HomeMy WebLinkAboutPA2021-285_20230120_Architectural Plan Set 36x24PROPERTY LINE
PROPERTY LINE
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F.Y.S.B.
5' - 0"
F.S. 8.92
F.S. 8.92
F.S. 8.92
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30
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85' - 0"
F.S. 7.00
LINE OF SECOND
FLOOR ABOVE
2' - 6"2' - 6"75' - 0"5' - 0"
3'
-
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"
5'
-
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"
19
'
-
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"
3'
-
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"
LINE OF SECOND
FLOOR BALCONY
ABOVE
R.Y.S.B.
5' - 0"
JADU
LINE OF ROOF
ABOVE
LINE OF ROOF
ABOVE
2'
-
0
"
2' - 6"
2'
-
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"
4' - 0"
F.S. 10.33
(E) FS 6.86'
(E) FS 6.72'(E) FS 7.13'
(E) FS 7.06'
2
2
MAXIMUM ALLOWABLE FLOOR AREA 2,900.00 SF
MAXIMUM ALLOWED "RFA" = 2,900 SF 'RFA' AREA IS AREA MEASURED TO THE OUTSIDE FACE OF
THE EXTERIOR WALLS OF A BUILDING OR ACCESORY BUILDING. ANY FLOOR OR PORTION OF A
FLOOR WITH A CEILING HEIGHT GREATER THAN 14 FT SHALL COUNT TWICE THE SQUARE
FOOTAGE OF THAT AREA. THE AREA OF STAIRWAYS AND ELEVATOR SHAFTS SHALL ONLY BE
COUNTED ONCE, REGARDLESS OF CEILING HEIGHT. AREA OF AN ATTIC OR PORTION OF AN ATTIC
WITH A CEILING HEIGHT OF NO MORE THAN SEVEN FEET SHALL INCLUDED IN THE AREA. 'OPEN
VOULMENS' REQUIRE A MINIMUM CLEAR HEIGHT OF 7'-6" AND MINIMUM DEPTH OF 5'-0" (MIN. 15%
OF LOT AREA; 1,800 x 15% = 270 FT) PER NBMC 20.48.180.
RESIDENTIAL FLOOR AREA CALCULATIONS
SECOND FLOOR - 'RFA' AREA TABULATION
(NOT INCLUDING STAIRS AND ELEVATOR)
SECOND FLOOR TOTAL 'RFA' AREA
SECOND FLOOR TOTAL 'OPEN VOLUME' AREA
1,372.90 SF
1,372.90 SF
__285.95 SF
FIRST FLOOR - 'RFA' AREA TABULATION
(INCLUDING STAIRS AND ELEVATOR)
JUNIOR ADU "I"
GARAGE
FIRST FLOOR TOTAL 'RFA' AREA
FIRST FLOOR TOTAL 'OPEN VOLUME' AREA
933.20 SF
168.60 SF
404.75 SF
1506.55 SF
289.75 SF
THIRD FLOOR - AREA TABULATION (EXCLUDED)
(NOT INCLUDING STAIRS, ELEVATOR, EXTERIOR WALLS)
THIRD FLOOR TOTAL AREA _____
THIRD FLOOR TOTAL 'COVERED' AREA
18,10 SF
19.00 SF
__863.25 SF
TOTAL RESIDENCE 'RFA' AREA 2,898.45 SF
TOTAL RESIDENCE 'OPEN VOLUME' AREA (270 SF MIN.) 575.70 SF
BASEMENT FLOOR - 'RFA' AREA
(INCLUDING STAIRS AND ELEVATOR)
BASEMENT FLOOR TOTAL 'RFA' AREA (NOT COUNTED)
1,198.20 SF
1,198.20 SF
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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As indicated
G0.0.2A
COASTAL
DEVELOPMENT
PERMIT
COVERSHEET
12
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Plan Check #
01/12/23
SHEET INDEX - COASTAL DEVELOPMENT PERMIT
Sheet
Number Sheet Name
A2.0.4 BUILDINGD ELEVATIONS
A3.0.3 BUILDING SECTIONS
A3.0.4 BUILDING SECTIONS
CIVIL ENGINEERING DRAWINGS
C1 PRELIMINARY GRADING AND DRAINAGE PLAN
C2 PRELIMINARY SECTIONS AND DETAILS
CP1 CONSTRUCTION POLLUTION PREVENTION PLAN
STRUCTURAL ENGINEERING DRAWINGS
S-N STRUCTURAL PLAN NOTES
SD-1 STRUCTURAL DETAILS
SD-2 STRUCTURAL DETAILS
SD-3 STRUCTURAL DETAILS
SD-4 STRUCTURAL DETAILS
ST-1 STRUCTURAL TYPICAL DETAILS
ST-2 STRUCTURAL TYPICAL DETAILS
TS-1 SECANT TEMPORARY SHORING PLAN
TS-2 SECANT TEMPORARY SHORING PLAN
TS-3 SECANT TEMPORARY SHORING PLAN
TS-4 SECANT TEMPORARY SHORING PLAN
SHEET INDEX - COASTAL DEVELOPMENT PERMIT
Sheet
Number Sheet Name
GENERAL
G0.0.2A COASTAL DEVELOPMENT PERMIT COVERSHEET
G0.0.2B COASTAL DEVELOPMENT PERMIT COVERSHEET
G1.0.1.1 TYPICAL GRAPHIC SYMBOLS
G1.0.1.2 TYPICAL GRAPHIC SYMBOLS
G1.0.2 TYPICAL MATERIAL PATTERNS
G1.0.4 TYPICAL EXTERIOR MATERIALS BOARD
G2.0.1 GENERAL NOTES
G2.0.2 GENERAL NOTES
G2.0.3 GENERAL NOTES
ARCHITECTURAL DRAWINGS
A0.0.1 ARCHITECTURAL SURVEY
A0.2.1 SITE DEMO PLAN
A0.2.3 SITE PLAN
A0.4.1 SQUARE FOOTAGE PLANS
A1.0.3 BASEMENT DIMENSION PLAN
A1.0.4 BASEMENT KEYNOTE PLAN
A1.1.3 FIRST FLOOR DIMENSION PLAN
A1.1.4 FIRST FLOOR KEYNOTE PLAN
A1.2.3 SECOND FLOOR DIMENSION PLAN
A1.2.4 SECOND FLOOR KEYNOTE PLAN
A1.3.3 THIRD FLOOR DIMENSION PLAN
A1.3.4 THIRD FLOOR KEYNOTE PLAN
A1.3.11 THIRD FLOOR EGRESS PLAN
A1.4.3 ROOF DIMENSION PLAN
A1.4.4 ROOF KEYNOTE PLAN
A2.0.1 BUILDINGD ELEVATIONS
A2.0.2 BUILDINGD ELEVATIONS
A2.0.3 BUILDINGD ELEVATIONS
PROJECT CONTACTS
OWNER
GARRET & HEATHER BLAND
14975 CORONA DEL MAR
PACIFIC PALISADES, CA 90272
PHONE: 310.488-3778
EMAIL: GBLAND1986@GMAIL.COM
ARCHITECT
MICHAEL AQUINO
STUDIO WILLIAM HEFNER
5820 WILSHIRE BLVD., SUITE 500
LOS ANGELES, CA 90036
PHONE: (323) 931-1365
EMAIL: MICHAEL@WILLIAMHEFNER.COM
STRUCTURAL ENGINEER
NENO GRGURIC
STRUCTURES
2880 S. COAST HWY
#B
LAGUNA BEACH, CA 92651
PHONE: 949-715-0775
EMAIL: NENO@STRUCTURESENG.COM
SURVEYOR
RYAN WAUFLE
PASCO LARET SUITER
27127 CALLE ARROYO
SUITE 1904
SAN JUAN CAPISTRANO, CA 92675
PHONE: 949.661.6695
EMAIL: RWAUFLE@PSLAENGINEERING.COM
GEOTECHNICAL ENGINEER
DAVID ALBUS
ALBUS & ASSOCIATES
1011 N ARMANDO STREET
ANAHEIM, CA 92705
PHONE: (714) 630-1626 ext 450
EMAIL: DALBUS@ALBUS-KEEFE.NET
CIVIL ENGINEER
ADAM TOAL
TOAL ENGINEERING, INC
139 AVENIDA NAVARRO
SAN CLEMENTE, CA 92672
PHONE: (949) 492-8586 (Ext. 101)
EMAIL: ATOAL@TOALENIGINEERING.COM
TITLE 24
WILLIAM SILER
SCEG ENHINEERING
23975 PARK SORRENTO
SUITE 210
CALABASAS, CA 91302
PHONE: 818.224.2700
EMAIL: WSILER@SCEGINC.COM
LANDSCAPE ARCHITECT
JERRY WILLIAMS
STUDIO WILLIAM HEFNER
5820 WILSHIRE BLVD., SUITE 500
LOS ANGELES, CA 90036
PHONE: (323) 931-1365
EMAIL: JERRY@WILLIAMHEFNER.COM
COASTAL HAZARD REPORT
DAVE SKELLY
GEOSOILS INC
5741 PALMER WAY
CARLSBAD, CA 92010
PHONE: 760-438-3155
EMAIL: DSKELLY@GEOSOILSINC.COM
MEP
WILLIAM SILER
SCEG ENHINEERING
23975 PARK SORRENTO
SUITE 210
CALABASAS, CA 91302
PHONE: 818.224.2700
EMAIL: WSILER@SCEGINC.COM
CONTRACTOR
DERRICK DEJAYNES
CORBIN REEVES CONSTRUCTION
245 FISCHER AVE.
A1
COSTA MESA, CA 92626
PHONE: 949-306-4823
EMAIL: DERRICK@CORBINREEVES.COM
PROJECT INFORMATION
LEGAL DESCRIPTION HEADING LEGAL DESCRIPTION DATA
LEGAL DESCRIPTION
ADDRESS: 125 EAST BAY FRONT, NEWPORT BEACH CA
92661
PIN NUMBER:
CALCULATED LOT AREA: 2,550 SQFT
THOMAS BROS GRID:
APN:050-184-17, 050-184-19
LOT:
BLOCK:
TRACT:
MAP:
ARB (LOT CUT REFERENCE):
MAP SHEET:
JURISDICTIONAL
COMMUNITY PLAN AREA:
AREA PLANNING COMMISSION:
NEIGHBORHOOD COUNCIL: HOA: LITTLE BALBOA ISLAND P.O. ASSOCIATION
PLANNING AND ZONING
ZONING R-BI
HILLSIDE AREA (ZONING CODE)
GENERAL PLAN LAND USE
LIQUEFACTION AREA YES
LANDSLIDE AREA N/A
HIGH DENSITY RESIDENTIAL YES
SPECIAL FLOOD HAZARD ZONE (SFHA) YES
VERY HIGH FIRE HAZARD SEVERITY
ZONE
SPECIAL GRADING AREA
PROJECT DESCRIPTION
PROJECT DESCRIPTION THE PROJECT CONSISTS OF DEMOLISHING THE
EXISTING 2,502 SF TWO-STORY SFD WITH A
RENTAL UNIT; CONSTRUCTION OF A NEW 2,900
SF SINGLE FAMILY DWELLING (SFD) AND A
JUNIOR DWELLING UNIT (JADU). THE HOUSE
COMPRISES TWO LEVELS WITH AN OUTDOOR
COVERED ROOF AND SUBTERRANEAN
BASEMENT W/TEMP. SECANT SHORING,
ATTACHED COVERED TWO PARKING SPACES,
FOUR BEDROOMS & FOUR BATHS. MAX HEIGHT
IS AT 24’-0” FOR THE TWO-STORY HOUSE WITH A
MAX 29’-0” HEIGHT FOR THE OUTDOOR
COVERED ROOF MEASURED FROM ESTABLIHED
GRADE 9'-0" ABOVE SEA LEVEL.
BUILDING TYPE TYPE V B SPRINKLERED
OCCUPANCY GROUP R-3 RESIDENTIAL GROUP OCCUPANCY
OCCUPANCY GROUP U UTILITY FOR GARAGE
FIRE SPRINKLERS NFPA 13 D
SITE COVERAGE
LOT SIZE 2,550 SQFT
NUMBER OF STORIES 2
PROJECT RESTRICTIONS
AREA (FAR) 2,900 SQFT MAX.
FRONTYARD SETBACK 5'-0"
SIDEYARD SETBACK: 3'-0"
REARYARD SETBACK: 5'-0"
HEIGHT RESTRICTION: 29'-0" PITCHED ROOF; 24'-0" FLAT ROOF
TOTAL BUILDABLE AREA 1,800 SQFT MAX.
SEPARATE PERMITS
DEMOLITION
GRADING
SHORING
RETAINING WALLS N/A
MECHANICAL AND PLUMBING
POOL N/A
VICINITY MAP
1/8" = 1'-0"1 PLOT PLAN
NOTE:
MAXIMUM HEIGHT OF ACCESSORY
STRUCTURES IS 42 INCHES IN FRONT
SETBACK AREA AS MEASURED FROM
EXISTING PRE-CONSTRUCTION GRADE.
1
2
2
THIS PROJECT COMPLIES WITH THE FOLLOWING CODES:
2019 CRC; 2019 CBC; 2019 CPC; 2019 CEC; 2019 CMC; 2019
CALIFORNIA ENERGY CODE; 2019 CALIFORNIA GREEN
BUILDING STANDARD CODE (CG); & CHAPTER 15 OF THE
NEWPORT BEACH MUNICIPAL CODE (NBMC)
DEFERRED SUBMITTALS TO BE REVIEWED BY PROJECT
ARCHITECT OR ENGINEER OF RECORD AND CERTIFIED
PRIOR TO SUBMITTAL FOR PLAN CHECK OR APPROVAL
BY CITY.
NOTE:
SOLAR PV WITH A MINIMUM OF 3,645 kW DC MUST BE
OBTAINED UNDER SEPARATE REVIEW AND PERMIT
NOTE:
OBTAIN FIRE SPRINKLER PERMIT PRIOR TO CALLING FOR
ROOF SHEETING INSPECTION
Revision Schedule
#
Description
Date
1
Revision 1 CDP Application
01/28/2022
2
Revision 1 Plan Check Corrections
11/08/2022
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
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G0.0.2B
COASTAL
DEVELOPMENT
PERMIT
COVERSHEET
12
5
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
2Ga
4way2Ga
MS2Ga
TIMER2Ga
+3' -0"
3
+3' -0"
4
+3' -0"
GDO
EL
GDO
3way2Ga
DR2Ga
OR2Ga
KP
+3' -0"
1Ga
1/2
1/21Ga
1Ga
1Ga
WP1Ga
GFI1Ga
ES1Ga
R
+1' -6"
DRY
+1' -6"
DED1Ga
WH
+1' -6"
220v1Ga
Main Panel
Main Panel
Sub Panel
Sub Panel
C1Ga
CO
S/C
S
CO
S/C
S
Fire Panel
Fire Panel
Ph Panel
Ph Panel
TV
SP
SP
SP
SP
SP
+6' -0"
VN
VNH
SH
+3' -0"
TH
HM
HS
RF
CAM
CAM
+7' -0"
Sec Panel
Sec Panel
AL
+3' -0"
CB
+3' -0"
INT
+3' -0"
DB
+3' -0"
DECK DRAIN:
3" SQUARE FLOOR DRAIN.SLOPE
FLOOR TO DRAIN 2% MIN. DRAIN
FINISH TO MATCH HARDWARE
FINISH. PROVIDE SCUPPER AT
EXTERIOR DECK CONDITIONS.
STEP IN FLOOR: ADJUST
SUBFLOOR AND/OR CONCRETE
SLAB TO ACCOMODATE STEP.
TYPICAL GRAPHIC SYMBOLS
SPOT ELEVATION314.15'
A GRID LINE
DS DOWNSPOUT
2% SLOPE SPOT SLOPE CALLOUT
100' -0"
101' -0"
TOPOLOGICAL CONTOUR CALLOUTS
LEVEL NAME
435' - 0" or 11.25'
LEVEL CALLOUT,
EITHER REFERENCING ABSOLUTE
HEIGHT ABOVE SEALEVEL OR
HEIGHT ABOVE FIRST FLOOR.
PLAN SYMBOLS
ELEVATION AND SECTION SYMBOLS
12"
5"ROOF SLOPE IN RISE:RUN
2"
2%2%
1"
2"/2%
2"
2%
2"
BUILDING SECTION
SEE INDICATED SHEET AND VIEW
EXTERIOR ELEVATION
SEE INDICATED SHEET AND VIEW
TYPICAL VIEW REFERENCES
DETAIL SECTION
SEE INDICATED SHEET AND VIEW
INTERIOR ELEVATION
SEE INDICATED SHEET AND VIEWA101
1
24
3
ELEVATION OR PLAN CALLOUT
SEE INDICATED SHEET AND VIEW
A101 / 1
A101
1 SIM
A101
1 SIM
CONSTRUCTION DETAIL CALLOUT
SEE INDICATED SHEET AND VIEWA101
1 SIM
SEE 1
A101
RECESSED FIXED CEILING LIGHT
(INTERIOR/EXTERIOR)
LIGHTING FIXTURE SYMBOLS
RECESSED DIRECTIONAL LIGHT
(INTERIOR/EXTERIOR)
RECESSED WALL-WASH LIGHT
(INTERIOR/EXTERIOR)
DOUBLE RECESSED FIXED LIGHT
(INTERIOR/EXTERIOR)
DOUBLE RECESSED DIRECTIONAL
LIGHT (INTERIOR)
LIGHTWEIGHT PENDANT/CHANDELIER (OWNER
PROVIDED) PROVIDE BLOCKING AND CONFIRM
WEIGHT REQUIREMENTS W/ ARCHITECT &
INTERIOR DESIGNER
J-BOX FOR DECORATIVE INTERIOR/EXTERIOR
WALL SCONCE (OWNER PROVIDED)
CONFIRM MOUNTING HEIGHT W/ ARCHITECT &
INTERIOR DESIGNER
PICTURE/BOOKSHELF LIGHT
UNDER CABINET/UNDER SHELF
STRIP LIGHT
FLUSH CEILING-MOUNT FIXTURE
(OWNER PROVIDED)
DOUBLE RECESSED WALL-WASH
LIGHT (INTERIOR)
RECESSED LINEAR STRIP LIGHT
(SINGLE)
CONTROL PANEL
(SURFACE MOUNT)
J-BOX FOR HEAVYWEIGHT PENDANT/CHANDELIER
(OWNER PROVIDED) PROVIDE BLOCKING AND
CONFIRM WEIGHT REQUIREMENTS W/ ARCHITECT
& INTERIOR DESIGNER
EXT
EXT
EXT
6' - 6"
EXT
6' - 6"
4' - 6" A.F.F.
4' - 6" A.F.F.
8' - 6"
SURFACE MOUNT
FLUORESCENT LIGHT
POWER PANEL
(SURFACE MOUNT)
EXT STEP LIGHT
EXTERIOR FLOOD-LIGHT W/
MOTION DETECTOR
CONTROL PANEL
(FLUSH MOUNT)
WET/EXT
WET/EXT
WET/EXT
WET/EXT
WET/EXT
WET/EXT
9' - 0"
EXT
FLUSH MOUNT
FLUORESCENT LIGHT
POWER PANEL
(FLUSH MOUNT)
COVE STRIP LIGHT8' - 6" A.F.F.
GARAGE DOOR OPENER SWITCH
SWITCH / CONTROL SYMBOLS
ROCKER SWITCH
3-WAY DIMMER SWITCH
MOTION/OCCUPENCY SENSOR
SWITCH
TIMER SWITCH
4-WAY DIMMER SWITCH
4-WAY ROCKER SWITCH
DIMMER SWITCH
ELEVATOR CALL BUTTON
GARAGE DOOR OPENER, PROVIDE
POWER PER MFG. SPECS
3-WAY ROCKER SWITCH
OVERRIDE SWITCH
DOOR SWITCH
KEYPAD (COORDINATE LOCATIONS
WITH A/V CONSULTANT)
ELECTRICAL MAIN
PANEL (SURFACE
MOUNT)
POWER SYMBOLS
SPLIT WIRE/HALF-HOT RECEPTACLE (WALL)
DUPLEX RECEPTACLE (WALL) WITH GANGING
AND HEIGHT INDICATED
DUPLEX RECEPTACLE (FLOOR)
TRIPLEX RECEPTACLE
QUADRUPLEX RECEPTACLE
SPLIT WIRE/HALF-HOT RECEPTACLE
(FLOOR)
GROUND-FAULT CIRCUIT
INTERRUPTER RECEPTACLE
WEATHERPROOF EXTERIOR RECEPTACLE
ELECTRIC SHADE DUPLEX
RECEPTACLE
RANGE RECEPTACLE; VERIFY MFR. ELECTRICAL
REQUIREMENTS
DEDICATED DUPLEX RECEPTACLE;
VERIFY MFR. REQUIREMENTS.
HIGH VOLTAGE RECEPTACLE
(INDICATE VOLTAGE)
WATER HEATER OUTLET; VERIFY
MFR. SPECIFICATIONS
DRYER RECEPTACLE; VERIFY MFR. ELECTRICAL
REQUIREMENTS
ELECTRICAL MAIN
PANEL (FLUSH MOUNT)
ELECTRICAL SUB
PANEL (SURFACE
MOUNT)
ELECTRICAL SUB
PANEL (FLUSH MOUNT)
COUNTER-HEIGHT DUPLEX
RECEPTACLE
FIRE SPRINKLER RECESSED
LIFE SAFETY SYMBOLS
COMBINATION SMOKE/CARBON
MONOXIDE DETECTOR (WALL)
SMOKE DETECTOR (WALL)
CARBON MONOXIDE DETECTOR (WALL)
COMBINATION SMOKE/CARBON
MONOXIDE DETECTOR (CEILING)
SMOKE DETECTOR (CEILING)
CARBON MONOXIDE DETECTOR (CEILING)
FIRE ALARM PANEL
(SURFACE MOUNT)
FIRE ALARM PANEL
(FLUSH MOUNT)
FIRE SPRINKLER PER NBMC
15.04.120
PHONE RECEPTACLE (WALL)
CAT. 6 DATA RECEPTACLE (FLOOR)
DATA / COMMUNICATIONS SYMBOLS
PHONE RECEPTACLE (FLOOR)
CAT. 6 DATA RECEPTACLE (WALL)
SPLIT PHONE/DATA RECEPTACLE (WALL)
SPLIT PHONE/DATA RECEPTACLE (FLOOR)
TELEPHONE PANEL
(SURFACE MOUNT)
TELEPHONE PANEL
(FLUSH MOUNT)
A / V CONTROL SYMBOLS
TV RECEPTACLE
(SATELLITE/CABLE/DATA)
SPEAKER (CEILING MOUNTED SURFACE
CIRCULAR)
SPEAKER (CEILING MOUNTED HIDDEN
CIRCULAR)
SPEAKER (CEILING MOUNTED HIDDEN
RECTANGULAR)
SPEAKER (CEILING MOUNTED SURFACE
RECTANGULAR)
SPEAKER (WALL MOUNTED)
HVAC SYMBOLS
EXHAUST FAN W/ HEAT
EXHAUST FAN
SLOT DIFFUSER (INDICATE SUPPLY OR RETURN)
FLUSH MOUNTED STRIP HEATER
TOE KICK DIFFUSER / BASEBOARD HEATER
FUEL OUTLET KEY (WALL)
SUPPLY REGISTER (PERPENDICULAR VIEW)
RETURN REGISTER (PERPENDICULAR VIEW)
SUPPLY REGISTER (PARALLEL VIEW)
RETURN REGISTER (PARALLEL VIEW)
FUEL OUTLET KEY (FLOOR)
THERMOSTAT
HUMIDISTAT
HUMIDITY SENSOR
REMOTE EXHAUST FAN
SECURITY SYMBOLS
CLOSED CAPTION SECURITY
CAMERA, CEILING MOUNT
CLOSED CAPTION SECURITY CAMERA, WALL
MOUNT W/ HEIGHT INDICATED
SECURITY PANEL
(SURFACE MOUNT)
SECURITY PANEL
(FLUSH MOUNT)
ALARM SPEAKER
CALL BOX
INTERCOM
DOOR BELL
TYPICAL TAG CALLOUTS
REVISION TAG
SEE ALL SHEETS
Eq1-2
Area Name
150 SF
Finish Material
9'-0" A.F.F.
D101a
L1-2
P1-2
1
Room name
101
R @ 7 1/2"20
WT-12
W101a
AREA TAG W/ SQUARE FOOTAGE
SEE A0.4.X SHEETS
ROOM TAG W/ ROOM NAME AND ROOM
NUMBER
SEE ALL PLAN SHEETS
WALL TAG
SEE ALL PLANS
REFERENCE SHEET G1.0.3
DOOR TAG
DOOR NUMBER REFERENCES THE ROOM
NUMBER THE DOOR OPENS OUT OF.
SEE ALL PLANS, ELEVATIONS AND SECTIONS
REFERENCE SHEETS A5.0.1 & A5.0.2
KEYNOTE NUMBER TAG
KEYNOTES USED ON EACH SHEET FOUND ON
RIGHT SIDE OF THAT SHEET. ALL PROJECT
KEYNOTES FOUND THIS SHEET.
REFERENCE SHEET INDEX ON COVERSHEET
?
Room name
101
14'-0" x 21'-6"
42
GYP -02
ROOM TAG W/ ROOM NAME, NUMBER, AND
BASIC DIMENSIONS.
NOTE DIMENSIONS ARE ROUNDED TO THE
NEAREST 6"
SEE ALL PLAN SHEETS
WINDOW TAG
WINDOW NUMBER REFERENCES THE ROOM
NUMBER WHERE THE WINDOW IS LOCATED.
SEE ALL PLANS, ELEVATIONS AND SECTIONS
REFERENCE SHEETS A5.0.1 & A5.0.2
MATERIAL TAG
SEE ALL PLAN, SECTION, AND ELEVATION
SHEETS
REFERENCE SHEET G1.0.2
CEILING TAG
DEPICTS FINISH MATERIAL AND HEIGHT ABOVE
FINISH FLOOR
SEE ALL PLANS
REFERENCE SHEET G1.0.2
PLUMBING TAG
SEE ALL PLAN, SECTION, AND ELEVATION
SHEETS
REFERENCE SHEET A5.3.1
LIGHTING FIXTURE TAG
SEE ALL PLAN, SECTION, AND ELEVATION
SHEETS
REFERENCE SHEET A5.4.1
EQUIPMENT AND APPLIANCE TAG
SEE ALL PLAN, SECTION, AND ELEVATION
SHEETS
REFERENCE SHEET A5.5.1
STAIR TAG
DEPICTING NUMBER OF RISERS AND RISER
HEIGHT
SEE ALL PLANS
REFERENCE A6.3.X SHEETS The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
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1/4" = 1'-0"
G1.0.1.1
TYPICAL
GRAPHIC
SYMBOLS
12
5
E
B
a
y
F
r
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t
.
Ne
w
p
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t
B
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a
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6
6
1
BL
A
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S
I
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N
C
E
Plan Check #
01/12/23
ABBREVIATIONS
A
ADJ adjacent, adjustable, adjoining
AFF above finished floor
ALT alternate
ALUM aluminum
APPROX approximate
AVG average
B
BLDG building
BOT bottom
BRG bearing
C
CJ control Joint
CLG ceiling
CONC concrete
CONT continuous
CT ceramic Tile
CW cold water
D
DET detail
E
EA each
EL elevation
ELEC electric
EQ equal
EXIST existing
EXT exterior
F
FG finish grade
FIN finish
FLR floor
FT foot, feet
FTG footing
G
GALV galvanized
GI galvenized iron
GL glass
GYP BD gypsum board
H
HDW hardware
HORIZ horizontal
HT height
HW hot water
I
INT interior
J
JT joint
L
LF linear feet
M
MFR manufacturer
MIN minimum
MISC miscellaneous
N
NIC not in contract
NTS not to scale
O
OC on center
P
PAR parallel
PL property line
PLAM plastic laminate
PLYWD plywood
PSI pounds per square inch
PVMT pavement
R
R radius/ riser
S
SECT section
SIM similar
SPEC specification
STL steel
STRUCT structural
T
TEL telephone
TOC top of concrete
TOC Top of curb
TOS top of slab/steel
TOW top of wall
TS tube steel
TYP typical
U
UNFIN unfinish
UNO unless noted otherwise
V
VERT vertical
W
W/ with
W/O without
WC water closet
Revision Schedule
#
Description
Date
+/
-
1
'
-
6
"
A
.
F
.
F
.
3'
-
9
"
4'
-
2
"
7'
-
6
"
A
.
F
.
F
.
STEAMBATH OUTLET
CENTERED ON TILES
HAND SHOWER, HS VALVE,
SHOWER THERMOSTAT, SHOWER
VALVE, STEAMBATH CONTROL
SHOWER HEAD
RAIN SHOWER
HEAD
TYPICAL PLUMBING FIXTURE LOCATIONS
FINISH CEILING
BOTTOM OF NICHE
SOAP NICHE -
OVERSIZE NICHE
TO ALIGN W/ TILE
JOINT LINES SE
E
E
L
E
V
.
SEE ELEV.
VOLUME CONTROLS TO BE
LOCATED IN THE SAME GANG
BOX AS SWITCHES AND
DIMMERS. PROVIDE BOX
DIVIDERS.
OUTLET
@ BASE
WALL SCONCE
U.
N
.
O
.
5'-
6
"
(
I
N
T
E
R
I
O
R
)
6
'
-
6
"
(
E
X
T
E
R
I
O
R
)
GAS KEY
U.
N
.
O
.
3'
-
3
"
S
W
I
T
C
H
E
S
EQ
EQ
FINISH FLOOR
PICTURE LIGHT1'
-
0
"
FINISH CEILING
TOP OF BASE
COUNTERTOP0'
-
8
"
1'
-
8
"
APPLIANCE OUTLET
TYPICAL LIGHTING AND PLATE HEIGHTS
KNOB OR LEVER
U.
N
.
O
.
3'
-
0
"
T
O
C
E
N
T
E
R
L
I
N
E
FINISH FLOOR
DEADBOLT
U.
N
.
O
.
3'
-
6
"
T
O
C
E
N
T
E
R
L
I
N
E
TYPICAL DOOR HARDWARE HEIGHTS
2 3/4" BACKSET
2'
-
4
"
2'
-
6
"
3'
-
1
0
"
4'
-
1
"
4'
-
6
"
6'
-
0
"
TOILET PAPER HOLDER
TOWEL BAR ON SIDE OF CABINET
TOWEL BAR
BOTTOM OF NICHE
TOWEL BAR ABOVE TOILET
NICHE
SOAP NICHE -
OVERSIZE NICHE
TO ALIGN W/ TILE
JOINT LINES
ROBE HOOK
SE
E
E
L
E
V
.
SEE ELEV.
TYPICAL PLUMBING BATH ACCESSORY HEIGHTS
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
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B
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5
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0
,
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A
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s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
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c
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e
1/2" = 1'-0"
G1.0.1.2
TYPICAL
GRAPHIC
SYMBOLS
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
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t
B
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9
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6
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A
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
PROJECT KEYNOTES
KN-26.39 RECESSED LED STRIP @ NOSING. WARM WHITE - DIMMABLE.
KN-28.04 SMOKE DETECTOR / CO SENSOR: SMOKE DETECTORS: PROVIDE
STATE FIRE MARSHALL APPROVED SMOKE DETECTORS AS
SHOWN. DETECTORS SHALL RECEIVE THEIR PRIMARY POWER
SOURCE FROM THE BUILDING WIRING AND SHALL BE EQUIPPED
WITH BATTERY BACK UP AND LOW BATTERY SIGNAL. THEY
SHALL BE LOCATED IN EACH SLEEPING ROOM, AND CENTRALLY
LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING
ROOMS. WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, A
SMOKE DETECTOR SHALL SOUND AN ALARM AUDIBLE IN ALL
SLEEPING AREA OF THE DWELLING UNIT WHICH THEY SERVE.
KN-CAB-01 STAIN GRADE WOOD, SEE FINISH SCHEDULE.
KN-CAB-02 PAINT GRADE WOOD, SEE FINISH SCHEDULE.
KN-CAB-03 WOOD, SEE FINISH SCHEDULE.
KN-CAB-04 WOOD, SEE FINISH SCHEDULE.
KN-CAB-05 WOOD, SEE FINISH SCHEDULE.
KN-CAB-07 WOOD, SEE FINISH SCHEDULE.
KN-CAB-09 WOOD, SEE FINISH SCHEDULE.
KN-CAB-10 WOOD, SEE FINISH SCHEDULE.
KN-CAB-11 WOOD, SEE FINISH SCHEDULE.
KN-CAB-12 WOOD, SEE FINISH SCHEDULE.
KN-CAB-13 WOOD, SEE FINISH SCHEDULE.
KN-CAB-14 WOOD, SEE FINISH SCHEDULE.
KN-CAR-01 CARPET FLOORING, SEE FINISH SCHEDULE.
KN-GLS-01 GLAZING / MIRROR.
KN-MTL-01 METAL, SEE FINISH SCHEDULE.
KN-PT-01 PAINTED GYPBOARD FINISH.
KN-PT-02 WOODEN SHUTTERS, PAINTED FINISH.
KN-STN-01 STONE, SEE FINISH SCHEDULE.
KN-STN-03 STONE, SEE FINISH SCHEDULE.
KN-STN-04 STONE, SEE FINISH SCHEDULE.
KN-STN-05 STONE, SEE FINISH SCHEDULE.
KN-STN-06 STONE, SEE FINISH SCHEDULE.
KN-STN-07 STONE, SEE FINISH SCHEDULE.
KN-STN-08 STONE, SEE FINISH SCHEDULE.
KN-STN-09 STONE, SEE FINISH SCHEDULE.
KN-STN-10 STONE, SEE FINISH SCHEDULE.
KN-STN-11 STONE, SEE FINISH SCHEDULE.
KN-TL-01 STONE, SEE FINISH SCHEDULE.
KN-TL-02 STONE, SEE FINISH SCHEDULE.
KN-TL-03 STONE, SEE FINISH SCHEDULE.
KN-TL-04 STONE, SEE FINISH SCHEDULE.
KN-TL-05 STONE, SEE FINISH SCHEDULE.
KN-TL-06 STONE, SEE FINISH SCHEDULE.
KN-WD-01 WOOD, SEE FINISH SCHEDULE.
KN-WD-02 WOOD, SEE FINISH SCHEDULE.
KN-WD-03 WOOD, SEE FINISH SCHEDULE.
KN-WD-04 WOOD, SEE FINISH SCHEDULE.
KN-WD-05 WOOD, SEE FINISH SCHEDULE.
KN-WD-07 WOOD, SEE FINISH SCHEDULE.
KN-WD-08 WOOD, SEE FINISH SCHEDULE.
KN-WD-10 WOOD, SEE FINISH SCHEDULE.
KN-WD-11 WOOD, SEE FINISH SCHEDULE.
KN-WD-13 WOOD, SEE FINISH SCHEDULE.
KN-WD-18 WOOD, SEE FINISH SCHEDULE.
PROJECT KEYNOTES
CAB-01
FHZ.07 VHFHSZ: UNDER-EAVE SAFETY VENT. CA. BML #8160-2232:0500.
FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X"
GYPSUM BD. ON ALL GARAGE WALLS, CEILING, POSTS AND
BEAMS SUPPORTING DWELLING AND SHALL EXTEND FROM TOP
OF CONCRETE TO, AND INCLUDE GARAGE CEILING. DOORS
BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A
MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE
EQUIPPED WITH SELF-CLOSING AND SELF-LATCHING DEVICES.
(SEE DOOR SCHEDULE).
FLS.02 F/LS: ENCLOSED ACCESIBLE SPACE UNDER STAIRS SHALL HAVE
WALLS, UNDER STAIR SURFACE AND ANY SOFFIT PROTECTED
ON THE ENCLOSED SIDE WITH 1/2 INCH TYPE "X" GYPSUM
BOARD. (R302.7).
FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING
SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM RAIL.MIN.
1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR
EXTERIOR ELEVATION AND DETAILS FOR TYPE..
FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING
SOLID ROOF EAVES; RAILING SHALL REJECT A 4" SPHERE AT
RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A
WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS
FOR TYPE..
INT.20 PAINTED GYPBOARD FINISH.
KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED.
KN-03.02 REINFORCED CONCRETE RETAINING WALL - SEE STRUCTURAL
PLANS.
KN-03.08 CONCRETE FOOTING / FOUNDATION; SEE STRUCTURAL PLANS.
KN-03.14 SLAB ON GRADE (SEE STRUCTURAL DWGS).
KN-04.03 APPLIED 5 INCH WOOD BASE, PAINTED TYP (SEE DETAILS).
KN-04.04 APPLIED 5 INCH STONE BASE, T.B.D. TYP (SEE DETAILS)
KN-04.12 APPLIED 5 INCH WOOD BASE, STAIN GRADE MAHAGONY (SEE
DETAILS).
KN-06.07 FLOOR JOISTS (SEE STRUCTURAL DWGS).
KN-06.08 2X6 FURRED WALL + INSULATION PER ENERGY CALCS (SEE
TITLE 24 REPORT).
KN-06.09 ROOF RAFTER (SEE STRUCTURAL) WITH BELOW DECK
INSULATION (BETWEEN RAFTERS) WITH NO AIR SPACE ABOVE +
RADIANT BARRIER PER ENERGY CALCS (SEE TITLE 24 REPORT).
KN-06.18 BUILT-IN CABINET, SEE INTERIOR ELEVATIONS AND CABINET
DETAILS.
KN-06.22 SOLID WOOD GUARDRAIL 36" AFF. SEE INTERIOR OR EXTERIOR
ELEVATIONS AND DETAILS FOR SPECIFICATION.
KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH
KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH.
SEE SHEETS A8.0.2 AND A8.0.3 FOR SPECS.
KN-06.41 SHEET METAL SIDING; DARK GREY FINISH
KN-06.42 ROOF SHEATHING AND RAFTERS SEE STRUCTURAL DRAWINGS
KN-07.41 METAL ROOF GUTTER WITH DOWNSPOUT. ROOF GUTTER SHALL
BE PROVIDED WITH THE MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER;
PROVIDE DOME WIRE BASKET AT EACH ROOF DRAIN.
KN-07.45 DOWNSPOUT OUTLET LOCATION LEADING TO SITE
STORMWATER MANAGEMENT DRAINAGE. REFER TO CIVIL
DRAWINGS FOR DRAINAGE PLAN AND LID INFORMATION.
KN-08.01 PROVIDE TEMPERED GLASS AT GLASS ENCLOSURE.
KN-08.03 1/2" THICK TEMPERED GLASS TO BE PROVIDED AT WINDOWS
AND DOORS LOCATED IN "HAZARDOUS LOCATIONS". SAFETY
GLAZING SHALL CONFORM TO THE HUMAN IMPACT LOADS OF
SECTION R308.3-4.
KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR &
WINDOW SCHEDULE); NATURAL FINISH
KN-08.22 WOOD DOORS AND FRAMES, SEE DOOR SCHEDULE.
KN-08.35 GARAGE DOOR, SECTIONAL METAL (STEEL) DOOR PAINTED
FINISH.
KN-08.39 GARAGE DOOR MOTOR - TBD. PROVIDE ELECTRICAL AS PER
MANUF. SPECS.
KN-08.56 PRIVACY GLASS
KN-09.03 MEDICINE CABINET; SEE INTERIOR ELEVATIONS.
KN-09.05 STAIN GRADE WOOD, SEMI GLOSS FINISH.
KN-09.21 MARINE FLOORING; FIRST FLOOR, MATTE TEAK .
KN-09.32 5/8" DRYWALL; TYPE X GYPSUM OR SIMILAR.
KN-09.44 STONE SLAB 3/4 INCH - WHITE T.B.D., POLISHED
KN-09.49 STAIN GRADE WOOD; ROSEWOOD OR MAHOGANY,HIGH GLOSS
FINISH.
KN-09.50 STAINLESS STELL, POLISHED FINISH.
KN-10.09 DROP DOWN MECHANIZED DUAL SUNSHADE AND BLACKOUT
SHADE. CONTRACTOR TO PROVIDE LOW VOLTAGE CONTROL
WIRE AND LINE VOLTAGE AS REQUIRED.
KN-10.15 DIRECT VENT SEALED COMBUSTION TYPE GAS-FUELED
FIREPLACE. EARTHCORE ISOKERN MAXIMUS: LARR #25483. ICC
ESR-2316. INSTALL PER MANUFACTURER SPECS. PROVIDE FUEL
GAS CONNECTION, WITH LOOSE KEY SHUTOFF, PROVIDE SPARK
ARRESTOR AT CHIMNEY TERMINATION UL#127, DUE TO VHFHSZ
(PREVENTION OF EMBERS INFILTRATION). SEE SHEET GN-4.5
FOR SPECIFICATIONS. PROVIDE FLUSH OR RAISED HEARTH 20"
DEEP (MINIMUM) WITH 12" (MINIMUM) FROM SIDES OF FIREBOX;
SEE INTERIOR ELEVATION FOR HEIGHTS & DIMENSIONS.
KN-10.32 OUTDOOR GAS-FUELED FIRE PIT - PRSIM HARDSCAPE
ROTONDO; CSA APPROVAL NUMBER 2.41-2017. PROVIDE FUEL
GAS CONNECTION, WITH LOOSE KEY SHUTOFF. PROVIDE 12"
(MINIMUM) DEEP HEARTH SURROUNDING FIREBOX.
INSTALLATION MUST CONFORM WITH NATIONAL FUEL GAS CODE
ANSI Z223.1/NFPA.
KN-10.34 ELECTRIC COOKTOP, 120V ELECTRICAL SERVICES MAX.
KN-10.35 KITCHEN SINK, 16 X 16 INCH MAX.
KN-11.18 SOLAR PANELS, MIN. AREA REQUIREMENT OF 3,645 kW DC PER
MEP CALCULATIONS; SEE SHEET G0.0.3 FOR DETAILS.
DEREFFED PERMIT SUBMITTAL FOR SOLAR PV/SYSTEM.
KN-22.02 EXTERIOR FLOOR DRAIN.
KN-22.07 4'-0"x 4'-0" PIT WITH METAL GRATE COVER OVER SUMP PUMP
AND SEWER EJECTOR, SEE P-2 AND CIVIL PLANS.
KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL
SLOPE A MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN
THADDEUS 24" x 48" MATTE PORCELAIN TILE - PEARL; SEE
SHEET G1.0.4 FOR DETAILS.
KN-22.22 LINEAR INFINITY SHOWER DRAIN; PROVIDE MATCH FINISH CAP.
KN-23.06 LINE OF EXHAUST HOOD ABOVE; VENT TO OUTSIDE W/ EXHAUST
FANS VERIFY VENTING REQUIREMENTS WITH MANUFACTURER.
KN-23.10 PROVIDE ATTIC VENTILATION OF 1/150 OF THE AREA OF
VENTILATED SPACE. (APROX. 10 SQ. FT. OF ATTIC AREA), AS
REQUIRED BY CBC.
KN-23.23 REMOTE EXHAUST FAN ENERGY STAR COMPLIANT AND
CONTROLLED BY A READILY ACCESSIBLE HUMIDISTAT. EXHAUST
FAN TO BE USED FOR WHOLE HOUSE VENTILATION. MUST
PROVIDE A MIN CONTINUOUS FLOW RATE OF 50 CFM AT 1 SONE
MAX AND COMPLY WITH ASHRAE STANDARD 62.2 MANDATORY
MEASURES (SEE FLOOR PLAN NOTE #33, #43 AND MECHANICAL
PLANS).
KN-26.02 LOCATION OF MAIN ELECTRIC PANEL ON CONCRETE PAD:
PROVIDE SPACE FOR 200A-3P CIRCUIT BREAKER FOR FUTURE
SOLAR PANEL CONNECTION (REFER TO ELEC PLANS).
