HomeMy WebLinkAbout2001 S Birch St - Plan(E
)
S
U
B
EP
(E) WH
(E
)
E
P
WH
GARAGE
386 SF
FIRST FLOOR
1238 SF
LAVATORY
LIGHT
LATERAL
NUMBERNO. OR #
NOM.
N.T.S. NOT TO SCALE
NOMINAL
MAINT.
MAT'L.
M.C.
MECH.
MTL.
MFR.
MGR.
MIN.
MISC.
MTD.
N.
N.I.C.
MULL.
MEZZ.
MATERIAL
MEDICINE CABINET
MANUFACTURER
MISCELLANEOUS
NOT IN CONTRACT
NORTH
MOUNTED
MULLION
MEZZANINE
MANAGER
MINIMUM
METAL
MECHANICAL
MAINTENENCE
LT.
LAT.
LAV.
SANITARY
SHEET
SECRETARY
SMOKE HOLD OPEN
SECTION
SERVICE
SHT.
SAN.
S.H.O.
SECT.
SERV.
SECTY.
REF.REFERENCE
REINFORCED
REQUIRED
RESILIENT
ROOM
ROUGH OPENING
SCHEDULE
SOLID CORE
SOUTH
REFRIGERATOR
RM.
S.C.
SCHED.
S.
R.O.
REINF.
REQ.
RESIL.
REFR.
PARTITION
RADIUS
PREFABRICATED
PAINTED
QUANTITY
QUALITY
PRODUCTION
REDWOOD
QUAL.
RAD.
QUAN.
RDWD.
PTN.
PTD.
PREFAB.
PROD.
O.A. OVERALL
PC.PIECE
PROPERTY LINE
PANEL
PLASTIC LAMINATE
POINT
PLASTIC
PLYWOOD
PAIR
PLATE
PORTABLE
PLUMBING
PL.
PLAST.
PR.
PLYWD.
PT.
P. LAM
L
PNL.
PORT.
P.L. OR P
PLUMB.
PERPENDICULAR
PARTICLE BOARD
OFFICE
ON CENTER
OVERHEAD
OUNCE
OPENING
OPPOSITE
ORIGINAL
PART. BD.
PERP.
OVHD.
OZ.
O.C.
OFF.
OPNG.
OPP.
ORIG.
T & B TOP AND BOTTOM
TIMES OR BY (AS IN 2X4)
WAINSCOT
YD.
X
WT.
WSCT.
YARD
WEIGHT
VARIABLE/VARIES
VESTIBULE
WATER CLOSET
WATERPROOF
VERIFY IN FIELD
TEMPERED/TEMPERATURE
UNDERWRITERS LABORATORY
UNLESS OTHERWISE NOTED
UNFINISHED
VEST.
W.
W/
WD.
WP.
W/O
W.C.
VOL.
V.I.F.
VIN.
WEST
WITHOUT
WOOD
WITH
VINYL
VOLUME
VAR.
VERT.
VEN.
UTIL.
TEMP.
U.L.
U.O.N.
UNF.
VENEER
VERTICAL
UTILITY
SIMILARSIM.
SPECIFICATION
STAINLESS STEEL
TELEPHONE
TERRAZZO
TELEVISION
TOP OF WALL
THICK(NESS)
TER.
THK.
TYP.
T.O.W.
T.V.
TEL.
TYPICAL
SQ.
SPEC.
S.S.
SQUARE
SEE STRUCTURAL DRAWINGSS.S.D.
STANDARD
SUSPENDED
SQUARE FEET
SYMMETRICAL
STRUCTURE/STRUCTURAL
SPEAKERSPKR.
S.F.
SYS.SYSTEM
STOR.
STL.
SYM.
SUSP.
STR.
STD.
STA.
STORAGE
STEEL
STATION
THE
BIRCH ST
RESTORATION
2001 S BIRCH STREET
VICINITY MAP
ABBREVIATIONS
CONT. CONTINUOUS
JANITOR
JUNCTION BOX
KITCHEN
LABORATORY
LAMINATE
INFORMATION
JAN.
INFO.
.
GLASS
GYPSUM
GENERAL
HANDICAPPED
HARDWOOD
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
INSULATION
INTERIOR
INCLUDING
H.M.
INSUL.
HORIZ.
INT.
INCL.
HR.
HT.
HDWD.
HDWR.
H.C.
GL.
GYP.
GEN.
FACE OF CONCRETE
FACE OF FINISH
FACE OF STUD
FRAME
FACE TO FACE
FULL SIZE
FOOT OR FEET
FURRING
FUTURE
GAUGE
GALVANIZED
GRAB BAR
GENERAL CONTRACTOR
FACE OF WALL
FURR.
GALV.
G.B.
G.C.
GA.
F.S.
FUT.
FT.
F-F
FR.
F.O.C.
F.O.F.
F.O.S.
F.O.W
EXPANSION
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINET
FINISH(ED)
FLOOR
FLUORESCENTFLUOR.
F.H.C
FIN.
FLR.
F.E.
F.E.C.
EXP.
DN.DOWN
DOOR
DRAWER
DRAWING
EAST
EACH
ELEVATION
ELECTRICAL
ELEVATION
EMERGENCY
ENCLOSURE
ENGINEER
ENTRANCE
EQUAL
EL.
ENTR.
EQ.
ENGR.
ELEC.
ENCL.
EMER.
ELEV.
EA.
E.
DR.
DWR.
DWG.
CONTRACTOR
CORRIDOR
CARPET
CENTER
DOUBLE
DEPARTMENT
DETAIL
DIAMETER
DIMENSION
DISPENSER
DRINKING FOUNTAIN
DET.
DIA.
DISP.
DIM.
DBL.
D.F.
DEPT.
CONTR.
CORR.
CPT.
CTR.
CABINET
CEMENT
CERAMIC
CEILING
CLOSET
CLEAR OPENING
COLUMN
CONCRETE
CONNECTION
CONSTRUCTION
CLR. OPG.
CONC.
CONN.
CONST.
CLOS.
APPROXIMATE
ARCHITECTURAL
ASPHALT
AVERAGE
AUDIO VISUAL
BOARD
BETWEEN
BUILDING
BLOCKING
BEAM
BOTTOM
ASBESTOS
BETW.
BLKG.
BLDG.
APPROX.
ASPH.
ARCH.
L or < ANGLE
CENTERLINE
POUND OR NUMBER
EXISTING
NEW
ADJUSTABLE/ADJACENT
ABOVE FINISHED FLOOR
ALUMINUM
ANODIZED
DIAMETER OR ROUND
ALUM.
ANOD.
A.F.F
# or LB.
AT
AND
J-BOXKIT.
LAM.
LAB.
EXT.EXTERIOR
EXPOSEDEXPO.
FIREPROOFF.P.
& or +
@
C.L. or C
DIA. or Ø
L
(E) or EXIST.
(N)
ADJ.
ASB.
AV.
A.V. or A/V
BD.
BM.
BOT.
CAB'T.
CEM.
CER.
CLG.
COL.
KIT.
FINISH FLOOR LEVELFFL
PROJECT TEAM
SANTA ANA, CA 92707
PA / PM:
DRAWN BY:
PROJECT NUMBER:
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TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO. DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
4 08-19-2024 PC CORRECTIONS 3
C-35111
REN. 2/28/2025
5 09-13-2024 PC CORRECTIONS 4
T1.1
TITLE SHEET
ZONING INFORMATION
SYMBOLS LEGEND
REVISION NUMBER
NUMBER BELOW - SHEET NUMBER
SECTION / ELEVATION REFERENCE
NUMBER ABOVE - DETAIL NUMBER
ROOM NAME AND NUMBER
DOOR NUMBER
COLUMN OR GRID NUMBER
INTERIOR ELEVATION - MULTIPLE
WINDOW NUMBER
KEYNOTE SYMBOL
SHEET NUMBER
ELEVATION NUMBER
FINISH IDENTIFICATION
111
ROOM
XXX SQ. FT.
#
DETAIL REFERENCE
ELEVATION REFERENCE
1
X
N
E
S
W
X | AX.X
X
PT1
###X
####
AX.1 MATCH LINE
X
AX.1
#
X | AX.1 INTERIOR ELEVATION - SINGLE
WALL TYPE IDENTIFIERX
PER CBC TABLE 601, CONSTRUCTION TYPE V-B
BUILDING ELEMENT
PRIMARY STRUCTURAL FRAME
BEARING WALLS
EXTERIOR
INTERIOR
NON BEARING WALLS AND PARTITIONS
EXTERIOR
NON BEARING WALLS AND PARTITIONS
INTERIOR
FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS
ROOF CONSTRUCTION AND ASSOCIATED SECONDARY MEMBERS
0 HR
0 HR
0 HR
0 HR
0 HR
0 HR
0 HR
PER CBC TABLE 803.13, OCCUPANCY GROUP R-3/U, SPRINKLERED
BUILDING ELEMENT
INTERIOR EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS
CORRIDORS AND ENCLOSURE FOR EXIT ACCESS STAIRWAYS AND RAMPS
ROOMS AND ENCLOSED SPACES
*SEE CBC TABLE 803.13 FOOTNOTES FOR EXCEPTIONS
FLAME SPREAD INDEX
C
C
C
FIRE RESISTANCE RATING REQUIREMENTS
INTERIOR WALL AND CEILING FINISH REQUIREMENTS
SITE INFORMATION
SITE ADDRESS:
LEGAL DESCRIPTION:
APN#:
ZONING:
LOT AREA:
2001 S BIRCH STREET, SANTA ANA, CA 92707
N-TRACT: 289 BLOCK: P LOT: 7
015-066-01
R-1
6000 SF
CONSTRUCTION TYPE:
OCCUPANCY:
USE:
SPRINKLERED:
EXISTING NO. OF BEDROOMS:
EXISTING NO. OF BATHROOMS:
PROPOSED NO. OF BEDROOMS:
PROPOSED NO. OF BATHROOMS:
V-B
R-3/U
SINGLE FAMILY DWELLING
NONE
3
2
4
2
FIRE DAMAGE RESTORATION OF EXISTING SINGLE FAMILY DWELLING, REPLACE AND RESTORE DAMAGED PORTION
OF ROOF & STRUCTURAL FRAMING & INTERIOR FINISHES. KITCHEN & BATHROOM RENOVATIONS WITH ALL NEW
WINDOWS AND DOORS. DEMOLITION OF NORTHERN PORCH AND NORTHERN SIDE ENTRY DOOR, WHILE RETAINING
FRONT ENTRY DOOR ON BIRCH ST, REMOVAL OF KITCHEN DOOR LEADING TO DINING ROOM, DINING ROOM
CONVERSION TO BEDROOM, REMOVING EXISTING WOOD SIDING AND REPLACING WITH PARTIAL STUCCO + WOOD
SIDING. NO ADDITIONAL AREA ADDED
PROJECT DESCRIPTION
BUILDING DEPARTMENT NOTES
BUILDING COMPLIES WITH THE FOLLOWING CODES:
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
2022 CITY OF SANTA ANA MUNICIPAL CODE
BUILDING INFORMATION
ARCHITECT:
MOIRE STUDIO
2125 OCEAN PARK BLVD
SANTA MONICA, CA 90405
949-395-1718
CONTACT: TIMOTHY NGUYEN
BUILDING OWNER:CONTRACTOR:
