) ON ONE SIDE
ONLY WITH A COMBINATION OF
SDS 14" x 6" AND SD #10 x 112"
CONNECTOR SCREWS
(ORDER SEPARATELY AS
WSW-TOW__KT)
ALIGN WSW-TOW
NOTCHES WITH
BOTTOM OF TOP
PLATES
SIMPSON STRONG-TIE®
A35 FRAMING ANCHORS
DOUBLE
TOP PLATES
OPTIONAL 1" DIAMETER BY
14" DEEP COUNTERBORE
WSW-TOW ALTERNATE CONNECTION KIT
MODEL NO.FASTENER QUANTITY
SD #10 x 112"SDS14" x 6"
WSW-TOW12KT 20 2
WSW-TOW18KT 28 4
WSW-TOW24KT 40 8
FURRING NOT
REQUIRED FOR
ALTERNATE TOP
CONNECTION
EXCEPT AS
REQUIRED FOR
FINISH MATERIAL
ATTACHMENT
B
W
L
L= W(MIN.)
NOTES:
1. MAINTAIN END DISTANCES TO PREVENT
SCREWS FROM PENETRATING THROUGH
THE OUTER EDGES.
2. INSTALL SCREWS PERPENDICULAR TO
THE TOP PLATE.
3. EDGE DISTANCES ASSUME DOUBLE TOP
PLATE.
SECTION VIEW2X6 OR WIDER FRAMING
A
INSTALLATION NOTES :
1. ACTUAL CUT LENGTH (L) MUST BE GREATER THAN OR
EQUAL TO PANEL WIDTH (W).
2. THIS DETAIL APPLICABLE FOR SLOPES UP TO 12:12.
3. PANELS TALLER THAN 12' MUST BE DESIGNED FOR THE
APPLICATION.
EDGE DISTANCE FOR SCREWS
SLOPE A (in.) B (in.)
0:12-4:12 2 3
5:12-8:12 1 1/2 4 1/2
9:12-12:12 1/2 5 1/2
(4) SIMPSON
STRONG-TIE®
LTP4 OR A35
FRAMING ANGLES.
MAY BE USED IN
COMBINATION
(2 PER SIDE).
NO HOLES
IN HATCHED
REGION.
END OF PANEL TO
NEAREST SCREW
(SEE TABLE)
INSTALL SDS 14" x 6" SCREWS
(ORDER SEPARATELY). INSTALL
IN 2 ROWS AS SHOWN AND
COUNTERSINK AS REQUIRED.
SIMPSON STRONG-TIE®
LTP4 FRAMING ANCHORS
STRONG-WALL®
WOOD SHEARWALL
PLAN VIEW
SDS SCREW SPACING
138" O.C. MIN.12" MIN. SDS TIP TO CHASE
QTY. OF SDS14" x 6" SCREWS REQ'D.
WSW12 4
WSW18 8
WSW24 12
12" MIN. AT EDGE
1" MIN.
FROM EDGE
W
114" MIN.
ROW SPACING
SECTION
FOR 8" TO 12" BLOCK DEPTHS:
ATTACH SIMPSON STRONG-TIE® CS16 STRAPS AT
EDGE OF WSW PANEL (EACH SIDE) USING 10d x 1½" NAILS
SHIM BLOCK HEIGHTS GREATER THAN 8" AND UP TO 10":
x 8 NAILS INTO BLOCKx8 NAILS INTO WSW PANEL
SHIM BLOCK HEIGHTS GREATER THAN 10" AND UP TO 12":x 10 NAILS INTO BLOCKx10 NAILS INTO WSW PANEL
REGISTERED DESIGN PROFESSIONAL
SHALL DESIGN AND DETAIL FOR :
1. SHEAR TRANSFER
2. OUT-OF-PLANE LOADING EFFECT
3. INCREASED OVERTURNING AND
DRIFT DUE TO ADDITIONAL HEIGHT
418" TO 12" SHIM BLOCK 1" TO 4" SHIM BLOCK
CRIPPLE WALL
INSTALL SDS 14" x 6" SCREWS
(MIN.) FROM THE TOP SIDE OF
THE PLATES PER QTY. AND
SPACING REQUIREMENTS
DETAILED IN 8/WSW2.
STRONG-WALL®
WOOD SHEARWALL
FULL-HEIGHT
ADJACENT FRAMING
BY OTHERS
LTP4
SPACING
BY OTHERS
4x SHIM
BLOCK
FULL-HEIGHT
ADJACENT
FRAMING BY
OTHERS
SEE 6 & 7/WSW2 FOR
TOP CONNECTION
CRIPPLE SHEARWALL,
BLOCKING AND STRAP
BY OTHERS
NO HOLES ALLOWED
IN TOP 8" OF PANEL
FACE DRILL ZONE
CENTER 458" OF PANEL
FACE AS SHOWN
ALTERNATE
FRAMING BY OTHERS
(NOT SHOWN FOR
CLARITY)
1. STRONG-WALL WOOD SHEARWALL IS MANUFACTURED AND TRADEMARKED BY "SIMPSON
STRONG-TIE COMPANY INC."HOME OFFICE: 5956 W. LAS POSITAS BLVD. , PLEASANTON, CA
94588 TEL: (800) 999-5099, FAX: (925) 847-1597. "SIMPSON STRONG-TIE COMPANY INC." IS AN ISO
9001-2008 REGISTERED COMPANY.