TYPICAL MATERIAL CUT PATTERNS
CONCRETE & MASONRY CUT PATTERNS WOOD CUT PATTERNS
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
GENERIC PATTERNS FINISH MATERIAL CUT PATTERNSSITE CUT PATTERNS
EARTH STRUCTURAL CONCRETE
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
1 STORY ENCLOSED BUILDING
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
1 STORY COVERED AREA
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
1 STORY UNCOVERED AREA
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
2 STORY ENCLOSED BUILDING
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
2 STORY COVERED AREA
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
2 STORY UNCOVERED AREA
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
GRAVEL
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
RIPRAP
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
SAND
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
DECOMPOSED GRANITE
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
ASPHALT
CMU
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
STONE
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
BRICK
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
MORTAR
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
TERRACOTTA
LUMBER
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
FINISH BOARD
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
PLYWOOD
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
2X4 STUD
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
2X6 STUD
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
2X12 STUD
2X10 STUD
2X8 STUD
GLASS
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
TEMPERED GLASS
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
METAL
CERAMIC TILE
CARPET
TYPICAL MATERIAL PLAN AND ELEVATION PATTERNS
CONCRETE & MASONRY FINISH PATTERNS WOOD FINISH PATTERNS
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
MISC. FINISH PATTERNS
STANDARD BRICK HEADER
ROMAN BRICK HERRINGBONE
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
ROMAN BRICK FENCEWEAVE
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
STANDARD BRICK STRETCHER
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
STANDARD BRICK SOLDIER
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
STANDARD BRICK SAILOR
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
STANDARD BRICK ROWLOCK
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
STANDARD BRICK RUNNING
BOND
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
STANDARD BRICK COMMON BOND
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
STANDARD BRICK BASKETWEAVE
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
STANDARD BRICK HERRINGBONE
SHINER/SAILOR
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
STANDARD BRICK HERRINGBONE
STRETCHER/SOLDIER
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
ASHLAR CUTFACE UNCOURSED
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
RIVERROCK RANDOM UNCOURSED
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
COURSED TILE
MATERIAL AND SIZES VARY,
SEE A5.2.2 AND PLANS
6" RANDOM LENGTH FLOORBOARD
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
BOARD AND BATT
HERRINGBONE FLOORBOARD
GLASS
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
TEMPERED GLASS
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
METAL
CERAMIC TILE
CARPETSTANDARD BRICK SHINER
REFER TO:
AREA PLANS
SHEETS A0.4.1-3
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
STANDARD BRICK RUNNING
BOND
WITH GROUT
RUSTIC BRICK RUNNING BOND
WITH GROUT
NORMAN BRICK RUNNING BOND
WITH GROUT
FIELDSTONE SPLITFACE UNCOURSED
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
ASHLAR COBBLE UNCOURSED
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
ASHLAR SPLITFACE SEMICOURSED
CMU COURSED
SIZES VARY
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
FINISH CONCRETE
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
SLAB MARBLE
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
HORIZONTAL LAP SIDING
VERTICAL LAP SIDING
REFER TO:
MATERIAL SCHEDULE
ON SHEET A5.2.2
STACKED TILE
MATERIAL AND SIZES VARY,
SEE A5.2.2 AND PLANS
8" RANDOM LENGTH FLOORBOARD
CHEVRON FLOORBOARD
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
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1/4" = 1'-0"
G1.0.2
TYPICAL
MATERIAL
PATTERNS
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
EXTERIOR WALLS
0'
-
4
3
/
4
"
5/8"
3 1/2"
5/8"
0'
-
6
3
/
4
"
5/8"
5 1/2"
5/8"
INTERIOR
EXTERIOR
INTERIOR
INTERIOR
INTERIOR
INTERIOR
INTERIOR WALLS
WT-1
WT-2
WT-6
WT-7 WOOD STUD
GYP-01
GYP-01
WOOD STUD
GYP-01
GYP-01
CAST-IN-PLACE
CONCRETE
WOOD STUD
GYP-01
AIR
12"
INTERIOR
EXTERIOR
CAST-IN-PLACE
CONCRETE
12"
5/8"
3 1/2"
1/2"
1'
-
4
5
/
8
"
5/8"
5 1/2"
1/2"
1"
EXTERIOR
INTERIOR
0'
-
7
5
/
8
"
WT-4
WT-5
WOOD STUD
WOOD LAP SIDING
GYP-01
PLYWOOD
5/8"
5 1/2"
1/2"
3/4"
1/4"
EXTERIOR
INTERIOR
0'
-
7
5
/
8
"
WOOD STUD
METAL SIDING
GYP-01
PLYWOOD
RAINSCREEN
WT-3
WOOD STUD
GYP-01
AIR
INTERIOR
EXTERIOR
CAST-IN-PLACE
CONCRETE
10"
5/8"
3 1/2"
1/2"
1'
-
2
5
/
8
"
0'
-
7
5
/
8
"
3/4"
3/4"
5 1/2"
5/8"
INTERIOR
INTERIOR
WT-8 WOOD STUD
WOOD PANEL-01
GYP-01
WOOD FURRING
0'
-
8
1
/
2
"
3/4"
3/4"
5 1/2"
3/4"
3/4"
INTERIOR
INTERIOR
WT-9 WOOD STUD
WOOD PANEL-01
WOOD FURRING
WOOD PANEL-01
WOOD FURRING
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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1 1/2" = 1'-0"
G1.0.3
WALL TYPES
12
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
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G1.0.4
TYPICAL
EXTERIOR
MATERIALS
BOARD
12
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Plan Check #
01/12/23
DAVINCI ROOFSCAPE COMPOSITE SLATE; COLOR CODE CASTLE GREY
- FIRE: ASTM E 108, CLASS A (FIRE CLASSIFICATION REQUIREMENTS)
- IMPACT: UL 2218, CLASS 4
- WIND: ASTM D 3161, CERTIFIED TO 110MPH
- High VELOCITY HURRICANE ZONE: TAS 125, UP TO 180MPH
- ICC-ES ESR-2119
- CA TITLE 24
- CCMC 14094-R
- WUI 4175
- LEED CONTRIBUTION
NUCEDAR MODERN SHIPLAP COMPOSITE SIDING
6-3/4" HEIGHT
WHITE PAINTED FINISH
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
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G2.0.1
GENERAL
NOTES
12
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Plan Check #
01/12/23
GENERAL NOTES - A. GENERAL REQUIREMENTS
49. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL CONTRACTOR'S
DRAWINGS AND MANUFACTURER'S TEMPLATE DRAWINGS FOR ALL
MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS, BOLT SETTING AND
TEMPLATES, ISOLATIONS, SPRING ISOLATION, ETC. NOT SHOWN ON
DRAWINGS.
50. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN
ACCORDANCE WITH APPLICABLE CODES.
51. PROVIDE ACCESS PANELS FOR MECHANICAL EQUIPMENT. TOILET ROOMS
AND AS REQUIRED BY APPLICABLE CODES, ALL ACCESS PANELS, SHALL BE
CONCEALED AND LOCATIONS SHALL BE SUBMITTED FOR REVIEW BY
ARCHITECT PRIOR TO START OF WORK.
52. INTERFACE OF MECHANICAL OR ELECTRICAL WORK WITH STRUCTURAL
(LOAD CARRYING) MEMBERS SHALL BE RESOLVED WITH ARCHITECT
BEFORE PROCEEDING WITH CONSTRUCTION.
53. SLOPE ALL EXPOSED CONCRETE SLABS AWAY FROM BUILDING, TOWARD
DRAINS.
54. INSTALLATION OF GLASS SHALL CONFIRM TO FEDERAL SPECIFICATIONS
16-CFR-1201 FOR ALL DOORS, WINDOWS AND SHOWER DOORS.
55. SHOWER DOORS SHALL BE SHATTER-RESISTANT AND SHALL BE
CONSTRUCTED OF IMPACT RESISTANT MATERIALS CONFORMING TO
SECTION 91.4900(D).
56. PLYWOOD USED FOR EXTERIOR COVERAGES SHALL BE EXTERIOR GRADE
PLYWOOD.
57. NO TRENCHES OR EXCAVATIONS FIVE FEET OR MORE IN DEPTH INTO
WHICH A PERSON IS REQUIRED TO DESCEND; OR OBTAIN NECESSARY
PERMIT FORM THE STATE OF CALIFORNIA DIVISION OF INDUSTRIAL SAFETY
PRIOR TO PERFORMING SUCH WORK.
58. PLACE ALL UTILITY SERVICES, INCLUDING TELEPHONE AND ELECTRICAL
POWER UNDERGROUND.
59. ALL CONTRACTORS SHALL COORDINATE WITH THE OWNER AND OTHER
TRADES TO ENSURE PROPER PLACEMENT OF ANY REQUIRED SLEEVES
CONDUIT, INSERTS, ETC.
60. VISUAL MECHANICAL, PLUMBING AND ELECTRICAL DEVICES, REGISTERS,
ETC. LOCATED IN CEILINGS, WALL AND FLOORS TO BE REVIEWED WITH
ARCHITECT AND OWNER DURING LAYOUT PROCESS WITH DISCREPANCIES
BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION.
61. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING REQUIRED
CLEARANCE ACCESS TO POWER, WATER, GAS, DRAINAGE, VENTILATION,
ETC. FOR ALL PLUMBING FIXTURES, MECHANICAL AND ELECTRICAL
EQUIPMENT, APPLIANCES AND SYSTEMS INCLUDING, BUT NOT LIMITED TO,
CABINET DEPTH, CLOSET CLEARANCES AND ACCESS CLEARANCES. THE
CRAWL SPACE SHALL HAVE 18" MINIMUM CLEARANCE UNDER OR AROUND
DUCTS.
62. ALL IDEAS, DESIGNS, ARRANGEMENTS AND PLANS INDICATED OR
REPRESENTED BY THIS DRAWING ARE OWNED BY, AND THE PROPERTY OF,
WILLIAM HEFNER ARCHITECT, AND WERE CREATED, EVOLVED AND
DEVELOPED FOR USE ON, AND IN CONNECTION WITH THE SPECIFIED
PROJECT. NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS
SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR
CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN
PERMISSION OF WILLIAM HEFNER ARCHITECT. WRITTEN DIMENSIONS ON
THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS:
CONTRACTORS SHALL VERIFY, AND BE RESPONSIBLE FOR, ALL
DIMENSIONS AND CONDITIONS ON THE JOB AND THIS OFFICE MUST BE
NOTIFIED OF ANY VARIATIONS FROM THE DIMENSIONS AND CONDITIONS
SHOWN BY THESE DRAWINGS.
GENERAL NOTES - A. GENERAL REQUIREMENTS
28. ALL GUARDRAILS SHALL COMPLY WITH OSHA AND APPLICABLE LOCAL
CODES, INCLUDING SECTION 1716 OF THE LATEST EDITION OF THE
UNIFORM BUILDING CODE.
29. UPON COMPLETION OF THE INSTALLATION OF THE INSULATION, BOTH THE
BUILDER AND THE INSULATION APPLICATOR SHALL EXECUTE A CARD
CERTIFYING THAT THE INSULATION HAS BEEN INSTALLED IN
CONFORMANCE WITH ART. 5, SUB-CHAPTER 1, CHAPTER 1, TITLE 25 OF THE
CALIFORNIA ADMINISTRATIVE CODE.
30. A WET WEATHER EROSION CONTROL PLAN (WWECP), UTILIZING SEDIMENT
AND EROSION CONTROL BMPS, FOR PROJECTS THAT WILL LEAVE DISTURB
SOIL DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15) IS REQUIRED.
THE WWECP MUST BE PREPARED, FOR PROJECTS THAT HAVE ALREADY
BROKEN GROUND, NOT LESS THAN 30 DAYS PRIORS TO THE BEGINNING OF
EACH RAINY SEASON DURING WHICH SOIL WILL BE DISTURBED, AND
IMPLENTED THROUGHOUT THE ENTIRE RAINY SEASON. A COPY OF THE
WWECP SHALL BE KEPT ON THE PROJECT SITE AT ALL TIMES BEGINNING 30
DAYS PRIOR TO THE START OF THE RAINY SEASON THROUGH THE END OF
THE RAINY SEASON, THE WWECP MUST BE AVAILABLE 30 DAYS BEFORE
CONSTRUCTION COMMENCES. THE WWECP MUST BE SUBMITTED TO THE
BUREAU OF ENGINEERING, PUBLIC WORKS FOR REVIEW AND APPROVAL.
THE WWECP IS NOT A REQUIREMENT FOR THE ISSUANCE OF A BUILDING OR
GRADING PERMIT.
31. THE CONTRACTOR SHALL CONFORM TO ALL CODES, ORDINANCES, ETC.,
WHICH HAVE JURISDICTION OVER THIS WORK. BELOW IS A PARTIAL LIST OF
MAJOR STANDARDS LISTED FOR CONVENIENCE ONLY. REFERENCE TO A
STANDARD MEANS THE LATEST EDITION OF SUCH STANDARD AT DATE OF
BUILDING PERMIT AND IN THE EVENT OF A DISPUTE, THE CONTRACTOR
AGREES TO COMPLY WITH THE MEANS AND METHODS AS WELL AS QUALITY
EXPECTATIONS OF THE APPLICABLE GOVERNING AUTHORITY THE
CONTRACTOR SHALL RETAIN RESPONSIBILITY FOR COMPLIANCE WITH
LATEST REVISIONS OF ALL OTHER APPLICABLE CODES AND ORDINANCES
NOT LISTED HEREIN.
a. 2013 CALIFORNIA BUILDING CODE (TITLE 24), WHICH ADOPTS THE 2013
UBC, UMC AND UPC AND THE 2014 NEC OR THE LATEST ADOPTED CODES.
b.CURRENT UNIFORM BUILDING CODE
c.CURRENT UNIFORM MECHANICAL CODE
d.CURRENT UNIFORM PLUMBING CODE
e. CURRRENT NATIONAL ELECTRICAL CODE
f. 2014 CITY OF LOS ANGELES (FOR PROJECTS IN LOS ANGELES), CITY OF
SANTA MONICA MUNICIPAL CODE (FOR PROJECTS IN SANTA MONICA),
BEVERLY HILLS MUNICIPAL CODE, FOR PROJECTS IN BEVERLY HILLS)
g. ACI - AMERICAN CONCRETE INSTITUTE
h. AIS - AMERICAN INSTITUTE OF STEEL CONSTRUCTION
i. ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE
j. ASHRAE - AMERICAN SOCIETY OF HEATING, REFRIGERATION AND AIR
CONDITIONING ENGINEERS
k. ASTM - AMERICAN SOCIETY FOR TESTING MATERIALS
l. CAC - CALIFORNIA ADMINISTRATIVE CODE (CURRENT EDITION)
m. CRSI - CONCRETE REINFORCING STEEL INSTITUTE
n. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION (CURRENT EDITION)
o.TITLE 14. PAT II STATE BUILDING CODE (CURRENT EDITION)
p. BUILDING SECURITY PROVISIONS AS ADOPTED IN CHAPTER 8.48 OF THE
SANTA MONICA CITY ORDINANCE. (WHEN THE PROJECT IS LOCATED IN
SANTA MONICA).
q. THE MANUAL OF MILLWORK 2001 AND 2003 (OR LATEST EDITION) BY THE
WOOD WORK INSTITUTE OF CALIFORNIA.
r. SMACNA, SHEET METAL ORGANIZATION.
32. WHERE SPECIFICALLY CALLED FOR, SAMPLES, SHOP DRAWINGS,
MATERIALS LISTS, MANUFACTURER'S LITERATURE, AND OTHER REQUIRED
INFORMATION SHALL BE SUBMITTED TO ARCHITECT IN SUFFICIENT TIME TO
PERMIT PROPER CONSIDERATION AND ACTION ON SAME.
33. WHERE NOT SPECIFICALLY DESCRIBED IN ANY OF THE DRAWINGS OR
SPECIFICATIONS, WORKMANSHIP SHALL CONFORM TO ALL OF THE
METHODS AND OPERATIONS OF THE BEST STANDARDS AND ACCEPTED
PRACTICES OF THE TRADES INVOLVED. CONTRACTOR SHALL VERIFY ALL
WORK, DIMENSIONS AND DRAWINGS, AND REPORT AND DISCREPANCIES TO
THE ARCHITECT BEFORE COMMENCING WORK.
34. THE ENTIRE PREMISES SHALL BE MAINTAINED REASONABLY NEAT, CLEAN
AND HAZARD FREE DURING THE COURSE OF THE CONSTRUCTION. ALL
TRADES SHALL REMOVE TOOLS, RUBBISH AND UNUSED MATERIALS AS
SOON AS THEIR RESPECTIVE WORK IS COMPLETED, LEAVING THE AREAS IN
BROOM CLEAN CONDITION. TRASH SHALL BE REMOVED DAILY AND NOT BE
ALLOWED TO ACCUMULATE.
35. UNLESS OTHERWISE NOTED OR APPROVED, ALL MATERIALS SHALL BE
DELIVERED TO THE JOB IN THE MANUFACTURER'S ORIGINAL PACKAGES,
BEARING FULL IDENTIFICATIONS. REJECTED MATERIALS SHALL BE
IMMEDIATELY REMOVED FROM THE SITE. NO SUBSTITUTES SHALL BE MADE
FOR ANY MATERIAL, ARTICLE, ETC. UNLESS APPROVED BY ARCHITECT,
OWNER IN WRITING.
36. CONTRACTOR SHALL PROVIDE TEMPORARY UTILITIES AND SHALL CONTACT
LOCAL COMPANIES CONCERNING ANY NEW FACILITIES BEFORE
COMMENCING WORK. PROVIDE PROPOSED METHODS TO OWNER FOR
APPROVAL PRIOR TO SUBMITTING BID.
37. CONTRACTOR SHALL ERECT AND MAINTAIN TEMPORARY BARRICADES,
WATERPROOFING AND DUST-PROOF PARTITIONS AS NEEDED FOR
PROTECTION AGAINST ACCIDENT, AND SHALL CONTINUOUSLY MAINTAIN
ADEQUATE PROTECTION OF HIS WORK AND THE OWNER'S PROPERTY FROM
DAMAGE OR LOSS ARISING IN CONNECTION WITH CONSTRUCTION. THE
CONTRACTOR SHALL MAINTAIN AND ENFORCE A STRICT NO SMOKING
POLICY FOR THE PREMISES AND PROPERTY AT ALL TIMES.
38. UNLESS OTHERWISE NOTED, OR SPECIFICALLY AGREED TO IN WRITING,
EACH CONTRACTOR, AND THE GENERAL CONTRACTOR, SHALL PROVIDE AN
WRITTEN GUARANTEE TO THE EFFECT THAT ALL MATERIALS, EQUIPMENT
AND WORKMANSHIP ARE GUARANTEED TO BE FREE FROM DEFECTS OR
FAILURE FOR A PERIOD OF ONE YEAR FROM THE DATE OF ISSUANCE OF
CERTIFICATE OF COMPLETION. THE CONTRACTOR SHALL REPAIR OR
REPLACE ANY DEFECTIVE OR FAULTY WORK WITHIN FIVE DAYS OF WRITTEN
NOTIFICATION. THE OWNER SHALL INCUR NO EXPENSE WHATSOEVER FOR
REPLACED OR REPAIRED WORK DURING THIS GUARANTEE PERIOD. ANY
FINISHED, CONSTRUCTION OR PERSONAL PROPERTY DESTROYED OR
DAMAGED BY FAILING OR FAULTY WORK SHALL BE REPAIRED BY THE
CONTRACTOR.
39. ANY WORK THAT IS REJECTED DUE TO NON-CONFORMANCE WITH THIS
DOCUMENT SHALL BE REMOVED AND REPLACED AT NO ADDITIONAL
CHARGE TO THE OWNER. ANY OTHER WORK THAT IS DISTURBED DUE TO
THE ABOVE ACTION SHALL BE REPAIRED OR REPLACED AT THE EXPENSE
OF THE CONTRACTOR MAKING REPAIRS.
40. PRIOR TO COMMENCING INSTALLATION, EACH CONTRACTOR SHALL
FURNISH EVIDENCE OF INSURANCE COVERAGE, INCLUDING WORKMAN'S
COMPENSATION AND GENERAL LIABILITY, WITH THE MINIMUM AMOUNT
REQUIRED BY THE GENERAL CONTRACTOR AND APPROVED BY THE
OWNER.
41. NO STRUCTURAL MEMBER SHALL BE OMITTED, NOTCHED, CUT, BLOCKED
OUT OR RELOCATED WITHOUT PRIOR APPROVAL BY THE STRUCTURAL
ENGINEER. THESE MEMBERS SHALL INCLUDE, BUT ARE NOT LIMITED TO,
BEAMS, HEADERS, AND POSTS THAT SUPPORT FLOOR AND ROOF SYSTEMS.
42. APPROVAL BY BUILDING SAFETY INSPECTOR DOES NOT CONSTITUTE
AUTHORITY TO DEVIATE FROM THESE PLANS.
43. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH
OTHER TO PREVENT MOLECULAR BREAKDOWN (GALVANIC ACTION).
44. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICALS,
ELECTRICAL AND PLUMBING. WHERE DISCREPANCIES EXIST BETWEEN
DRAWING AND INSTALLATION, REVIEW WITH ARCHITECT PRIOR TO
PROCEEDING.
45. DRIVEWAY APPROACHES, CURBS AND SIDEWALKS SHALL BE
CONSTRUCTED IN ACCORDANCE WITH LOCAL GOVERNING CODES AND
REGULATIONS.
46. WALL AND FLOOR OPENING LOCATIONS AND SIZES ARE TO BE DETERMINED
FROM ARCHITECTURAL DRAWINGS, UNLESS DIMENSIONED ON
STRUCTURAL DRAWINGS.
47. CONTRACTOR SHALL COORDINATE ALL SLAB AND WALL OPENINGS
REQUIRED BY MECHANICAL AND ELECTRICAL WORK.
48. THE ELECTRICAL, MECHANICAL, AND HVAC PERMITS SHALL BE UNDER
SEPARATE PERMIT. CONTRACTOR IS
TO SECURE THESE PERMITS.
GENERAL NOTES - A. GENERAL REQUIREMENTS
1. SUMMARY: FURNISH ALL LABOR, MATERIALS, EQUIPMENT, FACILITIES,
TRANSPORTATION AND OTHER SERVICE NECESSARY FOR AND REASONABLY
INCIDENTAL TO, THE CONSTRUCTION OF THE PROPOSED WORK,
DEMOLITION AND GRADING.
2. THE "CONTRACTOR" MEANS THE GENERAL CONTRACTOR AND, WHERE
APPLICABLE BY TRADE, SUBCONTRACTORS.
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL NOTES
PRIOR TO FINALIZING CONSTRUCTION CONTRACT AND CONTRACT PRICES.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING AND
COORDINATING ALL NOTES AND DRAWINGS TO INCLUDE ANY
SUBCONTRACT REQUIREMENTS OR INFORMATION WHICH MAY NOT BE
INDICATED ELSEWHERE IN THE CONSTRUCTION DOCUMENTS INCLUDING
BUT NOT LIMITED TO CODE RELATED ITEMS. THE CONTRACTOR IS
RESPONSIBLE FOR PAYING FOR AND OBTAINING ALL PERMITS.
4. THE CONTRACTOR SHALL VERIFY ALL WORKS, DIMENSIONS AND DETAILS,
AND REPORT ANY DISCREPANCIES BETWEEN DRAWINGS OR
SPECIFICATIONS AND JOB SITE CONDITIONS WITH THE ARCHITECT PRIOR
TO STARTING PORTIONS OF THE WORK AFFECTED. DURING
CONSTRUCTION, THE OWNER AND ARCHITECT ARE TO BE ADVISED
REGARDING ANY DISCREPANCIES IN MEASUREMENT, DIMENSION,
LOCATION OR DETAILS PRIOR TO CONTRACTOR'S PROCEEDING WITH THAT
PORTION OF WORK.
5. THE CONTRACTOR SHALL COMPARE AND COORDINATE ALL DRAWINGS OF
THE VARIOUS TRADES. WHEN DISCREPANCIES EXIST, ARCHITECTURAL
DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. PROMPTLY
CONSULT ARCHITECT BEFORE PROCEEDING WITH THE WORK.
THE FOLLOWING TRADES ARE TO BE 'DESIGN BUILD" TO INCLUDE ALL
ENGINEERING AND DRAWINGS NECESSARY TO CONSTRUCT A COMPLETE
AND FUNCTIONING SYSTEM:
a. HVAC
b. ELECTRICAL
c. PLUMBING
d. POOL AND SPA
e. STRUCTURE WIRING (LOW VOLTAGE AUDIO, VIDEO, SECURITY, ETC.)
6. WRITTEN DIMENSIONS SHALL PREVAIL OVER SCALED DIMENSIONS ON
DRAWINGS. IN NO EVENT IS A DIMENSION TO BE SCALED OFF THE
DRAWINGS WITHOUT PRIOR WRITTEN APPROVAL FROM ARCHITECT.
7. DETAILS ARE INTENDED TO SHOW FINAL EFFECT OF PARTS OF
CONSTRUCTION. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT
PARTICULAR JOB SITE DIMENSIONS OR CONDITIONS AND SHALL BE
INCLUDED WITHIN THE SCOPE OF WORK AND CONSTRUCTION CONTRACT.
THE CONTRACTOR SHALL INVESTIGATE, VERIFY AND BE RESPONSIBLE FOR
ALL CONDITIONS OF THE PROJECT AND SHALL NOTIFY THE OWNER AND
ARCHITECT OF ANY CONDITIONS REQUIRING MODIFICATION BEFORE
PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL VISIT THE SITE
AND BE KNOWLEDGEABLE OF CONDITIONS THEREON.
8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF
BUILDING ON SITE.
9. ALL DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ARE TO FINISHED
SURFACE UNLESS NOTED OTHERWISE.
10. EACH CONTRACTOR, BY THE ACT OF SUBMITTING A BID, SHALL BE DEEMED
TO HAVE EXAMINED THE SITE AND ALL ARCHITECTURAL AND OTHER
PERTINENT DRAWINGS AND TO HAVE ACCEPTED SUCH CONDITIONS AND TO
HAVE MADE ALLOWANCES FOR THESE CONDITIONS IN PREPARING HIS BID.
11. DISCREPANCIES BETWEEN PLANS AND THESE GENERAL NOTES SHALL BE
BROUGHT TO THE ATTENTION OF ARCHITECT AND OWNER IN WRITTEN
NOTIFICATION AND BE RESOLVED BEFORE CONSTRUCTION. IN THE EVENT
OF A CONFLICT BETWEEEN ANY INFORMATION IN THESE DOCUMENTS, THE
DESCIPTION OR MEASUREMENT WITH THE GREATER QUANTITY OR QUALITY
SHALL BE CONSIDERED THE CONTRACT SCOPE OF WORK FOR THAT
PARTICULAR ITEM UNLESS SPECIFICALLY NOTED AS A CLARIFICATION OR
EXCEPTION IN THE BID DOCUMENTS.
12. THE GENERAL NOTES AND TYPICAL DETAILS APPLY THROUGHOUT THE JOB
UNLESS OTHERWISE NOTED OR SHOWN.
13. THE CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING IN GOOD
CONDITION ANY PORTIONS OF THE EXISTING BUILDING AND SITE OR
EXISTING WORK TO REMAIN AND SHALL REPLACE OR REPAIR AT HIS
EXPENSE ANY PORTIONS DAMAGED AS A RESULT OF THE WORK,
CONSTRUCTION PROCESS, OR EXPOSURE TO WEATHER.
14. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN TEMPORARY TOILET
FACILITIES ON THE JOB SITE IF NECESSARY OR REQUIRED BY LOCAL CODE.
15. THE CONTRACTOR SHALL REVIEW ALL ITEMS NOTED "VERIFY OR CONFIRM
WITH OWNER OR ARCHITECT" WHICH MIGHT AFFECT COSTS PRIOR TO
FINALIZING CONSTRUCTION CONTRACT AND SUBCONTRACTS, AND SHALL
CONFIRM FINAL DECISIONS REGARDING SELECTION, MATERIALS, COLOR,
FINISH OR OTHER SPECIFICATIONS NOT YET DECIDED REGARDING THESE
ITEMS. THE CONTRACTOR SHALL INCLUDE THE COST OF THESE ITEMS
WITHIN THE ORIGINAL CONTRACT PRICE.
16. UNLESS ITEMS ARE SPECIFICALLY ITEMIZED AS NOT INCLUDED IN
CONTRACT (NIC), THEY WILL BE ASSUMED TO BE INCLUDED IN THE
ESTIMATE OR CONTRACT PRICE.
17. CONSTRUCTION FOR WORK INDICATED ON DRAWINGS AS N.I.C. IS NOT ON
CONTRACT. SUBSEQUENT DRAWINGS AND SPECIFICATIONS WILL BE
SUBMITTED FOR SEPARATE APPROVAL AND BUILDING PERMITS.
CONTRACTOR SHALL COORDINATE ALL TRADES OF HIS WORK DIRECTLY OR
INDIRECTLY INVOLVED WITH APPROVED ADDITIONAL WORK.
18. ANY ALLOWANCE ITEMS SHALL BE SPECIFICALLY IDENTIFIED AS
ALLOWANCES AND INCLUDED IN THE ESTIMATE OR CONTRACT PRICE.
19. THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER OF ANY EXTRA
COSTS ARISING FROM THE EXECUTION OF HIS CONTRACT OR
SUBCONTRACTS AND SHALL RECEIVE OWNER'S WRITTEN APPROVAL OF
SAME, PRIOR TO DOING THE WORK.
20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPERVISING THAT ALL
GENERAL AND SUBCONTRACT WORK IS BEING ACCOMPLISHED ACCORDING
TO THE MOST CURRENT CONSTRUCTION DOCUMENTS, INCLUDING
REVISIONS.
21. THE CONTRACTOR SHALL NOT USE ANY POTENTIALLY HAZARDOUS
MATERIALS OR PRODUCTS IN THE CONSTRUCTION, AND SHALL ADVISE
OWNER OF ANY POTENTIALLY HAZARDOUS MATERIALS OR PRODUCTS
RECOMMENDED, SELECTED OR SPECIFIED PRIOR TO PURCHASING OR
INSTALLING.
22. THE CONTRACTOR SHALL PROVIDE PROPER VENTILATION, CLEARANCES
AND FIRE PROTECTION FOR ALL NEW FIREPLACES, OVENS, HOT WATER
HEATERS, FURNACES, VENTS AND FLUES AS REQUIRED BY THE DRAWINGS,
SPECIFICATIONS AND CODE.
23. THE CONTRACTOR SHALL PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY
THE FIRE DEPARTMENT AND FIELD INSPECTOR. PROVIDE A PORTABLE FIRE
EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A WITHIN 75' 0" OF
TRAVEL. THIS INCLUDES THE PERIOD OF CONSTRUCTION.
24. THE CONTRACTOR MUST COORDINATE ALL PHASES OF THE PROJECT
INCLUDING WORK DONE BY OTHERS TO INSURE SMOOTH PROGRESS OF
THE PROJECT AND BE RESPONSIBLE FOR THE RECEIVING AND SAFE
KEEPING OF ALL ITEMS SHIPPED TO THE JOB SITE FOR USE BY HIMSELF
AND OTHERS FOR THIS PROJECT.
25. IN THE EVENT THAT CERTAIN FEATURES OF THE CONSTRUCTION ARE NOT
FULLY SHOWN ON THE DRAWINGS, THEN THEIR CONSTRUCTION SHALL BE
OF THE SAME CHARACTER AS FOR SIMILAR CONDITIONS THAT ARE SHOWN
OR NOTED. WHERE SPECIFIC DIMENSIONS, DETAILS OR DESIGN INTENT
CANNOT BE DETERMINED, CONSULT ARCHITECT BEFORE PROCEEDING
WITH THE WORK.
26. WHERE NOT SPECIFICALLY CALLED FOR, ALL MATERIALS AND
PROCEDURES SHALL CONFORM TO STANDARDS PUBLISHED BY THE
AMERICAN SOCIETY FOR TESTING AND MATERIALS (A.S.T.M.). ALL WORK
SHALL CONFORM TO THE FOLLOWING:
a. THESE GENERAL NOTES (UNLESS OTHERWISE NOTED ON PLANS OR
SPECIFICATIONS).
b. BUILDING CODES: LATEST EDITION, LOS ANGELES (WHEN THE PROJECT IS
IN LOS ANGELES; SANTA MONICA MUNICIPAL CODE, WHEN THE PROJECT IS
IN SANTA MONICA; BEVERLY HILLS MUNICIPAL CODE,
WHEN THE PROJECT IS IN BEVERLY HILLS.
c. ALL APPLICABLE LOCAL AND STATE ORDINANCES, CODES AND
REGULATIONS.
d. ALL CONTRACTORS SHALL PROVIDE PROPER NOTICE AND/OR SAFETY
PROTECTION TO THE PUBLIC AND OTHER TRADES AGAINST ANY HAZARDS
TO PERSONS OR PROPERTY DUE TO THEIR WORK.
27. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES, GOVERNING
AUTHORITIES (INCLUDING OSHA AND CPSC GLAZING STANDARDS) AND TO
THE INDUSTRY STANDARD FOR EACH TRADE.
GENERAL NOTES - B. SITEWORK, FOUNDATIONS, ETC.
22. IF COMPACTED SOILS ARE USED, NO FOOTINGS SHALL BE POURED UNTIL
THE FOUNDATION ENGINEER HAS SUBMITTED A COMPACTION REPORT AND
IN PLACE SHEAR TEST DATA AND SETTLEMENT DATA TO THE DEPARTMENT
AND OBTAINED APPROVAL.
23. PRIOR TO REPLACEMENT OF STEEL OR POURING OF CONCRETE, A
REPRESENTATIVE OF THE CONSULTING FOUNDATION ENGINEER SHALL
INSPECT AND APPROVE THE FOOTING EXCAVATIONS. HE SHALL POST A
NOTICE ON THE JOB SITE FOR THE CITY BUILDING INSPECTOR AND THE
CONTRACTOR STATING THAT THE WORK SO INSPECTED MEETS THE
CONDITIONS OF THE REPORT, BUT THAT NO CONCRETE SHALL BE POURED
UNTIL THE CITY BUILDING INSPECTOR HAS ALSO INSPECTED AND
APPROVED THE FOOTING EXCAVATIONS. A WRITTEN CERTIFICATION TO
THIS EFFECT SHALL BE FILED WITH THE DEPARTMENT UPON COMPLETION
OF THE WORK.
24. THE CONSULTING GEOLOGIST AND/OR SOILS ENGINEER SHALL INSPECT
THE EXCAVATION TO DETERMINE THAT THEY ARE FOUNDED IN THE
RECOMMENDED STRAIGHTS BEFORE CALLING THE DEPARTMENT FOR
FOOTING INSPECTION.
25. TEMPORARY WALL EXCAVATION SHALL BE OBSERVED BY THE PROJECT
GEOLOGIST.
26. SOIL SHALL BE REMOVED TO GRADES INDICATED ON THE DRAWINGS AND
TOPSOIL SHALL BE CONSERVED FOR SPREADING OVER BACK FILL AREAS.
ABSOLUTELY NO CHEMICALS, SOLVENTS, OR CONSTRUCTION FLUID WASTE
SHALL BE DUMPED ON SOIL WHICH CAN IN ANY WAY DETER FUTURE AND
EXISTING PLANT MATERIAL.
27. ANY UNSUPPORTED SHALE PLANES, EITHER EXISTING, OR EXPOSED BY
GRADING, SHALL BE SUPPORTED BY A DESIGNED RETAINING WALL OR
BUTTRESS FILL.
28. ANY RECOMMENDATIONS PREPARED BY THE CONSULTING GEOLOGIST
AND/OR SOILS ENGINEERS FOR CORRECTION OF GEOLOGIST HAZARDS
FOUND DURING GRADING SHALL BE SUBMITTED TO THE DEPARTMENT FOR
APPROVAL PRIOR TO UTILIZATION IN THE FIELD.
29. NO TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH INTO WHICH A
PERSON IS REQUIRED TO DESCEND.
30. MAXIMUM DRIVEWAY SLOPE 20%, UNLESS OTHERWISE NOTED ON SITE
PLAN AND PLOT PLAN. GRADE DETAILS AND TRANSITION SLOPES REQUIRE
WHERE SLOPE EXCEEDS 12 1/2%. MAXIMUM DRIVEWAY CROSS SLOPE IS
10%. MAXIMUM SLOPE WITHIN PARKING AREA IS 5%.
GENERAL NOTES - B. SITEWORK, FOUNDATIONS, ETC.
1. PRIOR TO FORMING AND POURING CONCRETE, THE CONTRACTOR SHALL
STAKE OUT ALL FOUNDATIONS AND PERIMETER WALL LINES AS SHONE ON
PLANS FOR ARCHITECT'S REVIEW, CONFIRM EXISTING AND NEW
STRUCTURE AND PROPERTY LINE LOCATIONS AND ELEVATIONS.
2. THE CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY
UNSTABLE OR QUESTIONABLE SOIL OR GEOLOGICAL CONDITIONS
ENCOUNTERED DURING EXCAVATION.
3. WHERE A SOILS AND/OR GEOLOGY REPORT HAS BEEN MADE, IT SHALL BE
CONSIDERED A PART OF THE CONSTRUCTION DOCUMENTS, AND
CONTRACTOR SHALL FOLLOW ANY RECOMMENDATIONS CONTAINED
THEREIN.
4. WHERE INTERIOR CRAWL SPACE OR ROOM, PIT OR BASEMENT FLOOR
SLABS ARE BELOW EXTERIOR FINISH GRADE, THE CONTRACTOR SHALL
PROVIDE DRAINAGE AT FOOTING PERIMETER. WATERPROOF THE
PERIMETER STEM WALLS WITH "MIRADRI MEMBRANE" AND "MIRADRAIN
SYSTEM" UNLESS SPECIFIED OTHERWISE ON PLANS, PROVIDE 4" SDR35
PERFORATED PIPE WRAPPED IN FILTER CLOTH AND SURROUNDED IN 3/4"
CRUSHED ROCK. SLOPE PIPE AROUND PERIMETER AND EXIT TO DRAINAGE
SUMP PIT IN A DEDICATED LINE, BACKFILL AND COMPACT TO 90% TO FINISH
GRADE.
5. ALL CONCRETE SLABS SET BELOW EXTERIOR GRADES SHALL BE POURED
OVER A CONTINUOUS 4 MM. MIN. WATERPROOF MEMBRANE SET ON 2" SAND
BED OVER 4" CRUSHED ROCK ON NATURAL OR COMPACTED SOIL AND
REINFORCED. CRUSHED ROCK BED SHALL BE DRAINED TO STORM DRAIN
SYSTEM OR RELIEVED AT PERIMETER TO PREVENT SUBFLOOR
SATURATION. THE RAT SLAB IS TO BE 3" SLURRY MIX OVER COMPACTED
AND LEVEL SOIL.
6. ANY LANDSCAPE OR PLANTER RETAINING WALLS AGAINST EARTH ARE
SPECIFIED WITHOUT PERIMETER DRAINS SHALL BE PROVIDED WITH
ADEQUATE WEEP HOLES SURROUNDED ON THE BACKSIDE BY A MINIMUM 6"
OF GRAVEL BACKFILL AT BASE OF WALL. ALL ENCLOSED PLANTERS SHALL
BE WATERPROOFED ON THE INSIDE AND SUPPLIED WITH BOTTOM DRAINS
CONNECTED TO STORM DRAIN SYSTEM.
7. ALL CONCRETE SLABS TO BE REMOVED SHALL FIRST BE NEATLY SAWCUT
WITH NO OVERCUTTING.
8. PATCHING OF CONCRETE SLABS SHALL BE PERFORMED SO AS TO LEAVE
THE PATCH SURFACE LEVEL WITH AND MATCHING THE EXISTING ADJACENT
SLAB.
9. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE OF ALL FINISHED
GRADE SURFACES, SIDEWALKS, AND PATIOS AWAY FROM STRUCTURES
AND VERIFY THAT ALL AREAS AFFECTED BY CONSTRUCTION ARE
PROPERLY DRAINED, WITH NO PONDING.
10. THE CONTRACTOR SHALL REMOVE ALL EXCAVATED OR EXCESS SOIL,
DEBRIS, AND MATERIALS NOT REQUIRED BY CONSTRUCTION. CONFIRM
ANY ITEMS TO REMAIN WITH ARCHITECT AND OWNER PRIOR TO START OF
CONSTRUCTION.
11. REMOVE ALL EXISTING OBSTRUCTIONS AND MISCELLANEOUS OBJECTS AS
DETAILED IN DEMOLITION PLAN INCLUDING FOOTINGS, SLABS, TREES,
ROOTS, ROCK, ETC.
12. CONFIRM LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO
COMMENCING WITH ANY SUB-SURFACE WORK.
13. FILL, WET, TAMP AND COMPACT UNDER ALL SLABS TO THE PROPER
ELEVATION.
14. ALL BACKFILL SHALL BE COMPACTED IN 6" LIFTS WHERE UNDER SLAB OR
WALKWAY.
15. ANY TRENCH OPENED ON THE SITE SHALL BE MARKED CLEARLY WITH
BARRICADES BY THE TRADE INVOLVED WHEN LEFT UNATTENDED. ALL
TRENCHES MADE SHALL BE BACKFILLED AND COMPACTED PER
SPECIFICATIONS HEREIN BY THE TRADE WHICH OPENED THE TRENCH.
16. NO FOOTING TO BE UNDERCUT CLOSER THAN 1:1.
17. ALL GRADING SHALL BE DONE PER PLAN TO 1/10 OF ONE FOOT TOLERANCE.
POSITIVE DRAINAGE TO SPECIFIED DRAINS OR TO STREET SHALL BE
PROVIDED BY THE CONTRACTOR.
18. COMPACTED FILL SHALL EXTEND BEYOND THE FOOTINGS A MINIMUM
DISTANCE EQUAL TO THE DEPTH OF THE FILL BELOW THE FOOTINGS.
19. ALL REQUIREMENTS FOR EXCAVATION CONTAINED IN THE STATE
CONSTRUCTION SAFETY ORDERS AND ENFORCED BY THE STATE DIVISION
OF INDUSTRIAL SAFETY SHALL BE MET.
20. NO FILL SHALL BE PLACED UNTIL THE CITY GRADING INSPECTOR AND THE
SOILS ENGINEER HAVE INSPECTED AND APPROVED THE BOTTOM
EXCAVATION. THE SOILS ENGINEER SHALL LEAVE A CERTIFICATE ON THE
SITE. THE CITY GRADING INSPECTOR SHALL BE NOTIFIED PRIOR TO THE
PLACEMENT OF ANY FILL.
21. THE FILL SHALL BE PLACED UNDER THE INSPECTION AND APPROVAL OF
THE FOUNDATION ENGINEER. A COMPACTION REPORT SHALL BE
SUBMITTED TO THE DEPARTMENT UPON COMPLETION OF THE
COMPACTION.
GENERAL NOTES - C. FRAMING, ETC.
1. IN ADDITION TO ANY STRUCTURAL GRADE REQUIREMENTS, ALL EXPOSED
WOOD BEAMS AND POSTS SHALL BE SELECTED FOR BEST APPEARANCE
GRADE, WITH A MINIMUM OF KNOTS, CRACKS AND CHECKS.
2. THE CONTRACTOR SHALL PROVIDE ACCESS TO ALL ATTIC AREAS AND
PLUMBING AS REQUIRED BY CODE AND SHALL CONFIRM ACCESS
LOCATIONS WITH ARCHITECT PRIOR TO FRAMING.
3. THE CONTRACTOR SHALL PROVIDE SCREENED THROUGH-WALL
VENTILATION TO ENCLOSED GARAGE AREAS IF REQUIRED BY CODE AND
SHALL CONFIRM VENT LOCATIONS WITH ARCHITECT PRIOR TO FRAMING.
4. THE CONTRACTOR SHALL COORDINATE FRAMING WITH PROPOSED
LOCATIONS OF ELECTRICAL, MECHANICAL AND PLUMBING WORK SO AS TO
AVOID CHANGES IN FRAMING WHICH MIGHT CONFLICT WITH PROPOSED
EQUIPMENT, FIXTURE OR DIFFUSER LOCATIONS.
5. PROVIDE FRAMED OPENINGS FOR MEDICINE CABINETS DURING ROUGH
FRAMING, CONFIRMING SIZE, LOCATION AND HEIGHTS OF OPENINGS WITH
ARCHITECT PRIOR TO CONSTRUCTION.
6. PROVIDE BLOCKING AS REQUIRED FOR CABINETS, TOILET PAPER HOLDERS,
TOWEL BARS AND OTHER SPECIALTY ITEMS.
7. ALL EXPOSED WOOD BEAMS, DECKING OR OTHER MEMBERS INSTALLED
PRIOR TO ENCLOSING THE BUILDING ENVELOPE AND COMPLETING
ROOFING MEMBRANE SHALL BE PROTECTED DURING CONSTRUCTION
AGAINST MOISTURE, STAINING, AND OTHER DAMAGE BY PROTECTING WITH
WEATHERPROOF PLASTIC WRAPPERS AND ADDITIONAL PROTECTIVE
MEASURES AS MAY BE REQUIRED UNLESS OTHERWISE NOTED.
8. ALL ROOF BEAMS AND SUPPORTING POSTS SHALL BE ANCHORED TO
PROVIDE RESISTANCE AGAINST UPLIFT. POSTS SHALL BE ANCHORED TO
THE FOOTINGS OR UNDER-FLOOR CONSTRUCTION. ALL ANCHORAGE
SHALL NOT BE LESS THEN 1/2" BOLTS OR 1/2" LAG SCREWS.
9. FIRE BLOCK STUD WALLS (AT 10' INTERVALS [HORIZONTAL & VERTICAL]),
ENCLOSED AND CONCEALED SPACES, OPENINGS AROUND VENTS, PIPES,
DUCTS, CHIMNEYS, BETWEEN ATTIC AND CHIMNEY CHASE, AT STAIR
STRINGERS, AND SIMILAR PLACES AT CEILING AND FLOOR LEVELS.