RICK COVEY
2001 SOUTH BIRCH STREET
SANTA ANA, CA 92708
714-612-4566
CONTACT: RICK COVEY
D & G CONSTRUCTION GROUP, INC
16205 MT. HARKNESS ST.
FOUNTAIN VALLEY, CA 92708
714-585-2955
CONTACT: DAVE JONES
OVERHANGOH
HEIGHT RESTRICTIONS
BUILDING HEIGHT (PER SAMC)(E) 14'-2" TO REMAIN; (SEE A5.1)
BUILDING HEIGHT (PER CBC TABLE 504.3)<40' (40' MAX)
NO. OF STORIES (CBC 504.4)(E) 1 STORY TO REMAIN (4 STORIES MAX)
SETBACKS (SAMC)
FRONT:25'-0" [PER SAMC 41-219]
SIDE (CORNER LO)T:10'-0" [PER SAMC 41-220]
SIDE: 5'-0" [PER SAMC 41-220] (10% OF AVG LOT WIDTH)
REAR 25'-0" [PER SAMC 41-221]
FIRST FLOOR
FLOOR AREA DIAGRAMS
EQUIPMENT, APPLIANCE,
OR FIXTURE ID
SHEET INDEX
ARCHITECTURAL
T1.1 TITLE SHEET
T1.2 GENERAL NOTES
T3.1 TITLE 24 REPORT
T3.2 TITLE 24 REPORT
T3.3 MANDATORY MEASURES SUMMARY
A1.1 SITE PLAN
A2.1 FIRST FLOOR PLAN
A5.1 EXTERIOR ELEVATIONS
A5.2 EXTERIOR ELEVATIONS
A10.1 DOOR & WINDOW SCHEDULES
ALL FURNITURE, FIXTURES AND EQUIPMENT (FF&E) SPECIFICATION IS NOT IN THE ARCHITECT'S SCOPE OF WORK
UNLESS NOTED OTHERWISE IN THESE PLANS. FINAL FF&E SPECIFICATIONS TO BE COORDINATED WITH OWNER
AND CONTRACTOR. FINAL DETAILS, UTILITY REQUIREMENTS, FIT AND FINISH COORDINATION TO BE THE
RESPONSIBILITY OF THE OWNER AND CONTRACTOR.
NOTE TO CONTRACTOR
PER STRUCTURALP.STR.
PROJECT LOCATION
Bldg# 105120367
APPROVALS:
PLNG - MKilroy
BLDG - JLo
POLICE - BMartin
HOLD-2001 S Birch
St10/30/2024
PA / PM:
DRAWN BY:
PROJECT NUMBER:
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TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
C-35111
REN. 2/28/2023
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
T1.2
GENERAL NOTES
1.DO NOT SCALE DRAWINGS.
2.THE WORK SHALL CONFORM TO THE APPLICABLE BUILDING CODE, AND
ALL OTHER ORDINANCES, CODES AND REGULATIONS LISTED IN THE
SPECIFICATIONS OR ON THE DRAWINGS, AND REQUIRED BY THE LOCAL
BULDING AUTHORITIES. THE GOVERNING CODE, RULES AND
REGULATIONS ARE COLLECTIVELY REFERRED TO AS "THE CODE". THE
CONTRACTOR SHALL REPORT ANY INCONSISTENCIES, CONFLICTS OR
OMISSIONS HE MAY DISCOVER TO THE ARCHITECT FOR INTERPRETATION
PRIOR TO PERFORMING THE WORK.
3.THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS
AND REPORT ANY DISCREPANCIES TO THE ARCHITECT AND STRUCTURAL
ENGINEER BEFORE PROCEEDING WITH THE WORK.
4.SHOULD ANY CONDITION ARISE WHERE THE INTENT ON THE DRAWINGS
IS IN DOUBT OR WHERE THERE IS A DISCREPANCY BETWEEN THE
DRAWINGS AND FIELD CONDITIONS, OR THERE APPEARS TO BE AN
ERROR ON THE DRAWINGS, THE ARCHITECT AND STRUCTURAL ENGINEER
SHALL BE NOTIFIED AS SOON AS POSSIBLE FOR THE PROCEDURE TO BE
FOLLOWED.
5.IN THE EVENT OF CONFLICTING REQUIREMENTS BETWEEN ITEMS ON THE
DRAWINGS OR BETWEEN ITEMS IN THE SPECIFICATIONS, OR BETWEEN
ITEMS ON THE DRAWINGS AND IN THE SPECIFICATIONS, THE MORE
STRINGENT OR COSTLY SHALL GOVERN, UNLESS OTHERWISE DECIDED BY
THE ARCHITECT.
6.NOTED DIMENSIONS TAKE PRECEDENT OVER SCALE. ARCHITECT TO BE
NOTIFIED IMMEDIATELY OF ANY DISCREPANCY BEFORE PROCEDING
WITH ANY WORK. LARGE SCALE DETAILS GOVERN OVER SMALL SCALE
DETAILS. ALL DIMENSIONS ARE TO THE FACE OF FINISH UNLESS
OTHERWISE NOTED.
7.NO DEVIATION FROM THE STRUCTURAL DESIGN WITHOUT WRITTEN
APPROVAL OF THE STRUCTURAL AUTHORITY TO DEVIATE FROM THE
PLANS OR SPECIFICATIONS.
8.CONTRACTOR SHALL PROVIDE A FIRE PROTECTION SYSTEM DURING
CONSTRUCTION.
9.CONTRACTOR SHALL COORDINATE ALL SLAB AND WALL OPENINGS
REQUIRED BY MECHANICAL AND ELECTRICAL DRAWINGS.
10.ALL PIPE, DUCTS AND BUS DUCTS THAT PENETRATE FLOOR SLABS SHALL
BE INSTALLED IN A MANNER THAT WILL PRESERVE FIRE RESISTIVE AND
STRUCTURAL INTEGRITY OF THE BUILDING.
11.ALL MECHANICAL DUCTS PENETRATING FIRE RATED PARTITIONS, CEILING
AND SHAFT ENCLOSURES SHALL HAVE FIRE RATED DAMPERS. IT IS THE
CONTRACTOR'S RESPONSIBILITY TO COORDINATE WITH THE
ARCHITECTURAL DRAWINGS PRIOR TO SUBMISSION OF THE SHOP
DRAWINGS.
12.PROVIDE ACOUSTICAL BATT INSULATION AT ALL DUCTS, SHAFTS, TOILET
ROOM WALLS AND MECHANICAL ROOM WALLS ADJACENT TO
OCCUPIED TENANT SPACES.
13.THE ARCHITECT APPROVAL OF SUCH SHOP DRAWINGS AND PRODUCT
SUBMITTALS SHALL NOT RELIEVE THE GENERAL CONTRACTOR OR
SUBCONTRACTOR FROM RESPONSIBILITY FOR DEVIATIONS FROM THE
DRAWINGS OR SPECIFICATIONS UNLESS HE HAS WRITING, CALLED THE
ARCHITECT'S ATTENTION TO SUCH DEVIATIONS AT TIME OF SUBMISSIONS,
NOR SHALL IT RELIEVE HIM FROM RESPONSIBILITY FOR ERRORS OF ANY
SORT IN THE SHOP DRAWINGS.
14.PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL
HAVE EVIDENCE OF CURRENT WORKMAN'S COMPENSATION
INSURANCE COVERAGE ON FILE WITH THE BUILDING DEPARTMENT IN
COMPLIANCE WITH SECTION 3800 OF THE CALIFORNIA LABOR CODE.
15.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND
MAINTAIN WORKMAN'S COMPENSATION INSURANCE.
16.CONTRACTOR SHALL PROVIDE PEDESTRIAN FENCE AND CANOPY AS
REQUIRED. A PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS IS
REQUIRED FOR A PROTECTION FENCE OR CANOPY ON OR OVER STREET
OR PUBLIC SPACES, PER SEC 3303 C.B.C.
17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONSTRUCTION SITE
SAFETY, CONSTRUCTION METHODS AND TECHNIQUES AND SHALL AT ALL
TIMES INSURE THE SAFETY OF WORKERS FROM CONSTRUCTION SITE
ACCIDENTS. HE SHALL COMPLY WITH THE PERTINENT HEALTH AND
SAFETY REGULATIONS FOR REQUIRED METHODS FOR PROTECTING THE
PUBLIC AND CONSTRUCTION WORKER'S HEALTH AND SAFETY DURING
THE CONSTRUCTION PERIOD.
18.AN APPROVED SANITARY TOILET IS TO BE INSTALLED BEFORE WORK
STARTS AND BE MAINTAINED FOR THE WORKMEN FOR THE DURATION OF
THE CONTRACT.
19.THE CONTRACTOR SHALL MAKE ALL NECESSARY PROVISIONS FOR THE
PROTECTION OF EXISTING FACILITIES ON AND ADJACENT TO THE SITE
DURING CONSTRUCTION.
20.THE CONTRACTOR SHALL SUPERVISE AND DIRECT WORK AND WILL BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION MEANS, METHODS,
TECHNIQUE, SEQUENCES AND PROCEDURES.
21.THE CONTRACTOR SHALL BE RESPONSIBLE OF ANY CONDITIONS WHICH
IN HIS OPINION MIGHT ENDANGER THE STABILITY OF THE STRUCTURE AND
OF ENSURING PROPER ALIGNMENT ON ALL PLANES OF THE FINAL
STRUCTURE.
22.THE CONTRACTOR SHALL GIVE DUE AND LEGAL NOTICE TO ADJACENT
PROPERTY OWNERS REGARDING THE PROTECTION OF THEIR PROPERTY
AND STRUCTURES, WHICH MAY BE NECESSARY DUE TO EXCAVATION
AND CONSTRUCTION INDICATED ON THESE PLANS, IN DUE TIME PRIOR
TO THE START OF THE EXCAVATION.
23.DETAILS ARE INTENDED TO SHOW THE INTENT OF THE DESIGN. MINOR
MODIFICATIONS MAY BE REQUIRED TO SUIT THE FIELD DIMENSIONS OR
CONDITIONS, AND SUCH MODIFICATIONS SHALL BE INCLUDED AS PART
OF THE WORK OF THE CONTRACT.
24.NOT WITHSTANDING ANY OMISSIONS, IT SHALL BE THE SOLE DUTY AND
RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE ACTUAL
CONSTRUCTION DETAILS AND FABRICATE AND INSTALL SAID DESIGN IN
ACCORDANCE WITH GOOD PRACTICE AND PROCEDURE AND TO LET
THE ARCHITECT KNOW AT THE TIME OF BIDDING IF SAID DRAWINGS AND
DETAILS ARE NOT PRACTICAL, OR STRUCTURALLY SOUND IN THEIR INTENT
AND PURPOSE, OR SUFFICIENTLY COMPLETE FOR CONSTRUCTION
PURPOSES.
