HomeMy WebLinkAbout37915 Eiland Blvd (2)CHANGE OWNERSHIP OF AN
EXISTING RESTAURANT
GOLDEN PANDA RESTAURANT
37915 EILAND BLVD,
ZEPHYRHILLS, FL 33542
":.ALE: N.T.S.
SHEET INDEX
01
COVER SHEET
D1
DEMOLITION PLAN
Al
FLOOR PLAN
Al-1
EQUIPMENT PLAN
A2
LIFE SAFETY PLAN
A3
REFLECTED CEILING PLAN
A4
ARCHITECTURAL DETAIL
A5
ARCHITECTURAL DETAIL
M1
IHVAC PLAN
M2
ROOF TOP EQUIPMENT PLAN
I
M3
HOOD DETAIL
'
E1
ELECTRICAL PLAN
'>
E2
LIGHTING PLAN
�Is
E3
ELECTRICAL PANEL SCHEDULE
>
P1
ISANITARY PLAN
'>
P2
WATER SUPPLY PLAN
'
P3
PLUMBING RISER
P4
GAS RISER
P5
PLUMBING DETAIL
CODE
CLASSIFICATION:
2023
FLORIDA
BUILDING
CODE
-BUILDING (8TH EDITION)
2023
FLORIDA
BUILDING
CODE
-EXISTING BUILDING (8TH EDITION)
2023
FLORIDA
BUILDING
CODE
-ACCESSIBILITY (8TH EDITION)
2023
FLORIDA
BUILDING
CODE
-ENERGY CONSERVATION (8TH EDITION)
2023
FLORIDA
BUILDING
CODE
-MECHANICAL (8TH EDITION)
2023
FLORIDA
BUILDING
CODE
-FUEL GAS (8TH EDITION)
2023
FLORIDA
BUILDING
CODE
-PLUMBING (8TH EDITION)
2023
FLORIDA
FIRE PREVENTION
CODE (8TH EDITION)
2020
NATIONAL
ELECTRICAL CODE
PROJECT DATA:
1. TOTAL SQUARE FOOTAGE:
2. CONSTRUCTION TYPE:
3. USE/OCCUPANCY CLASSIFICATION:
4. FIRE SPRINKLER SYSTEMS:
5. BUILDING OCCUPANCY (PER 2023
[II
7
5,600 SQ. FT.
III-B
ASSEMBLY(A-II)
NO
FLORIDA BUILDING
CODE(8TH EDITION))
OCCUPANT LOAD(PER FBC 1004.5)
AREA PER
CALCULATED
SEAT
SPACE DESCRIPTION
SEATING TYPE
AREA
OCCUPANT
OCCUPANT
PROVIDED
LOAD
KITCHEN& SERVICE AREA
1451
SF
200
7
BUSINESS AREA(BUFFET
AREA, RECEPTION)
1007
SF
150
7
BOOTH
168
LF
18"
112
84
DINING AREA
UNFIXED TABLE
1504
SF
15
100
76
STORAGE
132
SF
300
1
WAITING AREA
42
SF
7
6
- TOTAL
233
160
NUMBER OF EXITS (FBC SECTION 1006.3)
REQUIRED: 2
PROVIDED: 4
EGRESS WIDTH (FBC SECTION 1005.1)
EXIT CAPACITY CALCULATIONS (DOORS) 233 X 0.25 (UNSPRINKLED)=58.25" REQUIRED
MAIN EXIT PROVIDED: 64" > 29.125" (58.25"/2) (50% OF THE REQUIRED CAPACITY)
OTHER EXITS PROVIDED: 128" > 29.125" (58.25"/2) (50% OF THE REQUIRED CAPACITY)
TOTAL EXIT PROVIDED: 192" > 58.25" REQUIRED
MAXIMUM EXIT ACCESS TRAVEL DISTANCE (FBC SECTION 1016.2)
MAX. TRAVEL
DISTANCE
ALLOWABLE MAX.
TRAVEL DISTANCE
TO FRONT
38'-10"
80'-5"(<200')
200'-0"
TO SIDE
55'-1 1 "
TO BACK
47'-7"
DEFERRED SUBMITTAL:
1. HOOD FIRE SUPPRESSION: HOOD FIRE SUPPRESSION
CONTRACTOR SHALL SUBMIT FIRE SUPPRESSION SHOP DRAWING
UNDER SEPARATE PERMIT.
FIRE SAFETY NOTE:
1. FIRE EXTINGUISHER, PER 2019 N.F.P.A. #10.
2. KITCHEN SUPPRESSION SYSTEM PROTECTION, PER APPLICABLE
PROVISIONS 2018 N.F.P.A. #96, AS MODIFIED.
FINISH NOTES:
1. INTERIOR FINISH SHALL COMPLY WITH 2O23 FBC 801.2 &
2.
EXIT ENCLOSURES AND EXIT PASSAGEWAYS: CLASS B
CORRIDOR: CLASS B
ROOMS AND ENCLOSED SPACES: CLASS C
CLASS A: FLAME SPREAD 0-25, SMOKE DEVELOPED 0-450
CLASS B: FLAME SPREAD 26-75, SMOKE DEVELOPED 0-450
CLASS C: FLAME SPREAD 76-200, SMOKE DEVELOPED 0-450
3. ALL DECORATIVE MATERIALS SUSPENDED FROM WALLS OR
801.4 & 806.
4. WALL AND CEILING FINISH SHOULD MEET CLASS A, B, C,
5. FLOOR FINISH SHALL MEET EITHER: A) ASTM D 2859 FOR
MATERIALS OR B) HAS A MINIMUM CRITICAL RADIANT FLUX
CARPET FLOORING. PER NFPA. 101:12.3.3.5.3.
801.3, 803 AND 804.
CEILINGS SHALL MEET FBC
PER NFPA 101:12.3.3.3
CARPET AND CARPET LIKE
OF .1 W/CM2 FOR NON
6. FURNISHINGS, DECORATIONS AND SCENERY SHALL MEET NFPA.101:12.7.4
GENERAL NOTES:
1. THE CONTRACTOR SHALL FIELD VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR
TO ANY WORK AND SHALL BE RESPONSIBLE FOR ALL WORK AND MATERIALS
INCLUDING THAT FURNISHED BY SUBCONTRACTORS.
2. DIMENSIONS TAKE PRECEDENCE OVER DRAWINGS; DO NOT SCALE DRAWINGS TO
DETERMINE ANY LOCATION. THE OWNER SHALL BE NOTIFIED IF ANY
DISCREPANCY OCCURS PRIOR TO CONTINUING WITH WORK.
3. ALL CONSTRUCTION SHALL COMPLY WITH THE APPLICABLE BUILDING CODES
AND LOCAL RESTRICTIONS.
4. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL
EXISTING MECHANICAL AND ELECTRICAL SERVICES AND DISTRIBUTION SYSTEMS
WHETHER SHOWN OR NOT, AND TO PROTECT THEM FROM DAMAGE. THE
CONTRACTOR SHALL BEAR ALL EXPENSE OR REPAIR OR REPLACEMENT OF
UTILITIES OR OTHER PROPERTY DAMAGED BY OPERATIONS IN CONJUNCTION
WITH THE PERFORMANCE OF THE WORK.
5. ALL WORK SHALL BE ACCOMPLISHED WITH QUALITY WORKMANSHIP OF THE
HIGHEST INDUSTRY STANDARDS. ALL MATERIALS SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH THE MANUFACTURERS INSTRUCTIONS AND
RECOMMENDATIONS. MATERIALS AND METHODS SHALL CONFORM TO THE
APPROPRIATE NATIONAL TRADE BOOKS; I.E. TILE COUNCIL OF AMERICA,
HANDBOOK FOR CERAMIC TILE INSTALLATION; ARCHITECTURAL WOODWORK
INSTITUTE, "QUALITY STANDARDS." ETC.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB SAFETY, AND SHALL TAKE
ALL NECESSARY PRECAUTIONS TO ENSURE SAFETY OF WORKERS AND
OCCUPANTS AT ALL TIMES.
