HomeMy WebLinkAbout400 S Baldwin Ave - 2024 - Marketing OfficeT101
TITLE SHEET
SYMBOL LEGEND
ABBREVIATIONS
GENERAL PROJECT DATA PROJECT TEAM
1.ALL WORK PERFORMED AND MATERIAL PROVIDED BY THE CONTRACTOR SHALL
CONFORM TO THE LATEST APPLICABLE BUILDING CODES AND CONSTRUCTION
STANDARDS, WHETHER OR NOT SPECIFIED ON THE DOCUMENTS.
2.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DOCUMENTS ARE CONSIDERED
CONSTRUCTION STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING
THEIR DEFINITION, THE ARCHITECT SHALL BE NOTIFIED FOR CLARIFICATION.
3.THE 'GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION', STANDARD
FORM A201 OF THE AMERICAN INSTITUTE OF ARCHITECTS, LATEST EDITION, ARE
MADE A PART OF THE CONSTRUCTION DOCUMENTS, AND SHALL APPLY TO THE
GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS.
4.THESE DOCUMENTS ARE INTENDED TO CONVEY THE GENERAL DESIGN INTENT.
THE HIGHEST LEVEL OF MATERIAL AND WORKMANSHIP SHALL BE USED
THROUGHOUT. ALL CONSTRUCTION DOCUMENTS ARE COMPLEMENTARY, AND
WHAT IS CALLED FOR BY ANY WILL BE PROVIDED AS IF CALLED FOR BY ALL.
5.AT THE TIME OF BID SUBMITTAL, THE CONTRACTOR SHALL ADVISE ARCHITECT, IN
WRITING, OF ANY SPECIFIED MATERIALS OR EQUIPMENT WHICH ARE EITHER
UNAVAILABLE OR WILL CAUSE A DELAY IN THE COMPLETION OF CONSTRUCTION.
NO SUBSTITUTIONS OF SPECIFIED MATERIALS SHALL BE PERMITTED WITHOUT
FIRST SUBMITTING SPECIFICATIONS, SAMPLES, AND FOR THE ARCHITECT'S
REVIEW.
6.THE CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS AND CONDITIONS AT
JOB SITE PRIOR TO COMMENCEMENT OF ANY WORK, AND SHALL REQUEST
CLARIFICATION FROM THE ARCHITECT IMMEDIATELY FOR ANY DISCREPANCIES
OR OMISSIONS BETWEEN THE DOCUMENTS AND FIELD CONDITIONS. THE MOST
STRINGENT REQUIREMENT OF THE CONSTRUCTION DOCUMENTS, OR APPLICABLE
CODES OR STANDARDS, SHALL GOVERN.
7.ALL DIMENSIONS GIVEN ARE FROM CENTERLINE OF BEAM OR COLUMN, OR FROM
FACE OF FRAMING OR FACE OF MASONRY TYPICAL, UNLESS NOTED OTHERWISE.
DO NOT SCALE DRAWINGS! DIMENSIONS GOVERN, AND LARGE SCALE DETAILS
GOVERN OVER SMALLER SCALE DETAILS. IF DIMENSIONAL DISCREPANCIES ARE
ARE DISCOVERED, THE CONTRACTOR SHALL BRING THEM TO THE ATTENTION OF
THE ARCHITECT IMMEDIATELY FOR CLARIFICATION.
8.SOLELY AS A CONVENIENCE TO THE OWNER, THE ARCHITECT MAY INCLUDE
DOCUMENTS PREPARED BY THE OWNER'S OTHER CONSULTANTS (I.E.: SOILS
REPORT), OR INCORPORATE THE RECOMMENDATIONS OF SAID CONSULTANTS
INTO THE DOCUMENTS PREPARED OR ISSUED BY THE ARCHITECT. IT IS
EXPRESSLY UNDERSTOOD THAT, BY SUCH ISSUANCE, THE ARCHITECT ASSUMES
NO LIABILITY FOR THE SERVICES OF SAID CONSULTANTS.
9.THE CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF
CONSTRUCTION DOCUMENTS ON-SITE DURING ALL PHASES OF THE WORK. THE
CONTRACTOR SHALL SEE THAT ALL SUB-CONTRACTORS RECEIVE THE LATEST
CONSTRUCTION DOCUMENTS.
10.THE CONTRACTOR, AND THE SUB-CONTRACTORS, SHALL REVIEW THE
CONSTRUCTION DOCUMENTS FOR ISSUES RELATED TO EACH TRADE PRIOR TO
COMMENCEMENT OF CONSTRUCTION. THE CONTRACTOR SHALL COORDINATE
THE WORK OF ALL SUB-CONTRACTORS, AND REPORT ANY DISCREPANCIES
IMMEDIATELY TO THE ARCHITECT FOR CLARIFICATION.
11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS NECESSARY FOR
THE EXECUTION AND COMPLETION OF THE WORK. FORWARD COPIES OF ALL
EXECUTED PERMITS TO THE ARCHITECT.
12.THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL INSPECTIONS OR
TESTS INDICATED ON THE CONSTRUCTION DOCUMENTS OR REQUIRED BY ANY
GOVERNMENT AGENCY. THE OWNER WILL HIRE THE TESTING SERVICE(S) OR
INSPECTOR(S) DIRECTLY.
13.THE CONTRACTOR SHALL HAVE A REGISTERED CIVIL ENGINEER CERTIFY ALL THE
BUILDING PAD ELEVATIONS TO THE CITY OF
ARCADIA, THE OWNER, AND THE ARCHITECT.
14.THE CONTRACTOR SHALL PROVIDE PUBLIC PROTECTION AS REQUIRED BY CITY
AGENCIES, AND SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR
JOBSITE CONDITIONS DURING THE COURSE OF CONSTRUCTION, INCLUDING THE
SAFETY OF ALL PERSONS AND PROPERTY. THIS REQUIREMENT WILL APPLY
CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE
CONTRACTOR SHALL PROTECT IN PLACE ALL EXISTING SURFACES TO REMAIN,
AND SHALL PATCH, REPAIR, OR REPLACE ANY EXISTING SURFACES DAMAGED
DURING DEMOLITION OR CONSTRUCTION AT NO ADDITIONAL COST TO THE
OWNER.
15.DURING THE ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION, ALL REQUIRED
EXIT WAYS, SIGNS, LIGHTING, FIRE PROTECTION DEVICES, AND ALARMS FROM
THE BUILDING TO THE PUBLIC WAY SHALL BE CONTINUOUSLY MAINTAINED.
16.IF THERE ARE TRENCHES OR EXCAVATIONS 5'-0" OR MORE IN DEPTH INTO WHICH
A PERSON MUST DESCEND, OR IF THERE IS ANY DEMOLITION OR CONSTRUCTION
OF ANY BUILDING, STRUCTURE, SCAFFOLDING, OR FALSEWORK MORE THAN
THREE STORIES OR 36'-0" IN HEIGHT, THE CONTRACTOR SHALL OBTAIN THE
NECESSARY PERMIT(S) FROM THE CALIFORNIA STATE DIVISION OF INDUSTRIAL
SAFETY.
17.THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR SCHEDULING OF THE WORK
REQUIRED TO COMPLETE THE JOB. THE CONTRACTOR SHALL COORDINATE ALL
PERMITS, SHOP DRAWINGS, SPECIAL FABRICATIONS, AND VENDOR SUPPLIED
ITEMS WITH THE PROJECT SCHEDULE.
18.THE CONTRACTOR SHALL COORDINATE WITH THE OWNER OR BUILDING
MANAGEMENT TO DETERMINE THE CONDITIONS FOR CONSTRUCTION,
DELIVERIES, OR OTHER TASKS TO BE PERFORMED OUTSIDE REGULAR BUSINESS
HOURS, AND ANY OTHER SPECIAL BUILDING REQUIREMENTS WHICH WILL AFFECT
THE WORK. EVENING OR NIGHT WORK, OR PHASED CONSTRUCTION SHALL BE
INCLUDED IN THE PROJECT SCOPE. THE TENANTS SHALL REMAIN OPEN FOR
BUSINESS DURING CONSTRUCTION. ACCESS TO SUITES AND ALL UTILITY
SERVICES SHALL BE MAINTAINED DURING THEIR NORMAL BUSINESS HOURS.
19.THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EMBEDDED ITEMS
BEFORE POURING CONCRETE, AND SHALL NOTIFY THE ARCHITECT AND OWNER
ONE WEEK IN ADVANCE OF THE SLAB POUR DATE.
20.THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL EXISTING
UTILITY LINES AND STUBS TO THE BUILDING(S). THE CONTRACTOR SHALL EXTEND
ALL UTILITY LINES FROM OUTSIDE THE BUILDING, OR FROM
POINTS-OF-CONNECTION, AS INDICATED ON THE CONSTRUCTION DOCUMENTS.
21.SIZES AND LOCATIONS OF ALL EQUIPMENT ARE GIVEN AS A BASIS-OF-DESIGN
ONLY. THE CONTRACTOR SHALL VERIFY THE ACTUAL DIMENSIONS, LOCATIONS,
AND REQUIREMENTS OF ALL EQUIPMENT WITH MANUFACTURER'S OR SUPPLIER'S
PUBLISHED DATA, AND SHALL VERIFY THE SIZES AND LOCATIONS OF ALL FLOOR,
WALL, AND ROOF OPENINGS PRIOR TO THE START OF RELATED WORK.
22.THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING, HANGERS, OR
OTHER SUPPORT FOR ALL FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, OR
SIMILAR ITEMS AS REQ'D.
23.THE CONTRACTOR SHALL PROMPTLY REMOVE ALL RUBBISH OR WASTE
MATERIALS FROM THE JOBSITE. THE CONTRACTOR SHALL PROVIDE
CONTAINMENT TO PREVENT DIRT OR DUST FROM LEAVING THE J0BSITE AS
DIRECTED BY CITY AGENCIES.
24.ALL ITEMS ARE NEW, U.N.O. ALL EXISTING, RELOCATED, OR NEW ITEMS SHALL BE
THOROUGHLY CLEANED PRIOR TO TURN OVER TO THE OWNER.
25.INSURANCE AND BONDING FOR THE PROJECT SHALL BE AS DIRECTED BY AND TO
THE SATISFACTION OF THE OWNER.
26.CONTRACT CLOSE-OUT SHALL OCCUR ONLY AFTER THE ARCHITECT'S PUNCH LIST
ITEMS HAVE BEEN CORRECTED. THE CONTRACTOR SHALL SUBMIT GUARANTEES
AND WARRANTEES, MAINTENANCE MANUALS, RELEASE OF LIENS, AS-BUILT
DRAWINGS, AND RELATED CLOSE-OUT DOCUMENTS TO THE ARCHITECT WITH HIS
FINAL APPLICATION FOR PAYMENT.
27.PROVIDE METAL CORNER BEAD AT ALL EDGES OF PLASTER OR DRYWALL, AND
METAL TRIM OR CASING BEAD AT ALL EDGES OF PLASTER OR DRYWALL, WHERE
THEY MEET OR TERMINATE AGAINST ANY OTHER MATERIAL, U.N.O. ALL EXTERIOR
OR INTERIOR EXPOSED FLASHINGS, TRIM, ETC., SHALL BE PAINTED TO MATCH
ADJACENT MATERIALS, U.N.O. THE CONTRACTOR SHALL PROVIDE SOLID
BLOCKING AS REQUIRED FOR ATTACHMENT OF ALL EXTERIOR OR INTERIOR
TRIMS, FINISHES, FIXTURES, ETC., AND SHALL PROVIDE NECESSARY FRAMING
AND BRACING FOR THE INSTALLATION OF NOTED EQUIPMENT.
28.ALL HVAC DUCTWORK, ELECTRICAL CONDUITS, PIPING, ETC., SHALL BE RUN IN
THE SOFFITS, ATTICS, FURRING, OR OTHER CONCEALED SPACES OF THE
BUILDING, U.N.O. EXPOSED WORK IN FINISHED AREAS WILL NOT BE ACCEPTED.
KEEP PIPING AND CONDUITS AS CLOSE TO WALLS AND UNDERSIDE OF FLOORS
AND ROOFS AS POSSIBLE.
29.EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY
OR ANY SPECIAL KNOWLEDGE OR EFFORT. OR, AT EACH MAIN EXIT DOOR IN
GROUP A (300 OCC. OR LESS), B, F, M, OR S OCCUPANCIES, ATTACH A READILY
VISIBLE, DURABLE SIGN STATING: "THIS DOOR TO REMAIN UNLOCKED DURING
BUSINESS HOURS". THE SIGN SHALL BE IN 1" HIGH LETTERS ON A CONTRASTING
BACKGROUND. THE LOCKING DEVICE MUST BE READILY DISTINGUISHABLE AS
LOCKED.
30.EXTERIOR DOORS SHALL RECEIVE DEAD BOLTS AND DEAD LOCKING LATCHES.
STRAIGHT DEAD BOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN
EMBEDMENT OF NOT LESS THAN 5/8". CYLINDER GUARDS SHALL BE INSTALLED
ON ALL CYLINDER LOCKS WHEN THE CYLINDER PROJECTS FROM THE FACE OF
THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. DOOR HINGES
SHALL HAVE NON-REMOVABLE PINS.
31.ALL DOOR HARDWARE SHALL BE MOUNTED FROM 30" TO 44" ABOVE THE FLOOR
AND SHALL BE OPERABLE BY A SINGLE EFFORT WITH NO GRASPING OR WRIST
MOVEMENT (I.E.: LEVERS, PUSH-PULLS, OR PANIC HARDWARE). THE ALLOWABLE
CLOSER PRESSURE SHALL NOT EXCEED 5 POUNDS FOR INTERIOR DOORS, 5
POUNDS FOR EXTERIOR DOORS, AND 15 POUNDS FOR FIRE DOORS WITH PANIC
HARDWARE.
32.FIRE EXTINGUISHERS (BY TENANT- N.I.C.) MUST BE INSTALLED PRIOR TO BUILDING
OCCUPANCY AND SHALL BE RATED 2A 10 BC, PROVIDED AT THE RATE OF ONE (1)
PER 3000 SF AND 75'-0" MAXIMUM ON CENTER, OR AS DIRECTED BY THE FIRE
INSPECTOR IN THE FIELD.
33.IN A FIRE SPRINKLERED BUILDING, ALL INTERIOR WALL AND CEILING FINISHES
SHALL HAVE A CLASS 'C' RATING MINIMUM (FLAME SPREAD 200, SMOKE
DEVELOPED 450). EXIT CORRIDOR FINISHES SHALL HAVE A CLASS 'B' RATING
MINIMUM (FLAME SPREAD 75). FLOOR FINISHES SHALL HAVE A SLIP-RESISTANT
FINISH.
34.ALL INSULATION MATERIALS, INCLUDING FACINGS, INSTALLED IN FLOOR-CEILING
AND ROOF-CEILING ASSEMBLIES, WALLS, CRAWL SPACES, OR ATTICS, SHALL
HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY
RATING NOT TO EXCEED 450, EXCEPT THAT FOAM PLASTIC INSULATION SHALL
HAVE A FLAME SPREAD RATING NOT MORE THAN 75.
35.ALL EXTERIOR OPENINGS, FLASHINGS, COPINGS, EXPANSION JOINTS, ETC., SHALL
BE WEATHERPROOF. ALL EXTERIOR DOORS AND WINDOWS, DOORS AND
WINDOWS BETWEEN CONDITIONED AND UNCONDITIONED SPACES, EXTERIOR
JOINT PENETRATIONS, AND OTHER OPENINGS IN THE BUILDING ENVELOPE SHALL
BE CAULKED, GASKETED, WEATHERSTRIPPED, OR OTHERWISE SEALED TO LIMIT
AIR LEAKAGE. PROVIDE A METAL ASTRAGAL AT THE ACTIVE LEAF OF EACH PAIR
OF DOORS.
36.BUILDINGS SHALL BE PROVIDED WITH NATURAL VENTILATION BY MEANS OF
OPENINGS TO THE OUTDOORS WITH A READILY OPENABLE MINIMUM AREA OF 4%
OF FLOOR AREA BEING VENTILATED, OR BY MECHANICAL VENTILATION (SEE
MECH. DRAWINGS).
37.EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH
NATURAL LIGHT BY MEANS OF EXTERIOR GLAZED OPENINGS WITH A MINIMUM
NET GLAZED AREA OF 8% OF FLOOR AREA OF THE ROOM SERVED, OR BY
ARTIFICIAL LIGHT WITH AN AVERAGE ILLUMINATION OF 10 FOOTCANDLES (107
LUX) OVER THE AREA OF THE ROOM AT A HEIGHT OF 30" ABOVE THE FLOOR (SEE
ELECT. DRAWINGS).
38.DOOR OPENINGS NOT DIMENSIONED ARE TO BE LOCATED IN CENTER OF ROOM
OR 4" FROM ADJACENT PARTITION, U.N.O.
39.CONTRACTOR SHALL PROVIDE MISCELLANEOUS ACCESS PANELS AS REQUIRED
BY CODES. PROVIDE FIRE RATED PANELS AT RATED WALLS AND CEILINGS. AT
FIRE RATED WALL ASSEMBLIES, EXTEND PLASTER OR GYPSUM BOARD BEHIND
WALL CABINETS, RECESSED FIRE HOSE CABINETS, LIGHT FIXTURES, AND
ELECTRICAL PANELS TO MAINTAIN THE FIRE RATING.
40.TEMPORARY OR PERMANENT SIGNAGE REQUIRES SEPARATE APPROVALS AND
PERMITS FROM GOVERNING AGENCIES.
41.THE CONTRACTOR SHALL POST IN A CONSPICUOUS LOCATION IN THE BUILDING A
CERTIFICATE, SIGNED BY THE INSTALLER, STATING THAT WALL, CEILING, AND
FLOOR INSULATION INSTALLED IS CONSISTENT WITH THE CONSTRUCTION
DOCUMENTS, AND THE MANUFACTURER'S CERTIFICATION TO COMPLY WITH
'CALIFORNIA QUALITY STANDARDS FOR INSULATING MATERIAL'.
42.THE CONTRACTOR SHALL POST, ADJACENT TO THE BUILDING PERMIT,
INSTALLATION CERTIFICATES FOR MANUFACTURED DEVICES REGULATED BY THE
CALIFORNIA APPLIANCE EFFICIENCY STANDARDS, INDICATING FEATURES
REQUIRED TO VERIFY COMPLIANCE WITH THE STANDARDS, A STATEMENT THAT
INSTALLED DEVICES CONFORM TO THE STANDARDS, REQUIREMENTS FOR SUCH
DEVICES IN THE APPROVED PLANS AND SPECIFICATIONS, AND THE PERMIT
NUMBER.
43.THE CONTRACTOR SHALL PROVIDE THE OWNER WITH A LIST OF THE HEATING,
COOLING, WATER HEATING, LIGHTING, AND CONSERVATION SYSTEMS, FEATURES,
MATERIALS, COMPONENTS, AND DEVICES INSTALLED IN THE BUILDING, AND
INSTRUCTIONS ON HOW TO USE THEM; LABELS ON MANUFACTURED DEVICES
CLEARLY STATING ROUTINE MAINTENANCE ACTION; AND A DESCRIPTION OF THE
QUANTITIES OF OUTDOOR AND RECIRCULATED AIR THAT THE VENTILATION
SYSTEM IS DESIGNED TO PROVIDE EACH AREA.
44.IDENTIFY EACH GAS OR ELECTRIC METER WITH THE NUMBER OF THE SPACE
WHICH IT SERVES.
45.AN APPROVED SEISMIC GAS SHUT-OFF VALVE OR EXCESS FLOW SHUT-OFF VALVE
SHALL 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 (SEPARATE PLUMBING
PERMIT).
46.BUILDING ADDRESS NUMBERS SHALL BE PROVIDED ON THE FRONT OF EACH
BUILDING, SHALL BE VISIBLE AND LEGIBLE FROM THE STREET FRONTING THE
PROPERTY, AND SHALL CONTRAST WITH THEIR BACKGROUND. VERIFY THE
REQUIRED HEIGHT, STROKE, COLOR, AND LOCATION OF NUMBERS WITH
GOVERNING AGENCIES.
47.PREMISES IDENTIFICATION NUMBERS SHALL BE MOUNTED ON THE FRONT AND
REAR (SERVICE) DOORS OF EACH TENANT SPACE. MINIMUM HEIGHT FOR THE
LETTERS/NUMBERS SHALL BE 6". CONTRACTOR TO PROVIDE ADHESIVE BACKED
VINYL DECALS "WHITE" TYPICAL.
48.EXIT SIGNS (BY TENANT- N.I.C.) SHALL HAVE THE WORD "EXIT" ON THE SIGN IN
CAPITAL LETTERS NOT LESS THAN 6" IN HEIGHT WITH A STROKE OF NOT LESS
THAN 3/4". EXIT SIGNS SHALL BE INTERNALLY ILLUMINATED, WITH A FACE
LUMINANCE EQUIVALENT TO 5 FOOTCANDLES, AND SHALL BE ILLUMINATED AT ALL
TIMES. IN CASE OF PRIMARY POWER LOSS, PROVIDE AN EMERGENCY
ELECTRICAL SYSTEM PER THE ELECTRICAL CODE.
49.AT ANY TIME THE BUILDING IS OCCUPIED, THE MEANS OF EGRESS SHALL BE
ILLUMINATED AT AN INTENSITY OF NOT LESS THAN 1 FOOTCANDLE AT FLOOR
LEVEL. IN THE EVENT OF A POWER SUPPLY FAILURE, ILLUMINATION SHALL BE
PROVIDED FROM AN EMERGENCY SYSTEM PER THE ELECTRICAL CODE, WHERE
THE EGRESS SYSTEM SERVES AN OCCUPANT LOAD OF 100 OR MORE.
ELECTRICAL POWER PLANS SHALL INCLUDE WIRING TO EXIT SIGNS AND
EMERGENCY ILLUMINATION BY (TENANT- N.I.C.) OF EXIT PATHS. BACK-UP
EMERGENCY LIGHTING (TENANT- N.I.C.) SHALL INCLUDE 90-MINUTE BATTERY
BACK-UP FOR EXIT SIGNS.
50.ALL ROOF DRAINS SHALL BE LOCATED AT THE LOW POINT(S) OF THE ROOF,
TAKING INTO CONSIDERATION THE CAMBER OF BEAMS AND DEFLECTION OF
CANTILEVERS. THE CONTRACTOR SHALL VERIFY THAT POSITIVE DRAINAGE
EXISTS FROM ALL POINTS ON THE ROOF PRIOR TO SHEATHING.
51.FIELD WELDING SHALL BE DONE BY WELDERS CERTIFIED BY THE CITY OF
ARCADIA BUILDING DEPARTMENT FOR STRUCTURAL STEEL, REINFORCING STEEL,
OR LIGHT GAGE STEEL FRAMING. CONTINUOUS SPECIAL INSPECTION IS
REQUIRED FOR ALL STRUCTURAL FIELD WELDING. SHOP WELDING SHALL BE
PERFORMED BY A CITY OF ARCADIA LICENSED FABRICATOR.
52.PROVIDE ISOLATION OF DISSIMILAR METALS (ALUMINUM, COPPER, STEEL, ETC.)
FROM EACH OTHER (PROTECTION FROM GALVANIC CORROSION).
53.THE BUILDING SHALL BE PROVIDED WITH AN AUTOMATIC FIRE SPRINKLER SYSTEM
PER NFPA 13. -or- THE EXISTING BUILDING AUTOMATIC FIRE SPRINKLER SYSTEM
SHALL BE MODIFIED PER NFPA 13. SUBMIT PLANS TO THE CITY OF ARCADIA FIRE
PREVENTION BUREAU AND THE OWNER'S FIRE INSURANCE RATING SERVICE FOR
APPROVAL, AND TO THE ARCHITECT FOR REVIEW. THE CONTRACTOR SHALL
PROVIDE A COMPLETE SYSTEM (DESIGN/BUILD, SEPARATE PERMIT), FROM
CONNECTION TO THE SITE WATER MAIN (OR FIRE SERVICE VAULT OR FIRE LINE,
WHERE PROVIDED) TO THE BUILDING SPRINKLER DISTRIBUTION. THE SYSTEM
MUST BE FULLY OPERATIONAL AND ENERGIZED PRIOR TO FIXTURIZATION OF THE
BUILDING. ALL HEADS SHALL BE SEMI-RECESSED AT CEILINGS, WITH SEISMIC
EXTENDER RINGS TYP., U.N.O.
54.FIRE SPRINKLER SYSTEM MONITORING SHALL BE PROVIDED. ALARM,
SUPERVISORY, AND TROUBLE SIGNALS SHALL BE DISTINCTLY DIFFERENT, AND
SHALL BE AUTOMATICALLY TRANSMITTED TO AN APPROVED SUPERVISING
STATION (OR WHEN APPROVED, SHALL SOUND AN AUDIBLE SIGNAL AT A
CONSTANTLY ATTENDED LOCATION) PER NFPA 72. ONE EXTERIOR AUDIBLE
DEVICE (BELL) SHALL BE CONNECTED TO THE SYSTEM. IF A FIRE ALARM SYSTEM
IS INSTALLED, ACTUATION OF THE AUTOMATIC SPRINKLER SYSTEM SHALL
ACTUATE THE BUILDING FIRE ALARM SYSTEM. ANY MISCELLANEOUS SMOKE
DETECTORS IN HVAC RETURN DUCTS, AT FIRE/SMOKE DAMPERS, AT MAGNETIC
RELEASE DOOR CLOSERS, OR AT DELAYED EXIT DEVICES SHALL BE CONNECTED
THROUGH A COMMON ANNUNCIATOR PANEL INTO A SINGLE, UNIFIED ALARM
SYSTEM (DESIGN/BUILD, SEPARATE PERMIT). PROVIDE SPACE FOR CONNECTION
OF ADDITIONAL DETECTORS FROM (FUTURE) TENANT EQUIPMENT (N.I.C.).
55.IN ‘A’ OCCUPANCIES EXCEEDING 300 OCCUPANTS, OR IN ‘B’ OR ‘M’ OCCUPANCIES
EXCEEDING 500 OCCUPANTS TOTAL OR 100 ABOVE OR BELOW THE THE LOWEST
LEVEL OF EXIT DISCHARGE, PROVIDE A COMPLETE FIRE ALARM SYSTEM
THROUGHOUT THE BUILDING PER NFPA 72 (INCLUDING ANNUNCIATOR PANEL,
MANUAL PULL STATIONS, AND AUDIBLE/VISIBLE ALARMS). THE ALARM SHALL
SEND A SIGNAL TO A CONSTANTLY ATTENDED LOCATION (MONITORING). THE
SYSTEM SHALL BE INTERCONNECTED WITH SMOKE OR HEAT SENSORS IN RETURN
DUCTS, ELEVATORS SHAFTS OR LOBBIES, FIRE/SMOKE DAMPERS, MAGNETIC
HOLD-OPEN OR DELAYED EGRESS DEVICES, ETC., IN SHELL PROJECTS. PROVIDE
ADEQUATE SPACE IN THE ANNUNCIATOR PANEL FOR FUTURE TENANT WORK.
SUBMIT DESIGN/BUILD DRAWINGS TO THE CITY OF ARCADIA FIRE DEPARTMENT
FOR APPROVAL, TO THE CLIENT'S FIRE INSURANCE RATING BUREAU, AND TO THE
ARCHITECT FOR REVIEW.