10. SEE STRUCTURAL NOTES AND DRAWINGS FOR ADDITIONAL INFORMATION.
11. USE A MINIMUM OF 50% OF WOOD BASED MATERIALS AND PRODUCTS,
CERTIFIED IN ACCORDANCE WITH THE "FOREST STEWARDSHIP COUNCIL'S
PRINCIPALS AND CRITERIA", FOR WOOD BUILDING COMPONENTS,
INCLUDING, BUT NOT LIMITED TO, STRUCTURAL FRAMING AND GENERAL
DIMENSIONAL FRAMING, FLOORING, FINISHES, FURNISHINGS, AND NOT
RENTED TEMPORARY CONSTRUCTION APPLICATIONS SUCH BRACING,
CONCRETE FORM WORK AND PEDESTRIAN BARRIERS.
12. COMPOSITE WOOD AND AGRIFIBER PRODUCTS MUST CONTAIN NO ADDED
UREA-FORMALDEHYDE RESINS.
GENERAL NOTES - D. ROOF, ROOF FLASHING, ETC.
10. ALL ROOF DRAINAGE SHALL BE CARRIED TO THE STREET OR OTHER CODE
APPROVED DRAINAGE AREA VIA NONCORROSIVE DEVICES AS REQUIRED BY
CODE. AT BASE OF ALL INTERIOR AND EXTERIOR DOWNSPOUTS PROVIDE
MIN. 4" DIAMETER CLASS 315 PIPING UNDERGROUND TO STREET, ROADWAY
OR A DRAINAGE SWALE. VERIFY LAYOUT WITH ARCHITECT PRIOR TO
INSTALLING. SEE UTILITIES SECTION FOR ADDITIONAL INFORMATION
REGARDING DRAINAGE.
11. COMPOSITION BUILT-UP ROOFING SHALL CONFORM TO U.B.C. DESIGNATION
32-1 AND 32-2 TO BE CLASS A, FIRE RETARDANT PER U.B.C. 32-7, APPLIED
PER U.B.C. SECTION 3203(D)1 CONSISTING OF NOT LESS THAN: FOUR (4)
LAYERS 15 LB. PERFORATED ORGANIC FIBER FELT PLUS 400 LBS. PER
ROOFING SQUARE OF GRAVEL OR CRUSHED ROCK.
12. NAILS USED FOR SLATE SHINGLES AND CLAY OR CONCRETE TILE ROOFING
SHALL BE COPPER, BRASS OR STAINLESS STEEL WITH GAGE AND LENGTH
PER COMMON FERROUS NAILS.
CLAY OR CONCRETE TILE ROOFING SHALL COMPLY WITH THE DSA
PROVISIONS CONTAINED IN TITLE 24. THIS INCLUDES SUCH THINGS AS
MORE NAILS FOR ATTACHMENT, WIRE LOOPS EMBEDDED IN CONCRETE
TILES, ETC. THE CLAY TILE ROOF MUST BE STOCKED WITH THE ENTIRE
QUANTITY OF ROOFING TILES SPREAD EVENLY OVER THE ENTIRE ROOF A
MINIMUM OF 60 DAYS PRIOR TO STUCCO APPLICATION. CONTRACTOR IS
RESPONSIBLE FOR PROTECTING THE BASE SHEET FROM THE ELEMENTS BY
PROVIDING A SACRIFICIAL LAYER OF FELT PRIOR TO STOCKING THE ROOF.
13. COMPLY WITH THE SHEET METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION ARCHITECTURAL SHEET METAL MANUAL, SIXTH
EDITION REFERENCED ON THE CONSTRUCTION DOCUMENTS AND WHERE
SPECIFIC REFERENCE TO SHEET METAL WORK IS REQUIRED.
14. COMPLY WITH THE NATIONAL ROOFING CONTRACTORS ASSOCIATION ROOF
AND WATERPROOFING MANUAL, FIFTH EDITION, INCLUDING 2003 UPDATES
REFERENCED ON THE CONSTRUCTION DOCUMENTS AND WHERE SPECIFIC
REFERENCE TO ROOFING AND WATERPROOFING WORK IS REQUIRED.
GENERAL NOTES - D. ROOF, ROOF FLASHING, ETC.
1. ALL ROOFS TO BE MIN. CLASS "A", MEETING CODE AND SPECIFICATIONS
REQUIREMENTS. CONFIRM SPECIFICATIONS WITH OWNER AND ARCHITECT.
PROVIDE A 10'X10' MOCK UP ON THE ROOF ILLUSTRATING A ROW OF
STARTER TILES AND HIP TILES. SEE DRAWINGS AND DETAILS.
2. THE CONTRACTOR, ROOFING AND MEMBRANE CONTRACTOR(S) SHALL
FURNISH AN UNCONDITIONAL WRITTEN GUARANTEE TO OWNER COVERING
ALL MATERIALS AND INSTALLATION OF ALL NEW ROOFING, FLASHING AND
WATER-PROOF MEMBRANES FOR A PERIOD OF 10 YEARS FOLLOWING FINAL
COMPLETION OF CONSTRUCTION.
3. ALL BUILT UP ROOF AREAS SHALL HAVE MIN. 1/4" PER FOOT PITCH TO
DRAINS FOR SPANS UP TO 20'-0", AND 1/2" PER FOOT FOR SPANS OVER
20'-0". EMERGENCY OVERFLOW SCUPPERS OR DRAINS SHALL BE
INSTALLED WITH OUTLETS 2" ABOVE PRINCIPAL ROOF DRAINS, AND SHALL
BE INDEPENDENT OF PRINCIPAL ROOF DRAINS OR GUTTERS. CONTRACTOR
SHALL PERFORM A 72 HOUR FLOOD TEST ON ALL FLAT ROOF SYSTEMS
HAVING BORDERS ON FOUR SIDES. NOTIFICATION AND DOCUMENTATION
OF THIS TEST MUST BE SUBMITTED ALONG WITH CERTIFICATION FROM
MANUFACTURER.
4. UNLESS OTHERWISE NOTED, ALL ROOF AREA DRAINS SHALL BE LARGE
LOW PROFILE CAST IRON GENERAL PURPOSE DRAINS WITH REMOVABLE
PERFORATED DOMES TO PROTECT AGAINST CLOGGING, AND SHALL BE
INSTALLED WITH THE RECOMMENDED FLASHING. USE SIDE OUTLET TYPE
WHERE CEILING CLEARANCE REQUIRES IT. PERFORATED DOMES SHALL BE
FINE ENOUGH TO PREVENT ROOF GRAVEL FROM ENTERING DRAIN.
5. ALL ROOF, PARAPET, CHIMNEY AND OTHER FLASHING SHALL BE INSTALLED
SO THAT THEY ARE WATER-TIGHT. NOTIFY ARCHITECT OF ANY POINTS
WHERE WATER OR MOISTURE MAY PENETRATE FOR ADDITIONAL WATER
PROTECTIVE MEASURES.
6. PARAPET COPINGS SHALL BE INSTALLED SO AS TO BE CONTINUOUS AND
LEVEL, WITH WELDED SEAMS, AND SHALL BE INSTALLED TO SLOPE
SLIGHTLY TOWARDS THE ROOF SIDE. UNLESS SPECIFIED, SHEET METAL
GAUGE SHALL BE SUFFICIENT TO WITHSTAND DENTING OR BENDING.
7. ALL SCUPPERS, GUTTERS, DOWNSPOUTS, LEADER BOXES OR OTHER
SHEET METAL WORK SHALL BE PROPERLY FLASHED AND SHALL HAVE
WELDED OR SEALED WATERPROOF JOINTS. ALL BENDS, SEAMS, SPLICES
OR OTHER CONNECTIONS SHALL BE STRAIGHT, SMOOTH AND CONTINUOUS
WITHOUT DIMPLES OR DENTS. UNLESS SPECIFIED, SHEET METAL GAUGE
SHALL BE SUFFICIENT TO WITHSTAND DENTING OR BENDING. ALL WINDOWS
AND EXTERIOR DOORS ARE TO SIT IN A SOLDERED AND FORMED COPPER
SILL PAN WITH MIN. 4" TURN UP AT REAR AND SIDES AND FOLDING DOWN
THE FACE OF THE EXTERIOR WALL 2" AND TRAVELLING BEYOND THE
WINDOW OR DOOR 2". ALL SUBSILL SYSTEMS ARE TO BE INSPECTED AND
APPROVED BY THE ARCHITECT OR OWNER'S REPRESENTATIVE PRIOR AND
SUBSEQUENT TO THE WINDOW AND DOOR INSTALLATION.
8. PROVIDE GALVANIC OR BITUMINOUS INSULATION AS APPROVED BY
ARCHITECT BETWEEN DISSIMILAR METALS.
9. UNLESS OTHERWISE NOTED, ALL CONCEALED INTERIOR ROOF DRAIN
DOWNSPOUTS SHALL BE NO HUB CAST IRON, MIN. 4" DIAMETER OR LARGER
AS REQUIRED SUFFICIENT TO HANDLE ROOF AREAS. ALL CONNECTIONS
SHALL BE WATER-TIGHT. OVERSIZE HOLES IN FRAMING FOR CONT.
INSULATION.
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
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GENERAL
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Plan Check #
01/12/23
GENERAL NOTES - J. PAINT
1. CONTRACTOR SHALL INCLUDE WITHIN THE SCOPE OF HIS WORK
PREPARATION, PRIMING AND FINISH OF PAINTING OF EXTERIOR WALLS
AFFECTED BY ADDITIONS AND REMODELING AND INTERIOR WALLS AND
CEILINGS, INCLUDING DOORS, SASH AND TRIM WORK. CONFIRM ANY
EXPOSED BEAMS, DECKING, CABINETS OR WOOD TO BE STAINED AND/OR
CLEAR-SEALED PRIOR TO ORDERING. CONFIRM PAINT, STAIN AND FINISH
SELECTIONS AND SPECIFICATIONS WITH ARCHITECT, SUBMIT COLOR
SAMPLES AND APPLY SAMPLE COLORS ON ACTUAL SURFACES TO BE
PAINTED FOR ARCHITECT'S REVIEW PRIOR TO ORDERING MATERIALS.
2. CONTRACTOR SHALL PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, TOOLS
AND SERVICES NECESSARY TO COMPLETE THE FINISH PAINTING OF THIS
PROJECT.
3. BEFORE BEGINNING, INSPECT ALL WORK TO BE PAINTED OR STAINED AND
REPORT TO ARCHITECT ANY CONDITIONS WHICH WILL PREVENT A QUALITY
FINISH FROM BEING ACCOMPLISHED. COMMENCING OF WORK BY THE
CONTRACTOR INDICATES HIS ACCEPTANCE OF THE SURFACE.
4. CONTRACTOR SHALL FULLY PREPARE ALL SURFACES WHICH ARE TO
RECEIVE PAINT OR STAIN. PREPARATION SHALL INCLUDE, BUT NOT LIMITED
TO: CAULKING ALL JOINTS, SEAMS AND CRACKS TO RECEIVE PAINT;
FILLING ALL NAIL HOLES; REMOVAL OF ALL HARDWARE AND DOORS
(REPLACEMENT OF SAME WHEN PAINTING IS COMPLETE); PROTECTION OF
ALL HARDWARE TO REMAIN IN PLACE; INCIDENTAL SANDING OF FINISH
SURFACES PRIOR TO PRIMING; FULLY MASKING EXPOSED FINISH
MATERIALS AND EQUIPMENT.
5. PAINTERS SHALL NOT DUMP PAINT, TAINTED WATER, CHEMICALS OR ANY
OTHER MATERIAL ON THE SITE. ALL CLEAN-UP SHALL BE DONE IN AN AREA
DESIGNATED BY THE PROJECT MANAGER. ALL THINNERS, OILS AND OTHER
CHEMICALS SHALL BE KEPT IN SEALED CONTAINERS AND DISPOSED OF AT
APPROVED DUMP SITES. STREET DUMPING WILL NOT BE ALLOWED.
6. ALL SPACES SHALL BE BROOM CLEAN, AND ALL SURFACES TO BE PAINTED
SHALL BE DRY AND CLEAN.
7. ALL WOODWORK SHALL BE CLEANED, SANDED AND DUSTED BEFORE
PAINTING. ALL WOODWORK SHALL BE SANDED LIGHTLY BETWEEN COATS.
8. AFTER PRIMING HAS DRIED, APPLY PIGMENTED WHITE SHELLAC TO ALL
KNOTS, PITCH AND SAPWOOD: PUTTY ALL NAIL HOLES, CRACKS, OPEN
JOINTS AND OTHER DEFECTS.
9. TOPS AND BOTTOMS OF ALL DOORS SHALL BE FULLY SEALED, SANDED AND
PAINTED AFTER CUTTING AND PRIOR TO HANGING.
10. INTERIOR WALLS OR DRYWALL OR PLASTER SHALL BE SEALED, PRIMED
AND PAINTED. (TWO COATS OF FINAL COLOR, MINIMUM.)
11. INTERIOR PAINTED WOOD WORK SHALL BE PRIMED AND PAINTED AS
SPECIFIED. THIS SHALL INCLUDE TRIM, DOORS, CABINETS (INSIDE AND
OUT) AND PANELING. (TWO COATS OF FINAL COLOR, MINIMUM).
12. ALL SEMI-GLOSS AND ENAMELED SURFACES SHALL BE SANDED BETWEEN
COATS TO REMOVE ANY ROUGHNESS OR BURRS.
13. SPECIFIED STAINED CABINETS SHALL BE STAINED AND RECEIVE TWO
COATS SEMI-GLOSS VARNISH. SAND CABINETS SMOOTH BETWEEN COATS.
14. EXTERIOR PAINTED WOOD SHALL BE PRIMED AND RECEIVE TWO COATS
PAINT, CUSTOM COLOR BY ARCHITECT.
15. EXTERIOR FINISH WOODWORK INCLUDING WOOD SIDING SHALL RECEIVE
TWO COATS OIL AND TWO COATS VARNISH UNLESS OTHERWISE SPECIFIED
ON PLANS.
16. UNLESS OTHERWISE NOTED, PAINTING COATS AS SPECIFIED ARE
INTENDED TO COVER SURFACES COMPLETELY; IF NOT, FURTHER COATS
SHALL BE APPLIED.
17. INTERIOR AND EXTERIOR PAINT AND STAIN SAMPLES SHALL BE PROVIDED
BY CONTRACTOR FOR EACH COLOR OR STAIN TO OWNER AND ARCHITECT'S
SATISFACTION.
18. CONTRACTOR SHALL MAKE COLOR TESTS OF ALL PAINTED AREAS IN
AGREED UPON SIZES AND LOCATIONS FOR APPROVAL OF ARCHITECT.
19. WATERPROOFING OF CONCRETE AND OTHER MATERIALS SHALL BE PART
OF THIS CONTRACT WHERE MATERIAL IS APPLIED BY BRUSH, ROLLER OR
MECHANICAL SPRAYER.
20. PAINT SHALL BE DUNN-EDWARDS OR APPROVED EQUAL. STAINS SHALL BE
DUNN-EDWARDS OR APPROVED EQUAL. WOOD OILS SHALL BE WATCO OR
APPROVED EQUAL.
21. ALL PAINTS SHALL BE NEW AND MIXED FOR THE PROJECT SPECIFIED
HEREIN.
GENERAL NOTES - K. SPRINKLERS
1. IF REQUIRED, TO BE APPROVED BY PLUMBING DIVISION OF THE BUILDING
DEPARTMENT PRIOR TO INSTALLATION.
2. CONTRACTOR TO PROVIDE NECESSARY DRAWINGS AND SHALL OBTAIN ALL
NECESSARY PERMITS AND APPROVALS FOR AUTOMATIC FIRE SPRINKLER
SYSTEM IN COMPLIANCE WITH SANTA MONICA PLUMBING CODE
(L.A.)12.21A17(D)2 PRIOR TO COMMENCING WORK.
3. CONTRACTOR TO SUBMIT SPRINKLER DRAWINGS (LOCATION,
SPECIFICATIONS, ETC...) FOR APPROVAL AND REVISION BY ARCHITECT
PRIOR TO INSTALLATION.
GENERAL NOTES - I. FINISHES, CABINETRY, RAILINGS, ETC.
29. GUARDRAILS AT FLOOR OPENINGS AND LANDINGS TO BE A MINIMUM OF 36"
IN HEIGHT WITH INTERMEDIATE RAILS SPACED SUCH THAT A SPHERE 4" IN
DIAMETER CANNOT PASS THROUGH. ANY GLAZING IN GUARDRAILS SHALL
BE SAFETY GLASS.
30. PROVIDE 1-1/2" TO 2" HANDGRIPS, 1-1/2" FROM WALL FOR HANDRAILS AT
STAIRS, LANDINGS AND BALCONIES. UBC SECTION 3306(J).
31. HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS AND,
EXCEPT FOR PRIVATE STAIRWAYS, AT LEAST ONE HANDRAIL SHALL EXTEND
NOT LESS THAN 6" BEYOND THE TOP AND BOTTOM RISERS. ENDS SHALL BE
RETURNED OR TERMINATE IN POSTS. UBC SECTION 3306(J).
32. ENCLOSED USABLE SPACE UNDER INTERIOR AND EXTERIOR STAIRWAYS
SHALL BE PROTECTED ON THE ENCLOSED SIDE AS REQUIRED FOR
ONE-HOUR FIRE-RESISTIVE CONSTRUCTION. UBC SECTION 3306(M) AND (N).
33. STONE WORK SHALL BE IN ACCORDANCE WITH THE DRAWINGS AND WITH
THE
MASONRY INSTITUTE OF AMERICA AND BUILDING STONE INSTITUTE
GUIDELINES. VERIFY ALL CORNER, EDGE, SPLASH, AND OTHER DETAILS
WITH ARCHITECT PRIOR TO STARTING CONSTRUCTION.
34. ALL CERAMIC, MARBLE, GRANITE, SLATE OR OTHER TILE WORK SHALL BE
ACCORDING TO CURRENT STANDARDS AND SPECIFICATIONS OF THE TILE
COUNCIL OF AMERICA AND CERAMIC TILE INSTITUTE. VERIFY ALL LAYOUTS,
TRIM SHAPES, GROUT SELECTIONS AND WIDTH, AND OTHER
SPECIFICATIONS WITH ARCHITECT PRIOR TO ORDERING TILE.
35. UNLESS OTHERWISE SPECIFIED, TILE SHALL BE INSTALLED ON A
WIRE-REINFORCED MORTAR BED OVER A CLEAVAGE MEMBRANE. ALL DUST
SHALL BE COMPLETELY WASHED OFF TILE PRIOR TO APPLICATION OF THE
BOND COAT. BONDING MORTAR SHALL COVER 100% OF BOTH THE TILE AND
THE SURFACE TO BE COVERED APPROXIMATELY 1/8" THICK. ON MARBLE
TILE, USE GRAY BONDING MORTAR WITH DARKER TILE, WHITE BONDING
MORTAR WITH LIGHT COLORED TILE.
36. THE CONTRACTOR SHALL PROVIDE MORTAR, MASTIC, GROUT, ALL
EQUIPMENT, FINISH TILE, ALL LABOR AND ANY OTHER MATERIALS
NECESSARY FOR THE COMPLETION OF TILE AS SHOWN ON PLANS.
37. TILE CONTRACTOR SHALL MAKE AN ACCURATE COUNT OF REQUIRED TILE
AND TRIM (INCLUDING TYPICAL OVERAGES FOR CUTTING AND BREAKS) FOR
OWNER'S VERIFICATION PRIOR TO ORDER OF TILE.
38. ALL TUB AND SHOWER WALLS TO HAVE CERAMIC TILE ON 1-1 3/4"
PORTLAND CEMENT AND WIRE MESH SETTING BED FROM FLOOR TO
CEILING OR AS SHOWN ON DRAWINGS.
39. ALL TILE LAYOUTS SHALL BE DISCUSSED AND APPROVED BY OWNER AND
ARCHITECT PRIOR TO PLACING TILE. TILE SHALL BE CENTERED IN SPACE
WHERE INSTALLED.
40. ALL TILE SHALL BE SET LEVEL AND PLUMB. ALL GROUT LINES SHALL BE OF
UNIFORM WIDTH, LEVEL AND PLUMB.
41. ANY NON-CONFORMING TILE SHALL BE REMOVED AND REPLACED AT NO
COST TO THE OWNER. CONTRACTOR SHALL REPLACE ALL MATERIALS FOR
ROUGH AND FINISH AT THEIR EXPENSE.
42. CONTRACTOR SHALL CLEAN ALL POROUS TILE AND MARBLE PRIOR TO
APPLICATION OF ONE COAT "WATCO TILE AND MARBLE SEALER". THIS
CONTRACTOR SHALL APPLY SEALER PRIOR TO GROUTING AS PER
MANUFACTURER'S SPECIFICATIONS.
43. THE USE OF GYPSUM BOARD FOR TILED WALLS OR CEILINGS IN SHOWERS
AND OTHER WET AREAS IS PROHIBITED, EVEN FOR BACKING.
44. THE USE OF WONDER BOARD OR DUROCK WILL BE ACCEPTED FOR TILE
SETTING BED BACKING ONLY, AND ONLY WITH ARCHITECT'S WRITTEN
APPROVAL AND IF A WATERPROOF MEMBRANE IS INSTALLED BEHIND
BOARD OVER STUDS. USE FULL SHEETS WHEREVER POSSIBLE TO
ELIMINATE JOINTS. WHERE JOINTS ARE UNAVOIDABLE, HOLD BOARDS
APART 1/8" AND USE 2" FIBERGLASS TAPE TO REINFORCE JOINTS. APPLY
MIN. 1/2" THICK MORTAR BED PLUS 1/8" BONDING OVER BACKING
SURFACES.
45. . INSTALLATION OF QUARRY OR CLAY TILE, BRICK OR OTHER CERAMIC OR
MASONRY PRODUCTS SHALL USE A MAX. OF 0.6% BY WEIGHT LOW ALKALI
SULFATE CEMENT MORTAR WITH CLEAN WASHED SAND AND ALKALI
SULFATE-FREE WATER TO CONTROL EFFLORESCENCE. THE CONTRACTOR
SHALL REQUIRE TILE OR BRICK MANUFACTURER TO WICK TEST AND
CERTIFY IN WRITING TO ARCHITECT THAT MATERIAL IS
NON-EFFLORESCENCE CONTRIBUTING.
46. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ORDERING ALL CERAMIC
TILE AND OTHER FINISH MATERIALS WITH ENOUGH LEAD TIME SO THAT
ORDERED MATERIAL CAN BE CONFIRMED AS ACCEPTABLE, AND ANY
UNACCEPTABLE MATERIAL REPLACED, WITHOUT DELAYING
CONSTRUCTION.
47. FINISH CAULKING FOR TUBS, COUNTERS, AND OTHER ITEMS SHALL BE
COLOR MATCHED DAP LATEX CAULK WITH SILICON.
48. HARDWOOD FOR FLOORS SHALL BE TOP GRADE KILN DRIED MATERIAL,
DELIVERED TO THE JOB SITE AND ALLOWED TO ACCLIMATIZE INSIDE THE
FINISHED HEATED OR AIR CONDITIONED SPACE FOR AT LEAST TWO WEEKS
PRIOR TO INSTALLATION. HARDWOOD FLOORS SHALL BE INSTALLED OVER
A MEMBRANE LAYER OF ROSINIZED (PINK) PAPER OVER PLYWOOD
SUBFLOOR. DO NOT USE FELT OR ASPHALT PAPER. THE GENERAL
CONTRACTOR AND FLOORING CONTRACTOR SHALL CONFIRM
INSTALLATION AND FINISHING SPECIFICATIONS WITH ARCHITECT PRIOR TO
ORDERING MATERIAL.
49. UNLESS NOTED OTHERWISE, HARDWOOD FLOORS SHALL BE FINISHED WITH
A MINIMUM 3-COATS OF HARDCO NON-YELLOWING MOISTURE CURE CLEAR
URETHANE, STAIN FINISH, APPLIED PER MANUFACTURER'S
RECOMMENDATIONS.
50. ALL CABINETRY AND MILL WORK SHALL BE ACCORDING TO CURRENT
WOODWORKERS INSTITUTE OF CALIFORNIA HANDBOOK STANDARDS,
PREMIUM GRADE. ALL DRAWERS AND SLIDING UNITS TO BE INSTALLED
WITH FULL EXTENSION ACCURIDE #4037 (24" MAXIMUM WIDTH) AND #4025
(42" MAXIMUM WIDTH) GUIDES OR EQUAL AS APPROVED BY ARCHITECT.
CABINET SUBCONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS OF
ALL CABINETS, COUNTERS, AND OTHER BUILT-IN CABINETRY TO ARCHITECT
FOR REVIEW. CONFIRM CABINET STYLES, CONSTRUCTION TYPE, HINGES
AND HARDWARE WITH ARCHITECT PRIOR TO FINALIZING CONSTRUCTION
CONTRACT.
WOODWORKERS INSTITUTE OF CALIFORNIA HANDBOOK STANDARDS,
PREMIUM GRADE. ALL DRAWERS AND SLIDING UNITS TO BE INSTALLED
WITH FULL EXTENSION ACCURIDE #4037 (24" MAXIMUM WIDTH) AND #4025
(42" MAXIMUM WIDTH) GUIDES OR EQUAL AS APPROVED BY ARCHITECT.
CABINET SUBCONTRACTOR SHALL SUBMIT DETAILED SHOP DRAWINGS OF
ALL CABINETS, COUNTERS, AND OTHER BUILT-IN CABINETRY TO ARCHITECT
FOR REVIEW. CONFIRM CABINET STYLES, CONSTRUCTION TYPE, HINGES
AND HARDWARE WITH ARCHITECT PRIOR TO FINALIZING CONSTRUCTION
CONTRACT.
THE CONTRACTOR SHALL INCLUDE IN CONSTRUCTION CONTRACT
INSTALLATION OF ALL FINISH HARDWARE, INCLUDING BUT NOT LIMITED TO
CABINET PULLS, KNOBS, DOOR STOPS, TOWELS BARS, TOILET PAPER
HOLDERS AND OTHER MISCELLANEOUS ITEMS, REGARDLESS OF WHETHER
THESE ITEMS ARE SUPPLIED BY OWNER OR AN ALLOWANCE.
51. THE CONTRACTOR SHALL INCLUDE IN CONSTRUCTION CONTRACT
INSTALLATION OF ALL FINISH HARDWARE, INCLUDING BUT NOT LIMITED TO
CABINET PULLS, KNOBS, DOOR STOPS, TOWELS BARS, TOILET PAPER
HOLDERS AND OTHER MISCELLANEOUS ITEMS, REGARDLESS OF WHETHER
THESE ITEMS ARE SUPPLIED BY OWNER OR AN ALLOWANCE.
52. THE CONTRACTOR SHALL REVIEW RAILINGS AND RAILING DETAILS WITH
ARCHITECT PRIOR TO FINALIZING CONTRACT. RAILING SUBCONTRACTOR
SHALL SUBMIT SAMPLES AND DETAILED SHOP DRAWINGS FOR ARCHITECT'S
REVIEW PRIOR TO MANUFACTURE.
53. TILE INSTALLATION SHALL INCLUDE QUARTER ROUND TRIM PIECES AT ALL
EDGES WHERE MATERIAL CHANGE OCCURS. VERIFY FINAL LAYOUT WITH
OWNER/ARCHITECT PRIOR TO ORDERING MATERIAL.
54. PROVIDE NONABSORBENT WALL ADJACENT TO SHOWER 70" ABOVE DRAIN
(CEMENT PLASTIC, TILE, OR EQUAL) AND APPROVED SHATTER-RESISTANT
MATERIALS FOR SHOWER ENCLOSURE. DOORS MUST SWING OUT.
WINDOWS IN ENCLOSURE SHALL BE SAFETY GLAZING WHEN LESS THAN 60"
ABOVE THE DRAIN. (410.4 UPC; 2406.4 UBC) 510 (B), 540(D)2.
GENERAL NOTES - I. FINISHES, CABINETRY, RAILINGS, ETC.
1. THE CONTRACTOR SHALL SUBMIT ACTUAL MATERIAL SAMPLES FOR
ARCHITECT'S AND OWNER'S REVIEW OF ALL FINISH MATERIALS, PAINT AND
STAINS PRIOR TO ORDERING MATERIALS.
2. EXTERIOR STUCCO SHALL BE MINIMUM 3-COAT APPLICATION OVER 3/4 LB.
PER SQ. YD. EXPANDED METAL LATH, FABRICATED FORM GALVANIZED
SHEETS, AND SECURELY FASTENED OVER TWO LAYER WATER RESISTANT
GRADE B KRAFT PAPER. TWO LAYERS WATER RESISTANT GRADE B KRAFT
PAPER MUST BE KEPT COVERED, PROTECTED FROM SUNLIGHT, AT ALL
TIMES PRECEDING STUCCO APPLICATION.
3. FASTEN ALL STUCCO LATH WITH FURRING NAILS, NOT STAPLES,
REGARDLESS OF WHETHER OR NOT LATH IS SELF-FURRING.
4. ALL WINDOW, DOOR AND OTHER OPENING CORNERS SHALL BE
REINFORCED WITH EXPANDED METAL LATH NAILED DIAGONALLY ACROSS
CORNER.
5. INSTALL CONTINUOUS WEEP SCREEDS AT BASE OF STUCCO WALLS TO LAP
OVER CONCRETE FOUNDATIONS JUST BELOW FLOOR FRAMING SILL PLATE,
TYPICAL. AT ALL HARD EXTERIOR PAVED SURFACES, SUCH AS PATIOS,
DRIVEWAYS, ETC. INSTALL WEEP SCREED 3/8" ABOVE FINISHED PAVING
AND LEAVE UNCAULKED.
6. PLASTER COLOR OR FINISH COAT SHALL BE APPLIED FREE FROM
SHATTERING OR CHECKS.
7. DRYWALL SHALL BE PLUMB, LEVEL AND TRUE WITH PRECISE, UNIFORM
CORNERS. TOLERANCE FOR FLATNESS SHALL BE 1/8" OVER SIX FEET IN
ANY DIRECTION.
8. ALL CORNERS AND ANGLES SHALL BE UNIFORM TRUE AND PLUMB.
9. PLASTER CONTRACTOR SHALL PROVIDE SAMPLES OF TEXTURES AS
REQUESTED BY ARCHITECT.
10. PLASTER COLOR SKIM COAT SHALL BE FINISHED FROM TOP OF WEEP
SCREED TO 4" BELOW LINE OF FINISH GRADE.
11. PLASTER WORK REJECTED DUE TO NON-CONFORMANCE WITH
SPECIFICATIONS OR PLANS SHALL BE REPEATED OR REPLACED AT THE
EXPENSE OF THIS CONTRACTOR. ANY COSTS NECESSARY TO THIS WORK
SHALL BE BORNE BY THIS CONTRACTOR.
12. PROVIDE GALVANIZED STEEL CASING BEADS AND CASING BEADS AT ALL
APPLICABLE CONDITIONS UNLESS SHOWN OTHERWISE.
13. PLASTER FINISH ON CMU OR CONCRETE WALLS SHALL BE APPLIED IN 2
COATS OVER A SURFACE APPLIED BONDING AGENT COMPLYING WITH ASTM
C 932-80 (R1985).
14. EXTERIOR CEMENT PLASTER SHALL RECEIVE SMOOTH FINE FLOAT STEEL
TROWEL FINISH WITH 30 GRAIN SILICA SAND AGGREGATE.
15. CONFIRM STUCCO FINISH WITH ARCHITECT PRIOR TO FINALIZING
ESTIMATE.
16. UNLESS OTHERWISE NOTED, ALL PLASTER MATERIALS AND INSTALLATION
SHALL BE ACCORDING TO CURRENT U.S. GYPSUM HANDBOOK
SPECIFICATIONS AND APPLICABLE CODE REQUIREMENTS.
17. GYPSUM WALLBOARD MATERIALS SHALL BE "U.S. GYPSUM", 5/8" MINIMUM
THICKNESS OR EQUAL CONFORMING TO A.S.T.M. C-36.
18. ALL MATERIALS SHALL BE DELIVERED IN THE ORIGINAL PACKAGING.
19. GYPSUM BOARD SHALL BE STACKED FLAT, OFF THE GROUND AND BE
PROTECTED FROM WEATHER.
20. CONTRACTOR SHALL PROVIDE SHORING AND/OR DISBURSEMENT OF
MATERIAL TO ENSURE THAT FLOOR JOISTS DO NOT SAG FROM WEIGHT OF
STORED MATERIAL.
21. CONTRACTOR SHALL EXAMINE ALL SURFACES TO RECEIVE DRYWALL
BEFORE COMMENCING ANY WORK OF THIS SECTION AND NOTIFY
ARCHITECT OF ANY UNSATISFACTORY CONDITIONS.
22. PLASTER SHALL BE FINISHED PLUMB, FLAT AND TRUE WITH NO BLADE
MARKS SO AS TO PROVIDE FLAT WALLS AND CEILINGS.
23. CUT-OUT OPENINGS FOR ELECTRICAL AND PLUMBING FIXTURES SHALL
ALLOW NO MORE THAN 1/8" GAP.
24. ALL EXCESS MUD AND GYPSUM MATERIAL SHALL BE REMOVED FROM THE
SITE. MUD SHALL BE CLEANED FROM WALL OUTLETS, PLUMBING STUBS
AND LIGHTING FIXTURES.
25. ONE HOUR FIRE RESISTIVE WALLS SHALL BE SURFACED IN 5/8" TYPE "X"
GYPSUM WALL BOARD.
26. ALL GYPSUM WALLBOARD TO BE SMOOTH FINISH.
27. DRYWALL ATTACHMENT SHALL BE 1-1/2" MIN. DRYWALL SCREWS AT 7"
SPACING AT SHEET EDGES, 7" SPACING AT INTERMEDIATE SUPPORTS AND
SHALL BE INSPECTED AND APPROVED PRIOR TO TAPING.
28. BATHROOM ACCESSORIES, SUCH AS TOWEL BARS, SOAP DISHES, ETC. ON
OR WITHIN WALLS SHALL BE SEALED AGAINST MOISTURE. UBC SECTION
510(B).
GENERAL NOTES - E. ENERGY/INSULATION
1. ALL EXTERIOR AND INTERIOR WALLS SHALL BE INSULATED WITH
FIBERGLASS BATT INSULATION WITH A MINIMUM THERMAL RESISTANCE AS
SPECIFIED ON TITLE 24.
2. ALL NEW CEILINGS AND SUBFLOORS SHALL BE INSULATED WITH
FIBERGLASS BATT INSULATION, WITH A MINIMUM THERMAL RESISTANCE AS
SPECIFIED ON TITLE 24. THE SUBFLOOR INSULATION MUST BE WIRED IN
PLACE. ALL RAISED FLOOR SHALL BE INSULATED WITH FIBERGLASS BATT
INSULATION WITH A MINIMUM THERMAL RESISTANCE AS SPECIFIED ON
TITLE 24.
3. INSULATION THICKNESS AND THERMAL RESISTANCE SHALL CONFORM TO
TITLE 24 REGULATIONS FOR CLIMATE ZONE OF JOB SITE. CONFIRM
INSULATION TYPE AND THICKNESS WITH OWNER AND ARCHITECT PRIOR TO
FINALIZING GENERAL CONSTRUCTION CONTRACT.
4. BUILDINGS LOCATED IN CLIMATE ZONES 1, 14 AND 16 SHALL BE PROVIDED
WITH VAPOR BARRIERS.
5. ANY OPERABLE GLASS DOORS OR WINDOW SHALL BE CERTIFIED AND
LABELED TO SHOW CONFORMANCE WITH AIR INFILTRATION STANDARDS
FOR 1972 AMERICAN NATIONAL STANDARDS INSTITUTE (A134.1, A134.2,
A134.3, A134.4) WHEN TESTED PRESSURE DIFFERENTIAL OF 1.57, 16/FT2. AS
PER ASTM E293-73. CONFIRM TYPE OF WEATHERSTRIPPING AND
SPECIFICATIONS WITH ARCHITECT PRIOR TO FINALIZING CONSTRUCTION
CONTRACT AND SUBCONTRACTS.
6. DOORS AND WINDOW BETWEEN CONDITIONED AND OUTSIDE OR
UNCONDITIONED SPACES SUCH AS GARAGES AND COMPARTMENTS FOR
CENTRAL AIR GAS FURNACES SHALL BE FULLY WEATHERSTRIPPED.
7. ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERSTRIPPED WITH
"Q-LON" INTEGRAL WEATHERSTRIPPING OR APPROVED EQUAL.
8. ALL CONTINUOUSLY CIRCULATING DOMESTIC HEATING OR HOT WATER
PIPING SHALL BE INSULATED AS REQUIRED BY THE PLUMBING DIVISION.
9. A CERTIFICATE OF COMPLIANCE (AVAILABLE AT BUILDING DEPARTMENT
OFFICE) SHALL BE SIGNED BY THE INSULATION CONTRACTOR, CERTIFYING
CONFORMANCE WITH CURRENT ENERGY REGULATION: CALIFORNIA
ADMINISTRATIVE CODE, TITLE 24, STATE OF CALIFORNIA. CERTIFICATE
SHALL BE PROMINENTLY POSTED ON THE SITE.
10. NEW MASONRY AND FACTORY BUILT FIREPLACES SHALL HAVE THE
FOLLOWING:
a. TIGHT FITTING CLOSING METAL OR GLASS DOORS COVERING THE ENTIRE
OPENING OF THE FIREBOX.
b. A COMBUSTION AIR INTAKE, TO DRAW AIR FROM THE OUTSIDE OF THE
BUILDING DIRECTLY INTO
THE FIREBOX, WHICH IS AT LEAST SIX SQUARE INCHES IN AREA AND IS
EQUIPPED WITH A
READILY ACCESSIBLE, OPERABLE AND TIGHT FITTING DAMPER.
c. TIGHT FITTING FLUE DAMPER WITH READILY ACCESSIBLE CONTROL.
d. CONTINUOUS BURNING PILOT LIGHTS ARE PROHIBITED.
11. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING
TO CHAPTER 10 OF THE 1979 UNIFORM MECHANICAL CODE. ALL JOINTS OF
THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH MASTIC OR TAPE.
12. GAS FIRED HOUSEHOLD HEATING AND COOLING APPLIANCES, SHOWER
HEADS AND FAUCETS SHALL COMPLY WITH THE APPLIANCE EFFICIENCY
STANDARDS.
a. H.V.A.C. TO BE GAS FIRED.
13. GENERAL LIGHTING IN KITCHEN AND BATHROOMS SHALL HAVE AN
EFFICIENCY OF NOT LESS THAN 40 LUMENS/WATT.
14. THERMOSTATICALLY CONTROLLED HEATING OR COOLING SYSTEMS
(EXCEPT HEAT PUMPS) SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A
CLOCK MECHANISM WHICH CAN BE MANUALLY PROGRAMMED TO
AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS FOR AT LEAST
TWO PERIODS WITHIN 24 HOURS.
15. ALL INSULATION MATERIALS SHALL BE CERTIFIED BY THE MANUFACTURE
AS COMPLYING WITH THE CALIFORNIA QUALITY STANDARDS FOR
INSULATION MATERIAL.
16. THE BATTS OR BLANKETS SHALL COMPLETELY COVER ALL SPACES
INDICATED ON THE DRAWINGS TO BE INSULATED. THE INSULATION SHALL
BE FITTED SNUGLY BUT NOT BE FORCED INTO PLACE; BUT CUT TO FIT ANY
IRREGULAR SPACES OR ANGLES AND BE HAND PACKED AS NECESSARY TO
FILL ANY VOIDS.
17. CAULK AROUND ALL PLUMBING AND ELECTRICAL PENETRATIONS INTO THE
BUILDING ENVELOPE.
18. CAULK AND SEAL AROUND ALL WINDOW AND DOOR FRAMES AND BETWEEN
WALL SOLE PLATES AND FLOORS AND BETWEEN EXTERIOR WALL PANELS.
19. THE SURFACE TO BE CAULKED SHALL BE PRIMED WITH HE PRIMER
RECOMMENDED BY THE MANUFACTURER OF THE SEALANT BEING USED
AND IN ACCORDANCE WITH THEIR INSTRUCTIONS.
20. ALL JOINTS AND PENETRATIONS TO BE CAULKED AND SEALED.
21. THE WEATHERSEALING SHALL BE UNIFORMLY SMOOTH, FREE OF
WRINKLES, FLUSH WITH ADJACENT SURFACES AND ABSOLUTELY
WATERTIGHT.
22. HEATING AND AIR CONDITIONING EQUIPMENT TO BE SIZED FROM ENERGY
CALCULATIONS (SEE ENERGY CALCULATIONS). BID IS TO PROVIDE FOR A
DESIGN BUILD SYSTEM ALLOWING FOR A CALCULATION OF 1 TON PER
EVERY 400 SQ. FT. OF LIVING SPACE. 4 ZONES.
23. NEW H.V.A.C. EQUIPMENT IS TO BE CERTIFIED WITH DUCT CONSTRUCTION
INSTALLATION AND INSULATION TO CONFORM TO THE PREVAILING
MECHANICAL CODE.
24. CONTRACTOR SHALL PROVIDE AND INSTALL COMPLETE H.V.A.C. SYSTEM AS
REQUIRED TO FULLY CONDITION PROJECT DESCRIBED HEREIN. THE WORK
SHALL INCLUDE, BUT NOT BE LIMITED TO THE FOLLOWING ITEMS: EXHAUST
FANS AND EVAPORATIVE COOLER; ALL DUCT WORK; REGISTERS;
DIFFUSERS, LOUVERS AND DAMPERS; DUCT AND PLENUM INSULATION; AIR
CONDITIONING UNITS.
25. NEW WATER HEATERS REQUIRE R-12 OR GREATER HOT WATER HEATER
BLANKET WITH THE FIRST FIVE FEET OF INLET/OUTLET PIPING IN
UNCONDITIONED SPACE TO BE MIN. 4-3 INSULATED.
26. GAS APPLIANCES TO HAVE INTERMITTENT IGNITION DEVICE (ECLECTIC
PILOT).
27. ALL SLIDING GLASS DOORS AND WINDOWS SHALL BE LABELED IN
COMPLIANCE WITH AAMA 402.9 AND 302.9.
28. ALL FAN SYSTEMS EXHAUSTING AIR FORM THE BUILDING ENVELOPE TO
OUTSIDE SHALL HAVE BACKDRAFT DAMPERS.
29. RE-CIRCULATING HOT WATER PIPES IN UNCONDITIONED SPACES SHALL BE
INSULATED.
30. AN ENERGY COMPLIANCE CARD SHALL BE POSTED AT A CONSPICUOUS
LOCATION WITHIN THE BUILDING.
31. CONTRACTOR SHALL PROVIDE A SCALED SHOP DRAWING SPECIFYING ALL
EQUIPMENT, MATERIAL, DUCT RUNS AND REGISTER LOCATIONS FOR
APPROVAL AND REVISION PRIOR TO COMMENCING FABRICATION.
32. ALL REGISTERS AND GRILLS SHALL BE LOCATED WITH ON-SITE APPROVAL
OF THE ARCHITECT.
33. DUCTS SHALL BE CONSTRUCTED, INSTALLED AND INSULATED ACCORDING
TO CHAPTER 10 OF THE LATEST EDITION OF THE UNIFORM MECHANICAL
CODE. ALL PARTS OF THE DUCT SYSTEM SHALL BE TIGHTLY SEALED WITH
MASTIC OR TAPE.
34. H.V.A.C. SUPPLY DIFFUSERS TO BE LOCATED ON WALLS APPROXIMATE.
EIGHT FEET ABOVE FINISHED FLOOR. FINAL LOCATIONS TO BE APPROVED
BY ARCHITECT PRIOR TO COMMENCEMENT OF WORK. ROOMS WITH
HARDWOOD FLOORS TO HAVE DIFFUSERS LOCATED IN THE FLOOR WITH
FLUSH STAINED OAK GRILLS FINISHED TO MATCH FLOOR. SUPPLY TO BE
THROUGH CRAWL SPACE AT FIRST FLOOR AND ATTIC AT SECOND LEVEL,
ALL DUCT RUNS TO HAVE ADJUSTABLE DAMPERS AT EACH ROOM TO
PERMIT SYSTEM MANUALLY BALANCING. DUCTS TO BE LINED WITH SOUND
INSULATING MATERIAL.
35. H.V.A.C. RETURN AIR TO BE DUCTED FROM AT LEAST TWO LOCATIONS PER
ZONE, PROPERLY SEPARATED FOR PROPER PERFORMANCE.
GENERAL NOTES - F. DOORS AND WINDOWS
1. PRIOR TO INSTALLATION, ALL PAINTED WOOD DOOR AND WINDOW FRAMES
SHALL BE PRIMED WITH AN OIL-BASED PRIMER, INCLUDING BACK SIDES OF
FRAMES, FRAME BUCKS AND END GRAIN CUTS. STAINED WOOD FRAMES
SHALL BE BACK-PRIMED SO AS NOT TO SHOW IN FINISH.