7. ALL ELECTRICAL, MECHANICAL, AND PLUMBING WORK SHALL CONFORM TO
STATE AND LOCAL REQUIREMENTS.
8. REMODEL WORK SHALL NOT OBSTRUCT, OR CAUSE TO BE INOPERATIVE,
EXISTING FIRE PROTECTION SYSTEMS. MODIFICATION TO FIRE PROTECTION
SYSTEMS SHALL BE PERFORMED BY A FIRE PROTECTION CONTRACTOR, WHO
SHALL OBTAIN A PERMIT FROM FIRE LOSS MANAGEMENT PRIOR TO WORK.
9. DECORATIVE MATERIALS, DRAPES, HANGINGS, ETC., SHALL BE NON FLAMMABLE
OR FLAME -PROOF PER STATE FIRE MARSHALL REQUIREMENTS.
10. MINIMUM FLAME SPREAD CLASSIFICATION OF INTERIOR FINISH SHALL CONFORM
TO THE BUILDING CODE AND LOCAL GOVERNING BUILDING CODES/ORDINANCES.
11. FIRE SUPPRESSION CONTRACTOR SHALL SUBMIT SEPARATE PERMIT APPLICATION
FOR APPROVAL.
PLUMBING FIXTURE CALCULATION (PER FBCP 403.1)
SPACE DESCRIPTION
ASSEMBLY-2(RESTAURANT)
TOTAL OCCUPANCY
LOAD
233
SEX
MALE 117
FEMALE 117
WATER CLOSET
REQUIREMENT
MALE 75
PER 1
FEMALE 75
PER 1
REQUIRED
2
2
PROVIDED
WATER
CLOSET
2
2
URINAL
1
LAVATORY
REQUIREMENT
MALE 1 PER
100
FEMALE 1
PER 100
REQUIRED
2
2
PROVIDED
3
3
SERVICE SINK
REQUIREMENT
1
REQUIRED
1
PROVIDED
1
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REVISION
1 1
2
3
4
5
6
7
PROJECT TYPE: RENOVATION
SCALE AS SHOWN
ISSUED DATE: 03-08-2024
DRAWN BY: A. F-EN G
CHECKED BY: A.LIANG
SHEET
01
- - _I ! I I I I It 7 1
GENERAL DEMOLITION NOTE:
1. THE FOLLOWING REQUIREMENTS FOR DEMOLITION, CUTTING AND PATCHING APPLY TO ALL WORK WHICH
IS ALTERED, WHETHER SUCH WORK IS NEW, EXISTING, RENOVATED OR REPLACED:
I 2. ASBESTOS SURVEY AND ABATEMENT: PRIOR TO DEMOLITION CUTTING TT NG OR PATCHING WORK, ENGAGE A
LICENSED ASBESTOS CONTRACTOR TO PERFORM AN ASBESTOS SURVEY, WHICH IDENTIFIES SPECIFIC
LOCATIONS WHERE ASBESTOS CONTAINING MATERIALS ARE FOUND, AND WHICH PRESCRIBES SPECIFIC
I I ACTIONS REQUIRED FOR ABATEMENT. ENGAGE A LICENSED ASBESTOS ABATEMENT CONTRACTOR TO
REMOVE OR ENCAPSULATE ALL ASBESTOS CONTAINING MATERIALS, ACCORDING TO THE
EXISTING RECOMMENDATIONS OF THE ASBESTOS CONSULTANT. WHERE ASBESTOS CONTAINING MATERIALS ARE
ENCAPSULATED IN THE BUILDING, PROVIDE THE OWNER WITH A DETAILED DESCRIPTION OF ALL
' °"Xio-°• REMAINING MATERIALS, INCLUDING LOCATIONS, APPROXIMATE QUALITIES, AND METHODS OF ECAPSULATED
AND INSTRUCTIONS FOR NOT DISTURBING THE ENCAPSULTED MATERIALS.
� I /
3. PRIOR TO DEMOLITION, CUTTING AND PATCHING, THE CONTRACTOR SHALL LOCATE AND DISCONNECT
UTILITY SERVICES AND ELECTRICAL / MECHANICAL SYSTEMS, OR TEMPORARILY CAP OFF SUCH SERVICES
3 TO THE AFFECTED AREAS. GIVE NOTICE TO, AND COORDINATE WITH UTILITY COMPANIES. OBTAIN
WRITTEN APPROVAL FROM, AND COOPERATE WITH OTHER PARTIES WHO MAY BE AFFECTED BY
INTERRUPTION OF SERVICES.
4. CLEARLY MARK THE AREAS AND LIMITS OF DEMOLITION, CUTTING AND PATCHING. IF FEASIBLE,
PRE—CUT THE LINE OF SEPARATION BETWEEN AREAS OF DEMOLITION AND AREAS TO BE PRESERVED.
UTILIZE DEMOLITION AND CUTTING TECHNIQUES WHICH ARE LEAST LIKELY TO DAMAGE SURROUNDING OR
w'wcR
I'v ,s o°- ADJOINING WORK. WHERE FEASIBLE, USE HAND TOOLS AND SMALL POWER TOOLS THAT ARE DESIGNED
FOR SAWING AND GRINDING, NOT HAMMERING OR CHOPPING. DO NOT USE EXPLOSIVES.
S. STRUCTURAL REQUIREMENTS: DO NOT CUT AND PATCH STRUCTURAL WORK IN A MANNER WHICH WILL
I
2 x REDUCE LOAD —CARRYING CAPACITY OR LOAD —DEFLECTION RATIO. WHERE STRUCTURAL WORK MUST BE
X CUT, PROVIDE ADEQUATE TEMPORARY SUPPORT (BRACING AND/OR SHORING) TO RESIST VERTICAL,
1 I I LATERAL AND DYNAMIC LOADS IN THE ENTIRE TRIBUTARY AREA OF THE AFFECTED STRUCTURAL
Rc"� X MEMBERS. WHERE REQUIRED, ENGAGE A LICENSED STRUCTURAL ENGINEER TO DESIGN SHORING /
EXISTING EXISTING EXISTING
BUFFET TABLE BUFFET TAB E BUFFET TAB E / / BRACING SYSTEMS AND JOINT OR CONNECTION DETAILS.
--- - - 6. OPERATIONAL AND SAFETY LIMITATIONS: DO NOT CUT AND PATCH OPERATIONAL ELEMENTS OR SAFETY
RELATED COMPONENTS IN A MANNER WHICH WILL REDUCE INTENDED PERFORMANCE OR SAFETY FACTOR,
OR WHICH WILL RESULT IN INCREASED MAINTENANCE OR REDUCED OPERATIONAL LIFE.
7. VISUAL REQUIREMENTS: DO NOT CUT AND PATCH WORK IN A MANNER WHICH WILL RESULT IN
II
LESSENING OF THE AESTHETIC QUALITIES OF THE BUILDING OR SITE, OR THAT WILL RESULT IN VISUAL
EVIDENCE OF CUT AND PATCH WORK. WHERE REQUIRED, EXTEND FINISH MATERIALS OVER ENTIRE
N ,4 1XI UNBROKEN SURFACE AREAS AFFECTED BY CUT AND PATCH WORK. REMOVE AND REPLACE CUT AND
PATCH WORK WHICH DOES NOT MEET VISUAL REQUIREMENTS.
I
1 8. PROTECTION: PROTECT OTHER WORK DURING CUTTING AND PATCHING OPERATIONS TO PREVENT
I� DAMAGE. PROVIDE PROTECTION OF ALL WORK FROM ADVERSE WEATHER CONDITIONS. WHERE
OPENINGS ARE CREATED IN ROOF OR EXTERIOR WALLS, PROVIDE TEMPORARY ENCLOSURE OF SUCH
OPENINGS ON A DAILY BASIS, AND WHENEVER ADVERSE WEATHER THREATENS OR EXISTS.