56.CONTRACTOR SHALL PROVIDE A "KNOX" LOCK BOX PRIOR TO FINAL
CONSTRUCTION APPROVAL (CONTACT FIRE MARSHALL FOR INFORMATION).
PROVIDE NFPA 704 PLACARDS FOR HAZARDOUS MATERIALS AS DIRECTED BY THE
FIRE INSPECTOR.
57.ALL BUILDING ENTRANCES SHALL BE ACCESSIBLE TO AND USABLE BY PERSONS
WITH DISABILITIES, AND SHALL BE IDENTIFIED WITH A SIGN DISPLAYING THE
INTERNATIONAL SYMBOL OF ACCESSIBILITY, WITH ADDITIONAL DIRECTIONAL
SIGNAGE AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE
ROUTE, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING
PEDESTRIAN WAYS. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL
CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE
EQUIVALENT TO COLOR NO. 15090 IN FEDERAL STANDARD 599b.
58.THE SLOPE OF NEW WALKWAYS SHALL NOT EXCEED 1:20 (5%) EXCEPT WHERE
RAMPS ARE NOTED. WALK CROSSLOPES SHALL NOT EXCEED 1:50 (2%) MAXIMUM
TYPICAL. PROVIDE A LEVEL LANDING (DEFINED AS 2% MAXIMUM IN ANY
DIRECTION) EXTENDING 5'-0" IN FRONT OF ALL DOORS.
59.PATCH AND REPAIR ANY HARDSCAPE DAMAGED DURING CONSTRUCTION. THE
CONTRACTOR SHALL COORDINATE THE WORK TO MAKE THE HARDSCAPE AS
UNIFORM AND CONSISTENT AS POSSIBLE WITH EXISTING SITE HARDSCAPE.
60.ELECTRICAL CONVENIENCE OR COMMUNICATION SYSTEM RECEPTACLE OUTLETS
SHALL BE LOCATED NO MORE THAN 48" FROM THE TOP OF THE OUTLET BOX NOR
LESS THAN 15" FROM THE BOTTOM OF THE OUTLET BOX TO THE FINISHED FLOOR.
ELECTRICAL CONTROLS AND SWITCHES SHALL BE LOCATED NO MORE THAN 48"
FROM THE TOP OF THE OUTLET BOX TO THE FINISHED FLOOR.
GENERAL NOTES VICINITY MAP
DEFERRED SUBMITTALS
SHEET INDEX
@ At
CL Centerline
'L' Angle
Ø Diameter or Round
% Percent
# Pounds or Number
(E) Existing
(N) New
A.B. Anchor Bolt
A/C Air Condition
A.C. Asphaltic Concrete
ACOUST.Acoustic(al)
ADJ. Adjacent
A.F.F. Above Finish Floor
ALUM. Aluminum
APPROX.Approximate(ly)
ARCH. Architect(ural)
A.S.R. Automatic Sprinkler Riser
AUTO. Automatic
BD. Board
BITUM. Bituminous
BLDG. Building
BLK. Block
BLK'G Blocking
BM. Beam
BOT. Bottom
CAB. Cabinet
C.B. Catch Basin
CEM. Cement
CER. Ceramic
C.I.P. Cast Iron Pipe
C.J. Control Joint
CL'G Ceiling
CLR. Clear
COL. Column
CONC. Concrete
CONT. Continuous
CONN. Connect or Connection
CTR.Center
CTRSK. Countersink
DBL. Double
D.F. Douglas Fir or
Drinking Fountain
DET. Detail
DIA. Diameter
DIM. Dimension
DN. Down
DR. Door
D.S. Downspout
DW'G Drawing
EA. Each
E.J. Expansion Joint
ELECT. Electrical
ELEV. Elevation
EMER. Emergency
ENCL. Enclosure
EQ. Equivalent
EQPT. Equipment
E.W.C. Electric Water Cooler
EXST. Existing
EXP. Expansion
EXT. Exterior
F.D. Floor Drain
F.D.C. Fire Department
Connection
F.E. Fire Extinguisher
F.E.C. Fire Extinguisher
Cabinet
F.H. Fire Hydrant or
Flat Head
F.H.C. Fire Hose Cabinet
FIN. Finish
F.F Finish Floor
FLASH'G Flashing
FLUOR. Fluorescent
F.D. Floor Drain
F.O.C. Face of Concrete
F.O.F. Face of Finish
F.O.FRAM'G Face of Framing
F.O.M. Face of Masonry
F.O.W.Face of Wall
F.O.S. Face of Stud
F.S. Floor Sink or Finish
Surface
FT. Foot or Feet
FT'G Footing
FURR'G Furring
GA. Gauge
GALV. Galvanized
G.S. Galvanized Steel
GYP. Gypsum
H.B. Hose Bibb
H.C. Hollow Core
HD.,HDR, Head, Header
HRDWD. Hardwood
HDWR. Hardware
H.M. Hollow Metal
HORIZ. Horizontal
HR. Hour
HG.,HGT. High, Height
INSUL. Insulation
INT. Interior
I.D. Inside Diameter
JT. Joint
JAN. Janitor
LAB. Laboratory
LAM. Laminate
LAV. Lavatory
LG., LGT. Long, Length
MAX. Maximum
M.B. Machine Bolt
M.D.F. Medium Density
Fiberboard
MECH. Mechanical
MEMB. Membrane
MET. Metal
MFR. Manufacturer
MIN. Minimum
MISC. Miscellaneous
M.O. Masonry Opening
M/R Moisture Resistant
MT'D Mounted
MTL. Metal
N.I.C. Not in Contract
NO. or # Number
NOM. Nominal
N.T.S. Not to Scale
O.F.D. OverFlow Drain
O.C. On Center
O.D. Outside Diameter
OFF. Office
OPN'G Opening
OPP. Opposite
P-LAM. Plastic Laminate
P.I.V. Post Indicator Valve
PL Property Line
PLAS. Plaster
PLUMB. Plumbing
PLYWD. Plywood
P.M.Pressed Metal
PR. Pair
R. Riser
RAD. Radius
R.D. Roof Drain
RDWD. Redwood
REF. Reference
REFRIG. Refrigerator
REINF. Reinforced
REQ'D Required
R.H. Round Head
RM. Room
R.O. Rough Opening
S.C. Solid Core
SCHED. Schedule
SECT. Section
S.F. Square Feet
SHT. Sheet
SIM. Similar
SLD'G Sliding
SP.Space
SPEC. Specification
(Project Manual)
SQ. Square
S.S. Stainless Steel or
Sanitary Sewer
STA. Station
STD. Standard
STL. Steel
STOR.A.Storage
STRUCT. Structural
SUSP. Suspended
SYM. Symmetrical
S.D. Storm Drain
T. Tread
TEL. Telephone
TANDG. Tongue AND Groove
THK.,THKN. Thick, Thickness
T.O.C. Top of Curb
T.O.M. Top of Masonry
T.O.P. Top of Parapet
T.O.S. Top of Sheathing
T.O.W. Top of Wall
TYP. Typical
U.N.O. Unless Noted Otherwise
VERT. Vertical
W/ With
WD. Wood
W.M. Water Meter
WTRPRF. Waterproof
MARKETING OFFICE
TENANT IMPROVEMENTS
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
ARCHITECTURAL
T101 TITLE SHEET
CG01 CALGREEN 2023
D010 DEMOLITION NOTES
D011 DEMOLITION FLOOR PLAN & CEILING PLAN
A010 OVERALL MALL LEASE PLAN (FOR REFERENCE ONLY)
A101 FLOOR PLAN & REFLECTED CEILING PLAN
A102 EXISTING ROOF PLAN
A201 STOREFRONT & INTERIOR ELEVATIONS & SECTIONS
A202 MILLWORK DETAILS
A203 PAINT SPECIFICATION
A301 WALL SECTIONS AND INTERIOR PARTITION DETAILS
A401 ENLARGED TOILET PLAN, ELEVATIONS & CEILING DETAILS
A601 DOOR SCHEDULE, NOTES AND DETAILS
MECHANICAL
M-1 .0 MECHANICAL SCHEDULES NOTES & DETAILS
M-2.0 MECHANICAL FLOOR PLAN
M-3.0 MECHANICAL TITLE 24
M-3.1 MECHANICAL TITLE 24
PLUMBING
P-1.0 PLUMBING SCHEDULES, NOTES, & DETAILS
P-2.0 PLUMBING PLAN
ELECTRICAL
E-1.0 SYMBOL LIST & GENERAL NOTES
E-2.0 ELECTRICAL PLAN
E-3.0 PARTIAL SINGLE LINE DIAGRAM & PANEL SCHEDULE
E-5.0 ELECTRICAL SPECIFICATIONS
E: patricia@shopsatsantaanita.com
OWNER
RIDERWOOD USA INC.
400 S. BALDWIN AVENUE, SUITE 231
ARCADIA, CALIFORNIA 91007
T: 626.462.8504
C: 626.632.0781
CONTACT: PATRICIAAPEL, CPM, CLS
E: hrojas@mmaarchitecture.com
ARCHITECT
MMA ARCHITECTURE
120 WEST LIME AVENUE
MONROVIA, CALIFORNIA, 91016
T: 626.583.8348
D: 626.340.0525
CONTACT: HILDA ROJAS
THE FOLLOWING ITEMS SHALL BE PROVIDED ON A DESIGN/BUILD BASIS, UNDER
SEPARATE PERMITS OBTAINED BY THE RESPECTIVE SUB-CONTRACTORS:
·TENANT SIGNAGE
·FIRE SPRINKLER AND FIRE ALARM MODIFICATION
·FRAMELESS STOREFRONT
WALL TYPE SYMBOLS
KEYNOTE SYMBOLS
DOOR NUMBER
WINDOW NUMBER
CEILING HEIGHT
START POINT
ROOF ELEVATION
ELEVATION HEIGHT MARK
FINISH MATERIAL
COLOR
COLUMN GRID LINES
ELEVATION NUMBER
ELEVATION SHEET
INTERIOR ELEVATION NUMBER
INTERIOR ELEVATION SHEET
DETAIL NUMBER
DETAIL SHEET
PLAN VIEW
SECTION VIEW
SECTION NUMBER
SECTION SHEET
REVISION CLOUD AND DELTA
MATCH LINE
1
A
B
102
201
9'-0"
20'-0
"
T.O.S
T.O.P
20'-0"
B
2
01
01
A201
1
2
3
4
1 A203
-
A301
A
A503
3
ZONING
ADDRESS:........................................................400 S. BALDWIN AVENUE
ARCADIA, CA 91007
PROPOSED USE:............................................OFFICE
EXISTING ZONING:.........................................RETAIL
JURISDICTION: ..............................................CITY OF ARCADIA
BUILDING DATA
EXISTING RETAIL: .......................................+/- 1,095 S.F.
CONSTRUCTION TYPE: ................................IIA, FIRE SPRINKLERED
OCCUPANCY GROUP: ..................................B - OCCUPANCY
B
A
APPLICABLE CODES
2022 CALIFORNIA BUILDING CODE (CBC).
2022 CALIFORNIA ELECTRICAL CODE (CEC).
2022 CALIFORNIA MECHANICAL CODE (CMC).
2022 CALIFORNIA PLUMBING CODE (CPC).
2022 CALIFORNIA ENERGY CODE (CEnC)
2022 CALIFORNIA GREEN BUILDING CODE.
2022 CALIFORNIA FIRE CODE (CFC)
SCOPE OF WORK
TENANT IMPROVEMENTS FOR FUTURE MARKETING OFFICE IN VACANT SPACE INSIDE
MALL :
- CHANGE OF OCCUPANCY FROM M TO B
- DEMOLITION OF EXISTING INTERIOR FLOORING, CEILING AND FINISHES
- MINOR FACADE IMPROVEMNENTS OF SPACE
- NEW MANAGER'S OFFICE,
- NEW CONFERENCE ROOM
- NEW WAITING AREA
- NEW OPEN DESK AREA
- NEW BREAKROOM/LOUNGE AREA
- (E) RESTROOM TO BE REMODELED
- (E) CEILING GRID TO BE REWOKRED PER NEW LAYOUT
- (E) HVAC UNIT TO REMAIN, RE-ROUTE ALL DISTRIBUTION PER NEW LAYOUT
- (E) ELETRICAL PANEL AND SUB METER TO BE RELOCATED
400 S. BALDWIN AVENUE, ARCADIA, CA 91007
THE SHOPS AT SANTA ANITA
NSITE
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
E: dsor@empire3.net
MECHANICAL ENGINEER
EMPIRE 3 CONSULTING ENGINEERS, INC
3711 LONG BEACH BLVD. SUITE 5058
LONG BEACH, CALIFORNIA 90807
T: 562.206.1964
F:
CONTACT: DAVID SOR
E: tmock@empire3.net
PLUMBING ENGINEER
EMPIRE 3 CONSULTING ENGINEERS, INC
3711 LONG BEACH BLVD. SUITE 5058
LONG BEACH, CALIFORNIA 90807
D: 562.206.1964
T: 562.222.4700
CONTACT: TRAVUTH MOCK
vmock@empire3.net
ELECTRICAL ENGINEER
EMPIRE 3 CONSULTING ENGINEERS, INC
3711 LONG BEACH BLVD. SUITE 5058
LONG BEACH, CALIFORNIA 90807
T: 562.206.1964
F:
CONTACT: VISETH MOCK
PLUMBING FIXTURE ANALYSIS
OCCUPANCY LOAD DATA PER CBC/CPC 2022 CH. 4, TABLE 422.1 AND TABLE 4-1
MALE
WC LAVATORY
FEMALE MALE FEMALE
REQUIRED
URINAL
MALE
PROVIDED
(1) ALL GENDER RESTROOM WITH 1 WC AND 1 LAV
1109.2.1.2 Unisex Toilet Rooms
Unisex toilet rooms shall include only one water closet and only one lavatory. A unisex bathing
room in accordance with 1109.2.1.3 shall be considered a unisex toilet room.
Exception: A urinal is permitted to be provided in addition to the water closet in a unisex toilet
room.
1: 1-50 1: 1-75 1: 1-50 1: 1-100
1 UNISEX RESTROOM PERMITTED PER 422.2 EXCEPTION (2)
SPACE
OCCUPANT LOAD
LOAD
FACTOR
AREA ±
SF
REQUIRED PLUMBING FIXTURES PER CPC TABLE 422.1
1: 1-15
PROVIDED
1 1 1 11
1 1 1 -1
MALE FEMALE
5 5
OCCUPANT LOAD
PER GENDER
1/150
ACCESSORY RESTROOMS,
STORAGE
MANAGER'S OFFICE ± 124 S.F.
± 155 S.F.
TOTAL INTERIOR AREA ± 1,095 S.F.TOTAL OCC. LOAD 29
/15LOBBY AREA ± 171 S.F.12
/15CONFERENCE ROOM ± 181 S.F.12
/150OPEN OFFICE ± 302 S.F.2
/150LOUNGE± 162 S.F.2
-
4
OCCUPANT LOAD & EXIT REQUIREMENTS PER 1006.3.1 & 1005.3.2
FUTURE MARKETING OFFICE 1,095 SF / 150 = 8 OCC
TOTAL EXIT WIDTH REQUIRED: 8 OCC. X 0.20 = 1.6"
TOTAL EXIT WIDTH PROVIDED: 6' x 12 = 72"
PC1
PC1
PC1
PC1
PC3
PC3
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
MERV 13 FILTERS PART OF MECH. DESIGN
CG 01
CALGREEN 2022
2022 CALGREEN NON-RESIDENTIAL MANDATORY MEASURE CHECKLIST
SITE DEVELOPMENT
IF THE PROJECT IS ANTICIPATED TO GENERATE VISITOR TRAFFIC, PROVIDE
PERMANENTLY ANCHORED BICYCLE RACKS WITHIN200 FEET OF THE
VISITORS' ENTRANCE, READILY VISIBLE TO PASSERS-BY, FOR 5% OF VISITOR
MOTORIZED VEHICLE PARKING CAPACITY, WITH A MINIMUM OF ONE
TWO-BIKE CAPACITY RACK.
SHORT-TERM BICYCLE
PARKING
5.106.4.1.1 INSTALL SHORT TERM BIKE RACKS N/A
LONG-TERM BICYCLE
PARKING
5.106.4.1.2 INSTALL LONG TERM BIKE LOCKERS
LIGHT POLLUTION
REDUCTION
5.106.8 INCLUDED IN ELECT. DESIGN
METERS5.303.1 SEE CIVIL DW'GS.
NEW BUILDING OR
ADDITIONS IN EXCESS
OF 50,000 SF
5.303.1.1 SEPARATE METERS FOR EACH TENANT
WATER CONSERVING
FIXTURES
5.303.3 PLUMBING FIXTURES SHALL BE IN
COMPLIANCE WITH FLOW RATES
SEE PLUMB. DW'GS
OUTDOOR WATER USE5.304 OUTDOOR WATER USE PER MODEL WATER EFFICIENCY LANDSCAPE
ORDINANCE (MWELO), FOR NEW LANDSCAPE AREAS OVER 500 SF, OR
REHABILITATED AREAS GREATER THAN 2,500 SF.
WEATHER PROTECTION5.407.1 PROVIDE A WEATHER-RESISTANT EXTERIOR WALL AND FOUNDATION
ENVELOPE AS REQUIRED BY CALIFORNIA BUILDING CODE SECTION
1402.2, MANUFACTURER'S INSTALLATION INSTRUCTIONS, OR LOCAL
ORDINANCE, WHICHEVER IS MORE STRINGENT.
MOISTURE CONTROL5.407.2
ACTION TAKENREQUIREMENTSCODE SECTION SEE DRAWINGDESCRIPTION
WATER EFFICIENCY AND CONSERVATION - INDOOR WATER USE
ACTION TAKENREQUIREMENTSCODE SECTION SEE DRAWINGDESCRIPTION
WATER EFFICIENCY AND CONSERVATION - OUTDOOR WATER USE
ACTION TAKENREQUIREMENTSCODE SECTION SEE DRAWINGDESCRIPTION
WEATHER RESISTANCE AND MOISTURE MANAGEMENT
ACTION TAKENREQUIREMENTSCODE SECTION SEE DRAWINGDESCRIPTION
CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
ACTION TAKENREQUIREMENTSCODE SECTION SEE DRAWINGDESCRIPTION
ENVIRONMENTAL QUALITY - POLLUTANT CONTROL
ACTION TAKENREQUIREMENTSCODE SECTION SEE DRAWINGDESCRIPTION
CONSTRUCTION
WASTE MANAGEMENT
5.408.1 CONTRACTOR WILL HAVE THE OPTION
OF USING PRE-CERTIFIED LANDFILLS OR
PREPARING A WASTE MANAGEMENT
PLAN. IF NOT, WASTE MANAGEMENT
PLAN SHALL BE APPROVED PRIOR TO
REMOVAL OF ANY CONSTRUCTION
WASTE.
N/A
N/A
N/A
N/A
N/A
SEE ARCH.
ELEVATIONS AND
WALLS SECTIONS.
SEE LANDSC./IRRIG.
SEE ARCH. PLANS.
BY CONTRACTOR
LANDSCAPE WATER BUDGET, DROUGHT
TOLERANT PLANTS, AND IRRIGATION
CONTROLS.
EXTERIOR WEATHER BARRIERS
SPRINKLERS DIRECTED AWAY FROM
BLDG'S.
ENTRIES COVERED BY 4'-0" MIN.
OVERHANGS.
NON-ABSORBENT FLOOR 2'-0 AROUND
AND PERPENDICULAR TO OPENINGS.
EMPLOY MOISTURE CONTROL MEASURES BY THE FOLLOWING METHODS:
1.PREVENT IRRIGATION SPRAY ON STRUCTURES.
2.DESIGN EXTERIOR ENTRIES AND OPENINGS TO PREVENT WATER
INTRUSION INTO BUILDINGS.
FOR BUILDINGS WITH OVER 10 TENANT-OCCUPANTS, PROVIDE SECURE
BICYCLE PARKING FOR 5% OF TENANT-OCCUPIED MOTORIZED VEHICLE.
PARKING CAPACITY, WITH A MINIMUM OF ONE SPACE.
OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO
COMPLY WITH THE FOLLOWING:
1.THE MINIMUM REQUIREMENTS IN THE CALIF. ENERGY CODE (CEC) FOR
LIGHTING IN ZONES 0-4; AND
2.BACKLIGHT (B) RATINGS AS DEFINED IN IES TM-15-11; UPLIGHT AND
GLARE AS DEFINED IN THE CALIF. ENERGY CODE; AND
3.ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN TABLE
5.106.8 [N], OR LOCAL CODE, WHICHEVER IS MORE STRINGENT.
SEPARATE METERS SHALL BE INSTALLED FOR THE USES DESCRIBED IN
SECTIONS 5.303.1. AND 503.1.2
FOR BUILDINGS IN EXCESS OF 50,000 SF, SEPARATE METERS SHALL BE
INSTALLED AS FOLLOWS:
1.FOR EACH INDIVIDUAL LEASED, RENTED OR OTHER TENANT SPACE
WITHIN THE BUILDING PROJECTED TO CONSUME MORE THAN 100
GAL./DAY (380L/DAY), INCLUDING, BUT NOT LIMITED TO SPACES USED
FOR LAUNDRY OR CLEANERS, RESTAURANT OR FOOD SERVICE,
MEDICAL OR DENTAL OFFICE, LABORATORY, OR BEAUTY SALON OR
BARBER SHOP.
TOILET 1.28 GAL. PER FLUSH MAX., WALL MOUNTED URINAL 1.25 GAL. PER
FLUSH MAX., LAVATORY FAUCETS O.5 GPM FLOW MAX., METERING
FAUCETS 0.20 GAL. PER CYCLE MAX.
THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING
CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING WITHIN
THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT
INSTALLATION. IF THE HVAC SYSTEM IS USED DURING CONSTRUCTION,
USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING
VALUE (MERV) OF 8, BASED ON ASHRAE 52.2-1999, AND AN AVERAGE
EFFICIENCY OF 30% BASED ON ASHRAE 52.1-1992. REPLACE ALL FILTERS
IMMEDIATELY PRIOR TO OCCUPANCY.
TEMPORARY
VENTILATION
5.504.1.
COVERING OF DUCT
OPENINGS AND
PROTECTION OF
MECHANICAL
EQUIPMENT DURING
CONSTRUCTION
5.504.3 CONTRACTOR SHALL PROTECT HVAC
EQUIPMENT AND COMPONENTS FROM
DUST AND DEBRIS AS DESCRIBED.
SEE MECH. DW'GSAT THE TIME OF ROUGH INSTALLATION, OR DURING STORAGE, ON THE
CONSTRUCTION SITE AND UNTIL FINAL START UP IF THE HEATING AND
COOLING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR
DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE,
PLASTIC, SHEET METAL TO REDUCE THE AMOUNT OF DUST AND DEBRIS
WHICH MAY COLLECT IN THE SYSTEM.
FINISH MATERIAL
POLLUTANT CONTROL
5.504.4 CONTRACTOR TO PROVIDE DETAILED
DOCUMENTATION
INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS
REQUIRED BY THE ENFORCING AGENCY.
ADHESIVE SEALANTS,
CAULKS
5.504.4.1 CONTRACTOR SHALL USE PRODUCTS IN
ACCORDANCE WITH TABLES 5.504.4.1
AND 5.504.4.2.
ADHESIVES AND SEALANTS USED ON THE PROJECT SHALL MEET THE
REQUIREMENTS OF THE FOLLOWING STANDARDS IDENTIFIED IN
SECTION 5.504.4.1., AND TABLES 5.504.4.1 AND 5.504.4.2.
SEE TABLES BELOW
PAINTS AND
COATINGS
5.504.4.3.CONTRACTOR SHALL USE PRODUCTS IN
ACCORDANCE WITH TABLES 5.504.4.1
AND 5.504.4.2.
ARCHITECTURAL PAINTS AND COATINGS SHALL COMPLY WITH TABLE
5.504.4.3 UNLESS MORE STRINGENT LOCAL LIMITS APPLY.
SEE TABLE BELOW
AEROSOL PAINTS AND
COATINGS
5.504.4.3.1 AEROSOL PAINTS AND COATINGS SHALL MEET THE
PRODUCT-WEIGHTED MIR LIMITS FOR ROC INSPECTION 94522(a)(3)
AND OTHER REQUIREMENTS, INCLUDING PROHIBITIONS ON USE OF
CERTAIN TOXIC COMPOUNDS AND OZONE DEPLETING SUBSTANCES
(CCR, TITLE 17, SECTION 94520 ET SEQ.)
CONTRACTOR SHALL USE PRODUCTS IN
ACCORDANCE WITH THE
REQUIREMENTS DESCRIBED.
VERIFICATION5.504.4.3.2 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE
PROVIDED AT THE REQUEST OF THE ENFORCING AGENCY.
CONTRACTOR SHALL PROVIDE
VERIFICATION OF COMPLIANCE, IF
REQUESTED.
CARPET SYSTEMS5.504.4.4 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL
MEET THE TESTING AND PRODUCT REQUIREMENTS OF ONE OF THE
STANDARDS LISTED IN 5.504.4.4
NO CARPET USED ON THIS PROJECT
CARPET CUSHION5.504.4.4.1 ALL CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL
MEET THE REQUIREMENTS OF THE CARPET AND RUG INSTITUTE GREEN
LABEL
NO CARPET USED ON THIS PROJECT
CARPET ADHESIVE5.504.4.4.2 ALL CARPET ADHESIVE SHALL MEET THE REQUIREMENTS OF
TABLE 5.504.4.1.
NO CARPET USED ON THIS PROJECT
COMPOSITE WOOD
PRODUCTS
5.504.4.5 HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY
FIBERBOARD COMPOSITE WOOD PRODUCTS USED ON THE INTERIOR
OR E.XTERIOR OF THE BUILDING SHALL MEET THE REQUIREMENTS FOR
FORMALDEHYDE AS SPECIFIED IN TABLE 5.504.4
CONTRACTOR SHALL USE PRODUCTS IN
ACCORDANCE WITH TABLE 5.504.4.
DOCUMENTATION5.504.4.5.3 VERIFICATION OF COMPLIANCE WITH THIS SECTION SHALL BE PROVIDED
AS REQUESTED BY THE ENFORCING AGENCY. DOCUMENTATION SHALL
INCLUDE AT LEAST ONE OF THE FOLLOWING:
1. PRODUCT CERTIFICATIONS AND SPECIFICATIONS.
2. CHAIN OF CUSTODY CERTIFICATIONS.
3. OTHER METHODS ACCEPTABLE TO THE ENFORCING AGENCY.
CONTRACTOR SHALL PROVIDE
VERIFICATION OF COMPLIANCE AS
REQUESTED.
SEE TABLE BELOW
RESILIENT FLOORING
SYSTEMS
5.504.4.6 FOR 80% OF FLOOR AREA RECEIVING RESILIENT FLOORING, INSTALLED
RESILIENT FLOORING SHALL MEET AT LEAST ONE OF THE REQUIREMENTS
OF SECTION 5.504.4.6.
NO RESILIENT FLOORING USED ON
THIS PROJECT.
