HomeMy WebLinkAboutPlansSHEET NO.
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440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
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ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
10 - 31 - 2026
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BUSINESS OWNER
ARCHITECT
ARCADIA, CA 91106
440 E. HUNTINGTON DRIVE, #323
ERIC TSANG ARCHITECTS
TEL. (626) 569-3737
ATTN: ERIC TSANG
SHEET DESCRIPTION
GENERAL NOTES
ARCHITECTURAL
SCOPE OF WORK
TOP OF STEEL
TONGUE & GROOVE
TOP OF PARAPET
STRUCTURAL
TOP & BOTTOM
SPECIFICATIONS
STANDARD
STAINLESS STEEL
SOLID CORE
STORM DRAIN
SCHEDULE
WROUGHT IRON
UNLESS NOTED
VINYL COMPOSITION
WATER CLOSET
UNLESS OTHERWISE
GYP.
GA.
GALV.
F.R.A.
F.V.
F.R.P.
F.S.
FT.
F.O.F.
F.O.M.
F.O.S.
F.O.V.
F.L.
FLASH.
F.O.C.
F.F.
F.G.
FIN.
EXT.
F.D.
F.E.
E.G.
EXIST.
EQUIP.
ENCL.
EQ.
EA.
ELEC.
E.J.
GYPSUM
GALVANIZE
GAUGE
REQUIRED
REINFORCEMENT
REGISTER
REFRIGERATOR
REFERENCE
PLYWOOD
PANIC HARDWARE
PROPERTY LINE
ROOM
ROUGH OPENING
OWNER FURNISHED
OWNER INSTALLED
FIBERGLASS REINFORCED
FIELD VERIFY
FACE OF STUD
FACE OF FINISH
FACE OF MASONRY
FLOOR SINK
FOOT OR FEET
FIRE RATED ASSEMBLY
FACE OF VENEER
FINISH GRADE
FINISH FLOOR
FLOW LINE
FACE OF CONCRETE
FLASHING
FINISH
R.O.
RM.
REG.
REINF.
REQ'D.
REF.
REFR.
FIRE EXTINGUISHER
EXISTING GRADE
FLOOR DRAIN
EXTERIOR
EXISTING
ENCLOSURE
EQUIPMENT
EXPANSION JOINT
EQUAL
EACH
ELECTRIC
P.L.
PLYWD.
P.H.
O.F.O.I.
W.I.
W/
W.C.
WITH
(E)
D.S.
DWG.
DN.
DIA.
DIM.
COL.
CONT.
CONC.
C.M.U.
C.I.
CLG.
C.J.
CAB.
C.B.
BLKG.
BLDG.
BLK.
ALUM.
APPROX.
ARCH.
BD.
A.F.F.
ADJ.
A.C.
A.B.
@
c
Ø
L
&
MAXIMUM
MECHANICAL
ON CENTER
NOT IN CONTRACT
NUMBER
NOT TO SCALE
MANUFACTURER
MINIMUM
MISCELLANEOUS
MASONRY OPENING
METAL
OWNER FURNISHED
INSTALLED
DOWNSPOUT
DRAWING
EXISTING
DOWN
DIMENSION
DIAMETER
O.C.
O.F.C.I.
N.T.S.
N.I.C.
NO./#
M.O.
CAST IRON
CONTROL JOINT
CONTINUOUS
CONCRETE MASONRY
COLUMN
CONCRETE
CEILING
CATCH BASIN/
CABINET
BLOCKING
BLOCK
BUILDING
MECH.
MISC.
MFR.
MIN.
MTL.
MAX.
V.C.T.
VERT.
U.N.O.
U.O.N.
VERTICAL
TYP.
T.O.S.
TYPICAL
T.O.P.
T. & G.
T. & B.
STRUCT.
STL.
SST.
STD.
STEEL
INTERIOR
HEIGHT
HORIZONTAL
HOLLOW METAL
HOSE BIBB
ASPHALTIC CONCRETE
ABOVE FINISH FLOOR
ARCHITECT
APPROXIMATELY
ANCHOR BOLT
ALUMINUM
BOARD
ADJACENT
DIAMETER OR ROUND
CENTERLINE
ANGLE
AT
AND
INT.
H.M.
HORIZ.
HT.
H.B.
SPEC.