25.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE
FINISHED STRUCTURE AND DO NOT INDICATE THE METHODS OF
CONSTRUCTION. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE
WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS,
METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES; INCLUDING
BUT NOT LIMITED TO BRACING AND SHORING. OBSERVATION VISITS TO
THE SITE BY FIELD REPRESENTATIVES OF THE ARCHITECT AND/OR
ENGINEER SHALL NOT INCLUDE INSPECTIONS OF THE PROTECTIVE
MEASURES OR THE CONSTRUCTION PROCEDURES. ANY SUPPORT
SERVICES PERFORMED BY THE ARCHITECT AND/OR ENGINEER DURING
THE CONSTRUCTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND
DETAILED INSPECTION SERVICES WHICH IS FURNISHED BY OTHERS. THESE
SUPPORT SERVICES PERFORMED BY THE ARCHITECT AND/OR ENGINEER,
WHETHER OF MATERIAL OR WORK, AND WHETHER PERFORMED PRIOR
TO, DURING OR AFTER COMPLETION OF CONSTRUCTION, ARE
PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY
CONTROL AND IN ACHIEVING GENERAL CONFORMANCE WITH THE
CONTRACT DOCUMENTS, BUT DO NOT GUARANTEE THE CONTRACTOR'S
PERFORMANCE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF
CONSTRUCTION.
26.REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY
AND DOES NOT LIMIT THE APPLICATION OF SUCH DRAWING OR DETAIL.
27.DIMENSIONS SHALL BE AS INDICATED ON THE DRAWINGS.
CLARIFICATIONS, IF REQUIRED, SHALL BE OBTAINED FROM THE
ARCHITECT. THE DRAWINGS SHALL NOT BE SCALED.
28.THE CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF ALL
FLOOR, ROOF, AND WALL OPENINGS WITH ALL OTHER APPLICABLE
DRAWINGS.
29.THE CONTRACTOR SHALL VERIFY INSERTS AND EMBEDDED ITEMS WITH
ALL APPLICABLE DRAWINGS BEFORE POURING CONCRETE.
30.THE CONTRACTOR SHALL NOT MAKE ANY SUBSTITUTIONS WITHOUT THE
PERMISSION OF THE ARCHITECT OR THE OWNER.
31.ALL ITEMS MARKED N.I.C. ON THE SPECIFICATIONS AND/OR DRAWINGS
MEANS "NOT IN CONTRACT".
32.WORK INDICATED ON THE DRAWINGS OR IN THE SPECIFICATIONS AS
N.I.C., OR "BY SEPARATE CONTRACTORS", IS NOT PART OF THIS
CONTRACT. THE CONTRACTOR SHALL COOPORATE FULLY WITH ALL
SEPARATE CONTRACTORS EMPLOYED BY THE OWNER.
75.THE CENTER OF THE GRIP OF THE OPERATING HANDLE OF SWITCHES
INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO
CONTROL LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES, OR
COOLING, HEATING AND VENTILATION EQUIPMENT, SHALL NOT BE LESS
THAN 3-FEET NOR MORE THAN 4-FEET ABOVE THE FLOOR OR WORKING
PLATFORM.
76.THE CENTER OF THE FIRE ALARM INITIATION DEVICES (BOXES)(IF
PROVIDED) SHALL BE LOCATED 48-INCHES ABOVE THE LEVEL OF THE
FLOOR, WORKING PLATFORM, GROUND SURFACE OR SIDEWALK.
77.IF EMERGENCY WARNING SYSTEMS ARE REQUIRED THEY SHALL ACTIVATE
A MEANS OF WARNING THE HEARING IMPAIRED. FLASHING VISUAL
WARNING SHALL HAVE A FREQUENCY OF NOT MORE THAN 60 FLASHES
PER MINUTE.
78.FLOOR SURFACES SHALL BE SLIP RESISTANT MEETING THE REQUIREMENTS
OF CALIFORNIA TITLE 24 AND ANSI A137.1
79.IF TRENCHES OR EXCAVATIONS 5' OR MORE IN DEPTH ARE REQUIRED,
G.C. TO OBTAIN NECESSARY ISSUANCE OF A BUILDING OR GRADING
PERMIT.
80.THE CONTRACTOR SHALL CHECK AND VERIFY SIZE AND LOCATION OF
DUCT OPENINGS AND PLUMBING RUNS WITH MECHANICAL
CONTRACTOR BEFORE FORMING WALLS, FLOORS, ETC.
81.DEPUTY INSPECTOR SHALL BE REGISTERED WITH THE LOCAL AUTHORITY
PRIOR TO INSPECTION OF WORK.
82.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 THE LOCATION OF THE
HOOKUP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY
POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE
PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
83.AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE
FUEL GAS LINE ON THE DOWNSTREAM 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).
84.PLUMBING FIXTURES ARE REQUIRED TO BE CONNECTED TO A SANITARY
SEWER OR TO AN APPROVED SEWAGE DISPOSAL SYSTEM. R306.3
85.KITCHEN SINKS, LAVATORIES, BATHTUBS, SHOWERS, BIDETS, LAUNDRY
TUBS AND WASHING MACHINE OUTLETS SHALL BE PROVIDED WITH HOT
AND COLD WATER AND CONNECTED TO AN APPROVED WATER SUPPLY.
R306.4
86.BATHTUB AND SHOWER FLOORS, WALLS ABOVE BATHTUBS WITH A
SHOWERHEAD, AND SHOWER COMPARTMENTS SHALL BE FINISHED WITH
A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A
HEIGHT OF NOT LESS THAN 6 FEET ABOVE THE FLOOR. R307.2
87.PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW
CONSTRUCTION. EXISTING SHOWER HEADS AND TOILETS MUST BE
ADAPTED FOR LOW WATER CONSUMPTION.
88.UNIT SKYLIGHTS SHALL BE LABELED BY A LA CITY APPROVED LABELING
AGENCY. SUCH LABEL SHALL STATE THE APPROVED LABELING AGENCY
NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING.
(RESEARCH REPORT NOT REQUIRED). R308.6.9
89.WATER HEATER MUST BE STRAPPED TO WALL. SEC. 507.3, LAPC
90.FOR EXISTING POOL ON SITE, PROVIDE AN ALARM FOR DOORS TO THE
DWELLING THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM
SHALL SOUND CONTINUOUSLY FOR A MIN. OF 30 SECONDS WHEN THE
DOOR IS OPENED. IT SHALL AUTOMATICALLY RESET AND BE EQUIPPED
WITH A MANUAL MEANS TO DEACTIVATE (FOR 15 SECS. MAX.) FOR A
SINGLE OPENING. THE DEACTIVATION SWITCH SHALL BE AT LEAST 54"
ABOVE THE FLOOR. 6109 OF LABC
91.FOR EXISTING POOL ON SITE, PROVIDE ANTI– ENTRAPMENT COVER
MEETING THE CURRENT ASTM OR ASME FOR THE SUCTION OUTLETS OF
THE SWIMMING POOL, TODDLER POOL AND SPA FOR SINGLE FAMILY
DWELLINGS PER ASSEMBLY BILL (AB) NO. 2977. 3162B
92.AUTOMATIC GARAGE DOOR OPENERS, IF PROVIDED, SHALL BE LISTED IN
ACCORDANCE WITH UL 325. R309.4
93.SMOKE DETECTORS SHALL BE PROVIDED FOR ALL DWELLING UNITS
INTENDED FOR HUMAN OCCUPANCY, WHERE A PERMIT IS REQUIRED FOR
ALTERATIONS, REPAIRS, OR ADDITIONS. R314.2
94.WHERE A PERMIT IS REQUIRED FOR ALTERATIONS, REPAIRS OR ADDITIONS,
EXISTING DWELLINGS OR SLEEPING UNITS THAT HAVE ATTACHED
GARAGES OR FUEL-BURNING APPLIANCES SHALL BE PROVIDED WITH A
CARBON MONOXIDE ALARM IN ACCORDANCE WITH SECTION R315.2.
CARBON MONOXIDE ALARMS SHALL ONLY BE REQUIRED IN THE SPECIFIC
DWELLING UNIT OR SLEEPING UNIT FOR WHICH THE PERMIT WAS
OBTAINED. R315.2
95.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED
WITH NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS IN
ACCORDANCE WITH SECTION R303.1 OR SHALL BE PROVIDED WITH
ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE
ILLUMINATION OF 6 FOOT-CANDLES OVER THE AREA OF THE ROOM AT A
HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. R303.1
96.A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING
SHALL BE MADE AVAILABLE AT THE JOB SITE
33.THE OWNER, ARCHITECT, CONSULTANTS AND ALL INSPECTORS FROM
PERTINENT AGENCIES SHALL BE PERMITTED ACCESS TO THE JOB SITE AT
ALL TIMES DURING NORMAL WORKING HOURS.
34.THE CONTRACTOR SHALL LEAVE THE BUILDINGS IN A LOCKABLE
CONDITION DURING THE PERIOD OF THIS WORK WHEN THE
CONTRACTOR'S WORKMEN ARE NOT ACTUALLY ON THE JOB.
35.THE SITE AND PREMISES SHALL BE KEPT CLEAN AND HAZARD-FREE. THE
CONTRACTOR AND EACH SUBCONTRACTOR SHALL BE RESPONSIBLE
FOR MAINTAINING HIS EQUIPMENT, MATERIALS AND WORK IN A NEAT,
CLEAN, ORDERLY AND SAFE CONDITION AT ALL TIMES.
36.DEACTIVATE ALL UTILITY LINES IN CONTRACT AREA BEFORE STARTING
WORK. SECURE PERMISSION FROM THE OWNER PRIOR TO
DEACTIVATION.
37.BRACING AND TEMPORARY SUPPORTS SHALL BE PROVIDED AS
REQUIRED TO HOLD THE WORK SECURELY IN PLACE AND SUSTAIN ALL
LOADS THAT MAY OCCUR DURING ERECTION AND UNTIL SUBSEQUENT
CONSTRCTION IS ADEQUATE TO REPLACE TEMPORARY BRACING.
38.ALL MATERIALS SHALL BE NEW, OR GRADE SPECIFIED AND BE
GUARANTEED AGAINST INHERENT AND/OR DEVELOPED DEFECTS.
39.WOOD SILLS AND OTHER WOOD MEMBERS IN CONTACT WITH
CONCRETE NEXT TO THE EARTH AND EXPOSED TO THE WEATHER SHALL
BE PRESSURE TREATED.
40.NO STRUCTURAL MEMBERS SHALL BE CUT FOR PIPES, VENTS, DUCTS AND
OTHER SIMILAR OPENINGS EXCEPT AS DETAILED OR SPECIFIED.
41.2 INCH SOLID BLOCKING SHALL BE PLACED BETWEEN RAFTERS AT ALL
POINTS OF SUPPORT UNLESS SPECIFICALLY CALLED OUT TO BE OMITTED.