2. GLASS DOORS, GLAZING IN BATH AND SHOWER ENCLOSURES, ADJACENT
GLASS PANELS WITHIN 24" OF DOORS, AND ALL GLAZED OPENINGS WITHIN
18" OF THE ADJACENT FLOOR OR LANDING AND HAVING A TOP EDGE
GREATER THAN 36" ABOVE THE FLOOR SHALL BE OF GLASS APPROVED FOR
IMPACT HAZARD, AND GLAZING IN GUARDRAILS.
3. ALL OPENINGS IN EXTERIOR WALLS, INCLUDING WINDOWS AND DOORS,
SHALL COMPLY WITH L.A. CITY SPECIFICATIONS FOR SECURITY OPENINGS.
SEE SECURITY NOTES AND DOOR AND WINDOW SCHEDULES FOR
ADDITIONAL INFORMATION.
4. ALL EXTERIOR AND INTERIOR DOORS SHALL BE INSTALLED WITH 1-1/2 PAIR
OF HINGES UNLESS NOTED OTHERWISE. VERIFY HINGE TYPE AND FINISH
WITH ARCHITECT PRIOR TO ORDERING.
5. ALL EXTERIOR DOORS SHALL BE WEATHERSTRIPPED AT HEADS, JAMBS,
AND MEETING STILES WITH CONTINUOUS INTERLOCKING TYPE BRONZE
WEATHERSTRIPPING. ALL EXTERIOR DOOR SILLS SHALL BE PROVIDED
WITH EXTRUDED BRONZE INTERLOCKING THRESHOLDS WITH CONCEALED
BRONZE HOOKS AND RAIN DRIPS. WEATHERSTRIPPING SHALL BE PEMKO
OR EQUAL AS APPROVED BY ARCHITECT.
6. SEE ENERGY SECTION FOR ADDITIONAL INFORMATION REGARDING
WEATHERSTRIPPING, ETC.
7. SHOP DRAWINGS REQUIRED ON DOORS AND WINDOWS FOR EACH TYPE
AND CONDITION.
GENERAL NOTES - G. UTILITIES, PLUMBING AND DRAINAGE
1. THE CONTRACTOR SHALL CONSULT REPRESENTATIVES OF LOCAL
UTILITIES, INCLUDING GAS, WATER, POWER, SEWER, TELEPHONE AND TV
WHERE APPLICABLE, CONCERNING LOCATIONS AND AVAILABILITY OF
UTILITIES PRIOR TO COMMENCING WORK OR CONNECTING UTILITIES, AND
SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITY LINES.
LOCATIONS AND ELEVATIONS OF ALL EXISTING AND NEW MAINS AND
METERS SHALL BE CONFIRMED ON THE RECORD DRAWINGS.
2. EXCEPT AS PROVIDED BY ARCHITECT IN THE CONSTRUCTION DOCUMENTS,
CONTRACTOR SHALL DESIGN, PREPARE NECESSARY PLANS, HAVE PLANS
CHECKED AND OBTAIN BUILDING PERMITS FOR ALL PLUMBING SYSTEMS
AND EQUIPMENT.
3. PLUMBER SHALL PROCURE ALL NECESSARY PERMITS PRIOR TO
COMMENCING INSTALLATION.
4. THE CONTRACTOR SHALL PROVIDE A SHOP DRAWING, TO SCALE, OF
ROUGH PLUMBING LAYOUT FOR HOT AND COLD WATER, WASTE, WASHER
SPACE, VENT DRYER TO OUTSIDE AIR, INCLUDING GROUNDWORK AND ALL
RISERS FOR APPROVAL PRIOR TO COMMENCING WORK.
5. ALL WATER SUPPLY LINES TO BE "TYPE L" COPPER.
6. COPPER LINES SHALL HAVE INSULATION COUPLINGS WHERE CONNECTING
TO EXISTING TYPE "L" GALVANIZED IRON OR STEEL PIPE WHICH CANNOT BE
CHANGED TO COPPER.
7. MAIN WATER LINE TO DOMESTIC SYSTEM SHALL BE INSTALLED WITH
SEPARATE GATE VALVE AND PRESSURE REGULATOR AT HOUSE ENTRY
POINT.
8. HOSE BIBS AND IRRIGATION SYSTEMS SHALL NOT BE CONNECTED TO
BUILDING WATER SYSTEM, BUT SHALL BE FED FROM MAIN WATER LINE
BEFORE BUILDING SYSTEM PRESSURE REGULATOR AND MAIN VALVE.
9. THE CONTRACTOR SHALL PROVIDE NEW MAIN UNDERGROUND SDR-35
SEWER LINES AND NEW WASTE LINES OF SUFFICIENT SIZE, INCLUDING
ACCESSIBLE CLEANOUTS AT CONNECTIONS, BENDS OR ELSEWHERE AS
REQUIRED BY CODE.
10. THE CONTRACTOR SHALL STUB OUT AND OR HOOK-UP SEWER LATERAL AT
PROPERTY LINE ADJACENT TO NEAREST AVAILABLE POINT OF CONNECTION
WITH SEWER MAIN.
11. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL ROUGH PLUMBING,
WATER HEATER, PRESSURE REGULATOR (IF REQUIRED). WATER SOFTENER
(IF REQUIRED), COMPLETE HOT WATER RECIRCULATING SYSTEM, A/C
CONDENSATE LINE, COMPLETE IN-WALL ROOF DRAIN SYSTEM, P TRAPS,
BRAS AND SUPPORTS, ANGEL STOPS, VALVES ETC. NECESSARY FOR THE
TILE INSTALLATION OR THE FINISHED FIXTURE.
12. THE CONTRACTOR SHALL INSTALL OWNER SUPPLIED FINISH FIXTURES.
13. ALL DRAINS AND WASTE SHALL BE CAST IRON. ALL VENTS TO BE ABS. (SEE
NOTE 21)
14. ALL VENTS, COPPER LINES AND WASTE LINES SHALL BE LOCATED SO AS TO
ALLOW LOCATION, PER PLAN, OF ELECTRICAL AND OTHER FINISH
FIXTURES. ALL CLEAN OUT LOCATIONS ARE TO BE SUBMITTED AND
APPROVED PRIOR TO INSTALLATION.
15. THE CONTRACTOR SHALL DO ALL EXCAVATION AND BACKFILLING
REQUIRED FOR THE WORK SPECIFIED IN THIS SECTION. EXCAVATION AND
BACKFILLING SHALL BE IN ACCORDANCE WITH ALL APPLICABLE
SPECIFICATIONS.
16. STORAGE TYPE WATER HEATERS AND STORAGE TANKS FOR SOLAR WATER
HEATING SYSTEMS SHALL BE EXTERNALLY WRAPPED WITH INSULATION OF
R-12 OR GREATER, UNLESS INTERNALLY INSULATED.
17. PROVIDE MINIMUM R-3 INSULATION OF WATER HEATER INLET AND OUTLET
PIPE FOR FIRST FIVE FEET IN UNCONDITIONED SPACE.
18. GAS FIRED HOUSEHOLD HEATING AND COOLING APPLIANCES, SHOWER
HEADS AND FAUCETS SHALL COMPLY WITH THE APPLIANCE EFFICIENCY
STANDARDS. LOW FLOW TOILETS (1.6 GAL), SHOWER HEADS (2.5 GPM) AND
FAUCETS (2.2 GPM).
19. ALL WATER OUTLETS, HOSE BIBS, ETC. SHALL BE FASTENED SECURELY IN
PLACE AT REGULAR INTERVALS ALONG WALL STUDS OR SUPPORTS. ALL
PLUMBING PROJECTIONS SHALL BE FIRMLY IN PLACE PRIOR TO PLACING
FIXTURE.
20. STRAP ALL FIRE PLACE GAS LINES IN PLACE AND PRESSURE TEST FOR
LEAKS, INCLUDING SECTION OF LINES FROM KEY VALVES TO LOG
LIGHTERS, AND REPAIR ANY LEAKS PRIOR TO ENCLOSING WALLS. GAS
LINES THROUGH FIREBOXES SHOULD BE GROUTED SOLID TO PREVENT
PIPE MOVEMENT AND TO CLOSE ANY AIR LEAKAGE.
21. PLASTIC VENT PIPES WHERE PERMITTED SHALL BE A.B.S. AS APPROVED
PER ASTM STANDARD D2261-73. THE VENTS FLASHING THROUGH THE ROOF
SHALL BE LEAD TYPE. WASTE AND DRAIN LINES INSIDE THE STRUCTURE
ABOVE THE FIRST FLOOR LINE SHALL BE CAST IRON AND FULLY WRAPPED
WITH INSULATION TO REDUCE SOUND THROUGH WALL AND CEILINGS.
PLASTIC A.B.S. WASTE AND DRAIN LINES WHERE PERMITTED SHALL BE
USED BELOW SLAB OR UNDERGROUND.
22. CATCH BASINS SHALL BE INSTALLED WHERE INDICATED ON PLANS OR
REQUIRED BY JOB SITE CONDITIONS, AND SHALL BE CONNECTED
UNDERGROUND TO STREET OR STORM SEWER. CATCH BASINS SHALL BE
CONCRETE AND PROVIDED WITH CAST IRON GRILLS.
23. UNLESS OTHERWISE NOTED OR REQUIRED BY CODE, ALL UNDERGROUND
STORM DRAIN LINES SHALL BE SDR35 AND MIN. 4" DIAMETER OR GREATER
AS REQUIRED TO HANDLE LOAD. ALL CONNECTIONS SHALL BE PROPERLY
JOINED AND SEALED SO THAT THEY ARE WATER-TIGHT. SEE ROOF SECTION
FOR ADDITIONAL INFORMATION REGARDING COORDINATION WITH ROOF
DRAINAGE. ALL
WASTE AND STORMWATER PIPING SHALL BE SHADED WITH A MINIMUM OF 6"
OF SAND PRIOR TO BACKFILL.
24. ALL NEW HOT WATER HEATERS SHALL BE AMERICAN OR EQUAL UNLESS
OTHERWISE NOTED ON PLANS, C.E.C. CERTIFIED, RAPID RECOVERY, SIZED
TO PROVIDE ADEQUATE VOLUME OF HOT WATER TO FIXTURES SERVED,
AND INSTALLED ON SMITTY PANS WITH CONCEALED DRAINS TO EXTERIOR.
HEATER DRAINS AND T & P VALVES SHALL BE POSITIONED AND EXTENDED
TO DRAIN INTO SMITTY PAN. ALL HOT WATER HEATERS OVER 4 FEET HIGH
SHALL BE ANCHORED PER SECTION 91.4919(D) AND MEMORANDUM OF THE
GENERAL DISTRIBUTION #27.
25. THE CONTRACTOR SHALL INSTALL AN INSULATED HOT WATER
RECIRCULATING SYSTEM ON A TIMER TO ALL FIXTURES, WITH PUMP AND
TIMER LOCATIONS AT THE HOT WATER HEATER.
26. THE CONTRACTOR SHALL CONFIRM ARRANGEMENTS FOR ANY TEMPORARY
POWER AND TELEPHONE SERVICE WITH OWNER PRIOR TO FINALIZING
CONTRACT. SEE ELECTRICAL PLANS FOR ELECTRICAL WORK.
27. A 12" MINIMUM ACCESS PANEL TO BATHTUB TRAP CONNECTION IS
REQUIRED UNLESS PLUMBING IS WITHOUT SLIP JOINTS.
28. ULTRA-LOW PLUMBING FIXTURES ARE REQUIRED ON ALL NEW
DEVELOPMENT AND REMODELING WHERE PLUMBING IS TO BE ADDED (MAX.
1.6 GAL. TOILETS AND 1.0 GAL. URINALS AND LOW FLOW SHOWER HEADS).
GENERAL NOTES - H. ELECTRICAL
1. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT, MATERIALS, LABOR AND
SERVICES FOR THE INSTALLATION OF ALL THE ELECTRICAL WORK FOR THE
PROJECT DESCRIBED HEREIN.
2. THE WORK SHALL INCLUDE BUT IS NOT LIMITED TO THE FOLLOWING:
a. FURNISHINGS AND INSTALLING OF ALL LIGHTING FIXTURES COMPLETE
WITH HANGERS, LAMPS AND ACCESSORIES; EXCEPT THOSE NOTED N.I.C.
(NOT IN CONTRACT), OR BY OWNER.
b. FURNISHINGS AND INSTALLING COMPLETE WIRING SYSTEM INCLUDING
CONDUITS, WIRES, WIRING DEVICES, BOXES SUPPORTS, ETC. (ALL WIRING
TO BE RUN IN RIGID OR FLEXIBLE METAL CONDUIT).
c. TELEPHONE SYSTEM INCLUDING EMPTY CONDUITS WITH NYLON PULL
ROPE, OUTLET BOXES.
d. FURNISHING AND INSTALLING LINE VOLTAGE CONDUITS AND WIRING,
CONDUITS FOR LOW VOLTAGE WIRING FOR AIR CONDITIONING SYSTEM.
e. FURNISHING AND INSTALLING TELEVISION OUTLET BOXES AND
ANTENNAE OR CABLE FEED WIRING.
f. FINAL CONNECTION TO ALL EQUIPMENT.
g. ROUGH-IN FOR OWNER SUPPLIED FIXTURES AND APPLIANCES,
INSTALLATION OF SAME.
h. ALL EXCAVATION, SAND SHADING AND BACKFILLING REQUIRED UNDER
THIS SECTION.
i. NECESSARY GROUNDING SYSTEM FOR EQUIPMENT AND NEUTRAL.
j. ARRANGING FOR AND INSTALLATION OF TEMPORARY POWER.
3. CONTRACTOR SHALL PREPARE NECESSARY DRAWINGS AND SHALL OBTAIN
ALL NECESSARY
APPROVALS AND PERMITS PRIOR TO COMMENCING WORK.
4. ELECTRICIAN SHALL PROVIDE WIRING DIAGRAM TO ARCHITECT FOR
APPROVAL AND REVISION PRIOR TO COMMENCING WORK.
5. ALL JUNCTION BOXES, CONVENIENCE RECEPTACLES, TELEPHONE AND
TELEVISION OUTLETS SHALL BE TACKED INTO PLACE AS PER PLAN AND
APPLICABLE BUILDING CODE REQUIREMENTS FOR APPROVAL OF
ARCHITECT PRIOR TO INSTALLATION AND RUNNING CONDUIT.
6. ALL OUTLET BOXES LOCATED IN-WALL OR CONCEALED SHALL BE
GALVANIZED ONE-PIECE STEEL, KNOCKOUT TYPE.
7. ALL OUTLET BOXES INCLUDING JUNCTION BOXES SHALL BE RIGIDLY
SUPPORTED INDEPENDENT FROM CONDUIT.
8. ALL CONDUIT SHALL BE 3/4" FLEXIBLE METAL.
9. CONDUIT, HANGERS, LIGHTING FIXTURES, ETC. SHALL BE SUPPORTED AND
FASTENED TO STRUCTURAL MEMBERS.
10. ALL LAY-IN/RECESSED LIGHTING FIXTURES SHALL BE INSTALLED TO
PROVIDE A NON-COMBUSTIBLE ASSEMBLY.
11. CONVENIENCE RECEPTACLES SHALL BE N.E.C. GROUNDING TYPE.
12. ELECTRICAL PANEL SHALL HAVE QUICK-LAG, MOLDED CASE BREAKERS,
BOLT-ON TYPE (1/2 SIZING AND/OR RANDOM BREAKERS-NOT ACCEPTABLE).
PROVIDE A TYPE WRITTEN PANEL DIRECTORY FOR EACH.
13. ALL WIRING SHALL BE COLOR CODED THROUGHOUT PER N.E.C. COLOR
CODE SHALL IDENTIFY SAME PHASE THROUGHOUT THE SYSTEM.
14. GROUNDING ROD SHALL BE INSTALLED AND TESTED TO INSURE PROPER
GROUNDING OF ALL WIRING.
15. THE ENTIRE INSTALLATION SHALL BE PERFORMED BY A LICENSED
ELECTRICAL CONTRACTOR IN A CLEAN, WORKMANLIKE MANNER.
16. ALL SMOKE DETECTORS SHALL BE HARDWIRED WITH BATTERY BACKUP/
DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF
THE DWELLING UNIT WHICH THEY SERVE.
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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Plan Check #
01/12/23
GENERAL NOTES - L. SECURITY
1. SECURITY AND LOCKING DEVICES SHALL NOT CREATE HAZARDS TO LIFE BY
OBSTRUCTING:
a. EXITWAYS OR MEANS OF EGRESS.
b. WINDOWS CLASSIFIED AS EMERGENCY EXIT FACILITIES.
c. EXIT DOORS EQUIPPED WITH "PANIC" HARDWARE.
2. ASSEMBLIES AND SECURITY HARDWARE INSTALLED SHALL BE LABELED
AND CERTIFIED AS MEETING U.B.C. STANDARDS 41-1 AND 41-2 OR OTHER
APPROVED PERFORMANCE TESTING CRITERIA.
3. REQUIRED AREA LIGHTING SHALL BE INSTALLED BEFORE FINAL
INSPECTION IS CALLED FOR.
4. ALL SECURITY DOORS SHALL BE EQUIPPED WITH LOCKS THAT
INCORPORATE THE FOLLOWING FEATURES:
a. DEADBOLT WITH MINIMUM 1" PROJECTION AND MINIMUM
3/4" EMBEDMENT IN STRIKE PLATE.
b. CYLINDER GUARD AND MINIMUM 5 PIN TUMBLER LOCKS.
c. MIN 1/4" DIA CONNECTING SCREWS.
5. ALL OPENINGS MARKED * ON DOOR AND WINDOW SCHEDULE ARE
SECURITY OPENINGS AND THE FOLLOWING NOTES SHALL APPLY:
a. WOOD FLUSH-TYPE DOORS SHALL BE 1-3/4" THICK MINIMUM WITH SOLID
CORE CONSTRUCTION OR RAISED PANEL DOORS WITH MINIMUM 1-3/4"
THICKNESS.
b. HOLLOW CORE DOORS OR DOORS LESS THAN 1-3/8" IN THICKNESS
COVERED ON THE INSIDE FACE WITH 16 GAUGE SHEET METAL ATTACHED
WITH SCREW AT 6" ON CENTERS AROUND THE PERIMETER OR EQUIVALENT
c. WOOD PANEL TYPE DOORS WITH PANELS FABRICATED OF LUMBER NOT
LESS THAN 9/16" THICKNESS, PROVIDED SHAPED PORTIONS OF THE
PANELS ARE NOT LESS THAN 1/4" THICK. INDIVIDUAL PANELS SHALL NOT
EXCEED 300 SQ. FT. IN AREA. STILES AND RAILS SHALL BE OF SOLID
LUMBER IN THICKNESS WITH OVERALL DIMENSIONS OF NOT LESS THAN
1-3/8” AND 3" IN WIDTH. MULLIONS SHALL BE CONSIDERED AS REQUIRED
HEREIN FOR STILES AND RAILS EXCEPT MULLIONS NOT OVER 18" LONG MAY
HAVE AN OVERALL WIDTH OF NOT LESS THAN 2". CARVED AREAS SHALL
HAVE A THICKNESS OF NOT LESS THAN 3/8".
d. GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN
THE CLOSEED POSITION, SHALL BE FULLY TEMPERED GLASS OR APPROVED
BURGLARY RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL
BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE
PROVISIONS OF THIS SECTION SHALL NOT APPLY TO VIEW PORTS OR
WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS.
e. DOOR STEPS OF IN-SWINGING DOORS SHALL BE OF ONE-PIECE
CONSTRUCTION WITH THE JAMB OR JOINED BY RABBET TO THE JAMB.
f. ALL PIN-TYPE HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE
SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE
HINGE PINS. IN ADDITION, THEY SHALL HAVE MINIMUM 1/4" DIAMETER
STEEL JAMB STUD WITH 1/4" MINIMUM PROTECTION UNLESS THE HINGES
ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE
REMOVED.
g.THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR
PROJECTING DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO
THE JAMB AND THE WALL FRAMING WITH SCREWS NOT LESS THAN 2-1/2" IN
LENGTH.
h. A SINGLE-SWINGING DOOR, THE ACTIVE LEAF OF A PAIR OF DOORS AND
THE BOTTOM LEAF OF DUTCH DOORS SHALL BE EQUIPPED WITH A
DEADBOLT AND DEADLOCKING LATCH. THE DEADBOLT AND LATCH MAY BE
ACTIVATED BY ONE LOCK OR BY INDIVIDUAL LOCKS. THE LOCK OR LOCKS
SHALL BE KEY-ACTIVATED FROM THE EXTERIOR SIDE OF THE DOOR AND
OPENABLE FROM THE INTERIOR SIDE OF A DEVICE WHICH DOES NOT
REQUIRE A KEY, SPECIAL KNOWLEDGE, OR SPECIAL EFFORT TO OPERATE.
i. THE INACTIVE LEAF OF A PAIR OF DOORS AND THE UPPER LEAF OF A
DUTCH DOORS SHALL BE EQUIPPED WITH DEADBOLT OR DEADBOLTS AS
SET FORTH IN THE ABOVE.
j. A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A
MINIMUM THROW OF 3/4". 91.6711(B).
k. CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS
WHENEVER THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR
IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. 91.6711 (F).
6. SLIDING GLASS DOORS AND WINDOWS SHALL BE EQUIPPED WITH LOCKING
DEVICES AND SHALL BE SO CONSTRUCTED AND INSTALLED THAT THEY
REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS
SPECIFIED IN 91.6731 AND 91.6732.
7. SLIDING GLASS DOORS AND WINDOWS SHALL BE PROVIDED WITH A DEVICE
IN THE UPPER CHANNEL OF THE MOVING PANEL TO PROHIBIT RAISING AND
REMOVING OF THE MOVING PANEL IN THE CLOSED OR PARTIALLY OPEN
POSITION.
8. LOUVERED WINDOWS SHALL BE PROTECTED BY METAL BARS OR GRILLS
WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS,
WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY.
9. ANY RELEASE FOR METAL BARS, GRILLS, GRATES OR SIMILAR DEVICES
CONSTRUCTED TO PRECLUDE HUMAN ENTRY THAT ARE INSTALLED SHALL
BE LOCATED ON THE INSIDE OF THE ADJACENT ROOM AND AT LEAST 24
INCHES FROM THE CLOSET OPENING THROUGH SUCH METAL BARS, GRILLS,
GRATES OR SIMILAR DEVICES THAT EXCEEDS TWO INCHES IN ANY
DIRECTION.
10. IN B-2 & B-4 OCCUPANCIES, PANES OF GLAZING WITH A LEAST DIMENSION
GREATER THAN 6" BUT LESS THAN 48" SHALL BE FULLY TEMPERED GLASS
OR APPROVED BURGLAR-RESISTANT MATERIAL OR SHALL BE PROTECTED
BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE
DIMENSION OF 6" OR LESS.
11. PROVIDE APPROVED GARAGE DOOR SPRINGS AND ANCHORAGE.
OPERATOR TO BE STEALTH TYPE OF EQUAL WITH BURIED WIRED TO
PROVIDE WALL SWITCHES AND SAFETY DEVICES.
12. OTHER OPERABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL
LOCKING DEVICES. IN G OCCUPANCIES, SUCH DEVICES SHALL BE GLIDE
BARS, BOLTS, CROSS-BARS, AND/OR PADLOCKS WITH MINIMUM 9/32"
HARDENED STEEL SHACKLES AND BOLTED, HARDENED STEEL HASPS.
13. BARRIERS USED TO SECURE OPENINGS SHALL BE FASTENED WITH
NON-REMOVABLE BOLTS AND MEET THE FOLLOWING REQUIREMENTS:
a. BARS ARE TO BE 1/2" (+) DIA. OR 1/4" (+) FLAT; 5" O.C. MAXIMUM SPACING.
b. GRILLS ARE TO BE 1/8" (+) THICK MIN. MESH; W/2" MAXIMUM GRID
SPACING.
14. LOUVERED WINDOWS ARE NOT PERMITTED IN "ACCESSIBLE" AREAS OF
WITHIN 6'-0" OF ANY BALCONY, LANDING OR PORCH.
15. GLASS DOORS SHALL HAVE FULLY TEMPERED GLASS TO COMPLY WITH
L.A.B.C. 91.1711(D) AND CHAPTER 54 OF THE LOS ANGELES BUILDING CODE.
GLASS DOORS AND FIXED GLASS PANELS SHALL HAVE APPROVED FOR
IMPACT HAZARD SECTION 91.1711.
16. GLASS DOORS AND GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK
WHEN THE DOOR IS IN THE CLOSED POSITION SHALL BE FULLY TEMPERED
GLASS.
17. GLASS DOORS, ADJACENT PANES AND ALL GLAZED OPENINGS WITHIN
18" OF THE ADJACENT FLOOR SHALL BE OF GLASS APPROVED FOR IMPACT
HAZARD (L.A.B.C. SECTION 911711 AND CHAPTER 54).
18. GLASS THICKNESS AND TEMPERING REQUIREMENTS SHALL FOLLOW
DEFLECTION AND IMPACT RESISTANCE REQUIREMENTS AS PER L.A.B.C.
CHAPTER 54.
19. ALL EXTERIOR DOORS SHALL LIMIT AIR LEAKAGE AROUND THEIR
PERIMETER WHEN CLOSED.
20. PROVIDE SEAL OR ASTRAGAL AT HEAD, SILL AND JAMB AT EXTERIOR
DOORS.
21. DOORS MOUNTED ON THE INSIDE OR OUTSIDE OF EXTERIOR WALLS SHALL
HAVE A 5/8" LAP AT JAMBS.
22. ALL PAINTS, SOLVENTS, LACQUERS AND WALL COVERINGS TO BE
PROVIDED "VOC" (VOLATILE ORGANIC COMPOUND) FREE.
GENERAL NOTES - N. FIRE PROTECTION
1. PROVIDE AN APPROVED SPARK ARREST FOR THE CHIMNEY OF A
FIREPLACE STOVE, OR BARBECUE DEVICE WHICH USES FUEL BURNING
MATERIAL LAMC 57.20.25
2. WHEN THE PROJECT IS LOCATED WITHIN "VERY HIGH FIRE HAZARD
SEVERITY ZONE (VHFHSZ), IT SHALL COMPLY WITH REQUIREMENTS OF
MATERIALS SYSTEMS & CONSTRUCTION METHODS OF CHAPTER 7A AND
CHAPTER 72.
THE FOLLOWING NOTES/SPECIFICATIONS NEED TO BE FOLLOWED:
a. CLASS "A" ROOF COVERING IS REQUIRED FOR ALL BUILDINGS. WOOD
SHAKES AND SHINGLES ARE NOT PERMITTED. (7207.4, 1505).
b. VALLEY FLASHINGS SHALL BE NOT LESS THAN 0.019-INCH 90.48 MM) (NO.
26 GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED
OVER A MINIMUM 36-INCH-WIDE (914 MM) UNDERLAYMENT CONSISTING OF
ONE LAYER OF NO. 72 ASTM CAP SHEET RUNNING THE FULL LENGHT OF
THE VALLEY (704A.1.3).
c. ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER (704A.1.5).
d. (ROOF) (ATTIC) (EXTERIOR WALL) VENTS SHALL RESIST THE INTRUSION
OF FLAME AND EMBERS INTO THE ATTIC AREA OF STRUCTURE, OR SHALL
BE PROTECTED BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIREMESH
WITH 1/4-INCH (6 MM) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE
INSTALLED IN EAVES AND CORNICES (704A2.1., 704A3.2.1, 704A.2.2, 7207.3).
e. EAVES AND SOFFITS SHALL MEET THE REQUIREMENST OF SFM 12-7A-3
OR SHALL BE PROTECTED BY IGNITION -RESISTANT MATERIALS OR
NONCOMBUSTIBLE CONSTRUCTION ON THE EXPOSED UNDERSIDE
(704A.2.3).
f. EXTERIOR WALLS SHALL BE APPROVED NON-COMBUSTIBLE OR IGNITION
MATERIALS-RESISTANT MATERIAL, HEAVY TIMBER, OR LOG WALL
CONSTRUCTION OR SHALL PROVIDE PROTECTION FROM THE INTRUSION OF
FLAMES AND EMBERS IN ACCORDANCE WITH STANDARD SFM 12-7A-1
(704A.3.1).
g. EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF THE
FOUNDATION TO THE ROOF, AND TERMINATE AT 2-INCH (50.8 MM) NOMINAL
SOLID WOOD BLOCKING BETWEEN RAFTERS AT ALL ROOF OVERHANGS, OR
IN THE CASE OF ENCLOSED EAVES, TERMINATE AT THE ENCLOSURE
(704A.3.1).
h. EXTERIOR WINDOWS, WINDOW WALLS, GLAZE DOORS, AND GLAZED
OPENINGS WITHIN EXTERIOR DOORS SHALL BE INSULATING-GLASS UNITS
WITH A MINIMUM OF ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR
HAVE A FIRE RESISTANCE RATING OF NOT LESS THAN 20 MINUTES, WHEN
TESTED ACCORDING TO ASTM E 2010, OR CONFORM TO THE
PERFORMANCE REQUIREMENTS OF SFM 12-7A-2 (704A.3.2.2).
i. EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMNACE
REQUIREMENST OF STANDARD SFM 12-7A-1 OR SHALLBE APPROVED
NONCOMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING STILES
AND RAILES NOT LES THAN 1 3/8 INCHES THICK WITH INTERIOR FIELD PANEL
THICKNESS NO LESS THAN 1 1/4 INCHES THICK, OR SHALL HAVE A FIRE
RESITANCE RATING OF NOT LESS THAN 20 MINUTES WHEN TESTED
ACCORDING TO ASTM E 2074. (EXCEPTION: NONCOMBUSTIBLE OREXTERIOR
FIRE-RETARDANT TREATED WOOD VEHICLE ACCESS DOORS). (704A.3.2.3).
j. DECKING, SURFACES, STAIR TREADS, RISERS AND LANDINGS OF DECKS,
PORCHES, AND BALCONIES WHERE ANY PORTION OF SUCH SURFACE IS
WITHIN 10 FEET (3048 MM) OF THE PRIMARY, OF THE PRIMARY STRUCTURE
SHALL BE CONSTRUCTED OF HEAVY TIMBER, NON-COMBUSTIBLE OR OTHER
APPROVED MATERIALS PER SEC. 704A.4.1.
k. THE UNDERSIDE OF CANTILIVERED AND OVERHANGING APPENDAGES
AND FLOOR PROJECTIONS SHALL MAINTAIN THE INGNITION-RESISTANT
INTEGRITY OF EXTERIOR WALLS, OR THE PROJECTION SHALL BE ENCLOSED
TO THE GRADE (704.A.4.2.1).
l. BUILDINGS SHALL HAV EALL UNDERFLOOR AREAS COMPLETELY
ENCLOSED TO THE GRADE WITH CONSTRUCTION AS REQUIRED FOR
EXTERIOR WALLS. (704A.4.2.2, 7207.1).
m. ALL UTILITIES, PIPES, FURNACES, WATER HEATERS OR OTHER
MECHANICAL DEVICES LOCATED IN AN EXPOSED UNDER-FLOOR AREA OF A
RESIDENTIAL BUILDING SHALL BE ENCLOSED WITH MATERIALS AS
REQUIRED FOR 1-HOUR FIRE-RESISTIVE CONSTRUCTION. (7207.2).
n. THE SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING SHALL
BE CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS
AND BE FIRE STOPPED PER 704A.1.2.
o. NO TRELLIS IS PERMITTED WITHIN 10 FET OF THE PRIMARY STRUCTURE.
p. TRELLIS MORE THAN 10 FEET FROM THE PRIMARY STRUCTURE SHALL
STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER OR
NON-COMBUSTIBLE MATERIALS. MINIMUM OF 4 INCHES SPACING IS
REQUIRED BETWEEN THE MEMBERS. (INFORMATION BULLETIN NO. P/BC
2008-023)
GENERAL NOTES - O. SOUND REQUIREMENTS
1. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT WILL BE
PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION
WALLS.
2. ALL THE EXTERIOR WALLS, INTERIOR WALLS, FLOORS, CEILINGS, TO BE
INSULATED PER TITLE 24.
SEE PLANS FOR ADDITIONAL REQUIREMENTS.
GENERAL NOTES - P. ENVIRONMENTAL AND PUBLIC WORKS
1. ALL LABOR, EQUIPMENT, AND MATERIAL REQUIREMENTS FOR OFFSITE
IMPROVEMENTS ARE THE RESPONSIBILITY OF THE DEVELOPER.
2. ALL OFFSITE WORKS SHALL BE DONE IN ACCORDANCE WITH STANDARD
SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, CURRENT EDITION,
AND CITY OF LOS ANGELES STANDARDS.
3. OWNER IS RESPONSIBLE FOR REPAIR OF ALL DAMAGE TO OFFSITE
IMPROVEMENTS CAUSED BY CONSTRUCTION. CALL PUBLIC WORKS
INSPECTOR FOR INSPECTION OF OFFSITE IMPROVEMENTS AT SUBSTANTIAL
COMPLETION OF ONSITE WORK.
GENERAL NOTES - Q. CONCRETE
1. THE CONTRACTOR WILL INCLUDE AS PART OF THE CAST IN PLACE,
REINFORCED, STRUCTURAL CONCRETE WORK THE INSTALLATION OF
ARCHITECTURALLY FINISHED, REINFORCED, CAST IN PLACE CONCRETE
WITH THE COLOR, FINISH, AND TEXTURE SELECTED BY THE ARCHITECT.
2. THE STRUCTURAL CONCRETE WILL UTILIZE PORTIONS OF GREY AND WHITE
CEMENT THAT WILL, AFTER THE SPECIFIED CURING TIME (REFER TO S-1,
TYPICAL), PROVIDE THE COLOR SELECTED BY THE ARCHITECT FOR THE
WALL, FLOOR, AND (E) CONCRETE COLUMN AND BEAM REFINISHING.
3. THE CONCRETE PATTERN AND TEXTURE REQUIRE THE USE OF CONCRETE
FORM LINERS TO ACHIEVE THE PATTERN AND CONCRETE SURFACE
TEXTURE EXPOSED TO VIEW FOR THE WALL AND FLOOR FINISHES
INDICATED ON THE CONSTRUCTION DOCUMENT DRAWINGS.
4. BOARD FORM OR BOARD FORMED WALLS EXPOSED TO VIEW: THE TEXTURE
IS TO REPLICATE A ROUGH FORM WOOD SURFACE WITH HORIZONTAL LINES
11-1/2" APART AND THE SURFACE OF THE CONCRETE REPLICATING THE
PATTERN OF THE CONCRETE REPLICATING THE PATTERN OF THE WOOD
GRAIN.
5. RELATED CONSTRUCTION DOCUMENT PROJECT DRAWING SPECIFICATION
INCLUDE B. SITEWORK,
J. DOORS, WINDOWS, STOREFRONT, L. FINISHES, CABINETRY, N. PAINT, AND
R. METALS.
6. REFER TO CONSTRUCTION DOCUMENT DRAWINGS FOR THE EXTENT OF (N)
AND (E) CONCRETE WORK.
7. COORDINATION OF THE ARCHITECTURALLY EXPOSED, CAST IN PLACE,
REINFORCED CONCRETE WITH THE WATERPROOFING IS ESSENTIAL FOR
SATISFACTORY INSTALLATION OF THE CONCRETE AND WATERPROOFING
MEMBRANE, TYPICAL.
8. THE MINIMUM COMPRESSIVE STRENGTH OF THE ARCHITECTURALLY
EXPOSED, CAST IN PLACE, REINFORCED CONCRETE IS 3000 POUNDS PER
SQUARE INCH AFTER 28 DAYS OF CURING.
9. THE CAST IN PLACE, REINFORCED, ARCHITECTURALLY FINISHED
CONCRETE IS TO BE MONOLITHIC, SMOOTH, FREE OF VOIDS, SPAULDED
AREAS, LAITANCE, HONEYCOMBS, "HOLIDAYS", AND SHARP PROTRUSIONS.
10. THE CONTRACTOR MAY FINISH THE EXPOSED ARCHITECTURALLY FINISHED
CONCRETE BY HAND RUBBING IT WITH A POWDERED CEMENT AND CEMENT
PASTE MIXTURE COMMONLY KNOWN AS "SACKING" AFTER
DEMONSTRATING THAT THIS TECHNIQUE WILL PRODUCE ACCEPTABLE
RESULTS TO ARCHITECT.
11. THOROUGHLY SWEEP FORMWORK WHICH IS TO RECEIVE THE CAST IN
PLACE ARCHITECTURALLY FINISHED CONCRETE, TYPICAL.
12. BLOW FORMWORK FREE OF DEBRIS AND OTHER LOOSE AND DELETERIOUS
MATERIAL THAT WILL AFFECT THE APPEARANCE OF THE
ARCHITECTURALLY FINISHED CAST IN PLACE CONCRETE, TYPICAL.
13. THE MINIMUM DENSITY OF THE ARCHITECTURALLY FINISHED CAST IN PLACE
CONCRETE IS 115 POUNDS PER CUBIC FOOT, TYPICAL.
14. PROVIDE CONCRETE HYDRATION CURING WITH WATER CURE, WET
COVERING, PAPER SHEETS, PLASTIC SHEETS, OR APPROVED LIQUID
CURING COMPOUND (SODIUM SILICATE PREFERRED).
15. DURATION OF CURING TIME I. E. THE TIME FOR WHICH THE CONCRETE IS
NOT TO BE EXPOSED TO FULL STRUCTURAL LOADS AND CONDITIONS
SIMILAR TO NORMAL BUILDING OCCUPANCY, IS 28 DAYS.
16. REFER TO THE AMERICAN SOCIETY FOR TESTING AND MATERIALS
STANDARDS FOR ALL ASSOCIATED WORK FOR CONCRETE THAT IS NOT
INDICATED IN THE CONSTRUCTION DOCUMENT DRAWINGS AND PROJECT
DRAWING SPECIFICATIONS.
17. FURNISH AND INSTALL COMPLETED ARCHITECTURALLY FINISHED, CAST IN
PLACE, REINFORCED STRUCTURAL CONCRETE INCLUDING SURFACE
CONDITIONER, A MONOLITHIC, PROTECTION COURSE,FLASHING, EXTRUDED
POLYSTYRENE INSULATION WHERE REQUIRED) AND DRAIN INLET
CASTINGS. PROVIDE ALL SYSTEM PRODUCTS FROM A SINGLE SOURCE SO
AS TO ENHANCE THE COMPATIBILITY.
18. THE INDEPENDENT TESTING AGENCY FOR THE CONCRETE MUST BE
APPROVED BY THE ARCHITECT.
19. FORM LINERS MUST COMPLY WITH FEDERAL SPECIFICATION CGSB-37
50-M80 STANDARDS FOR RUBBERIZED MEMBRANES INCLUDING APPLICABLE
ASTM PROCEDURES, ORTECH INTERNATIONAL, OR OTHER NATIONAL
TESTING LABORATORY ACCEPTABLE TO THE ARCHITECT.
20. THE CONTRACTOR SHALL, PRIOR TO THE CARPET, TILE, VINYL
COMPOSITION TILE, VEHICLE TRAFFIC TOPPING AND STONE FINISHES
SUBCONTRACTORS PLACING THEIR FLOOR FINISH MATERIALS, EVALUATE
THE MOISTURE EXFILTRATION CONDITION OF THE CONCRETE. THE
CONTRACTOR SHALL TEST ALL (N) AND (E) CONCRETE FLOORS IN
ACCORDANCE WITH ASTM F2170, "DETERMINING RELATIVE HUMIDITY IN
CONCRETE FLOOR SLABS USING IN SITU PROBES".
21. DO NOT INSTALL FLOOR FINISHES ON (N) CONCRETE FLOORS UNTIL TEST
RESULTS INDICATE 80% RELATIVE HUMIDITY. IF 80% RELATIVE IS NOT
INDICATED, PROVIDE ADDITIONAL CONCRETE CURING TIME FOR (N)
CONCRETE OR PROVIDE ADDITIONAL MOISTURE MITIGATION METHODS AS
APPROVED BY THE ARCHITECT.
22. DO NOT INSTALL FLOOR FINISHES ON (E) CONCRETE FLOORS UNTIL TEST
RESULTS INDICATE 80% RELATIVE HUMIDITY. NOTIFY THE ARCHITECT 21
DAYS PRIOR TO BENEFICIAL OCCUPANCY IF THE AREA WITH THE (E)
CONCRETE FLOOR IS NOT YIELDING TEST RESULTS OF 80% RELATIVE
HUMIDITY.
23. WARRANT THE ARCHITECTURALLY FINISHED, CAST IN PLACE, REINFORCED,
STRUCTURAL CONCRETE FROM A SINGLE SOURCE, TEN YEARS.
24. LIST AT LEAST 3 PROJECTS, SATISFACTORILY COMPLETED WITHIN THE
PAST 5 YEARS, OF SIMILAR SCOPE. PREVIOUS EXPERIENCE SUBMITTAL
SHALL CORRESPOND TO SPECIFIC ARCHITECTURALLY FINISHED, CAST IN
PLACE, REINFORCED, STRUCTURAL CONCRETE OF AT LEAST 2 (N)
PROJECTS AND 1(E) REFINISHING PROJECT.
25. PRE-CONSTRUCTION CONFERENCE; THE CONCRETE SUBCONTRACTOR,
FLOOR FINISHES SUBCONTRACTORS, AND VEHICLE TRAFFIC TOPPING
SUBCONTRACTOR SHALL MEET AT THE JOB SITE WITH THE ARCHITECT AND
OWNER AND DISCUSS PROJECT CONDITIONS AS THEY RELATE TO
CONCRETE WORK AND FINISHES WORK.
26. INSTALLATION OF ALL (N) CONCRETE WILL NOT TAKE PLACE IN INCLEMENT
WEATHER.
27. ALL (N) CONCRETE AND (N) FLOOR FINISHES ON (N) AND (E) CONCRETE
SHALL NOT COMMENCE NOR PROCEED WHEN THE AMBIENT AIR
TEMPERATURE IS 40 DEGREES FAHRENHEIT OR LOWER AND 7 DAYS
THEREAFTER, BASED ON NATIONAL WEATHER SERVICE FORECAST FOR
THE PROJECT SITE.
28. DO NOT BACKFILL OR PLACE SOIL INTO PLANTERS OF ARCHITECTURALLY
FINISHED, CAST IN PLACE, REINFORCED, STRUCTURAL CONCRETE WITH
MATERIAL CONTAINING WASTE PRODUCTS, PETROLEUM, GREASE, OIL,
ANIMAL FAT, OR HYDROCARBONS SUBJECT TO NATURAL DECOMPOSITION.
29. CONCRETE FLOOR SLABS TO CONTAIN 50% FLY ASH CONTENT BY
"HEADWATERS" RESOURCES. RECEIVE APPROVAL FROM STRUCTURAL
ENGINEER PRIOR TO MIXTURE.
GENERAL NOTES - R. METALS
1. THE CONTRACTOR SHALL INCLUDE AS PART OF THE METAL FABRICATION,
THE STEEL BOLLARDS, HANDRAILS, AND GUARDRAILS INDICATED ON THE
CONSTRUCTION DOCUMENTS.
2. HANDRAILS AND GUARDRAILS MUST SUPPORT A 300 POUND LIVE LOAD
PLACED ANYWHERE ALONG THE RAIL, A 50 POUND PER SQUARE FOOT
UNIFORM LOAD OVER THE ENTIRE EXTENT OF THE RAIL AND
SIMULTANEOUS TO THE POINT LOADING, AND MUST NOT PERMIT PASSAGE
OF A 4" DIAMETER SPHERE TO PASS THROUGH AND PORTION OF THE AREA
BELOW THE RAIL TO THE TOP OF THE FLOOR, STAIR, OR LANDING THAT THE
HANDRAIL OR GUARD RAIL IS PROTECTING.
3. THE HANDRAIL OR GUARDRAIL MUST BE 3'-0" HIGH ABOVE THE ADJACENT
SURFACE, MINIMUM, AND PROVIDE A GRIPPING TOP THAT IS 1-1/2"
DIAMETER.