SQ.
SHT.
SIM.
SQUARE
SHEET
SIMILAR
SCHED.
S.C.
S.D.
PANELS
(WALL HUNG)
F.E.C.FIRE EXTINGUISHER
& CABINET
UNITS
CHALKBOARD
FRAMING
OTHERWISE
NOTED
TILE
CONTRACTOR
GWB.GYPSUM WALL BOARD
ABBREVIATIONS
Elevation #
Section #
Detail #
Sheet #
Sheet #
Accessory #
Room Name
Sheet #
Detail #
Door #
Room #
INTERIOR ELEVATIONS
BUILDING SECTION
ROOM NAME & NUMBERS
TOILET ACCESSORY
DETAIL NUMBER
CEILING HEIGHT
DOOR NUMBER
GRID REFERENCE
LINE AND BUBBLE
Elevation #
Sheet #
EXTERIOR ELEVATIONS
Wall Type #WALL TAG
Window #WINDOW NUMBER
REVISION TAG Revision #
Grid #
KITCHEN EQUIPMENT NUMBERS
MATCHLINE
BREAKLINE
ELEVATION POINT
NORTH ARROW
KEYNOTE
CEILING KEYNOTE
ROOF KEYNOTE
SYMBOLS
PROJECT SUMMARY
COMMERCIALZONING:
GOVERNING JURISDICTION:CITY OF ARCADIA
APPLICABLE CODES:2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING
2022 CALIFORNIA ENERGY STANDARDS
2022 ARCADIA MUNICIPAL CODE
5779-002-102APN:
DEFERRED SUBMITTALS (IF APPLICABLE)
THE FOLLOWING ITEMS ARE DEFERRED APPROVAL ITEMS THAT
SHALL BE PROVIDED BY TEH CONTRACTOR AND SUBMITTED UNDER
A SEPARATE PERMIT. THE DEFERRED APPROVAL ITEMS SHALL
INCLUDE CALCULATIONS AND DRAWINGS, STAMPED AND SIGNED BY
A LICENSED REGISTERED PROFESSIONAL IN CALIFORNIA WHERE
THE PROJECT IS TO BE CONSTRUCTED. DEFERRED SUBMITTALS TO
BE A PART OF FUTURE PERMITS AND PACKAGES REQUIRED FOR
BUILDING COMPLETION.
PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED
IN A TIMELY MANNER BUT NOT LESS THAN 30 BUSINESS DAYS PRIOR
TO INSTALLATION FOR CITY REVIEW AND APPROVAL. THE DEFERRED
SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN
AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE
BUILDING OFFICIAL.
1.DEMOLITION
SHEET INDEX
PROJECT CONTACT
VICINITY MAP
NORTH
LAGREE-OLOGY FITNESS
STUDIO AND WELLNESS CENTER
310 S 1ST AVENUE
ARCADIA, CA 91006
mail@eric-design.com
AHJ APPROVAL
BUILDING SUMMARY
2,800 S.F.TOTAL BUILDING AREA:
A PART OF ARCADIA SANTA ANITA TRACT
S 50.25 FT EX OF ST OF LOT 34 BLK 64 1/2
LEGAL DESCRIPTION:
SITE
T-0.1
Project Summary,
Vicinity Map,
General Notes &
Project Contact
1.ALL WORK, INCLUDING MATERIALS AND WORKMANSHIP, SHALL CONFORM
TO THE REQUIREMENTS OF LOCAL CODES, LAWS, AND ORDINANCES AND
AS SPECIFIED BY ALL GOVERNING AUTHORITIES WHERE APPLICABLE.
REFERENCE TO THE LATEST ACCEPTED EDITION OR REVISION. IN THE
EVENT OF CONFLICT WITH CODE REQUIREMENTS, THAT CODE
REQUIREMENT OR NOTE WHICH ESTABLISHES THE HIGHER STANDARD
SHALL TAKE PRECEDENCE.
2.THE INTENTION OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL
LABOR AND MATERIALS, EQUIPMENTS, AND TRANSPORTATION
NECESSARY FOR THE COMPLETE AND PROPER EXECUTION OF THE WORK.