VERIFICATIONS OF
COMPLIANCE
5.504.4.6.1 DOCUMENTATION SHALL BE PROVIDED VERIFYING THAT RESILIENT
FLOORING MATERIALS MEET THE POLLUTANT EMISSION LIMITS.
NO RESILIENT FLOORING USED ON THIS
PROJECT.
FILTERS5.504.5.3 IN MECHANICALLY VENTILATED BUILDINGS, PROVIDE REGULARLY
OCCUPIED AREAS OF THE BUILDING WITH AIR FILTRATION MEDIA FOR
OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY THAT PROVIDES AT
LEAST A MERV OF 13, INSTALLED PRIOR TO OCCUPANCY.
SEE MECH. DW'GS
ENVIRONMENTAL
TOBACCO SMOKE
CONTROL
5.504.7 WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT
SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR
INTAKES AND OPERABLE WINDOWS WITHIN THE BUILDING AS ALREADY
PROHIBITED BY OTHER LAWS OR REGULATIONS.
CONTRACTOR SHALL INSTALL SIGNAGE
INSTALLATION OF HVAC, REFRIGERATION AND FIRE
SUPPRESSION EQUIPMENT SHALL COMPLY WITH SECTIONS
5.508.1.1 AND 5.508.1.2.
OZONE DEPLETION
AND GREENHOUSE
GAS REDUCTION
5.508.1 NO HALONS OR CFC'S USED ON
PROJECT
ENVIRONMENTAL
TOBACCO SMOKE
CONTROL
5.504.7 WHERE OUTDOOR AREAS ARE PROVIDED FOR SMOKING, PROHIBIT
SMOKING WITHIN 25 FEET OF BUILDING ENTRIES, OUTDOOR AIR
INTAKES AND OPERABLE WINDOWS WITHIN THE BUILDING AS ALREADY
PROHIBITED BY OTHER LAWS OR REGULATIONS.
CONTRACTOR SHALL INSTALL SIGNAGE
N/A
BY CONTRACTOR
SEE TABLES BELOW
BY CONTRACTOR
N/A
N/A
N/A
BY CONTRACTOR
N/A
N/A
THE PERMANENT HVAC SYSTEM WILL
NOT BE USED DURING CONSTRUCTION
A MINIMUM OF 65% OF THE CONSTRUCTION WASTE GENERATED AT THE
SITE IS DIVERTED TO RECYCLE OR SALVAGE. THIS IS ACHIEVED EITHER BY
USING CITY PRE-CERTIFIED LANDFILLS OR IMPLEMENTATION OF A WASTE
MANAGEMENT PLAN. WASTE MANAGEMENT PLAN SHALL BE
PRE-APPROVED BY ENVIRONMENTAL SERVICES DEPARTMENT.
PRESCRIPTIVE METHOD5.507.4.1 WALL AND ROOF/CEILING ASSEMBLIES MAKING UP THE BUILDING
ENVELOPE SHALL MEET A COMPOSITE STC OF AT LEAST 50 OR COMPOSITE
OITC RATING OF NO LESS THAN 40 AND EXTERIOR WINDOWS SHALL HAVE
A MINIMUM STC OF 40 OR OITC OF 30 FOR ANY OF THE FOLLOWING
LOCATIONS:
1.WITHIN THE 65 CNEL NOISE CONTOUR OF AN AIRPORT.
2.WITHIN THE 65 CNEL NOISE CONTOUR OF A FREEWAY.
PERFORMANCE
METHOD
5.507.4.2 FOR BUILDINGS LOCATED AS DEFINED IN SECTION 5.507.4.1 OR
5.507.4.1.1, WALL AND ROOF CEILING ASSEMBLIES EXPOSED TO NOISE
SOURCE MAKING UP THE BUILDING SHALL BE OR ADDITION OR ALTERED
ENVELOPE SHALL BE CONSTRUCTED TO PROVIDE AN INTERIOR NOISE
ENVIRONMENT ATTRIBUTABLE TO EXTERIOR SOURCES THAT DOES NOT
EXCEED AN Leq-1 HR OF 50 dBA IN OCCUPIED AREAS. SEE SECTION
5.507.4.2 FOR SITE FEATURES AND SECTION 5.507.4.2.2 FOR
DOCUMENTATION OF COMPLIANCE.
INTERIOR SOUND5.507.4.3 INTERIOR WALL AND FLOOR-CEILING ASSEMBLIES SEPARATING TENANT
SPACES AND PUBLIC SPACES SHALL HAVE AN STC OF AT LEAST 40.
BUILDING MAINTENANCE AND OPERATION
ACTION TAKENREQUIREMENTSCODE SECTION SEE DRAWINGDESCRIPTION
5.410.1
COMMISSIONING5.410.2 BUILDING IS LESS THAN 10,000 SF.
OWNER'S PROJECT
REQUIREMENT (OPR)
5.410.2.1 BUILDING IS LESS THAN 10,000 SF.
BASIS OF DESIGN
(BOD)
5.410.2.2 BUILDING IS LESS THAN 10,000 SF.
5.410.2.3 BUILDING IS LESS THAN 10,000 SF.
FUNCTIONAL
PERFORMANCE
TESTING
5.410.2.4
DOCUMENTATION
AND TRAINING
5.410.2.5
SYSTEM MANUAL5.410.2.5.1
SYSTEM OPERATIONS
TRAINING
5.410.2.5.2
COMMISIONING
REPORT
5.410.2.6 BUILDING IS LESS THAN 10,000 SF.
TESTING AND
ADJUSTING
5.410.4 HVAC UNITS ONLY, NO DUCTWORK
SYSTEMS5.410.4.2 CONTRACTOR SHALL TEST ALL
APPLICABLE SYSTEMS
PROCEDURES5.410.4.3 CONTRACTOR SHALL PERFORM TESTING
AND ADJUSTING.
HVAC BALANCING5.410.4.3.1 HVAC UNITS ONLY, NO DUCTWORK
REPORTING5.410.4.4 CONTRACTOR TO PROVIDE FINAL
REPORT TO ARCHITECT AND OWNER.
OPERATIONAL AND
MAINTENANCE
MANUAL
5.410.4.5 CONTRACTOR TO PROVIDE OWNER
WITH DOCUMENTATION AS PART OF
PROJECT CLOSE-OUT.
INSPECTION AND
REPORTS
5.410.4.5.1
PART OF TRASH ENCLOSURE AREAS SEE ARCH. SITE PLAN
N/A
N/A
N/A
N/A
N/A
BY CONTRACTOR
BY CONTRACTOR
BY CONTRACTOR
N/A
START TEST UNITS
ONLY, FUTURE WORK
N.I.C. (BY TENANT)
BY CONTRACTOR
BY CONTRACTOR
START TEST UNITS
ONLY, FUTURE WORK
N.I.C. (BY TENANT)
BY CONTRACTOR
BY CONTRACTOR
BY CONTRACTOR
BUILDING IS LESS THAN 10,000 SF.
CONTRACTOR SHALL PROVIDE OWNER
WITH MANUALS AND EXPLANATION OF
SYSTEM OPERATIONS.
CONTRACTOR SHALL PROVIDE OWNER
WITH MANUALS AND EXPLANATION OF
SYSTEM OPERATIONS.
CONTRACTOR SHALL PROVIDE OWNER
WITH MANUALS AND EXPLANATION OF
SYSTEM OPERATIONS.
CONTRACTOR TO PROVIDE OWNER
WITH DOCUMENTATION AS PART OF
PROJECT CLOSE-OUT.
RECYCLING BY
OCCUPANTS
BASIS OF DESIGN
(BOD)
PROVIDE READILY ACCESSIBLE AREAS THAT SERVE THE ENTIRE BUILDING
AND ARE IDENTIFIED FOR THE DEPOSITING, STORAGE,AND COLLECTION
OF NON-HAZARDOUS MATERIALS FOR RECYCLING.
FOR NEW BUILDINGS 10,000 SF AND OVER, BUILDING COMMISSIONING
FOR ALL BUILDING SYSTEMS IS COVERED BY T-24, PART 6, PROCESS
SYSTEMS, AND RENEWABLE ENERGY SYSTEMS SHALL BE INCLUDED IN THE
DESIGN AND CONSTRUCTION PROCESS OF THE BUILDING PROJECT.
COMMISSIONING REQUIREMENTS SHALL INCLUDE ITEMS LISTED IN
SECTION 5.410.2.
DOCUMENTED BEFORE THE DESIGN PHASE OF THE PROJECT BEGINS THE
OPR SHALL INCLUDE ITEMS LISTED IN SECTION 5.410.4.
A WRITTEN EXPLANATION OF HOW THE DESIGN OF THE BUILDING
SYSTEMS MEETS THE OPR SHALL BE COMPLETED AT THE DESIGN PHASE OF
THE BUILDING PROJECT AND UPDATED PERIODICALLY TO COVER
THESYSTEMS LISTED IN SECTION 5.410.2.2.
A COMMISSIONING PLAN DESCRIBING HOW THE PROJECT WILL BE
COMMISSIONED SHALL BE STARTED DURING THE DESIGN PHASE OF THE
BUILDING PROJECT AND SHALL INCLUDE ITEMS LISTED IN SECTION
5.410.2.3.
SHALL DEMONSTRATE THE CORRECT INSTALLATION AND OPERATION OF
EACH COMPONENT, SYSTEM, AND SYSTEM TO SYSTEM INTERFACE IN
ACCORDANCE WITH THE APPROVED PLANS AND SPECIFICATIONS.
A SYSTEMS MANUAL AND SYSTEMS OPERATIONS TRAINING ARE REQUIRED.
THE SYSTEMS MANUAL SHALL BE DELIVERED TO THE BUILDING OWNER OR
REPRESENTATIVE AND FACILITIES OPERATOR, AND SHALL INCLUDE THE
ITEMS LISTED IN SECTION 5.410.2.5.1.
THE TRAINING OF THE APPROPRIATE MAINTENANCE STAFF FOR EACH
EQUIPMENT TYPE AND/OR SYSTEM SHALL INCLUDE ITEMS LISTED IN
SECTION 5.410.2.5.2.
A COMPLETE REPORT OF COMMISSIONING PROCESS ACTIVITIES
UNDERTAKEN THROUGH THE DESIGN, CONSTRUCTION AND REPORTING
RECOMMENDATI ONS FOR POST-CONSTRUCTION PHASES OF THE
BUILDING PROJECT SHALL BE COMPLETED AND PROVIDED TO THE OWNER
OR REPRESENTATIVE.
TESTING AND ADJUSTING OF SYSTEMS SHALL BE REQUIRED FOR NEW
BUILDINGS LESS THAN 10,000 SQUARE FEET, OR NEW SYSTEMS TO SERVE
AND ADDITION OR ALTERATION.
DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND
ADJUSTING SYSTEMS. SYSTEMS TO BE INCLUDED FOR TESTING AND
ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT:
1.HVAC SYSTEMS AND CONTROLS
2.INDOOR AND OUTDOOR LIGHTING
3.WATER HEATING SYSTEMS
4.RENEWABLE ENRGY SYSTEMS
5.LANDSCAPE IRRIGATION SYSTEMS
6.WATER REUSE SYSTEMS
PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH
INDUSTRY BEST PRACTICES AND APPLICABLE NATIONAL STANDARDS ON
EACH SYSTEM.
BEFORE A NEW SPACE-CONDITIONING SYSTEM SERVING A BUILDING OR
SPACE IS OPERATED FOR NORMAL USE, THE SYSTEM SHOULD BE
BALANCED IN ACCORDANCE WITH THE PROCEDURES DEFINED BY
NATIONAL STANDARDS LISTED IN SECTION 5.410.4.3.1.
AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE
A FINAL REPORT OF TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE
FOR PERFORMING THESE SERVICES.
PROVIDE THE BUILDING OWNER WITH DETAILED OPERATING AND
MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES
FOR EACH SYSTEM PRIOR TO FINAL INSPECTION
INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS
REQUIRED BY THE ENFORCING AGENCY.
N/A
N/A
NOT WITHIN NOTED NOISE CONTOURS
NOT EXPOSED TO NOISE SOURCES
N/A
VOC LIMIT TABLES
- S
A
M
P
L
E
F
O
R
M
S
T
O
B
E
F
I
L
L
E
D
O
U
T
B
Y
C
O
N
T
R
A
C
T
O
R
-
VER
I
F
Y
L
O
C
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
- S
A
M
P
L
E
F
O
R
M
S
T
O
B
E
F
I
L
L
E
D
O
U
T
B
Y
C
O
N
T
R
A
C
T
O
R
-
VER
I
F
Y
L
O
C
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
- S
A
M
P
L
E
F
O
R
M
S
T
O
B
E
F
I
L
L
E
D
O
U
T
B
Y
C
O
N
T
R
A
C
T
O
R
-
VER
I
F
Y
L
O
C
A
L
R
E
Q
U
I
R
E
M
E
N
T
S
ELECTRIC VEHICLE
CHARGING
5.106.5.3 PROVIDE MARKED STALLS AND RELATED
ITEMS AS NOTED
N/APROVIDE DESIGNATED PARKING FOR EV CAPABLE SPACES AND ELECTRIC
VEHICLE CHARGING STATIONS (EVCS), INCLUDING CONDUIT STUBS,
WIRING, AND CIRCUITING, AS SHOWN ON TABLE 5.106.5.3.1
DOCUMENTATION5.408.4 USE SAMPLE FORMS (BELOW), OR LOCAL
AGENCY FORMS.
BY CONTRACTORPROVIDE DOCUMENTION OF WASTE DIVERSION TO ENFORCING AGENCY
SEE SHEET A301
COMMERCIAL REFRIGERATION SYSTEMS INSTALLED IN FOOD STORES OF
8,000 SF OR LARGER USING HIGH GLOBAL WARMING POTENTIAL (GWP)
REFRIGERANTS OF 150 GWP OR GREATER. EXCEPTION: SYSTEMS
CONTAINING REFRIGERANT LESS THAN 150 GWP ARE EXEMPT.
SYSTEM SHALL COMPLY WITH MECH. CODE.
SUPERMARKET
REFRIGERANT LEAK
REDUCTION
5.508.2 NO COMMERCIAL REFRIGERATION
SYSTEMS
N/A
CONTRACTOR INSTALL DEMISING
PARTITIONS AND FLOOR/CEILING
ASSEMBLIES AS NOTED.
NOISE CONTOURS
NOT READILY
AVAILABLE
5.507.4.1.1 BUILDINGS EXPOSED TO A NOISE LEVEL OF 65 dB Leq-1 HR DURING ANY
HOUR OF OPERATION SHALL HAVE EXTERIOR WALL AND ROOF/CEILING
ASSEMBLIES WITH STC RATING OF AT LEAST 45 (OR OITC 35), WITH
EXTERIOR WINDOW OF A MINIMUM STC OF 40 (OITC 30).
NOT EXPOSED TO NOTED NOISE LEVEL
N/A
N/A
N/A
A SEPARATE SUBMETER OR METERING DEVICE SHALL BE PROVIDED FOR
ANY TENANT WITHIN A PROJECT OR SPACE WITHIN A BUILDING THAT IS
PROJECTED TO CONSUME MORE THAN 1000 GAL./DAY.
EXCESS
CONSUMPTION
5.303.1.2
SHADE TREES5.106.12 LOCATED SHADE TREES N/ASHADE TREES SHALL BE PLANTED AS FOLLOWS:
1.MINIMUM #10 CONTAINERS INSTALLED TO PROVIDE SHADE OVER 50%
OF THE PARKING AREA IN 15 YEARS.
2.MINIMUM #10 CONTAINERS INSTALLED TO PROVIDE SHADE OVER 20%
OF LANDSCAPE AREAS IN 15 YEARS.
3.MINIMUM #10 CONTAINERS INSTALLED TO PROVIDE SHADE OVER 20%
OF HARDSCAPE AREAS IN 15 YEARS.
SEPARATE METERS OR SUB-METERS
WHERE REQUIRED SEE PLUMB. DW'GS
EV CHARGING:
MEDIUM AND
HEAVY DUTY
5.106.5.4 PROVIDE FUTURE LOCATIONS AND
RELATED ITEMS AS NOTED
N/APROVIDE CAPACITY FOR FUTURE EV TRUCK CHARGING STATIONS AT
GROCERY AND RETAIL STORES, AND WAREHOUSES, INCLUDING PANEL
CIRCUITS AND EMPTY CONDUIT STUBS, AS SHOWN ON TABLE 5.106.5.4.1
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
TYPICAL DEMOLITION NOTES
GENERAL DEMOLITION NOTES:
1.ALL WORK PERFORMED BY THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF MUNICIPAL,
LOCAL OR FEDERAL AND STATE LAWS AS WELL AS ANY OTHER GOVERNING REQUIREMENTS, WHETHER OR
NOT SPECIFIED ON THE DRAWINGS.
2.WHERE THE CONTRACT NOTES OR DRAWINGS CALL FOR ANY WORK OF A MORE STRINGENT NATURE THAN
THAT REQUIRED BY THE BUILDING CODE OR ANY OTHER DEPARTMENT HAVING JURISDICTION OVER THE
WORK, THE WORK OF THE MOST STRINGENT NATURE CALLED FOR BY THE CONTRACT, CONSTRUCTION
NOTES, OR DRAWINGS SHALL BE FURNISHED IN ALL CASES.
3.THE GENERAL CONTRACTOR SHALL REMOVE ALL RUBBISH AND WASTE MATERIALS FROM HIS OWN AND HIS
SUBCONTRACTORS' WORK AND PROVIDE FOR ITS REMOVAL FROM THE JOBSITE.
4.THE CONTRACTOR SHALL EXERCISE STRICT DUST CONTAINMENT CONTROL TO PREVENT DIRT OR DUST
FROM LEAVING THE J0BSITE.
5.THE CONTRACTOR SHALL PROVIDE PROTECTION DURING SITE WORK, DEMOLITION, AND CONSTRUCTION.
6.THE CONTRACTOR SHALL PROTECT ALL AREAS FROM DAMAGE WHICH MAY OCCUR DURING
CONSTRUCTION. ANY DAMAGE TO NEW AND EXISTING CONSTRUCTION, STRUCTURE, OR EQUIPMENT SHALL
BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER, AT THE EXPENSE OF THE
CONTRACTOR.
7.THE CONTRACTOR SHALL PROVIDE ALL NECESSARY PROTECTION FOR HIS WORK UNTIL COMPLETION OF
CONTRACTED WORK.
8.THESE DRAWINGS, NOTES, AND SCHEDULES CONVEY THE DESIGN INTENT. THE HIGHEST POSSIBLE
QUALITY OF WORKMANSHIP, MATERIAL, AND EQUIPMENT SHALL BE USED. THE CONTRACTOR SHALL
MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL
CONSTRUCTION PHASES FOR THE USE OF ALL TRADES.
9.THE CONTRACTOR SHALL SEE THAT ALL SUBCONTRACTORS RECEIVE COMPLETE SETS OF CONSTRUCTION
DRAWINGS, OR ASSUME FULL RESPONSIBILITY FOR COORDINATION OF WORK WHEN COMPLETE SETS ARE
NOT AVAILABLE TO SUBCONTRACTORS.
10.ALL REQUIRED EXITS, WAYS OF APPROACH THERETO, AND WAYS OF TRAVEL FROM THE EXIT INTO THE
STREET SHALL CONTINUOUSLY BE MAINTAINED FREE FROM ALL OBSTRUCTIONS AND IMPEDIMENTS FOR
EGRESS IN CASE OF FIRE OR OTHER EMERGENCY. DURING THE ENTIRE PERIOD OF DEMOLITION AND
CONSTRUCTION.
11.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL LEGALLY REQUIRED APPROVALS AND PERMITS
NECESSARY FOR THE EXECUTION AND COMPLETION OF HIS WORK. FORWARD COPIES OF EXECUTED
PERMITS TO ARCHITECT.
12.THE CONTRACTOR IS WHOLLY RESPONSIBLE FOR THE COORDINATION AND SCHEDULING OF THE WORK FOR
ALL SUBCONTRACTORS, CRAFTSMEN, AND TRADESMEN REQUIRED TO COMPLETE THE JOB. THE
CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY IF HE CANNOT COMPLY WITH ALL
REQUIREMENTS CALLED FOR ON THESE DRAWINGS.
13.THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY OF ANY DISCREPANCIES OR OMISSIONS
BETWEEN THE DRAWINGS, THESE NOTES, AND FIELD CONDITIONS, AND REQUEST CLARIFICATION BEFORE
COMMENCING ANY WORK.
14.EACH CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND CONDITIONS AT JOB SITE RELATING
TO THE WORK OF EACH TRADE. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA EXPENSE OR EXTENSION
OF TIME DUE TO CONTRACTOR'S FAILURE OR NEGLIGENCE IN COMPLETELY EXAMINING THE JOBSITE.
15.THE GENERAL CONTRACTOR, SUBCONTRACTORS, AND ANY OTHER CONTRACTOR INVOLVED IN THIS
PROJECT SHALL TAKE NOTE THAT ANY COSTS DUE TO DEFECTIVE AND/OR ILL-TIMED WORK AS A RESULT
OF, BUT NOT LIMITED TO, INFERIOR WORKMANSHIP OR MATERIALS AND/OR IMPROPER SCHEDULING OR
DELINQUENT ORDERING, SHALL BE BORNE BY THE PARTY RESPONSIBLE.
16.THE CONTRACTOR SHALL PROVIDE BLOCKING, BACKING, FRAMING HANGERS, OR OTHER SUPPORT FOR ALL
FIXTURES, EQUIPMENT, CABINETRY, FURNISHINGS, AND ALL OTHER ITEMS AS REQUIRED.
17.ALL SYMBOLS AND ABBREVIATIONS USED ON THE DRAWINGS ARE CONSIDERED CONSTRUCTION
STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEIR DEFINITION, THE ARCHITECT SHALL
BE NOTIFIED FOR CLARIFICATION.
18.ALL ITEMS ARE NEW UNLESS NOTED OTHERWISE. CONTRACTOR SHALL ENSURE THAT INSTALLATION
METHODS CONFORM TO ALL BUILDING CODE REQUIREMENTS. THE MATERIALS SPECIFIED ARE INTENDED
TO MEET CODE REQUIREMENTS. ANY DISCREPANCY BETWEEN THE CONSTRUCTION DOCUMENTS AND
CODE REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT IMMEDIATELY BY THE
CONTRACTOR, AND PRIOR TO PERFORMANCE OF SPECIFIED WORK.
19.DO NOT SCALE DRAWINGS, DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER SMALLER SCALE
DETAILS.
20.DAMAGE TO WORK SHALL BE REPAIRED BY THE TRADE WHOSE WORK IS DAMAGED AND CHARGED TO THE
PARTY RESPONSIBLE FOR THE DAMAGE.
DEMOLITION REQUIREMENTS:
1.THE GENERAL CONTRACTOR SHALL FURNISH ALL LABOR AND MATERIAL AS REQUIRED TO COMPLETE
DEMOLITION AND REMOVAL OF ALL ITEMS AS INDICATED IN ARCHITECTS DRAWINGS OR AS OTHERWISE
DIRECTED BY ARCHITECT.
2.THE GENERAL CONTRACTOR SHALL FURNISH ARCHITECT WITH A COMPLETE INVENTORY LIST OF ALL ITEMS
THAT CAN BE REUSED AND/OR STORED IN BUILDING STOCK.
3.THE GENERAL CONTRACTOR SHALL EXECUTE ALL WORK WITHIN THE REGULATIONS OF THE BUILDING FOR
DEMOLITION AND REMOVAL OF DEBRIS, INCLUDING OVERTIME WORK REQUIRED.
4.ALL WORK DEMOLISHED SHALL BE REMOVED FROM THE PREMISES, EXCEPT ITEMS TO BE REUSED OR
RETURNED TO TENANT OR AS OTHERWISE NOTED.
5.THE GENERAL CONTRACTOR SHALL REMOVE FROM PREMISES CONDUITS LEFT AFTER WALL DEMOLITION,
INCLUDING SWITCH BOXES, PLATES, BRIDGES, OR ANY OTHER TELEPHONE OR ELECTRICAL WIRING AND
EQUIPMENT.
6.IN ALL AREAS WHERE DEMOLITION (REMOVAL OF TILE, CARPETING, TACKLESS, PARTITIONS, ETC.) CAUSES
AN UNEVENNESS IN SLAB, THE CONTRACTOR SHALL PATCH TO LEVEL THE SLAB TO RECEIVE NEW FINISHED
FLOORING.
7.THE GENERAL CONTRACTOR SHALL AT ALL TIMES PROTECT THE PROPERTY OF THE BUILDING OWNER,
INCLUDING BUT NOT LIMITED TO, WINDOWS, FLOORS AND CEILING TILES, PUBLIC TOILETS, ELEVATORS,
DOORS, BUCKS, ELECTRICAL AND AIR CONDITIONING EQUIPMENT, CONVECTOR ENCLOSURES, ETC.
8.THE GENERAL CONTRACTOR SHALL FURNISH A SYSTEM OF TEMPORARY LIGHTS THROUGHOUT THE SPACE
UNDER CONSTRUCTION AS REQUIRED.
9.THE GENERAL CONTRACTOR SHALL CAP AND FLUSH OFF BEHIND FINISH SURFACE ALL PROJECTING
PLUMBING, FLOOR ELECTRICAL/TELEPHONE OUTLETS, AND ALL OTHER PROJECTING ITEMS WHICH ARE
BEING ABANDONED.
10.UPON COMPLETION OF THE DEMOLITION WORK, THE GENERAL CONTRACTOR SHALL PROVIDE THAT ALL
AREAS BE LEFT BROOM CLEAN.
11.THE GENERAL CONTRACTOR SHALL DO ALL CUTTING, FITTING AND PATCHING WORK THAT MAY BE
REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY, AND FIT TO RECEIVE OR BE RECEIVED BY
WORK OTHER CONTRACTORS SHOWN UPON OR REASONABLY IMPLIED BY THE DRAWINGS AND NOTES.
12.THE GENERAL CONTRACTOR SHALL PROVIDE ALL FLOOR CUT-OUTS AND PATCHING REQUIRED FOR
INSTALLATION OF ALL WORK.
13.THE GENERAL CONTRACTOR SHALL INSPECT ALL EXISTING PLASTER SURFACES AND WHERE, AS A RESULT
OF DEMOLITION, FINISHED SURFACES DO NOT ALIGN THE EXISTING PLASTER SHALL BE CHOPPED AWAY,
NEW CORNER BEADS AND STOPS INSTALLED AND SURFACES RE-PLASTERED TO A SMOOTH, FLUSH,
ALIGNED SURFACE.
D010
DEMOLITION NOTES
DEMOLITION STANDARDS:
1.DEMOLISH EXISTING CONSTRUCTION WHERE INDICATED ON THE DRAWINGS AND REQUIRED BY JOB
CONDITIONS.
2.PROTECT EXISTING CONSTRUCTION DESIGNATED TO REMAIN.
3.REMOVE DEMOLISHED ITEMS FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER.
4.DISCONNECTING, CUTTING, CAPPING, OR RELOCATING ANY ACTIVE UTILITY LINES ENCOUNTERED.
5.REFERENCE STANDARD ANSI A10.6 "SAFETY REQUIREMENTS FOR DEMOLITION" PUBLISHED BY THE
AMERICAN NATIONAL STANDARDS INSTITUTE (A.N.S.I).