GENERAL NOTES - M. SUBMITTALS REQUIRED
DESIGN BUILD:
1. HVAC PRODUCT SUBMITTALS AND PLANS N/A
2. ELECTRICAL PRODUCT SUBMITTALS AND PLANS N/A
3. PLUMBING PRODUCT SUBMITTALS AND PLANS N/A
4. POOL & SPA PRODUCT SUBMITTALS AND PLANS N/A
5. LOW VOLTAGE PRODUCT SUBMITTALS AND PLANS N/A
6. AUDIO/VIDEO PRODUCT SUBMITTALS AND PLANS N/A
7. FIRE SPRINKLERS PRODUCT SUBMITTALS AND PLANS N/A
8. DOORS AND
WINDOWS
SHOP DRAWINGS & FINISH
SAMPLES
N/A
9. CABINETRY SHOP DRAWINGS & FINISH
SAMPLES
N/A
10. WROUGHT IRON SHOP DRAWINGS & FINISH
SAMPLES
N/A
11. STONE FABRICATION SHOP DRAWINGS & FINISH
SAMPLES
N/A
MOCK-UPS:
1. TRELLIS BEAM AND
CORBEL
TRELLIS ASSEMBLY (1) SIDE
2. EAVE CLOSURE SHAPE AND PROFILE (1) PIECE
3. ROOF 10' X 10'
4. STONE WALKWAY 10LF
5. STUCCO 4' X 4'
6. DOOR HARDWARE AND FINISHES (1) ASSEMBLY
7. WINDOW HARDWARE AND FINISHES (1) ASSEMBLY
8. SITE WALL (1) SECTION
SAMPLES, EXTERIOR:
1. GLAZING (TEXTURED) COLOR AND FINISH (1) PIECE EA TYPE
2. WROUGHT IRON (1) PIECE EA TYPE
3. VENTS AND COVERS (1) PIECE EA TYPE
SAMPLES, INTERIOR:
1. STONE & TILE SAMPLES (1) PIECE EA TYPE
2. BEAM FINISH FINISHED SAMPLE (1) PIECE EA TYPE
3. CABINET DOOR FINISHED SAMPLE (1) PIECE EA TYPE
4. CROWN AND BASE FINISHED SAMPLE (1) PIECE EA TYPE
5. PAINT PAINT COLOR (1) WALL EA COLOR
GENERAL NOTES - VERY HIGH FIRE HAZARD SEVERITY ZONEGENERAL NOTES - VERY HIGH FIRE HAZARD SEVERITY ZONE
THIS PROJECT IS LOCATED WITHIN VERY HIGH FIRE HAZARD SEVERITY ZONE
(VHFHSZ). IT SHALL COMPLY WITH REQUIREMENTS OF MATERIALS, SYSTEMS &
CONSTRUCTION METHODS OF CHAPTER 7A AND CHAPTER 72.
A. CLASS 'A' ROOF COVERING IS REQUIRED FOR ALL BUILDINGS. WOOD SHAKES
AND SHINGLES ARE NOT PERMITTED.
B. VALLEY FLASHINGS SHALL NOT BE LESS THAN 0.019-INCH (0.48 MM) (NO.26
GALVANIZED SHEET GAGE) CORROSION-RESISTANT METAL INSTALLED OVER A
MINIMUM 36-INCH-WIDE (914MM) UNDERLAYMENT CONSISTING OF ONE LAYER OF
NO.72 ASTM CAP SHEET RUNNING THE FULL LENGTH OF THE VALLEY
C) ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER
D) (ROOF)(ATTIC)(EXTERIOR WALL) VENTS SHALL RESIST THE INTRUSION OF FLAME
AND EMBERS INTO THE ATTIC AREA OF THE STRUCTURE, OR SHALL BE PROTECTED
BY CORROSION-RESISTANT, NONCOMBUSTIBLE WIRE MESH WITH 1/4-INCH
OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE INSTALLED IN EAVES AND
CORNICES.
E) EAVES AND SOFFITS SHALL MEET THE REQUIREMENTS OF SFM 12-7A-3 OR SHALL
BE PROTECTED BY IGNITION-RESISTANT MATERIALS OR NONCOMBUSTIBLE
CONSTRUCTION ON THE EXPOSED UNDERSIDE.
F) EXTERIOR WALLS SHALL BE APPROVED NONCOMBUSTIBLE OR
IGNITION-RESISTANT MATERIAL, HEAVY TIMBER, OR LOG WALL CONSTRUCTION OR
SHALL PROVIDE PROTECTION FROM THE INTRUSION OF FLAMES AND EMBERS IN
ACCORDANCE WITH STANDARD SFM 12-7A-1
G) EXTERIOR WALL COVERINGS SHALL EXTEND FROM THE TOP OF FOUNDATION TO
THE ROOF, AND TERMINATE A 2-INCH NOMINAL SOLIDWOOD BLOCKING BETWEEN
RAFTERS AT ALL ROOF OVERHANGS, OR IN THE CASE OF ENCLOSED EAVES,
TERMINATE AT THE ENCLOSURE.
H) EXTERIOR WINDOWS, WINDOW WALLS, GLAZED DOORS, AND GLAZED OPENINGS
WITHIN EXTERIOR DOORS SHALL BE INSULATING-GLASS UNITS WITH A MINIMUM OF
ONE TEMPERED PANE, OR GLASS BLOCK UNITS, OR HAVE A FIRE- RESISTANCE
RATING OF NOT LESS THAN 20 MINUTES, WHEN TESTED ACCORDING TO ASTM E
2010, OR CONFORM TO THE PERFORMANCE REQUIRMENTS OF SFM 12-7A-
I) EXTERIOR DOOR ASSEMBLIES SHALL CONFORM TO THE PERFORMANCE
REQUIREMENTS OF STANDARD SFM 12-7A-1 OR SHALL BE APPROVED
NONCOMBUSTIBLE CONSTRUCTION, OR SOLID CORE WOOD HAVING STILES AND
RAILS NOT LESS THAN 1 3/8 INCHES THICK WITH INTERIOR FIELD PANEL THICKNESS
NO LESS THAN 1 1/4 INCHES THICK, OR SHALL HAVE A FIRE RESISTANCE RATING OF
NOT LESS THAN 20 MINUTES WHEN TESTED ACCORDING TO ASTM E 2074
J) DECKING, SURFACES, STAIR TREADS, RISERS, AND LANDINGS OF DECKS,
PORCHES, AND BALCONIES WHERE ANY PORTION OF SUCK SURFACE IS WITHIN 10
FEET OF THE PRIMARY STRUCTURE SHALL BE CONSTRUCTED OF HEAVY TIMBER ,
NON COMBUSTIBLE OR OTHER APPROVED MATERIALS PER SEC.704A.4.1
K) THE UNDERSIDE OF CANTILEVERED AND OVERHANGING APPENDAGES AND
FLOOR PROJECTIONS SHALL MAINTAIN THE IGNITION-RESISTANT INTEGRITY OF
EXTERIOR WALLS, OR THE PROJECTION SHALL BE ENCLOSED TO THE GRADE.
L) BUILDINGS SHALL HAVE ALL UNDERFLOOR AREAS COMPLETELY ENCLOSED TO
THE GRADE WITH CONSTRUCTION AS REQUIRED FOR EXTERIOR WALLS
M) ALL UTILITIES, PIPES, FURNACES, WATER HEATERS, OR OTHER MECHANICAL
DEVICES LOCATED IN AN EXPOSED UNDER-FLOOR AREA OF A RESIDENTIAL
BUILDING SHALL BE ENCLOSED WITH MATERIALS AS REQUIRED FOR 1-HOUR FIRE
RESISTIVE CONSTRUCTION.
N) THE SPACE BETWEEN THE ROOF COVERING AND ROOF DECKING SHALL BE
CONSTRUCTED TO PREVENT THE INTRUSION OF FLAMES AND EMBERS AND BE FIRE
STOPPED PER 704A.1.2
O) NO TRELLIS IS PERMITTED WITHIN 10 FEET OF THE PRIMARY STRUCTURE.
P) TRELLIS' MORE THAN 10 FEET FROM THE PRIMARY STRUCTURE SHALL BE
CONSTRUCTED OF HEAVY TIMBER OR NON-COMBUSTIBLE MATERIALS. MINIMUM OF
4 INCHES SPACING IS REQUIRED BETWEEN THE MEMBERS
Revision Schedule
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Description
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WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
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CAST IN PLACE CONCRETE
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"
(E) FS 6.86'
(E) FS 6.72'(E) FS 7.13'
(E) FS 7.06'
(E) WALL TO REMAIN T.W. 13.00
(E) WOODEN FENCE @ PROPERTY LINE
TO REMAIN, 6'-0" IN HEIGHT
(E) WALLS TO BE DEMOLISHED
(E) WALLS TO BE DEMOLISHED
(E) T.O.R. 24.00'(E) T.O.R. 24.00'
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
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As indicated
A0.2.1
SITE DEMO PLAN
12
5
E
B
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Plan Check #
01/12/23
0'2'4'8'
1/4" = 1'-0"
16'1/4" = 1'-0"1 SITE DEMO PLAN
Revision Schedule
#
Description
Date
DSDSDS
DSDSDS
EXT
1
A3.0.3
__________________________________________
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
S.
Y
.
S
.
B
.
T
O
F
I
N
I
S
H
3'
-
0
"
S.
Y
.
S
.
B
.
T
O
F
I
N
I
S
H
3'
-
0
"
F.Y.S.B. TO FINISH
5' - 0"
(N) F.S. 8.92
(N) F.S. 8.92
(N) F.S. 8.92
N
E
B
A
Y
F
R
O
N
T
JA
D
E
A
V
E
.
30
'
-
0
"
85' - 0"
F.P.
SETBACK LINE
SETBACK LINE
SE
T
B
A
C
K
L
I
N
E
SE
T
B
A
C
K
L
I
N
E
R.Y.S.B. TO FINISH
5' - 0"
LIGHTWELL
WITH LADDER
OPEN TO
BELOW
F.S. 8.92
F.F.E. 7.00
(E) F.S. 7.18
(N) F.S. 8.92
(E) F.S. 7.30
(E) F.S. 7.22
(N) F.S. 8.92
(E) F.S. 7.04
(E) FS 6.86'
(E) FS 6.72'(E) FS 7.13'
(E) FS 7.06'
2' - 6"2' - 6"
LINE OF BALCONY
ABOVE PER NBMC
20.30.110D13
NOTE:
MAXIMUM HEIGHT OF ACCESSORY
STRUCTURES IS 42 INCHES IN FRONT
SETBACK AREA AS MEASURED FROM
EXISTING PRE-CONSTRUCTION GRADE.
(E) WALL TO REMAIN T.W. 13.00
(E) WOODEN FENCE @
PROPERTY LINE TO REMAIN,
6'-0" IN HEIGHT
T.W. 11.94
2
2
2
2
(N) F.S. 10.33
(E) WALL TO REMAIN T.W. 13.06
(E) WALL TO REMAIN T.W. 12.91
(E) WOODEN FENCE @
PROPERTY LINE TO REMAIN,
6'-0" IN HEIGHT
LOT 18
TWO-STORY RESIDENCE
LOT 16
TWO-STORY RESIDENCE
F.S. 8.92 F.S. 8.92
F.S. 8.92
F.S. 8.92
JADU
LINE OF ROOF
ABOVE
LINE OF ROOF
ABOVE
2'
-
0
"
2' - 6"
4' - 0"
2'
-
0
"
2
KN-22.11
KN-22.11
2
TRASH / MECHANICAL
KN-26.02
F.F.E. 9.00
DN
DN DN
DN
DN
3'
-
3
1
/
2
"
2
(N) PLANTING
(N) STONE PATH AND PAVERS
(N) CONCRETE DRIVEWAY
(N) DECOMPOSITE GRANITE PATH
NOT USED
NOT USED
PROPERTY LINE
SETBACK LINE
EASEMENT LINE
AREA DRAIN, DRAIN FOR LAWN AND PLANTING AREAS
FLOOR DRAIN, DRAIN FOR HARD SURFACES
AD
SITE PLAN LEGEND
EXTERIOR STEP LIGHT
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
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s
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As indicated
A0.2.3
SITE PLAN
12
5
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Plan Check #
01/12/23
SITE PLAN NOTES
1 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING
THE GAS PIPING. (PER ORDINANCE 171,874-FOR WORK OVER $ 10,000)
2 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,
METERS, APPURTENANCES, ETC.) OR THE LOCATION OF THE HOOK UP. THE
CONSTRUCTION SHALL NOT BE WITHIN 10 FEET OF ANY POWER LINES
WHETHER OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO
COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
3 CONNECT DOWN SPOUTS TO SYSTEM AND DIRECT TO STREET. PER CODE.
4 FOOTINGS ADJACENT TO A DESCENDING SLOPE STEEPER THAN 3:1 IN
GRADIENT SHALL BE LOCATED A DISTANCE OF ONE THIRD THE VERTICAL
HEIGHT OF THE SLOPE BUT NEED NOT EXCEED 40 FEET MEASURED
HORIZONTALLY FROM THE FACE OF THE SLOPE; FOR IN GROUND POOLS THE
FOOTING SET BACK SHALL BE ONE SIXTH THE SLOPE HEIGHT TO A MAXIMUM OF
20 FEET.
5 EXISTING UNCERTIFIED FILL SHALL NOT BE USED FOR SUPPORT OF FOOTINGS,
CONCRETE SLABS OR NEW FILL (7011.3 & 1806.1).
6 ALL MAN MADE FILL AND BACK FILL SHALL BE COMPACTED TO A MINIMUM 90%
OF THE MAXIMUM DRY DENSITY OF THE FILL MATERIAL PER THE LATEST
VERSION OF ASTM D 1667; WHERE COHESIONLESS SOIL HAVING LESS THAN
15% FINER THAN 0.005 MILLIMETERS IS USED FOR FILL, IT SHALL BE
COMPACTED TO A MINIMUM OF 95% RELATIVE COMPACTION BASED ON
MAXIMUM DRY DENSITY.
7 UNSURCHARGED TEMPORARY EXCAVATIONS MAY BE CUT VERTICAL UP TO A
HEIGHT OF 5 FEET. PORTIONS OF THE EXCAVATION ABOVE THIS HEIGHT SHALL
BE TRIMMED TO NO STEEPER THAN 1:1 (HORIZONTAL TO VERTICAL), AS
RECOMMENDED.
8 RETAINING WALLS UP TO A MAXIMUM HEIGHT OF 15 FEET WITH A BACK SLOPE
ANGLE NO STEEPER THAN LEVEL SHALL BE DESIGNED FOR A MINIMUM
EQUIVALENT FLUID PRESSURE OF 45 PCF, AS RECOMMENDED.
9 ALL RETAINING WALLS SHALL BE PROVIDED WITH A SUB DRAIN SYSTEM TO
PREVENT POSSIBLE HYDROSTATIC PRESSURE BEHIND THE WALL. ALL
DRAINAGE SHALL BE CONDUCTED TO THE STREET IN AN ACCEPTANCE MANNER
AND IN A NON-EROSIVE DEVICE.
10 PRIOR TO ISSUANCE OF ANY PERMIT, THE RETAINING WALL SUB DRAIN SYSTEM
RECOMMENDED IN THE SOILS REPORT SHALL BE INCORPORATED INTO THE
FOUNDATION PLAN WHICH SHALL BE REVIEWED AND APPROVED BY THE SOIL
ENGINEER OF RECORD. INSTALLATION OF THE SUB DRAIN SYSTEM SHALL BE
INSPECTED AND APPROVED BY THE SOIL ENGINEER OF RECORD AND THE CITY
GRADING/BUILDING INSPECTOR
11 THE SOIL ENGINEER AND THE GEOLOGIST SHALL INSPECT ALL EXCAVATIONS
TO DETERMINE THAT CONDITIONS ANTICIPATED IN THE REPORT HAVE BEEN
ENCOUNTERED AND TO PROVIDE RECOMMENDATIONS FOR THE CORRECTIONS
OF HAZARDS FOUND DURING GRADING.
12 ALL CONCENTRATED DRAINAGE, INCLUDING ROOF WATER, SHALL BE
CONDUCTED, VIA GRAVITY, TO THE STREET OR AN APPROVED LOCATION AT A
2% MINIMUM. DRAINAGE TO BE SHOWN ON THE PLANS.
13 A REGISTERED DEPUTY INSPECTOR IS REQUIRED FOR PILES AND SLOT CUTS.
14 THE SOILS ENGINEER IS TO APPROVE THE KEY OR BOTTOM AND LEAVE A
CERTIFICATE ON THE SITE FOR THE GRADING INSPECTOR IS TO BE NOTIFIED
BEFORE ANY GRADING BEGINS AND, FOR BOTTOM INSPECTION, BEFORE FILL IS
PLACED. FILL MAY NOT BE PLACED WITHOUT APPROVAL OF THE GRADING
INSPECTOR.
15 EXISTING NON CONFORMING SLOPES SHALL CUT BACK AT 2:1 ( 26 DEGREES)
OR RETAINED.
16 GENERATOR SHALL PROVIDE POWER FOR: WATER FILTER, KITCHEN, MASTER
SUITE, OFFICE, GARAGE, GATES, TELEPHONE AND COMPUTER.
17 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND
FOR SHORING AND UNDERPINNING
18 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A
PROJECT IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED
AFTER AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095
1/4" = 1'-0"1 SITE PLAN
KEYNOTES THIS SHEET
KEY KEYNOTE TEXT
KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A
MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE
PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS.
KN-26.02 LOCATION OF MAIN ELECTRIC PANEL ON CONCRETE PAD: PROVIDE SPACE
FOR 200A-3P CIRCUIT BREAKER FOR FUTURE SOLAR PANEL CONNECTION
(REFER TO ELEC PLANS).
0' 2' 4' 8'
1/4" = 1'-0"
16'
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
E F
G I
H
D
J
K
A
B
L
M C
34' - 4 1/2"11' - 8 1/2"4' - 6"16' - 3 1/4"8' - 1 3/4"
9' - 8"24' - 8 3/4"
24
'
-
0
"
1'
-
9
1
/
2
"
21
'
-
6
"
8'
-
8
1
/
2
"
3'
-
8
1
/
2
"
11
'
-
7
1
/
4
"
5'
-
0
"
6'
-
7
1
/
4
"
12
'
-
5
"
19
'
-
0
"
JUNIOR ADU
2
A
B
C
D EFGH
I
K
J L
M
2' - 6"5' - 3"17' - 0 3/4"11' - 5 1/4"11' - 3 1/2"17' - 3 1/4"4' - 6 3/4"8' - 1 3/4"
5' - 3"16' - 11 3/4"8' - 9 3/4"2' - 9 1/4"10' - 3 3/4"18' - 2"4' - 6 3/4"8' - 1 3/4"
24
'
-
0
"
2'
-
0
"
22
'
-
0
"
15
'
-
3
1
/
2
"
8'
-
8
1
/
2
"
11
'
-
1
3
/
4
"
12
'
-
1
0
1
/
4
"
24
'
-
0
"
24
'
-
0
"
K
B
E
I
G
A
C D
15' - 0"4' - 5 1/4"25' - 3 3/4"
22
'
-
0
"
6' - 7 1/4"
0' - 7 1/2"
11' - 6 1/4"0' - 8 1/2"
22
'
-
0
"
1' - 7 1/2"
1'
-
6
1
/
2
"
H0'
-
6
3
/
4
"
44' - 9"
13
'
-
8
3
/
4
"
8'
-
3
1
/
4
"
2
9'
-
1
1
"
4'
-
4
1
/
2
"
J
F
EXISTING FLOOR AREA TO REMAIN PROPOSED NEW FLOOR AREA
COVERED AREA
MAXIMUM ALLOWABLE FLOOR AREA 2,900.00 SF
1. MAXIMUM ALLOWED "RFA" = 2,900 SF 'RFA' AREA IS AREA MEASURED TO THE OUTSIDE FACE
OF THE EXTERIOR WALLS OF A BUILDING OR ACCESORY BUILDING. ANY FLOOR OR PORTION
OF A FLOOR WITH A CEILING HEIGHT GREATER THAN 14 FT SHALL COUNT TWICE THE SQUARE
FOOTAGE OF THAT AREA. THE AREA OF STAIRWAYS AND ELEVATOR SHAFTS SHALL ONLY BE
COUNTED ONCE, REGARDLESS OF CEILING HEIGHT. AREA OF AN ATTIC OR PORTION OF AN
ATTIC WITH A CEILING HEIGHT OF NO MORE THAN SEVEN FEET SHALL INCLUDED IN THE AREA.
'OPEN VOULMENS' REQUIRE A MINIMUM CLEAR HEIGHT OF 7'-6" AND MINIMUM DEPTH OF 5'-0"
(MIN. 15% OF LOT AREA; 1,800 x 15% = 270 FT) PER NBMC 20.48.180.
RESIDENTIAL FLOOR AREA CALCULATIONS
SECOND FLOOR - 'RFA' AREA TABULATION
(NOT INCLUDING STAIRS AND ELEVATOR)
COVERED OUTDOOR
COVERED OUTDOOR (OPEN TO 2 SIDES OR MORE);
COUNTED AS OPEN VOLUME
COVERED OUTDOOR (OPEN TO 2 SIDES OR MORE);
NOT COUNTED AS OPEN VOLUME
SECOND FLOOR TOTAL 'RFA' AREA
SECOND FLOOR TOTAL 'OPEN VOLUME' AREA
G= 67.40 SF
H= 407.50 SF
I= 121.00 SF
J= 246.50 SF
K= 48.75 SF
L= 414.50 SF
M= 37.50 SF
C= 29.75 SF
A= 60.20 SF
B= 59.00 SF
E= 195.25 SF
D= 71.60 SF
1,372.90 SF
__285.95 SF
FIRST FLOOR - 'RFA' AREA TABULATION
(INCLUDING STAIRS AND ELEVATOR)
2-CAR GARAGE
JUNIOR ADU "I"
STAIR
COVERED OUTDOOR
COVERED OUTDOOR (OPEN TO 2 SIDES OR MORE);
COUNTED AS OPEN VOLUME
FIRST FLOOR TOTAL 'RFA' AREA
FIRST FLOOR TOTAL 'OPEN VOLUME' AREA
FIRST FLOOR TOTAL 'GARAGE' AREA
E= 183.50 SF
F= 156.00 SF
G= 65.25 SF
I= 171.75 SF
H= 44.90 SF
J= 5.00 SF
K= 280.85 SF
L= 97.90 SF
M= 390.50 SF
D= 100.90 SF
B= 10.00 SF
A= 97.75 SF
C= 192.00 SF
1506.55 SF
289.75 SF
404.75 SF
THIRD FLOOR - AREA TABULATION (EXCLUDED)
(NOT INCLUDING STAIRS, ELEVATOR, EXTERIOR WALLS)
COVERED OUTDOOR (OPEN TO 2 SIDES OR MORE)
THIRD FLOOR - 'RFA' AREA TABULATION
THIRD FLOOR TOTAL 'COVERED' AREA
THIRD FLOOR TOTAL 'RFA' AREA __
K= 156.00 SF
G= 5.80 SF
H= 4.50 SF
I= 5.80 SF
A= 54.50 SF
B= 206.00 SF
C= 1.00 SF
D= 1.00 SF
E= 556.75 SF
F= 44.00 SF
J= 19.00 SF
__863.25 SF
___19.00 SF
TOTAL RESIDENCE 'RFA' AREA 2,898.45 SF
TOTAL RESIDENCE 'OPEN VOLUME' AREA (270 SF MIN.) 575.70 SF
BASEMENT FLOOR - 'RFA' AREA
(INCLUDING STAIRS AND ELEVATOR)
BASEMENT FLOOR TOTAL 'RFA' AREA (NOT COUNTED)
1,198.20 SF
1,198.20 SF
STAIRCASE AND ELEVATOR
COVEVERED OPEN VOLUME AREA
2
8'
-
8
1
/
2
"
18' - 2 1/2"33' - 0 1/4"
0'
-
8
"
18
'
-
1
0
"
5'
-
0
"
0'
-
0
"
23
'
-
1
0
"
5' - 6 1/2"14' - 5"31' - 3 1/4"
6' - 1 1/2"45' - 1 1/4"
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
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As indicated
A0.4.1
SQUARE
FOOTAGE PLANS
12
5
E
B
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F
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Plan Check #
01/12/23
1/8" = 1'-0"2 FIRST FLOOR SQUARE FOOTAGE PLAN
1/8" = 1'-0"3 SECOND FLOOR SQUARE FOOTAGE PLAN
1/8" = 1'-0"4 THIRD FLOOR SQUARE FOOTAGE PLAN
1/8" = 1'-0"5 BASEMENT SQUARE FOOTAGE PLAN
2
0' 4' 8' 16'
1/8" = 1'-0"
32'
0' 4' 8' 16'
1/8" = 1'-0"
32'
0' 4' 8' 16'
1/8" = 1'-0"
32'
0' 4' 8' 16'
1/8" = 1'-0"
32'
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
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e
B
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v
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TITLE 24
DOCUMENTS
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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A0.6.2
TITLE 24
DOCUMENTS
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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A0.6.3
TITLE 24
DOCUMENTS
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01/12/23
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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A0.7.1
CALGREEN
DOCUMENTS
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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A0.7.2
CALGREEN
DOCUMENTS
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Revision Schedule
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Description
Date
A2.0.2/ 1
A2.0.1/ 2
A2
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A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
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3
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5
A A
C C
4
4
6
6
B B
2
A3.0.4
__________________________________________
LIGHTWELL
WITH LADDER
CLEAR
5' - 1 1/2"
OPEN TO
ABOVE
LINE OF GARAGE
ABOVE
LINE OF COVERED
LOGGIA ABOVE
3'
-
1
"
3'
-
1
"
13' - 3"
20' - 6 1/2"
6' - 1 1/2"45' - 1 1/4"
1' - 0"4' - 2 1/4"
1' - 0"0' - 5 1/2"
12' - 2 1/4"1' - 1 1/2"8' - 0"2' - 0"19' - 11 1/4"0' - 3 1/2"1' - 0 1/2"
1'
-
4
"
21
'
-
2
"
1'
-
4
"
23
'
-
1
0
"
30
'
-
0
"
85' - 0"
CL
9'
-
4
"
2'
-
3
3
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4
"
2'
-
3
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4
"
7'
-
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"
1'
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CL
E
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-
7
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4'
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"
3'
-
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3
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"
6'
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"
0'
-
8
"
CLEAR
4'
-
0
"
18
R
@
6
5
/
8
"
17
T
@
1
1
"
UP
PROPERTY LINE
PROPERTY LINE
PR
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PR
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CL
1' - 6"
CLEAR
3' - 0"
CL
4' - 4 1/4"
---/ -
F.F.E. -1.29
1"
N
EG
R
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S
S
ELEVATOR
UNDER
SEPARATE
PERMIT
---/ -
A2
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1'
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CL
1'
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3
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"
CLEAR
4'
-
6
"
2'
-
5
"
CL
2' - 6 3/4"
1' - 0"4' - 0"1' - 2 1/4"
F.S. -5.92SEWAGE EJECTOR
PUMP PIT
SUMP PUMP PIT
F.S. -1.42
CLEAR
3' - 2 1/4"
CLEAR
3' - 2 1/4"CL
E
A
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3'
-
2
1
/
4
"
SECANT PILES PER
STRUCTURAL
ACCESS
HATCH ABOVE
ACCESS
HATCH ABOVE
2' - 6"9' - 8"4'
-
1
3
/
4
"
2'
-
6
"
2' - 6"4' - 7 1/4"
2'
-
6
"
2'
-
3
"
1'
-
0
"
1'
-
0
"
2
2
0' - 7 7/8"
2
4'
-
0
"
0'
-
8
"
4' - 0"
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
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As indicated
A1.0.3
BASEMENT
DIMENSION
PLAN
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FLOOR PLAN NOTES
1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,
METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE
CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER
OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY
CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES.
2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING
THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS
REQUIRED.
3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR
LOW WATER CONSUMPTION.
4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER
AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES
5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY.
SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT
DESIGNATION AND PERFORMANCE GRADE RATING.
6 WATER HEATER MUST BE STRAPPED TO WALL.
7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT
THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND
CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL
AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO
DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION
SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR.
8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE
CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE
SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER
THE ASSEMBLY BILL
9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE
MADE AVAILABLE AT THE JOB SITE.
10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS
SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING
AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL.
SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR
AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND
BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS
SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL
ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT.
11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE
PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN
ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL
LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10
FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES
ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND
LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS
@ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS
REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE
FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER.
(NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION
PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3)
13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL
HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR
OPENING WIDTH.
14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3)
15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING
ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN
DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS,
OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE
CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS).
16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER
ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0"
17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE
THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE
LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC
1008.1.6)
18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8"
FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH.
19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC.
HEADROOM IS 30" (CBC 1209.2)
20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE
CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802)
21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION
22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC.
23 DUCTS IN 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 (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS
INTO THE GARAGE.
24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT
ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON
DRAWINGS.
25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR
ELEVATIONS FOR CEILING HEIGHTS.
26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING,
PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY
DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR
VOLUME CEILING SHOULD BE INCLUDED IN BID.
27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS.
ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR
UNDERSTANDING OF WORK INCLUDE IN BID.
28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND
CONCRETE WALLS., U.N.O.
29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS
SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW
EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC
SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES.
30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS
FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR.
31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH
NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE
WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS
ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER
THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.
32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A
MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS
33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN
BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT.
34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW
RATES SPECIFIED IN SECTION 4.303.1.
35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED
FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED
BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR
THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
OPERATION AT ONE TIME.
36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM
GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING
AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE
CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE
GRAFFITTI BEING APPLIED. (6306)
37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND
FOR SHORING AND UNDERPINNING
38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT
IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER
AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095
1/4" = 1'-0"1 BASEMENT DIMENSION PLAN
0' 2' 4' 8'
1/4" = 1'-0"
16'
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
S/C
S/C
A2
.
0
.
3
/
1
1
A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
1
3
3
5
5
A A
C C
4
4
6
6
B B
2
A3.0.4
__________________________________________
---/ -
N
ELEVATOR
UNDER
SEPARATE
PERMIT
UP
STORAGE
001
GYM
005
LINE OF GARAGE ABOVE
LINE OF COVERED
LOGGIA ABOVE
VESTIBULE
002
WINE ROOM
003
LIGHTWELL
WITH LADDER
CLEAR
5' - 1 1/2"
OPEN TO
ABOVE
F.F.E. -1.29
1"
D001
D002
D003
D005
D007
D006
EG
R
E
S
S
---/ -
A2
.
0
.
4
/
1
KN-28.04
A2.0.1B/ 1
A2.0.2B/ 1
A2
.
0
.
3
B
/
1
A2
.
0
.
4
B
/
1
CLEAR
4'
-
0
"
2
2
18
R
@
6
5
/
8
"
17
T
@
1
1
"
MECHANICAL
006
ELEV. MECH
007
D004
KN-22.07
KN-22.07
SEWAGE EJECTOR PUMP PIT
SUMP PUMP PIT
F.S. -1.42
CLEAR
3' - 0"
CLEAR
3' - 2 1/4"
CLEAR
3' - 2 1/4"CL
E
A
R
3'
-
2
1
/
4
"
SECANT PILES PER
STRUCTURAL
FLS.01
ACCESS
HATCH ABOVE
ACCESS
HATCH ABOVE
LAUNDRY
004
2
KN-09.32
KN-09.32
2
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
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t
e
5
0
0
,
Lo
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A
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e
l
e
s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
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As indicated
A1.0.4
BASEMENT
KEYNOTE PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
1/4" = 1'-0"1 BASEMENT KEYNOTE PLAN
0' 2' 4' 8'
1/4" = 1'-0"
16'
KEYNOTES THIS SHEET
FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD.
ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING
AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE
CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A
MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED
WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE).
KN-09.32 5/8" DRYWALL; TYPE X GYPSUM OR SIMILAR.
KN-22.07 4'-0"x 4'-0" PIT WITH METAL GRATE COVER OVER SUMP PUMP AND SEWER
EJECTOR, SEE P-2 AND CIVIL PLANS.
KN-28.04 SMOKE DETECTOR / CO SENSOR: SMOKE DETECTORS: PROVIDE STATE FIRE
MARSHALL APPROVED SMOKE DETECTORS AS SHOWN. DETECTORS SHALL
RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND
SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL.
THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, AND CENTRALLY
LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING ROOMS.
WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, A SMOKE DETECTOR
SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE DWELLING
UNIT WHICH THEY SERVE.
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
DSDSDS
DS
S/C
VN
DSDS
S/C
A2.0.2/ 1
A2.0.1/ 2
A2
.
0
.
3
/
1
1
A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
1
3
3
5
5
A A
C C
4
4
6
6
CL
E
A
R
3'
-
6
"
B B
(E) FS 6.72'
(E) FS 6.86'
(E) FS 7.13'
(E) FS 7.06'
DN
DN
F.F.E. -0' - 1"UP DN
DN
2
A3.0.4
__________________________________________
F.Y.S.B. TO FINISH
5' - 0"
S.Y.S.B. TO FINISH
3'
-
0
"
S.Y.S.B. TO FINISH
3'
-
0
"
R.Y.S.B. TO FINISH
5' - 1 1/2"
2' - 6"2' - 6"
LINE OF BALCONY
ABOVE PER NBMC
20.30.110D13
LINE OF BALCONY
ABOVE
12
'
-
2
1
/
4
"
11
'
-
8
"
23
'
-
1
0
"
21' - 7 1/4"12' - 1 3/4"12' - 1"4' - 9"16' - 0 3/4"7' - 8 1/4"0' - 6 3/4"
74' - 4"
CL
0' - 5 1/4"19' - 1 1/2"5' - 2"9' - 0 1/2"0' - 4 1/2"16' - 5 3/4"16' - 0 3/4"7' - 8 1/4"0' - 6 3/4"
3R @ 6.75"
2T @ 11"
CLEAR
17
'
-
8
3
/
4
"
4R @ 6"
3T @ 11"
4R @ 6"
3T @ 11"
18
R
@
6
5
/
8
"
17
T
@
1
1
"
4R @ 6"
3T @ 11"
4R @ 6"
3T @ 11"
1"
1"
1"
1"
18
R
@
6
5
/
8
"
17
T
@
1
1
"
CL
6' - 2"
CLCL
10' - 0"3' - 0 3/4"
CLCL
6' - 10 3/4"4' - 5 1/2"6' - 3 3/4"5' - 10 1/4"
CL CL
CLCL
5' - 2 1/4"9' - 3 3/4"
CL
4' - 10 1/4"
OPEN TO
BELOW
CLEAR
4'
-
0
"
T.W. 11.94
CL
11
'
-
1
1
"
11
'
-
1
1
"
CL
9'
-
4
3
/
4
"
18
'
-
9
1
/
2
"
4'
-
9
"
CL
10
'
-
4
1
/
2
"
CL
4' - 10 1/4"
5' - 7 3/4"4' - 9"5' - 8 1/4"
SLOPE 2%
SL
O
P
E
2
%
SLOPE 2%
SLOPE 2%
EG
R
E
S
S
EGRESS
EGRESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
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L
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ELEVATOR
UNDER
SEPARATE
PERMIT
N
A2
.
0
.
4
/
1
CL
2' - 6 3/4"
F.F.E. -2' - 0"
FRONT
ENTRY
3' - 0"
A2.0.1B/ 1
A2.0.2B/ 1
A2
.
0
.
3
B
/
1
A2
.
0
.
4
B
/
1
2
2
F.C.E. 8'-9"F.C.E. 9'-0"
F.C.E. 8'-9"
MIN.
2' - 0"
2'
-
6
"
CL
0' - 2 3/4"
RE
F
/
F
R
Z
DWTR
REF ICE
FIRE
PIT
CLEAR
3' - 2 1/4"
CLEAR
3' - 2 1/4"CL
E
A
R
3'
-
2
1
/
4
"
F.F.E. 9.00
2
2
2
2
F.S. 10.33
10
'
-
9
1
/
4
"
2' - 0"7' - 0"
2
3'
-
0
"
3' - 6"9' - 3"
4'
-
0
"
3'
-
6
"
3'
-
0
"
2
F.S. 8.92
2
F.S. 8.92
F.S. 8.92F.S. 8.92
F.S. 8.92
3'
-
3
1
/
2
"
2
CLEAR
3' - 0"
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
TOILET CLEARANCES
2' - 0" MIN.
2'
-
6
"
1'
-
3
"
1'
-
3
"
2'
-
0
"
M
I
N
.
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
i
t
e
5
0
0
,
Lo
s
A
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g
e
l
e
s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
i
n
f
o
@
w
i
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l
i
a
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e
f
n
e
r
.
c
o
m
St
u
d
i
o
W
i
l
l
i
a
m
H
e
f
n
e
r
Ar
c
h
i
t
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c
t
u
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e
,
I
n
t
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r
i
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s
&
L
a
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d
s
c
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As indicated
A1.1.3
FIRST FLOOR
DIMENSION
PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
1/4" = 1'-0"1 FIRST FLOOR DIMENSION PLAN
FLOOR PLAN NOTES
1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,
METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE
CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER
OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY
CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES.
2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING
THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS
REQUIRED.
3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR
LOW WATER CONSUMPTION.
4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER
AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES
5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY.
SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT
DESIGNATION AND PERFORMANCE GRADE RATING.
6 WATER HEATER MUST BE STRAPPED TO WALL.
7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT
THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND
CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL
AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO
DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION
SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR.
8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE
CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE
SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER
THE ASSEMBLY BILL
9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE
MADE AVAILABLE AT THE JOB SITE.
10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS
SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING
AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL.
SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR
AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND
BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS
SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL
ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT.
11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE
PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN
ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL
LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10
FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES
ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND
LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS
@ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS
REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE
FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER.
(NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION
PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3)
13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL
HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR
OPENING WIDTH.
14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3)
15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING
ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN
DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS,
OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE
CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS).
16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER
ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0"
17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE
THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE
LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC
1008.1.6)
18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8"
FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH.
19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC.
HEADROOM IS 30" (CBC 1209.2)
20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE
CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802)
21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION
22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC.
23 DUCTS IN 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 (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS
INTO THE GARAGE.
24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT
ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON
DRAWINGS.
25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR
ELEVATIONS FOR CEILING HEIGHTS.
26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING,
PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY
DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR
VOLUME CEILING SHOULD BE INCLUDED IN BID.
27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS.
ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR
UNDERSTANDING OF WORK INCLUDE IN BID.
28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND
CONCRETE WALLS., U.N.O.
29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS
SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW
EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC
SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES.
30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS
FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR.
31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH
NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE
WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS
ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER
THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.
32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A
MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS
33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN
BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT.
34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW
RATES SPECIFIED IN SECTION 4.303.1.
35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED
FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED
BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR
THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
OPERATION AT ONE TIME.
36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM
GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING
AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE
CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE
GRAFFITTI BEING APPLIED. (6306)
37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND
FOR SHORING AND UNDERPINNING
38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT
IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER
AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095
0' 2' 4' 8'
1/4" = 1'-0"
16'
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
DSDSDS
DS
S/C
VN
DSDS
S/C
A2.0.2/ 1
A2.0.1/ 2
A2
.
0
.
3
/
1
1
A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
1
3
3
5
5
A A
C C
4
4
6
6
B B
2
A3.0.4
__________________________________________
FIRE
PIT
N
F.Y.S.B. TO FINSH
5' - 0"
TRASH / MECHANICAL
F.C.E. 8'-9"
S.Y.S.B. TO FINSH
3'
-
0
"
S.
Y
.
S
.
B
.
T
O
F
I
N
S
H
3'
-
0
"
R.Y.S.B. TO FINSH
5' - 0"
DINING ROOM
102
FAMILY ROOM
103
KITCHEN
101
ELEVATOR
UNDER
SEPARATE
PERMIT
UP
COVERED
LOGGIA
108
DN
FRONT
ENTRY
LINE OF BUILDING
ABOVE
LINE OF BUILDING
ABOVE
DN
DN DN
DN
LIGHTWELL
WITH LADDER
OPEN TO
BELOW
JUNIOR ADU
J105
VESTIBULE
100F.F.E. 7.00
(E) FS 6.72'
(E) FS 6.86'
(E) FS 7.13'
(E) FS 7.06'
F.F.E. 8.92
F.P.
D101
D105
D106
D102
W102
D103
W104
W103
W105
W101
1"
1"
1"
1"
EG
R
E
S
S
EGRESS
EGRESS
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
A2
.
0
.
4
/
1
KN-07.45
KN-07.45
KN-22.02
KN-22.02
KN-22.11
KN-22.11
KN-22.11
W106 W107 W108
LINE OF BALCONY
ABOVE PER NBMC
20.30.110D13
CL
DN
FLS.01
KN-23.06KN-28.04
KN-10.34
KN-22.02KN-22.02
KN-22.02KN-07.45
A2.0.1B/ 1
A2.0.2B/ 1
A2
.
0
.
3
B
/
1
A2
.
0
.
4
B
/
1
2
2
18
R
@
6
5
/
8
"
17
T
@
1
1
"
18
R
@
6
5
/
8
"
17
T
@
1
1
"
KN-10.35
F.C.E. 9'-0"
F.C.E. 8'-9"
2-CAR GARAGE
107
W109
D109
D107
D108
JADU CLOSET
106
D104
RE
F
/
F
R
Z
DWTR
REF ICE
KN-23.23
CLEAR
3' - 2 1/4"
CLEAR
3' - 2 1/4"CL
E
A
R
3'
-
2
1
/
4
"
FLS.01
KN-10.15
F.F.E. 9.00
2
2
2
2
F.S. 10.33 KN-10.32
FLS.01
FLS.01
FLS.01
2
KN-26.02
2
SLOPE 2%
KN-22.11
KN-22.11
JADU BATH
104
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
TOILET CLEARANCES
2' - 0" MIN.
2'
-
6
"
1'
-
3
"
1'
-
3
"
2'
-
0
"
M
I
N
.
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
i
t
e
5
0
0
,
Lo
s
A
n
g
e
l
e
s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
i
n
f
o
@
w
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i
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e
f
n
e
r
.
c
o
m
St
u
d
i
o
W
i
l
l
i
a
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e
f
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e
r
Ar
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h
i
t
e
c
t
u
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,
I
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t
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r
i
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&
L
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d
s
c
a
p
e
As indicated
A1.1.4
FIRST FLOOR
KEYNOTE PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
KEYNOTES THIS SHEET
FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD.
ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING
AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE
CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A
MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED
WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE).
KN-07.45 DOWNSPOUT OUTLET LOCATION LEADING TO SITE STORMWATER
MANAGEMENT DRAINAGE. REFER TO CIVIL DRAWINGS FOR DRAINAGE PLAN
AND LID INFORMATION.
KN-10.15 DIRECT VENT SEALED COMBUSTION TYPE GAS-FUELED FIREPLACE.
EARTHCORE ISOKERN MAXIMUS: LARR #25483. ICC ESR-2316. INSTALL PER
MANUFACTURER SPECS. PROVIDE FUEL GAS CONNECTION, WITH LOOSE KEY
SHUTOFF, PROVIDE SPARK ARRESTOR AT CHIMNEY TERMINATION UL#127,
DUE TO VHFHSZ (PREVENTION OF EMBERS INFILTRATION). SEE SHEET GN-4.5
FOR SPECIFICATIONS. PROVIDE FLUSH OR RAISED HEARTH 20" DEEP
(MINIMUM) WITH 12" (MINIMUM) FROM SIDES OF FIREBOX; SEE INTERIOR
ELEVATION FOR HEIGHTS & DIMENSIONS.
KN-10.32 OUTDOOR GAS-FUELED FIRE PIT - PRSIM HARDSCAPE ROTONDO; CSA
APPROVAL NUMBER 2.41-2017. PROVIDE FUEL GAS CONNECTION, WITH
LOOSE KEY SHUTOFF. PROVIDE 12" (MINIMUM) DEEP HEARTH SURROUNDING
FIREBOX. INSTALLATION MUST CONFORM WITH NATIONAL FUEL GAS CODE
ANSI Z223.1/NFPA.
KN-10.34 ELECTRIC COOKTOP, 120V ELECTRICAL SERVICES MAX.
KN-10.35 KITCHEN SINK, 16 X 16 INCH MAX.
KN-22.02 EXTERIOR FLOOR DRAIN.
KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A
MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE
PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS.
KN-23.06 LINE OF EXHAUST HOOD ABOVE; VENT TO OUTSIDE W/ EXHAUST FANS VERIFY
VENTING REQUIREMENTS WITH MANUFACTURER.
KN-23.23 REMOTE EXHAUST FAN ENERGY STAR COMPLIANT AND CONTROLLED BY A
READILY ACCESSIBLE HUMIDISTAT. EXHAUST FAN TO BE USED FOR WHOLE
HOUSE VENTILATION. MUST PROVIDE A MIN CONTINUOUS FLOW RATE OF 50
CFM AT 1 SONE MAX AND COMPLY WITH ASHRAE STANDARD 62.2 MANDATORY
MEASURES (SEE FLOOR PLAN NOTE #33, #43 AND MECHANICAL PLANS).
KN-26.02 LOCATION OF MAIN ELECTRIC PANEL ON CONCRETE PAD: PROVIDE SPACE
FOR 200A-3P CIRCUIT BREAKER FOR FUTURE SOLAR PANEL CONNECTION
(REFER TO ELEC PLANS).
KN-28.04 SMOKE DETECTOR / CO SENSOR: SMOKE DETECTORS: PROVIDE STATE FIRE
MARSHALL APPROVED SMOKE DETECTORS AS SHOWN. DETECTORS SHALL
RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND
SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL.
THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, AND CENTRALLY
LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING ROOMS.
WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, A SMOKE DETECTOR
SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE DWELLING
UNIT WHICH THEY SERVE.
1/4" = 1'-0"1 FIRST FLOOR KEYNOTE PLAN
0' 2' 4' 8'
1/4" = 1'-0"
16'
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
S/C
S/CS/C
S/C
S/C
DSDSDS
DS
VN
DSDS
A2.0.2/ 1
A2.0.1/ 2
A2
.
0
.
3
/
1
--
-
/
-
1
A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
1
3
3
5
5
A A
C C
4
4
6
6
B B
2
A3.0.4
__________________________________________
18
R
@
6
1
/
2
"
17
T
@
1
1
"
UP DN
2' - 6"2' - 6"
2' - 7 1/2"12' - 4 1/4"9' - 3"12' - 1 3/4"11' - 9"21' - 2"7' - 8 1/4"0' - 6 3/4"
CL
2' - 6 3/4"
CL
2' - 1"
CL
4' - 5 1/2"
CL
2' - 7 1/4"
CL
7' - 7 3/4"
CL
2' - 3 1/4"
5' - 8 1/2"13' - 7 1/4"6' - 0 1/4"5' - 5 1/2"2' - 11 1/2"10' - 4 3/4"1' - 4 1/4"10' - 8 1/4"10' - 5 1/4"7' - 8 3/4"
75' - 0"
CL
8'
-
7
"
1'
-
9
3
/
4
"
1'
-
9
3
/
4
"
1'
-
6
"
1'
-
1
"
1'
-
1
0
1
/
4
"
7'
-
2
3
/
4
"
CLCLCL
8' - 8 1/4"6' - 6"2' - 3 1/4"7' - 8 1/4"
CL
5' - 11"5' - 10"
CL
CL
CL
4'
-
8
3
/
4
"
1'
-
9
3
/
4
"
3'
-
9
3
/
4
"
1'
-
9
3
/
4
"
1'
-
8
1
/
2
"
5'
-
8
1
/
2
"
1'
-
1
0
1
/
2
"
2'
-
4
1
/
2
"
CL
5' - 6 3/4"
CLCLCL
7' - 10"6' - 3"0' - 2 3/4"
CL
CL
3'
-
2
3
/
4
"
1'
-
9
1
/
4
"
1'
-
4
3
/
4
"
2'
-
9
1
/
4
"
2'
-
6
"
CL
CL
4'
-
1
"
6'
-
3
3
/
4
"
1'
-
9
3
/
4
"
CL
6'
-
4
"
CL
6'
-
2
"
5'
-
6
"
12
'
-
2
1
/
4
"
11
'
-
8
"
12
'
-
2
1
/
4
"
11
'
-
8
"
24
'
-
0
"
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
CL
7'
-
6
1
/
4
"
CL
4'
-
0
3
/
4
"
1"
1"
1"
F.F.E. 18.79
F.F.E. 18.79
F.F.E. 18.94
F.F.E. 18.79
T.W. 22.44
F.S. 22.44
T.W. 22.44
CL
1' - 0 3/4"
18
R
@
6
5
/
8
"
17
T
@
1
1
"
SLOPE 2%
SLOPE 2%
SLOPE 2%
EG
R
E
S
S
EG
R
E
S
S
EG
R
E
S
S
ELEVATOR
UNDER
SEPARATE
PERMIT
A2
.
0
.
4
/
1
BENCH
BENCH
BE
N
C
H
5' - 3"
LINE OF BALCONY
PER NBMC
20.30.110D13
A2.0.1B/ 1
A2.0.2B/ 1
A2
.
0
.
3
B
/
1
A2
.
0
.
4
B
/
1
2
2
F.C.E. 8'-0"
F.C.E. 8'-0"
F.C.E. 8'-0"
F.C.E. 8'-0"
CL
3' - 9 3/4"
CLEAR
3' - 2 1/4"
CLEAR
3' - 2 1/4"CL
E
A
R
3'
-
2
1
/
4
"
F.Y.S.B. TO FINSH
5' - 0"
S.Y.S.B. TO FINSH
3'
-
0
"
S.Y.S.B. TO FINSH
3'
-
0
"
R.Y.S.B. TO FINSH
5' - 0"
2
2
2
2
1' - 9 1/2"
1' - 9 1/2"
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
TOILET CLEARANCES
2' - 0" MIN.
2'
-
6
"
1'
-
3
"
1'
-
3
"
2'
-
0
"
M
I
N
.
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
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t
e
5
0
0
,
Lo
s
A
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g
e
l
e
s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
i
n
f
o
@
w
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f
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e
r
.
c
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St
u
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i
o
W
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l
l
i
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r
Ar
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c
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,
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t
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r
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s
&
L
a
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s
c
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e
As indicated
A1.2.3
SECOND FLOOR
DIMENSION
PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
FLOOR PLAN NOTES
1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,
METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE
CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER
OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY
CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES.
2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING
THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS
REQUIRED.
3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR
LOW WATER CONSUMPTION.
4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER
AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES
5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY.
SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT
DESIGNATION AND PERFORMANCE GRADE RATING.
6 WATER HEATER MUST BE STRAPPED TO WALL.
7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT
THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND
CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL
AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO
DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION
SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR.
8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE
CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE
SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER
THE ASSEMBLY BILL
9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE
MADE AVAILABLE AT THE JOB SITE.
10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS
SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING
AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL.
SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR
AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND
BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS
SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL
ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT.
11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE
PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN
ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL
LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10
FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES
ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND
LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS
@ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS
REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE
FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER.
(NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION
PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3)
13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL
HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR
OPENING WIDTH.
14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3)
15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING
ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN
DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS,
OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE
CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS).
16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER
ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0"
17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE
THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE
LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC
1008.1.6)
18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8"
FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH.
19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC.
HEADROOM IS 30" (CBC 1209.2)
20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE
CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802)
21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION
22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC.
23 DUCTS IN 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 (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS
INTO THE GARAGE.
24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT
ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON
DRAWINGS.
25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR
ELEVATIONS FOR CEILING HEIGHTS.
26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING,
PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY
DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR
VOLUME CEILING SHOULD BE INCLUDED IN BID.
27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS.
ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR
UNDERSTANDING OF WORK INCLUDE IN BID.
28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND
CONCRETE WALLS., U.N.O.
29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS
SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW
EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC
SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES.
30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS
FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR.
31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH
NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE
WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS
ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER
THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.
32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A
MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS
33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN
BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT.
34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW
RATES SPECIFIED IN SECTION 4.303.1.
35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED
FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED
BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR
THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
OPERATION AT ONE TIME.
36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM
GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING
AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE
CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE
GRAFFITTI BEING APPLIED. (6306)
37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND
FOR SHORING AND UNDERPINNING
38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT
IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER
AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095
1/4" = 1'-0"1 SECOND FLOOR DIMENSION PLAN
0' 2' 4' 8'
1/4" = 1'-0"
16'
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
S/C
S/CS/C
S/C
S/C
DSDSDS
DS
VN
DSDS
A2.0.2/ 1
A2.0.1/ 2
A2
.
0
.
3
/
1
1
A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
1
3
3
5
5
A A
C C
4
4
6
6
B B
2
A3.0.4
__________________________________________
N
DECK
HER OFFICE
201
PRIMARY
BEDROOM
200
BENCH
PRIMARY
BATHROOM
203
HER PRIMARY
CLOSET
205
BEDROOM 1
209
BEDROOM 2
207
BATH 1
210
BATH 2
208
DECK
DECK
F.C.E. 8'-0"
TO ROOF
UP DN
LINEN
BENCH
F.P.
W204 W205
D204
D207
D217D215
W206
W207
D214
W210
W203
D213
D205
D202
D203
D209
D210
D212
W201 W202
W212 W211
D201
D216
W208
D208
W209
D206
1"
1"
1"
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
EG
R
E
S
S
EG
R
E
S
S
EG
R
E
S
S
ELEVATOR
UNDER
SEPARATE
PERMIT
A2
.
0
.
4
/
1
KN-22.11 KN-22.02
KN-22.11
KN-22.02 KN-22.11
VESTIBULE
204
HALLWAY
206
HIS PRIMARY
CLOSET
202
BE
N
C
H
2'
-
1
1
7
/
8
"
KN-08.01
KN-08.01
KN-28.04
FLS.05
FLS.05
KN-28.04
KN-28.04
KN-28.04
KN-28.04
A2.0.1B/ 1
A2.0.2B/ 1
A2
.
0
.
3
B
/
1
A2
.
0
.
4
B
/
1
2
2
18
R
@
6
1
/
2
"
17
T
@
1
1
"
18
R
@
6
5
/
8
"
17
T
@
1
1
"
F.C.E. 8'-0"
F.C.E. 8'-0"
F.C.E. 8'-0"
F.C.E. 8'-0"
W213
KN-23.23
CLEAR
3' - 2 1/4"
CLEAR
3' - 2 1/4"CL
E
A
R
3'
-
2
1
/
4
"
KN-10.15
LINE OF INTERMEDIATE BEAMS ABOVE
F.Y.S.B. TO FINSH
5' - 0"
S.Y.S.B. TO FINSH
3'
-
0
"
S.Y.S.B. TO FINSH
3'
-
0
"
R.Y.S.B. TO FINSH
5' - 0"
2
2
2
2
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
TOILET CLEARANCES
2' - 0" MIN.
2'
-
6
"
1'
-
3
"
1'
-
3
"
2'
-
0
"
M
I
N
.
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
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e
5
0
0
,
Lo
s
A
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e
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s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
i
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f
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r
.
c
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W
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,
I
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&
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s
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a
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e
As indicated
A1.2.4
SECOND FLOOR
KEYNOTE PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
KEYNOTES THIS SHEET
FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A
4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO
A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE..
KN-08.01 PROVIDE TEMPERED GLASS AT GLASS ENCLOSURE.
KN-10.15 DIRECT VENT SEALED COMBUSTION TYPE GAS-FUELED FIREPLACE.
EARTHCORE ISOKERN MAXIMUS: LARR #25483. ICC ESR-2316. INSTALL PER
MANUFACTURER SPECS. PROVIDE FUEL GAS CONNECTION, WITH LOOSE KEY
SHUTOFF, PROVIDE SPARK ARRESTOR AT CHIMNEY TERMINATION UL#127,
DUE TO VHFHSZ (PREVENTION OF EMBERS INFILTRATION). SEE SHEET GN-4.5
FOR SPECIFICATIONS. PROVIDE FLUSH OR RAISED HEARTH 20" DEEP
(MINIMUM) WITH 12" (MINIMUM) FROM SIDES OF FIREBOX; SEE INTERIOR
ELEVATION FOR HEIGHTS & DIMENSIONS.
KN-22.02 EXTERIOR FLOOR DRAIN.
KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A
MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE
PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS.
KN-23.23 REMOTE EXHAUST FAN ENERGY STAR COMPLIANT AND CONTROLLED BY A
READILY ACCESSIBLE HUMIDISTAT. EXHAUST FAN TO BE USED FOR WHOLE
HOUSE VENTILATION. MUST PROVIDE A MIN CONTINUOUS FLOW RATE OF 50
CFM AT 1 SONE MAX AND COMPLY WITH ASHRAE STANDARD 62.2 MANDATORY
MEASURES (SEE FLOOR PLAN NOTE #33, #43 AND MECHANICAL PLANS).
KN-28.04 SMOKE DETECTOR / CO SENSOR: SMOKE DETECTORS: PROVIDE STATE FIRE
MARSHALL APPROVED SMOKE DETECTORS AS SHOWN. DETECTORS SHALL
RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING AND
SHALL BE EQUIPPED WITH BATTERY BACK UP AND LOW BATTERY SIGNAL.
THEY SHALL BE LOCATED IN EACH SLEEPING ROOM, AND CENTRALLY
LOCATED IN CORRIDORS GIVING DIRECT ACCESS TO SLEEPING ROOMS.
WHEN SLEEPING AREAS ARE ON AN UPPER LEVEL, A SMOKE DETECTOR
SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREA OF THE DWELLING
UNIT WHICH THEY SERVE.
1/4" = 1'-0"1 SECOND FLOOR KEYNOTE PLAN
0' 2' 4' 8'
1/4" = 1'-0"
16'
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
DSDSDS
DS
DSDS
DS DS
DSDS
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
A2.0.2/ 1
A2.0.1/ 2
A2
.
0
.
3
/
1
1
A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
1
3
3
5
5
A A
C C
4
4
6
6
B B
N
THIRD FLOOR F.Y.S.B.
15' - 0"
F.Y.S.B. TO FINISH
5' - 0"
TH
I
R
D
F
L
O
O
R
S
.
Y
.
S
.
B
.
T
O
F
I
N
I
S
H
5'
-
0
"
TH
I
R
D
F
L
O
O
R
S
.
Y
.
S
.
B
.
T
O
F
I
N
I
S
H
5'
-
0
"
R.Y.S.B. TO FINISH
5' - 0"
THIRD FLOOR R.Y.S.B.
15' - 0"
UNCOVERED MECHANICAL AREA
R.Y.S.B. TO FINISH
5' - 0"
DN
F.C.E. 8'-9"
BAR
301
JACUZZI
20
'
-
0
"
COVERED
LOGGIA
302
BBQ
F.P
2
A3.0.4
__________________________________________
3"
/
1
2
"
3"
/
1
2
"
2'
-
0
"
LINE OF ROOF ABOVE
LINE OF PITCHED
ROOF ABOVE
LINE OF PITCHED
ROOF ABOVE
6' - 8"
4' - 0"
UNCOVERED DECK
UNCOVERED DECK
F.S. 31.88
T.W. 31.88
PROPERTY LINE
PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
ELEVATOR
UNDER
SEPARATE
PERMIT
A2
.
0
.
4
/
1
2'
-
0
"
2'
-
0
"
24' - 8 3/4"12' - 1 3/4"40' - 7"
CLCL
2' - 3 1/4"4' - 1 3/4"2' - 4 3/4"3' - 4 1/4"
1' - 0"
14' - 4"10' - 6"8' - 0 3/4"
CL
CL 2'
-
2
3
/
4
"
9'
-
1
1
1
/
2
"
9'
-
5
1
/
4
"
2'
-
2
3
/
4
"
5' - 7"12' - 2 1/4"14' - 1"10' - 6"8' - 0 3/4"
7'
-
9
1
/
2
"
4'
-
4
3
/
4
"
11
'
-
8
"SLOPE 2%SLOPE 2%SLOPE 2%3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
T.O.R. 31.58SLOPE 2%SLOPE 2%SLOPE 2%
T.W. 31.88
T.W. 31.88
F.F.E. 28.38
T.W. 31.38
T.W. 31.88
F.S. 31.88
F.S. 29.88
A2.0.1B/ 1
A2.0.2B/ 1
A2
.
0
.
3
B
/
1
A2
.
0
.
4
B
/
1
2
2
18
R
@
6
1
/
2
"
17
T
@
1
1
"SLOPE 2%CLEAR
3' - 2 1/4"
CLEAR
3' - 2 1/4"CL
E
A
R
3'
-
2
1
/
4
"
WI
N
E
2' - 6"
S.
Y
.
S
.
B
.
T
O
F
I
N
S
H
3'
-
0
"
NOTE:
ON ROOF DECK, MAXIMUM HEIGHT OF
24' - 0" APPLIES TO ALL ACCESSORY
STRUCTURES ON THE DECK (BBQ,
COUNTERS, SPA, ETC.)
2
A7.3.1
2
3'
-
3
"
3'
-
1
1
7
/
8
"
TOILET CLEARANCES
2' - 0" MIN.
2'
-
6
"
1'
-
3
"
1'
-
3
"
2'
-
0
"
M
I
N
.
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
i
t
e
5
0
0
,
Lo
s
A
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g
e
l
e
s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
i
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f
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f
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r
.
c
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u
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i
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W
i
l
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a
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f
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i
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c
t
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,
I
n
t
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r
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s
&
L
a
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d
s
c
a
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As indicated
A1.3.3
THIRD FLOOR
DIMENSION
PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
FLOOR PLAN NOTES
1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,
METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE
CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER
OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY
CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES.
2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING
THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS
REQUIRED.
3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR
LOW WATER CONSUMPTION.
4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER
AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES
5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY.
SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT
DESIGNATION AND PERFORMANCE GRADE RATING.
6 WATER HEATER MUST BE STRAPPED TO WALL.
7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT
THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND
CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL
AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO
DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION
SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR.
8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE
CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE
SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER
THE ASSEMBLY BILL
9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE
MADE AVAILABLE AT THE JOB SITE.
10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS
SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING
AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL.
SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR
AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND
BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS
SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL
ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT.
11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE
PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN
ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL
LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10
FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES
ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND
LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS
@ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS
REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE
FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER.
(NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION
PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3)
13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL
HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR
OPENING WIDTH.
14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3)
15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING
ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN
DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS,
OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE
CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS).
16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER
ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0"
17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE
THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE
LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC
1008.1.6)
18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8"
FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH.
19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC.
HEADROOM IS 30" (CBC 1209.2)
20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE
CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802)
21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION
22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC.
23 DUCTS IN 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 (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS
INTO THE GARAGE.
24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT
ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON
DRAWINGS.
25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR
ELEVATIONS FOR CEILING HEIGHTS.
26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING,
PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY
DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR
VOLUME CEILING SHOULD BE INCLUDED IN BID.
27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS.
ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR
UNDERSTANDING OF WORK INCLUDE IN BID.
28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND
CONCRETE WALLS., U.N.O.
29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS
SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW
EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC
SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES.
30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS
FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR.
31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH
NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE
WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS
ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER
THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.
32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A
MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS
33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN
BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT.
34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW
RATES SPECIFIED IN SECTION 4.303.1.
35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED
FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED
BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR
THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
OPERATION AT ONE TIME.
36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM
GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING
AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE
CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE
GRAFFITTI BEING APPLIED. (6306)
37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND
FOR SHORING AND UNDERPINNING
38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT
IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER
AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095
1/4" = 1'-0"1 THIRD FLOOR DIMENSION PLAN
0' 2' 4' 8'
1/4" = 1'-0"
16'
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
DSDSDS
DS
DSDS
DS DS
DSDS
A2.0.2/ 1
A2.0.1/ 2
A2
.
0
.
3
/
1
1
A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
1
3
3
5
5
A A
C C
4
4
6
6
B B
2
A3.0.4
__________________________________________
N
THIRD FLOOR F.Y.S.B.
15' - 0"
F.Y.S.B. TO FINISH
5' - 0"
TH
I
R
D
F
L
O
O
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S
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.
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B
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5'
-
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TH
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F
L
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S
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Y
.
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.
B
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T
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H
5'
-
0
"
R.Y.S.B. TO FINISH
5' - 0"
THIRD FLOOR R.Y.S.B.
15' - 0"
UNCOVERED MECHANICAL AREA
DN
F.C.E. 8'-9"
BAR
301
JACUZZI
20
'
-
0
"
COVERED
LOGGIA
302
BBQ
F.P.
3"
/
1
2
"
3"
/
1
2
"
2'
-
0
"
LINE OF ROOF ABOVE
LINE OF ROOF ABOVELINE OF ROOF ABOVE
6' - 8"
UNCOVERED DECK
UNCOVERED DECK
F.S. 31.88
F.S. 31.88
W303W303
D302
D301
W301
D303
F.F.E. 28.38
PROPERTY LINE
PROPERTY LINE
PR
O
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E
R
T
Y
L
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PR
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R
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L
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ELEVATOR
UNDER
SEPARATE
PERMIT
A2
.
0
.
4
/
1
KN-22.02KN-22.02
KN-22.02
KN-22.11
KN-22.11
KN-10.32
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
FLS.05
FLS.05
A2.0.1B/ 1
A2.0.2B/ 1
A2
.
0
.
3
B
/
1
A2
.
0
.
4
B
/
1
2
2
18
R
@
6
1
/
2
"
17
T
@
1
1
"
STRUCTURAL RIDGE BEAM
SEE FRAMING PLAN
CLEAR
3' - 2 1/4"
CLEAR
3' - 2 1/4"CL
E
A
R
3'
-
2
1
/
4
"
WI
N
E
19
'
-
4
3
/
4
"
S.
Y
.
S
.
B
.
T
O
F
I
N
S
H
3'
-
0
"
2
2
2
2
NOTE:
ON ROOF DECK, MAXIMUM HEIGHT OF
24' - 0" APPLIES TO ALL ACCESSORY
STRUCTURES ON THE DECK (BBQ,
COUNTERS, SPA, ETC.)
2
A7.3.1
2
2
KN-06.40
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
TOILET CLEARANCES
2' - 0" MIN.
2'
-
6
"
1'
-
3
"
1'
-
3
"
2'
-
0
"
M
I
N
.
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
i
t
e
5
0
0
,
Lo
s
A
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e
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s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
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&
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c
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e
As indicated
A1.3.4
THIRD FLOOR
KEYNOTE PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
1/4" = 1'-0"1 THIRD FLOOR KEYNOTE PLAN
0' 2' 4' 8'
1/4" = 1'-0"
16'
KEYNOTES THIS SHEET
FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A
4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO
A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE..
KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS
A8.0.2 AND A8.0.3 FOR SPECS.
KN-10.32 OUTDOOR GAS-FUELED FIRE PIT - PRSIM HARDSCAPE ROTONDO; CSA
APPROVAL NUMBER 2.41-2017. PROVIDE FUEL GAS CONNECTION, WITH
LOOSE KEY SHUTOFF. PROVIDE 12" (MINIMUM) DEEP HEARTH SURROUNDING
FIREBOX. INSTALLATION MUST CONFORM WITH NATIONAL FUEL GAS CODE
ANSI Z223.1/NFPA.
KN-22.02 EXTERIOR FLOOR DRAIN.
KN-22.11 ALL FLAT ROOFS, DECKS, WALKWAYS AND BALCONIES SHALL SLOPE A
MINIMUM OF 2% TOWARDS DRAINS. BEDROSIAN THADDEUS 24" x 48" MATTE
PORCELAIN TILE - PEARL; SEE SHEET G1.0.4 FOR DETAILS.
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
DSDSDS
DS
DSDS
DS DS
DSDS
WALL TYPES
METAL STUD
EXISTING WALL TO REMAIN
VERIFY CONDITIONS IN FIELD
EXISTING WALL/STRUCTURE TO BE
DEMOLISHEDVERIFY CONDITIONS
IN FIELD
CMU STRUCTURE
CAST IN PLACE CONCRETE
WOOD STUD
TOILET CLEARANCES
2' - 0" MIN.
2'
-
6
"
1'
-
3
"
1'
-
3
"
2'
-
0
"
M
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A2.0.2/ 1
A2.0.1/ 2
A2
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A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
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5
5
A A
C C
4
4
6
6
B
B
2
A3.0.4
__________________________________________
A2
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A2.0.1B/ 1
A2.0.2B/ 1
A2
.
0
.
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1
A2
.
0
.
4
B
/
1
2
2
N
THIRD FLOOR F.Y.S.B.
15' - 0"
F.Y.S.B. TO FINISH
5' - 0"
TH
I
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F
L
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S
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Y
.
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B
.
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5'
-
0
"
TH
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5'
-
0
"
R.Y.S.B. TO FINISH
5' - 0"
THIRD FLOOR R.Y.S.B.
15' - 0"
R.Y.S.B. TO FINISH
5' - 0"
DN
JACUZZI
BBQ
F.P
3"
/
1
2
"
3"
/
1
2
"
2'
-
0
"
LINE OF ROOF ABOVE
4' - 0"
UNCOVERED DECK
F.S. 31.88
T.W. 31.88
PROPERTY LINE
PROPERTY LINE
PR
O
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E
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T
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L
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PR
O
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E
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L
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ELEVATOR
UNDER
SEPARATE
PERMIT
2'
-
0
"
2'
-
0
"
24' - 8 3/4"12' - 1 3/4"40' - 7"
1' - 0"
7'
-
9
1
/
2
"
4'
-
4
3
/
4
"
11
'
-
8
"
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
T.O.R. 31.58
T.W. 31.88
T.W. 31.88
T.W. 31.88
F.S. 31.88
F.S. 29.88
18
R
@
6
1
/
2
"
17
T
@
1
1
"
CLEAR
3' - 2 1/8"
CLEAR
3' - 2 1/8"CL
E
A
R
3'
-
2
1
/
8
"
WI
N
E
2' - 6"
S.
Y
.
S
.
B
.
T
O
F
I
N
S
H
3'
-
0
"
NOTE:
ON ROOF DECK, MAXIMUM HEIGHT OF
24' - 0" APPLIES TO ALL ACCESSORY
STRUCTURES ON THE DECK (BBQ,
COUNTERS, SPA, ETC.)
A7.3.1
2
3' - 0 3/4"
14' - 2 3/4"
EGRESS PATH
E G R E S S P A T H
E G R E S S P A T H
EGRESS PATH
16' - 4 1/4"
3'
-
7
3
/
4
"
2' - 2 1/4"2' - 2 1/2"12' - 11"
5'
-
1
1
3
/
4
"
30' - 1 1/4"
37' - 8 1/4 "
23' - 8 3/4"
3
'
-
0
"
3' - 0"3'
-
0"
3' - 0"
3' - 0"
A4.1.82 A4.1.8 1
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
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t
e
5
0
0
,
Lo
s
A
n
g
e
l
e
s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
i
n
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.
c
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St
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Ar
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,
I
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t
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r
i
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s
&
L
a
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d
s
c
a
p
e
As indicated
A1.3.11
THIRD FLOOR
EGRESS PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
KEYNOTES THIS SHEETFLOOR PLAN NOTES
1 THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND
UNOBSTRUCTED ACCESS TO ANY WATER OR POWER DISTRIBUTION FACILITIES
(POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS, VALVES,
METERS, APPURTENANCES, ETC.) OR TO THELOCATION HOOK UP. THE
CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES-WHETER
OR NOT THE LINES ARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY
CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENCES.
2 AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL
GAS LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY
CONNECTED TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING
THE FUEL GAS PIPING. (PER ORDINANCE 170,158) SEPARATE PLUMBING PERMIT IS
REQUIRED.
3 PROVIDE ULTRA FLUSH LOW CONSUMPTION WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTEDFOR
LOW WATER CONSUMPTION.
4 PROVIDE MIN. 70" HIGH NON-ABSORBENT WALL FINISH ADJACENT TO SHOWER
AND APPROVED SHATTER RESISTANT MATERIALS FOR SHOWER ENCLOSURES
5 UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING AGENCY.
SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY NAME, PRODUCT
DESIGNATION AND PERFORMANCE GRADE RATING.
6 WATER HEATER MUST BE STRAPPED TO WALL.
7 FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO DWELLING UNIT
THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM SHALL SOUND
CONTINUOUSLY FOR MIN. OF 30 SECONDS WHEN THE DOOR IS OPENED. IT SHALL
AUTOMATICALLY RESET AND BE EQUIPPED WITH A MANUAL MEANS TO
DEACTIVATE (FOR 15 SECS. MAX) FOR A SINGLE OPENING. THE DEACTIVATION
SWITCH SHALL BE AT LEAST 54"ABOVE THE FLOOR.
8 FOR EXISTING POOL ON SITE, PROVIDE ANTI-ENTRAPMENT COVER MEETING THE
CURRENT ASTM OR ASME IS REQUIRED FOR THE SUCTION OUTLETS OF THE
SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY DWELLINGS PER
THE ASSEMBLY BILL
9 A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE
MADE AVAILABLE AT THE JOB SITE.
10 SMOKE DETECTORS (CBC 907.2.10.5): IN NEW CONSTRUCTION SMOKE ALARMS
SHALL RECEIVE THEIR PRIMARY POWER SOURCE FROM THE BUILDING WIRING
AND SHALL BE EQUIPPED WITH BATERRY BACK UP AND LOW BATTERY SIGNAL.
SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING ROOM AND HALLWAY OR
AREA GIVING ACCESS TO A SLEEPINGROOM, AND ON EACH STORY AND
BASEMENT FOR DWELLINGS WITH MORE THAN ONE STORY. SMOKE ALARMS
SHALL BE INTER-CONNECTED SO THAT ACTUATION OF ONE ALARM WILL
ACTIVATE ALL THE ALARMS WITHIN INDIVIDUAL DWELLING UNIT.
11 LIGHT (CBC 1205.1) EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE
PROVIDED WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN
ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL
LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10
FOOT-CANDLES OVER THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES
ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
12 VENTILATION (CBC 1203.4) ALL HABITABLE ROOMS, EXCEPT BATHROOMS AND
LAUNDRIES REQUIRE NATURAL VENTILATION BY MEANS OF OPENABLE WINDOWS
@ 1/20 THE FLOOR AREA OF THE ROOM OR 5 SF MINIMUM ALL BATHROOMS
REQUIRE NATURAL VENTILATION BY MEANS OF OPERABLE WINDOWS AT 1/20 THE
FLOOR AREA OF THE ROOM, OR 1-1/2 SQ.FT. MIN. WHICHEVER IS GREATER.
(NATURAL VENTILATION MAY BE SUBSTITUTED WITH MECHANICAL VENTILATION
PROVIDING 5 AIR CHANGES PER HOUR (CBC 1203.3)
13 SLEEPING ROOMS MUST HAVE A WINDOW FOR EMERGENCY EXIT WITH SILL
HEIGHT NOT OVER 44" ABOVE FINISH FLOOR, 24" CLEAR HEIGHT AND 20" CLEAR
OPENING WIDTH.
14 ALL WINDOWS WITHIN 24" OF DOOR SHALL BE TEMPERED (CBC 2406.3)
15 DRAFT STOPS SHALL BE PROVIDED WITHIN A CONCEALED FLOOR-CEILING
ASSEMBLY FORMED OF COMBUSTIBLE CONSTRUCTION. (1000 SQ. FT. BETWEEN
DRAFT STOPS). DRAFT STOPS SHALL BE PROVIDED WITHIN ATTICS, MANSARDS,
OVERHANGS AND SIMILAR CONCEALED SPACES FORMED OF COMBUSTIBLE
CONSTRUCTION. (3000 SQ. FT. BETWEEN DRAFT STOPS).
16 MINIMUM ROOM DIMENSIONS (CBC 1208) AT LEAST ONE ROOM 120 SF ALL OTHER
ROOMS EXCEPT KITCHEN 70 SF WITH A MIN. DIMENSION OF 7'-0"
17 EXTERIOR DOOR MUST OPEN OVER A LANDING NOT MORE THAN 1/2" BELOW THE
THRESHOLD. EXCEPTION: PROVIDING THE DOOR DOES NOT SWING OVER THE
LANDING, LANDING SHALL BE NOT MORE THAN 8" BELOW THE THRESHOLD. (CBC
1008.1.6)
18 WHEN APPLICABLE, STAIRWAY SHALL HAVE A MIN. CLEAR HEADROOM OF 6'-8"
FROM THE NOSE OF STAIR TO ABOVE CEILING FINISH.
19 WHEN APPLICABLE, 22"X30" ATTIC ACCESS, OR 30"X30" IF FURNACE IS IN ATTIC.
HEADROOM IS 30" (CBC 1209.2)
20 PROVIDE AN APPROVED BUILDING AND SAFETY SPARK ARRESTER FOR THE
CHIMNEY OF A FIREPLACE, STOVE, OR BARBEQUE. (CBC 2802)
21 PROVIDE A 12"X12" TUB ACCESS FOR SLIP JOINT CONNECTION
22 MIN. 18"X24" UNDERFLOOR ACCESS OPENING. SEE PLANS & ELEVS. FOR SPEC.
23 DUCTS IN 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 (0.48MM) SHEET STEEL AND SHALL HAVE NO OPENINGS
INTO THE GARAGE.
24 DO NOT SCALE DRAWINGS, REFER TO DIMENSIONS SHOWN. CONTACT
ARCHITECT FOR ANY DISCREPANCY, CONTRADICTION OR MISSING DIMENSION ON
DRAWINGS.
25 REFER TO REFLECTED CEILING PLANS, BUILDING SECTIONS AND INTERIOR
ELEVATIONS FOR CEILING HEIGHTS.
26 ROUGH CARPENTER TO COORDINATE FRAMING LAYOUT WITH LIGHTING,
PLUMBING, AND MECHANICAL PLANS AND INFORM ARCHITECT OF ANY
DISCREPANCY. ALL REQUIRED FURRING, SOFFITS, AND CEILING JOISTS FOR
VOLUME CEILING SHOULD BE INCLUDED IN BID.
27 NON-STRUCTURAL FRAMING MAY NOT BE SHOWN ON STRUCTURAL PLANS.
ROUGH CARPENTER TO REVIEW ALL ARCHITECTURAL SHEETS FOR CLEAR
UNDERSTANDING OF WORK INCLUDE IN BID.
28 ALL DIMENSIONS ARE TO THE FACE OF STUD WALLS, MASONRY WALLS AND
CONCRETE WALLS., U.N.O.
29 MIN. INSULATION: INSULATE ALL WALLS, ROOF/ATTIC SPACES AND FLOOR JOISTS
SPACES PER TITLE-24. PROVIDE MIN. R-21 INSULATION THROUGHOUT ALL NEW
EXTERIOR WALLS. R-19 BETWEEN FLOOR AND RAISED FLOORS, R-38 IN ATTIC
SPACES. INSULATE AROUND PLUMBING AND HVAC PIPES.
30 WASHER & DRYER - DRYER VENT 4" MIN.; 14' MAX. WITH TWO 90 DEGREES BENDS
FOR METAL DUCT; 6" MAX. FOR FLEX DUCT CONNECTOR.
31 EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH
NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE
WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH ARTIFICIAL LIGHT THAT IS
ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER
THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.
32 PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE LINE A
MINIMUM OF 4 INCHES ABOVE EARTH OR 2 INCHES ABOVE PAVED AREAS
33 ALL EXHAUST FANS TO BE ENERGY STAR QUALIFIED. EXHAUST FANS IN
BATHROOMS AND HUMID AREAS TO BE CONTROLLED BY HUMIDISTAT.
34 FLOW RATES FOR ALL NEW PLUMBING SHALL COMPLY WITH THE MAXIMUM FLOW
RATES SPECIFIED IN SECTION 4.303.1.
35 WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED
FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER OUTLETS CONTROLLED
BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PER MINUTE AT 80PSI, OR
THE SHOWER SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN
OPERATION AT ONE TIME.
36 PROVIDE ANTI-GRAFFITTI FINISH WITHIN THE FIRST 9 FEET, MEASURED FROM
GRADE, AT EXTERIOR WALLS AND DOORS, EXEPTION: MAINTENANCE OF BUILDING
AFFIDAVIT IS RECORDED BY THE OWNER TO COVENANT AND AGREE WITH THE
CITY OF LOS ANGELES TO REMOVE ANY GRAFFITI WITHIN 7 -DAYS OF THE
GRAFFITTI BEING APPLIED. (6306)
37 A CAL-OSHO PERMIT IS REQUIRED FOR EXCAVATIONS DEEPER THAN 5’-0” AND
FOR SHORING AND UNDERPINNING
38 THE MAXIMUM TIME TO COMPLETE CONSTRUCTION ON A PROJECT ON A PROJECT
IS LIMITED TO THREE YEARS FROM THE DATE OF THE PERMIT ISSUED AFTER
AUGUST 21, 2019 AS REQUIRED BY NBMC SECTIOB 15.02.095
0' 2' 4' 8'
1/4" = 1'-0"
16'1/4" = 1'-0"1 THIRD FLOOR DIMENSION EGRESS PLAN
Revision Schedule
#
Description
Date
DSDSDS
DS
DSDS
DS DS
DSDS
1
A3.0.3
__________________________________________
1
A3.0.4
__________________________________________
1
1
3
3
5
5
A A
C C
4
4
6
6
B
B
3"
/
1
2
"
3"
/
1
2
"
4" / 12"4" / 12"
2
A3.0.4
__________________________________________
PROPERTY LINE
PROPERTY LINE
PR
O
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R
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PR
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3"
/
1
2
"
3"
/
1
2
"
N
T.O.R. 38.00
79' - 0"
2' - 0"18' - 0"5' - 1 3/4"7' - 10 1/2"7' - 10 1/2"23' - 10 1/4"16' - 3"
UNCOVERED MECHANICAL AREA
UNCOVERED DECK
UNCOVERED DECK
26
'
-
0
"
2'
-
0
"
9'
-
0
"
17
'
-
0
"
2'
-
0
"
1'
-
0
"
1'
-
0
"
THIRD FLOOR F.Y.S.B.
15' - 0"
F.Y.S.B. TO FINISH
5' - 0"
TH
I
R
D
F
L
O
O
R
S
.
Y
.
S
.
B
.
T
O
F
I
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I
S
H
5'
-
0
"
TH
I
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D
F
L
O
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S
.
Y
.
S
.
B
.
T
O
F
I
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I
S
H
5'
-
0
"
R.Y.S.B. TO FINISH
5' - 0"
THIRD FLOOR R.Y.S.B.
15' - 0"
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
3"
/
1
2
"
T.O.R. 18.78
3' - 11"
2'
-
0
"
2' - 6"
2'
-
0
"
2
2
KN-11.18
41' - 0"
8'
-
1
0
1
/
2
"
SOLAR PANEL AREA
FHZ.07
FHZ.07
2
2
2
2
NOTE:
ON ROOF DECK, MAXIMUM HEIGHT OF
24' - 0" APPLIES TO ALL ACCESSORY
STRUCTURES ON THE DECK (BBQ,
COUNTERS, SPA, ETC.)
2
2'
-
0
"
2
2
A7.3.1
22
DEFERRED PERMIT
SUBMITTAL FOR SOLAR/PV
NOTE:
OBTAIN FIRE SPRINKLER PERMIT PRIOR
TO CALLING FOR ROOF SHEETING
INSPECTION
F.S. 29.88
T.W. 31.88
F.S. 31.88
F.S. 28.38
F.S. 28.38
T.W. 31.88
F.P.
ROOF VENTILATION CALCULATION
PROVIDED ROOF VENTS
ATTIC AREA GUEST HOUSE 674 SQ. FT.
VENTILATION REQUIRED = AREA / 150= 4.49 SQ. FT
(647 SQ. IN)
PROPOSED A: ATTIC VENTS
O'HAGIN TAPERED LOW PROFILE
EACH VENT = 72 SQ. IN TYP.
X 4 = 288 SQ. IN
PROPOSED: 5.50 SQ.FT
REQUIRED: 4.49 SQ.FT
792 SQ. IN = 5.50 SQ FT
PROPOSED F: ATTIC VENTS
VULCAN VENT VSC 2120
EACH VENT = 96 SQ. IN TYP. PER 120"
630" = 504 SQ. IN
ROOF PLAN LEGEND
SOLAR ZONE ATTIC ZONE
FLAT ROOF TC TILE ROOF
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
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s
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B
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0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
i
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s
c
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e
1/4" = 1'-0"
A1.4.3
ROOF
DIMENSION
PLAN
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
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t
B
e
a
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,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
ROOF PLAN NOTES
1 ROOF SLOPES ARE SHOWN DIRECTLY ON ROOF PLAN
2 ALL FLAT ROOFS AND BALCONIES SHALL SLOPE A MINIMUM OF 2% TOWARDS
DRAINS.
3 PROVIDE 5/8" PLYWOOD SHEATHING OVER 2x STRIPPING @ 16" O.C. OVER ROOF
DIAPHRAGM TO PROVIDE SLOPE TO DRAINS. U.N.O.
4 WATER SHALL NOT BE ALLOWED TO PUDDLE ON ANY PART OF THE ROOF AND NO
OBSTACLE SHALL PREVENT WATER TO FLOW TO DRAINS.
5 ROOF GUTTER SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER; PROVIDE DOME WIRE
BASKET AT EACH ROOF DRAIN.
6 CONTRACTOR SHALL TEST ALL CONCEALED DOWNSPOUTS FOR WATER LEAKAGE
PRIOR TO CLOSING UP BUILDING AND SHALL PROVIDE A 10 YEAR WARRANTY
AGAINST LEAKAGE.
7 ROOF DRAINAGE TO BE CONNECTED TO EXISTING CITY APPROVED DRAINAGE
DEVICE. ALL RAIN WATER TO BE DIRECTED TO STREET OR APPROVED OUTLET.
8 MECHANICAL EQUIPMENT IN ATTIC SHALL BE SUSPENDED FROM ROOF JOISTS
WITH STRAPPING. PROVIDE ISOLATORS TO REDUCE AS MUCH AS POSSIBLE
NOISE AND VIBRATIONS.
9 ROOFS SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 7A AND CHAPTER
15. ROOFS SHALL HAVE A ROOFING ASSEMBLY INSTALLED IN ACCORDANCE W/
ITS LISTING AND THE MANUF. INSTALLATION INSTRUCTIONS
10 PROVIDE WATERPROOFING AND 16 OZ. COPPER FLASHING AND COUNTER
FLASHING AT ALL ROOF PENETRATIONS. ALL JOINTS AT SHEET METAL SHALL BE
CAULKED.
11 ALL VENTS AND ROOF STACKS SHALL HAVE RAIN PROTECTION CAPS.COLOR OF
ALL EXPOSED VENTS AND ROOF STACKS TO MATCH ADJ. MATERIAL, UNLESS
SPECIFIED OTHERWISE BY ARCHITECT.
12 PROVIDE ATTIC VENTILATION OF AT LEAST 1/150 OF THE AREA OF VENTILATED
SPACE, AS REQUIRED BY LADBS, SEC.91.1595.03
13 VENTILATION IS NOT REQUIRED IN AREAS WHERE ROOF INSULATION IS
INSTALLED BETWEEN RAFTERS WITH NO AIR SPACE BETWEEN INSULATION AND
EXTERIOR SHEATHING.
14 VENTS SHALL NOT BE INSTALLED IN EAVES AND CORNICES; EAVE AND CORNICE
VENS MAY BE USED PROVIDED THEY RESIST THE INTRUSION OF FLAME AND
BURNING EMBERS INTO THE ATTIC AREA OF THE STRUCTURE
15 TOP OF CHIMNEY SHALL EXTEND 2' MIN. ABOVE ANY PART OF THE BUILDING
WITHIN 10' AND SHALL HAVE A U.L. APPROVED SPARK ARRESTER.
16 WHEN APPLICABLE, MECHANICAL EQUIPMENT (CONDENSING UNITS) SHALL BE
MOUNTED ON MASON SPRING ISOLATORS #SLRA-125 OR APPROVED EQUAL.
PROVIDE 2" MIN. LIGHTWEIGHT CONCRETE OVER EQUIPMENT PLATFORM
17 CRICKETS TO BE 16 OZ. COPPER FLASHING OVER 5/8" CDX PLYWOOD SHEATHING
FRAMED WITH 2X @ 16" O.C. MIN.
18 PROVIDE DOME WIRE BASKET AT EACH ROOF DRAIN.
19 COLOR ALL EXPOSED VENTS AND ROOF STACKS TO MATCH ADJACENT MATERIAL,
UNLESS SPECIFIED OTHERWISE BY ARCHITECT
20 VENTS SHALL BE CONSTRUCTED WITH 16 OZ. COPPER LOUVERS AND MAX. 1/4" X
1/4" COPPER WHIRE CLOTH PER S.M.A.C.N.A GUIDELINES. LOUVERS SHALL BE
DESIGNED SO THAT WATER IS DEFLECTED IN A DRIVING RAIN.
21 PROVIDE COPPER FLASHING/COUNTER FLASHING AT ALL LOCATIONS
22 SOLAR VOLTAIC PLANS ARE REQUIRED FOR THIS PROJECT AND MUST BE
SUBMITTED AND APPROVED PRIOR TO THE ROOF SHEATHING INSPECTION.
1/4" = 1'-0"1 ROOF DIMENSION PLAN
0' 2' 4' 8'
1/4" = 1'-0"
16'
KEYNOTES THIS SHEET
FHZ.07 VHFHSZ: UNDER-EAVE SAFETY VENT. CA. BML #8160-2232:0500.
KN-11.18 SOLAR PANELS, MIN. AREA REQUIREMENT OF 3,645 kW DC PER MEP
CALCULATIONS; SEE SHEET G0.0.3 FOR DETAILS. DEREFFED PERMIT
SUBMITTAL FOR SOLAR PV/SYSTEM.
2
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
FIRST FLOOR F.F.E. =
ESTABLISHED GRADE
NAVD88
9.00'
SECOND FLOOR F.F.E.
9' -11 1/4"
MAX HEIGHT FLAT ROOF
24' -0"
BASEMENT F.F.E.
-10' -3 1/2"
T.P. SECOND FLOOR
18' -0 3/8"
T.P. FIRST FLOOR
8' -9 5/8"
T.P. BASEMENT
-1' -3 5/8"
SEA LEVEL
0.00'
1
A3.0.4
__________________________________________
MAX HEIGHT PITCHED
ROOF -MIN. SLOPE 3/12
29' -0"
THIRD FLOOR F.F.E.
19' -4 1/2"
135
R.Y.S.B.