3.THE CONTRACTOR SHALL VISIT THE JOB SITE PRIOR TO BIDDING ANY
PORTION OF THE WORK. THE CONTRACTOR SHALL VERIFY ALL
DIMENSIONS AND CONDITIONS PRIOR TO BEGINNING WORK. SHOULD ANY
CONDITION ARISE WHERE THE INTENT OF THE DRAWINGS IS IN DOUBT OR
WHERE THERE IS A DISCREPANCY OR TYPO BETWEEN THE CONTRACT
DOCUMENTS AND THE FIELD CONDITIONS, OR WITHIN THE CONTRACT
DOCUMENTS, THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OR
DESIGNER IMMEDIATELY FOR CLARIFICATION.
4.DIMENSIONS ARE FROM FACE OF STUDS OR TO CENTER OF WALL AS
INDICATED ON DRAWINGS, UNLESS NOTED OTHERWISE.
5.WRITTEN DIMENSIONS TAKE PRECEDENCE. DO NOT SCALE DRAWINGS.
WALLS NOTE DIMENSIONED ARE TO ALIGN WITH EXISTING WALLS OR BE
ABUTTED OR APPLIED TO EXISTING WALLS PER DRAWINGS. DOORS NOT
DIMENSIONED AND SHOWN JAMB TIGHT SHALL BE SET 3" FROM
PERPENDICULAR WALL TO OUTER EDGE OF DOOR JAMB.
6.REFERENCE TO ANY DETAIL OR DRAWING IS FOR CONVENIENCE ONLY
AND DOES NOT LIMIT THE APPLICATION OF SUCH DETAILS OR DRAWINGS.
7.THE DESIGN, ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING,
TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE
CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE
STABILITY OF THE STRUCTURE AND PROVIDE NECESSARY BRACING
PRIOR TO THE APPLICATION OF ALL SHEAR WALLS, ROOF AND FLOOR
DIAPHRAGMS, AND FINISH MATERIALS. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR INITIATING, MAINTAINING, AND SUPERVISING ALL
SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK.
8.THE STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS,
AS WELL AS THE DRAWINGS OF OTHER CONSULTANTS, ARE
SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE
RESPONSIBILITY OF THE GENERAL CONTRACTOR TO CHECK WITH THE
ARCHITECTURAL DRAWINGS BEFORE THE INSTALLATION OF WORK
SHOWN ON THE DRAWINGS OF CONSULTANTS. THE CONTRACTOR SHALL
BRING ANY DISCREPANCY BETWEEN THE ARCHITECTURAL DRAWINGS
AND THE DRAWINGS OF THE CONSULTING ENGINEERS TO THE ATTENTION
OF DESIGNER FOR CLARIFICATION. ANY WORK INSTALLED IN CONFLICT
WITH THE ARCHITECTURAL DRAWINGS AND NOT BROUGHT TO THE
DESIGNER'S ATTENTION SHALL BE CORRECTED BY THE CONTRACTOR AT
THE CONTRACTOR'S EXPENSE AND AT NO EXPENSE TO THE OWNER OF
DESIGNER, DESIGNER, ENGINEERS AND ALL OTHER CONSULTANTS.
9.PRIOR TO PERFORMANCE OF WORK, THE CONTRACTOR SHALL REQUIRE
EACH SUBCONTRACTOR TO NOTIFY THE CONTRACTOR OF ANY WORK
CALLED OUT IN THE DRAWINGS FOR HIS TRADE THAT CANNOT BE FULLY
GUARANTEED.
10.CONTRACTOR SHALL VERIFY THE LOCATION AND SIZE OF ALL OPENINGS
WITH ALL DRAWINGS AND MANUFACTURED ITEMS WHERE APPLICABLE.
11.THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK AND BE
SOLELY RESPONSIBLE FOR ALL CONSTRUCTION, MEANS, METHODS,
TECHNIQUES, SEQUENCES, AND PROCEDURES, AND FOR COORDINATING
ALL PORTIONS OF THE WORK.
12.THE CONTRACTOR HEREIN AGREES TO REPAIR OR REPLACE ANY OR ALL
WORK, TOGETHER WITH ANY OTHER ADJACENT WORK WHICH MAY BE
DISPLACED IN CONNECTION WITH SUCH REPLACEMENT, THAT MAY PROVE
TO BE DEFECTIVE IN WORKMANSHIP OR MATERIALS WITHIN A PERIOD OF
ONE YEAR FROM THE DATE OF ACCEPTANCE, ORDINARY WEAR AND
UNUSUAL ABUSE OR NEGLECT EXCEPTED.