2. USE OF THIS PRODUCT IS SUBJECT TO THE APPROVAL OF THE LOCAL BUILDING DEPARTMENT.
3. THIS PRODUCT IS PART OF THE OVERALL LATERAL FORCE RESISTING SYSTEM OF THE
STRUCTURE. DESIGN OF THE BUILDING'S LATERAL FORCE RESISTING SYSTEM, INCLUDING THE
LOAD PATH TO TRANSFER LATERAL FORCES FROM THE STRUCTURE TO THE GROUND, IS THE
RESPONSIBILITY OF THE DESIGNER.
4. ENGINEER OF RECORD IS PERMITTED TO MODIFY DETAILS FOR SPECIFIC CONDITIONS.
5. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ELEVATIONS, ETC. PRIOR TO
INSTALLATION OF ANY COMPONENTS FOR THE STRONG-WALL SB SYSTEM. IF ANY
DISCREPANCIES ARE FOUND, THEY SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNER
FOR CLARIFICATION PRIOR TO CONSTRUCTION.
6. INSTALLATION OF PRODUCT SHALL BE DONE IN CONFORMANCE TO THESE DRAWINGS. THE
PERFORMANCE OF MODIFIED PRODUCTS OR ALTERED INSTALLATION PROCEDURES ARE THE
SOLE RESPONSIBILITY OF THE DESIGNER.
7. SIMPSON STRONG-TIE COMPANY INC. RESERVES THE RIGHT TO CHANGE SPECIFICATIONS,
DESIGNS, AND MODELS WITHOUT NOTICE OR LIABILITY FOR SUCH CHANGES.
8. ALL HARDWARE CALLED OUT IS SIMPSON STRONG-TIE.
9. SEE ICC-ES ESR-2652 OR CITY OF LOS ANGELES RR25730 AS APPLICABLE FOR ADDITIONAL
INFORMATION.
6
1" DIAMETER
BY 14" DEEP
COUNTERBORE
STRONG-WALL®
WOOD SHEARWALL
SECTION6x FRAMING
INSTALL SDS 14" x 6" SCREWS AT
AN ANGLE THAT PREVENTS
THEM FROM EXITING SIDE OF
FRAMING; APPROX.
30 DEGREES (TYP.)
INSTALL
WSW-TOW ON
EXTERIOR FACE
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
ALLOWABLE SMALL HOLESFACE AND EDGE DRILL ZONES ALLOWABLE LARGE HOLESIN ADDITION TO ALLOWABLESMALL HOLES
STRONG-WALL®
WOOD SHEARWALL
STRONG-WALL®
WOOD SHEARWALL
SDS14" x 312"
SD #10 x 112"
4x SHIM BLOCK
STRONG-WALL®
WOOD SHEARWALL
SEE 6 & 7/WSW2 FOR
TOP CONNECTION
OR6 7 WHEN WSW-PS STRAPS OMITTED,
ALLOWABLE SHEAR VALUES FOR
STANDARD PANEL APPLY.
NAILING
BY OTHERS
FRAMING
BY OTHERS
94
75
1
2
3 8
STANDARD INSTALLATION BASE CONNECTION STANDARD TOP CONNECTION TOP OF WALL HEIGHT ADJUSTMENTS
TRIM ZONE AND ALLOWABLE HOLESALTERNATE TOP CONNECTIONWOOD FLOOR SYSTEM BASE CONNECTIONSINGLE STORY WSW ON CONCRETE
RAKE WALL NOTES
STRONG-WALL® WSW MODELS
10
11
HOLES FOR
WSW24X7 PANEL ONLY
x MAX. OF ONE 458" x 6"
HOLEx8" FROM TOP OF
PANEL, MIN.
NO EDGE HOLES
ALLOWED IN LOWER
26" OF PANEL
NO FACE HOLES
ALLOWED IN LOWER
40" OF PANEL
HOLES
x MAX. THREE
HOLES IN FACE
AND THREE IN
EDGE.
x 34"-DIAMETER
HOLES, MAX.x 6" O.C., MIN.
FACE DRILL ZONE
MAINTAIN 112" MIN.
EDGE DISTANCE
FROM CHASE AND
OUTSIDE EDGE,
TYPICAL.
NO HOLES ALLOWED
IN TOP 8" OF PANEL
EDGE DRILL ZONE
MIDDLE 13 OF PANEL
THICKNESS
2418"
16"
12" ABOVE EXISTING
HOLE, MIN.
®
®
®
®
4" MIN.
CLEARANCE
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
PLACE STRONG-WALL® WOOD SHEARWALL
OVER THE ANCHOR BOLTS AND SECURE WITH
WASHER AND HEX NUTS (PROVIDED). SNUG TIGHT
FIT REQUIRED; DO NOT USE AN IMPACT WRENCH.
x USE 1516" WRENCH FOR 78" NUTxUSE 112" WRENCH FOR 1" NUT
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
STRONG-WALL®
WOOD SHEARWALL
SECTION
4x FRAMING
SECTION
6x FRAMING
REGISTERED DESIGN PROFESSIONAL
IS PERMITTED TO MODIFY DETAILS
FOR SPECIFIC CONDITIONS.
HOLES
x 458"-DIA. HOLES, MAX.
x MAX. OF TWO 458"-DIA. HOLES
OR ONE 414" x 12" HOLE.x NO MINIMUM ON-CENTER
SPACING REQUIRED.
DEC 16, 2022