ID
1
DE- O❑TON PLAN
DEMl: _.ITION KEYED NOTES: I )
1. _�'EMOVE EXISTING PARTITION AND COUNTERS. TO REMOVE UNUSED ELECTRICAL WIRING BACK
10 NEAREST JUNCTION BOX.
2. ' 0 REMOVE EXISTING HOOD SYSTEM IN THE KITCHEN AREA
3. -10 DEMOLISH EXISTING RESTROOM.
4. ='OWER PANELS TO BE REMAINED.
5. 10 STRUCTURAL WORK.
6. 1,CCUMULATION OF AMBULATION OF COMBUSTIBLE WASTE MATERIAL, DUST, AND DEBRIS SHALL
,E REMOVED FROM THE STRUCTURE AND ITS IMMEDIATE VICINITY AT THE END OF EACH WORK
:.�HIFT OR MORE FREQUENTLY AS NECESSARY FOR SAFE OPERATIONS. NFPA 1:16.2.2.1
7. ,URING DEMOLITION EXITS AND FIRE SAFETY EQUIPMENTS SHALL BE CLEARLY VISIBLE AND
..iNOBSTRUCTED.
8. 7 XISTING CEILING SYSTEM TO BE REMAINED
9. =',NY STRUCTURAL WORK AND THE PROPOSED TEMPORARY BRACING TO MAINTAIN THE
:TRUCTURAL INTEGRITY DURING CONSTRUCTION.
ELECTRICAL DEMOLITION NOTES
1 . THE CONTRACTOR SHALL REMOVE ALL UNUSED AND ABANDONED WIRING AND CABLING FROM THE
CEILING THAT ISN'T LABELED FOR FUTURE USE, AS REQUIRED BY THE NEC. THIS SHALL INCLUDE BUT
IS NOT LIMITED TO FIRE ALARM, POWER, SECURITY, CONTROLS, DATA, TELEPHONE, A/C ETC.
2.CIRCUITS MADE SPARE SHALL BE UPDATED ON PANEL SCHEDULES. DIRECTORY CARDS SHALL BE
REPLACED WITH NEW TYPED DIRECTORIES, INCLUDING ALL NEW LOADS IN ADDITION TO SPARES.
HAND —MARKED NOTES WILL NOT BE ACCEPTED.
3.CARE SHALL BE TAKEN TO RELOCATE ALL EXISTING EQUIPMENT THAT IS BEING MOVED BUT REMAINING
AFTER COMPLETION OF WORK. THE CONTRACTOR SHALL BE RESPONSIBLE TO KEEP ALL EXISTING TO
REMAIN OR RELOCATED EQUIPMENT AT THE SAME LEVEL OF FUNCTIONALITY FROM THE ACCEPTANCE OF
THE CONTRACT OF FINAL COMPLETION. ANY DAMAGE OR LOSS OF FUNCTIONALITY SHALL BE REMEDIED
BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE OWNER.
4.EQUIPMENT INDICATED TO BE REMOVED AND NOT RE —USED SHALL REMAIN THE PROPERTY OF THE
OWNER AND RETURNED OR STORED AS DIRECTED.
5.CONDUITS AND RACEWAY SYSTEMS MAY BE ABANDONED WHERE CONCEALED HOWEVER SHALL BE
REMOVED WHERE EXPOSED. REMOVED OUTLETS SHALL BE PROVIDED WITH BLANK COVERS, COLOR PER
THE ARCHITECT'S DIRECTION.
6.EXISTING RACEWAYS AND WIRING ARE ALLOWED TO BE RE —USED PROVIDED THEY MEET THE
SPECIFICATIONS FOR THE NEW SYSTEM(S).
7.ALL OUTAGES SHALL BE COORDINATED WITH THE OWNER. THE CONTRACTOR SHALL PLAN TO MINIMIZE
ALL OUTAGES.
8.CIRCUITS SHALL STAY FUNCTIONAL WHERE DEVICES/FIXTURES ARE BEING DEMOLISHED THAT SHARE A
COMMON CIRCUIT WITH DEVICES/FIXTURES THAT ARE TO REMAIN. WIRING SHALL BE REMOVED AS FAR
AS POSSIBLE WHILE MAINTAINING EXISTING TO REMAIN OPERATION.
9.THE CONTRACTORS SHALL REMOVE ALL EXISTING ELECTRICAL EQUIPMENT NOT REUSED OR NOT
NECESSARY FOR THE COMPLETION OF THIS PROJECT.
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REVISION
1 1
2
3
4
5
6
7
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03_08_2024
DRAWN BY:
A.FENG
CHECKED BY:
A.LIANG
SHEET
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TAG LEGENDS
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SCALE AS SHOWN
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ISSUED DATE: 03_08_2024
DRAWN BY: A.FENG
CHECKED BY: A. LI AN G
SHEET
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STATION EL-
EXISTING
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ECG ., I P M ENT PLAN
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WOMEN
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WALK—IN
FREEZER
iO•_0„—xi 0_ _O"
(i)
EQLW" SCHEDULE
EQUIPMENT SCHEDULE
NO
CITY.
DESCRIPTION
MANUFACTURE
MODEL
U.L.N
S.F.
ELECTRICAL
GAS
WATER
WASTE
VOLT
PHS.
HP.
KW.
SIZE
BTUH
C.W.
1H.W.
DIR.
INO.
1
3
HOOD
ECON AIRE
U.L.
2
1
HOOD
ECON AIRE
3
2
RICE WARMER
AVANTCO
RCS860
N.S.F.
120
1
4
3
DEEP FRYER
PTICO
SG-16
N.S.F.
3/4"'
110.000 BTU
5
1
RICE COOKER
RINNAI
RER-55AS
N.S.F.
1/2"
35,000 BTU
6
1
CHINESE STOVE
WIN SUPPLY
WR-700
N.S.F.
1"
700.000 BTU
1"
3"
7
1
GRIDDLE
COOKING PERFORMANCE
G60—NG
N.S.F.
3/4"
150.000 BTU
8
1
CONVECTION OVEN
COOKING PERFORMANCE
FGC-200—NK
N.S.F.
3/4"
108,000 BTU
9
2
WORKTOP COOLER
AVANTCO
SS—WT-72R—HC
N.S.F.
115
1
1/3
0.59
10
2
SANDWICH UNIT
AVANTCO
C—SP72-16—HC
N.S.F.
115
1
1/3
0.59
11
2
HOT HOLDING UNIT
DELFIELD
N8887
N.S.F.
208
1
12
2
COLD HOLDING UNIT
DELFIELD
N8081
N.S.F.
120
1
13
1
COLD HOLDING UNIT
DELFIELD
N8056
N.S.F.
120
1
14
1
ICE MAKER
EXISTING
N.S.F.
115
1
1.75
15
6
HAND SINK
EAGLE/EXISTING
HAS— 10—F—LRS
N.S.F.
1/2"
1/2"
2"
16
1
3—COMP. SINK
REGENCY
N.S.F.
3/4"
3/4"
3"
17
1
2—COMP. SINK
REGENCY
N.S.F.
3/4"
3/4"
3"
18
1
REACH —IN COOLER
AVANTCO
GDC-23—HC
N.S.F.
19
1
MOP SINK
SELECTED BY OWNER
N.S.F.
1/2"
1/2"
2"
20
2
SODA DISP.
PROVIDE BY COCA —COLA
N.S.F.
21
1
WALK—IN COOLER
AMERICAKOOLER
19'—O" X8'-0"'
N.S.F.
208
1
1/3
1.52
22
1
WALK—IN FREEZER
AMERICAKOOLER
10'-0" X 10'-0"
N.S.F.
208
3
1/3
1
23
1
REACH —IN COOLER
AVANTCO
SS-3R—HC
N.S.F.
115
1
1/3
0.59
24
1
COUNTER
CUSTOM
25
WALL MOUNTED SHELVE(Stainless Steel)
EAGLE
PWE-14-3S
N.S.F.
26
LOT
TABLE(Stainless Steel)
EAGLE
T3036, T3072
N.S.F.
27
LOT
SHELVE(Stainless Steel)
EAGLE
1842S
N.S.F.