13.CONTRACTOR SHALL PROTEST ALL EXISTING STRUCTURES,
LANDSCAPING, MATERIALS, ETC., DURING CONSTRUCTION. CONTRACTOR
SHALL PATCH AND REPAIR ALL SURFACES DISRUPTED OR DAMAGED
DURING CONSTRUCTION TO MATCH EXISTING ADJACENT SURFACES.
14.THE CONTRACTOR SHALL ON A DAILY BASIS KEEP THE PREMISES FREE
FROM ALL ACCUMULATIONS OF WASTE MATERIAL OR RUBBISH CAUSED
BY HIS EMPLOYEES, SUBCONTRACTORS, OR WORK, AND AT THE
COMPLETION OF THE WORK SHALL REMOVE ALL RUBBISH, DEBRIS,
EQUIPMENT, AND SURPLUS MATERIALS FROM IN AND ABOUT THE
BUILDING AND LEAVE THE PREMISES "BROOM CLEAN".
15.ANY DEVIATION FROM THE CONSTRUCTION DOCUMENTS OR
SPECIFICATIONS BY THE CONTRACTOR OR OWNER WITHOUT THE
DESIGNER'S APPROVAL RELEASES THE DESIGNER OF RESPONSIBILITY
AND LIABILITY IN CONNECTION WITH ALL WORK SO INVOLVED.
16.CLARIFICATIONS ON AND/OR INCONSISTENCIES WITH THE DRAWINGS AND
SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE
DESIGNER BY THE CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.
ADDITIONAL CHARGES WILL NOT BE GRANTED BASED ON CLAIMS OF
INCOMPLETE, INACCURATE, OR INCONSISTENT DRAWINGS AND
SPECIFICATIONS.
17.EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC
WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHALL BE MADE TO
RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS
SOLID WASTE.
18.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRAKED FROM THE SITE
BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST
BE STABILIZED SO AS TO INHIBIT SEDIMENTS FROM BEING DEPOSITED
INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP
IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER
MEANS.
19.STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS
MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY
THE FORCES OF WIND OR WATER.
20.TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE
DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION
OF RAINWATER AND DISPERSAL BY WIND.
21.FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED
IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE
THE SOIL AND SURFACE WATERS. ALL APPROVED STORAGE CONTAINERS
ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED
UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS MAY
NOT BE WASHED INTO THE DRAINAGE SYSTEM.
22.THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL
FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR
FROM PREVENTING ANY VIOLATION OF THE CODES ADOPTED BY THE
CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS.
23.ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF
CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON
THESE PLANS. IT IS THE RESPONSIBILITY OF THE INDIVIDUAL
SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE
IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING
INSPECTION.
24.CONTRACTOR SHALL FIELD VERIFY EXISTING PATH OF TRAVEL &
ACCESSIBLE ROUTE FROM ACCESSIBLE PARKING TO EXISTING BUILDING
MAIN ENTRANCE FOR FULL COMPLIANCE WITH CURRENT CHAPTER 11B.
ACCESSIBLE PATH OF TRAVEL SHALL BE 4'-0" WIDE, MAX. 5% SLOPE AND
MAX. 2.09% CROSS SLOPE. THERE SHALL BE NO VERTICAL OFFSET
GREATER THAN 1/4" ALONG THE ENTIRE PATH OF TRAVEL FROM THE
PUBLIC WAY / ACCESSIBLE PARKING STALL INTO THE BUILDING.
OCCUPANCY:A2
V-B / UTYPE OF CONSTRUCTION:
MAX. BLDG. HT. AT ROOFTOP:ONE-STORY
(E) ONE-STORY HEALTH & FITNESS FACILITY:
SPRINKLEREDFIRE SPRINKLERS:
NOFIRE HAZARD ZONE (VHFHSZ):
BUILDING DATA:
CONDITIONED SPACES:
EXISTING: 2,800 S.F.