42.ALL BOLTS SHALL BE FITTED WITH STANDARD CUT WASHERS. HOLES FOR
BOLTS IN LUMBER SHALL BE BORED WITH A BIT WHOSE DIAMETER IS 1/32"
LARGER THAN THE NOMINAL BOLT DIAMETER.
43.INSTALL FIREBLOCKING AND DRAFTSTOPPING AS PER SECTION 718, OF
THE C.B.C.
44.INSTALL FLASHING FOR ALL ROOF OPENINGS AS PER SECTION 1503 OF
THE C.B.C.
45.ALL LATH AND PLASTER SHALL COMPLY WITH SECTION 2507 OF THE
C.B.C
46.NON-STRUCTURAL PARTITIONS MAY BE FASTENED TO THE FLOOR SLAB
WITH "RAMSET" ICBO#1639, 7/32" X 3-1/2" "TRUSSET" DRIVE PINS WITH
DISCS @ 3'-0" O.C. IN LIEU OF 1/2"Ø X 10" BOLTS@ 6'-0" O.C. (1'-0"
MINIMUM FROM ENDS).
47.ALL UTILITY SERVICES SHALL BE INSTALLED COMPLETELY READY FOR USE
INCLUDING CONNECTIONS TO ALL MAINS. CONFER WITH AND OBTAIN
PERMITS FROM ALL UTILITY COMPANIES.
48.WINDOW AND DOOR DIMENSIONS FOR PREFABRICATED WINDOW AND
DOOR UNITS HAVE BEEN ROUNDED TO THE NEAREST INCH ON THE
DRAWINGS. SPECIFIC DIMENSIONS BY MANUFACTURERS MAY VARY
FROM THE DRAWINGS.
49.ALL EXTERIOR DOORS AND WINDOWS SHALL BE WEATHERPROOFED.
50.GLAZING USED FOR DOORS AND PANELS FOR SHOWER AND BATHTUB
ENCLOSURES SHALL BE LAMINATED GLASS (1/8" MIN,) OR APPROVED
PLASTIC.
51.GLASS DOORS, ADJACENT PANELS AND OTHER GLAZED PANELS WITHIN
18" OF THE FLOOR SHALL BE TEMPERED GLASS.
52.SMOKE DETECTORS SHALL BE LOCATED IN ALL SLEEPING ROOMS, AREAS
LEADING TO SLEEPING ROOMS AND ALL AREAS REQUIRED TO HAVE A
SMOKE DETECTOR IN ACCORDANCE WITH LOCAL CODES. ALL SMOKE
DETECTORS SHALL BE INTERCONNECTRED, PERMANENTLY WIRED TO THE
BUILDING, AND HAVE A BATTERY BACKUP.
53.IN LIEU OF REQUIRED OPENINGS FOR NATURAL VENTILATION IN
BATHROOMS CONTAINING A TUB OR SHOWER OR COMBINATION
THEREOF, LAUNDRY ROOMS AND SIMILAR ROOMS, A MECHANICAL
VENTILATION SYSTEM CONNECTED DIRECTLY TO THE OUTSIDE CAPABLE
OF PROVIDING 5 AIR CHANGES AN HOUR SHALL BE PROVIDED. THE
POINT OF DISCHARGE OF EXHAUST AIR SHALL BE AT LEAST 3 FEET FROM
ANY OPENING INTO THE BUILDING. BATHROOMS WHICH CONTAIN ONLY
A WATER CLOSET OR LAVATORY OR COMBINATION THEREOF AND
SIMILAR ROOMS MAY BE VENTILATED WITH AN APPROVED
MECHANICAL RECIRCULATING FAN OR SIMILAR DEVICE DESIGNED TO
REMOVE ODORS FROM THE AIR.
54.NEWLY INSTALLED BATHROOM EXHAUST FANS SHALL BE ENERGY STAR
COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE
BUILDING (9.506.1).
55.NEWLY INSTALLED BATHROOM EXHAUST FANS, NOT FUNCTIONING AS A
COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE
CONTROLLED BY HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE
(9.506.1).
56.AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED IN
DWELLING UNITS AND IN SLEEPING UNITS WITHIN WHICH FUEL-BURNING
APPLIANCES ARE INSTALLED AND IN DWELLING UNITS THAT HAVE
ATTACHED GARAGES. CARBON MONOXIDE ALARMS SHALL BE
PROVIDED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA
IN THE IMMEDIATE VICINITY OF THE BEDROOMS AND ON EVERY LEVEL
OF A DWELLING UNIT INCLUDING BASEMENT UNITS (R315).
57.THE STRUCTURAL PLANS SHALL BE USED IN CONJUCTION WITH
ARCHITECTURAL, MECHANICAL AND ELECTRICAL PLANS AND THE
STAMPED APPROVED ARCHITECTURAL / STRUCTURAL SET OF PLANS
SHALL BE KEPT ON THE JOB SITE AND BE MADE AVAILABLE TO
AUTHORIZED REPRESENTATIVES FROM THE DEPARTMENT OF BUILDING
AND SAFETY.
58.WHERE CONTINUOUS INSPECTION IS REQUIRED IT SHALL BE PERFORMED
BY A REGISTERED DEPUTY INSPECTOR WHOSE QUALIFICATIONS AND
PERFORMANCE ON THE JOB SHALL BE SUBJECT TO THE APPROVAL OF
THE DEPARTMENT OF BUILDING AND SAFETY.
59.HARDWARE CALL OUTS MAY BE SUBSTITUTED BY EQUIVALENT
HARDWARE ONLY UPON THE APPROVAL OF THE ENGINEER.
ENGINEERING CATALOG OR BROCHURE OF EQUIVALENT HARDWARE
MUST BE SUBMITTED TO THE ENGINEER WHEN REQUESTING SUBSTITUTION.
60.NO DEVIATIONS WILL BE MADE FROM THE ARCHITECTURAL /
STRUCTURAL PLANS AND DETAILS WITHOUT THE WRITTEN APPROVAL OF
THE ARCHITECT AND/OR ENGINEER. APPROVAL BY THE CITY INSPECTOR
DOES NOT CONSTITUTE AUTHORITY TO DEVIATE FROM THE PLANS AND /
OR SPECIFICATIONS.
61.THE WORD "TYPICAL", AS IT IS USED ON THESE PLANS, REFERS TO ITEMS
OUTLINED ON A SPECIFIC DETAIL AND THAT ARE VALID ANDE REPEAT
THEMSELVES IN THE SAME OR SIMILAR DETAILS REFERRED TO IN OTHER
AREAS OF THE PLANS.
62.RECESSED LIGHTS AT INSULATED CEILINGS SHALL BE UL LISTED FOR
DIRECT CONTACT WITH INSULATION. (ITC FIXTURES).
63.EXTERIOR STUCCO SHALL COMPLY WITH CHAPTER 25 C.B.C. PROVIDE
SEPARATE INSPECTION FOR EACH PHASE OF EXTERIOR PLASTER AS
FOLLOWS: SCRATCH COAT, BROWN COAT, AND COLOR COAT.
64.TILE MUST BE APPLIED OVER CEMENT PLASTER BACKING AT SURFACES
SUBJECT TO WATER SPLASH. (SHOWERS, TUBS AND COMMERCIAL
RESTROOMS, ETC).
65.NO GALVANIZED WATER PIPING ALLOWED WITHIN THE BUILDING.
66.PROVIDE MOIST-STOP FLASHING AROUND ALL NEW WINDOWS, DOORS
AND OTHER OPENINGS.
67.PROVIDE BITUTHENE AT OTHER NEEDED LOCATIONS SUCH AS
INTERSECTING EXTERIOR CONSTRUCTION SURFACES, SMALL EXTERIOR
SHELVES AND AT EXTERIOR PENETRATION.
68.PROVIDE ONLY FURRING NAILS AT ALL WIRE LATH THAT SUPPORTS
STUCCO.
69.FOLLOW ALL MANUFACTURER'S REQUIREMENTS REGARDING
SPECIFICATIONS, ASSEMBLIES, MATERIALS, AND ADVISE ARCHITECT OF
ANY DISCREPANCIES OR CONTRADICTIONS WITH THESE DOCUMENTS.
70.EXPANSION ANCHORS BY HILTI SHALL BE AT 4'-0" O.C. MAX. TYPICAL &
HAVE L.A. R.R. #23272 & I.C.B.O. #1372
71.SHOT PINS BY HILTI SHALL BE AT 4' - 0" O.C. MAX. TYPICAL & SHALL HAVE
L.A. R.R. #2582 & I.C.B.O.#1609
72.PROVIDE 2 COATS CLEAR INDUSTRIAL GLOSS ENAMEL OVER PRIMER ON
ALL EXPOSED STRUCTURAL STEEL MEMBERS, STEEL SUPPORT, STRUCTURAL
RAILINGS, PIPE CHANNELS AND BRACING, U.N.O.
73.UNLESS NOTED OTHERWISE NOTED, ALL CONCRETE SURFACES TO BE
PAINTED SHALL RECEIVE A MINIMUM OF THREE COATS OR TWO COATS
ON PRIMER. CONCRETE TO BE ONE COAT OVER PRIMER.
74.THE CENTER OF RECEPTACLE OUTLETS SHALL NOT BE LESS THAN
12-INCHES ABOVE THE FLOOR OR WORKING AREA.
HOLD-2001 S Birch
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24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
4 08-19-2024 PC CORRECTIONS 3
C-35111
REN. 2/28/2025
5 09-16-2024 PC CORRECTIONS 4
A1.1
SITE PLAN
SITE PLAN
SCALE: 1/4" = 1'-0"
1
1.DO NOT SCALE DRAWINGS.
2.GC TO ISSUE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE
UNCLEAR, OR CONTRADICTORY. ANY ASSUMPTIONS SHOULD BE IN
WRITING & NO DEVIATIONS FROM THE DRAWINGS OR SPECS SHALL BE
ACCEPTED UNLESS APPROVED.
3.GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS
AND EXISTING CONDITIONS. GC TO NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE COMMENCING WORK.
4.ALL GALVANIZED SHEET MTL FLASHING TO BE A MINIMUM 26 GA.
5.ROOF GUTTERS SHALL BE PROVIDED WITH THE MEANS TO PREVENT THE
ACCUMULATION OF LEAVES AND DEBRIS IN THE GUTTER. (704A.1.5)
6.ROOF / EAVE 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
(6mm) OPENINGS OR ITS EQUIVALENT. VENTS SHALL NOT BE INSTALLED IN
EAVES AND CORNICES. (704A.2.1, 704A3.2.1, 704A.2.2, 7207.3)
7.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.
(704A.2.3)
8.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. (704A.4.2.1)
9.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 THE LOCATION OF THE
HOOK-UP. THE CONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY
POWER LINES-WHETHER OR NOT THE LINES ARE LOCATED ON THE
PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS
AND/OR ADDITIONAL EXPENSES.