28
POS
CUSTOM
29
1
DISH WASHER
JACKSON
N.S.F.
208
1
10.1
3/4•"
3/4"
3'"
30
1
SOLID TABLE
EAGLE
N.S.F.
31
1
CLEAN TABLE
EAGLE
N.S.F.
32
1
ICE CREAM FREEZER
MASTER BILT
MSF-71AN
N.S.F.
115
1
1/3
0.59
33
2
DIP WELL
34
1
WATER HEATER
RINNAI
EU199
N.S.F.
3/4"
199.000 BTU
3/4"
3/4"
FINISH SCHEDULE
TOE BASE COVING
FLOOR
CEILING
WALL
DINING AREA
CERAMIC TILE.
CERAMIC TILE.
2X2 LAY -IN ACOUSTICAL CEILING, NON -PERFORATED, NON -FISSURED,
GYPSUM FIRECODE PAINTED W/2-COATS
SMOOTH, WASHABLE, LIGHT -IN COLOR. VINYL FINISH.
OF EPDXY PAINT.
2X2 LAY -IN ACOUSTICAL CEILING AND DRYWALL CEILING,
GYPSUM FIRECODE PAINTED W/2-COATS
BUFFET AREA
CERAMIC TILE.
CERAMIC TILE.
NON -PERFORATED, NON -FISSURED, SMOOTH, WASHABLE, LIGHT -IN
COLOR. VINYL FINISH.
OF EPDXY PAINT.
TOILET ROOM
CERAMIC TILE.
CERAMIC TILE.
EXISTING DRYWALL CEILING, NON -PERFORATED, NON -FISSURED,
CERAMIC TILE FINISHED 4 FEET A.F.F.
FIRECODE PAINTED W/2-COATS
SMOOTH, WASHABLE, LIGHT -IN COLOR. VINYL FINISH.
,GYPSUM
OF EPDXY PAINT.
KITCHEN AREA
QUARRY TILE.
QUARRY TILE.
EXISTING DRYWALL CEILING, NON -PERFORATED, NON -FISSURED,
STAINLESS STEEL BEHIND HOOD AREA
SMOOTH, WASHABLE, LIGHT -IN COLOR. VINYL FINISH.
AND FRP PANELING IN OTHER AREA.
FINISH NOTES:
1. ALL FINISHED SURFACES SHALL BE SMOOTH, EASILY CLEANABLE AND NON ABSORBENT.
2. ALL DAMAGE CREATED OR DISCOVERED IN THE PROCESS OF THE CONSTRUCTION PHASE OF THE PROJECT SHALL BE PROPERLY
REFINISHED IN AN APPROVABLE MANNER. ALL SURFACE PENETRATIONS, CRACKS AND CREVICES ARE TO BE SEALED TO ELIMINATE
VERMIN HARBORAGE AREAS.
3. ALL PLUMBING PIPES, ELECTRICAL CONDUITS, GAS LINES, ETC. SHALL BE KEPT WITHIN THE WALL CAVITIES, ABOVE THE CEILING OR
UNDER THE FLOOR. IF THE GAS LINE MUST BE RUN OUTSIDE OF THE WALLS, THEN A CLEANALBE BRACKET MUST BE USED THAT WILL
BRACE THE PIPE AT LEAST 1 " OF THE WALL AND AT LEAST AT 12" OFF THE FLOOR.
4. UTILITY LINES SHOULD BE STUBBED OUT OF THE WALLS, FLOORS OR CEILINGS AT EACH PIECE OF EQUIPMENT SERVED.
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PROJECT TYPE:
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AS SHOWN
ISSUED DATE:
03_08_2024
DRAWN BY:
A.FENG
CHECKED BY:
A.LIANG
SHEET
FE
15
EXISTING EXISTING EXISTiNC'
Bt�FFET TABLE BUFh`E7 TABLE BUFFF TABL E
E � /
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ADA
FE1 COUNTER
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•
LIFE SAFETY LEGEND
— — —
MAXIMUM TRAVEL DISTANCE
DIRECTION OF EGRESS
FE1
FIRE EXTINGUISHER (FE)
a
FE1 SHALL HAVE MINIMUM RATING
OF 3A-40BC
FE1 TYPE ABC
PROVIDE 101 MULTI -PURPOSE FIRE
a
EXTINGUISHER MOUNTED WITH WALL
HOOKS AT 48' AFF AND CERTIFIED
FE-K TYPE K
PRIOR TO INSTALLATION. TRAVEL
DISTANCE BETWEEN FE NOT TO
EXCEED 75 FT
EXIT SIGN
®f
DIRECTIONAL EXIT SIGN
EMERGENCY LIGHTS
STATEMENT:
OUR DESIGN TO THE BEST OF OUR
KNOWLEDGE COMPLIES WITH THE 8TH
ED FFPC.
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1 1
2
3 1
4 1
5
6 1
7 I
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03_08_2024
DRAWN BY:
A.FENG
CHECKED BY:
A.LIANG
SHEET
R..F---LECTED CEILING PLAN
SCA..::: 1 /4"=1'-0"
SYMBOL SCHEDULE
MAY NOT USE ALL THE SYMBOLS
®2x4 SURFACE MOUNTED TROFFER
FLUORESCENT LIGHT FIXTURE
O CEILING MOUNTED
LIGHT FIXTURE
2x2 SURFACE MOUNTED
CEILING MOUNTED
6" DOWN LIGHT FIXTURE
TROFFER FLUORESCENT LIGHT
FIXTURE
TRACK LIGHT FIXTURE
SUPPLY
DIFFUSER
EXHUAST
DIFFUSER
RETURN
DIFFUSER
REFLECTIVE CEILING NOTES:
1. DROP CEILING HEIGHT IS SET AT 12'-0"
2. HARD CEILING HEIGHT IS SET AT 10'-3"
71�
12GA GALVANIZED WIRE
I
0 48" O.C. 3/8"0 ZINC THREADED
ROD
060" O.C. TYP,
II
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1/2" GYPSUM BOARD
3/8" METAL
SCREW 024"
3 5/8" METAL STUDS
O.C. TYP.
0 16" 0 C
1'-4"
4'-0"
SOFFIT DETAIL 1
SCALEXT•S•
EXISTING
EXTERIOR WALL
SOFFIT DETAIL 2
SCALEXT.S.
EXISTING TRUSS
P1000 UNISTRUT
i
EXISTING TRUSS,
3/8" DIA THREADED
ROD TO UNISTRUT
SEE DETAIL B
DETAIL
SCALEAT.S.
P1000 UNISTRUT
NUT
FENDER WASHER
___3/8 yDIA THREADED ROD
TO M ETALSTU D
BDETAIL
SCALEXT.S.
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I 1
2 1
3
4 1
5
6
7 I
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03_08-2024
DRAWN BY:
A.FENG
CHECKED BY:
A. LI AN G
SHEET
Er `� FOOD PAN
m O STAINLESS
STEEL
N ',.OVER 3/.
PLYWOOD
BUFFET TABLE SNEEZE GUARDS REQUIREMENTS:
(PER NSF STANDARD #2)
- ALL BUFFET TABLES MUST BE COVERED TOPS, SIDES & FRONTS.
- MINIMUM COVERAGE FRONT/SIDES 18" @ 30-45 DEGREE SLANTED GLASS
- CAN NOT EXCEED 13" ABOVE COUNTER SLANT
- BOTTOM LEADING EDGE OF THE FOOD SHIELD SHALL EXTEND A MINIMUM
HORIZONTAL DISTANCE OF 7" BEYOND THE FRONT INSIDE EDGE OF A FOOD WELL
TEMPERED GLASS
& TEMPERED--
STAINLESS STEEL
GLASS
SNEEZE GUARD
,Ig 2 ro
3/4" GRANITE
j
cn
COUNTER TOP
STAINLESS STEEL
-
OVER 3/4" PLYWOOD
_
3/4" PLY. WOOD
2"X3" WOOD STUD
N
2"X4" WOOD STUD
@24 O.C.