PROPOSED: REMODEL INTERIOR
APPLICABLE CODE
COVER SHEET, PROJECT SUMMARY, GENERAL NOTES,
CONTACT, VICINITY MAP, SYMBOLS AND ABBREVIATIONS
SITE PLAN
EXISTING GROUND FLOOR PLAN
PROPOSED GROUND FLOOR PLAN
DOOR & WINDOW SCHEDULE
310 S 1ST AVENUE ARCADIA, CA 91006ADDRESS:
EXISTING BASEMENT PARKING LOTPARKING PROVIDED:
310 S. 1ST AVENUE
ARCADIA, CA 91006
ATTN: MATTHEW RODRIGUEZ
matthewrod@gmail.com
1) LEGALIZE EXISTING HEALTH & FITNESS FACILITY
NON-CONFORMING INTERIOR REMODEL AREA.
2) AMEND MINOR USE PERMIT NO. MUP 24-04.
a) CASE TYPE: BUILDING & SAFETY CODE-25-0400
b) ARCADIA FIRE DEPT INSPECTION FPB 101
PROPERTY OWNER
330 N GARFIELD AVE
ALHAMBRA, CA 91801
ATTN: KAMYING GUO
T-1.0
A-1.0
A-2.0
A-2.1
A-4.0
PR
O
P
E
R
T
Y
L
I
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E
PROPERTY LINE PROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
PR
O
P
E
R
T
Y
L
I
N
E
PROPERTY LINEPROPERTY LINE
PR
O
P
E
R
T
Y
L
I
N
E
(E) MAIN EXERCISE ROOM
(E) LOBBY
(E
)
C
H
E
C
K
-
I
N
CO
U
N
T
E
R
(E) ALL-GENDER
(E) ALL-GENDER
(E) STORAGE
(E
)
E
X
I
T
(E)
EXIT
(E
)
EX
I
T
(E) EP
(
E
)
E
X
I
T
(E) HALLWAY
(N) THERAPY
ROOM
(N) SAUNA
(N) ADA
SAUNA ROOM
(N) THERAPY
ROOM
(N) SAUNA
(N) SAUNA
(N
)
B
E
N
C
H
SMH
SL SL
SL
(E) OUTDOOR
FOUNTAIN(E) OUTDOOR
PLANTER
(E)
STAIR
UP
(E)
STONE
ARCH
ST
E
P
S
(E)
OUTDOOR
COURTYARD
SI
D
E
W
A
L
K
(E)
OUTDOOR
PLAZA
(E)
TENANT
UNITS
N.I.C.
(E)
TENANT
UNITS
N.I.C.
(E)
TENANT
UNITS
N.I.C.
(E)
TENANT
UNITS
N.I.C.
(E)
OUTDOOR
COURTYARD
29'-4"
3
8
'
-
7
"
14'-7"
26'-9"
63'-9"
21
'
-
8
"
6'
-
4
"
1
7
'
-
0
"
(E)
EXTERIOR
BREEZEWAY
ARCH
OPENING
A
R
C
H
O
P
E
N
I
N
G
A
R
C
H
O
P
E
N
I
N
G
(E)
TENANT
UNITS
N.I.C.
(E)
TENANT
UNITS
N.I.C.
(E)
TENANT
UNITS
N.I.C.
(E)
TENANT
UNITS
N.I.C.
SIDEWALK
1ST AVENUE
CA
L
I
F
O
R
N
I
A
S
T
R
E
E
T
(E) STEPS
DOWN
(E) RAMP DOWN TO BASEMENT PARKING
GARAGE
(E) DRIVEWAY
(E
)
D
W
Y
(E) SERVICE YARD
(E) STEPS
DOWN
5
3
8
P1
4
6
2
TYP.
1
7
9
10 10
12
13
1312
12
PU
B
L
I
C
A
L
L
E
Y
W
A
Y
13
TYP.
14
1
EXISTING OFF-STREET CUSTOMER PARKING GARAGE
TO REMAIN.
2
3
4
EXISTING PUBLIC SIDEWALK PARKWAY STREET
TREE TO REMAIN.
5
6
7
EXISTING ACCESSIBLE CURB RAMP TO REMAIN.
8
EXISTING STREET LIGHT (SL) TO REMAIN.
9
10
EXISTING SEWER MANHOLE (SMH) TO REMAIN.
EXISTING OUTDOOR PLANTER TO REMAIN.