10.AN APPROVED SEISMIC GAS SHUT OFF VALVE OR EXCESS FLOW SHUT OFF
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 AND 180,670) SEPARATE PLUMBING PERMIT IS
REQUIRED.
11.GC TO REFERENCE SURVEY FOR SITE LAYOUT AND CONDITIONS. IF NO
SURVEY IS PROVIDED, GC TO HAVE LICENSED SURVEYOR PROVIDE
CONSTRUCTION STAKING PRIOR TO COMMENCEMENT OF WORK
GENERAL NOTES
SITE PLAN KEYNOTES
1.GC TO INSPECT AND REPLACE FIRE DAMAGED PORTION OF ROOF
FRAMING AS REQUIRED, WITH (E) SIZE, KIND, TYPE AND SPACING
UNLESS OTHERWISE STATED. (E) 2x4 FIRE DAMAGED ROOF RAFTERS
("RR") @ 16" O.C. TO BE REPLACED WITH 2X6 @ 16" O.C W/ (E)
UNDAMAGED 2X4 RR TO REMAIN. (E) PLYWOOD SHEATHING
REPLACED WITH 15/32" OSB RADIANT BARRIER O/ ENTIRE ROOF O/ (E)
1X4 SPACE, W/ SHEATHING NAILING PATTERN 6" OC ON EDGES, AND
12" O.C. ON FIELD W/ #8D NAILING. REPLACE CLASS 'A' ASPHALT
ROOFING TO MATCH (E) STYLE, TEXTURE AND COLOR W/ ROOFING
UNDERLAYMENT PER MANUF PLYWOOD SHEATHING.
(GAF ICC-ESR-1475 OR APPROVED EQ)
2.(E) ASPHALT TILE ROOFING TO REMAIN
3.(E) PORTION OF ROOF AND STRUCTURE TO BE REMOVED, SHOWN
DASHED.
4.LINE OF ROOF
5.LINE OF BUILDING BELOW, SHOWN DASHED
6.(E) CONCRETE PATIO, STAIRS & WALKWAY TO REMOVED, SHOWN
DASHED
7.(E) CONCRETE PATIO TO REMAIN
8.(E) WATER HEATER TO BE CAPPED AND REMOVED.
9.NEW INSTANTANEOUS WATER HEATER PER T24 REPORT (SEE T3.1-T3.2)
10.GC TO VERIFY (E) ATTIC VENTILATION COMPLIES WITH THE FOLLOWING
MIN REQUIREMENTS:
12"x24" DORMER VENT (100 SQ IN = 0.70 SF FREE AREA EACH)
SEE CALC BELOW
1238 SF OF ATTIC SPACE / 150 = 8.25 SF OF VENT REQ
8.40 SF OF VENT PROVIDED (12 VENTS)
#
HOLD-2001 S Birch
St10/30/2024
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TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
4 08-19-2024 PC CORRECTIONS 3
C-35111
REN. 2/28/2025
5 09-13-2024 PC CORRECTIONS 4
A10.1
SCHEDULES
SECURITY NOTES:
1.ALL SECURITY OPENINGS ARE IDENTIFIED BY AN ASTERISK (*)
SYMBOL ON THE SCHEDULES.
2.PROVIDE DOOR VIEWERS, VIEW PORTS, OR VIEWING
WINDOWS FOR HOUSE FRONT DOOR OR GUEST ROOM
ENTRANCE DOORS (SEE ALSO 91.6720).
3.DETAILS AND SPECIFICATIONS FOR ALL SWINGING DOORS
IN SECURITY OPENINGS SHALL BE IN ACCORDANCE WITH
THE FOLLOWING REQUIREMENTS:
4.WOOD FLUSH DOORS SHALL BE A MINIMUM 1 3/8" THICK
WITH SOLID CORE CONSTRUCTION.
5.HOLLOW CORE DOORS OR DOORS LESS THAN A 1 3/8" IN
THICKNESS SHALL BE COVERED ON THE INSIDE FACE
WITH 16 GAUGE SHEET METAL ATTACHED WITH SCREWS AT
6" ON CENTER AROUND PERIMETER.
6.WOOD PANEL TYPE DOORS SHALL HAVE PANELS
FABRICATED OF NOT LESS 9/16" INCH THICKNESS,
PROVIDED THE SHAPED PORTIONS OF THE PANEL ARE NOT
LESS THAN 1/4" THICK. INDIVIDUAL PANEL SHALL NOT
EXCEED 300 SQ. INCHES IN AREA. STILES AND RAILS SHALL
BE OF SOLID LUMBER WITH OVERALL DIMENSIONS OF NOT
LESS THAN 1 3/8" AND 3" IN WIDTH. MULLIONS SHALL BE
CONSIDERED A PART OF ADJACENT PANELS UNLESS SIZED
AS REQUIRED HEREIN FOR STILES AND RAILS EXCEPT
MULLIONS NOT OVER 18" LONG MAY HAVE AN OVERALL
WIDTH OF NOT LESS THAN 2".
7.GLAZED OPENINGS, WITHIN 40" OF THE DOOR LOCK WHEN
THE DOOR IS IN THE CLOSED 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".
PROVISIONS IN THIS SECTION SHALL NOT APPLY TO
VIEWPORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN
THEIR GREATEST DIMENSIONS. 91.6720
8.DOOR STOPS OF IN-SWINGING DOORS SHALL BE OF ONE
PIECE CONSTRUCTION WITH JAMB OR JOINED RABBET TO
THE JAMB.
9.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 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.
10.THE STRIKE PLATES FOR HINGES AND THE HOLDING DEVICE
FOR PROTECTED DEAD BOLTS IN WOOD CONSTRUCTION
SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING
WITH SCREWS NOT LESS THAN 2 1/2" IN LENGTH. 91.6711
(G)
11.DEAD BOLTS WITH HARDENED INSERTS SHALL BE INSTALLED
UNDER THE FOLLOWING CONDITIONS: DEADLOCKING
LATCH KEY-OPERATED LOCKS ON EXTERIOR; LOCKS
OPERABLE WITHOUT KEY, SPECIAL KNOWLEDGE OR
SPECIAL EFFORT ON INTERIOR; AND TYPE THROW AND
EMBEDMENT OF DEAD BOLTS FOR SINGLE SWINGING
DOOR, ACTIVE LEAF OR PAIRS OF DOORS, OR BOTTOM
LEAF OF DUTCH DOOR.
12.STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW
OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8".
91.6711 (B)
13.A HOOK SHAPED OR EXPANDING-LUG DEAD BOLT SHALL
HAVE A MINIMUM THROW OF 3/4". 91.6711 (B)
14.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)
15.SHOW MEANS OF SECURING INACTIVE LEAF OF DOUBLE
DOOR AND UPPER LEAF OF DUTCH DOOR. 91.6711 (B)
16.SLIDING GLASS DOORS AND WINDOWS SHALL BE
EQUIPPED WITH LOCKING DEVICES AND AND SHALL BE
SO CONSTRUCTED THAT THEY REMAIN INTACT AND
ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN
91.6731 AND 91.6732.
17.SLIDING DOORS AND WINDOWS SHALL BE PROVIDED WITH
A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL
IN THE CLOSED OR PARTIALLY OPEN POSITION.
18.PROVIDE AN ALARM FOR THE DOORS TO THE DWELLING
THAT FORM A PART OF THE POOL ENCLOSURE. THE ALARM
SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30
SECONDS WHEN THE DOOR IS OPENED. IT SHALL
AUTOMATICALLY RESET AND BE EQUIPPED WITH A
MANUAL MEANS TO DEACTIVATE (FOR 15 SECONDS
MAXIMUM) FOR A SINGLE OPENING. THE DEACTIVATION
SWITCH SHALL BE AT LEAST 54" ABOVE THE FLOOR. P/BC
2001-14.
19.SCREEN BARRICADES, OR FENCES MADE OF MATERIAL
WHICH PRECLUDE HUMAN CLIMBING SHALL BE PROVIDED
AT EVERY PORTION OF EVERY ROOF, BALCONY OR
SIMILAR SURFACE WHICH IS WITHIN 8' OF THE UTILITY POLE
OR SIMILAR STRUCTURE.
20.EGRESS DOORS SHALL BE READILY OPENABLE FROM THE
EGRESS SIDE W/OUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT. CBC 1008.1.8
GENERAL DOOR NOTES:
1. REFER TO DOOR SCHEDULE FOR EXACT SPECIFICATIONS &
NOTES.
2. ALL DOOR DIMENSIONS ARE APPROXIMATE ONLY.
ACTUAL DIMENSIONS MUST BE DETERMINED AND VERIFIED
ON-SITE. GC TO VERIFY SIZES OF ALL WINDOWS AND
ROUGH OPENINGS PRIOR TO PURCHASE OF ANY UNITS.
3. VERIFY ALL SIZES ON SCHEDULE WITH ELEVATIONS.
4. GLAZING CERTIFICATE MUST ACCOMPANY GLAZING
PRODUCTS & STATE THAT THE PRODUCT CONFORMS WITH
THE APPLICABLE CONSUMER PRODUCT SAFETY
STANDARDS AND SHALL CLEARLY STATE THE NAME OF THE
MANUFACTURER.
5. GC TO VERIFY THAT ALL GLAZING CORRESPONDS TO TITLE
24 REQUIREMENTS.
6. ALL GLAZING IN HAZARDOUS LOCATIONS SHALL BE
TEMPERED. SEE GLAZING NOTES FOR SPECIFIC
LOCATIONS.
7. ALL ALUMINUM DOORS TO BE TO BE MANUFACTURED BY
A SINGLE MANUFACTURER. WESTERN INTEGRATED OR
APPROVED EQUAL.
8. FINISH DOORS TO MATCH ARCHITECTS SAMPLE. PROVIDE
(3) SAMPLES FOR ARCHITECT'S APPROVAL.
9. UNDERCUT OF ALL DOORS TO BE NO MORE THAN 1"
ABOVE THRESHOLD OR FINISH FLOOR. GC TO CONFIRM
HEIGHT OF ALL FINISH FLOORS BEFORE ORDERING &
INSTALLATION OF ANY DOORS.
10. BOTTOM 10" OF DOORS TO BE SMOOTH & UNINTERRUPTED.
11. PROVIDE DOOR STOPS THROUGHOUT. VERIFY PLACEMENT
OF STOPS W/ ARCHITECT FOR ALL DOORS OPENING MORE
THAN 90 DEG.
12. SET FRAMES ACCURATELY IN POSITION, PLUMBED,
ALIGNED & BRACED SECURELY PRIOR TO WALL FRAME
CONSTRUCTION & UNTIL PERMANENT ANCHORS ARE SET.
AFTER WALL CONSTRUCTION IS COMPLETE, REMOVE
TEMPORARY BRACES & SPREADERS LEAVING SURFACES
SMOOTH & UNDAMAGED. PROVIDE UNIFORM &
MINIMUM CLEARANCES FOR ALL DOORS.