STAINLESS STEEL LEG
I- ffET TABLE DETAIL.
LE:N.T.S.
- Stainless Steel Channels
TEMPERED
GLASS TEMPERED GLASS &
STAINLESS STEED,
SNEEZE GUARD
m 3/4" GRANITE g
COUNTER TOP J
<c
- STAINLESS STEEL
_ OVER 3/4" PLYWOOD
3/4" PLY. WOOD
N 2"X3" WOOD STUD-
2"X4" WOOD STUD
@24 O.C.
STAINLESS STEEL LEG
FOOD PA
STAINLESS
STEEL
OVER 3/4°
PLYWOOD,_
N
DOOR SCHEDULE
NO.
MARK
SIZE
MATERIAL
FRAME
FINISH
RATING
REMARKS
1
STORE FRONT
3'-0" x 7'-0" x 1 3/4"
EXISTING
ALUMINUM& TEMPERED GALSS
ALUM
BRONZE
—
PANIC HARDWARE IS
REQUIRED
2
STORE BACK, SIDE
3'-0" x 7'-0" x 1 3/4"
EXISTING
HOLLOW METAL
METAL
PAINT
—
PANIC HARDWARE IS
REQUIRED
STORAGE, RESTROOM,
ADA COMPLIANT "MEN"
3
KITCHEN,
3'-0" x 6'-8" x 1 3/4"
EXISTING
HOLLOW CORE WOOD
WOOD
PAINT
—
&"WOMAN"SIGN MOUNTING
MECHANICAL ROOM
I
I
I
HEIGHT@ 48" AFF
DOOR NOTES:
1. LATCH SIDE CLEARANCES AT ALL DOORWAYS SHALL BE IN ACCORDANCE WITH FBCA, SECTION 404.2.4
2. ALL EXITS TO BE LABELED.
3. INTERIOR DOORS TO BE LABELED AS TO INTENDED USE.
4. ALL EXIT DOORS SHALL BE PROVIDED WITH PANIC HARDWARE, EXCEPT FRONT DOOR, SEE REMARKS.
5. THE OPERATING DEVICE ON ALL DOORS SHALL BE CAPABLE OF OPERATION WITH ONE HAND AND
SHALL NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. THE
INTERIOR HINGED DOOR SHALL BE 5.0 POUNDS (22.2 N) MAXIMUM PER FBCA SECTION 404.2.9
6. ALL INTERIOR DOORS TO BE LEVER TYPE WITH DOOR CLOSERS AND 1 /2" THRESHOLD.
7. LANDINGS SHALL BE PROVIDED AT EVERY REQUIRED EXIT IF ABOVE OR BELOW GRADE AND THEY
SHALL BE A MINIMUM OF 36 INCHES IN WIDTH AND 44 INCHES LONG IN THE DIRECTION OF TRAVEL
PER FBCB SECTION 101.1.6
VINYL FACE 9
20 GAUGE METAL STUD . ACOUSTICAL CEILING E
@4'OC_/
t�0
STAINLESS STEEL FIM5H
5/5" GYPSUM WALL BOARP
3" AIR SPACE
3 5/8" METAL STUDS
SELF -SERVE @ 6" O.C.
AREA,
STAINLESS STEEL FINISH
SNEEZE GUARD--,,
1
GRANITE FINISH TOP, {
— CERAMIC TILE_
618" GYPSUM WALL BOA:R500
— 3 5/5" METAL STUDS
3/8" DIA THREADED RO[
ANCHORED TO TOP COI
EXISTING STEEL BAR JOI
I
HOOD nl
4' --- - OPEN
KITCH E
1211O
i m
CERAMIC TILT
FINISHED WALL
I
GRIDDLE
N
N @ I G" O.C. 6" COVE BA5E
STAINLESS STEEL FINISHED
6 COVE BASE"k? PINI HED F IOOR
5TAINLE55 STEEL LEG
ECTON THR❑. OPEN KITCHEN AREA
:LJALE:N.T.S.
EXISTING ROOF TRUST
3 5/8" STEEL STUDS
3 5/8" STEEL STUDS
CEIUNG \
J.
10 —0 A.F.F. BUILDING STANDARD
CEIUNG PANEL &GRID
FASTEN STUD
RUNNER TO
CEILING GRID
@ 48" 0C. (MAX.)
3 548" STEEL STUDS
@ �4' O.C. WITH
RUNNER @ TOP
& BOTTOM
@ 72 GA,
BARD EAPHUM
SIDE
QBASE (SEE
,,—FINISH SCHEDULE)
: ((ggEE GALV. STEEL FLOOR TRACK ATTACHED i� FLOI RI SCHEDULE)
@ FASTENERS @ 24' MAXIMUM SPACING _i
WALL DETAILS
<` 'v 1 SCALE:N.T.S.
TOP OF WALL
4'-6' A.F.F.
CORNER BEAD, TAPED
AND SPACKLED
3 5/8" STEEL STUDS
@ 4" O.C. WITH
RUNNER @ TOP
& BOTTOM
@22 GA.
1 /2,' GyPzUM
BOARD EACH
SIDE
BASE (SEE
FINISH SCHEDULE)
F OORWG SEE
FINISH SCHEDULE)
W2 WALL DETAILS
SCALE:N.T.S.
D
`I-- #3 REBAR@36"O.C.
2" EMBED WITH EPDXY
6 MIL POLYTHL VAPOR
BARRIER PER FBC 1901.1
COMPACTED FILL 12" LIFTS TESTED TO 95% COMPACTION
CAP BETWEEN 18" TO 30" CONCRETE SLAB ON GRADE
NEW 4" THICK CONCRETE SLAB MINIMUM OF 3000PSI
6 MILL VAPOR
BARRIER ON 4" MIN. TERMITE TREATED COMPACTED FILL
Iko
X •X D X X .X
SCALE:N.T.S.
18 min.
(A) FRONT APPROACHES
X I I PUSH SIDE
l
LOCKSETS
WEATHERSTRIP(W)
NO.
TYPE
MODEL
FINISH
BRAND
1
THRESHOLD
171A-36"
AL
PEMCO
2
THRESHOLD
171A-36"
AL
PEMCO
3
WEATHERSTRIP
SET 303-AV
AL
PEMCO
4
DRIP CAP
346C-36"
AL
PEMCO
5
DOOR BOTTOM
216AV-36"
AL
PEMCO
PANIC(C)
NO.
TYPE
MODEL
FINISH
BRAND
1
SURF. MINT RODDED PANIC
MANUR STNDRD
US32D
KAWNEER
2
PANIC -RIM DEVICE
98/98 RIM
US32D
VON DUPRIN
PUSH/PULL(P)
NO.
DIRECTION
TYPE
MODEL
FINISH
BRAND
1
LEAF
PULL
980P
US32D
HAGER
2
LEAF
PUSH
1105
US32D
HAGER
3
LEAF
PULL
MANUFACTURER'S STANDARD
NOTE:
1. ALL INTERIOR DOOR HARDWARE TO BE SCHLAGE TYPE "AL -SERIES," REF. BUYER
SPECIFICATIONS FOR FINISHES.
2. KEY ALL LOCKS TO MATCH ENTRANCE DOOR LOCKS.
3. IF NO EXISTING PANIC HARDWARE ON EXISTING EXTERIOR DOORS, USE C-1 FOR
DOUBLE LEAF OPENINGS AND C-2 FOR SINGLE.
PULL SIDE PULL SIDE
24 min.
E X
T �
NOTE: x = 36 IN MINIMUM IF y = 60 IN NOTE: y = 54 IN MINIMUM IF THE DOOR
x = 42 IN MINIMUM IF y = 54 IN. HAS A CLOSER.
(B) HINGE SIDE APPROACHES (C) LATCH SIDE APPROACHES
5.
PUSH SIDE
PUSH SIDE
>. 24 mr
x ='
r E
NOTE: x = 12 IR IF THE OOR NOTE: y = IN IF DOOR HAS NOTE: y = 48 IN
HAS BOTH A CLO R AN A LATCH. BOTH A LAT AN A CLOSER. CLOSER.