11 EXISTING OUTDOOR FOUNTAIN TO REMAIN.
12
13
EXISTING STOREFRONT FACADE, DOOR & WINDOW
TO REMAIN.
EXISTING EXTERIOR STAIRS / STEPS TO REMAIN.
LEGALIZE EXISTING HEALTH & FITNESS FACILITY
NON-CONFORMING INTERIOR REMODEL AREA.
P1
EXISTING STREET CURB TO REMAIN.
SITE EXISTING:
SITE PROPOSAL:
EXISTING STREET TREE TO REMAIN.
EXISTING OUTDOOR PLAZA HARDSCAPE TO REMAIN.
EXISTING EXTERIOR STONE ARCHWAY TO REMAIN.
13
14
HATCHED AREA OF EXISTING TENANT UNITS TO REMAIN.
HATCHED AREA OF EXISTING INTERIOR AREA TO REMAIN.
SHEET NO.
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440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
11
N
o
v
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m
b
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r
,
2
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2
5
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
10 - 31 - 2026
ST
U
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I
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A
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W
E
L
L
N
E
S
S
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SCALE: 1/8"=1'-0"
SITE PLAN
A-1.0
1
NORTH
SITE PLAN KEY NOTES
A-1.0
Site Plan
A-2.1
1
LIMITED WO
R
K
S
C
O
P
E
AHJ APPROVAL
PLAN LEGEND
EXISTING AREA TO REMAIN.
EXISTING NEIGHBORING TENANTS TO REMAIN.
NOT A PART OF WORK SCOPE.
NEW 2X METAL STUD WALL W/ 5/8" DRYWALL
ON BOTH SIDES.
EXISTING STOREFRONT GLAZING TO REMAIN.1
2
3 EXISTING RECEPTION COUNTER TO REMAIN.
EXISTING STOREFRONT DOORS TO REMAIN,
SEE DOOR SCHEDULE.
4
5 EXISTING STORAGE TO REMAIN.
6 EXISTING WINDOW GLAZING TO REMAIN.
EXISTING
DASHED LINE OF EXISTING INTERIOR WALLS
& DOORS TO BE REMOVED.
D1
DEMOLITION
EXISTING ACCESSIBLE RESTROOMS TO REMAIN.
7 EXISTING MAIN EXCERCISE ROOM TO REMAIN.
(E) MAIN EXERCISE ROOM
(E) LOBBY
(E
)
C
H
E
C
K
-
I
N
CO
U
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T
E
R
(E) ALL-GENDER
(E) ALL-GENDER
(E) STORAGE
(E
)
E
X
I
T
(E)
EXIT
(E
)
EX
I
T
(E) EP
(
E
)
E
X
I
T
(E) HALLWAY
(E) ARCTIC MACHINE
ROOM
(E) REDLIGHT
TREATROOM
ROOM
(E) WATER
TREATROOM
ROOM
(E) SAUNA
(E) SAUNA
(E) SAUNA
E1
E2
E1
E3
E4
E5
E4
AA A A A
A
A
A
A
A
B
B
B
B
28'-2"
9'-8"
4'-11"
21'-10"
1
5
'
-
8
"
20
'
-
8
"
29'-4"32'-11"
3
7
'
-
8
"
1
0
'
-
2
"
24
'
-
5
"
62'-10"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
1
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
2
"
4
'
-
7
"
3'-11"
4'-6"
5'-9"
69'-6"
7'
-
5
"
4'-11"
5
'
-
7
"
2
'
-
2
"
1
1
'
-
2
"
5
'
-
8
"
5
'
-
4
"
C
C
C
C
TYP.
1
3
D1
2
6
TYP.
1
TYP.
1
4
4
5
7
SCALE: 1/4"=1'-0"
EXISTING FLOOR PLAN
A-1.0
1
NORTH
SHEET NO.