13. VERIFY TYPE HARDWARE THROUGHOUT.
14. GC SHALL BE RESPONSIBLE FOR ARRANGING HIS WORK &
SECURING DELIVERY OF ALL HARDWARE, SO THAT ALL
WORK SHALL PROGRESS WITHOUT DELAY & INTERRUPTION.
15. GC SHALL INSTALL FINISH HARDWARE AS REQUIRED.
HARDWARE SHALL BE FITTED PRIOR TO
PAINTING/STAINING, AND THEN REMOVED. FINAL
PAINTING/STAINING SHALL BE COMPLETED BEFORE FINAL
INSTALLATION OF HARDWARE.
16. PLACE FIRE-RATED FRAMES IN ACCORDANCE W/ NFPA
STANDARD NO. 80 & IN ACCORDANCE W/
MANUFACTURER'S FIRE TEST REPORT INSTALLATION DATA.
17. ALL WOOD DOORS TO BE PREFINISHED, CLEAR SEALED
----------- UNO. STAIN COLOR TO MATCH MILLWORK FINISH
-----. PROVIDE (3) SAMPLES FOR ARCHITECT'S APPROVAL.
SECURITY REQUIREMENTS:
1. PROVIDE MULTI-POINT MEANS OF SECURING INACTIVE
LEAF OF DOUBLE DOORS & UPPER LEAF OF DUTCH DOOR.
91.6711
2. ALL GLASS DOORS TO HAVE FULLY TEMPERED GLASS
COMPLYING W/ 91.6711. SEE GLAZING NOTES FOR
SPECIFIC REQUIREMENTS.
GENERAL WINDOW NOTES:
1. REFER TO WINDOW SCHEDULE FOR EXACT
SPECIFICATIONS & NOTES.
2. ALL WINDOWS TO BE WESTERN INTEGRATED OR
APPROVED EQUAL.
3. ALL WINDOW DIMENSIONS ARE APPROXIMATE ONLY.
ACTUAL DIMENSIONS MUST BE DETERMINED AND VERIFIED
ON-SITE. GC TO VERIFY SIZES OF ALL WINDOWS AND
ROUGH OPENINGS PRIOR TO PURCHASE OF ANY UNITS.
4. VERIFY ALL SIZES ON SCHEDULE WITH ELEVATIONS.
5. GLAZING CERTIFICATE MUST ACCOMPANY GLAZING
PRODUCTS & STATE THAT THE PRODUCT CONFORMS WITH
THE APPLICABLE CONSUMER PRODUCT SAFETY
STANDARDS AND SHALL CLEARLY STATE THE NAME OF THE
MANUFACTURER.
6. GLASS EDGE CLEARANCE IN FIXED OPENINGS SHALL NOT
BE LESS THAN REQUIRED FOR WIND & EARTHQUAKE DRIFT.
7. GC TO VERIFY THAT ALL GLAZING CORRESPONDS TO TITLE
24 REQUIREMENTS.
8. ALL GLAZING IN HAZARDOUS LOCATIONS SHALL BE
TEMPERED. SEE GLAZING NOTES FOR SPECIFIC
GLAZING NOTES:
EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS
LOCATIONS SHALL BE IDENTIFIED BY A MANUFACTURERS
DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE
MANUFACTURER OR INSTALLER AND THE SAFETY GLAZING
STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC
HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY
GLAZING. GLAZING IN: SECTION 2406
a.SWING DOORS.
b.FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES
AND PANELS IN SLIDING AND BI-FOLD CLOSET DOOR
ASSEMBLIES.
c.STORM DOORS.
d.UNFRAMED SWINGING DOORS.
e.DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS,
SAUNAS, STEAM ROOMS, BATHTUBS, AND SHOWERS.
f.FIXED OR OPERABLE PANELS ADJACENT TO A DOOR
WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN
24 INCHES (610 MM) ARC OF EITHER VERTICAL EDGE OF THE
DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES
(1,525 MM) ABOVE THE WALKING SURFACE. READ CODE
FOR EXCEPTIONS.
g.FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN
ITEMS E AND F, WHICH MEETS ALL OF THE FOLLOWING
CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL
INSTALLATION).
i.EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9
SQUARE FEET (0.84 M2 )
ii.EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (457 MM)
ABOVE THE FLOOR.
iii.EXPOSED TOP EDGE GREATER THAN 36 INCHES (914 MM)
ABOVE THE FLOOR.
iv.ONE OR MORE WALKING SURFACES WITHIN 36 INCHES
(914 MM) HORIZONTALLY OF THE PLANE OF THE GLAZING.
h.GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT
ABOVE A WALKING SURFACE. INCLUDED ARE STRUCTURAL
BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.
i.WALLS AND FENCES ENCLOSING INDOOR AND OUTDOOR
SWIMMING POOLS AND SPAS WHERE ALL OF THE FOLLOWING
CONDITIONS ARE PRESENT:
i.THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60
INCHES (1,525 MM) ABOVE A WALKING SURFACE ON
THE POOL OR SPA SIDE OF THE GLAZING.
ii.THE GLAZING IS WITHIN 60 INCHES (1,525 MM) OF A
SWIMMING POOL OR SPA WATERS EDGE.
j.ADJACENT TO STAIRWAYS, LANDINGS AND RAMPS WITHIN
36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE
EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES
ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE(READ
CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
k.ADJACENT TO STAIRWAYS WITHIN 60 INCHES
HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY IN ANY
DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS
THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE
FOR EXCEPTION WITH SPECIAL INSTALLATION).
DOOR TYPES
SCALE: 1/4" = 1'-0"
1
WINDOW TYPES
SCALE: 1/4" = 1'-0"
2
NOTE: GC TO VERIFY THE OPERABLE DIRECTION OF ALL WINDOWS WITH BUILDING ELEVATIONS PRIOR TO ORDERING UNITS
NOTE: GC TO VERIFY THE OPERABLE DIRECTION OF ALL DOORS WITH FLOOR PLANS PRIOR TO ORDERING UNITS
WINDOW SCHEDULE
I.D.LOCATION
WINDOW FRAME
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HARD-
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DETAILS
TYPE UNIT SIZE (W X H)MATERIAL FINISH HEAD JAMB SILLWALL
DEPTH
SC
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E
E
N
U-FACTOR SHGC
W101 BEDROOM 101 A 4'-0" X 5'-0" V.I.F.PER PLN.VINYL TBD ----0.29 0.20 (E) CONTRACTOR TO VERIFY HEIGHT & SIZE ALIGNS WITH (E)
I.D.LOCATION
DOOR
DOOR SCHEDULE
FRAME
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HARD-
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GROUP
CLOSER
DETAILS
REMARKS
TYPE UNIT SIZE (W X H)THK.MATERIAL FINISH MATERIAL FINISH HEAD JAMB SILL
1011 BEDROOM 101 A 2'-8" X 6'-8" V.I.F.--TBD TBD TBD TBD --------
TE
M
P
E
R
E
D
U-FACTOR SHGC
W102 BEDROOM 101 A 3'-4" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
W103 BEDROOM 101 A 3'-4" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
W104 (E) KITCHEN 102 B 4'-4" X 3'-0" V.I.F.PER PLN.VINYL TBD ----'' "
W105 (E) BEDROOM 103 A 2'-6" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
W106 (E) BEDROOM 103 A 2'-6" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
W107 (E) BEDROOM 103 A 2'-6" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
W108 (E) MASTER BATH 105 C 2'-0" X 2'-0" V.I.F.PER PLN.VINYL TBD ----'' "
'' "W109 (E) MASTER BEDROOM 106 A 2'-6" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
'' "W110 (E) MASTER BEDROOM 106 A 2'-6" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
'' "W111 (E) BEDROOM 107 A 2'-6" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
'' "W112 (E) BEDROOM 107 A 2'-6" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
'' "W113 (E) LIVING ROOM 108 A 3'-0" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
'' "W114 (E) LIVING ROOM 108 A 3'-0" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
'' "W115 (E) LIVING ROOM 108 A 4'-0" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
'' "W116 (E) LIVING ROOM 108 A 4'-0" X 5'-0" V.I.F.PER PLN.VINYL TBD ----'' "
1042 (E) BATH 104 B 2'-8" X 6'-8" V.I.F.--TBD TBD TBD TBD --------
1081 (E) LIVING ROOM 108 B 3'-0" X 6'-8" V.I.F.--TBD TBD TBD TBD --------
1031 (E) BEDROOM 103 A 2'-8" X 6'-8" V.I.F.--TBD TBD TBD TBD ------------
1041 (E) BATH 104 A 2'-8" X 6'-8" V.I.F.--TBD TBD TBD TBD ------------
1051 (E) MASTER BATH 105 A 2'-8" X 6'-8" V.I.F.--TBD TBD TBD TBD --------
1061 (E) MASTER BEDROOM 106 A 2'-8" X 6'-8" V.I.F.--TBD TBD TBD TBD --------
1062 (E) MASTER BEDROOM 106 C 5'-0" X 6'-8" V.I.F.--TBD TBD TBD TBD --------
1071 A 2'-8" X 6'-8" V.I.F.--TBD TBD TBD TBD --------
1072 (E) BEDROOM 107 C 5'-0" X 6'-8" V.I.F.--TBD TBD TBD TBD --------
(E) BEDROOM 107
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
0.29 0.20
----
HOLD-2001 S Birch
St10/30/2024
D2
D3
D1
D1
(E
)
4
'
-
0
"
x
5
'
-
0
"
V
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F
.
(E
)
4
'
-
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"
x
5
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-
0
"
V
.
I
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F
.
(E) 3'-0" x 5'-0" V.I.F.(E) 3'-0" x 5'-0" V.I.F.(E) 2'-6" x 5'-0" V.I.F.(E) 2'-6" x 5'-0" V.I.F.(E) 2'-6" x 5'-0" V.I.F.(E) 2'-6" x 5'-0" V.I.F.
(E
)
2
'
-
0
"
x
2
'
-
0
"
V
.
I
.
F
.
(E
)
2
'
-
6
"
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5
'
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(E) 2'-6" x 5'-0"(E) 2'-6" x 5'-0"(E) 4'-4" x 3'-0" V.I.F.(E) 3'-4" x 5'-0" V.I.F.(E) 3'-4" x 5'-0" V.I.F.
(E
)
4
'
-
0
"
x
5
'
-
0
"
V
.
I
.
F
.
(E
)
S
U
B
EP
(E) WH(E) LIVING RM
(E) DINING ROOM (E) KITCHEN (E) BEDROOM
(E) MASTER BEDROOM
(E) MASTER BATH
(E) BEDROOM
(E) BATH
(E) GARAGE
(E
)
E
P
D1
D3
D4
D3
D3 D3D3 D3 D3
D3
D3D3D3D3D3D3
D3
D5
D5
D3
D6
D4
D7
(E) LIVING RM
108
BEDROOM
101
(E) KITCHEN
102
(E) BEDROOM
103
(E) MASTER BEDROOM
106
(E) MASTER BATH
105
(E) BEDROOM
107
(E) BATH
104
(E) GARAGE
109
W/D
S CO
S
S
S
S
WH
S CO
J +COORD. RANGE
DS
L02
L04
+60" H
+42" GFCI
+42" GFCI +42" GFCI
J
G.