5' - 0"
10
'
-
3
1
/
2
"
29
'
-
0
"
M
A
X
.
29
'
-
0
"
9'
-
0
"
1'
-
3
3
/
4
"
8'
-
9
3
/
4
"
1'
-
1
3
/
4
"
8'
-
1
1
/
4
"
1'
-
4
1
/
4
"
9'
-
7
1
/
2
"
7'
-
6
"
7'
-
6
"
3'
-
0
"
5'
-
0
"
8'
-
0
"
46
AVERAGE NATURAL
GRADE (E)
6.94'
2
A3.0.4
__________________________________________
(E) FS 6.72'
(E) FS 7.13'
3'
-
0
"
4'
-
6
"
R.Y.S.B.
5' - 0"
THIRD FLOOR R.Y.S.B.
15' - 0"
THIRD FLOOR F.Y.S.B.
15' - 0"
2' - 6"
MI
N
.
3'
-
6
"
10
'
-
3
1
/
2
"
T.W. 31.88
MI
N
.
3'
-
6
"
MI
N
.
3'
-
6
"
T.O.R. 38.00
T.W. 31.88
LINE OF BASEMENT BEYOND
KN-06.40
KN-06.39
KN-06.41
KN-06.39
KN-06.39FLS.12
FLS.05
FLS.05
KN-08.17
KN-08.17KN-08.17
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
MI
N
.
3'
-
6
"
KN-PT-02
1'
-
3
1
/
2
"
10
'
-
3
1
/
2
"
9'
-
1
1
1
/
4
"
9'
-
5
1
/
4
"
(E) PRE-CONSTRUCTION GRADE
W204W205
W206
W203
W201W202
W102
D103
W103 W101 W108 W106W107
KN-06.40 KN-06.40
2
6'
-
6
"
KN-01.04
KN-01.04
KN-01.04
KN-01.04
4" / 12"4 " / 1 2 "2
2
2
2
2
2
NOTE:
ON ROOF DECK, MAXIMUM HEIGHT OF
24' - 0" APPLIES TO ALL ACCESSORY
STRUCTURES ON THE DECK (BBQ,
COUNTERS, SPA, ETC.)
2
F.S. 10.33
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
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s
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B
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5
0
0
,
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s
,
C
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0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
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&
L
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s
c
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e
1/4" = 1'-0"
A2.0.1
BUILDINGD
ELEVATIONS
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
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t
B
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a
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,
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9
2
6
6
1
BL
A
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S
I
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N
C
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Plan Check #
01/12/23
KEYNOTES THIS SHEET
FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A
4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO
A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE..
FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF
EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM
RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR
ELEVATION AND DETAILS FOR TYPE..
KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED.
KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH
KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS
A8.0.2 AND A8.0.3 FOR SPECS.
KN-06.41 SHEET METAL SIDING; DARK GREY FINISH
KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW
SCHEDULE); NATURAL FINISH
KN-PT-0
2
WOODEN SHUTTERS, PAINTED FINISH.
1/4" = 1'-0"2 NORTH PROPOSED ELEVATION
0' 2' 4' 8'
1/4" = 1'-0"
16'
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
FIRST FLOOR F.F.E. =
ESTABLISHED GRADE
NAVD88
9.00'
SECOND FLOOR F.F.E.
9' -11 1/4"
MAX HEIGHT FLAT ROOF
24' -0"
BASEMENT F.F.E.
-10' -3 1/2"
T.P. SECOND FLOOR
18' -0 3/8"
T.P. FIRST FLOOR
8' -9 5/8"
T.P. BASEMENT
-1' -3 5/8"
SEA LEVEL
0.00'
1
A3.0.4
__________________________________________
MAX HEIGHT PITCHED
ROOF -MIN. SLOPE 3/12
29' -0"
THIRD FLOOR F.F.E.
19' -4 1/2"
1 3 5
R.Y.S.B.
5' - 0"
9'
-
7
1
/
2
"
1'
-
4
1
/
4
"
8'
-
1
1
/
4
"
1'
-
1
3
/
4
"
8'
-
9
3
/
4
"
1'
-
3
3
/
4
"
9'
-
0
"
29
'
-
0
"
M
A
X
.
29
'
-
0
"
8'
-
0
"
5'
-
0
"
3'
-
0
"
4'
-
6
"
3'
-
0
"
4 6
AVERAGE NATURAL
GRADE (E)
6.94'
AVERAGE NATURAL
GRADE (E)
6.94'
2
A3.0.4
__________________________________________
(E) FS 7.06'
(E) FS 6.86'
MI
N
.
3'
-
6
"
T.W. 11.94
MA
X
.
5'
-
0
"
MI
N
.
3'
-
6
"
MI
N
.
3'
-
6
"
MI
N
.
3'
-
6
"
F.Y.S.B.
5' - 0"
THIRD FLOOR F.Y.S.B.
15' - 0"
2' - 6"
W301 D302 D301
W211 W210W212
D105 W105 W104
W209 W208
4'
-
6
"
3'
-
0
"
LINE OF BASEMENT BEYOND
KN-06.40
KN-06.39 KN-06.41
KN-06.40
FLS.12
FLS.05
FLS.05
FLS.05
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
F.S. 31.75
T.O.R. 38.00
KN-08.17 KN-08.17
MI
N
.
3'
-
6
"
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
KN-PT-02
THIRD FLOOR R.Y.S.B.
15' - 0"
R.Y.S.B.
5' - 0"
1'
-
3
1
/
2
"
19
'
-
4
1
/
2
"
10
'
-
3
1
/
2
"
(E) PRE-CONSTRUCTION GRADE
2
W109
W213
T.W. 31.88
6'
-
6
"
6'
-
0
"
KN-01.04
KN-01.04
KN-01.04
KN-01.04
KN-01.04
2
2
2
2
2
2
NOTE:
ON ROOF DECK, MAXIMUM HEIGHT OF
24' - 0" APPLIES TO ALL ACCESSORY
STRUCTURES ON THE DECK (BBQ,
COUNTERS, SPA, ETC.)
2
1' - 9 1/2"1' - 9 1/2"
6'
-
1
1
1
/
2
"
2
F.S. 10.33
3'
-
5
1
/
2
"
2'
-
1
1
/
2
"
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
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s
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5
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&
L
a
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c
a
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e
1/4" = 1'-0"
A2.0.2
BUILDINGD
ELEVATIONS
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
KEYNOTES THIS SHEET
FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A
4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO
A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE..
FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF
EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM
RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR
ELEVATION AND DETAILS FOR TYPE..
KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED.
KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH
KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS
A8.0.2 AND A8.0.3 FOR SPECS.
KN-06.41 SHEET METAL SIDING; DARK GREY FINISH
KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW
SCHEDULE); NATURAL FINISH
KN-PT-0
2
WOODEN SHUTTERS, PAINTED FINISH.
1/4" = 1'-0"1 PROPOSED SOUTH ELEVATION
0' 2' 4' 8'
1/4" = 1'-0"
16'
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
FIRST FLOOR F.F.E. =
ESTABLISHED GRADE
NAVD88
9.00'
FIRST FLOOR F.F.E. =
ESTABLISHED GRADE
NAVD88
9.00'
SECOND FLOOR F.F.E.
9' -11 1/4"
SECOND FLOOR F.F.E.
9' -11 1/4"
MAX HEIGHT FLAT ROOF
24' -0"
MAX HEIGHT FLAT ROOF
24' -0"
BASEMENT F.F.E.
-10' -3 1/2"
BASEMENT F.F.E.
-10' -3 1/2"
T.P. SECOND FLOOR
18' -0 3/8"
T.P. SECOND FLOOR
18' -0 3/8"
T.P. FIRST FLOOR
8' -9 5/8"
T.P. FIRST FLOOR
8' -9 5/8"
T.P. BASEMENT
-1' -3 5/8"
T.P. BASEMENT
-1' -3 5/8"
SEA LEVEL
0.00'
SEA LEVEL
0.00'
1
A3.0.3
__________________________________________
MAX HEIGHT PITCHED
ROOF -MIN. SLOPE 3/12
29' -0"
MAX HEIGHT PITCHED
ROOF -MIN. SLOPE 3/12
29' -0"
THIRD FLOOR F.F.E.
19' -4 1/2"
THIRD FLOOR F.F.E.
19' -4 1/2"
AC
S.Y.S.B.
3' - 0"
9'
-
7
1
/
2
"
1'
-
4
1
/
4
"
8'
-
1
1
/
4
"
1'
-
1
3
/
4
"
8'
-
9
3
/
4
"
1'
-
3
3
/
4
"
9'
-
0
"
29
'
-
0
"
M
A
X
.
29
'
-
0
"
7'
-
6
"
B
AVERAGE NATURAL
GRADE (E)
6.94'
AVERAGE NATURAL
GRADE (E)
6.94'
(E) FS 6.72'
(E) FS 6.86'
2'
-
3
1
/
4
"
F.S. 31.88
LINE OF BASEMENT BEYOND
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
T.O.R. 38.00
MI
N
.
3'
-
6
"
MI
N
.
3'
-
6
"
D207W207
FLS.05
FLS.12
KN-06.41
KN-08.17
KN-08.56
30' - 0"
KN-06.39
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
1'
-
3
1
/
2
"
`
2'
-
1
1
/
2
"
(E) PRE-CONSTRUCTION GRADE
9'
-
5
1
/
4
"
9'
-
1
1
1
/
4
"
10
'
-
3
1
/
2
"
D104
1' - 0"1' - 0"
KN-01.04
KN-01.04
KN-01.04
KN-01.04
MIN. 3" / 12"M I N . 3 " / 1 2"
2 2
2
2
2
2
2
NOTE:
ON ROOF DECK, MAXIMUM HEIGHT OF
24' - 0" APPLIES TO ALL ACCESSORY
STRUCTURES ON THE DECK (BBQ,
COUNTERS, SPA, ETC.)
2
F.S. 10.33
2
KN-06.40
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
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i
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e
B
l
v
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0
3
6
P:
3
2
3
9
3
1
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1
3
6
5
F
:
3
2
3
9
3
1
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1
3
6
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I
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r
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s
&
L
a
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s
c
a
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e
1/4" = 1'-0"
A2.0.3
BUILDINGD
ELEVATIONS
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
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t
B
e
a
c
h
,
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9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
0' 2' 4' 8'
1/4" = 1'-0"
16'
KEYNOTES THIS SHEET
FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A
4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO
A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE..
FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF
EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM
RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR
ELEVATION AND DETAILS FOR TYPE..
KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED.
KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH
KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS
A8.0.2 AND A8.0.3 FOR SPECS.
KN-06.41 SHEET METAL SIDING; DARK GREY FINISH
KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW
SCHEDULE); NATURAL FINISH
KN-08.56 PRIVACY GLASS
1/4" = 1'-0"1 PROPOSED EAST ELEVATION
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
FIRST FLOOR F.F.E. =
ESTABLISHED GRADE
NAVD88
9.00'
SECOND FLOOR F.F.E.
9' -11 1/4"
MAX HEIGHT FLAT ROOF
24' -0"
BASEMENT F.F.E.
-10' -3 1/2"
T.P. SECOND FLOOR
18' -0 3/8"
T.P. FIRST FLOOR
8' -9 5/8"
T.P. BASEMENT
-1' -3 5/8"
SEA LEVEL
0.00'
1
A3.0.3
__________________________________________
MAX HEIGHT PITCHED
ROOF -MIN. SLOPE 3/12
29' -0"
THIRD FLOOR F.F.E.
19' -4 1/2"
A CB
AVERAGE NATURAL
GRADE (E)
6.94'AVERAGE NATURAL
GRADE (E)
6.94'
S.Y.S.B.
3' - 0"
S.Y.S.B.
3' - 0"
9'
-
7
1
/
2
"
1'
-
4
1
/
4
"
8'
-
1
1
/
4
"
1'
-
1
3
/
4
"
8'
-
9
3
/
4
"
1'
-
3
3
/
4
"
9'
-
0
"
29
'
-
0
"
M
A
X
.
29
'
-
0
"
7'
-
6
"
(E) FS 7.13'
(E) FS 7.06'
MA
X
.
5'
-
0
"
F.S. 8.92 F.S. 8.92
MI
N
.
3'
-
6
"
FLS.05
FLS.05
KN-06.39
KN-06.40
T.W. 31.88
LINE OF BASEMENT BEYOND
KN-08.56
KN-08.17
KN-08.35
KN-06.39
MI
N
.
3'
-
6
"
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
KN-PT-02
1'
-
3
1
/
2
"
T.W. 11.94
9'
-
5
1
/
4
"
9'
-
1
1
1
/
4
"
10
'
-
3
1
/
2
"
(E) PRE-CONSTRUCTION GRADE
D215D201
D101
1' - 0"
1' - 0"
KN-01.04
T.O.R. 38.00
KN-01.04
KN-01.04 KN-01.04
MIN. 3" / 12"M IN . 3 " / 1 2 "
2 2
2
2
2
2
2
NOTE:
ON ROOF DECK, MAXIMUM HEIGHT OF
24' - 0" APPLIES TO ALL ACCESSORY
STRUCTURES ON THE DECK (BBQ,
COUNTERS, SPA, ETC.)
2
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
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5
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0
0
3
6
P:
3
2
3
9
3
1
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1
3
6
5
F
:
3
2
3
9
3
1
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1
3
6
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t
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r
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s
&
L
a
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d
s
c
a
p
e
1/4" = 1'-0"
A2.0.4
BUILDINGD
ELEVATIONS
12
5
E
B
a
y
F
r
o
n
t
.
Ne
w
p
o
r
t
B
e
a
c
h
,
C
A
9
2
6
6
1
BL
A
N
D
R
E
S
I
D
E
N
C
E
Plan Check #
01/12/23
KEYNOTES THIS SHEET
FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A
4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO
A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE..
KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED.
KN-06.39 EXTERIOR SHIPLAD SIDING, PAINTED WHITE FINISH
KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS
A8.0.2 AND A8.0.3 FOR SPECS.
KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW
SCHEDULE); NATURAL FINISH
KN-08.35 GARAGE DOOR, SECTIONAL METAL (STEEL) DOOR PAINTED FINISH.
KN-08.56 PRIVACY GLASS
KN-PT-0
2
WOODEN SHUTTERS, PAINTED FINISH.
1/4" = 1'-0"1 PROPOSED WEST ELEVATION
0' 2' 4' 8'
1/4" = 1'-0"
16'
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
FIRST FLOOR F.F.E. =
ESTABLISHED GRADE
NAVD88
9.00'
SECOND FLOOR F.F.E.
9' -11 1/4"
MAX HEIGHT FLAT ROOF
24' -0"
BASEMENT F.F.E.
-10' -3 1/2"
T.P. SECOND FLOOR
18' -0 3/8"
T.P. FIRST FLOOR
8' -9 5/8"
T.P. BASEMENT
-1' -3 5/8"
1
A3.0.4
__________________________________________
9'
-
7
1
/
2
"
1'
-
4
1
/
8
"
8'
-
1
1
/
8
"
1'
-
1
5
/
8
"
8'
-
9
5
/
8
"
MAX HEIGHT PITCHED
ROOF -MIN. SLOPE 3/12
29' -0"
THIRD FLOOR F.F.E.
19' -4 1/2"
9'
-
7
1
/
2
"
9'
-
5
1
/
4
"
9'
-
1
1
1
/
4
"
1 3 5
1'
-
3
5
/
8
"
8'
-
1
1
7
/
8
"
4 6
AVERAGE NATURAL
GRADE (E)
6.94'
29
'
-
0
"
M
A
X
.
29
'
-
0
"
2
A3.0.4
__________________________________________
7'
-
1
1
1
/
2
"
VESTIBULE
002
GYM
005
FAMILY ROOM
103
COVERED
LOGGIA
108
DINING ROOM
102
PRIMARY
BEDROOM
200
BEDROOM 1
209
8'
-
0
"
9'
-
6
"
7'
-
1
1
1
/
2
"
9'
-
7
1
/
2
"
1'
-
4
1
/
4
"
8'
-
1
1
/
4
"
1'
-
1
3
/
4
"
8'
-
9
3
/
4
"
1'
-
3
3
/
4
"
9'
-
0
"
MI
N
.
3'
-
6
"
MI
N
.
3'
-
6
"
F.S. 31.88
F.Y.S.B.
5' - 0"
4' - 0"1' - 0"
R.Y.S.B.
5' - 0"
2' - 6"
MI
N
.
3'
-
6
"
2'
-
0
"
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
T.W. 31.88
FLS.01
KN-08.17
FLS.12
FLS.02
KN-06.42
KN-06.07KN-08.22
KN-03.02
KN-03.14
FLS.12
KN-03.08
KN-06.07
KN-03.14
KN-06.07
FLS.05
MI
N
.
3'
-
6
"
KN-08.39
KN-06.40
2
KN-06.40 KN-06.40KN-06.42
FLS.01
ELEVATOR
UNDER
SEPARATE
PERMIT
ELEVATOR
UNDER
SEPARATE
PERMIT
2-CAR GARAGE
107
6'
-
1
0
3
/
4
"
4'
-
6
"
4' - 0"
KN-03.08
F.S. -5.92
F.S. -1.42 F.F.E. -1.29
F.S. -7.42
F.S. 7.00
F.S. -3.42
SECANT PILES PER
STRUCTURAL
SECANT PILES PER
STRUCTURAL
FLS.01
KN-06.22
KN-06.22
KN-06.22
8'
-
8
1
/
2
"
KN-01.04
KN-01.04
KN-01.04
KN-01.04
2
2
2
2
2
2
KN-01.04
KN-01.04
2
KN-06.08
KN-06.09
KN-06.09
KN-06.09
2
(E) FG = 6.86
2'
-
1
3
/
4
"
3'
-
5
3
/
4
"
F.S. 10.33
2
KN-09.32
2
2
Full Overlay (Euro)
9.00'
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
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e
B
l
v
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.
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3
6
P:
3
2
3
9
3
1
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1
3
6
5
F
:
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2
3
9
3
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r
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1/4" = 1'-0"
A3.0.3
BUILDING
SECTIONS
12
5
E
B
a
y
F
r
o
n
t
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Ne
w
p
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B
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a
c
h
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C
A
9
2
6
6
1
BL
A
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Plan Check #
01/12/23
1/4" = 1'-0"1 BUILDING SECTION - LONG
KEYNOTES THIS SHEET
FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD.
ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING
AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE
CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A
MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED
WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE).
FLS.02 F/LS: ENCLOSED ACCESIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,
UNDER STAIR SURFACE AND ANY SOFFIT PROTECTED ON THE ENCLOSED
SIDE WITH 1/2 INCH TYPE "X" GYPSUM BOARD. (R302.7).
FLS.05 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 70% OPEN; RAILING SHALL REJECT A
4" SPHERE AT RAILING AND BOTTOM RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO
A WALL; SEE INTERIOR OR EXTERIOR ELEVATION AND DETAILS FOR TYPE..
FLS.12 F/LS: GUARDRAIL 42" A.F.F. OR GRADE - 55% OPEN INCLUDING SOLID ROOF
EAVES; RAILING SHALL REJECT A 4" SPHERE AT RAILING AND BOTTOM
RAIL.MIN. 1 1/2" DISTANCE ADJACENT TO A WALL; SEE INTERIOR OR EXTERIOR
ELEVATION AND DETAILS FOR TYPE..
KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED.
KN-03.02 REINFORCED CONCRETE RETAINING WALL - SEE STRUCTURAL PLANS.
KN-03.08 CONCRETE FOOTING / FOUNDATION; SEE STRUCTURAL PLANS.
KN-03.14 SLAB ON GRADE (SEE STRUCTURAL DWGS).
KN-06.07 FLOOR JOISTS (SEE STRUCTURAL DWGS).
KN-06.08 2X6 FURRED WALL + INSULATION PER ENERGY CALCS (SEE TITLE 24 REPORT).
KN-06.09 ROOF RAFTER (SEE STRUCTURAL) WITH BELOW DECK INSULATION (BETWEEN
RAFTERS) WITH NO AIR SPACE ABOVE + RADIANT BARRIER PER ENERGY
CALCS (SEE TITLE 24 REPORT).
KN-06.22 SOLID WOOD GUARDRAIL 36" AFF. SEE INTERIOR OR EXTERIOR ELEVATIONS
AND DETAILS FOR SPECIFICATION.
KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS
A8.0.2 AND A8.0.3 FOR SPECS.
KN-06.42 ROOF SHEATHING AND RAFTERS SEE STRUCTURAL DRAWINGS
KN-08.17 WOOD EXTERIOR WINDOWS AND DOORS, TYP. (SEE DOOR & WINDOW
SCHEDULE); NATURAL FINISH
KN-08.22 WOOD DOORS AND FRAMES, SEE DOOR SCHEDULE.
KN-08.39 GARAGE DOOR MOTOR - TBD. PROVIDE ELECTRICAL AS PER MANUF. SPECS.
KN-09.32 5/8" DRYWALL; TYPE X GYPSUM OR SIMILAR.
0' 2' 4' 8'
1/4" = 1'-0"
16'
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
FIRST FLOOR F.F.E. =
ESTABLISHED GRADE
NAVD88
9.00'
SECOND FLOOR F.F.E.
9' -11 1/4"
MAX HEIGHT FLAT ROOF
24' -0"
BASEMENT F.F.E.
-10' -3 1/2"
T.P. SECOND FLOOR
18' -0 3/8"
T.P. FIRST FLOOR
8' -9 5/8"
T.P. BASEMENT
-1' -3 5/8"
SEA LEVEL
0.00'
1
A3.0.3
__________________________________________
MAX HEIGHT PITCHED
ROOF -MIN. SLOPE 3/12
29' -0"
THIRD FLOOR F.F.E.
19' -4 1/2"
A CB
AVERAGE NATURAL
GRADE (E)
6.94'
STORAGE
001
JUNIOR ADU
J105
T.O.R. 38.00
9'
-
7
1
/
2
"
1'
-
4
1
/
4
"
8'
-
1
1
/
4
"
1'
-
1
3
/
4
"
8'
-
9
3
/
4
"
1'
-
3
3
/
4
"
9'
-
0
"
29
'
-
0
"
M
A
X
.
29
'
-
0
"
F.S. 8.92 F.S. 8.92
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
OPEN TO
BEYOND
8'
-
0
"
T.W. 31.88
KN-08.22
FLS.01
KN-08.03 KN-06.42
KN-06.07
KN-03.14
KN-03.02
KN-03.08
KN-07.41
KN-08.56 KN-06.40
0'
-
7
1
/
2
"
KN-06.40
ELEVATOR
UNDER
SEPARATE
PERMIT
KN-06.07
F.S. -1.29
F.S. -2.04
F.S. -3.42
SECANT PILES PER
STRUCTURAL
SECANT PILES PER
STRUCTURAL
2'
-
0
"
0'
-
4
"
0'
-
4
"
F.S. -4.08
KN-06.22
KN-06.22
KN-06.22
3" / 12"
3" / 12"
ELEVATOR
UNDER
SEPARATE
PERMIT
KN-01.04
KN-01.04
2
2
2
2
2
KN-01.04
KN-01.04
KN-06.09
KN-06.08
KN-06.08
KN-09.322
T.W. 13.00
(E) WALL TO
REMAIN 3' - 0"
(E) 6'-0" FENCE
TO REMAIN
FIRST FLOOR F.F.E. =
ESTABLISHED GRADE
NAVD88
9.00'
SECOND FLOOR F.F.E.
9' -11 1/4"
MAX HEIGHT FLAT ROOF
24' -0"
BASEMENT F.F.E.
-10' -3 1/2"
T.P. SECOND FLOOR
18' -0 3/8"
T.P. FIRST FLOOR
8' -9 5/8"
T.P. BASEMENT
-1' -3 5/8"
SEA LEVEL
0.00'
1
A3.0.3
__________________________________________
MAX HEIGHT PITCHED
ROOF -MIN. SLOPE 3/12
29' -0"
THIRD FLOOR F.F.E.
19' -4 1/2"
ACB
AVERAGE NATURAL
GRADE (E)
6.94'
9'
-
6
"
24
'
-
0
"
M
A
X
.
22
'
-
1
0
1
/
2
"
9'
-
7
1
/
2
"
1'
-
4
1
/
4
"
8'
-
1
1
/
4
"
1'
-
1
3
/
4
"
8'
-
9
3
/
4
"
1'
-
3
3
/
4
"
9'
-
0
"
F.S. 8.92
MA
X
.
5'
-
0
"
T.W. 31.88
T.W. 11.94
FLS.01
KN-03.14
KN-03.14
KN-06.07
KN-07.41
KN-03.08
KN-06.42
KN-06.07
KN-06.40
2-CAR GARAGE
107
BEDROOM 2
207
4'
-
6
"
F.S. -5.92
F.S. -5.92
KN-22.07
KN-03.14
6'
-
1
0
3
/
4
"
4' - 0"4' - 0"
KN-06.42KN-06.40
KN-06.07
F.S. -7.42
F.S. -1.42
F.S. -1.29
F.S. -3.42
SECANT PILES PER
STRUCTURAL
SECANT PILES PER
STRUCTURAL
0'
-
4
"
0'
-
4
"
2'
-
0
"
1'
-
6
"
0'
-
4
"
0'
-
4
"
F.S. -8.08
F.S. -4.08
3" / 12"3 " / 1 2 "
0'
-
1
1
/
2
"
4'
-
6
"
T.O.R. 38.00
KN-22.07
7'
-
1
1
1
/
2
"
29
'
-
0
"
M
A
X
.
29
'
-
0
"
KN-01.04
KN-01.04
2
2
2
2
2
2
KN-01.04
KN-01.04
2
KN-06.08
KN-06.09
KN-06.08
KN-06.09
KN-06.08
2
2
2
KN-09.32 KN-09.32
2
T.W. 13.00
(E) WALL TO
REMAIN3' - 0"
(E) 6'-0" FENCE
TO REMAIN
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
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c
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1/4" = 1'-0"
A3.0.4
BUILDING
SECTIONS
12
5
E
B
a
y
F
r
o
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Ne
w
p
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B
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a
c
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6
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BL
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Plan Check #
01/12/23
1/4" = 1'-0"1 BUILDING SECTION - SHORT 02
1/4" = 1'-0"2 BUILDING SECTION - SHORT 01
0' 2' 4' 8'
1/4" = 1'-0"
16'0' 2' 4' 8'
1/4" = 1'-0"
16'
KEYNOTES THIS SHEET
FLS.01 F/LS: ONE-HOUR PROTECTION REQUIRED: PROVIDE 5/8" TYPE "X" GYPSUM BD.
ON ALL GARAGE WALLS, CEILING, POSTS AND BEAMS SUPPORTING DWELLING
AND SHALL EXTEND FROM TOP OF CONCRETE TO, AND INCLUDE GARAGE
CEILING. DOORS BETWEEN GARAGE AND THE DWELLING UNIT SHALL HAVE A
MINIMUM FIRE PROTECTION RATING OF 20 MIN. AND SHALL BE EQUIPPED
WITH SELF-CLOSING AND SELF-LATCHING DEVICES. (SEE DOOR SCHEDULE).
KN-01.04 HEIGHT CERTIFICATION WILL BE REQUIRED.
KN-03.02 REINFORCED CONCRETE RETAINING WALL - SEE STRUCTURAL PLANS.
KN-03.08 CONCRETE FOOTING / FOUNDATION; SEE STRUCTURAL PLANS.
KN-03.14 SLAB ON GRADE (SEE STRUCTURAL DWGS).
KN-06.07 FLOOR JOISTS (SEE STRUCTURAL DWGS).
KN-06.08 2X6 FURRED WALL + INSULATION PER ENERGY CALCS (SEE TITLE 24 REPORT).
KN-06.09 ROOF RAFTER (SEE STRUCTURAL) WITH BELOW DECK INSULATION (BETWEEN
RAFTERS) WITH NO AIR SPACE ABOVE + RADIANT BARRIER PER ENERGY
CALCS (SEE TITLE 24 REPORT).
KN-06.22 SOLID WOOD GUARDRAIL 36" AFF. SEE INTERIOR OR EXTERIOR ELEVATIONS
AND DETAILS FOR SPECIFICATION.
KN-06.40 DAVINCI COMPOSITE SLATE ROOF TILES; CASTLE GREY FINISH. SEE SHEETS
A8.0.2 AND A8.0.3 FOR SPECS.
KN-06.42 ROOF SHEATHING AND RAFTERS SEE STRUCTURAL DRAWINGS
KN-07.41 METAL ROOF GUTTER WITH DOWNSPOUT. ROOF GUTTER SHALL BE
PROVIDED WITH THE MEANS TO PREVENT THE ACCUMULATION OF LEAVES
AND DEBRIS IN THE GUTTER; PROVIDE DOME WIRE BASKET AT EACH ROOF
DRAIN.
KN-08.03 1/2" THICK TEMPERED GLASS TO BE PROVIDED AT WINDOWS AND DOORS
LOCATED IN "HAZARDOUS LOCATIONS". SAFETY GLAZING SHALL CONFORM
TO THE HUMAN IMPACT LOADS OF SECTION R308.3-4.
KN-08.22 WOOD DOORS AND FRAMES, SEE DOOR SCHEDULE.
KN-08.56 PRIVACY GLASS
KN-09.32 5/8" DRYWALL; TYPE X GYPSUM OR SIMILAR.
KN-22.07 4'-0"x 4'-0" PIT WITH METAL GRATE COVER OVER SUMP PUMP AND SEWER
EJECTOR, SEE P-2 AND CIVIL PLANS.
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
EXTERIOR DOOR SINGLE SWINGSHOWER GLASS DOOR SWING DOUBLE-ACTINGINTERIOR DOOR DOUBLE SWINGINTERIOR DOOR SINGLE SWING C B A
H EXTERIOR SLIDING DOOR 4-SASH STACKING BOTH SIDESEXTERIOR SLIDING DOOR 2-SASH STACKING ONE SIDESINTERIOR DOUBLE POCKET DOOREXTERIOR ENTRY DOOR GF E
L EXTERIOR 6-PANEL BIFOLD DOOR
D
EXTERIOR MECHANICAL DOOR I GATEJ
HE
I
G
H
T
WIDTH
HE
I
G
H
T
WIDTH
HE
I
G
H
T
WIDTH WIDTH
HE
I
G
H
T
WIDTH
HE
I
G
H
T
WIDTH
WIDTH
HE
I
G
H
T
HE
I
G
H
T
WIDTH
WIDTH
HE
I
G
H
T
INTERIOR FLUSH DOOR SINGLE SWINGK
HE
I
G
H
T
WIDTH
WIDTH
HE
I
G
H
T
HE
I
G
H
T
HE
I
G
H
T
WIDTH
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
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s
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3
6
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1/2" = 1'-0"
A5.0.1
DOOR LEGEND
12
5
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F
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
M EXTERIOR SLIDING DOOR 3-SASH STACKING ONE SIDE
WIDTH
HE
I
G
H
T
N EXTERIOR 6-PANEL BIFOLD DOOR
HE
I
G
H
T
WIDTH
O EXTERIOR SLIDING DOOR 3-SASH STACKING ONE SIDE
INTERIOR POCKET DOOR
WIDTH
HE
I
G
H
T
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
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1/2" = 1'-0"
A5.0.2
DOOR
SCHEDULE
12
5
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Plan Check #
01/12/23
SWH HARDWARE TYPES
HARDWARE
TYPE DESCRIPTION
H-1 ENTRANCE SET
MANUFACTURER/MODEL T.B.D.
SIZE
FINISH
H-2a EXTERIOR SECURITY SINGLE (SWINGING)
MANUFACTURER/MODEL T.B.D.
H-2b EXTERIOR SECURITY PAIR (SWINGING)
MANUFACTURER/MODEL T.B.D.
H-2c EXTERIOR SECURITY (SLIDING)
MANUFACTURER/MODEL T.B.D.
H-3 INTERIOR PRIVACY
MANUFACTURER/MODEL T.B.D.
H-4 INTERIOR PASSAGE
MANUFACTURER/MODEL T.B.D.
H-5 INTERIOR DUMMY
MANUFACTURER/MODEL T.B.D.
H-6 INTERIOR HIDDEN
MANUFACTURER/MODEL T.B.D.
H-7 INTERIOR SHOWER
MANUFACTURER/MODEL T.B.D.
H-8 EXTERIOR MISC.
MANUFACTURER/MODEL T.B.D.
NOTE 1: ALL HARDWARE TO BE ROCKY MOUNTAIN HARDWARE
UNLESS OTHERWISE NOTED
DESIGN HARDWARE: (323) 930-1330
TYPICAL LEVER IS TBD
NOTE 2: EACH SWING DOOR TO RECIEVE (4) 4 1/2" ROCKY MOUNTAIN
SQUARE BUTT HINGES
FINISH:
SWH DOOR SCHEDULE_125 E. BAY FRONT
ID # ROOM TYPE Description OPERATION FIRE RATING WIDTH HEIGHT THICKNESS AREA (ft²) FRAME MATERIAL SASH MATERIAL GLAZING TEMPERED THRESHOLD
WEATHER
STRIP SCREEN HARDWARE SHADE COMMENTS
BASEMENT F.F.E.
D001 006 I EXTERIOR 1 LEAF MECHANICAL SWING 3' - 0" 6' - 8" 0' - 2 1/4" frr METAL METAL Yes Yes
D002 006 A SINGLE SWING SWING 20 MIN. 3' - 0" 6' - 8" 0' - 1 3/4"MAHOGANY MAHOGANY Yes Yes
D003 001 C INTERIOR 2 LEAF FLUSH SWING 4' - 0" 8' - 0" 0' - 0 3/4"GLASS Yes
D004 006 A SINGLE SWING SWING 20 MIN. 3' - 0" 6' - 8" 0' - 1 3/4"WOOD WOOD Yes Yes
D005 003 C SINGLE SWING SWING 2' - 10" 8' - 0" 0' - 0 3/4"GLASS Yes
D006 004 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY
D007 002 B INTERIOR 2 LEAF FLUSH SWING 4' - 0" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY
FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88
D101 104 N GARAGE - SECTIONAL OVERHEAD - MOTORIZED 20 MIN. 16' - 0" 8' - 0" 0' - 2"MAHOGANY MAHOGANY
D102 104 A SINGLE SWING SWING 20 MIN. 2' - 10" 8' - 0" 0' - 1 3/4"MAHOGANY MAHOGANY
D103 102 E EXTERIOR 1 LEAF FRENCH WITH SIDELIGHT SWING 4' - 6" 8' - 0" 0' - 1 1/2" 36 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes
D104 103 L EXTERIOR 4-LEAF FRENCH FOLDING 17' - 6" 8' - 0" 0' - 1 1/2" 140 STEEL MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes Yes
D105 J105 D EXTERIOR 1 LEAF FRENCH SWING 3' - 0" 8' - 0" 0' - 1 1/2" 24 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes
D106 100 A SINGLE SWING SWING 20 MIN. 2' - 10" 8' - 0" 0' - 1 3/4"MAHOGANY MAHOGANY
D107 J107 A SINGLE SWING SWING 2' - 8" 8' - 0" 0' - 1 3/4"MAHOGANY MAHOGANY
D108 J107 C INTERIOR 1 LEAF SHOWER SWING -DOUBLE ACTING 2' - 6" 7' - 0" 0' - 0 3/4"GLASS Yes
D109 J106 A SINGLE SWING SWING 2' - 8" 8' - 0" 0' - 1 3/4"MAHOGANY MAHOGANY
SECOND FLOOR F.F.E.
D201 209 G EXTERIOR 2-LEAF FRENCH SLIDING - ONE SIDE 6' - 0" 7' - 6" 0' - 1 1/2" 45 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes Yes
D202 210 O INTERIOR 1 LEAF FLUSH POCKET - ONE SIDE 2' - 10" 7' - 6" 0' - 1 1/2"MAHOGANY MAHOGANY
D203 210 C INTERIOR 1 LEAF SHOWER SWING -DOUBLE ACTING 2' - 6" 7' - 0" 0' - 0 3/4"GLASS Yes
D204 209 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY
D205 204 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY
D206 205 F INTERIOR 2 LEAF FLUSH POCKET - TWO SIDES 3' - 6" 7' - 6" 0' - 1 1/2"MAHOGANY MAHOGANY RECESSED DOOR
HARDWARE
D207 200 H EXTERIOR 4-LEAF FRENCH SLIDING - TWO SIDES 11' - 0" 7' - 6" 0' - 1 1/2" 82.5 ALUMINUM CLAD - WOOD ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes Yes
D208 201 K INTERIOR 1 LEAF - FLUSH SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY
D209 202 K INTERIOR 1 LEAF - FLUSH SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY
D210 203 F INTERIOR 2 LEAF FLUSH POCKET - TWO SIDES 4' - 0" 7' - 6" 0' - 1 1/2"MAHOGANY MAHOGANY RECESSED DOOR
HARDWARE
D212 203 C INTERIOR 1 LEAF SHOWER SWING -DOUBLE ACTING 2' - 6" 7' - 6" 0' - 0 3/4"MAHOGANY Yes
D213 203 C SINGLE SWING SWING 2' - 6" 7' - 6" 0' - 1 3/4"GLASS Yes RECESSED DOOR
HARDWARE
D214 207 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY
D215 207 G EXTERIOR 2-LEAF FRENCH SLIDING - ONE SIDE 6' - 0" 7' - 6" 0' - 1 1/2" 45 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes Yes Yes Yes
D216 208 A SINGLE SWING SWING 2' - 10" 7' - 6" 0' - 1 3/4"MAHOGANY MAHOGANY
D217 208 C INTERIOR 1 LEAF SHOWER SWING -DOUBLE ACTING 2' - 6" 7' - 0" 0' - 0 3/4"GLASS Yes
THIRD FLOOR F.F.E.
D301 STAIR D EXTERIOR 1 LEAF FRENCH SWING 2' - 10" 6' - 8" 0' - 1 1/2" 18.88 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes
D302 STAIR D EXTERIOR 1 LEAF FRENCH SWING 2' - 10" 6' - 8" 0' - 1 1/2" 18.88 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION Yes
D303 STAIR J MAN-GATE SWING 3' - 0" 3' - 6" 0' - 1 1/2"WOOD WOOD
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
CASEMENT WINDOW 4-SASHCASEMENT WINDOW 1-SASHCASEMENT WINDOW 2-SASH CB A
CURTAIN WALL CORNER WINDOW -AFIXED WINDOW ED
G CURTAIN WALL
WIDTH
HE
I
G
H
T
HE
I
G
H
T
WIDTH
HE
I
G
H
T
WIDTH
CURTAIN WALL CORNER WINDOW -BF
WIDTH
HE
I
G
H
T
CASEMENT WINDOW 5-SASH -WITH FIXED CENTERH
HE
I
G
H
T
WIDTH
1' - 9 1/2"
6'
-
1
1
1
/
2
"
1' - 9 1/2"
6'
-
1
1
1
/
2
"
12.5 SQFT12.5 SQFT
2
11' - 5 1/4"
26
'
-
5
1
/
4
"
28
'
-
4
"
6'
-
5
1
/
2
"
1' - 4 1/2"
5'
-
1
0
3
/
4
"
1' - 4 1/2"
5'
-
1
0
3
/
4
"
6'
-
5
1
/
2
"
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
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1/2" = 1'-0"
A5.1.1
WINDOW
LEGEND
12
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Plan Check #
01/12/23
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
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A5.1.2
WINDOW
SCHEDULE
12
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Plan Check #
01/12/23
SWH WINDOW SCHEDULE_125 E. BAY FRONT
ROOM NEW TYPE DESCRIPTION OPERATION WIDTH HEIGHT HEAD HEIGHT SASH THICKNESS AREA SQFT FRAME MATERIAL SASH MATERIAL NEW Screen SHADE GLAZING MATERIAL TEMPERED COMMENTS
FIRST FLOOR F.F.E. = ESTABLISHED GRADE NAVD88
W101 102 B 1 SASH CASEMENT 3' - 0" 5' - 0" 8' - 0" 0' - 1 1/2" 15 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W102 103 B 1 SASH CASEMENT 2' - 6" 5' - 0" 8' - 0" 0' - 1 1/2" 12.5 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W103 103 B 1 SASH CASEMENT 2' - 6" 5' - 0" 8' - 0" 0' - 1 1/2" 12.5 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W104 101 B 1 SASH CASEMENT 2' - 6" 5' - 0" 8' - 0" 0' - 1 1/2" 15 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W105 101 B 1 SASH CASEMENT 2' - 6" 5' - 0" 8' - 0" 0' - 1 1/2" 15 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W106 205 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W107 205 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W108 206 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W109 206 B 1 SASH CASEMENT 2' - 0" 5' - 0" 8' - 0" 0' - 1 1/2" 10 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
SECOND FLOOR F.F.E.
W201 209 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W202 209 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W203 210 B 1 SASH CASEMENT 2' - 0" 3' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION YES EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W204 200 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W205 200 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W206 201 A 2 SASH CASEMENT 3' - 5" 4' - 6" 7' - 6" 0' - 1 1/2" 15.38 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W207 201 C 4 SASH CASEMENT 7' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 31.5 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W208 201 A 2 SASH CASEMENT 3' - 5" 4' - 6" 7' - 6" 0' - 1 1/2" 15.38 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W209 202 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W210 208 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION YES EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W211 207 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W212 207 B 1 SASH CASEMENT 2' - 0" 4' - 6" 7' - 6" 0' - 1 1/2" 9 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes Yes DUAL PANE -LOW E- UV PROTECTION NO EQUIPPED WITH WOCD DEVICE TO COMPLY WITH ASTM F2090-17
W213 203 H 3 SASH CASEMENT W/FIXED CENTER 10' - 0" 7' - 1" 7' - 6" 0' - 1 1/2" 71 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION YES CASEMENT AREA 12.5 SQFT EACH
THIRD FLOOR F.F.E.
W301 STAIR D FIXED FIXED 2' - 10" 6' - 8" 6' - 8" 0' - 1 1/2" 18.88 ALUMINUM CLAD - MAHOGANY ALUMINUM CLAD - MAHOGANY Yes DUAL PANE -LOW E- UV PROTECTION YES
2
2
Revision Schedule
#
Description
Date
2
Revision 1 Plan Check Corrections
11/08/2022
DOWNSPOUT
4" STREET ELBOW
STONE
PAVING
CONCRETE
SUBBASE
1'
-
0
"
WOOD SIDING
4" BASE OF MIN. 1/2"
CLEAN AGGREGATE
ADJACENT SLAB
ON GRADE
PRE-APPLIED
WATERPROOFING MEMBRANE
& VAPOR BARRIER
METAL FLASHING
TO ADJ. SURFACE
6"
M
I
N
.
BOTTOM PLATE
WEATHERPROOF WALL MEMBRANE;
OVERLAP FLASHING 4" MIN.
EXTERIOR SHEATHING
2 LAYERS WALL MEMBRANE
AT EXPOSED EDGE
WATERPROOFING MEMBRANE
INTERIOR WALL FINISH PER
PLANS
WOOD SIDING
EXTERIOR SHEATHING
PER STRUCTURAL
BUILDING WRAP
METAL FLASHING
2X FRAMING PER PLAN;
INSULATION PER TITLE 24
REPORT
BOTTOM PLATE
ANCHOR BOLTS SEE
STRUCTURAL
2 X TREATED SILL PLATE
FOUNDATION SEE
STRUCTURAL
VAPOR BARRIER
BENTONITE CLAY
WATERPROOFING MEMBRANE.
INSTALL PER MFR.
REQUIREMENTS. PROVIDE MIN. 4"
LAPS AT ALL SEAMS.
3" MIN. JOINT TAPE PER MFR.
REQUIREMENTS
SUBGRADE PER
SOILS REPORT
CONCRETE SLAB PER
STRUCTURAL DWGS.
3"
M
I
N
.
BENTONITE JOINT
COMPOUND WATERSTOP
SLAB POUR JOINT (WHERE
OCCURS)
4" LAYER OF CLEAN SAND
BASE
DRAINAGE SHEET
FLUID APPLIED
POLYURETHANE MEMBRANE
OR V.E. SELF ADHERED
MEMBRANE INSTALLED PER
MFR INSTRUCTIONS.
OVERLAP SEAMS AND APPLY
SO LAPS SHED WATER.
EXPANSION JOINT
WATERPROOFING TAPE
CONCRETE SLAB
PER STRUCTURAL
FOOTING & REBAR
PER STRUCTURAL
CONCRETE WALL & REBAR
PER STRUCTURAL
WATERPROOFING MEMBRANE
WATERPROOFING TAPE
RESEALABLE BENTONITE
WATERSTOP
A7.1.1
6 Sim
AT AREAS WITH HIGH ROOT GROWTH -PROVIDE A HDPE ROOT
BARRIER BTW THE DRAINAGE SHEET AND W.P. MEMBRANE
(FOOTING PER STRUCTURAL)1/2" MIN. CLEAN AGGREGATE
GRAVEL WITH
4" DIA. PERFORATED PIPE
(SEE BASEMENT PLAN FOR
PERIMETER DRAIN
LOCATIONS)
FILTER FABRIC AROUND
GRAVEL(SEE CIVIL)
1/2" THICK PROTECTION BOARD
DRAINAGE SHEET
FLUID APPLIED PLOYURETHANE
MEMBRANE OR V.E. SELF
ADHERED MEMBRANE
PROVIDE CONCRETE CANT AT
BACK OF WALL STEP, TYP.