LA
G
R
E
E
-
O
L
O
G
Y
F
I
T
N
E
S
S
31
0
S
1
S
T
A
V
E
N
U
E
A
R
C
A
D
I
A
,
C
A
9
1
0
0
6
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
11
N
o
v
e
m
b
e
r
,
2
0
2
5
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
10 - 31 - 2026
ST
U
D
I
O
A
N
D
W
E
L
L
N
E
S
S
C
E
N
T
E
R
WALL LEGEND
EXISTING WALL TO BE DEMOLISHED
FLOOR PLAN KEY NOTES
EXISTING WALL TO REMAIN
A-2.0
Existing Demo
& Proposed
Second Floor
Plan
AHJ APPROVAL
(N) THERAPY
ROOM
(N) SAUNA
(N) ADA
SAUNA ROOM
(N) THERAPY
ROOM
(N) SAUNA
(N) SAUNA
(N
)
B
E
N
C
H
(E) MAIN EXERCISE ROOM
(E) LOBBY
(E
)
C
H
E
C
K
-
I
N
CO
U
N
T
E
R
(E) ALL-GENDER
(E) ALL-GENDER
(E) STORAGE
(E
)
E
X
I
T
(E)
EXIT
(E
)
EX
I
T
(E) EP
(
E
)
E
X
I
T
(E) HALLWAY
5'
-
1
"
5'
-
1
1
"
5'
-
1
1
"
5'
-
2
"
5'-6"
3'
-
6
"
3'-4
"2'-9"
3'
-
0
"
5'-5"
1'
-
6
"
8'-8"
8
"
4'
-
2
"
4
'
-
3
"
1'
-
2
"
1'
-
9
"
4'
-
2
"
1'
-
9
"
4'
-
2
"
1'
-
9
"
2'
-
2
"
5'
-
9
"
1'
-
9
"
4'
-
1
1
"
6'
-
1
0
"
9'-0"
4'
-
6
"
4'-5"
E1
E2
E1
E3
E4
E5
E4
AA A A A
A
A
A
A
A
B
B
B
B
28'-2"
9'-8"
4'-11"
21'-10"
1
5
'
-
8
"
20
'
-
8
"
29'-4"32'-11"
3
7
'
-
8
"
1
0
'
-
2
"
24
'
-
5
"
62'-10"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
1
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
0
"
3
'
-
2
"
4
'
-
7
"
3'-11"
4'-6"
5'-9"
69'-6"
7'
-
5
"
4'-11"
5
'
-
7
"
2
'
-
2
"
1
1
'
-
2
"
5
'
-
8
"
5
'
-
4
"
C
C
C
C
E6
8'-0"
8'-1"
4'-11"
7
'
-
4
"
7
'
-
1
1
"
1'-3"
4'-5"7
7
7 7
7
7
1
1
1
4
2
3
3
4
PROPOSED FLOOR PLAN
A - 2.0
SHEET NO.
LA
G
R
E
E
-
O
L
O
G
Y
F
I
T
N
E
S
S
31
0
S
1
S
T
A
V
E
N
U
E
A
R
C
A
D
I
A
,
C
A
9
1
0
0
6
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
11
N
o
v
e
m
b
e
r
,
2
0
2
5
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
10 - 31 - 2026
ST
U
D
I
O
A
N
D
W
E
L
L
N
E
S
S
C
E
N
T
E
R
SCALE: 1/4"=1'-0"
PROPOSED FLOOR PLAN
A-1.0
1
NORTH
WALL LEGEND
FLOOR PLAN KEY NOTES
EXISTING WALL TO REMAIN
NEW 2X METAL STUD WALL W/ 5/8" DRYWALL
ON BOTH SIDES.
AHJ APPROVAL
ME
T
A
L
D
O
O
R
AL
U
M
/
G
L
A
S
S
EN
T
R
A
N
C
E
D
O
O
R
DOOR TYPES
10
"
34
"
-
4
4
"
60
"
SEE DOOR
SCHED.
6'-0"
7'
-
0
"
TT
5'
-
8
"
10
"
6"
34
"
-
4
4
"
WO
O
D
D
O
O
R
SEE DOOR
SCHED.
SE
E
D
O
O
R
S
C
H
E
D
.
34
"
-
4
4
"
3'-0"
7'
-
0
"
ME
T
A
L
D
O
O
R
ST
O
R
E
F
R
O
N
T
SEE WINDOW
SCHED.
7'
-
0
"
DOOR SCHEDULE
FINISHMATERIAL
FRAME
MATERIALSIZE
DOOR
DOOR
#TYPE
HARDWARE REMARKS
FINISH
REMARKS:
THE BOTTOM 10 INCHES OF ALL DOORS SHALL HAVE A SMOOTH AND UNINTERRUPTED SURFACE.1.