D
.
/
D
.
W
.
J +COORD. HOOD
+4
2
"
G
F
C
I
D
L01 L01
L01 L01
L01 L01 L01L01L01
L01L01
L01L01
D
3
D
3
D
3
D
3
D3
L0
3
L04
L04
D
L01
L01
L01
L01
D
3
L01
L01
L01
L01
D
3
D
L0
2
L01
L01 (WET)
L01
S
D
L01 L01
D 3
D 3
S
D3
D3
D
3
L01 L01
L01 L01
L01
D
L01
L01
L01
L0
3
S
66
"
H
66
"
H
C
66
"
H
+4
2
"
G
F
C
I
+4
2
"
G
F
C
I
66
"
H
66
"
H
C
66
"
H
+4
2
"
1
2
0
V
+4
2
"
1
2
0
V
/
2
4
0
V
EP
SUB
EP
GAS
GA
S
SU
B
EP
5 5 5
55512
4
1 2
A
B
43
C
FO
F
FO
F
FOF
FOF
(E) 4'-0 3/8"
V.I.F.(E) 37'-9 1/2" V.I.F.(E) 5'-5 5/8" V.I.F.
(E) 47'-3 1/2" V.I.F.
(E
)
1
2
'
-
6
3
/
8
"
V
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(E
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1
8
'
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1
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8
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)
3
0
'
-
6
1
/
2
"
V
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F
.
(E) 10'-10 1/4" V.I.F.(E) 14'-1 1/2" V.I.F.(E) 12'-9 3/4" V.I.F.
(E) 13'-4 5/8" V.I.F.(E) 14'-2 5/8" V.I.F.(E) 14'-2 5/8" V.I.F.
6
(E) 3'-0"
V.I.F.
(E)
11"
(E) +8'-6" V.I.F.
FIN CLG
(E) +8'-6" V.I.F.
FIN CLG
(E) +8'-6" V.I.F.
FIN CLG
(E) +8'-6" V.I.F.
FIN CLG
(E) +8'-6" V.I.F.
FIN CLG
(E) +8'-6" V.I.F.
FIN CLG
(E) +8'-6" V.I.F.
FIN CLG
8
1081
W101
W102 W103 W104 W105 W106
W107
W108
W109W110W111W112W113W114
W116
W115
1011
1042
1051
1031
1041
1061
1062
1072
1071
1'
-
6
"
1'
-
6
"
2'-0"
18"18"
3
3'
-
0
"
7
7.75" MAX
PA / PM:
DRAWN BY:
PROJECT NUMBER:
TH
E
S
E
D
R
A
W
I
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S
A
N
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S
P
E
C
I
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I
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A
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N
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A
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E
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H
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O
P
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R
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A
N
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C
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M
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A
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B
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B
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E
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A
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A
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A
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A
N
Y
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A
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L
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B
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B
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F
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S
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I
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I
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T
O
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H
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C
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M
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N
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M
E
N
T
O
F
A
N
Y
W
O
R
K
.
TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
4 08-19-2024 PC CORRECTIONS 3
C-35111
REN. 2/28/2025
5 09-13-2024 PC CORRECTIONS 4
A2.1
FIRST FLOOR DEMOLITION
PLAN & FIRST FLOOR
REFLECTED CEILING PLAN
FIRST FLOOR DEMOLITION PLAN
SCALE: 1/4" = 1'-0"
1
CO CARBON MONOXIDE DETECTOR
LEGEND
EXISTING WALL, DOOR OR OTHER STRUCTURE TO
REMAIN
EXISTING WALL, DOOR OR OTHER STRUCTURE TO BE
DEMOLISHED AS NOTED
NEW FULL HEIGHT PARTITION, SEE WALL TYPES
DOOR, SEE SCHEDULE, SHEET A10.1
WINDOW, SEE SCHEDULE, SHEET A10.2
SMOKE DETECTOR (HARD-WIRED W/ BATTERY
BACK-UP AND INTERCONNECTED TO OTHER
DETECTORS FOR SIMULTANEOUS ALARM)
CARBON MONOXIDE DETECTOR
CEILING MOUNTED EXHAUST FAN DUCTED TO
EXTERIOR WITH HUMIDITY SENSOR
DIMMER SWITCH
RECESSED DOWNLIGHT
WALL SCONCE
DUPLEX OUTLET
DUPLEX OUTLET WITH GROUND FAULT INTERRUPT
1.DO NOT SCALE DRAWINGS
2.GC TO ISSUE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE
UNCLEAR, OR CONTRADICTORY. ANY ASSUMPTIONS SHOULD BE IN
WRITING & NO DEVIATIONS FROM THE DRAWINGS OR SPECS SHALL BE
ACCEPTED UNLESS APPROVED.
3.GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS
AND EXISTING CONDITIONS. GC TO NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE COMMENCING WORK.
4.ALL DIMENSIONS FROM FACE OF STUD UNLESS NOTED OTHERWISE.
5.PROVIDE ALL BACKING AS REQUIRED BY MFR & CODE FOR ALL
SPECIALITY ITEMS, BATH ACCESSORIES & HANDRAILS.
6.PROVIDE POWER, GAS & WATER FINAL CONNECTIONS FOR ALL
APPLIANCES & PLUMBING FIXTURES PER CODE REQUIREMENTS & MFR
RECOMMENDATIONS.
7.PREP ALL NEW WALLS FOR PAINT PER INTERIOR SPEC & ENSURE ALL
SURFACES ARE FREE OF DEFECTS. PROVIDE MIN. 2 COATS PRIMER &
ADDITIONAL 2 COATS FINISH PAINT. EGGSHELL FINIHS ON WALLS & FLAT
FINISH ON CEILINGS, TYP.
8.PROVIDE ULTRA-FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION.
EXISTING SHOWER HEADS AND TOILETS MUST BE ADAPTED FOR LOW
WATER CONSUMPTION.
9.PROVIDE (70) (72) INCH HIGH NON-ABSORBENT WALL ADJACENT TO
SHOWER AND APPROVED SHATTER-RESISTANT MATERIALS FOR SHOWER
ENCLOSURE. (1210.2.3, 2406.4.5, R307.2, R308.4)
10.WATER HEATER MUST BE STRAPPED TO WALL. (507.3 & LAPC)
11.SPRINKLER SYSTEM MUST BE APPROVED BY THE MECHANICAL DIVISION
PRIOR TO INSTALLATION.
12.A FIRE ALARM (VISUAL AND AUDIBLE) SYSTEM IS REQUIRED. THE ALARM
SYSTEM MUST BE APPROVED BY THE FIRE DEPARTMENT AND ELECTRICAL
PLAN CHECK PRIOR TO INSTALLATION. (LAMC 57.122)
13.CARBON MONOXIDE ALARM IS REQUIRED. (915.4, R315
1.DO NOT SCALE DRAWINGS.
2.GC TO ISSUE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE
UNCLEAR, OR CONTRADICTORY. ANY ASSUMPTIONS SHOULD BE IN
WRITING & NO DEVIATIONS FROM THE DRAWINGS OR SPECS SHALL BE
ACCEPTED UNLESS APPROVED.
3.GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS
AND EXISTING CONDITIONS. GC TO NOTIFY ARCHITECT OF ANY
DISCREPENCIES BEFORE COMMENCING WORK.
4.GC TO REMOVE ALL WALLS, WINDOWS, DOORS, MILLWORK, ELECTRICAL,
LIGHTING, MECHANICAL FIXTURES, ETC AS REQUIRED TO PERFORM SCOPE
OF WORK. CAP ALL EXISTING OUTLETS, VENTS & PIPES BEING
ABANDONED.
5.GC TO PROTECT, PATCH & REPAIR ALL AREAS ADJACENT TO DEMOLITION
AS REQUIRED.
6.GC TO MAINTAIN FULLY CHARGED FIRE EXTINGUISHER READILY
AVAILABLE DURING DEMOLITION OPERATIONS.
7.SPRINKLER SYSTEM TO BE LEFT INTACT AS-IS DURING DEMOLITION. GC
RESPONSIBLE FOR SUPPORTING ALL LIFE SAFETY DEVICES IN A MANNER
THAT DOES NOT IMPEDE IT'S FUNCTION IN ANY WAY IF A STRUCTURE
HOLDING THE DEVICE IS REMOVED.
DEMOLITION NOTES
GENERAL NOTES
###X
####
DEMOLITION KEYNOTES
D1.(E) PORTION OF WALL TO BE REMOVED, SHOWN DASHED
D2.(E) CONCRETE PAD, STEPS AND ROOF ABOVE TO BE REMOVED,
SHOWN DASHED.
D3.(E) DOOR OR WINDOW AND FRAME TO BE REMOVED
D4. (E) ELEC PANEL TO BE REMOVED
D5.(E) PLUMBING FIXTURES TO BE REMOVED
D6.(E) WATER HEATER TO BE REMOVED.
D7. (E) EXPOSED BEAM TO REMAIN
#
FLOOR PLAN & RCP KEYNOTES
1.KITCHEN MILLWORK. GC TO COORDINATE LAYOUT, FINISH AND
UTILITIES WITH OWNER
2.APPLIANCE BY OWNER. GC TO PROVIDE POWER AND GAS PER
MANUFACTURER'S RECOMMENDATIONS
3.NEW INSTANTANEOUS WATER HEATER PER T24 REPORT (T3.1-T3.2)
4.(E) LANDING TO REMAIN & STEP TO REMAIN
5.5/8" PAINTED DRYWALL CLG
6.NEW 100 AMP ELEC PANEL
7.50-100 SUB PANEL FOR GARAGE. GC TO COORDINATE SUB PANEL
AMP WITH OWNER.
8.24"X30" MIN ATTIC ACCESS ABOVE
#
CO
S
D
L--
L--
GF
I
FIRST FLOOR PLAN AND REFLECTED CEILING PLAN
SCALE: 1/4" = 1'-0"
2
HOLD-2001 S Birch
St10/30/2024
(E)
3'
-
8
"
V
.
I
.
F
.
12
'
-
2
"
V
.
I
.
F
.
8'
-
6
"
V
.
I
.
F
.
1ST F.F.
+0.00 V.I.F.
TOP PLATE
+8'-6" V.I.F.
TOP OF ROOF
+14-2" V.I.F.
1
3(E
)
3
'
-
8
1
/
2
"
(E
)
1
1
'
-
8
1
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2
"
V
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.
(E
)
8
'
-
0
"
V
.
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F
.
GARAGE F.F.
+0.00 V.I.F.
(E) TOP PLATE
+8'-0" V.I.F.
(E) TOP OF ROOF
+11'-8 1/2" V.I.F.
TOP OF RIDGE
+12'-2" V.I.F.