PROVISIONS FOR BARRIER FREE DOORN
SCALE: NTS
DOOR HAS A
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REVISION
1 1
2
3 i
4
5
6
7 I
PROJECT TYPE: RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
DRAWN BY:
AYENG
CHECKED BY:
A. LI AN G
SHEET
A4
I t
SERVICE COUNTER
TOTAL LENGTH:
18'-9"
ADA HEIGHT:
2'-10"
TOTAL HEIGHT:
3'-6"
3RANITE COUNTER TOP -
TOTAL WIDTH:
4'-0"
OR 3/4 PLYWOOD W/
MATERIAL:
1 " THICK
PLYWOOD W/ FRP COATING
FORMICA FINISHED
1; PLYWOOD W/ FORMICA
FINISHED
II
QQ
I
3/4 PLYWOOD W/
.
r,
FORMICA FINISHED
6" HEIGHT
TAINLESS STEEL LEG
f -E
f ---- MIN.
36" -/
FINISHED FLOOR - -
SYP ' :7LS OF ACCESSIBILITY AND THEIR BACKGROUND SHALL HAVE A
NOI -- ;LARE FINISH. SYMBOLS OF ACCESSIBILITY SHALL CONTRAST
WIT FHEIR BACKGROUNDS, WITH EITHER A LIGHT SYMBOL ON A
DAF BACKGROUND OR A DARK SYMBOL ON A LIGHT
BA( ROUND.
Z
I
WOMEN MEN T NOT IN
• • •• PICTOGRAM
• • •. •• S. • S S •. AREA
Ml' I,,71NG HEIGHT: CHARACTERS SHALL BE 48 INCHES MINIMUM
AN 50 INCHES MAXIMUM ABOVE THE ADJACENT FLOOR OR
GR ..ND SURFACE, MEASURED FROM THE BASELINE OF THE
CH - ACTERS.
M,. -STING LOCATION: WHERE A TACTILE SIGN IS PROVIDED AT A
DO THE SIGN SHALL BE ALONGSIDE THE DOOR ON THE LATCH
SIF
I�
9„
230
6" MAX.
150
(A) ELEVATION
8" MIN.
205
N
FIG.- 3062
TOE CLEARANCE
9" MIN.
230
430 - 635
(B) PLAN
11" MIN. I 635
280
(A) ELEVATION (B) PLAN
FIG. 306.3
KNEE CLEARANCE
NOTE:
EACH DOOR TO AN EXIT SHALL HAVE A TACTILE SIGN, MOUNTING
HEIGHT 48" MIN. AND 60" MAX. ABOVE ADJACENT FLOOR OR GROUND
SURFACE. INCLUDING RAISED LETTERS AND BRAILLE, STATING: DUT
BRAILLE SHALL BE MOUNTED 48" MIN. -60" MAX. AFF. TO THE
BASELINE OF THE BRAILLE. PER ANSI -Al 17.1-2012 SECTION 703.4.5
ICC/ANSI SECTION 703.3.10 & SECTION 703.4.5
CEILING
8'-0" A.F.F.
4'-0" A.F.F.
1'-6" A.F.F.
E 0
0
M
�Epit1
KNEE & T(
CLEARANCE
�O4
30"X48" CLEAR FLOOR SPACE- -
SERVICE COUNTER,/BAR FRONT APPROAC
EXIT }" Exir sicN
SWITCHES
a a I
Q
RECEPTACLES
FLOOR
DEVICE MOUNTING HEIGHTS DETAIL N.T.S.
NOTE:
HANDICAP ACCESSIBLE SEATING 5% OF TOTAL
SEATING CAPACITY TOTAL SEATING 160 X 5% =8
8 HANDICAP ACC. SEATS PROVIDED
FAC 308.2.1
UNOBSTRUCTED FORWARD REACH
00 KAAV
N
N
r
(A)
FAC 308.2.2
(B)
OBSTRUCTED HIGH FORWARD REACH
255 (A) 255 - 610
FAC 308.3.2
MIN. CLEARANCE FOR SEATING AND TABLES UNOBSTRUCTED SIDE REACH OBSTRUCTED HIGH SIDE REACH
FAC 309.3
OPERABLE PARTS SHALL BE PLANED WITHIN ONE OR MORE OF REACH RANGES
SPECIFIED IN 308
255
FAC 308.3.1
0
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REVISION
1 I
2
3 I
4
5
6
7
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
DRAWN BY:
A.FENG
CHECKED BY:
A.LIANG
SHEET
A5
GENERAL ELECTRICAL NOTES:
1. ALL ELECTRICAL WORK SHALL BE DONE IN STRICT ACCORDANCE WITH THE NATIONAL
ELECTRICAL CODE EDITION 2020
2. WIRING SHALL BE INSTALLED IN METAL CONDUIT OR MC CABLE. WHERE SUBJECT TO
PHYSICAL DAMAGE AND EXPOSE TO WEATHER, THE CONDUIT SHALL BE RIGID GALVANIZED.
3. ALL WIRES SHALL BE RATED FOR 600 VOLTS. MINIMUM CONDUCTOR SIZE SHALL BE
AWG#12. COPPER WIRING UNLESS NOTED OTHERWISE.
4. PROVIDE GROUNDING IN ACCORDANCE WITH THE NEC. ALL BRANCH CIRCUITS SHALL
CONTAIN EQUIPMENT GROUNDING CONDUCTOR.
5. ALL SWITCHES AND RECEPTACLES SHALL BE SPECIFICATION GRADE, IVORY COLOR. INSTALL
48" ABOVE FINISHED FLOOR AND OUTLETS AT 36" ABOVE FINISHED FLOOR. UNLESS NOTED
OTHERWISE.
6. PROVIDE LIGHT FIXTURES PER THE FIXTURE SCHEDULE
7. PROVIDE ALL CIRCUIT BREAKER PER THE PANEL SCHEDULE. MULTI -POLE BREAKERS SHALL
BE COMPLETE UNITS.
8. CONDUIT, ROOF AND WALL, PENETRATIONS SHALL BE SEALED AGAINST MOISTURE AND SHALL
MAINTAIN THE REQUIRED FIRE RATING IN ACCORDANCE WITH UL SYSTEM 186. USE A UL
APPROVED, FIRE RATED SEALANT SIMILAR TO DOW CORNING FIRE STOP 2000.
9. LIGHTNING PROTECTION AND BUILDING GROUNDING SYSTEM TO BE INSTALLED PER NEC,
STATE AND LOCAL AMENDMENTS.
ELECTRICAL SYMBOLS LEGEND MAY BE USED ON PRUCT
NOTE - W ALL SYMBOLS
SYMBOLS
DESCRIP110M
SYMBOLS
DESCRIPM
DUPLEX RECEPTACLE MID. +18• AFF
ID
TPANVORM - SUE AS NOTED
240 VOLT RECEPTACLE (HT. AS REQ.)
PANEL - SIZE AS NXTTED
QUADRUPLEX RECEPTACLE, MID. +16•
F-FAN M- MOTOR
COIMfIERfOP ff. RECEPTACLE +42•
CKT. FKNIF M (B UmICATTS PANW i• DESX;#UTES f2R ff NUMBER
WP�Gf �
DUPLEX RECEPTACLE - N WECHER
4ee
E)QT/D ERGDICY LX#IT W. BATTERY BACK-UP.
PROOF EIt2,.OSUF E OR COVER,
GROLND FAULT NTEI&M.
DARGDO LOU W. BATTERY BACK-UP.