2.
3.
4.
EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT.
5.
THE FORCE FOR OPENING DOORS SHALL NOT EXCEED 5 LBS.
THE ACTUATING PORTION OF THE RELEASING DEVICE SHALL EXTEND AT LEAST ONE-HALF OF THE DOOR LEAF WIDTH.
PANIC HARDWARE LISTED IN ACCORDANCE WITH UL 305.
E1
E3
E2
GLASS FACTORY HOLLOW METAL EXISTING (E)PUSH & PULL; (E)SELF-CLOSING(E) 6'-0" X 6'-8" X 1-3/4"A1
E4
FACTORYC2HOLLOW METALSEMI-GLOSS PAINT(E) 2'-6" X 6'-8" X 1-3/4"
E5
E6
FACTORYB1HOLLOW METAL (E)HINGESEMI-GLOSS PAINTMETAL(E) 3'-0" X 6'-8" X 1-3/4"
7
SOLID WOOD
FACTORYD2HOLLOW METALSEMI-GLOSS PAINT(N) 2'-6" X 6'-8" X 1-3/4"METAL
STOREFRONT SCHEDULE
FINISHMATERIAL
FRAME
MATERIALSIZE
WINDOW
WIN
#
TYPE
HARDWARE REMARKS
FINISH
A GLASS FACTORY HOLLOW METAL EXISTING (E)FIXED GLAZING, TEMPERED(E) 6'-0" X 8'-0" X 4-3/4"E1
B GLASS FACTORY HOLLOW METAL EXISTING(E) 2'-4" X 8'-0" X 4-3/4"E1 (E)FIXED GLAZING, TEMPERED
REMARKS:
(E)SLIDING BARN
(E)SELF-CLOSING
2'
-
0
"
1'
-
0
"
34
"
-
4
4
"
SEE DOOR
SCHED.
T T
3'-0"
34
"
-
4
4
"
GLASS FACTORY FRAMELESS EXISTING (E)PUSH & PULL; (E)SELF-CLOSING(E) 6'-0" X 6'-8" X 1-3/4"A2
C1 HOLLOW METALSEMI-GLOSS PAINTSOLID WOOD(E) 3'-0" X 6'-8" X 1-3/4"FACTORY (E)PUSH & PULL; (E)SELF-CLOSING EXISTING WITH ACCESSIBLE SIGNAGE
5'
-
0
"
SEE DOOR
SCHED.
2'
-
0
"
3'-10"
6'
-
0
"
3'
-
0
"
C GLASS FACTORY HOLLOW METAL EXISTING(E) 3'-10" X 8'-0" X 4-3/4"E2 (E)FIXED GLAZING, TEMPERED
EXISTING, V.I.F. BY CONTRACTOR
EXISTING, V.I.F. BY CONTRACTOR
EXISTING, V.I.F. BY CONTRACTOR
EXISTING, V.I.F. BY CONTRACTOR
EXISTING, V.I.F. BY CONTRACTOR
EXISTING, V.I.F. BY CONTRACTOR
EXISTING, V.I.F. BY CONTRACTOR
SEE DOOR
SCHED.
EXISTING, V.I.F. BY CONTRACTOR
SEE DOOR
SCHED.
FACTORYC3HOLLOW METALSEMI-GLOSS PAINT(N 3'-0" X 6'-8" X 1-3/4"SOLID WOOD NEW SWING DOOR(N)PUSH & PULL; (N)SELF-CLOSING
SHEET NOTES
DOOR NOTES
TEMPERED SAFETY GLASS NOTES
FIRE NOTES
1
2
3
SHEET NO.
LA
G
R
E
E
-
O
L
O
G
Y
F
I
T
N
E
S
S
31
0
S
1
S
T
A
V
E
N
U
E
A
R
C
A
D
I
A
,
C
A
9
1
0
0
6
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
11
N
o
v
e
m
b
e
r
,
2
0
2
5
ERIC CHI WANG TSANG, AIA
No.DESCRIPTION DATE
10 - 31 - 2026
ST
U
D
I
O
A
N
D
W
E
L
L
N
E
S
S
C
E
N
T
E
R
A-4.0
DOOR &
STOREFRONT
SCHEDULE
ADJ STAMPED APPROVAL