6.CEASE OPERATING AND IMMEDIATELY NOTIFY THE OWNER IF THE SAFETY OF EXISTING CONSTRUCTION
APPEARS TO BE ENDANGERED AT ANY TIME. TAKE PRECAUTIONS TO SUPPORT SUCH ENDANGERED
CONSTRUCTION AND DO NOT RESUME OPERATIONS UNTIL APPROPRIATE PROTECTION HAS BEEN PLACED.
7.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE ADEQUACY AND INSTALLATION OF ALL
TEMPORARY SHORING SYSTEMS USED DURING THE REMOVAL OF ALL STRUCTURAL ELEMENTS.
8.NO EXISTING STRUCTURAL ELEMENTS (BEAM, SHEAR WALL, ETC.) SHALL BE REMOVED UNLESS
CONTRACTOR IS PREPARED TO BEGIN INSTALLATION OF A NEW STRUCTURAL ELEMENT OR PROVIDE
APPROVED TEMPORARY SHORING.
9.ALL DEMOLISHED MATERIALS SHALL BECOME THE CONTRACTOR'S RESPONSIBILITY TO DISPOSE OF DEBRIS,
UNLESS OTHERWISE DIRECTED BY THE OWNER.
10.REMOVE DEMOLISHED MATERIALS FROM THE SITE AND DISPOSE OF THEM IN A LEGAL MANNER. NO ON-SITE
SALE OR BURNING OF DEMOLISHED MATERIALS WILL BE PERMITTED.
11.COMPLY WITH ALL STATE AND LOCAL REQUIREMENTS FOR RECYCLING OF MATERIALS.
12.THE DRAWINGS DO NOT NECESSARILY INDICATE THE FULL EXTENT OF THE WORK REQUIRED TO BE
PERFORMED. CONTRACTOR SHALL CAREFULLY INSPECT THE EXISTING CONDITIONS TO DETERMINE THE
FULL EXTENT OF WORK TO BE PERFORMED AND THE PROBLEMS INVOLVED.
13.ALL WORK SHALL BE PERFORMED BY SKILLED AND PROPERLY EQUIPPED PERSONNEL. DEMOLITION AND
REMOVAL OF ITEMS SCAFFOLD HIGH OR HIGHER SHALL BE LOWERED BY CONTROLLED METHODS, NOT BY
THROWING OR DROPPING. PERFORM CUTTING AND STRIPPING SO THAT THE WORK TO REMAIN IS
UNDAMAGED AND IN SUCH MANNER THAT NEW WORK CAN BE PROPERLY CONNECTED WITH IT.
14.DEMOLISH EXISTING CONSTRUCTION TO THE EXTENT NECESSARY FOR THE PROPER INSTALLATION OF NEW
CONSTRUCTION AND JUNCTION WITH EXISTING WORK.CUT BACK FINISHED SURFACE TO STRAIGHT, PLUMB
AND LEVEL LINES AS REQUIRED.
15.SAWING SHALL BE PERFORMED BY EXPERIENCED CRAFTSMEN CUSTOMARILY ENGAGED IN AND PROPERLY
EQUIPPED FOR THE PERFORMANCE OF THE TYPE OF WORK REQUIRED BY THE JOB CONDITION. PROVIDE
WET VACUUM EQUIPMENT AS REQUIRED FOR CONTROL OF WASTE COOLING WATER.
16.REMOVE EXISTING CONSTRUCTION FOR INSTALLATION OF PIPING CONDUIT AND TUBING AS REQUIRED BY
MECHANICAL AND ELECTRICAL TRADES. EXCEPTION: PIPING, CONDUIT, OR TUBING SHALL BE DONE BY THE
TRADE INSTALLING THE PIPING, CONDUIT, OR TUBING.
17.REPAIR, RESTORE, OR REPLACE ANY DAMAGE TO EXISTING CONSTRUCTION WHICH OCCURS AS A RESULT
OF DEMOLITION OPERATIONS, AT NO ADDITIONAL COST TO THE OWNER. THESE REPAIRS SHALL INCLUDE
ANY ROOF PATCHING REQUIRED DUE TO DEMOLITION. COORDINATE WITH LANDLORD OR LANDLORD'S
ROOFER.
18.DO NOT ALLOW DEMOLISHED MATERIALS TO ACCUMULATE ON THE PREMISES. PROVIDE FOR THE
CONTINUOUS REMOVAL AND LEGAL OFF SITE DISPOSAL OF DEMOLISHED MATERIALS AS THE WORK
PROGRESSES.
DEMOLITION PREPARATION:
1.THE CONTRACTOR SHALL FURNISH EQUIPMENT AND PERFORM LABOR REQUIRED TO EXECUTE THIS WORK
AS INDICATED ON THE DRAWINGS AND AS NECESSARY TO COMPLETE THE CONTRACT.
2.THE CONTRACTOR SHALL TAKE INTO CONSIDERATION AS NECESSARY WORK ALL OBVIOUS EXISTING
CONDITIONS AND INSTALLATION ON THE SITE AS THOUGH THEY WERE COMPLETELY SHOWN OR
DESCRIBED. ACCEPT THE SITE OF THE WORK AS IT EXISTS AND CLEAR OBSTRUCTION TO THE WORK
INDICATED.
3.THE CONTRACTOR SHALL FIRST EXAMINE THE SITE AND ALL CONDITIONS AND LIMITATIONS THEREON AND
THEREABOUTS, AND SHALL TAKE INTO ACCOUNT ALL SUCH CONDITIONS AND LIMITATION WHETHER OR NOT
THE SAME ARE SPECIFICALLY SHOWN OR MENTIONED IN ANY OF THESE DOCUMENTS, INCLUDING
WHATEVER SUMS ARE NEEDED TO COMPLETE THE WORK IN EVERY PART AS SHOWN, DESCRIBED, OR
REASONABLY REQUIRED OR IMPLIED AND ATTAIN THE COMPLETED CONDITIONS.
4.THE CONTRACTOR SHALL TAKE CAREFUL NOTE THAT THE PREMISES AND ACTIVITIES WILL BE OPEN TO
"BUSINESS AS USUAL" DURING THE COURSE OF THIS CONTRACT. NO INTERRUPTION OF TRAFFIC FLOW,
UTILITIES SERVICES, OR OWNER'S USUAL ACTIVITIES WILL BE PERMITTED WITHOUT PREVIOUS SCHEDULING
WITH THE OWNER.
5.THE CONTRACTOR SHALL PERFORM ALL WORK IN ACCORDANCE WITH THE BUILDING CODE HAVING
JURISDICTION, THE GOVERNING STATE INDUSTRIAL SAFETY ORDERS, AND THE REQUIREMENTS OF THE
OCCUPATIONAL SAFETY AND HEALTH ACT (OSHA).
6.THE CONTRACTOR SHALL INCLUDE MISCELLANEOUS CUTTING AND PATCHING NECESSARY TO REWORK
ABUTTING SURFACES AS REQUIRED TO MAKE NEW WORK JOIN AND MATCH EXISTING SURFACES TO REMAIN.
7. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER ON SEQUENCING AND PHASING OF VARIOUS
PARTS OF THE WORK, SO THAT ALL FACILITIES AND SERVICES ARE MAINTAINED IN OPERATION UNTIL
IMMEDIATELY BEFORE THEIR REMOVAL IS REQUIRED TO PERMIT INSTALLATION OF NEW WORK.
8.THE CONTRACTOR SHALL CARRY ON ALL WORK IN A MANNER WHICH WILL PRODUCE THE LEAST AMOUNT OF
NOISE. INSTRUCT ALL WORKMEN IN NOISE CONTROL PROCEDURES.
9.THE CONTRACTOR SHALL CONTROL ALL DUST BY PREVENTING PENETRATION THROUGH NON-DEMOLISHED
PARTS OF THE PREMISES AND OTHER ADJOINING AREAS.
DEMOLITION EXECUTION:
1.PROVIDE PROTECTION AS REQUIRED TO PREVENT GLASS BREAKAGE. REPLACE ALL BROKEN GLASS WITH
MATCHING MATERIAL.
2.PROVIDE HOISTS AND CHUTES AS REQUIRED TO LOWER REMOVED MATERIALS. THROWING, DROPPING, OR
PERMITTING THE FREE FALL OF MATERIALS AND DEBRIS FROM HEIGHTS WHICH WOULD CAUSE DAMAGE TO
WORK TO REMAIN.
3.UNDUE NOISE OR EXCESSIVE DUST IS EXPRESSLY PROHIBITED.
4.ERECT SIGNS, BARRICADES AND SUCH OTHER FORMS OF WARNING AS WAY BE REQUIRED TO PREVENT
PERSONNEL FROM PUTTING THEMSELVES IN THE WAY OF INJURY.
5.PROVIDE SUCH FORMS OF PROTECTION AS MAY BE NECESSARY TO PREVENT DAMAGE TO EXISTING WORK
OR EQUIPMENT TO REMAIN.
6.REMOVE PARTITION FINISHES, STUDS PLATES AND SILLS WHERE ONLY A PARTIAL RUN IS REMOVED. CUT
BACK FINISH MATERIAL TO THE CENTER LINE OF THE NEXT ADJACENT SUPPORT TO REMAIN. LEAVE
REMAINING MATERIAL WITH A CLEAN TERMINAL LINE WITH NO LOOSE MATERIAL.
7.CAREFULLY REVIEW EXISTING CONDITIONS AND DETERMINE UTILITY LINES TO BE REMOVED AND THOSE TO
REMAIN ACTIVE OR TO BE REACTIVATED. PROTECT UTILITY LINES TO REMAIN. PROVIDE FOR MINIMUM
SERVICE INTERRUPTION FOR UTILITY LINES TO REMAIN.
8.REMOVE UNNEEDED UTILITY LINES COMPLETELY WHEREVER POSSIBLE. CUT AND CAP OR PLUG IN A
POSITIVE MANNER BEHIND THE BACK OF FINISH MATERIAL.
9.ALL DEBRIS SHALL BE REMOVED FROM THE SITE. DO NOT ALLOW MATERIALS AND DEBRIS GENERATED BY
DEMOLITION ACTIVITIES TO ACCUMULATE. REMOVE DAILY AND DISPOSE OF IN A LEGAL MANNER.
10.LEAVE ALL SPACES BROOM CLEAN WITH ALL LEDGES AND CORNERS PROPERLY CLEANED.
11.REMOVE EXISTING FLOOR FINISHES AND PREPARE SUB-SURFACE TO RECEIVE NEW FLOOR AS REQUIRED.
ADDITIONAL DEMOLITION NOTES:
1.REMOVAL OF EXISTING ELECTRICAL WORK SHALL INCLUDE CONDUIT, BOXES, WIRE CABLE, SUPPORTS,
WIRING DEVICES, SAFETY SWITCHES, FIRE ALARM EQUIPMENT, SPEAKERS, LIGHTING FIXTURES, ETC.
2.UTILITIES STUBBED-UP FROM FLOOR AND SLAB ARE TO BE INTERCEPTED AND CAPPED BELOW FLOOR SLAB.
3.IF ASBESTOS IS DISCOVERED, THE CONTRACTOR SHALL IMMEDIATELY CEASE WORK IN THE AFFECTED
AREA. THE OWNER SHALL ABATE ANY ASBESTOS UNDER A A SEPARATE AGREEMENT.
4.EXISTING PARTITIONS TO REMAIN SHALL BE PATCHED AS REQUIRED TO RECEIVE NEW FINISH AS
SPECIFIED.
5.CARE SHALL BE TAKEN TO PROTECT EXISTING UTILITY LINES DURING DEMOLITION.
6.DO NOT DAMAGE ANY INTERIOR OR EXTERIOR WALLS OR COLUMNS TO REMAIN THAT SUPPORT THE ROOF
STRUCTURE OR CANOPY.
7.PROVIDE ALL NECESSARY SHORING FOR DEMOLITION. PROVIDE SHOP DRAWING FOR SHORING. ALL
SHORING SHALL BE REVIEWED BY THE ARCHITECT AND/OR STRUCTURAL ENGINEER. CONFIRM WHICH
EXTERIOR WALLS OR COLUMNS SUPPORT THE FLOORS OR ROOF STRUCTURE ABOVE BEFORE DEMOLITION.
8.POWER AND SIGNAL DEMOLITION FOR ALL OUTLETS AND ALL TO BE DEMOLISHED WALLS. DISCONNECT AND
REMOVE ASSOCIATED CONDUIT AND WIRE BACK TO PANEL BOARDS OR NEAREST REMAINING OUTLET.
9.TURN OF POWER AT THE PANEL/SWITCH BOARDS FOR ALL EQUIPMENT SCHEDULED FOR REMOVAL OR
DEMOLITION. LOCK THE DEVICE IN THE "OFF" POSITION, AND PROVIDE TAG IDENTIFYING EQUIPMENT
SERVED AND ITS LOCATION.
10.REMOVE ALL FLEXIBLE DUCT, DIFFUSER, RELIEF GRILLES, HANGERS, ETC. IN SCOPE OF WORK AREA. ANY
OPEN DUCT SHALL BE DAMPERED, SEALED, OR COVERED WITH VISQUENE TO MINIMIZE BLOWING DUST
FROM THE CONSTRUCTION AREA.
11.MAINTAIN FIRE SPRINKLER SYSTEMS DURING DEMOLITION WORK. CONTACT OWNER'S REPRESENTATIVE
PRIOR TO SHUTTING DOWN SYSTEM OR ANY PORTION OF THE SYSTEM. RESTORE ALL SYSTEM AT THE END
OF EACH DAY OR WORK PERIOD.
12.DEMOLITION WORK TO BE COORDINATED WITH LANDLORD, PARTICULARLY IN PUBLIC AREAS AND/OR
ADJOINING TENANT AREAS.
-END-
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
A
2
ADJACENT TENANT
40'-2"
9'-9"30'-5"
2
11
'
-
3
"
15
'
-
2
"
25
'
-
6
"
MALL INTERIOR
COMMON AREA
MALL EXTERIOR
MALL
EXTERIOR
MALL EXTERIOR
ADJACENT
TENANT
15'-2"5'-6"14'-91
2"
(E) STOREFRONT GLAZING
11'-0"
(E) ENTRY POP-OUT
27
'
-
4
1 2"
11
1DEMOLITION FLOOR PLAN 1/4" = 1'-0"
M
(E) DRESSING
ROOM
(E) TOILET
(E)
ELECTRICAL
(E) SALES AREA
(E)
COUNTER
(E) JAN
D011
-
14'-6"
STOREFRONT
7"1'-6"7"
31'-9"
1'-6"
1'
-
6
"
10
'
-
6
"
9'-0"
13
'
-
6
"
6'-10"1'-6"
5
5
5
16
9
4 2
5
2
2
2
1 6
9
1 3
12
9
8
15
10
16
7 7 13
31
2"
11
1 2"
10
11
13
19
MA
L
L
E
N
T
R
A
N
C
E
4
1DEMOLITION CEILING PLAN 1/4" = 1'-0"
A
2
ADJACENT TENANT
40'-2"
9'-9"30'-5"
2
11
'
-
3
"
15
'
-
2
"
25
'
-
6
"
MALL INTERIOR
COMMON AREA
MALL EXTERIOR
MALL
EXTERIOR
MALL EXTERIOR
ADJACENT
TENANT
15'-2"5'-6"14'-91
2"
(E) STOREFRONT GLAZING
11'-0"
(E) ENTRY POP-OUT
27
'
-
4
1 2"
11
(+16'-0" (E) RCP)
(+9'-10" RCP)
(+9'-5")
(+7'-10")
(E)(+8'-0")
(+9'-10")
(+8'-0")
(+8'-0")
3
3
17 18
8 13 18
18
7
14
14 TYP.
18
18
19 13
16
16
12
197
MA
L
L
E
N
T
R
A
N
C
E
1.SEE DEMOLITION NOTES ON SHEET D010 FOR REFERENCE.
2.G.C. SHALL GRIND AND POLISH THE CONCRETE FLOOR TO TENANT'S SPECIFICATIONS.
3.REPAIR DAMAGE CONCRETE SLAB AND HEADER OPENING AS A RESULT OF
DEMOLITION.
GENERAL NOTES
DEMOLITION KEYNOTES
1
REMOVE (E) FINISHES TO FACE OF (E) DEMISING WALL GYP. BD., PATCH AND REPAIR (E)
GYPSUM BOARD AS NEEDED.
2 REMOVE (E) INTERIOR PARTITION WALLS, DOORS/FRAME AND ALL UTILITIES ATTACHED TO
WALLS.
6
REMOVE ENTIRE (E) RESTROOM PLUMBING/ELECTRICAL FIXTURES AND ACCESSORIES
CAP ABANDON PIPES BELOW SLAB. SEE NEW FLOOR PLAN AND PLUMBING PLANS FOR
NEW RESTROOM LAYOUT
3 REMOVE (E) AC CEILING TILES AND GRIDS, GRILLES, DIFFUSERS AND DUCTWORK
THROUGHOUT.
7 REMOVE PORTION OF (E) ENTRY POP-OUT FINISH (ALL PURPLE / VIOLET COLOR),
PATCH AND REPAIR AS NEEDED.
REMOVE (E) ENTIRE FLOOR FINISHES. SEE GENERAL NOTE #1.
4 REMOVE (E) ELECTRICAL PANELS, METER AND ALL THE WIRING/CONDUITS. RELOCATE
PANEL AND METER, SEE NEW FLOOR PLAN AND ELECTRICAL PLANS FOR NEW LOCATION.
5
9
8
10
11
12
13
EXISTING INTERIOR WALL, DOOR AND FRAME TO REMAIN, PATCH AND REPAIR IF NEEDED.
14
15
EXISTING SPRINKLER HEAD / MAIN LINE TO REMAIN AND PROTECT.
REMOVE (E) OVERHEAD SOFFIT ABOVE STOREFRONT, PATCH AND REPAIR AS NEEDED
EXISTING EXTERIOR WALL TO REMAIN.
REMOVE (E) MILLWORK COUNTER/SEATING AND MISCELLANEOUS FLOOR PLATFORMS..
EXISTING STOREFRONT GLAZING TO REMAIN.
EXISTING STRUCTURAL COLUMN AND FURRING TO REMAIN. REMOVE (E)MIRROR
FINISHE, PATCH AND REPAIR FURRING AS NEEDED.
EXISTING MALL ENTRANCE (N.A.P.) PROTECT IN PLACE.
16
REMOVE (E) ACCORDION DOOR, ACCESSORIES AND DOOR CABINET.
EXISTING CEILING TO REMAIN. PATCH, REPAIR AND REPAINTED.17
REMOVE (E) GYP. CEILING, LIGHT FIXTURE, EXHAUST FAN, DIFFUSER AND ETC.18
19 PORTION OF (E) ENTRY POP-OUT FINISH TO REMAIN (WHITE COLOR FINISH ALL AROUND),
PATCH AND REPAIR IF NEEDED.
D011
DEMOLITION FLOOR PLAN
AND CEILING PLAN
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
NORTH
NORTH
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
1OVERALL MALL LEASE PLAN 1" = 50'-0"
PROPOSED MARKETING OFFICE
SEE ENLARGED PLAN ON SHEET A101
AREA: 1,095 S.F.
CONFERENCE
ROOM
MANAGER'S
OFFICE
BREAKROOM
TOILET STO.
OPEN
OFFICE
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
NORTH A010
OVERALL MALL LEASE PLAN
(FOR REFERENCE ONLY)
( F O R R E F E R E N C E O N L Y )
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
A
2
ADJACENT TENANT
40'-2"
9'-9"30'-5"
2
11
'
-
3
"
15
'
-
2
"
25
'
-
6
"
MALL INTERIOR
COMMON AREA
MALL EXTERIOR
MALL
EXTERIOR
MALL EXTERIOR
ADJACENT
TENANT
15'-2"5'-6"14'-91
2"
(E) STOREFRONT GLAZING
11'-0"
(E) ENTRY POP-OUT
27
'
-
4
1 2"
11
1FLOOR PLAN 1/4" = 1'-0"
M
STORAGE
(E)
ALL-GENDER
TOILET
7"1'-6"7"6'-10"1'-6"
5'-0"
31'-9"
12
'
-
0
"
1'-2"16'-3"13'-11"
V.I.F.
9'-4"
CONFERENCE
ROOMMANAGER'S
OFFICE
RE
F
10
'
-
7
"
5'
-
3
"
8'-
1
0
"
13
'
-
6
"
1'-6"
4'
-
8
"
A2
A1
A3
A401
1
D101
D102 D103
3
3
22
1
1
1
1
LOUNGE
1
6
A201
2
7
4
4
S2S1
99
9
8
8
1 8
B
CAA201
4
A201
3B
A201
3A
A201
17
A201
18
6
A201
19
D104
D105
3'-0"EQ.EQ.
A3
A3
A4
A4
A3
MA
L
L
E
N
T
R
A
N
C
E
10
A301
13
ALL FURNISHINGS, DESK, CHAIRS, TABLES ETC.
TO BE FURNISHED AND INSTALLED BY OWNER
A301
1
A301
9
14
18"
MIN.
12"
MIN.
18"
MIN.
12"
MIN.
12
"
MI
N
.
18
"
MI
N
.
18"
MIN.
12"
MIN.
30X48
60
"
x
6
0
"
c
l
r
.
60
"
x
6
0
"
c
l
r
.
60"x60" clr.
60
"
x
6
0
"
c
l
r
.
48"x48" clr.
48
"
x
4
8
"
c
l
r
.
48
"
x
4
8
"
c
l
r
.
48
"
x
4
8
"
c
l
r
.
NEW FRAMELESS GLASS UNDER
DEFERRED SUBMITTAL
GENERAL NOTES
KEYNOTES
1
NEW ENTRY POP-OUT FINISH TO MATCH ADJACENT FINISH. COLOR TO BE DARK GREY.
2 NEW WALL GLAZING, SEE ELEVATION SHEET A201
6
3 WALL RECESSED FOR WALL MOUNTED TV/MONITOR, SEE DETAIL 20/A401
7
NEW FLOOR FINISH FOR THE ENTIRE SPACE.
BEDROSIANS, AREA 51 - 24" X 24" CLAY MATTE STAGGERED PATTERN
4 MILLWORK - KITCHEN COUNTER, CABINETS AND TABLE SEE MILLWORK SHEET A202 FOR
ADDITIONAL INFORMATION
5
9
8
10
EXISTING CEILING GYP. BOARD TO REMAIN. PATCH & REPAIR IF NEEDED.
1.INTERIOR WALLS SHALL BE TAPED, SANDED SMOOTH (LEVEL 4) AND READY FOR TENANT
FINISH .
2.INTERIOR FLOOR SLABS TO BE SMOOTH TROWELED FINISH (FF = 35, FL = 25), UNSEALED,
AND READY FOR TENANT FINISH.
3.DOOR SCHEDULE REFER TO SHEET A601.
WALL LEGEND
EXIT DOOR
EXISTING INTERIOR WALL TO REMAIN, PROTECT IN PLACE
NEW STUD WALLS - SEE INTERIOR PARTITION KEYNOTES
EXISTING EXTERIOR WALL TO REMAIN, PROTECT IN PLACE
EXIT
3-5/8" x 20 GA. METAL STUD WALL AT 16" O.C., WITH 5/8" GYP. BOARD ON ONE (1) SIDE, WITH
SOUND BATT INSULATION. SEE DETAIL 17/A301.
3-5/8" x 20 GA. METAL STUD WALL AT 16" O.C. WITH 5/8" GYP. BOARD BOTH SIDE WITH SOUND
BATT INSULATION. EXTEND TO 6" ABOVE HIGHEST ADJACENT CEILING. SEE DETAIL 17/A301
EXISTING WALL PARTITION TO REMAIN. PATCH AND REPAIR IF NEEDED.
EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR IF NEEDED
STOREFRONT WINDOW - SEE DETAIL
INTERIOR PARTITION KEY NOTES
A1
A2
A3
PORTION OF (E) ENTRY POP-OUT FINISH TO REMAIN (WHITE COLOR FINISH ALL AROUND),
PATCH AND REPAIR IF NEEDED AND CLEAN TO LOOK "NEW"
2' X 4' RECESSED LIGHT FIXTURE, SEE ELECTRCAL
CEILING TILE SYSTEM.
ROCKFON, ALASKA 2' X 2' SQ. ANGLED TEGULAR DESIGNER WHITE
4' CEILING MOUNTED FLUORESCENT
DECORATIVE CONFERENCE LIGHT - WEST ELM SUSPENDED CHANDELIER.
CONTRACT GRADE ARDSLEY LINEAR CHANDELIER 48" LIGHT BRONZE
DECORATIVE PENDANTS - DEKOOR LIGHTING
SILK OVAL PENDANT LIGHT: DK24 - L612 - 5PL1, VARIED SIZES (MODEL A, B & C)
DECORATIVE PENDANTS - DEKOOR LIGHTING
SILK OVAL PENDANT LIGHT: DK24 - L612 - 5PL1, VARIED SIZES (MODEL C)
MECHANICAL HVAC DIFFUSER (SUPPLY)
EXISTING SPRINKLER HEAD TO REMAIN
MECHANICAL HVAC DIFFUSER (RETURN)
MEACHANICAL DIFFUSER (EXHAUST)
9'-0"BOTTOM OF CEILING / SOFFIT
LEGEND
S#
WALL PANELS FINISH - OAKWOOD VENEER COMPANY
4'-0" x 10'-0" OAK VENEER WHITE FLAT CUT PANELS WITH 1
2" MDF BACKER PREMIUM GRADE
INSTALL VERTICAL DIRECTION. SEAL WITH MATTE CLEAR SEALERM (2 COATS MIN.)
RELOCATED METER AND ELECTRICAL PANEL, SEE ELECTRICAL PLANS FOR ADDITIONAL
INFORMATION
2' X 4' RECESSED EMERGENCY LIGHT FIXTURE, SEE ELECTRCAL
OVERALL WALL PAINT - UNLESS NOTED OTHERWISE.
DUNN EDWARDS: IGLOO DEW379, EGGSHELL FINISH. SEMI-GLOSS IN TOILET.
PLANTERS
A4
11 NEW ACT CEILING TILES - ROCKRON ALASKA SEMI-CONCEALED
12 NEW LIGHTS AND DIFFUSERS (SEE ELECTRICAL)
13 NEW EXHAUST FAN (SEE MECHANICAL AND ELECTRICAL)
14 DOOR SCHEDULE DOOR SIGNAGE -
A. EACH GRADE-LEVEL EXIT DOOR TO HAVE A TACTILE SIGN WITH THE WORD "EXIT".
SEE DETAIL 7A/T102.
B. POST A SIGN ADJACENT TO THE REQUIRED MAIN DOOR WITH 1" LETTERING STATING
"THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED". MAIN EXIT ONLY.
PER CBC SECTION 1008.1.9.3.
C. AT BUILDING ENTRANCE THAT IS ACCESSIBLE TO AND USABLE BY PERSONS WITH
DISABILITIES PROVIDE ACCESSIBLE SIGNAGE - SIGN TO DISPLAY THE INTERNATIONAL
SYMBOL OF ACCESSIBILITY TO BE VISIBLE TO PERSONS ALONG APPROACHING
PEDESTRIAN WAYS. SEE SHEET T102
60
"
x
6
0
"
c
l
r
.
48
"
x
4
8
"
c
l
r
.