RESEALABLE BENTONITE
WATERSTOP
STEEL REBAR
SIZE & LOCATION
PER STRUCTURAL
AT AREAS WITH HIGH ROOT GROWTH -PROVIDE A HDPE ROOT
BARRIER BTW THE DRAINAGE SHEET AND W.P. MEMBRANE
15 MIL MENBRANCE WITH ALL
SEAMS ADHERED AND TAPED
LAYER OF CARLISLE MIRACLAY
GMWITH BLACK ADS FACING
UPWARD,WITH ALL SEAMS
MASTIC’ED TOGETHER
AND SEALED WITH MIRADRI
860 6/8 INCH STRIPS
CARLISLE MIRAPLY H
(HORIZONTAL)COMBINED
WITH MIRAPLY V (VERTICAL)
ON WALLS. ALL DETAILED
WITH DOUBLE ADHEISION
TAPE AT CUT SEAMS AND
DETAIL TAPE AT ALL SEAMS
1/4 INCH FOAM BAORD
OVER SUBSTRATE
CARLISLE MIRA STOP EPOXY COATED REBAR TO TIE IN THE PROTECTION
SLAB TO THE MAIN STRUCTURAL SLAB
4”MINIMUM PROTECTION SLAB
REINFORCED WITH REBAR
TYING INTO STRUCTURAL
SLAB 36" ON CENTER 4" CONCRETE WASTE SLAB
(SLABS PER STRUCTURAL)
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
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As indicated
A7.1.1
FOUNDATION
DETAILS
12
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Plan Check #
01/12/23
1 1/2" = 1'-0"1 DOWNSPOUT AT EXTERIOR WALL
3" = 1'-0"3 WOOD SIDING DETAIL AT FOUNDATION
1 1/2" = 1'-0"4 FOOTING AT EXTERIOR WALL
1 1/2" = 1'-0"5 TYP. SLAB ON GRADE1
1" = 1'-0"2 CRAWLSPACE WALL FOUNDATION
1 1/2" = 1'-0"6 TYP. FOUNDATION FOOTING
1 1/2" = 1'-0"7 FOUNDATION / WATERPROOFING
Revision Schedule
#
Description
Date
ZINC-COATED
COPPER GUTTER
WOOD SIDING
CLASS "A" ROOF ASSEMBLY.
INSTALL PER MFR. INSTRUCTIONS.
SEE ROOF PLAN FOR SPECS.
LAP ONE LAYER OF
WATERPROOFING MEMBRANE
AT END OF ROOFING
OVER FRONT EDGE
PLYWOOD SHEATING PER
STRUCTURAL
ROOF AND CEILING FRAMING PER
STRUCTURAL
ZINC-COATED
COPPER ROOF
EDGE FLASHING
INSULATION PER
TITLE 24
0' - 3 1/2"
T&G
PLYWOOD SHEATING
2X OUTRIGGER
BLOCKING
EAVE VENT
PER ROOF
PLAN
SEE STRUCTURAL FOR
CONNECTION OF
ROOF FRAMING TO
WALL FRAMING TYP.
ROOF FRAMING
PER STRUCTURAL, TYP.
TWO LAYERS OF #40
ROOFING PAPER
AT CANT FLASHING, TYP.
2X FLAT NAILER
ROOF SHT'G.
PER STRUCTURAL
CLASS "A" SLATE ROOFING,
INSTALL PER MFG. SPECS.
2X4 FRAMING
5/8" PLYWOOD TYP.
FLASHING
AND COUNTER FLASHING
2X NAILER
"C" RETURN, TYP.
8"
M
I
N
.
4"
M
I
N
.
2' - 0"
VARIES SEE PLAN
SEE STRUCTURAL FOR
CONNECTION OF
ROOF FRAMING TO WALL
FRAMING TYP.
CLASS "A" SLATE ROOFING,
INSTALL PER MFG. SPECS.
FLASHING
AND COUNTER
FLASHING 4" MIN.
SELF ADHERED
MEMBRANE AT ALL
ROOF TRANSITIONS
ROOF SHEATHING
PER STRUCTURAL
DBL LAYER OF CLASS 'A'
UNDERLAYMENT UNDER
STANDARD
UNDERLAYMENT PER
ROOFING MANF.
ROOF FRAMING PER
STRUCTURAL TYP.
PROVIDE (1) CONTINUOUS LAYER
OF GRACE "ULTRA" OR EQUAL
WATERPROOFING MEMBRANE
UNDER VALLEY FLASHING
TWO LAYERS #40
ROOFING FELT
CLASS "A" ROOF ASSEMBLY.
INSTALL PER MFR INSTRUCTIONS.
SEE ROOF PLAN FOR SPECS.
ROOFING CLEATS @ 24" O.C. MIN.
PER MFR. REQUIREMENTS, TYP.
BONDERIZED VALLEY
FLASHING W/ 1" "V" CRIMP AT
CENTER
ROOF FRAMING PER
STRUCTURAL
DRAWINGS
24" MI N.0' - 5" MIN.
ROOF FRAMING PER
STRUCTURAL DRAWINGS
FACTORY RIDGE PIECE,
INSTALL PER MFR. SPECS.
CLASS "A" ROOF ASSEMBLY.
INSTALL PER MFR. INSTRUCTIONS.
SEE ROOF PLAN FOR SPECS.
INSULATION PER TITLE 24
DBL LAYER OF CLASS 'A' UNDERLAYMENT
UNDER STANDARD UNDERLAYMENT PER
ROOFING MANF.; LAP ONE LAYER OF SELF
ADHERED WATERPROOFING MEMBRANE
AT RIDGE ENDS
ROOF VENT PER ROOF
PLAN
ZINC-COATED
COPPER GUTTER
WOOD SIDING
INSULATION PER
TITLE 24
T&G
EAVE VENT
PER ROOF
PLAN
CLASS "A" ROOF ASSEMBLY.
INSTALL PER MFR. INSTRUCTIONS.
SEE ROOF PLAN FOR SPECS.
LAP ONE LAYER OF
WATERPROOFING MEMBRANE
AT END OF ROOFING
OVER FRONT EDGE
ROOF AND CEILING FRAMING PER
STRUCTURAL
PLYWOOD SHEATING
TOP OF PLATE
ZINC-COATED
COPPER ROOF
EDGE FLASHING
3'
-
6
"
EXTERIOR GUARD RAIL
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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1 1/2" = 1'-0"
A7.3.1
ROOF DETAILS
12
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Plan Check #
01/12/23
1 1/2" = 1'-0"2 ROOF EAVE @ WOOD SIDING
1 1/2" = 1'-0"3 ROOF SADDLE
1 1/2" = 1'-0"4 ROOF TO WALL
1 1/2" = 1'-0"5 ROOF VALLEY
1 1/2" = 1'-0"1 ROOF RIDGE
1 1/2" = 1'-0"6 EXTERIOR GUARD RAIL
Revision Schedule
#
Description
Date
NOTES:
1) TACK SOLDER COPPER MESH ON
PAN FLASHING TO RECEIVE
SETTING BED AT STONE
THRESHOLD.
2) THRESHOLD PAN FLASHING
MUST BE FULLY SUPPORTED ON
SOLID SUBSTRATE
3) THE SILL PAN FLASHING SHOULD
ONLY BE FASTENED THRU THE
JAMBS, THE WINDOWS, IF NOT
NAIL-ON TYPE SHOULD ALSO ONLY
BE FASTENED THRU THE JAMB.
THERE SHOULD BE NO HOLES IN
THE SILL.
1 PIECE FULLY
SOLDERED
THRESHOLD PAN
FLASHING REFER
TO DETAILS
NOTES FOR
SPECS.
1/2" MIN. EXTEND VERTICAL
BACK DAM TO WITHIN 1/4"
FROM TOP OF FINISH DOOR
3" MIN. INTO SOIL OR
BEHIND HARDSCAPE
6" MIN.
6"
SLOPE
SLOPE
VARIES 3"
MIN.
4"
PITCH
METAL SILL PAN
X
SILL DETAIL
GRIDLINE FOR
REFERENCE
BACKER ROD AND SEALANT
CONCRETE
FOUNDATION
STONE SILL
0'
-
0
1
/
4
"
FIRST FLOOR
TOP OF FINISH
FLOOR FINISH
PER PLAN
PLYWOOD
SUBFLOOR
0'
-
1
"
SHIM SPACE
EXTERIOR FINISH
SEE LANDSCAPE
DWG'S
CUT DOW FNDTN
WALL AS REQ'D
W.R. GRACE 'BITHUTHENE"
BELOW GRADE W.P.
MEMBRANE L.A. RR24386
(E) CONC SLAB
DRAINAGE SHEET
P.T. BLOCKING AS
REQ'D
VI
F
LEVELING BED
DOOR
ALIGN
WOOD SILL
DOOR PER SCHEDULE
2X WOOD FRAMING,
SEE STRUCT.
BUILDING WRAP OVER
EXTERIOR GRADE
PLYWOOD
CONTINUOUS SELF-ADHERING
"BITUTHANE" WATERPROOFING
MEMBRANE
INSULATION PER TITLE 24
REQUIREMENTS
PTD. WOOD JAMB
EXTENSION
PTD. WOOD TRIM
PROFILE TBD
HEAD DETAIL
(JAMB SIM)
BACKER ROD AND SEALANT
WOOD HEADER PER
STRUCTURAL DWG'S
WOOD BLOCKING
CONTINUOUS SELF-ADHERING
"BITUTHANE" WATERPROOFING
MEMBRANE
METAL DRIP EDGE
BLOCKING
DOOR HEAD
HEIGHT
PITCH
DOOR PER SCHEDULE
CONTINUOUS SELF-ADHERING
"BITUTHANE" WATERPROOFING
MEMBRANE
INSULATION PER TITLE 24
REQUIREMENTS
METAL SILL
PAN
SILL
PTD. WOOD JAMB
EXTENSION
PTD. WOOD TRIM
PROFILE TBD
SILL DETAIL
BACKER ROD AND SEALANT
WOOD HEADER PER
STRUCTURAL DWG'S
2X4 INTERIOR
WALL FRAMING
METAL DRIP EDGE
BACKER ROD AND SEALANT
CONCRETE
FOUNDATION WALL
DOOR HEAD
HEIGHT
FIRST FLOOR
TOP OF FINISH
FLOOR FINISH PER PLAN
SUBFLOOR
0'
-
0
3
1
/
3
2
"
SHIM
SPACE
EXTERIOR FINISH
SEE LANDSCAPE
DWG'S
CUT DOWN EXISTING
FNDTN WALL AS
REQ'D
W.R. GRACE 'BITHUTHENE"
BELOW GRADE W.P.
MEMBRANE L.A. RR24386
DRAINAGE SHEET
BLOCKING
VI
F
LEVELING BED AS REQ'D
0'
-
0
5
7
/
1
2
8
"
0' - 0 5/8"VIF W/ DOOR MANUF. & FLOOR PLAN
0' - 8 79/128"
BUILDING WRAP OVER
EXTERIOR GRADE
PLYWOOD
WOOD SIDING
ATTACHMENT
PER STRUCT DETAILS
BUILDING PAPER
PLYWOOD
SHEATHING
SEAL AND CAULK AS
NECESSARY TO
AVOID WATER INTRUSION
INTERIOR WALL FINISH,
REFER TO INT. ELEV.
OR/AND PLANS
CONTINUOUS
WATERPROOFING
MEMBRANE AROUND
OPENING
DOOR HEADER, REFER TO
STRUCTURAL
WOOD FURRING
INTERIOR
EXTERIOR
MOTORCOURT /
DRIVEWAY
WOOD CLAD (BOTH SIDES)
SECTION GARAGE
DOOR, REFER TO DOOR
SCHEDULE FOR SPECS.
INSTALL PER MFTR.
RECOMMENDATIONS.
WEATHER STRIPPING, REFER TO
DOOR SCHEDULE FOR SPECS
SLOPE PER PLAN
SLOPE PER PLAN
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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3" = 1'-0"
A7.4.1
DOOR DETAILS
12
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Plan Check #
01/12/23
3" = 1'-0"1
DOOR PAN FLASHING DETAIL AT DECKS (TYP DOOR PAN DETAIL
SIMILAR)
3" = 1'-0"2 EXTERIOR SWING DOOR
3" = 1'-0"3 EXTERIOR SLIDING DOOR
3" = 1'-0"4 GARAGE DOOR HEAD DETAIL
3" = 1'-0"5 GARAGE THRESHOLD DETAIL
Revision Schedule
#
Description
Date
CAULK AND PAINT ALL JOINTS,
TYP.
PAINTED WOOD HEAD
WALL FINISH PER SCHEDULE
AND INT. ELEVATIONS
HEADER PER
STRUCTURAL
SHIM
0'
-
1
1
/
4
"
0' - 0 5/8"0' - 0 5/8"
PAINTED WOOD
JAMB
WALL FINISH PER SCHEDULE
AND INT. ELEVATIONS
2X FRAMING
EDGE OF THRESHOLD
BELOW (WHERE OCCURS)
SHIM 0'
-
0
5
/
8
"
0'
-
0
5
/
8
"
0' - 1 1/4"
1 1/4" JAMB/ CASING
TO MATCH DOOR IN
FINISH
CASING 5/8" PROUD
FROM PLASTER
SE
E
D
O
O
R
S
C
H
E
D
U
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0' - 1 1/4"
HORIZONTAL
DIRECTION ON ALL
RAILS: TYP.
DOOR JAMB / CASING: 5/8"
PROUD FROM PLASTER
1/2" STEP BETWEEN
RAILS, STILES, AND
RECESSED PANEL
WOOD DOOR, FINISH
PER DOOR SCHEDULE
3'
-
0
"
1'
-
1
0
"
0'
-
3
"
0'
-
3
"
0' - 5"0' - 1 1/4" JAMB / CASING
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
HORIZONTAL
DIRECTION ON ALL
RAILS: TYP.
0'
-
3
"
0'
-
3
"
0' - 5"0' - 1 1/4" JAMB / CASING
3'
-
0
"
SEE DOOR SCHEDULE
1 1/4" CASING TO
MATCH DOOR IN
FINISH
0' - 1 1/4"
1 3/4" THICK DOOR
1/2" STEP BETWEEN
RAILS, STILES AND
RECESSED PANEL
WOOD DOOR,
FINISH PER DOOR
SCHEDULE
0' - 5"
SE
E
D
O
O
R
S
C
H
E
D
U
L
E
DOOR JAMB / CASING: 5/8"
PROUD FROM PLASTER
0' - 2 1/2"
POCKET SLIDER
OPTION
0'
-
1
1
/
4
"
0' - 0 5/8"
WOOD DOOR; SEE
SCHEDULE
DOOR HEAD
0"
HEADER PER
STRUCTURAL
SHIM SPACE
FRY REGLET "J" MOLDING
WOOD DOOR TRIM TO
MATCH DOOR FINISH
PAINTED 5/8" DRYWALL W/
VENEER PLASTER
THERMAL INSULATION
SEE TITLE 24
0'
-
1
1
/
4
"
0' - 0 1/2"
WOOD DOOR; SEE
SCHEDULE
DOOR HEAD
0"
SHIM SPACE
FRY REGLET "J" MOLDING
WOOD DOOR JAMB TO
MATCH DOOR FINISH
TRIMMER AND KING STUD
PER STRUCTURAL
PAINTED 5/8" DRYWALL W/
VENEER PLASTER
THERMAL INSULATION
SEE TITLE 24
0' - 0 5/8"
5/8" GYP BOARD WITH
VENEER PLASTER OR
T&G SIDING, TYP.
THERMAL WALL
INSULATION, SEE TITLE 24
WOOD HEADER, SEE
STRUCTURAL PLANS
FRY REGLET "J" MOLDING
WOOD DOOR TRIM TO
MATCH DOOR FINISH
SHIM SPACER
WOOD DOOR SEE
SCHEDULE
3/4" T&G OVER 5/8" GYP
BOARD WHERE IT
OCCURS.
0' - 0 5/8"
0'
-
1
1
/
4
"
DOOR HEAD
0"
0'
-
1
1
/
4
"
0' - 0 5/8"0' - 0 5/8"
5/8" GYP BOARD WITH PLASTER
OR T&G SIDING, TYP.
THERMAL WALL
INSULATION, SEE TITLE 24
2X6 WOOD FRAMING, SEE
STRUCT.
FRY REGLET "J" MOLDING
WOOD DOOR TRIM TO
MATCH DOOR FINISH
EDGE PULL
RECESSED FACE PULL
SHIM SPACE
WOOD DOOR SEE
SCHEDULD
SHIM
5/8" PTD. GYP. BD., TYP.
WOOD STUD PER
STRUCTURAL
0' - 0 5/8"0' - 0 5/8"
5/8" GYP WALL WITH
1/8" THK PLASTER
DOOR JAMB BEYOND
PROUD FROM FIN.
WALL 1/2"
0' - 0 5/8"
0' - 0 1/8"
1X3 WOOD BASE
FLUSH W/
PLASTER WALL
FINISH FLOOR
0"
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
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As indicated
A7.4.2
DOOR DETAILS
12
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Plan Check #
01/12/23
3" = 1'-0"7 INTERIOR OPENING HEAD
3" = 1'-0"6 INTERIOR OPENING JAMB
1" = 1'-0"10 CASED OPENING DOOR
1" = 1'-0"9 DOUBLE DOOR
1" = 1'-0"8 SWING & POCKET DOOR
3" = 1'-0"1 INTERIOR DOOR HEAD DETAIL
3" = 1'-0"2 INTERIOR DOOR JAMB DETAILS "B"
3" = 1'-0"4 POCKET DOOR HEAD DETAIL
3" = 1'-0"5 POCKET DOOR JAMB DETAIL
3" = 1'-0"3 WOOD BASE DETAIL
Revision Schedule
#
Description
Date
PITCH
WINDOW PER SCHEDULE
2X WOOD FRAMING, SEE STRUCT.
BUILDING WRAP OVER
EXTERIOR GRADE
PLYWOOD
CONTINUOUS SELF-ADHERING
"BITUTHANE" WATERPROOFING
MEMBRANE
INSULATION PER TITLE 24
REQUIREMENTS
METAL SILL PAN (SEE
SPECS) W/ DRIP EDGE
SILL W/ DRIP
PTD. WOOD SILL
NOSING DETAIL TBD
PTD. WOOD TRIM
PROFILE TBD
HEAD DETAIL
SILL DETAIL
BACKER ROD AND SEALANT
WOOD HEADER PER
STRUCTURAL DWG'S
WOOD BLOCKING
CONTINUOUS SELF-ADHERING
"BITUTHANE" WATERPROOFING
MEMBRANE
METAL DRIP EDGE
BACKER ROD AND SEALANT
PTD. GYPSUM
WALL BOARD
HEAD HEIGHT
PTD. WOOD JAMB
EXTENSION W/ BLK'G AS
REQ'D
JAMB DETAIL
WOOD FRAMING
WINDOW HANDLE SHOWN
DASHED (IN VERT. ORIENTATION)
FOR REFERENCE
SILL BELOW
BUILDING WRAP
(PLAN VIEW)
WOOD SIDING
WOOD SIDING
FURRING STRIP
0'
-
1
1
/
4
"
0'
-
1
1
/
4
"
0' - 0 5/8"
0' - 0 5/8"
0'
-
1
1
/
4
"
0' - 0 5/8"
WOOD HEADER,
SEE STRUCT.
WOOD SHIMS
WINDOW; SEE
WINDOW SCHEDULE
METAL FLASHING;
SEE SPEC
CONTINUOUS SELF-ADHERING
"BITUTHANE" WATERPROOFING
MEMBRANE
BUILDING WRAP
EXTERIOR
HORIZONTAL WOOD
SIDING
WOOD FRAMING PER
STRUCTURAL;
INSULATION PER TITLE 24
REPORT
INTERIOR WALL FINISH
PER PLANS
WOOD FURRING
0' - 0 5/8"
0'
-
1
1
/
4
"
WOOD SHIMS
CONTINUOUS SELF-ADHERING
"BITUTHANE" WATERPROOFING
MEMBRANE
BUILDING WRAP
WOOOD FRAMING
PER STRUCTURAL;
INSULATION PER
TITLE 24 ENERGY
REPORT
INTERIOR WALL
FINISH PER
PLANS
EXTERIOR SHEATHING PER
STRUCTURAL
EXTERIOR HORIZONTAL
WOOD SIDING
0' - 1 1/4"
0'
-
0
5
/
8
"
WOOD SHIMS
WINDOW; SEE
WINDOW SCHEDULE
CONTINUOUS SELF-ADHERING
"BITUTHANE" WATERPROOFING
MEMBRANE
BUILDING WRAP
WOOD FRAMING PER
STRUCTURAL;
INSULATION PER TITLE 24
REPORT
INTERIOR WALL FINISH
PER PLANSEXTERIOR HORIZONTAL
WOOD SIDING
EXTERIOR
SHEATHING PER
STRUCTURAL
WOOD FURRING 0' - 0 5/8"
0'
-
1
1
/
4
"
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
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As indicated
A7.4.3
WINDOW
DETAILS
12
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Plan Check #
01/12/23
12" = 1'-0"5 TYPICAL FLASHING DETAIL
3" = 1'-0"4 EXTERIOR WINDOW
3" = 1'-0"1 WINDOW HEAD DETAIL
3" = 1'-0"3 WINDOW JAMB DETAIL
3" = 1'-0"2 WINDOW SILL DETAIL
Revision Schedule
#
Description
Date
MIN. TREAD DETH 10"
SEE PLAN
WOOD OR STONE TREADS,
REFER TO PLANS FOR
FINISH, TYP.
1
1
/
2
"
MAX RISER HEIGHT 7.75"
SE
E
P
L
A
N
S
MITERED EDGE
3/4" PLYWOOD
RISERS TYP.
2X SHAPED STRINGERS
SEE STRUCTURAL DWGS
5/8" TYPE "X" GYP. BD.
UNDER STRINGERS
WHERE
USEABLE SPACE
OCCURS TYP.
1"
PTD. WOOD RISERS, REFER
TO PLANS FOR FINISH, TYP.
MIN. TREAD DEPTH 10"
SEE PLAN
WOOD OR STONE TREADS,
REFER TO PLANS FOR
FINISH, TYP.
1
1
/
2
"
MAX RISER HEIGHT 7.75"
SE
E
P
L
A
N
S
WOOD OR STONE
FLOOR AT LANDING
3/4" PLYWOOD
RISERS TYP.
2X SHAPED
STRINGERS
SEE STRUCTURAL
DWGS
5/8" TYPE "X" GYP. BD.
UNDER STRINGERS
WHERE
USEABLE SPACE
OCCURS TYP.
PLYWOOD SHEATHING
PER STRUCTURAL
1-1/2" THICK
LIGHT WEIGHT
CONCRETE
EASED EDGE HEADER OR FLOOR
JOISTS
SEE STRUCTURAL
MITERED EDGE, TYP.
WOOD OR STONE RISERS,
REFER TO PLANS FOR
FINISH, TYP.
GENERAL NOTES FOR ALL
STAIRWAYS
AND STEPS:
A. THE LARGEST RISE OR RUN IN A
FLIGHT OF STAIRS MAY NOT EXCEED
THE SMALLEST BY MORE THAN 3/8".
B. THE TOP OF THE HANDRAILS
(REQUIRED FOR 4 OR MORE RISERS
SHALL BE PLACED NOT LESS THAN 34"
NOR MORE THAN 38" ABOVE TREAD
NOSING. (R311.7.8.1)
C. HANDGRIP PORTION OF THE
HANDRAIL SHALL BE NOT LESS THAT
1-1/4" NORE MORE THAN 2" IN CROSS-
SECTIONAL DIMENSION HAVING A
SMOOTH SURFACE WITH NO SHARP
CORNERS (R311.7.8.3) WITH ENDS
RETURNED TO WALL OR TERMINATE
AT NEWEL OR SAFETY POST.
D. OPEN GUARDRAILS SHALL HAVE
INTERMEDIATE RAILS OR AN
ORNAMENTAL PATTERN SUCH THAT A
SPHERE 4" IN DIAMETER CANNOT
PASS THROUGH R312.1.3)
E. MINIMUM 36" CLEAR WIDTH.
(R311.7.1)
F. MINIMUM 6'-8" HEADROOM
CLEARANCE. (R311.7.2)
G. WINDER TREADS SHALL COMPLY
WITH SECTION R311.7.5.2.1.
H. ALL INTERIOR AND EXTERIOR
STAIRWAYS SHALL BE ILLUMINATED.
(R303.7)
GAURDRAIL DETAIL
WROUGHT IRON
BALUSTER
WROUGHT IRON
HANDRAIL BY
JULIUS BLUM OR
EQ FINAL DESIGN
TBD W/ SAMPLE
3'
-
6
"
7
3
/
4
"
M
A
X
.
34
"
T
O
3
8
"
MAX.
0' - 2"
4" SPHERE IN DIAMETER
CANNOT PASS THROUGH
10" MAX
METAL COLLAR
FINAL DESIGN
& SPACING
TBD W/
SAMPLE
3'
-
6
"
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
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1 1/2" = 1'-0"
A7.5.1
STAIR DETAILS
12
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Plan Check #
01/12/23
1 1/2" = 1'-0"1 STAIRS AT BOTTOM LANDING
1 1/2" = 1'-0"2 STAIRS AT 2ND FLOOR LANDING
1 1/2" = 1'-0"3 STAIR RAILING
Revision Schedule
#
Description
Date
FINISH FLOOR
3/4" SQUARE WROUGHT
IRON BALUSTER TYP
2-1/4" WIDE WROUGHT
IRON HAND RAIL
INTERMEDIATE
SUPPORT AS REQ'D
3'
-
6
"
M
I
N
.
4" SPHERE IN DIAMETER
CANNOT PASS
THROUGH
4" SPHERE IN DIAMETER
CANNOT PASS
THROUGH
R 0' - 2"
R 0' - 2"
FINISH FLOOR
4" SPHERE IN DIAMETER
CANNOT PASS
THROUGH
4" SPHERE IN DIAMETER
CANNOT PASS
THROUGH
3'
-
6
"
M
I
N
.
4" SPHERE IN DIAMETER
CANNOT PASS
THROUGH
R 0' - 2"
R 0' - 2"
R 0' - 2"
1 1/2" X 4" WOODEN
HANDRAIL
1 1/2" X 1 1/2" WOODEN
PROFILE
1 1/2" X 4" WOODEN
PROFILE
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
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1 1/2" = 1'-0"
A7.5.3
RAILING DETAILS
12
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Plan Check #
01/12/23
1 1/2" = 1'-0"1 INTERIOR RAILING DETAIL
1 1/2" = 1'-0"2 EXTERIOR RAILING DETAIL
Revision Schedule
#
Description
Date
INTERIOR WALL FINISH PER PLANSEXTERIOR
HORIZONTAL
WOOD SIDING
2X FRAMING PER PLAN;
INSULATION PER TITLE 24
REPORT
INTERIOR FLOOR FINISH PER PLANS
FLOOR JOISTS PER STRUCTURAL
2X FRAMING PER PLAN;
INSULATION PER TITLE 24
REPORT
INTERIOR WALL FINISH PER PLANS
EXTERIOR SHEATHING
PER STRUCTURAL
BUILDING WRAP
5/8" GYPSUM BOARD U.N.O.
POWER VENT
FIREPLACE FLUE
FINISH FLOOR
TOP OF PLATE
FINISH CEILING
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
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1 1/2" = 1'-0"
A7.6.3
CHIMNEY
DETAILS
12
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Plan Check #
01/12/23
1 1/2" = 1'-0"1 HORIZONTAL POWER VENT
Revision Schedule
#
Description
Date
WOOD FRAMING
1/2" CEMENT BACKING BOARD. TAPE
AND SEAL ALL JOINTS AND
PENETRATIONS PER MFR.
INSTRUCTIONS.
POLYMER MODIFIED THIN SET
SHOWER FINISH. SEE INTERIOR
ELEVATIONS AND MATERIAL
SCHEDULES FOR SPECS.
HYDRO BAN, COLD LIQUID-
APPLIED ELASTOMERIC
WATERPROOF MEMBRANE BY
LATICRETE. INSTALL PER MFR.
INSTRUCTIONS.
BENCH FINISH WITH
MITERED EDGES ON ALL
EXPOSED SIDES. SEE
INTERIOR ELEVATIONS.
SOUND ATTENUATION BATTS
GALVANIZED STEEL BENCH
SUPPORT. REFER TO
STRUCTURAL DWGS.
CONTINUOUS SEALANT JOINT
CONTINUOUS SEALANT JOINT
0'
-
5
"
1/8"/ FT. MAX.
WASH
BENCH DEPTH
PER INTERIOR ELEVATIONS
TILE PER INT. ELEV.
"HOT MOP" PAN
1 1/8" PLYWOOD
2X6 @ 16" O.C.TYP.
2X BLOCK
NAIL PER STRUCTURAL
2X LEDGER
2X STUD WALL
MITER CORNERS
TYP. EASE EDGE
SETTING BED
SLOPE TO DRAIN
SLOPE TOP
STONE 1/2"
STONE OR TILE SEE
INT. ELEV.
SLAB STONE
PER PLAN
TOP OF FINISH FLOOR
P.T. SILL1/2" PLYWOOD
2X TOP PLATE
4"
1' - 6"
P.T. SILL
2X @ 16" O.C. TYP.
HYDRO-BAN, COLD LIQUID-APPLIED
ELASTOMERIC WATERPROOF
MEMBRANE BY LATICRETE. INSTALL
PER MFR. INSTRUCTIONS.
POLYMER MODIFIED CONCRETE
MORTAR BED PRE-SLOPED TO
DRAIN OVER METAL LATH
STRUCTURAL FLOOR
ASSEMBLY. REFER
TO STRUCTURAL
DWGS
SHOWER FINISH. SEE FINISH FLOOR
PLANS AND MATERIAL SCHEDULES
FOR SPECS.
POLYMER FORTIFIED THIN SET
BOND COAT AT FLOOR AND
WALLS
F.F.
SOUND ATTENTUATION BATTS,
WHERE OCCURS
2x BLOCKING, AS NEEDED
CONTINUOUS JOINT SEALANT
COMPATIBLE WITH WATERPROOFING
SYSTEM
GALVANIZED METAL LATH
FASTENED TO SLAB ON GRADE
1/2" CEMENT BACKER BOARD. TAPE
AND SEAL ALL JOINTS AND
PENETRATIONS. FOLLOW MFR.
INSTRUCTIONS.
1/4" / FT. MIN.
SLOPE
0' - 1"
TILE FLOOR. SEE FINISH FLOOR
PLANS AND MATERIAL
SCHEDULES FOR SPECS.
SITE SIZEABLE INFINITY S.S. LINEAR
DRAIN -S-TIFAS 65 W/ TILE INSET TO
MATCH ADJ FLOORING. FOLLOW
MFR. INSTRUCTIONS.
PRIMARY SHOWER PAN. GACOFLEX
UB-64 COLD LIQUID-APPLIED
ELASTOMERIC WATERPROOF
MEMBRANE BY GACO WESTERN.
CONCRETE MORTAR SETTING
BED MIN. 4" x 6" 20 GA. S.S. BASE
FLASHING ATTACHED TO DECK
WITH RING SHANK NAILS @ 3" O.C.
IN "W" PATTERN. "SCUFF AND
PRIME" FLASHING AFTER NAILING
TO PROMOTE ADHESION WITH
WATERPROOFING.
PLYWOOD FLOOR SHEATHING
STEP ON CONCRETE SLAB
MIN.
3"
HYDRO-BAN, COLD LIQUID-APPLIED
ELASTOMERIC WATERPROOF
MEMBRANE BY LATICRETE. INSTALL
PER MFR. INSTRUCTIONS.
PLYWOOD SHEATHING SUBSTRATE
DEPRESSED AT SHOWERS. REFER TO
STRUCTURAL DWGS. PLYWOOD EDGES
TO BE T&G WITH BLOCKING AT EDGES
AND SEAMS, AS REQUIRED.
POLYMER MODIFIED CONCRETE
MORTAR BED PRE-SLOPED TO
DRAIN OVER METAL LATH
STRUCTURAL FLOOR
ASSEMBLY. REFER
TO STRUCTURAL
DWGS
SHOWER FINISH. SEE FINISH FLOOR
PLANS AND MATERIAL SCHEDULES
FOR SPECS.
POLYMER FORTIFIED THIN SET
BOND COAT AT FLOOR AND
WALLS F.F.
SOUND ATTENTUATION BATTS,
WHERE OCCURS
2x BLOCKING, AS NEEDED
CONTINUOUS JOINT SEALANT
COMPATIBLE WITH WATERPROOFING
SYSTEM
GALVANIZED METAL LATH
FASTENED TO DECK SHEATHING
1/2" CEMENT BACKER BOARD. TAPE
AND SEAL ALL JOINTS AND
PENETRATIONS. FOLLOW MFR.
INSTRUCTIONS.
1/4" / FT. MIN.
SLOPE
0' - 1"
TILE FLOOR. SEE FINISH FLOOR
PLANS AND MATERIAL
SCHEDULES FOR SPECS.
SITE SIZEABLE INFINITY S.S. LINEAR
DRAIN -S-TIFAS 65 W/ TILE INSET TO
MATCH ADJ FLOORING. FOLLOW
MFR. INSTRUCTIONS.
PRIMARY SHOWER PAN. GACOFLEX
UB-64 COLD LIQUID-APPLIED
ELASTOMERIC WATERPROOF
MEMBRANE BY GACO WESTERN.
CONCRETE MORTAR SETTING
BED
MIN.
0'
-
3
"
MIN. 4" x 6" 20 GA. S.S. BASE
FLASHING ATTACHED TO DECK
WITH RING SHANK NAILS @ 3"
O.C. IN "W" PATTERN. "SCUFF
AND PRIME" FLASHING AFTER
NAILING TO PROMOTE ADHESION
WITH WATERPROOFING.
PLYWOOD FLOOR SHEATHING
WOOD FRAMING
WOOD FRAMING/ BLOCKING
1/2" CEMENT BACKING BOARD.
TAPE AND SEAL ALL JOINTS AND
PENETRATIONS PER MFR.
INSTRUCTIONS.
POLYMER MODIFIED THIN SET
SHOWER FINISH. SEE INTERIOR
ELEVATIONS AND MATERIAL
SCHEDULES FOR SPECS.
1/2" CDX PLYWOOD BACKING
HYDRO BAN, COLD LIQUID-
APPLIED ELASTOMERIC
WATERPROOF MEMBRANE BY
LATICRETE. INSTALL PER MFR.
INSTRUCTIONS.
(@ 2x6 FRAMING)
0' - 5" ±
NI
C
H
E
H
E
I
G
H
T
(S
E
E
I
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R
EL
E
V
S
.
F
O
R
DI
M
E
N
S
I
O
N
S
)
SHAMPOO NICHE FINISH WITH
MITERED EDGES, TYP. SEE
INTERIOR ELEVATIONS.
SOUND ATTENUATION BATTS
WI
T
H
S
T
O
N
E
/
T
I
L
E
J
O
I
N
T
S
OV
E
R
S
I
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S
O
I
T
A
L
I
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N
S
1/4 : 12
SLOPE
CONTINUOUS SILICONE
JOINT
STONE SLAB BACK SPLASH. SEE
INTEIROR ELEVATIONS AND
MATERIAL SCHEDULE FOR
LOCATIONS AND SPECS.
THIN SET
1/2" CEMENT BOARD
BACKING. SHIM AS
REQUIRED. TAPE AND FILL
ALL JOINTS AND CORNERS.
MIN. 15# SATURATED FELT
MEMBRANE OVER WELL BRACED
WOOD FRAMING
2x WOOD FRAMED FURRING WALL
RIGID FOAM INSULATION PER
T-24. TAPE AND SEAL ALL JOINTS.
BATH TUB
CAULK JOINT
REFER TO PLANS
STONE SLAB. SEE INTERIOR
ELEVATIONS AND MATERIALS
SCHEDULE.
PE
R
I
N
T
.
E
L
E
V
.
2X LAYERS 5/8" WATER RESISTANT
GYP. BD. INSTALL PER MFR.
SPECIFICATIONS.
OR FURRING STRIPS
AL
I
G
N
CAULK JOINT
BATHTUB;
REFER TO PLUMBING
SCHEDULE AND PLANS
2X FRAMING AT 16" B
MIN. 15# SATURATED FELT
MEMBRANE OVER WELL
BRACED WOOD FRAMING
MITERED CORNERS, TYP.
FINISH FLOOR
FOAM BACKER ROD UNDER
CAULK AT PERIMETER WALL
INTERSECTION, TYP.
FINISH FLOOR; REFER
TO FINISH PLANS
1/2" CEMENT BOARD
BACKING. SHIM AS
REQUIRED. TAPE AND FILL
ALL JOINTS AND CORNERS.
THIN SET
STONE SLAB. SEE INTERIOR
ELEVATIONS AND MATERIALS
SCHEDULE.
1'
-
8
3
/
4
"
AL
I
G
N
EDGE PULL AT BOTTOM
OF CABINET DOOR
"EUROPEAN-STYLE" HINGES
(3) 3/8" ADJUSTABLE GLASS SHELVES,
SPACED EQUALLY IN CABINET
1/2" PLYWOOD BACK
GYP. BD., TYP
AL
I
G
N
"L" METAL EDGE AT END OF
GYP. BD., ALL AROUND OPENING
WOOD DOOR, PAINT TO
MATCH ADJ. WALL
U.N.O.;
PUSH LATCH
HARDWARE SE
E
I
N
T
.
E
L
E
V
A
T
I
O
N
S
F
O
R
S
I
Z
E
1/2" PLYWOOD
EQ EQ
WOOD FRAMING PER STRUCTURAL
WET-AREA RATED DRYWALL
("GREENBOARD" OR EQUIVALENT).
INSTALL IN ALL BATHROOMS PER
MFR. INSTRUCTIONS.
STONE SLAB OR TILE OVER BACKING
BOARD AND THIN-SET MORTAR. SEE
INT. ELEVATIONS AND FINISH
SCHEDULE
STONE 1/8" PROUD OF ADJ.
DRYWALL W/ EASED EDGE
WET-AREA RATED DRYWALL
("GREENBOARD" OR EQUIVALENT).
INSTALL IN ALL BATHROOMS PER
MFR. INSTRUCTIONS.
THIN-SET MORTAR
FINISH FLOOR
STONE SLAB OR TILE, SEE INT.
ELEVATIONS AND FINISH
SCHEDULE
BACKING BOARD
PE
R
I
N
T
.
E
L
E
V
A
T
I
O
N
S
STONE 1/8" PROUD OF ADJ.
DRYWALL W/ EASED EDGE
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
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l
s
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As indicated
A7.10.1
BATH DETAILS
12
5
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Plan Check #
01/12/23
3" = 1'-0"1 FLOATING SHOWER BENCH
1 1/2" = 1'-0"2 SHOWER BENCH DETAIL
3" = 1'-0"3 SHOWER DRAIN @ CONC. SLAB
3" = 1'-0"4 SHOWER DRAIN WALL @ LINEAR DRAIN
3" = 1'-0"5 SHAMPOO NICHE PLAN
3" = 1'-0"7 STONE BACKSPLASH @ BATHTUB
3" = 1'-0"8 BATHTUB DECK (WITHOUT GLASS ENCLOSURE)
3" = 1'-0"9 FLUSH TP NICHE
3" = 1'-0"6 DRYWALL TO STONE SLAB TRANSITION (PLAN VIEW)
3" = 1'-0"10 BASE DETAIL @ BATHROOMS
Revision Schedule
#
Description
Date
CEILING JOIST, V.I.F.
ALIGN
2" STAINLESS STEEL CHANNEL,
INSTALL PER MFR. SPECS
BLOCKING AS REQUIRED
TEMP. GLASS SET INTO CLEAR
SILICONE
FINISHED CEILING; REFER TO
CEILING PLANS FOR FINISH
"L" TRIM MOLDING; TAPE, MUD AND
FINISH TO MATCH ADJ. CEILING,
TYP.
1/2" FIXED TEMP.
GLASS SET IN CLEAR
SILICONE
STONE SLAB OR TILE OVER
SETTING BED; SEE FINISH
PLANS & INT. ELEVATIONS
2X FRAMING
THINSET MORTAR; INSTALL
PER MFR. SPECS, TYP.
BACKERBOARD
AL
I
G
N
STAINLESS STEEL CHANNEL,
INSTALL PER MFR. SPECS
STONE GROUT
1/2" FIXED TEMP. GLASS
SET IN CLEAR SILICONE
STONE FINISH, MIN. 2%
SLOPE TO DRAIN. SEE
FLOOR PLAN FOR DRAIN
LOCATION
SLOPED SETTING BED;
SEE FLOOR PLAN FOR
DRAIN DIRECTION
PLYWOOD SUBFLOOR
STONE FLOOR
OVER SETTING BED;
SEE FINISH PLANS
STONE GROUT, TYP.
FINISH FLOOR
STAINLESS STEEL CHANNEL
TY
P
.
0'
-
2
"
WALL BEYOND
STEP IN SUBFLOOR SHOWER PAN OR HOT
MOP MEMBRANE
TY
P
.
0'
-
1
"
1/2" TEMP. GLASS
SHOWER DOOR
STONE FINISH, MIN. 2%
SLOPE TO DRAIN. SEE
FLOOR PLAN FOR DRAIN
LOCATION
SLOPED SETTING BED;
SEE FLOOR PLAN FOR
DRAIN DIRECTION
PLYWOOD SUBFLOOR
STONE GROUT, TYP.
FINISH FLOOR
SILICONE DOOR SEAL
TY
P
.
0'
-
2
"
WALL BEYOND
STEP IN SUBFLOOR SHOWER PAN OR HOT
MOP MEMBRANE
TY
P
.
0'
-
1
"
STONE FLOOR
OVER SETTING BED;
SEE FINISH PLANS
0'
-
0
"
T
Y
P
.
STONE SLAB OR TILE OVER
SETTING BED; SEE FINISH
PLANS
0'
-
4
"
T
Y
P
.
2-LAYERS GREENBOARD
1/2" REVEAL, PAINT TO MATCH
ADJ. DRYWALL, TYP.
1/2" TEMPERED GLASS
SHOWER DOOR
MITERED EDGE; TYP.
CURB BELOW (WHERE OCCURS)
AL
I
G
N
1/2" TEMPERED GLASS
SHOWER DOOR
MITERED EDGE; TYP.
2X FRAMING PER STRUCT.
STONE SLAB OR TILE OVER
SETTING BED; SEE FINISH
PLANS
THINSET MORTAR; INSTALL
PER MFR. SPECS, TYP.
BACKERBOARD
CURB BELOW (WHERE OCCURS)0'
-
0
"
T
Y
P
.
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
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B
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0
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3
6
P:
3
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3
9
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9
3
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c
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3" = 1'-0"
A7.10.2
BATH DETAILS
12
5
E
B
a
y
F
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B
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9
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6
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BL
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D
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S
I
D
E
N
C
E
Plan Check #
01/12/23
3" = 1'-0"1 FIXED GLASS HEADER @ SHOWER
3" = 1'-0"2 FIXED GLASS JAMB @ SHOWER
3" = 1'-0"5 FIXED GLASS @ SHOWER CURB
3" = 1'-0"6 GLASS DOOR @ SHOWER CURB
3" = 1'-0"3 SHOWER DOOR JAMB/HEADER @ TRIM
3" = 1'-0"4 SHOWER DOOR JAMB/HEADER @ STONE/WAINSCOT
Revision Schedule
#
Description
Date
The Drawings, Specifications, and
other documents, prepared by
Studio William Hefner are
Instruments of the Architect’s
Service for use solely with respect
to this Project and may not be
duplicated in any form without the
written consent of Studio William
Hefner. Unless otherwise
provided,Studio William Hefner
shall be deemed the author of these
documents and shall retain all
common law, statutory, and other
reserved rights, including copyright.
scale:
issue date:
N.T.S IF PRINTED 11 X 17
58
2
0
W
i
l
s
h
i
r
e
B
l
v
d
.
,
S
u
i
t
e
5
0
0
,
Lo
s
A
n
g
e
l
e
s
,
C
A
9
0
0
3
6
P:
3
2
3
9
3
1
-
1
3
6
5
F
:
3
2
3
9
3
1
-
1
3
6
8
E:
i
n
f
o
@
w
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a
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f
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.
c
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,
I
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r
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&
L
a
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c
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A8.0.1
FIREPLACE
SPEC SHEETS
12
5
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B
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F
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o
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t
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w
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9
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6
6
1
BL
A
N
D
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S
I
D
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N
C
E
Plan Check #
01/12/23
Revision Schedule
#
Description
Date