2'
-
0
"
14
'
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2
"
V
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45 55
276
3
TYP
7
3
7
4'
-
0
"
M
I
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(E)
3'
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8
"
12
'
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2
"
V
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8'
-
6
"
V
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.
1ST F.F.
+0.00 V.I.F.
TOP PLATE
+8'-6" V.I.F.
TOP OF ROOF
+14'-2" V.I.F.
TOP OF RIDGE
+12'-2" V.I.F.
14
'
-
2
"
V
.
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5
3
2
TYP
(E
)
3
'
-
8
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/
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)
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1
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'
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V
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GARAGE F.F.
+0.00 V.I.F.
(E) TOP PLATE
+8'-0" V.I.F.
(E) TOP OF ROOF
+11'-8 1/2" V.I.F.
3
3'
-
8
"
V
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8'
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6
"
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.
1ST F.F.
+0.00 V.I.F.
TOP PLATE
+8'-6" V.I.F.
TOP OF ROOF
+14-2" V.I.F.
TOP OF RIDGE
+12'-2" V.I.F.
2'
-
0
"
14
'
-
2
"
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4 5
3 2 3
TYP
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4'
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2'
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11
'
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8'
-
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.
1ST F.F.
+0.00 V.I.F.
TOP PLATE
+8'-6" V.I.F.
TOP OF ROOF
+14'-2" V.I.F.
TOP OF RIDGE
+11'-2" V.I.F.
14
'
-
2
"
V
.
I
.
F
.
5
3
1
6
2
TYP
7
4'
-
0
"
M
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PA / PM:
DRAWN BY:
PROJECT NUMBER:
TH
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D
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A
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P
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A
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M
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A
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O
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K
.
TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
4 08-19-2024 PC CORRECTIONS 3
C-35111
REN. 2/28/2025
5 09-16-2024 PC CORRECTIONS 4
A5.1
EXTERIOR ELEVATIONSWEST ELEVATION
SCALE: 1/4" = 1'-0"
4
1.DO NOT SCALE DRAWINGS.
2.GC TO ISSUE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE
UNCLEAR, OR CONTRADICTORY. ANY ASSUMPTIONS SHOULD BE IN
WRITING & NO DEVIATIONS FROM THE DRAWINGS OR SPECS SHALL BE
ACCEPTED UNLESS APPROVED.
3.GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS
AND EXISTING CONDITIONS. GC TO NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE COMMENCING WORK.
4.DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH
MATERIALS AND AS REQUIRED IN SECTION R406.1.
5.EXTERIOR FINISH INDICATED AT NEW CONSTRUCTION ONLY. (E) EXTERIOR
FINISH TO REMAIN U.N.O.
GENERAL NOTES
ELEVATION KEYNOTES
1.DOOR PER SCHEDULE
2.WINDOW PER SCHEDULE
3.INTEGRAL COLOR STUCCO, COLOR & TEXTURE TBD, O/SELF FURRING
PAPER BACKED METAL LATH. CONTRACTOR TO COORDINATE WITH
OWNER / DESIGNER
4.GC TO INSPECT AND REPLACE FIRE DAMAGED PORTION OF ROOF
FRAMING AS REQUIRED, WITH (E) SIZE, KIND, TYPE AND SPACING
UNLESS OTHERWISE STATED. (E) 2x4 FIRE DAMAGED ROOF RAFTERS
("RR") @ 16" O.C. TO BE REPLACED WITH 2X6 @ 16" O.C W/ (E)
UNDAMAGED 2X4 RR TO REMAIN. (E) PLYWOOD SHEATHING
REPLACED WITH 15/32" OSB RADIANT BARRIER O/ ENTIRE ROOF O/ (E)
1X4 SPACE, W/ SHEATHING NAILING PATTERN 6" OC ON EDGES, AND
12" O.C. ON FIELD, W/ #8D NAILING. REPLACE CLASS 'A' ASPHALT
ROOFING TO MATCH (E) STYLE, TEXTURE AND COLOR W/ ROOFING
UNDERLAYMENT PER MANUF PLYWOOD SHEATHING.
(GAF ICC-ESR-1475 OR APPROVED EQ)
5.(E) ASPHALT TILE ROOFING TO REMAIN
6.(E) STAIRS AND (E) LANDING TO REMAIN
7.WOOD SIDING TO MATCH (E) STYLE. COLOR TBD, CONTRACTOR TO
COORDINATE WITH OWNER / DESIGNER.
#
EAST ELEVATION
SCALE: 1/4" = 1'-0"
3
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
2
NORTH ELEVATION
SCALE: 1/4" = 1'-0"
2
HOLD-2001 S Birch
St10/30/2024
(E)
(E)
(E
)
3
'
-
8
1
/
2
"
(E
)
1
1
'
-
8
1
/
2
"
V
.
I
.
F
.
(E
)
8
'
-
0
"
V
.
I
.
F
.
GARAGE F.F.
+0.00 V.I.F.
(E) TOP PLATE
+8'-0" V.I.F.
(E) TOP OF ROOF
+11'-8 1/2" V.I.F.
3
5
7
4'
-
0
"
M
I
N
(E)
(E
)
3
'
-
8
1
/
2
"
(E
)
1
1
'
-
8
1
/
2
"
V
.
I
.
F
.
(E
)
8
'
-
0
"
V
.
I
.
F
.
GARAGE F.F.
+0.00 V.I.F.
(E) TOP PLATE
+8'-0" V.I.F.
(E) TOP OF ROOF
+11'-8 1/2" V.I.F.
7
5
3
4'
-
0
"
M
I
N
PA / PM:
DRAWN BY:
PROJECT NUMBER:
TH
E
S
E
D
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A
W
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S
A
N
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S
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M
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N
C
E
M
E
N
T
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F
A
N
Y
W
O
R
K
.
TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
4 08-19-2024 PC CORRECTIONS 3
C-35111
REN. 2/28/2025
5 09-16-2024 PC CORRECTIONS 4
A5.2
EXTERIOR ELEVATIONSWEST GARAGE ELEVATION
SCALE: 1/4" = 1'-0"
1
1.DO NOT SCALE DRAWINGS.
2.GC TO ISSUE RFI (REQUEST FOR INFORMATION) FOR ITEMS THAT ARE
UNCLEAR, OR CONTRADICTORY. ANY ASSUMPTIONS SHOULD BE IN
WRITING & NO DEVIATIONS FROM THE DRAWINGS OR SPECS SHALL BE
ACCEPTED UNLESS APPROVED.
3.GENERAL CONTRACTOR SHALL FIELD VERIFY ALL EXISTING DIMENSIONS
AND EXISTING CONDITIONS. GC TO NOTIFY ARCHITECT OF ANY
DISCREPANCIES BEFORE COMMENCING WORK.
4.DAMPPROOFING, WHERE REQUIRED, SHALL BE INSTALLED WITH
MATERIALS AND AS REQUIRED IN SECTION R406.1.
5.EXTERIOR FINISH INDICATED AT NEW CONSTRUCTION ONLY. (E) EXTERIOR
FINISH TO REMAIN U.N.O.
GENERAL NOTES
ELEVATION KEYNOTES
1.DOOR PER SCHEDULE
2.WINDOW PER SCHEDULE
3.INTEGRAL COLOR STUCCO, COLOR & TEXTURE TBD, O/SELF FURRING
PAPER BACKED METAL LATH. CONTRACTOR TO COORDINATE WITH
OWNER / DESIGNER
4.GC TO INSPECT AND REPLACE FIRE DAMAGED PORTION OF ROOF
FRAMING AS REQUIRED, WITH (E) SIZE, KIND, TYPE AND SPACING
UNLESS OTHERWISE STATED. (E) 2x4 FIRE DAMAGED ROOF RAFTERS
("RR") @ 16" O.C. TO BE REPLACED WITH 2X6 @ 16" O.C W/ (E)
UNDAMAGED 2X4 RR TO REMAIN. (E) PLYWOOD SHEATHING
REPLACED WITH 15/32" OSB RADIANT BARRIER O/ ENTIRE ROOF O/ (E)
1X4 SPACE, W/ SHEATHING NAILING PATTERN 6" OC ON EDGES, AND
12" O.C. ON FIELD, W/ #8D NAILING. REPLACE CLASS 'A' ASPHALT
ROOFING TO MATCH (E) STYLE, TEXTURE AND COLOR W/ ROOFING
UNDERLAYMENT PER MANUF PLYWOOD SHEATHING.
(GAF ICC-ESR-1475 OR APPROVED EQ)
5.(E) ASPHALT TILE ROOFING TO REMAIN
6.(E) STAIRS AND (E) LANDING TO REMAIN
7.WOOD SIDING TO MATCH (E) STYLE. COLOR TBD, CONTRACTOR TO
COORDINATE WITH OWNER / DESIGNER.
#
EAST GARAGE ELEVATION
SCALE: 1/4" = 1'-0"
2
HOLD-2001 S Birch
St10/30/2024
PA / PM:
DRAWN BY:
PROJECT NUMBER:
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
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A
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N
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F
A
N
Y
W
O
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K
.
TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
C-35111
REN. 2/28/2023
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
T3.1
TITLE 24 REPORT
NOTE TO CONTRACTOR
GC TO REVIEW TITLE 24 CERTIFICATE OF COMPLIANCE PRIOR TO START OF CONSTRUCTION AND ORDERING OF MATERIAL TO ENSURE THAT
ALL SYSTEMS, APPLIANCES, INSULATION AND GLAZING MEET THE REQUIRED BENCHMARKS STATED IN THIS FORM. SPECIAL INSPECTIONS
DURING CONSTRUCTION MAY BE REQUIRED.
HOLD-2001 S Birch
St10/30/2024
PA / PM:
DRAWN BY:
PROJECT NUMBER:
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
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C
I
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N
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N
T
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F
A
N
Y
W
O
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K
.
TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
C-35111
REN. 2/28/2023
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
T3.2
TITLE 24 REPORT
(CONTINUED)
HOLD-2001 S Birch
St10/30/2024
PA / PM:
DRAWN BY:
PROJECT NUMBER:
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
E
C
I
F
I
C
A
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I
O
N
S
A
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T
H
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P
R
O
P
E
R
T
Y
A
N
D
C
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.
A
N
Y
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B
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B
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N
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E
M
E
N
T
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F
A
N
Y
W
O
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K
.
TN/TB
TB
24006
architect's stamp:
consultant's stamp:
NO.DATE SUBMITTAL
1 04-29-2024 PLAN CHECK SUBMITTAL
2001 S BIRCH STREET,
SANTA ANA, CA 92707
RESTORATION
BIRCH ST
THE
2125 Ocean Park Boulevard
Santa Monica, CA 90405
Tel: 949 395 1718
2 06-26-2024 PC CORRECTIONS 1
3 07-09-2024 PC CORRECTIONS 2
4 08-19-2024 PC CORRECTIONS 3
C-35111
REN. 2/28/2025
5 09-13-2024 PC CORRECTIONS 4
T3.3
MANDATORY MEASURES
SUMMARY
HOLD-2001 S Birch
St10/30/2024