60" CLEARANCE ON DOOR SWING DIRECTION
PER CBC 11B-404.2.4
48" CLEARANCE ON OPPOSITE DIRECTION OF DOOR SWING DIRECTION
PER CBC 11B-404.2.4
1REFLECTED CEILING PLAN 1/4" = 1'-0"
A
2
ADJACENT TENANT
40'-2"
9'-9"30'-5"
2
11
'
-
3
"
15
'
-
2
"
25
'
-
6
"
MALL INTERIOR
COMMON AREA
MALL EXTERIOR
MALL
EXTERIOR
MALL EXTERIOR
ADJACENT
TENANT
15'-2"5'-6"14'-91
2"
(E) STOREFRONT GLAZING
11'-0"
(E) ENTRY POP-OUT
27
'
-
4
1 2"
11
(+16'-0" RCP)
EXIT
4 BELOW
6 67
1'-1"
EQ.EQ.
EQ
.
EQ
.
3'
-
9
"
2'
-
6
"
+10'-0"
+10'-0"
+10'-0"
+10'-0"
+8'-0"
+8'-0"
A401
16
TYP.
A401
16
TYP.
5
B.O. CEILING
B.O. CEILING
B.O. CEILING
B.O. CEILING
B.O. CEILING
MA
L
L
E
N
T
R
A
N
C
E
4'
-
5
"
11 12
11 12
11 12 11 12
13
A301
1
A301
9
A301
13
A101
FLOOR PLAN
AND CEILING PLAN
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
NORTH
NORTH
PC1
PC1
PC1PC1
PC1
PC1
PC1
PC2
PC2
PC3
PC2
PC3
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
PROPOSED MARKETING OFFICE
SEE ENLARGED PLAN ON SHEET A101
AREA: 1,095 S.F.
CONFERENCEROOM
MANAGER'SOFFICE
KITCHEN TOILET STO.
OFFICE
1EXISTING ROOF PLAN 1/4" = 1'-0"
EXISTING
MACY'S BLDG
N.A.P.
(E) ROOF
TOP UNIT
TO REMAIN
N.A.P
(E) ROOF
TOP UNIT
TO REMAIN
N.A.P
(E) ROOF
TOP UNIT
TO REMAIN
N.A.P
(E) ROOF
TOP UNIT
TO REMAIN
N.A.P
(E) UNIT
SERVING SPACE
TO REMAIN
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
NORTH
A102
EXISTING ROOF PLAN
KEYPLAN
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
± 0'-0"
SECOND FLOOR
± 16'-0"
MALL CEILING
± 0'-0"
SECOND FLOOR
± 16'-0"
MALL CEILING
A
A
ADJACENT TENANT MALL EXTERIOR PART
ADJACENT TENANT MALL EXTERIOR PART
1 DEMOLITION STOREFRONT ELEVATION 1/4" = 1'-0"
2 STOREFRONT ELEVATION 1/4" = 1'-0"
(E
)
1
4
'
-
8
"
8'
-
0
"
11'-0"
(E) PORTAL ENTRY
(E
)
9
'
-
4
"
V
.
I
.
F
.
B.
O
.
S
O
F
F
I
T
14'-6"
(E) STOREFRONT
1
62 7
5
8
9
5'
-
6
"
1'
-
2
"
6'-10"
(N) ENTRY
OPEN
TO KITCHEN
3'
-
6
"
3'
-
0
"
3'
-
6
"
2'-3"6'-0"3'-3"
10
'
-
0
"
B.
O
.
C
E
I
L
I
N
G
6" RE
C
E
S
S
E
D
FOR T
V
3INTERIOR ELEVATION 1/4" = 1'-0"
4KITCHEN ELEVATIONS 1/4" = 1'-0"
10
'
-
0
"
B.
O
.
C
E
I
L
I
N
G
2'
-
1
0
"
1'
-
8
"
3'
-
0
"
2'
-
1
0
"
1'
-
8
"
7'-
6
"
1'
-
6
"
6'
-
0
"
ABC
AB
1'-0"1'-0"
CEILING LINE
FINISH FLOOR
4
7
5
--
20
14
1617
15 13
14
1111
12
13
18
19
20
21
20
24
8'-
0
"
A601
17
6"8'-0"2'-6"15'-6"1'-0"4'-3"
A601
15
A601
17
A601
15
T T TT
10
'
-
0
"
B.
O
.
C
E
I
L
I
N
G
A601
18
A601
18
A601
13B
A601
13B
A601
13C
A601
13A
A601
13C
A601
13A
TV MONITOR (BY OTHERS)
G.C. TO PROVIDE POWER, DATA,
J-BOX AND BLOCKING.
2323
23
A301
1
3 4
D103
S1
D102
S2
NOTE:
FOR DOOR SCHEDULE REFER TO SHEET A601
A301
9
A301
1
A301
9
(E
)
9
'
-
4
"
V
.
I
.
F
.
T.
O
.
S
T
O
R
E
F
R
O
N
T
A601
16
A601
16
1'
-
6
"
24
24
18
A202
1
A202
3
A202
7 A202
5
A202
13
2'-6"2'-6"2'-6"2'-5"
1'-03
4"2'-6"2'-6"2'-6"1'-0"1'-2"3'-0"1'-2"3'-3"
2'
-
1
0
"
A401
6B
25
4" WOOD TRIM
ALL AROUND
1'-2"3'-0"1'-2"
2'
-
1
0
"
1'
-
8
"
7'-
6
"
3'
-
0
"
7'-
6
"
26
2626
LAMINATED
END PANEL
A202
9
A202
11
1'-8"
FLOOR CLOSER
ADJUSTABLE
TOP PIVOT
NEW FRAMELESS GLASS
UNDER DEFERRED SUBMITTAL
KEYNOTES
1
NEW ENTRY POP-OUT FINISH TO MATCH ADJACENT FINISH. (COLOR TO BE DARK GREY)
SEE DETAIL 17 & 18 ON SHEET A201
2
6
3
7
4
5
9
8
10
11
12
PORTION OF (E) ENTRY POP-OUT FINISH TO REMAIN (WHITE COLOR FINISH ALL AROUND),
PATCH AND REPAIR IF NEEDED AND CLEAN TO LOOK "NEW"
REMOVE PORTION OF (E) ENTRY POP-OUT FINISH (ALL PURPLE / VIOLET COLOR),
PATCH AND REPAIR IF NEEDED.
EXISTING EXTERIOR WALL TO REMAIN.
EXISTING STOREFRONT GLAZING TO REMAIN.
EXISTING MALL ENTRANCE (N.A.P.) PROTECT IN PLACE.
REMOVE (E) ACCORDION DOOR, ACCESSORIES AND DOOR CABINET.
REMOVE (E) STOREFRONT OVERHANG CANOPY. PATCH, REPAIR AND REPAINTED WALL
AFFECTED BY DEMOLITION.
NEW STOREFRONT ENTRANCE - SEE DETAIL
EXISTING DOOR TO REMAIN. G.C. TO CHECK ALL ACCESSORIES IF STILL WORKING
PROPERLY. IF NOT G.C. TO INFORM OWNER OR ARCHITECT FOR REPLACEMENT.
GFI OUTLET, TYP. 8" TO BOTTOM OF PLATE ABOVE COUNTER
FAIRLANE - 33" UNDERMOUNT SINGLE BOWL
18-GAUGE STAINLESS STEEL KITCHEN SINK
INSTANT FLOW WATER HEATER. PROVIDE GFI OUTLET. SEE PLUMBING AND
ELECTRICAL FOR ADDITIONAL INFORMATION
KITCHEN UPPER AND LOWER CABINETS BY GENERAL CONTRACTOR
LAMINATE FINISH:WILSONART LAMINATE, FAWN CYPRESS 8108K RUSTIC FINISH
VERTICAL DIRECTION
HARDWARE:SOFT CLOSE HINGES & SOFT CLOSE UNDERMOUNT DRAWER SLIDES
HANDLES AND PULLS:4" DAMON EDGE BRUSHED BRASS DRAWER PULL
REFRIGERATOR LOCATION, SEE ELECTRICAL DRAWINGS.
REFRIGERATOR FINISH AND MODEL BY OWNER.
13
14 KITCHEN FAUCET SEE PLUMBING SCHEDULE AND DRAWINGS.
SUBMIT SPECS TO OWNER AND ARCHITECT FOR APPROVAL
15 MICROWAVE LOCATION, PROVIDE DEDICATED 20AMP SEPARATE CIRCUIT OR PER CODE.
SEE ELECTRICAL DWGS. APPLIANCE BY OWNER. OUTLET LOCATED ABOVE M/W CABINET,
PROVIDE HOLE ON TOP SHELF FOR CABLE. VERIFY APPLIANCE HEIGHT WITH OWNER AND
ADJUST LOCATION AND HEIGHT OF OUTLET AS REQUIRED. SHELF IS FOR BUILT-IN
MICROWAVE, MAX 24" WIDE. GC TO PROVIDE OR INSTALL MANUFACTURER SUPPLIED S/S
TRIM ALL AROUND MW CABINET TO MATCH OWNER SUPPLIED APPLIANCE FINISH.
16
17
KITCHEN BACKSPLASH: QUARTZ COUNTERTOP
BY: CAMBRIA - PORTRUSH - POLISHED CAMBRIA MATTE18
LINE OF KITCHEN BEYOND19
LIGHT FIXTURES, SEE CEILING PLAN AND ELECTRICAL DRAWINGS.20
COUNTER SEATING MILLWORK BY GENERAL CONTRACTOR21
COUNTER SEATING STOOL FURNITURE BY OTHERS22
DOOR HANDLE PER MANUFACTURER, SUBMIT SHOP DRAWINGS
BY: PINKS - LOCK WITH LEVER IN BLACK23
QUARTZ COUNTERTOP
BY: CAMBRIA - PORTRUSH - POLISHED CAMBRIA MATTE24
WALL PANELS FINISH - OAKWOOD VENEER COMPANY
4'-0" x 10'-0" OAK VENEER WHITE FLAT CUT PANELS WITH 1
2" MDF BACKER PREMIUM GRADE
INSTALL VERTICAL DIRECTION. SEAL WITH MATTE CLEAR SEALERM (2 COATS MIN.)
25
PRIVACY FILM ON GLASS - FROSTED WHITE26
20WALL PARTITION DETAIL - SECTION 1/2" = 1'-0"
FINISH FLOOR
6'-0"
19WALL PARTITON DETAIL - PLAN 1/2" = 1'-0"
10
'
-
0
"
B.
O
.
C
E
I
L
I
N
G
3'
-
0
"
3'
-
6
"
3'
-
6
"
TV MONITOR (BY OTHERS)
G.C. TO PROVIDE POWER,
DATA, J-BOX AND BLOCKING.
WOOD TRIM ALL AROUND
5/8" GYP. BD. OVER
3-5/8" METAL STUD @ 16" O.C.
5/8" GYP. BD. OVER
3-5/8" METAL STUD @ 16"
O.C.6" RUBBER BASE, TYP.
6" METAL STUD ALL AROUND
5/8" GYP. BD. OVER
3-5/8" METAL STUD @ 16"
O.C.
11
2"
4"
61
4"
TV MONITOR (BY OTHERS)
G.C. TO PROVIDE POWER,
DATA, J-BOX AND BLOCKING.
WOOD TRIM ALL AROUND
6" METAL STUD ALL AROUND
5/8" GYP. BD. OVER
3-5/8" METAL STUD @ 16" O.C.
4"4"
1'
-
2
1 4"614"
614"
112"
112"
A401
16
A401
6B
--
19
--
20
CONFERENCE ROOMMANAGER'S OFFICE
CONFERENCE ROOM
MANAGER'S OFFICE
17ENTRY POP-OUT DETAIL 1" = 1'-0"
18ENTRY POP-OUT DETAIL 1" = 1'-0"
(E) 2'-1" (V.I.F.)
(E) 1'-6"7"
5"
412"
(E
)
1
1
1 2"
NEW ENTRY POP-OUT FINISH
TO MATCH ADJACENT,
COLOR TO BE DARK GRAY.
5/8" GYP. BD. OVER
2-1/2" METAL STUD @ 12" O.C.
NEW DOOR ENTRY
STOREFRONT
ADJACENT TENANT (N.A.P.)
(E) ENTRY POP-OUT FINISH TO
REMAIN, PATCH & REPAIR IF
NEEDED. CLEAN TO LOOK "NEW"
2'-1" (V.I.F.)
11
"
(
V
.
I
.
F
.
)
1'
-
1
0
1 2"
(
V
.
I
.
F
.
)
(E) 2'-1" (V.I.F.)
7"(E) 1'-6"
NEW DOOR ENTRY
STOREFRONT
1'-8"
1'
-
1
0
1 2"
(
V
.
I
.
F
.
)
11
"
(
V
.
I
.
F
.
)
(E
)
1
1
1 2"
EXISTING STOREFRONT
5/8" GYP. BD. OVER
2-1/2" METAL STUD @ 12" O.C.
(E) WALL INTERIOR,
PATCH AND REPAIR IF
NEEDED AFFECTED BY DEMO.
(E) WALL INTERIOR,
PATCH AND REPAIR IF
NEEDED AFFECTED BY DEMO.
NEW ENTRY POP-OUT FINISH
TO MATCH ADJACENT,
COLOR TO BE DARK GRAY.
(E) ENTRY POP-OUT FINISH TO
REMAIN, PATCH & REPAIR IF
NEEDED. CLEAN TO LOOK
"NEW"
(E) AUTO FIRE SYSTEM #1
TO REMAIN
A601
18
SIM.
A601
18
SIM.
FRAMELESS
GLASS
FRAMELESS
GLASS
A201
DEMO & PROPOSED
STOREFRONT ELEVATION
& INTERIOR ELEVATIONS
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
PC1
PC1
PC1
PC2
PC2
PC2
PC3
PC3
PC2
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
1UPPER & LOWER CABINET 1" = 1'-0"
1'-0"
1'-10"
1 ADJ1
2"2'
-
1
0
"
MA
X
I
M
U
M
H
E
I
G
H
T
A
F
F
3'
-
0
"
1'
-
8
"
2'-0"
634"
1 4"
1 2"
3 4"
4"
TYP4"
TYP
2'-2"
QUARTZ COUNTERTOP
AND BACKSPLASH
BY: CAMBRIA -
PORTRUSH - POLISHED
CAMBRIA MATTE
CONT. SEALANT
1x4 WOOD BLOCKING
(TYP)
WOOD BLOCKING
DRAWER
DRILL FOR ADJUSTABLE
SHELF 4" FROM SHELF
EDGE
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
CONT. SEALANT
3UPPER & LOWER CABINET AT MICROWAVE 1" = 1'-0"
1'-0"
1'-10"
1 ADJ1
2"2'-
1
0
"
MA
X
I
M
U
M
H
E
I
G
H
T
A
F
F
1'
-
8
"
1'
-
8
"
2'-0"
634"
1 4"
1 2"
3 4"
4"
TYP4"
TYP
2'-2"
QUARTZ COUNTERTOP
AND BACKSPLASH
BY: CAMBRIA -
PORTRUSH - POLISHED
CAMBRIA MATTE
CONT. SEALANT
1x4 WOOD BLOCKING
(TYP)
WOOD BLOCKING
DRAWER
DRILL FOR ADJUSTABLE
SHELF 4" FROM SHELF
EDGE
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
CONT. SEALANT
CONT. SEALANT
1'
-
4
"
5UPPER & LOWER AT OPEN SHELVING 1" = 1'-0"
1'-0"
1'-10"
1 ADJ1
2"2'
-
1
0
"
MA
X
I
M
U
M
H
E
I
G
H
T
A
F
F
1'
-
6
3 4"
1'
-
8
"
2'-0"
2'-2"
QUARTZ COUNTERTOP
AND BACKSPLASH
BY: CAMBRIA -
PORTRUSH - POLISHED
CAMBRIA MATTE
CONT. SEALANT
1x4 WOOD BLOCKING
(TYP)
WOOD BLOCKING
DRILL FOR ADJUSTABLE
SHELF 4" FROM SHELF
EDGE
CONT. SEALANT
7UPPER CABINET AT REFRIGERATOR 1" = 1'-0"
1'-0"
6'
-
0
"
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
CONT. SEALANT
CONT. SEALANT
1'
-
6
"
REFRIGERATOR
BY OTHERS
9UPPER & LOWER CABINET 1" = 1'-0"
1'-0"
1
2"2'
-
1
0
"
MA
X
I
M
U
M
H
E
I
G
H
T
A
F
F
3'
-
0
"
1'
-
8
"
2'-0"
6"
3 4"
1 2"
3 4"
2'-2"
QUARTZ COUNTERTOP
AND BACKSPLASH
BY: CAMBRIA -
PORTRUSH - POLISHED
CAMBRIA MATTE
CONT. SEALANT
1x4 WOOD BLOCKING
(TYP)
WOOD BLOCKING
DRAWER
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
-
14
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
CONT. SEALANT
11
1 2"
3 4"
9"
11ACCESSIBLE CABINET AT SINK 1" = 1'-0"
1'-0"
2'-
1
0
"
MA
X
I
M
U
M
H
E
I
G
H
T
A
F
F
3'-
0
"
1'
-
8
"
2'-0"
3 4"
2'-2"
QUARTZ COUNTERTOP
AND BACKSPLASH
BY: CAMBRIA -
PORTRUSH - POLISHED
CAMBRIA MATTE
CONT. SEALANT
1x4 WOOD BLOCKING
(TYP)
WOOD BLOCKING
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
PLASTIC LAMINATENON
3/4" SUBSTRATE
EXTERIOR AND ESPOSED
SIDES
CONT. SEALANT
SINK BEYOND
2"
4"
PAIR CABINET DOORS
MIN. 18" WIDE EA. (36"
MIN. CLR. OPENING)
WITH RECESSED BASE
ATTACHED
9"
9"
8"
2'
-
3
"
CLEAR KNEE
CLEARANCE
UNDER SINK
13COUNTERTOP DETAIL 1" = 1'-0"
2'-
1
0
"
MA
X
I
M
U
M
H
E
I
G
H
T
A
F
F
2'-
1
0
"
MA
X
I
M
U
M
H
E
I
G
H
T
A
F
F
1'-6"
QUARTZ COUNTERTOP
BY: CAMBRIA - PORTRUSH -
POLISHED CAMBRIA MATTE
OVER 3
4" PLYWOOD
GC TO PROVIDE ANGLE OR CENTER
MOUNT HIDDEN STL. BRACKET
SUPPORT
-
14
-
14
-
14
14TOE SPACE 6" = 1'-0"
A202
MILLWORK DETAILS
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
PC1
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
PAINTING SPECIFICATION
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
A203
PAINTING
SPECIFICATION
PART 1 - GENERAL
1.01 SUMMARY
A. SECTION INCLUDES: SURFACE PREPARATION AND FIELD PAINTING OF EXPOSED ITEMS AND SURFACES ON THE FOLLOWING SUBSTRATES:
1. EXTERIOR:
A. EXTERIOR PORTLAND CEMENT PLASTER.
B. CONCRETE MASONRY UNITS (CMU).
C. WOOD.
D. STEEL.
E. GALVANIZED METAL.
2. INTERIOR:
A. GYPSUM BOARD.
B. WOOD.
C. CONCRETE MASONRY UNITS (CMU).
D. STEEL.
E. GALVANIZED METAL.
1.02 SUBMITTALS
A. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. INCLUDE PREPARATION REQUIREMENTS AND APPLICATION INSTRUCTIONS.
B. SAMPLES FOR VERIFICATION: FOR EACH TYPE OF PAINT SYSTEM AND EACH COLOR AND GLOSS OF TOPCOAT.
1. SUBMIT SAMPLES ON RIGID BACKING, 8 INCHES SQUARE.
2. STEP COATS ON SAMPLES TO SHOW EACH COAT REQUIRED FOR SYSTEM.
3. LABEL EACH COAT OF EACH SAMPLE,
4. LABEL EACH SAMPLE FOR LOCATION AND APPLICATION AREA.
C. PRODUCT LIST: FOR EACH PRODUCT INDICATED, INCLUDE THE FOLLOWING:
1. CROSS-REFERENCE TO PAINT SYSTEM AND LOCATIONS OF APPLICATION AREAS. USE SAME DESIGNATIONS INDICATED ON DRAWINGS AND IN
SCHEDULES.
2. VOC CONTENT.
D. CERTIFICATION BY MANUFACTURER THAT PRODUCTS SUPPLIED COMPLY WITH THE FOLLOWING REGULATIONS CONTROLLING USE OF VOLATILE ORGANIC
COMPOUNDS (VOCS):
1. AIR QUALITY MANAGEMENT DISTRICT (AQMD), RULE 1113, ARCHITECTURAL COATINGS.
2. SECTION 5.504.4.3 AND TABLE 5.504.4.3, VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS, OF THE CALIFORNIA GREEN BUILDING STANDARDS CODE,
CHAPTER 5, NONRESIDENTIAL MANDATORY MEASURES.
1.03 QUALITY ASSURANCE
A. MOCKUPS: APPLY MOCKUPS OF EACH PAINT SYSTEM INDICATED AND EACH COLOR AND FINISH SELECTED TO VERIFY PRELIMINARY SELECTIONS MADE UNDER
SAMPLE SUBMITTALS AND TO DEMONSTRATE AESTHETIC EFFECTS AND SET QUALITY STANDARDS FOR MATERIALS AND EXECUTION.
1. ARCHITECT WILL SELECT ONE SURFACE TO REPRESENT SURFACES AND CONDITIONS FOR APPLICATION OF EACH PAINT SYSTEM SPECIFIED IN PART 3.
A. VERTICAL AND HORIZONTAL SURFACES: PROVIDE SAMPLES OF AT LEAST 100 SQ. FT.
B. OTHER ITEMS: ARCHITECT WILL DESIGNATE ITEMS OR AREAS REQUIRED.
2. FINAL ACCEPTANCE OF COLOR SELECTIONS WILL BE BASED ON MOCKUPS.
3. ACCEPTANCE OF MOCKUPS DOES NOT CONSTITUTE ACCEPTANCE OF DEVIATIONS FROM THE CONTRACT DOCUMENTS CONTAINED IN MOCKUPS UNLESS
ARCHITECT SPECIFICALLY REVIEWS AND ACCEPTS SUCH DEVIATIONS IN WRITING.
4. SUBJECT TO COMPLIANCE WITH REQUIREMENTS, ACCEPTED MOCKUPS MAY BECOME PART OF THE COMPLETED WORK IF UNDISTURBED AT TIME OF
SUBSTANTIAL COMPLETION.
1.04 DELIVERY, STORAGE, AND HANDLING
A. STORE MATERIALS NOT IN USE IN TIGHTLY COVERED CONTAINERS IN A WELL-VENTILATED AREAS WITH AMBIENT TEMPERATURES CONTINUOUSLY MAINTAINED
AT NOT LESS THAN 45 DEGREES F.
1. MAINTAIN CONTAINERS IN A CLEAN CONDITION, FREE OF FOREIGN MATERIALS AND RESIDUE.
2. REMOVE RAGS AND WASTE FROM STORAGE AREAS DAILY.
1.05 FIELD CONDITIONS
A. APPLY PAINTS ONLY WHEN TEMPERATURES OF SURFACES TO BE PAINTED AND AMBIENT TEMPERATURES ARE BETWEEN 50 AND 95 DEGREES F.
B. EXTERIOR: DO NOT APPLY PAINTS IN SNOW, RAIN, FOG, OR MIST; WHEN RELATIVE HUMIDITY EXCEEDS 85 PERCENT; AT TEMPERATURES LESS THAN 5 DEGREES
F ABOVE THE DEW POINT; OR TO DAMP OR WET SURFACES.
C. INTERIOR: DO NOT APPLY PAINTS WHEN RELATIVE HUMIDITY EXCEEDS 85 PERCENT; AT TEMPERATURES LESS THAN 5 DEGREES F ABOVE THE DEW POINT; OR
TO DAMP OR WET SURFACES.
1.06 MAINTENANCE
A. EXTRA MATERIALS: FURNISH EXTRA MATERIALS, FROM THE SAME PRODUCT RUN, THAT MATCH PRODUCTS INSTALLED AND THAT ARE PACKAGED WITH
PROTECTIVE COVERING FOR STORAGE AND IDENTIFIED WITH LABELS DESCRIBING CONTENTS.
1. PAINT: 5 PERCENT, BUT NOT LESS THAN 1 GAL. OF EACH MATERIAL AND COLOR APPLIED.
PART 2 - PRODUCTS
2.01 MANUFACTURERS
A. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTS BY ONE OF THE FOLLOWING:
1. DUNN-EDWARDS CORPORATION, LOS ANGELES, CA (888) 337-2468; WWW.DUNNEDWARDS.COM.
2. BENJAMIN-MOORE, MONTVALE, NJ, (855) 724-6802; WWW.BENJAMINMOORE.COM
4. SHERWIN-WILLIAMS, CLEVELAND, OH (800) 474-3794; WWW.SHERWIN-WILLIAMS.COM.
5. VISTA PAINT, FULLERTON, CA (714) 680-3800; WWW.VISTAPAINT.COM.
2.02 PAINT MATERIALS, GENERAL
A. MATERIAL COMPATIBILITY:
1. PROVIDE MATERIALS FOR USE WITHIN EACH PAINT SYSTEM THAT ARE COMPATIBLE WITH ONE ANOTHER AND SUBSTRATES INDICATED, UNDER
CONDITIONS OF SERVICE AND APPLICATION AS DEMONSTRATED BY MANUFACTURER, BASED ON TESTING AND FIELD EXPERIENCE.
2. FOR EACH COAT IN A PAINT SYSTEM, PROVIDE PRODUCTS RECOMMENDED IN WRITING BY MANUFACTURERS OF TOPCOAT FOR USE IN PAINT SYSTEM AND
ON SUBSTRATE INDICATED.
B. VOC CONTENT: PROVIDE MATERIALS THAT COMPLY WITH VOC LIMITS OF AIR QUALITY
MANAGEMENT DISTRICT (AQMD), RULE 1113, ARCHITECTURAL COATINGS, AND THE FOLLOWING:
1. COMPLY WITH SECTION 5.504.4.3 AND TABLE 5.504.4.3, VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS, OF THE CALIFORNIA GREEN BUILDING
STANDARDS CODE, CHAPTER 5, NONRESIDENTIAL MANDATORY MEASURES.
C. COLORS: AS SELECTED BY ARCHITECT.
PART 3 - EXECUTION
3.01 EXAMINATION
A. EXAMINE SUBSTRATES AND CONDITIONS, WITH APPLICATOR PRESENT, FOR COMPLIANCE WITH REQUIREMENTS FOR MAXIMUM MOISTURE CONTENT AND
OTHER CONDITIONS AFFECTING PERFORMANCE OF WORK.