SIW POLE swlr H. MID +470
REMOTE HEAD
12
DUN. S 101, M@ +47'
03
2X4 niIOI§SCEIT LOW F IXIM A DESIGNATES FIXTURE TYPE
DUO NO. L11D +4r
15A NL
FLUORESCEIT LIGHTING MIGHT LPIT
O
,RIN= BOX. FLUSH IF POSSIBLE
O
RECESSED LIGHING FIXTURE B DESIGNATES FTXIURE TYPE
DWMCr SWRCH W/ STARTER
HOOD LOff
DI9OMNL:Cr SMM
NCAI'OESM LIGHT W/ 10OW BULB C DESIGNATES FOX TYPE
OCCUPANCY SENSOR
®
CEILING MOUNTED OUTLET
®
ExisnNG ELECTRICAL nMRE
KEY NOTE:
1. EXISTING AC SYSTEM NO CHANGE
2. EXISTING ELEC. RISER NO CHANGE.
3. EXISTING ELECTRICAL PANEL:
A;
C;
NO CHANGE.
- TO RECONNECT REPLACED BUFFET
TABLE CIRCUIT TO EXISTING BUFFET
TABLE CIRCUIT, CONTRACTOR SHALL
RE -VERIFY EXACT ELECTRICAL
SYSTEM ON THE JOB SITE.
- TO RECONNECT REPLACED EXHAUST
FAN AND MUA TO EXISTING
CIRCUIT, CONTRACTOR SHALL
RE -VERIFY EXACT ELECTRICAL
SYSTEM ON THE JOB SITE,
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REVISION
1 107/17/24
REVISION
2 1
3 1
4 1
5 1
6 1
7 I
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
DRAWN BY:
A.FENG
CHECKED BY:
A. LI AN G
SHEET
LIGHTING NOTES:
1.
PROVIDE A MIN. 50 FOOT— CANDLES OF LIGHT ON ALL WORKING SURFACES IN
THE
FOOD PREPARATION AREAS, EQUIPMENT AND UTENSIL WASHING AREAS, AT HAND WASHING
LAVATORIES, AND IN TOILET ROOMS.
2.
PROVIDE A MIN. 20 FOOT— CANDLES OF LIGHT AT A DISTANCE OF 30 INCHES
ABOVE
THE FLOOR IN WALK—IN COOLERS AND FREEZERS, DRY STORAGE AREAS, AND
IN ALL
OTHER AREAS.
3.
ALL LIGHTING FIXTURES AND LIGHT BULBS LOCATED WITHIN FOOD PREPARATION
AND
STORAGE AREAS SHALL BE SHIELD OR SHATTERPROOF.
4.
ALL THE EMERGENCY LIGHTS MUST BE CONNECTED TO NO SWITCHED LIGHTING
CIRCUIT.
5.
THE CONSTRUCTION DOCUMENTS SHALL SPECIFY THAT DOCUMENTS CERTIFYING
THAT THE
INSTALLED LIGHTING CONTROLS MEET DOCUMENTED PERFORMANCE CRITERIA OF
SECTION
C405 ARE TO PROVIDED TO THE BUILDING OWNER WITHIN 90 DAYS FROM THE
DATE OF
RECEIPT OF THE CERTIFICATED OF OCCUPANCY.
6.
CONSTRUCTION DOCUMENTS SHALL REQUIRE THAT WITHIN 30 DAYS AFTER THE
DATE OF
SYSTEM ACCEPTANCE, RECORD DRAWINGS OF THE ACTUAL INSTALLATION SHALL
BE
PROVIDED TO THE BUILDING OWNER, INCLUDING:
— A SINGLE —LINE DIAGRAM OF THE BUILDING ELECTRICAL DISTRIBUTION SYSTEM AND
— FLOOR PLANS INDICATING LOCATION AND AREA SERVED FOR ALL DISTRIBUTION.
PER
FBCE 405.6.4.1
LIGHT FIXTURE SCHEDULE
QUAN
TITY
DSCRIPTION
STATUS
WATT
SYMBOL
2X4 LED TROFFER LIGHT, 120V, 18
8
WATT/LAMP. 3500K
RELOCATED
54
2X2 LED TROFFER LIGHT, 120V, 18
WATT/LAMP. 3500K
NOT IN USE
36
62
6" RECESSED LED DOWNLIGHT 3500K.
NEW
18
0
LITHONIA TYPE: 65BEMW OR EQUAL
HANGING LED LIGHT 3500K.
NOT IN USE
18
TRACK LIGHT
NOT IN USE
36
SCONCE, DESIGNHOUSE: 573154 OR
EQUAL
NOT IN USE
18
Z
EXTERIOR BACK LIGHT W/ BATTERY
NOT IN USE
60
BACKUP
4
DAY- BRITE MCPHILBEN CXXL3RW
EXISTING/NEW
5
EMERGENCY EXIT LIGHT
7
HUBBELL LIGHTING, CU2SQB EMERGENCY
EXISTING/NEW
2
BATTERY LIGHT
Ll(__�--ITING PLAN
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REVISION
1 107/17/24
REVISION
2
3
4 I
5
6
7 i
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
DRAWN BY:
A. FEN G
CHECKED BY:
A, LI AN G
SHEET
------------------------------------------------------�
r-----------------------------� I
I I I
I I I I I I I I I I I
L J L_ J L_ J L_
r-_-� T T T T------I--� r� ,--�---,
I I EXISTING TRANSFORMER r-------, r-1---1___L__J__________� EXISTING 24 HOURS TIME
I A I I B I I I SWITCH WITH MANUAL OVERRIDE ( C
I Mi j r - - - - - - - - - - - - - - - - 1 I 1120/208 I I 120/208 1 L J FOR GENERAL LIGHTING 1120/208
EXISTING METER CENTER I
I I t I I � I I 1 3t,4W I I 1 t,3W I r -I 1 1 0,3w I
I I EXISTING 1 L. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - I 200A I I 200A I I I EXISTING 24 HOURS TIME I 200A I
I I I 1 I MAIN 1 1 1 OK A.I.C. I 110K A.I.C. I L J SWITCH FOR TENANT SIGN 110K A.I.C.
L T J I I I SERVICE I I M.C.B. I I M.L.O. I I M.L.O.
t l I I I
I I 120/208 I L____J L____J L____J
I I I I 3�,4W
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1--------------
1 i ALL ELECTRICAL EQUIPMENT I I
EXISTING INCOMING POWER IINDICATED BY A DASHED LINE IS', 1
j--------------------J ,_____EXISTING TO REMAIN 1 EXISTING POWER RISER DIAGRAM
I
EXISTING SERVICE GROUND,
CONTRACTOR SHALL VERIFY SC&EAT,S,
IN ACCORDANCE WITH NFC.
B0
5.90
A (OONNECTM)
EXISTING PANEL B 1 O 120/240 VOLT
FED BY: 200 AMP BUS
61 AM M.L.O. BREAKERINTERRUPTRATING: IXISTING A.I.C.
69 AW9 NOTES:
kV WA CKT CKT WA WA WIRE COND
A Bo C/B NO. NO. C/B A o B 0 LOAD DESCRIPTION SIZE SIZE
OV80
)
TOTAL
14.70
WA (OONNECTED)
16.
WA (NEC 220)
RE
ZE
LOAD DESCRIPTION
1/2"
2#12
f�Pf-CPTG-1
1.00
1P-20
/ti 1
2 /
1FL20 1.00 IX LGT-KITCI-EN
IX
112"
2#12
RECPT CEILING-2
1.00
1P 20
,� 3
4 .�
1P-20 0.80 REC 7rION
2#12
11T
IX
EX STORAGE & RESTROOM
1•�
1P-20
r� 5
6 /"�
1PL20 0.80 EXRECPTSHOW WINDOW
EX
112"
2#12
RECPT-CEILIM
1.00
1P-20
/ti 7
8 /1
11 0.80 IXLGT-WALK-IN UNITS
IX
IX
IX LGT HALLWAY
0.80
1P-20
9
10 n
1P-20 1.00 RECPT-CEILING-4
2#12
1/2"
IX
IX RBCPt
0.50
1 R20
n 11
12
-
1/2"
2#12
LGT DN M AREA
1.00
1P-20
/� 13
14 /�
1 P•20 1.00 IX LGT IXTERK3R
IX
1/2"
2#12
LGT DN M AREA
1.00
1P--20
15
16
-
-
n 17
18
-
EX
IX EuER AiNC:Y LGT
0.80
1P-20
/ti 19
20,-�
-
-
21
22 /r
-
-
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24 n
-
EX
IX STORE SIGN
1.20
1 P 20
.� 25
26 ,-N
-
-
27
-
-
29
30 /r
-
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32 /
-
-
33
34 / -
-
-
n 35
36 ,, •
-
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38 /�•
-
-
39
40
-
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-
41
42 n
- I
/
-
n 43
44
/
-
45
46 ,-O�-*%
- !