B. MAXIMUM MOISTURE CONTENT OF SUBSTRATES: WHEN MEASURED WITH AN ELECTRONIC MOISTURE METER AS FOLLOWS:
1. CONCRETE AND MASONRY (CLAY AND CMU): 3 PERCENT.
2. WOOD: 15 PERCENT.
3. PORTLAND CEMENT PLASTER: 12 PERCENT.
4. GYPSUM BOARD: 12 PERCENT.
C. PORTLAND CEMENT PLASTER SUBSTRATES: VERIFY THAT PLASTER IS FULLY CURED.
D. EXTERIOR GYPSUM BOARD SUBSTRATES: VERIFY THAT FINISHING COMPOUND IS SANDED SMOOTH.
E. VERIFY SUITABILITY OF SUBSTRATES, INCLUDING SURFACE CONDITIONS AND COMPATIBILITY WITH EXISTING FINISHES AND PRIMERS.
F. BEGIN COATING APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED AND SURFACES ARE DRY.
1. APPLICATION OF COATING INDICATES ACCEPTANCE OF SURFACES AND CONDITIONS.
3.02 PREPARATION
A. COMPLY WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND RECOMMENDATIONS IN MPI MANUAL APPLICABLE TO SUBSTRATES AND PAINT SYSTEMS
INDICATED.
B. REMOVE HARDWARE, COVERS, PLATES, AND SIMILAR ITEMS ALREADY IN PLACE THAT ARE REMOVABLE AND NOT TO BE PAINTED. IF REMOVAL IS IMPRACTICAL
OR IMPOSSIBLE BECAUSE OF SIZE OR WEIGHT OF ITEM, PROVIDE SURFACE-APPLIED PROTECTION BEFORE SURFACE PREPARATION AND PAINTING.
1. AFTER COMPLETING PAINTING OPERATIONS, USE WORKERS SKILLED IN THE TRADES INVOLVED TO REINSTALL ITEMS THAT WERE REMOVED. REMOVE
SURFACE-APPLIED PROTECTION.
C. CLEAN SUBSTRATES OF SUBSTANCES THAT COULD IMPAIR BOND OF PAINTS, INCLUDING DIRT, OIL, GREASE, AND INCOMPATIBLE PAINTS AND ENCAPSULANTS.
1. REMOVE INCOMPATIBLE PRIMERS AND REPRIME SUBSTRATE WITH COMPATIBLE PRIMERS AS REQUIRED TO PRODUCE PAINT SYSTEMS INDICATED.
D. MASONRY SUBSTRATES: REMOVE EFFLORESCENCE AND CHALK. DO NOT PAINT SURFACES IF MOISTURE CONTENT OR ALKALINITY OF SURFACES OR MORTAR
JOINTS EXCEEDS THAT PERMITTED IN MANUFACTURER'S WRITTEN INSTRUCTIONS.
E. STEEL SUBSTRATES: REMOVE RUST AND LOOSE MILL SCALE. CLEAN USING METHODS RECOMMENDED IN WRITING BY PAINT MANUFACTURER BUT NOT LESS
THAN THE FOLLOWING:
1. SSPC-SP 2, HAND TOOL CLEANING.
2. SSPC-SP 3, POWER TOOL CLEANING.
3. SSPC-SP 7/NACE NO. 4, BRUSH-OFF BLAST CLEANING.
4. SSPC-SP11, POWER TOOL CLEANING TO BARE METAL.
F. SHOP-PRIMED STEEL SUBSTRATES: CLEAN FIELD WELDS, BOLTED CONNECTIONS, AND ABRADED AREAS OF SHOP PAINT, AND PAINT EXPOSED AREAS WITH
THE SAME MATERIAL AS USED FOR SHOP PRIMING TO COMPLY WITH SSPC-PA 1 FOR TOUCHING UP SHOP-PRIMING.
G. GALVANIZED-METAL SUBSTRATES: REMOVE GREASE AND OIL RESIDUE FROM GALVANIZED SHEET METAL BY MECHANICAL METHODS TO PRODUCE CLEAN,
LIGHTLY ETCHED SURFACES THAT PROMOTE ADHESION OF SUBSEQUENTLY APPLIED PAINTS.
H. COTTON OR CANVAS INSULATION COVERING SUBSTRATES: REMOVE DUST, DIRT, AND OTHER FOREIGN MATERIAL THAT MIGHT IMPAIR BOND OF PAINTS TO
SUBSTRATES.
3.03 APPLICATION
A. APPLY PAINTS ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS.
1. USE APPLICATORS AND TECHNIQUES SUITED FOR PAINT AND SUBSTRATE INDICATED.
2. PAINT SURFACES BEHIND MOVABLE ITEMS SAME AS SIMILAR EXPOSED SURFACES. BEFORE FINAL INSTALLATION, PAINT SURFACES BEHIND
PERMANENTLY FIXED ITEMS WITH PRIME COAT ONLY.
3. PAINT FRONT AND BACKSIDES OF ACCESS PANELS, REMOVABLE OR HINGED COVERS, AND SIMILAR HINGED ITEMS TO MATCH EXPOSED SURFACES.
4. PAINT BOTH SIDES AND EDGES OF EXTERIOR DOORS AND ENTIRE EXPOSED SURFACE OF EXTERIOR DOOR FRAMES.
5. PAINT ENTIRE EXPOSED SURFACE OF WOOD OR METAL WINDOW FRAMES AND SASHES.
6. DO NOT PAINT OVER LABELS OF INDEPENDENT TESTING AGENCIES OR EQUIPMENT NAME, IDENTIFICATION, PERFORMANCE RATING, OR NOMENCLATURE
PLATES.
7. PRIMERS SPECIFIED IN PAINTING SCHEDULES MAY BE OMITTED ON ITEMS THAT ARE FACTORY PRIMED OR FACTORY FINISHED IF ACCEPTABLE TO
TOPCOAT MANUFACTURERS.
B. TINT UNDERCOATS SAME COLOR AS TOPCOAT, BUT TINT EACH UNDERCOAT A LIGHTER SHADE TO FACILITATE IDENTIFICATION OF EACH COAT IF MULTIPLE
COATS OF SAME MATERIAL ARE TO BE APPLIED. PROVIDE SUFFICIENT DIFFERENCE IN SHADE OF UNDERCOATS TO DISTINGUISH EACH SEPARATE COAT.
C. IF UNDERCOATS OR OTHER CONDITIONS SHOW THROUGH TOPCOAT, APPLY ADDITIONAL COATS UNTIL CURED FILM HAS A UNIFORM PAINT FINISH, COLOR, AND
APPEARANCE.
D. APPLY PAINTS TO PRODUCE SURFACE FILMS WITHOUT CLOUDINESS, SPOTTING, HOLIDAYS, LAPS, BRUSH MARKS, ROLLER TRACKING, RUNS, SAGS, ROPINESS,
OR OTHER SURFACE IMPERFECTIONS. CUT IN SHARP LINES AND COLOR BREAKS.
3.04 FIELD QUALITY CONTROL
A. DRY FILM THICKNESS TESTING: OWNER MAY ENGAGE THE SERVICES OF A QUALIFIED TESTING AND INSPECTING AGENCY TO INSPECT AND TEST PAINT FOR
DRY FILM THICKNESS.
1. CONTRACTOR SHALL TOUCH UP AND RESTORE PAINTED SURFACES DAMAGED BY TESTING.
2. IF TEST RESULTS SHOW THAT DRY FILM THICKNESS OF APPLIED PAINT DOES NOT COMPLY WITH PAINT MANUFACTURER'S WRITTEN
RECOMMENDATIONS, CONTRACTOR SHALL PAY FOR TESTING AND APPLY ADDITIONAL COATS AS NEEDED TO PROVIDE DRY FILM THICKNESS THAT COMPLIES
WITH PAINT MANUFACTURER'S WRITTEN RECOMMENDATIONS.
3.05 CLEANING AND PROTECTION
A. AT THE END OF EACH WORKDAY, REMOVE RUBBISH, EMPTY CANS, RAGS, AND OTHER DISCARDED MATERIALS FROM PROJECT SITE.
B. AFTER COMPLETING PAINT APPLICATION, CLEAN SPATTERED SURFACES. REMOVE SPATTERED PAINT BY WASHING, SCRAPING, OR OTHER METHODS. DO NOT
SCRATCH OR DAMAGE ADJACENT FINISHED SURFACES.
C. PROTECT WORK OF OTHER TRADES AGAINST DAMAGE FROM PAINT APPLICATION. CORRECT DAMAGE TO WORK OF OTHER TRADES BY CLEANING, REPAIRING,
REPLACING, AND REFINISHING, AND LEAVE IN AN UNDAMAGED CONDITION.
D. AT COMPLETION OF CONSTRUCTION ACTIVITIES OF OTHER TRADES, TOUCH UP AND RESTORE DAMAGED OR DEFACED PAINTED SURFACES.
3.06 EXTERIOR PAINT SCHEDULE
A. EXTERIOR PORTLAND CEMENT PLASTER:
PROVIDE THE FOLLOWING FINISH SYSTEMS OVER EXTERIOR PLASTER SUBSTRATES:
1ST COAT: HIGH-PERFORMANCE ACRYLIC PRIMER.
1) DUNN-EDWARDS: ESPR00 EFF-STOP PREMIUM STUCCO PRIMER.
2) BENJAMIN MOORE: SUPER SPEC INTERIOR/EXTERIOR ACRYLIC HIGH BUILD PRIMER N068.
3) SHERWIN-WILLIAMS: S-W LOXON CONCRETE & MASONRY PRIMER SEALER A24W8300.
4) VISTA: 4600 UNIPRIME II ACRYLIC PRIMER.
2ND COAT AND 3RD COATS: FLAT ACRYLIC-LATEX PAINT FOR EXTERIOR APPLICATION.
1) DUNN-EDWARDS: EVSH10 EVERSHIELD VOC FLAT.
2) BENJAMIN MOORE: REGAL SELECT EXTERIOR HIGH-BUILD FLAT FINISH N400.
3) SHERWIN-WILLIAMS: S-W A-100 EXTERIOR LATEX FLAT A6 SERIES.
4) VISTA: 2800 ACRIGLO 100% ACRYLIC FLAT FINISH.
B. CONCRETE UNIT MASONRY (SMOOTH):
PROVIDE THE FOLLOWING FINISH SYSTEMS OVER EXTERIOR SMOOTH CONCRETE UNIT MASONRY SUBSTRATES:
1ST COAT: HIGH-PERFORMANCE ACRYLIC BLOCK FILLER.
1) DUNN-EDWARDS: SBPR00 BLOCFIL PREMIUM SMOOTH BLOCK FILLER.
2) BENJAMIN MOORE: SUPER SPEC MASONRY INTERIOR/EXTERIOR HI-BUILD BLOCK FILLER 206.
3) SHERWIN-WILLIAMS: S-W PREPRITE BLOCK FILLER B25W25 .
4) VISTA: 040 BLOCK KOTE ACRYLIC BLOCK FILLER.
2ND AND 3RD COATS: FLAT ACRYLIC-LATEX PAINT FOR EXTERIOR APPLICATION.
1) DUNN-EDWARDS: EVSH10 EVERSHIELD VOC FLAT.
2) BENJAMIN MOORE: REGAL SELECT EXTERIOR HIGH-BUILD FLAT FINISH N400.
3) SHERWIN-WILLIAMS: S-W A-100 EXTERIOR LATEX FLAT A6 SERIES.
4) VISTA: 2800 ACRIGLO 100% ACRYLIC FLAT FINISH.
C. CONCRETE UNIT MASONRY (TEXTURED):
PROVIDE THE FOLLOWING FINISH SYSTEMS OVER EXTERIOR TEXTURED CONCRETE UNIT MASONRY SUBSTRATES:
1ST COAT: HIGH-PERFORMANCE ACRYLIC BLOCK PRIMER.
1) DUNN-EDWARDS: ESPR00 EFF-STOP PREMIUM MASONRY PRIMER.
2) BENJAMIN MOORE: SUPER SPEC INTERIOR/EXTERIOR ACRYLIC HIGH BUILD PRIMER N068.
3) SHERWIN-WILLIAMS: LOXON CONCRETE & MASONRY PRIMER SEALER A24W8300.
4) VISTA: 4600 UNIPRIME II ACRYLIC PRIMER.
2ND AND 3RD COATS: FLAT ACRYLIC-LATEX PAINT FOR EXTERIOR APPLICATION.
1) DUNN-EDWARDS: EVSH10 EVERSHIELD ACRYLIC FLAT.
2) BENJAMIN MOORE: REGAL SELECT EXTERIOR HIGH-BUILD FLAT FINISH N400.
3) SHERWIN-WILLIAMS: S-W A-100 EXTERIOR LATEX FLAT A6 SERIES.
4) VISTA: 2800 ACRIGLO 100% ACRYLIC FLAT FINISH.
D. CONCRETE UNIT MASONRY (INTEGRAL COLOR):
PROVIDE THE FOLLOWING FINISH SYSTEMS OVER EXTERIOR INTEGRAL COLOR CONCRETE UNIT MASONRY SUBSTRATES:
HIGH-PERFORMANCE WATER REPELLANT (10-YEAR MANUFACTURER WARRANTEE):
1) RAINGUARD: MICRO-SEAL SILANE/SILOXANE PENETRATING WATER REPELLENT.
2) PROSOCO: WEATHER SEAL SILOXANE WB CONCENTRATE.
3) SHERWIN-WILLIAMS: S-W LOXON 7% SILOXANE WATER REPELLENT A10T7.
4) MONOCHEM: MONOPOLE ME7 SILOXANE WATER REPELLENT.
E. WOOD:
PROVIDE THE FOLLOWING PAINT FINISH SYSTEMS OVER NEW EXTERIOR WOOD SUBSTRATES:
1ST COAT: ACRYLIC-LATEX-BASED EXTERIOR WOOD PRIMER.
1) DUNN-EDWARDS: EZPR00 EZ-PRIME PREMIUM EXTERIOR WOOD PRIMER.
2) BENJAMIN MOORE: FRESH START HIGH-HIDING ALL PURPOSE PRIMER 046.
3) SHERWIN-WILLIAMS: S-W EXTERIOR LATEX WOOD PRIMER B42W8041.
4) VISTA: 4200 TERMINATOR II ACRYLIC EPOXY PRIMER/STAIN BLOCKER.
2ND AND 3RD COATS: SEMI-GLOSS BLOCK-RESISTANT ACRYLIC-LATEX ENAMEL FOR INTERIOR APPLICATION.
1) DUNN-EDWARDS: EVSH50 EVERSHIELD ACRYLIC SEMI-GLOSS.
2) BENJAMIN MOORE: ULTRA SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL HP29.
3) SHERWIN-WILLIAMS: S-W SOLO 100% ACRYLIC INTERIOR/EXTERIOR SEMI-GLOSS A76 SERIES.
4) VISTA: 7000 ACRIGLO 100% ACRYLIC SEMI-GLOSS ENAMEL.
F. STEEL:
PROVIDE THE FOLLOWING FINISH SYSTEMS OVER EXTERIOR STEEL SUBSTRATES. PRIMER IS NOT REQUIRED ON SHOP-PRIMED ITEMS.
1ST COAT: RUST-INHIBITIVE METAL PRIMER FOR EXTERIOR APPLICATION.
1) DUNN-EDWARDS: BRPR00 BLOC-RUST PREMIUM RUST PREVENTATIVE METAL PRIMER.
2) BENJAMIN MOORE: ULTRA SPEC HP ACRYLIC METAL PRIMER HP04.
3) SHERWIN-WILLIAMS: S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-310 SERIES.
4) VISTA: 9600 PROTEC ALKYD EMULSION ZERO VOC METAL PRIME.
2ND AND 3RD COATS: SEMI-GLOSS WATERBORNE ACRYLIC ENAMEL FOR EXTERIOR APPLICATION.
1) DUNN-EDWARDS: EVSH50 EVERSHIELD ACRYLIC SEMI-GLOSS.
2) BENJAMIN MOORE: ULTRA SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL HP29.
3) SHERWIN-WILLIAMS: S-W SOLO 100% ACRYLIC INTERIOR/EXTERIOR SEMI-GLOSS A76 SERIES.
4) VISTA: 7000 ACRIGLO 100% ACRYLIC SEMI-GLOSS.
G. GALVANIZED METAL:
PROVIDE THE FOLLOWING FINISH SYSTEMS OVER EXTERIOR GALVANIZED-METAL SUBSTRATES:
1ST COAT: GALVANIZED METAL PRIMER FOR EXTERIOR APPLICATION.
1) DUNN-EDWARDS: UGPR00 ULTRA-GRIP PREMIUM ACRYLIC MULTI-PURPOSE PRIMER.
2) BENJAMIN MOORE: ULTRA SPEC HP ACRYLIC METAL PRIMER HP04.
3) SHERWIN-WILLIAMS: S-W PRO INDUSTRIAL PRO-CRYL UNIVERSAL PRIMER, B66-310 SERIES.
4) VISTA: 4800 METAL PRO ACRYLIC PRIMER.
2ND AND 3RD COATS: SEMI-GLOSS WATERBORNE ACRYLIC ENAMEL FOR EXTERIOR APPLICATION.
1) DUNN-EDWARDS: EVSH50 EVERSHIELD ACRYLIC SEMI-GLOSS.
2) BENJAMIN MOORE: ULTRA SPEC HP ACRYLIC DTM SEMI-GLOSS ENAMEL HP29.
3) SHERWIN-WILLIAMS: S-W SOLO 100% ACRYLIC INTERIOR/EXTERIOR SEMI-GLOSS A76 SERIES.
4) VISTA: 7000 ACRIGLO 100% ACRYLIC SEMI-GLOSS.
3.07 INTERIOR PAINT SCHEDULE
A. GYPSUM BOARD:
PROVIDE THE FOLLOWING LOW ODOR/ZERO VOC FINISH SYSTEMS OVER INTERIOR GYPSUM BOARD SURFACES:
1ST COAT: LATEX-BASED PRIMER FOR INTERIOR APPLICATION.
1) DUNN-EDWARDS: UGSL00 ULTRA GRIP SELECT MULTI-SURFACE PRIMER.
2) BENJAMIN MOORE: ULTRA SPEC 500 INTERIOR LATEX PRIMER N534.
3) VISTA: 5001 V-PRO 5000 ZERO VOC PRIMER.
2ND AND 3RD COATS: FLAT BLOCK-RESISTANT ACRYLIC-LATEX ENAMEL FOR INTERIOR APPLICATION.
1) DUNN-EDWARDS: EVER10 EVEREST LOW ODOR/ZERO VOC FLAT.
2) BENJAMIN MOORE: ULTRA SPEC 500 INTERIOR LATEX FLAT N536.
3) VISTA: 5100 V-PRO 5000 FLAT.
B. WOOD:
PROVIDE THE FOLLOWING LOW ODOR/ZERO VOC FINISH SYSTEMS OVER NEW INTERIOR WOOD SUBSTRATES:
1ST COAT: ACRYLIC-LATEX-BASED INTERIOR WOOD PRIMER.
1) DUNN-EDWARDS: UGSL00 ULTRA GRIP SELECT MULTI-SURFACE PRIMER.
2) BENJAMIN MOORE: FRESH START MULTI-PURPOSE PRIMER N023.
3) VISTA: 4200 TERMINATOR II PRIMER.
2ND AND 3RD COATS: SEMI-GLOSS BLOCK-RESISTANT ACRYLIC-LATEX ENAMEL FOR INTERIOR APPLICATION.
1) DUNN-EDWARDS: EVER50 EVEREST 100 PERCENT ACRYLIC SEMI-GLOSS.
2) BENJAMIN MOORE: ULTRA SPEC 500 INTERIOR LATEX SEMI-GLOSS N540.
3) VISTA: 5400 V-PRO 5000 SEMI-GLOSS.
C. CONCRETE UNIT MASONRY:
PROVIDE THE FOLLOWING LOW ODOR/ZERO VOC FINISH SYSTEMS OVER SMOOTH CONCRETE UNIT MASONRY SUBSTRATES:
1ST COAT: ACRYLIC-LATEX-BASED INTERIOR BLOCK PRIMER.
1) DUNN-EDWARDS: UGSL00 ULTRA GRIP SELECT ACRYLIC MULTI-SURFACE PRIMER.
2) BENJAMIN MOORE: SUPER SPEC MASONRY INTERIOR/EXTERIOR ACRYLIC BLOCK FILLER 206.
3) VISTA: 040 BLOCK KOTE ACRYLIC BLOCK FILLER.
2ND AND 3RD COATS: FLAT ACRYLIC-LATEX PAINT FOR INTERIOR APPLICATION.
1) DUNN-EDWARDS: EVSH10 EVERSHIELD VOC FLAT.
2) BENJAMIN MOORE: ULTRA SPEC 500 INTERIOR LATEX FLAT N536.
3) VISTA: 5100 V-PRO 5000 FLAT.
D. STEEL:
PROVIDE THE FOLLOWING LOW ODOR/ZERO VOC FINISH SYSTEMS OVER INTERIOR STEEL SUBSTRATES:
1ST COAT: QUICK-DRYING RUST-INHIBITIVE LATEX-BASED METAL PRIMER.
1) DUNN-EDWARDS: UGPR00 ULTRA GRIP PREMIUM ACRYLIC MULTI-SURFACE PRIMER.
2) BENJAMIN MOORE: SUPER SPEC HP ACRYLIC METAL PRIMER P04.
3) VISTA: 9600 PROTEC ALKYD EMULSION ZERO VOC METAL PRIMER.
2ND AND 3RD COATS: SEMI-GLOSS BLOCK-RESISTANT ACRYLIC-LATEX ENAMEL FOR INTERIOR APPLICATION.
1) DUNN-EDWARDS: EVER50 EVEREST 100 PERCENT ACRYLIC SEMI-GLOSS.
2) BENJAMIN MOORE: ULTRA SPEC 500 INTERIOR LATEX SEMI-GLOSS N540.
3) VISTA: 5400 V-PRO 5000 SEMI-GLOSS.
E. GALVANIZED METAL:
PROVIDE THE FOLLOWING LOW ODOR/ZERO VOC FINISH SYSTEMS OVER INTERIOR GALVANIZED-METAL SUBSTRATES:
1ST COAT: ACRYLIC LATEX-BASED GALVANIZED METAL PRIMER.
1) DUNN-EDWARDS: UGPR00 ULTRA GRIP PREMIUM ACRYLIC MULTI-SURFACE PRIMER.
2) BENJAMIN MOORE: SUPER SPEC HP ACRYLIC METAL PRIMER P04.
3) VISTA: 4800 METAL PRO PRIMER.
2ND AND 3RD COATS: SEMI-GLOSS BLOCK-RESISTANT ACRYLIC-LATEX ENAMEL FOR INTERIOR APPLICATION.
1) DUNN-EDWARDS: EVER50 EVEREST 100 PERCENT ACRYLIC SEMI-GLOSS.
2) BENJAMIN MOORE: ULTRA SPEC 500 INTERIOR LATEX SEMI-GLOSS N540.
3) VISTA: 5400 V-PRO 5000 SEMI-GLOSS.
END OF SECTION
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
1WALL SECTION 3/4" =1'-0"
(E) +8'-0"
B.O. ENTRY POP-OUT SOFFIT
±0'-0"
MALL FLOOR FINISH
(E) +16'-0"
MALL COMMON CEILING
MARKETING OFFICE MALL COMMON
AREA
5'
-
6
"
1'
-
2
"
1'
-
4
"
(E
)
8
'
-
0
"
V.
I
.
F
.
(E) ENTRY POP-OUT FINISH
TO REMAIN. PATCH AND
REPAIR IF NEEDED. CLEAN
TO LOOK "NEW"
(N) ENTRY POP-OUT FINISH TO
MATCH ADJACENT FINISH,
COLOR: DARK GRAY
(E) MALL WALL FINISH,
PATCH AND REPAIR
AFFECTED BY DEMO.
(E) WALL
TO REMAIN
DEMO (E) OVERHANG
CANOPY, BEYOND.
DEMO (E) CEILING
SOFFIT.
(N) ENTRY POP-OUT FINISH TO
MATCH ADJACENT FINISH
(N) 5/8" GYP. BD OVER (E)
METAL STUD @ 16" O.C.
(V.I.F.)
(N) STOREFRONT DOOR,
SEE DOOR SCHEDULE
(N) FLOOR TILE FINISH.
BEDROSIANS: AREA 51
(24" X 24") CLAY MATTE
STAGGERED PATTERN
MALL (E) FLOOR FINISH (N.A.P.)TENANT (N) FLOOR FINISH
LINE OF (E) ENTRY
POP-OUT FINISH TO
REMAIN.LINE OF (E) WALL FINISH,
BEYOND
5"101
2"
V.I.F.
9WALL SECTION 3/4" =1'-0"
(E) +8'-0"
B.O. ENTRY POP-OUT SOFFIT
±0'-0"
MALL FLOOR FINISH
(E) +16'-0"
MALL COMMON CEILING
T.O. CEILING
+10'-0"
MARKETING OFFICE MALL COMMON
AREA
(E
)
6
'
-
7
"
V.
I
.
F
.
(E) MALL WALL FINISH,
PATCH AND REPAIR AREA
AFFECTED BY DEMO.
(E) WALL
TO REMAIN
DEMO (E) OVERHANG
CANOPY
DEMO (E) CEILING SOFFIT.
PROTECT (E) STOREFRONT
WINDOW TO REMAIN.
(N) FLOOR TILE FINISH.
BEDROSIANS: AREA 51
(24" X 24") CLAY MATTE
STAGGERED PATTERN
MALL (E) FLOOR FINISH (N.A.P.)TENANT (N) FLOOR FINISH
LINE OF (E) ENTRY
POP-OUT FINISH BEHIND
LINE OF (E) WALL FINISH,
BEYOND
(E) MALL WALL FINISH
TO REMAIN
NOTE:
G.C. TO VERIFY IN FIELD THE ACTUAL
DIMENSION AND CONDITIONS OF ALL
EXISTING.
REMOVE (E) FLATFORM
9'
-
5
"
A601
9A
(E) B.O. MALL ROOF
DECK
NOTE:
G.C. TO VERIFY IN FIELD THE ACTUAL
DIMENSION AND CONDITIONS OF ALL
EXISTING.
(E) B.O. MALL ROOF
DECK
WOOD JOISTS METAL DECK/CONC. FILL OPEN WEB STEEL JOISTS
(AT 8'-0"MAX.)
WOOD JOISTS METAL DECK/CONC. FILL OPEN WEB STEEL JOISTS
(AT 8'-0" MAX.)
FULL HEIGHT PARTITION
PARTIAL HEIGHT PARTITION
NOTE:1. SEE TABLES A AND B WITHIN DETAIL 14/- FOR STUD AND DIAGONAL BRACE SIZE.
2. CONNECTION DETAILS ARE NOT APPLICABLE TO FIRE RATED PARTITIONS.
NOTE:1. SEE TABLES A AND B AT DETAIL 14 FOR STUD SIZE.
2. CONNECTION DETAILS ARE NOT APPLICABLE TO FIRE RATED PARTITIONS.
21
1
3
H H H H H H
3 3
4 5 6 5
3 3 3
L L L
14
'
-
6
"
M
A
X
.
14
'
-
6
"
M
A
X
.
14
'
-
6
"
M
A
X
.
8
10
9
11711
4
10 10
9
SLIP
TRACK
SLIP
TRACK
SLIP
TRACK
13
METAL DECK/INSUL BD.
H H
3
12 13
SLIP
TRACK
13
CONC.INSUL.
13
METAL DECK/INSUL. BD.
3
L
14
'
-
6
"
M
A
X
.
12
10
8' MAX.
4TYPICAL INTERIOR NON-BEARING PARTITION DETAILS SCALE: NOT TO SCALE
NOTES:
1.(2) - #12 WD. SCREWS AT 24" O.C. MAX., SPACED 2" APART.
2.2x BLK'G. AT 24" O.C. WITH HANGER EA. END, FACE NAIL
TYP.
3.(1) - 0.138" DIA. HILTI X-C (ICC-ESR #1752) WITH 1-1/4"
EMBED. AT 16" O.C.
4.3" x 9" x 20 GA. STL. STRAPS AT 24" O.C. WITH (1) - 0.138"
DIA. HILTI X-C (ICC-ESR #1752) WITH 1-1/4" EMBED., IN (2)
FLUTES MIN.
5.(2) - 0.138" DIA. HILTI X-C (ICC-ESR #1752) WITH 1-1/4"
EMBED. AT 24" O.C. MAX.
6.362S137-54 BLK'G AT 24" O.C. (8'-0" MAX. SPAN) WITH (2) -
0.138" DIA. HILTI X-C (ICC-ESR #1752) EA. END, SPACED 3"
APART.
7.SAME AS 6, AT 4'-0" O.C. MAX.
8.2x WD. BLK'G AT 4'-0" O.C. (STAGG.) WITH HANGER EA. END,
FACE NAIL TYP.
9.(3) - #12 x 2" WD. SCREWS AT EA. BRACE, SPACED 2"
APART.
10.DIAG. BRACE AT 4'-0" O.C. STAGG. IN EA. DIRECTION (SEE
TABLE B), CUT FLANGE AND BEND WEB EA. END, WITH (3) -
#12 S.M.S. AT EA. END TYP.
11.(3) - 0.138" DIA. HILTI X-C (ICC-ESR #1752), EA. BRACE,
SPACED 3" APART.
12.3" x 9" x 20 GA. STL. STRAPS AT 24" O.C. WITH (1) - #10
S.M.S. EA. IN (2) FLUTES MIN.
13.(2) - #10 S.M.S. AT 24" O.C. THRU TRACK.
NOTES:
1.ALL WOOD STUDS SHALL BE MIN. DOUGLAS FIR-LARCH STUD GRADE.
2.BOTTOM TRACK AND TOP SLIP TRACK SHALL MATCH THE METAL STUD GAGE (20 GA. MIN. TYP.,
U.N.O.).
3.METAL STUDS: PER ICC ESR 4205, ASTM C754. MAX. HGT. ('H') BASED ON "COMPOSITE FRAMING"
(GYP. BD. FULL HGT., BOTH SIDES, OR FLANGE BRACING), 10#/SF LIVE LOAD, AND L/120
DEFLECTION, U.N.O.
(2) #12 S.M.S. AT
12" O.C.
DETAIL B
TABLE A - VERT. STUDS (NON-BEARING)
WOOD STUDS
MAX. HEIGHT (H) MIN. STUD SIZE
14'-0"2x4 AT 16" O.C.
21'-0"2x6 AT 16" O.C.
METAL STUDS
MAX.HEIGHT (H) MIN. STUD SIZE
16'-5"362S125-30 AT 16" O.C.
17'-5"400S125-30 AT 16" O.C.
21'-7"550S125-30 AT 16" O.C.
21'-8"600S125-30 AT 16" O.C.
TABLE B - DIAGONAL BRACES
MAX. LGT. (L) MIN. STUD SIZE
8'-0"362S or 400S125-30
8'-8"600S125-30
11'-5"PR. 400S125-30 (DET. B)
12'-3"PR. 600s125-30 (DET. B)
DISCLAIMER:
BY USING THESE GENERAL DESIGN
GUIDELINES, CONTRACTOR ACCEPTS
FULL RESPONSIBILITY. PROVIDE
COMPLETE DESIGN CALCULATIONS AND
DETAILS FOR ANY CONDITIONS NOT
SHOWN, WET STAMPED AND SIGNED BY
A CALIFORNIA LICENSED STRUCT'L
ENGINEERING.
12TYPICAL STUD SIZES SCALE: NOT TO SCALE
YY
A601
9B
A401
16
(N) 5/8" GYP. BD OVER (E)
METAL STUD @ 16" O.C.
(V.I.F.)
CONFERENCE
ROOM
OPEN
OFFICES
(E) B.O. MALL
ROOF DECK
T.O. CEILING
+10'-0"
NEW CEILING (ACT).
ROCKFON ALASKA
SEMI-CONCEALED
SEE RCP PLAN
A601
15
A601
17 NEW CEILING (ACT).
ROCKFON ALASKA
SEMI-CONCEALED
SEE RCP PLAN
3 5/8" X 20 GA. @
16" O.C. DIAGONAL
BRACING
NEW 5/8" FRAMELESS
STOREFRONT SYSTEM
-
17B
-
17C
NEW CEILING (ACT).
ROCKFON ALASKA
SEMI-CONCEALED
SEE RCP PLAN
T.O. CEILING
+10'-0"
13WALL SECTION 3/4" =1'-0"
NEW 3 5/8" X 20 GA.
@ 16" O.C.
A401
16
(UNDER DEFERRED SUBMITTAL)
3"x3"x4"LG. x 20 GA. STL. CLIP 'L' WITH
(2)-#10 S.M.S. EA. AT TRACK AND BRACES
TYP. (+/- 800# SHEAR).
MTL. STUD DIAG. BRACES AT
4'-0" O.C. MAX., STAGGERED TYP.
SEE DET. 18/TABLE B.
14
'
-
6
"
M
A
X
.
VE
R
I
F
Y
H
G
T
.
I
N
F
I
E
L
D
5/8" GYP BD. FULL HEIGHT
WHERE OCCURS, TYP.
SEE PLAN FOR STUD SIZE/GA.
14'-6" MAX. HGT. LIMITED BY TOP
CONNECTION LOADING!
12" MIN.
BEARING
362T-162-33 BASE TRACK WITH SHOT PINS
AT 16" O.C. MAX TYP., 'HILTI' X-C (OR EQ.).,
1-1/4" EMBED., (240# SHEAR). ICC ESR 1752.
EXISTING CONC. SLAB
3-1/2" MINERAL WOOL SOUND BATT
(WHERE OCCURS, SEE PLAN) FULL HGT.
TYP., STC 49 ASM'BLY, RIVERBANK
ACOUSTIC LAB
(R.A.L.) TL-90-166
SUSP'D ACOUT. CL'G SYSTEM
WITH SOUND BATT INSUL. OVER
(WHERE OCCURS). SEE CL'G PLAN.
A401
16
6"
DIAG
.
B
R
A
C
E
MA
X
.
L
G
T
.
=
'
L
'
4'-0"
MAX.
4'-0"
MAX.
4'
-
0
"
MA
X
.
4'
-
0
"
MA
X
.
ST
L
.
P
U
R
L
I
N
S
D. TYP. BRACING PLAN VIEW
1/8" = 1'-0"
MAX. LGT. = 'L'
CORNER BRACE WITH (2)-#10
S.M.S. EA. END TYP.
KICKER WITH SHOT
PINS TYP.
17INTERIOR PARTITION (NON-RATED)1" = 1'-0"
3" x 9" x 20 GA. STL. STRAPS AT 24"
O.C. WITH (1) - #10 S.M.S. EA. IN (2)
FLUTES MIN.
B. PARTITION PARALLEL TO DECKING
(E) METAL DECK
BEND 2" LEG WITH (1) 1/4" DIA. EXP.
ANCHOR, 'HILTI' KB-TZ2 (OR EQ.)., 1-3/4"
EMBED., (942# SHEAR EA.). ICC ESR 4266.
1
1
C. DIAGONAL KICKER BRACE
A301
WALL SECTIONS AND
PARTITION DETAILS
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
PC1
PC2
PC3
PC2
PC3
PC3
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
NOTES:
DRAIN AND HOT PIPES UNDER LAVATORIES
SHALL BE INSULATED TO PREVENT A PERSON
WITHOUT SENSATION IN A WHEELCHAIR FROM
BEING BURNED. USE 'TRUEBRO' HANDI-LAV
GUARD INSULATION KIT.
PROVIDE "INSTA-HOT" DEMAND-TYPE WATER
HEATER FOR LAVATORY.
SEE PLUMB. AND ELECT. DWGS. FOR EXACT
LOCATION.
FLOORING:
BEDROSIANS - AREA 51 (24" X 24")
CLAY MATTE STAGGERED PATTERN
5TOILET ROOM ELEVATIONS 1/4" = 1'-0"
WOMENMEN
SIGNAGE GENERAL NOTES:
1.ROOM SIGN SHALL BE TEXT, BRAILLE CHARACTERS, AND PICTORIAL SYMBOLS
(PICTOGRAMS). LETTERS AND NUMERALS SHALL BE RAISED 1/32" (O.08MM) UPPER
CASE SANS-SERIF, AND 5/8" MIN. TO 2" MAX. HG. (BASED ON HGT. OF UPPERCASE 'I').
STROKE OF UPPERCASE 'I' SHALL BE 15% MAX. OF THE CHARACTER HGT.
2.BRAILLE SHALL BE CONTRACTED (GRADE 2).
3.THE TEXT, BRAILLE, AND PICTOGRAMS SHALL CONTRAST WITH THEIR BACKGROUND.
ALL SIGN SURFACES SHALL HAVE A NON-GLARE FINISH.
4.ROOM SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF
THE DOOR TYP. ROOM SIGNS SHALL CONTRAST WITH THE WALL FIN. (BACKGROUND).
I.D. SIGNAGE ON LATCH SIDE OF
DOOR SHALL BE 48" MIN. AT LOWEST
BRAILLE CELLS, AND 60" MAX. AT
HIGHEST LINE OF RAISED
CHARACTERS. WHERE THERE IS NO
WALL SPACE ON THE LATCH SIDE,
INCLUDING DOUBLE LEAF DOORS,
SIGNS SHALL BE PLACED ON THE
NEAREST ADJACENT WALL,
PREFERABLY ON THE RIGHT.CORRESPONDING
GRADE II BRAILLE
1/4" THICK ACRYLIC PLASTIC. IMAGE
AND LETTERS SHALL BE ENGRAVED
(MIN. 1/32" DIST.) INTO PLAQUE
SURFACE.
SUB-SURFACE IMAGES SHALL BE
CENTERED ON PLAQUE.
DOOR SYMBOL, CENTERED AS
SHOWN. THE SYMBOL SHALL
CONTRAST WITH THE DOOR FIN.
(BACKGROUND).
3'
-
0
"
58
"
M
I
N
.
T
O
6
0
"
M
A
X
.
EQ.EQ.
ROOM SIGNS
DOOR SYMBOLS
12"
S
I
D
E
S
12
"
D
I
A
.
12
"
D
I
A
.
MEN WOMEN ALL GENDER
4TOILET SIGNAGE N.T.S.
6"
M
I
N
.
60
"
M
A
X
.
48
"
M
I
N
.
9"
7"-9"
33
"
M
I
N
.
36
"
M
A
X
.
33
"
M
I
N
.
36
"
M
A
X
.
24"
MIN.
ELEVATION ELEVATION
1'
-
7
"
MI
N
.
DEMAND-TYPE WATER HEATER
(SEE PLUMB. AND ELECT.)
A B
1
2
59
3
3
9
2
1
4
8
6
5
30
"
12"
MIN.
24"LC
17"-18"
SCHLUTER DILEX-AHKA BASE
BEDOSIANS MARIN 2.5" X 10"
TILES. PEARL WHITE GLOSS,
VERTICAL STACKED PATTERM
5'
-
0
"
TI
L
E
2'
-
1
0
"
8'
-
0
"
T
Y
P
.
PRIME AND PAINT WALLS
& CEILING, (2) COATS OF
SEMI-GLOSS ENAMEL,
COLOR: IGLOO DEW379
IDENTIFICATION SYMBOL ON
OUTSIDE OF DOOR TYP.
SEE DETAIL 4/-
58
"
M
I
N
.
T
O
6
0
"
M
A
X
.
TYP.
ELEVATION ELEVATION
40
"
M
A
X
.
--
8
--
6A
TYP.
DC
8
6
4
7
40
"
M
I
N
.
4'-
0
"
M
A
X
.
5'
-
0
"
TI
L
E
8'
-
0
"
T.
O
.
C
E
I
L
I
N
G
BEDOSIANS MARIN 2.5" X 10"
TILES. PEARL WHITE GLOSS,
VERTICAL STACKED PATTERM
12
3'-0"
SINGLE ACCOMMODATION TOILET ROOM GENERAL NOTES
1.EACH TOILET ROOM ENTRY DOOR SHALL HAVE A PRIVACY LATCH.
2.WALLS SHALL BE SMOOTH, HARD, AND NON-ABSORBENT TO 48" IN HEIGHT, AND NOT
ADVERSELY AFFECTED BY MOISTURE ALL AROUND TYP.
3.FLOOR SURFACES SHALL BE SMOOTH, HARD, AND NON-ABSORBENT, EXTENDING UPWARD A
MIN. OF 6" ONTO WALLS ALL AROUND TYP.
4.FLUSH HANDLE SHALL BE ON WIDE SIDE OF FIXTURE WITH NO MORE THAN 5 LBS MAX. TO
OPERATE.
5.INTERIOR DIMENSIONS SHALL INCLUDE A CLEAR FLOOR SPACE OF AT LEAST 60" IN DIA. OR A
T-SHAPED CLEAR SPACE. DOOR MAY ENCROACH INTO THIS REQUIRED CLEAR SPACE BY 12"
MAX.
6.GRAB BARS SHALL BE MOUNTED AT +33" A.F.F. MAX. TYP. (36" MAX. AT REAR ONLY TO CLEAR
TANK TYPE TOILETS). MINIMAL GRAB BAR STRUCTURAL STRENGTH SHALL SUPPORT A 250
LB. POINT LOAD. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
7.TOILET PAPER DISPENSER SHALL BE MOUNTED AT +19" A.F.F. TO BOTTOM OF ROLL, AND
SHALL ALLOW CONTINUOUS PAPER FLOW (DOES NOT CONTROL DELIVERY).
8.INSULATE ALL LAVATORY & HAND SINK EXPOSED DRAINS AND HOT WATER PIPING BELOW
FIXTURES.
9.PROVIDE WALL BUMPERS/STOPS AT ALL POINTS OF DOOR IMPACT.
10.PLUMBING FIXTURES SHALL MEET THE FOLLOWING STANDARDS:
WATER CLOSET AT 1.28 GALLONS PER FLUSH MAXIMUM. LAVATORY FAUCETS AT 0.5 GPM
MAX. METERING FAUCET SHALL REMAIN OPEN FOR 10 SECONDS MIN.
11.PROVIDE "INSTA-HOT" DEMAND HOT WATER FOR LAVATORY. SEE PLUMB. AND ELECT. DWGS.
FOR EXACT LOCATION.
1ENLARGED ALL-GENDER TOILET PLAN 1/2" = 1'-0"
36" LG. GRAB BAR, +33" MAX. A.F.F. TYP., +36" TO CLR. TANK TOILET (PROVIDE BLK'G,
SEE DETAIL 7), BY: POTTERY BARN - LINDEN GRAB BAR, FINISH: TUMBLED BRASS
COAT HOOK, +40"MIN. TO 48"MAX. A.F.F. TO TOP, AND CENTERED ON DOOR,
BY: POTTERY BARN - LINDEN HOOK, FINISH: TUMBLED BRASS
PAPER TOWEL DISPENSER, SURFACE MOUNTED, +40" MAX. A.F.F TO OPERABLE PART
OF FIXTURE, BY: SPLASH BOX TSL.735.BR FINISH: BRASS
TOILET SEAT COVER DISPENSER, SURFACE MOUNTED, +30" A.F.F. TO TOP
BY: SPLASH BOX TSL.855.CP FINISH: COPPER
ALUMINUM TRANSITION STRIP TYP.
1
2
3
4
5
6
7
8
9
SUBMIT SHOP DW'GS FOR ALL
TOILET ROOM ACCESSORIES
1'
-
9
"
17
"
M
I
N
.
18
"
M
A
X
.
5'
-
0
"
M
I
N
.
CL
E
A
R
F
L
O
O
R
S
P
A
C
E
CL
CL
6" MIN.
9" MAX.
1"
CLR.
2'
-
0
"
1'-0"
MAX.
30X48
4'-8" MIN.
CLEAR FLOOR SPACE
60
"
60"
(E
)
8
'
-
1
0
"
(E) 6'-10"
2'-0" MIN.
4'-0" MIN.
MANEUVER SPAVE
60" DIA. SPACE
(N.T.S.)
3SINGLE TOILET GENERAL NOTES NO SCALE
TOILET KEYNOTES:
B
A
D
C A401
5
5'-0" DIA.
MIN. CLEARANCE
8
6
4
2 3
1
9
5
7
10
10
CL
MIRROR 23"W x 37"H, +40" A.F.F. TO BASE AND CENTERED OVER LAVOTORY
BY: POTTERY BARN - LINDEN RECTANGULAR MIRROR
FINISH: TUMBLED BRASS
ADA COMPLAINT SINK BY: POTTERY BARN - ELSTON 42" RECLAIMED WOOD SINGLE WIDE
SINK VANITY, 42" W x 21" D, +34" A.F.F. TO RIM. SEE DETAIL 10
FAUCET BY: POTTERY BARN - EXTON LEVER HANDLE WIDESPREAD, FINISH: BRASS 11
42" LG. GRAB BAR, +33" MAX. A.F.F. TYP (PROVIDE BLOCKING, SEE DETAIL 7,
BY: POTTERY BARN - LINDEN GRAB BAR, FINISH: TUMBLED BRASS
SINGLE TOILET TISSUE HOLDER, SURFACE MOUNTED, +19" A.F.F. MIN. TO BOTTOM OF
ROLL, 7" MIN. TO 9" MAX. ON CENTER TO FRONT OF TOILET, BY: POTTERY BARN
FREY BATHROOM HARDWARE TOILET PAPER HOLDER, FINISH: TUMBLED BRASS
TANK WATER CLOSET, +17" MIN. TO 19" MAX. TO TOP OF SEAT, BY KOHLER - VEIL
ONE-PIECE COMPACT ELONGATED SMART TOILET, DUAL FLUSH (K-5401-PA-0)
11
12 SOAP DISPENCER, SURFACE MOUNTED BY: KOHLER - PURIST K-14380-2MB
FINISH: BRANT BRUSHED MODERNE BRASS
12
10LAVATORY DETAIL 1 1/2" = 1'-0"
A.F.F.
SINK VANITY (SEE PLUMB.).
MIRROR, SEE SIZE AND
MOUNTING HT. AT TOILET NOTES.
INSULATE HOT WATER
AND DRAIN PIPES WITH
'TRUEBRO' LAV GUARD 2
COVERS TYP.
INSTANTANEOUS HEATER,
WALL MOUNTED (SEE
PLUMB.).
NOTE: CONTRACTOR
SHALL COORDINATE THE
EXACT LOCATION OF THE
DEMAND WATER HEATER
AND DUPLEX OUTLET WITH
ELECT. AND PLUMB.
27
"
C
L
R
.
.
KN
E
E
S
P
.
8"
MIN.
17" MIN.
29
"
M
I
N
.
34
"
M
A
X
.
6" MAX.
9"
C
L
R
.
TO
E
S
P
.
WALL TILE AT 5'-0" HG.
(BEYOND) TYP.
CROSS RUNNER
ROCKFON ALASKA
SEMI-CONCEALED.
COMPRES. STRUT AND (4)-12 GA.
LAT. BRACING WIRES SPLAYED
90 DEG. APART, TYP. AT 12'-0" O.C.
MAX. EA. WAY
MAIN RUNNERS AT
4'-0" O.C. MAX., TYP.
12 GA. GALV.WIRE HANGERS AT
4'-0" O.C. MAX. TYP. UP TO
STRUCT. ABOVE, TYP.
ACOUSTIC TILE
PANELS, TYP.
CONT. ALUM.
EDGE ANGLE
5/8" GYP. BD., TYP.
SUSPENDED ACOUSTIC CEILING SYSTEM FROM STRUCTURE ABOVE AS FOLLOWS:
FROM WOOD STRUCTURE: #10 CLOSED EYE SCREW.
FROM STEEL PURLINS: 'HILTI' CC27/DN22 COMBINATION CEILING CLIPS/SHOT
PINS (ICC ESR #2184, L.A.R.R. #25651) OR EQ., OR CLAMP ON 'UNISTRUT'
CHANNELS AT 4'-0" O.C. PARALLEL WITH MAIN RUNNERS BELOW.
FROM STEEL BAR JOISTS: TIE THRU BOTTOM FLANGES.
FROM CONCRETE STEEL DECK OR CONCRETE DECK: 'HILTI' TB 27 S12
(ICC ESR #2184, L.A.R.R. #25651) OR EQ.
12 GA. VERTICAL
WIRE HANGERS
AT 4'-0" O.C. MAX.
EA. WAY TYP.
CEILING TILES, TYP.
COMPRES.
STRUT
4'-0"
T
Y
P
.
45°
2'-
0
"
TYPI
C
A
L
4 PL
A
C
E
S
12 GA. WIRE SPLAYED IN FOUR
DIRECTIONS, 90° APART, AT
12'-0" O.C.
MAX. EA. WAY TYP.
1/2" EMT: 4'-0" MAX. HGT.
3/4" : 5'-2"
1" : 6'-6"
1 1/4" : 8'-6"
1 1/2" : 10'-0"
PAIR 1 5/8" x 25 GA. STUDS
BACK-TO-BACK: 10'-0" MAX.
PAIR 2 1/2" x 25 GA. STUDS
BACK-TO-BACK: 15'-0" MAX.
SUSPENDED ACOUSTICAL CEILING SYSTEM, 'DONN' DX (OR EQ.)
TYP., U.N.O. (ICC ESR-#1222, L.A.R.R. #25764).
SUSPENDED CEILING DETAIL
STRUT DETAIL
2'-0
"
CEILING SUSPENSION NOTES
HANGER ATTACHMENT DEVICES SHALL BE AN APPROVED TYPE. SUSPENSION WIRES SHALL NOT BE
SMALLER THAN NO. 12 GAUGE SPACED AT 4'-0" O.C. ALONG EACH MAIN RUNNER. EACH WIRE SHALL
BE ATTACHED TO THE CEILING MEMBER AND THE SUPPORT ABOVE WITH A MINIMUM OF THREE
TURNS. CONNECTION DEVICES AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF
CARRYING NOT LESS THAN 100 POUNDS. WIRES SHALL NOT HANG MORE THAN 1 IN 6 OUT OF PLUM,
UNLESS COUNTERSLOPING WIRES ARE PROVIDED. A TRAPEZE SHALL BE USED WHERE
OBSTRUCTIONS PRECLUDE DIRECT SUSPENSION.
THE TERMINAL ENDS OF EACH CROSS RUNNER AND MAIN RUNNER SHALL BE INDEPENDENTLY
SUPPORTED A MAXIMUM OF 8" FROM THE WALL OR CEILING WITH
NO. 12 GAUGE WIRE.
HORIZONTAL RESTRAINTS SHALL BE EFFECTED BY FOUR NO. 12 GAUGE WIRES SECURED TO THE
MAIN RUNNER WITHIN 2" OF THE CROSS RUNNER INTERSECTION AND SPLAYED 90 DEGREES FROM
EACH OTHER AT AN ANGLE NOT TO EXCEED 45 DEGREES FROM THE PLANE OF THE CEILING. A
STRUT FASTENED TO THE MAIN RUNNER SHALL BE EXTENDED UP AND FASTENED TO THE
STRUCTURAL MEMBERS SUPPORTING THE ROOF OR FLOOR ABOVE. THE STRUT SHALL BE
ADEQUATE TO RESIST THE VERTICAL COMPONENT INDUCED BY THE BRACING WIRES. THESE
HORIZONTAL RESTRAINT POINTS SHALL BE PLACED 12'-0" ON CENTER IN BOTH DIRECTIONS WITH THE
FIRST POINT WITHIN 6'-0" FROM EACH WALL. ATTACHMENT OF THE RESTRAINT WIRES SHALL BE
ADEQUATE FOR THE LOAD IMPOSED.
LATERAL FORCE BRACING MEMBERS SHALL BE SPACED A MINIMUM 0F 6" FROM ALL HORIZONTAL
PIPING OR DUCTWORK THAT IS NOT PROVIDED WITH BRACING RESTRAINTS FOR HORIZONTAL
FORCES. BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR THE ACTUAL
DESIGN LOAD WHICHEVER IS GREATER, WITH A SAFETY FACTOR OF 2.
PERIMETER MEMBERS SHALL BE CONSIDERED AS AESTHETIC CLOSURES WITH NO STRUCTURAL
VALUE. ENDS OF MAIN RUNNERS AND CROSS RUNNERS SHALL BE TIED TOGETHER TO PREVENT
THEIR SPREADING. MAIN RUNNERS AND CROSS RUNNERS MAY BE ATTACHED AT TWO ADJACENT
WALLS WITH CLEARANCE BETWEEN THE WALL AND RUNNERS MAINTAINED AT THE OTHER TWO
WALLS.
HEAVY DUTY CEILING SYSTEMS (CATEGORY D) SHALL BE USED FOR THE SUPPORT OF LIGHT
FIXTURES. ALL LIGHTING FIXTURES SHALL BE POSITIVELY ATTACHED TO THE SUSPENDED CEILING
SYSTEM. THE ATTACHMENT DEVICE SHALL HAVE A CAPACITY OF 100% OF THE LIGHTING FIXTURE
WEIGHT ACTING IN ANY DIRECTION. WHEN INTERMEDIATE SYSTEMS ARE USED, NO. 12. GAUGE
HANGER WIRES SHALL BE ATTACHED TO THE GRID MEMBERS WITHIN 3" OF EACH CORNER OF EACH
FIXTURE. TANDEM FIXTURES MAY UTILIZE COMMON WIRES. WHEN HEAVY DUTY SYSTEMS ARE
USED, SUPPLEMENTAL HANGERS ARE NOT REQUIRED IF A 48" MODULAR PATTERN IS FOLLOWED.
LIGHTING FIXTURES WEIGHING LESS THAN 56 POUNDS SHALL HAVE, IN ADDITION TO THE
REQUIREMENTS ABOVE, TWO NO. 12 GAUGE HANGERS CONNECTED FROM THE FIXTURE HOUSING
TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. LIGHTING FIXTURES WEIGHING 56
POUNDS OR MORE SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED
HANGERS. PENDANT HUNG LIGHTING FIXTURES SHALL BE SUPPORTED DIRECTLY FROM THE
STRUCTURE ABOVE USING NO. 9 GAUGE WIRES OR APPROVED ALTERNATE SUPPORT WITHOUT
USING THE CEILING SYSTEM FOR DIRECT SUPPORT.
CEILING MOUNTED AIR TERMINALS OR SERVICES WEIGHING LESS THAN 20 POUNDS SHALL BE
POSITIVELY ATTACHED TO THE MAIN RUNNERS OR CROSS RUNNERS WITH THE SAME CARRYING
CAPACITY AS MAIN RUNNERS. SERVICES WEIGHING 20 POUNDS BUT LESS THAN 56 POUNDS SHALL
HAVE, IN ADDITION TO THE ABOVE, TWO NO. 12 GAUGE HANGERS CONNECTED FROM THE TERMINAL
OR SERVICE TO THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK. SERVICE WEIGHING MORE
THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE BY APPROVED
HANGERS.
EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS, SPRINKLER HEADS AND
OTHER PENETRATIONS, SHOW A 2" OVERSIZE RING, SLEEVE, OR ADAPTER THROUGH THE CEILING
TILE TO ALLOW FOR FREE MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS.
ALTERNATIVELY, A SWING JOINT THAT CAN ACCOMMODATE 1" OF CEILING MOVEMENT IN AL
HORIZONTAL DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD
EXTENSION
EVERY STRUCTURE, AND PORTION THEREOF, INCLUDING NONSTRUCTURAL COMPONENTS THAT ARE
PERMANENTLY ATTACHED TO STRUCTURES AND THEIR SUPPORTS AND ATTACHMENTS, SHALL BE
DESIGNED AND CONSTRUCTED TO RESIST THE EFFECTS OF EARTHQUAKE MOTIONS. THE SEISMIC
DESIGN CATEGORY FOR A STRUCTURE IS PERMITTED TO BE DETERMINED IN ACCORDANCE WITH
SECTION 1613 OR ASCE 7.
ALL PARTITIONS SHALL BE BRACED INDEPENDENTLY FROM THE CEILING SYSTEM.
6'-0" MAX.
6" MAX.
6"
1" GAP
MIN.
TYP.
TEE FACE SLEEVE TYP.
FASTENERS
CROSS TEE TYP.
MAIN TEE, FIELD CUT AS REQ'D.
LAY-IN CL'G TILE TYP.
NOTE: PROVIDE SEISMIC JOINT AT MAIN
AND CROSS-RUNNERS AS REQ'D TO
DIVIDE CL'G INTO 2,500 SQ. FT. MAX.
ZONES, LENGTH/WIDTH RATIO OF 1:4 MAX.
4-WAY SEISMIC JOINT CLIP, 'DONN' DH4 TYP.
L.A.R.R. #25764 (OR EQ.)
SPLICE CAP CRIMPED ONE SIDE TO ALLOW
MOVEMENT ONLY ON OPPOSITE END
1/4 LENGTH OF
RUNNER (8" MAX.)
12 GA. HANGER WIRE AT 4'-0" x 4'-0" O.C. MAX.
WITH MIN. (4) TURNS IN 1-1/2" TYP.
MAIN OR CROSS RUNNER,
POP-RIVET TO WALL ANGLE TYP.
LAY-IN CL'G TILE TYP.
WALL ANGLE, PER MANUFACTURE
ROCKFON ALASKA SEMI-CONCEALED.INTERIOR FACE OF
WALL TYP.
1
6
1/4 LENGTH OF
RUNNER (8" MAX.)'DONN' ACM7 SLIDE CLIP (OR EQ.)
ICC ESR #1222, LA RR #25764,
SCREW TO WALL ANGLE TYP.
MAIN OR CROSS RUNNER IN SLIDE CLIP TYP.
LAY-IN CL'G TILE TYP.
7/8" x 7/8" WALL ANGLE, SCREW TO EVERY
OTHER STUD WITH #8 x 1-1/4" PANHEAD
S.M.S. TYP.
1
63/4"
NOTE: PROVIDE SLIDE JOINT AT TWO
ADJ. SIDE WALLS EA. ROOM OR SPACE
TYP.
FIXED JOINT
SLIDE JOINT
MA
X
.
MA
X
.
13SUSPENDED CEILING TILE DETAIL NOT SCALE
19CEILING SEISMIC JOINT DETAIL 3" = 1'-0"
16ACOUSTICAL CEILING PERIMETER 3" = 1'-0"
BEDOSIANS MARIN 2.5" X 10" TILES.
PEARL WHITE GLOSS,
VERTICAL STACKED PATTERM
(E) 5/8" M/R GYP. BOARD
5'-0" A.F.F.
8TILE TRANSITION DETAIL 3" = 1'-0"
1 1/2"
5/8" M/R GYPSUM BOARD TYP.
3/16" THK. S.S. MOUNTING FLANGE
AND ESCUTCHEON TYP.
1-1/2"Ø S.S. GRAB BAR, SATIN FIN.,
'BOBRICK' B-6106 (OR. EQ.). TYP.
(3)-1/4"Ø LAG BOLTS WITH 3" MIN.
PENETRATION TO 4 x 4 BLOCKING.
NOTE: WHERE A TANK-TYPE TOILET
OBSTRUCTS PLACEMENT OF THE REAR
GRAB BAR AT 33", THE GRAB BARS MAY BE
INSTALLED UP TO 36" MAX. A.F.F.
4 x 4 BLOCKING BETWEEN 18 GA. MTL.
STUDS WITH (2)-#12 x 2" R.H.W.S EA. END
TYP.
33" MIN. TO 36"
MAX. A.F.F.
7GRAB BAR BLOCKING 3" = 1'-0"
NOTE:
PER ESR-1222 REPORT, SUSPENDED CEILINGS
THAT ARE PART OF BUILDING STRUCTURES
ASSIGNED TO SEISMIC DESIGN CATEGORIES D, E
AND F MUST BE SUBJECT TO PERIODIC SPECIAL
INSPECTIONS DURING THE INSTALLATION OF
SUSPENDED CEILING SYSTEMS AND THEIR
ANCHORAGE. THE SPECIAL INSPECTOR MUST
VERIFY THAT THE CEILING SYSTEMS IS AS
DESCRIBED IN THIS REPORT AND COMPLIES WITH
THE INSTALLATION INSTRUCTIONS IN THIS REPORT
AND WITH THE APPROVED CONSTRUCTION
DOCUMENTS.
17WIRE HANGERS ATTACHMENT DETAIL 1-1/2" = 1-0"
VERTICAL WIRE CONNECTION BRACING WIRE CONNECTION
CONCRETE FRAMING OR CONCRETE FILLED METAL DECK
CONNECTION NOTES:
1.POST INSTALLED ANCHORS (WEDGE BOLTS, SCREW ANCHORS, ETC) SHALL BE ICC
APPROVED FOR SEISMIC DESIGN CATEGORY 'E'. SHOT PINS INTO CONCRETE SHALL
NOT BE USED TO SUPPORT BRACING WIRES.
18WIRE HANGERS ATTACHMENT DETAIL 1-1/2" = 1-0"
VERTICAL WIRE CONNECTION BRACING WIRE CONNECTION
METAL STUD FRAMING
CONNECTION NOTES:
1.POST INSTALLED ANCHORS (WEDGE BOLTS, SCREW ANCHORS, ETC) SHALL BE ICC
APPROVED FOR SEISMIC DESIGN CATEGORY 'E'. SHOT PINS INTO CONCRETE SHALL
NOT BE USED TO SUPPORT BRACING WIRES.
2.DO NOT HANG FROM METAL DECK UNLESS JUSTIFIED BY STRUCTURAL ENGINEER
CALCULATIONS.
(E) WALL TO BE PAINTED.
PATCH AND REPAIR IF NEEDED.
TILE ADHESIVE OR THIN SET MORTAR PER
MANUFACTURER'S INSTRUCTION.
1/2" X 12" X 5/8" THICK,
BEDROSIAN MARIN TRIM TILE
WALL FINISH
6TYPICAL BASE DETAILS 6" = 1'-0"
MOUNT ON WALL ON STRIKE SIDE OF
DOOR FRAME, OR NEAREST ADJACENT
WALL, ON RIGHT AT PAIR, 60" A.F.F. TYP.
EXIT
6" x 4" HG. MATTE ACRYLIC, "WHITE" TEXT
ON "RED" BACKGROUND, TYPEFACE:
HELVETICA, 1" HIGH.
AT ALL GRADE LEVEL
EXTERIOR EXIT DOORS TYP.A
11DISABLED EXIT SIGNAGE 6" = 1'-0"
48
"
M
I
N
.
60
"
M
A
X
.
SCHLUTER-DILEX-AHKAA
BEDROSIANS
MARIN TILE
TILE ADHESIVE OR
THIN SET MORTAR
(E) WALL, PATCH AND
REPAIR IF NEEDED
SCHLUTER DILEX-AHKA
COVE-SHAPED W/ 3/8"
RADIUS, ALUM. BRUSH
FLOOR FINISH
RESILIENT BASEB
4"
RUBBER
BASE
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
A401
ENLARGED TOILET PLAN,
INT. ELEVATIONS,
SECTIONS & DETAILS
PC1
PC1
PC1
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
DOOR GENERAL NOTES
DOOR TYPE 'A': MAIN ENTRY
3'-0" x 8'-0" x 1-3/4"
FRAMELESS DOOR
DISABLED DECAL
A
DOOR AND FRAME SCHEDULE
DOOR DATA FRAME DETAILS REMARKS
DOOR TYPE ROOM NAME HGT.WIDTH THKN.MAT'L MAT'L FIN.HEAD JAMB SILL
D101 A MAIN ENTRY 8'-0"3'-0"1-3/4"AL/GL AL ANOD.9A/A601 --9C/A601
D102 B MANAGER'S OFFICE 10'-0"1-3/4"AL/GL AL ANOD.13A/A601 13B/A601 13C/A601
D103 B CONFERENCE ROOM 10'-0"AL/GL AL ANOD.13A/A601 13B/A601 13C/A601
D104 C TOILET (E) 7'-0"(E) 3'-0"--PAINT ------
D105 D STORAGE (E) 7'-0"--PAINT ------
LEGEND:
AL/GLALUMINUM/GLASS
AL ALUMINUM
ANOD.ANODIZED
FACT.FACTORY FINISH
HM HOLLOW METAL
PM PRESSED METAL
MTL METAL
SC SOLID CORE
T TEMPERED
STOREFRONT INFORMATION:
MANUFACTURER: 'KAWNEER 451 SERIES
<OR>
'U.S. ALUMINUM' SERIES 451
<OR>
'ARCADIA' ASL451
FINISH: "CLEAR" ANODIZED ALUMINUM
SEE SHEET A203 FOR EXTERIOR DOOR AND FRAME
FINISH PAINTING.
SEE SHEET A203 FOR INTERIOR DOOR AND FINISH
PAINTING.
SEE SHEET A203 FOR PAINTING SPEC.
LABEL HDWR.
SET
01
02
02
03
04
--
--
--
3'-0"
3'-0"1-3/4"
1-3/4"
1-3/4"
MAIN ENTRY
EXISTING - APPLY NEW PAINT
--EXISTING - APPLY NEW PAINT
DOOR GENERAL NOTES:
THE CONTRACTOR SHALL PROVIDE ALL NECESSARY LABOR, PARTS, AND SUPPORT PRODUCTS FOR
A COMPLETE DOOR INSTALLATION.
CONTRACTOR SHALL VERIFY ALL OPENING DIMENSIONS BEFORE FABRICATION AND INDICATE
MEASUREMENTS ON DOOR AND FRAME SHOP DRAWINGS. SUBMIT DOOR AND HARDWARE SHOP
DW'GS TO THE ARCHITECT FOR REVIEW.
CONTRACTOR TO PROVIDE TEMPORARY CORES FOR ALL LOCKING DOORS, AND SEPARATE KEY
FOR EACH TENANT SUITE, AND COMMON AREA DOORS.
ALL DOORS SHALL HAVE A MINIMUM DOOR SIZE OF 36" AND A CLEAR OPENING WIDTH OF 34" WITH
DOOR IN 90 DEGRESS OPEN POSITION.
EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING AN OCCUPANT OF
LOAD OF 50 OR MORE.
EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
KNOWLEDGE OR EFFORT. OR, AT EACH MAIN EXIT DOOR IN GROUP A (300 OCC. OR LESS), B, F, M,
OR S OCCUPANCIES, ATTACH A READILY VISIBLE, DURABLE SIGN STATING: "THIS DOOR TO REMAIN
UNLOCKED DURING BUSINESS HOURS". THE SIGN SHALL BE IN 1" HIGH LETTERS ON A CONTRASTING
BACKGROUND. THE LOCKING DEVICE MUST BE READILY DISTINGUISHABLE AS LOCKED.
MANUALLY OPERATED EDGE- OR SURFACE-MOUNTED FLUSH BOLTS AND SURFACE BOLTS ARE
PROHIBITED AT EXIT DOORS. EXIT DOORS HAVING AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR
KNOB OR SURFACE MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE
MORE THAN ONE OPERATION.
EXTERIOR DOORS SHALL RECEIVE DEAD BOLTS AND DEAD LOCKING LATCHES. STRAIGHT DEAD
BOLTS SHALL HAVE A MINIMUM THROW OF 1" AND AN EMBEDMENT OF NOT LESS THAN 5/8".
CYLINDER GUARDS SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHEN THE CYLINDER PROJECTS
FROM THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS. DOOR HINGES
SHALL HAVE NON-REMOVABLE PINS.
DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM THE POSITION OF 90
DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE
LATCH IS 5 SECONDS MINIMUM.
ALL DOOR HARDWARE SHALL BE MOUNTED FROM 30" TO 44" ABOVE THE FLOOR AND SHALL BE
OPERABLE BY A SINGLE EFFORT WITH NO GRASPING OR WRIST MOVEMENT (I.E.: LEVERS,
PUSH-PULLS, OR PANIC HARDWARE). THE ALLOWABLE CLOSER PRESSURE SHALL NOT EXCEED 5
POUNDS FOR INTERIOR DOORS, 5 POUNDS FOR EXTERIOR DOORS, AND 15 POUNDS FOR FIRE
DOORS WITH PANIC HARDWARE.
ALL DOOR HANDLE HARDWARE SHALL BE DISABLED ACCESSIBLE LEVER TYPE (SCHLAGE "ATHENS"
STYLE OR EQ.) WITH 626 SATIN STAINLESS FINISH, U.N.O.
PROVIDE INTERNATIONAL MEN'S AND WOMEN'S SYMBOLS (TRIANGLE OR CIRCLE) ON ALL DOORS
TO TOILET ROOMS. SEE DETAIL 18 FOR SIGNS AT DOORS TO MEN'S AND WOMENS' SANITARY
FACILITIES.
DOOR AND FRAME SPECIFICATIONS:
ON SITE STORAGE, INSTALLATION, AND ANCHORAGE FOR METAL DOORS AND FRAMES SHALL
COMPLY WITH NAAMM STANDARD HMMA 840.
FIRE-RATED DOOR ASSEMBLIES SHALL COMPLY WITH NFPA 80, FOR FIRE PROTECTION RATINGS
INDICATED, BASED ON TESTING AT POSITIVE PRESSURE ACCORDING TO NFPA 252.
CONTRACTOR TO COORD. POWERED HARDWARE WITH MANUF. REQ'MTS AND ELECT. DW'GS.
CONTRACTOR TO COORD. FIRE/SMOKE DETECTOR RELEASE HARDWARE WITH DESIGN/BUILD FIRE
ALARM SYSTEM (WHERE PROVIDED).
HOLLOW METAL (HM) DOORS SHALL BE 18 GA., AND PRESSED METAL (PM) FRAMES SHALL BE 16 GA.
MIN. TYP., U.N.O.
ALL PRESSED METAL (PM) FRAMES SHALL HAVE WELDED JOINTS FILLED AND GROUND SMOOTH
TYP., U.N.O.
ALL PRESSED METAL (PM) FRAMES IN MASONRY WALLS SHALL BE SOLID GROUTED TYP., U.N.O.
STEEL DOORS AND FRAMES SHALL BE SHOP PRIMED WITH RED OXIDE TYP., U.N.O.
SOLID CORE (SC) WOOD DOORS AND FRAMES SHALL BE EITHER GLUED WOOD STAVE, OR
STRUCTURAL COMPOSITE LUMBER CORES PER WDMA I.S. 10. AT PAINTED DOORS, SURFACE SHALL
BE PREMIUM GRADE, PAINT GRADE BIRCH. AT STAINED AND SEALED DOORS, SURFACE SHALL BE
PREMIUM GRADE WITH AA FACES, SELECT WHITE BIRCH, ROTARY CUT, BOOK MATCHED VENEER,
U.N.O.
ALIGN DOOR ANDS FRAMES PLUMB AND SQUARE TO WITH 1/16" TOLERANCE MAX., SECURELY
FASTENED IN PLACE TYP.
ALL DOOR HARDWARE TO COMPLY WITH ANSI/BHMA A156 SERIES STANDARDS.
6DOOR TYPES
3'
-
0
"
DOOR TYPE 'C': TOILET ROOM
3'-0" x 7'-0" x 1-3/4" (EXISTING)
5'
-
0
"
C
DISABLED SIGNAGE
5OMITTED
HARDWARE SET #01: SINGLE MAIN ENTRY DOOR
PER MANUFACTURER
1 DISABLED DECAL SYMBOL
HARDWARE SET #02: SINGLE DOOR
1 TOP, MIDDLE AND BOTTOM OFFSET PIVOTS, BY STOREFRONT FABRICATOR,
FINISH: SATIN STAINLESS.
1 CONCEALED CLOSER, BY STOREFRONT FABRICATOR.
1 PINKYS LOCK WITH LEVER IN BLACK.
1 DEADLOCK, 'ADAMSRITE' MS-1850, WITH "EXIT" INDICATOR, KEY CYLINDER WITH CYLINDER
GUARD, FINISH: SATIN STAINLESS.
1 THRESHOLD, 36" x 4" WIDE MIN., BY STOREFRONT FABRICATOR,
FINISH: "CLEAR" ANODIZED ALUM.
(EXISTING RESTROOM HARDWARE, GC TO CONFIRM IF COMPLIANT IF NOT REPLACE)
HARDWARE SET #03: SINGLE TOILET ROOM DOOR
3 HINGES: 'STANLEY' FBB SERIES, 4-1/2", STD. WEIGHT, N.R.P., FINISH: PAINT.
1 LOCKSET: 'SCHLAGE' ND-SERIES (OR EQ.), FUNCTION: ND40 (PRIVACY), LEVER TYPE 07
(ATHENS), FINISH: "SATIN STAINLESS".
1 CLOSERS: 'NORTON' 9500 SERIES (OR EQ.), HEAVY DUTY, NON-HOLD OPEN, FINISH:
"ALUMINUM" TYP.
1 "DISABLED" SIGNAGE: 'ADA SIGN DEPOT' (OR EQ.), ACRYLIC,
FINISH: "WHITE ON BLUE".
1 SILENCER SET
(EXISTING STORAGE HARDWARE, GC TO CONFIRM IF COMPLIANT IF NOT REPLACE)
HARDWARE SET #04: STORAGE ROOM
3 HINGES: 'STANLEY' FBB SERIES, 4-1/2", STD. WEIGHT, N.R.P.,
FINISH: SATIN STAINLESS.
1 LOCKSET: 'SCHLAGE' ND-SERIES (OR EQ.), FUNCTION: ND50 (OFFICE), LEVER TYPE 07
(ATHENS), FINISH: "SATIN STAINLESS".
1 CLOSER: 'NORTON' 9500 SERIES (OR EQ.), HEAVY DUTY, NON-HOLD OPEN,
FINISH: "ALUMINUM" TYP.
1 SMOKE GASKET SET
11DOOR HARDWARE
(E) 3'-0"
--
--
PLAS. LAM., BOTH SIDES TYP.
3'
-
0
"
DOOR TYPE 'D': OFFICE
3'-0" x 7'-0" x 1-3/4" (EXISTING)D
10
"
3'
-
0
"
DOOR TYPE 'B': INTERIOR DOOR
3'-0" x 10'-0" x 1-3/4"
MED. STILE STOREFRONT DOORB
--
PLAS. LAM., BOTH SIDES TYP.15FRAMELESS STOREFRONT SILL 3" = 1'-0"
5/8" FRAMELESS
TEMPERED GLASS
PER MANUFACTURER
(UNDER DEFERRED
SUBMITTAL)
17FRAMELESS STOREFRONT HEAD DETAIL 3" = 1'-0"
ANOD. ALUM. TOP RAIL
CONCEALED CLOSER
ANOD. ALUM DOOR STOP AND
WEATHERSTRIP
A HEAD
C SILL
1
2
1/
2
"
M
A
X
.
1/
4
"
M
A
X
.
MAX.
ANOD. ALUM. THRESHOLD, 4" WIDE, SET IN
SEALANT, TYP.
B JAMB
DOOR GLASS PER
MANUFACTURER
ANOD. ALUM. MEDIUM STILE TYP.
ANOD. ALUM HEAD FRAME
EXP. JT. AND CONT. SEALANT TYP.
ANOD. ALUM DOOR STOP AND
WEATHERSTRIP
ANOD. ALUM JAMB
13INTERIOR DOOR 3" = 1'-0"
8"
CL
R
.
M
I
N
.
ANOD. ALUM. BOTTOM RAIL
CONC. SLAB TYP.
EXT. HARDSCAPE FIN.
SEE FLOOR PLANS TYP.
WEATHERSTRIP TYP.
SUBMIT SHOP DW'GS FOR ALL
STOREFRONT
OFFSET PIVOT HINGES (BEYOND)
TYP.
DOOR SWING
FRAMELESS GLASS PER
MANUFACTURER
18FRAMELESS STOREFRONT JAMB DETAIL 3" = 1'-0"
DOOR GLASS PER
MANUFACTURER
9STOREFRONT DOOR DETAIL 3" = 1'-0"
CAULKING, ALL AROUND
TYP.
NARROW WIDTH PROFILE
HEADER WITH
ADJUSTABLE TOP PIVOT
FRAMELESS DOOR
TEMPERED GLASS
DOOR PER
MANUFACTURER
GLASS PANEL
U-BRACKET TO
MATCH ADJACENT,
PER MANUFACTURER
5"
FINISH TO MATCH (E)
ADJACENT FINISH
(E) FINISH TO REMAIN
AND PROTECT
REMOVE (E) DARK BLUE
FINISH, PATCH AND
REPAIR GYP. BOARD PREP
WALL FOR NEW PAINT
COLOR, DARK GRAY
(E
)
P
O
R
T
A
L
F
I
N
I
S
H
T
O
R
E
M
A
I
N
SE
E
E
L
E
V
A
T
I
O
N
S
(N) 5/8" GYP. BD OVER (E)
METAL STUD @ 16" O.C. (V.I.F.)
B SILL
A HEAD
GLASS SHOE
PER MANUFACTURER
NEW CEILING (ACT).
ROCKFON ALASKA
SEMI-CONCEALED
SEE RCP PLAN
GLASS SHOE
PER MANUFACTURER
5/8" FRAMELESS
STOREFRONT SYSTEM
(UNDER DEFERRED SUBMITTAL)
CONT. SEALANT AND
BACKER ROD, BOTH
SIDES, ALL AROUND
TYP.
NEW 3 5/8" X 20 GA.
@ 16" O.C.
MTL. STUD BOX HEADER TYP.
1" DUAL INSUL. GLASS TYP.
ANOD. ALUM. MEDIUM
STILE TYP.
ANOD. ALUM DOOR STOP
AND WEATHERSTRIP
ANOD. ALUM JAMB
OFFSET PIVOT HINGES,
TOP, MIDDLE AND
BOTTOM, TYP.
5/8" GYP. BD. BOTH SIDE
OVER 3-5/8" METAL STUD
@ 16" O.C.
CAULKING, ALL AROUND TYP.
CONT. SEALANT AND BACKER ROD,
BOTH SIDES, ALL AROUND TYP.
5/8" GYP. BD. ON BOTH SIDES
FRAMELESS WINDOWN
PER MANUFACTURER
PAIR 2 x 6 STUDS TYP.
FRAMELESS STOREFRONT SYSTEM
FOR DESIGN INTENT
PROVIDE SHOP DRAWINGS
4"
16INTERIOR DOOR JAMB 3" = 1'-0"
MTL. STUD BOX HEADER TYP.
(N) CEILING (ACT). ROCKFON
ALASKA SEMI-CONCEALED
SEE RCP PLAN
1
2
1/
2
"
M
A
X
.
1/
4
"
M
A
X
.
MAX.
362T125-33 TRACK
PAIR 2 x 6
600S162-33 STUDS, TYP.
1/4" TAPCON ANCHOR
@ 12" O.C. (ESR #3699)
SUBMIT SHOP DW'GS FOR ALL
STOREFRONT
12" DIA. x 2 12" CONCRETE
ANCHORS @ 16" O.C.
(SEALED HEAD) SHIM AS
REQ'D.
ICC #1385
362T150-54 TRACK
FACTORY BONDED LOW
PROFILE DOOR TOP RAIL
(2) - #10 S.M.S. AT 24" O.C.
THRU TRACK.
1/4-20 ELCO DRILFLEX
@ 12" O.C. (ESR-3332)
362S125-54 BLK'G
AT 16" O.C.
W (2) #10 SMS EA
SIDE
1/4-20 ELCO DRILFLEX
@ 12" O.C. (ESR-3332)
3 5/8" X 20 GA. @
16" O.C. DIAGONAL BRACING
NOTES:
1.
1/
4
"
M
A
X
.
1/4" MAX.
1/2" MAX.
2
1
LEVEL CHANGES
THRESHOLD
TRANSITION BETWEEN FLOOR FINISHES
REFER TO ACCESSIBILITY NOTES SECTION "N"
COMPRESSED CARPET 1/4"
MAX. BELOW THRESHOLD
FIN. FLOOR EVEN
THRESHOLD
1/2" MAX.
PILE HEIGHT
AT 1:2 SLOPE
A
B
C
19TRESHOLD / LEVEL CHANGES N.T.S.
A601
DOOR SCHEDULE
A PROJECT FOR:
SHEET DESCRIPTION:
SHEET NUMBER:
AS INSTRUMENTS OF SERVICE, ALL DESIGNS, IDEAS, AND INFORMATION SHOWN
ON THESE DRAWINGS ARE AND SHALL REMAIN THE PROPERTY OF MMA
ARCHITECTURE. NO PART THEREOF SHALL BE COPIED, DISCLOSED TO OTHERS,
OR USED IN CONNECTION WITH ANY WORK OR PROJECT OTHER THAN THE
SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED
WITHOUT THE WRITTEN CONSENT OF MMA ARCHITECTURE VISUAL CONTACT
WITH THESE DRAWINGS SHALL CONSTITUTE CONCLUSIVE EVIDENCE OF
ACCEPTANCE OF THESE RESTRICTIONS.
DATE:
JOB NUMBER:
DRAWN BY:
ISSUES / REVISIONS
No.DATE
CHECKED BY:
DESCRIPTION
24136FMA
AM HR
2024-09-05
2024-09-13 1ST PLAN CHECK SUBMITTAL
400 S. BALDWIN AVENUE,
ARCADIA, CA 91007
THE SHOPS SANTA ANITA
400 S. BALDWIN AVENUE,
ARCADIA, CALIFORNIA 91007
THE SHOPS SANTA ANITA
MARKETING OFFICE
2024-10-30 PLAN CHECK RE-SUBMITTAL
2024-12-10 PLAN CHECK RE-SUBMITTAL
2025-01-10 PLAN CHECK RE-SUBMITTAL
PC1
PC1
PC1
PC1
PC1
PC1
PC1
PC1
PC1
PC1
PC1
PC1
PC2
PC2
PC2
PC2
PC2
PC2
PC2
PC2
PC3
PC2
PC3
PC3
PC3
PC3
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025
Working Drawing Review
These Drawings have been reviewed for general design intent only. All actual field condi�ons are required
to be verified by the Tenants Architect and/ or Contractor. Tenants are responsible for complying with all
government regula�ons. One (1) copy of this Landlord stamped set of drawings is required to be always
kept on the job site.
Approved as noted
Protect in place all utilities serving other tenants.
Riderwood USA, Inc.
Signed Fernando De Santiago Date 1/14/2025