50
52/�
- !
F.T.L. CONNECTED LOAD:
- - -
TOTAL FEEDER CALCS
PER NEC ARTICLE 220 LIGHT
RECEPT
KITCHEN COUNT 0
REFRIG
10 KVA@100% + 50% REMAINING
%
125%
LOAD
7.0
% LOAD
kVA CONTIN 125% 2.5 kVA
kVA NON-CONTIN 100% 0.0 kVA
kVA HVAC 100% 0.0 kVA
kVA
TOTAL FEEDER LOAD 16.6 kVA
**
6.3
100%
0.8
100%
0.0
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REVISION
1 107/17/24
REVISION
2 1
3 1
4 1
5 1
6 1
7 I
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
DRAWN BY:
A. FEN G
CHECKED BY:
A. LI AN G
SHEET
EXISTING 12X10
H\ --.0 PLAN
:4A
350
100 T
EXISTING EXHAUST DUCT
THROUGH THE WALL TO
RESTROOM, IN 80 METAL
DUCT(TYP.)
8"Pd�•
� __
IC1OFOM
�a , EX.
CFM
6"Sp
� s
100 E #
CFM
60
60
E
-
A
F l
R
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_
..
r7.. E -.-••-�-
-°'-.ter^ram _-,�
EXISTING 14X14
EXISTING 1OX8
z
EXISTING RETURN
250
cFM
AIR EXCHANGE
s�
GRIDDLE(TYP.)
OD
EXISTING
AHU# 1-4
EXISTING 18X16
5 TON
2000
CFM(EACH)
to0
X
CO
c�
z
L xx EXISTING 16X14
AIR EXCHANGE GI
1090
DESIGN NOTES:
DESIGN AND INSTALLATION TO
W/FBC 2023 8TH EDITION
-WIND LOADING:140 MPH,
-RISK CATEGORY: II
-IMPORTANCE FACTOR: 1=1.0
-EXPOSURE: "B"
-WIND LOADING:
ROOF LIVE LOAD: 20 PSF
VENTILATION CALCULATIONS
(BASED ON FBCM 8TH EDITION TABLE 403.3.1.1)
OCCUPANCY CATEGORY
SQ FT
SF/P
P
CFM/P
CFM/SF
CFM (P)
CFM
(AREA)
TOTAL
CFM
NOTES
DINING AREA
1997
160
7.5
0.18
1200
359
1559
KITCHEN&SERVICE AREA
1451
100
145
7.5
0.18
1088
261
1349
BUSINESS
1007
50
50
5
0.06
252
60
312
KITCHEN (COOKING)
140
20
3
-7.5
-0.12
-21
-17
-38
TOILET ROOMS(PUBLIC)
319
5
-50
0
-250
0
-250
TOTAL CFM REQUIRED:
2933
AC UNIT OUTSIDE AIR CFM
PROVIDED
2000
MUA CFM
PROVIDED
8400
TOTAL CFM
PROVIDED
10400
NOTES:
FOR ALL CATEGORIES:
OCCUPANCY CATEGORY
AND DENSITY FROM TABLE 403.3.1.1 FBCM 8TH
VENTILATION GENERAL NOTES:
1. VENTILATORS & DUCT SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED
IN ACCORDANCE WITH SECTION 506.3.1 THROUGH 506.3.12 OF (2023
FBC-MECHANICAL 8TH EDITION), (NFPA 96 2017 EDITION CHAPTER 6
THROUGH CHAPTER 8)
2. EXHAUST HOOD SHALL BE DESIGNED, CONSTRUCTED AND INSTALLED IN
ACCORDANCE WITH 2O23 FBC-MECHANICAL, 8TH EDITION SECTION 507.2.5
THROUGH 507.2.9. AND NFPA 96 2017 EDITION CHAPTER 5.
3. TYPE I HOODS SHALL CONSTRUCTED OF STEEL NOT LESS THAN 0.043 INCH
(1.09MM) (NO. 18 MSG) IN THICKNESS, OR STAINLESS STEEL NOT LESS
THAN 0.037 INCH (0.94MM) (NO. 20 MSG) IN THICKNESS (5.1.1 NFPA 96
2017 EDITION).
4. EXHAUST FAN HOUSINGS SERVING A TYPE I HOODS SHALL BE
CONSTRUCTED OF STEEL (2023 FBC-MECHANICAL SECTION 506.5) AND
(8.1.4 NFPA 96 2017). EXHAUST FAN MOTORS SHALL BE LOCATED
OUTSIDE OF THE EXHAUST AIRSTREAM (2023 FBC-MECHANICAL SECTION
506.5.1.1) AND (7.8.1 NFPA 96 2017 EDITION).
5.
- GREASE DUCTS SERVING TYPE I HOODS SHALL BE CONSTRUCTED OF STEEL
HAVING A MINIMUM THICKNESS OF 0.0575 INCH (1.463 MM) (NO. 16
GAGE) OR STAINLESS STEEL NOT LESS THAN 0.0450 INCH (1.14 MM) (NO.
18 GAGE) IN THICKNESS. (2023 FBC-MECHANICAL SECTION 506.3.1.1) AND
(7.5.1 NFPA 96 2017 EDITION)
- ALL SEAMS, JOINTS, AND PENETRATION OF GREASE DUCTS SHALL BE MADE
WITH A CONTINUOUS LIQUID -TIGHT WELD OR BRAZE MADE ON THE
EXTERNAL SURFACE OF THE DUCT SYSTEM (PER 2023 FBC-MECHANICAL,
SECTION 506.3.2) AND (7.5.2.1 NFPA 96 2017 EDITION)
- DUCT JOINTS SHALL BE BUTT JOINTS OR OVERLAPPING DUCT JOINTS OF
EITHER THE TELESCOPING OR BELL TYPE. (PER 2023 FBC-MECHANICAL
SECTION 506.3.2.1.) AND (7.5.5 NFPA 96 2017 EDITION)
- DUCT -TO -HOOD JOINTS PER (2023 FBC-MECHANICAL SECTION 506.3.2.2)
AND (7.5.2.2 NFPA 96 2017 EDITION).
- DUCT -TO -EXHAUST FAN CONNECTIONS PER (2023 FBC-MECHANICAL
SECTION 506.3.2.3) AND (7.5.1 NFPA 96 2017 EDITION)
- VIBRATION ISOLATION CONNECTOR FOR CONNECTING A DUCT TO A FAN
SHALL BE (2023 FBC-MECHANICAL SECTION 506.3.2.4.)
- GREASE DUCT SUPPORTS (2023 FBC-MECHANICAL SECTION 506.3.3)
6. GREASE DUCT SYSTEMS SERVING A TYPE I HOOD SHALL HAVE A
CLEARANCE TO COMBUSTIBLE CONSTRUCTION OF NOT LESS THAN 18
INCHES (457 MM) (2023 FBC-MECHANICAL SECTION 506.3.6) AND
(SECTION 13-4.1 OF NFPA1, THE FIRE CODE 2023 EDITION)
7. THE FIRE EXTINGUISHER SYSTEM MUST BE INSTALLED BY A LOCAL
LICENSED COMPANY, SEPARATE PLAN MUST BE SUBMITTED TO LOCAL FIRE
DEPT. FOR APPROVAL. (SECTION 13-2.1 THROUGH 13-3.9 OF NFPA1, THE
2023 FIRE CODE) AND (SECTION 10.1 THROUGH 10.2.6 OF NFPA 96 2017
EDITION)
8. ALL ELECTRICAL WORK MUST BE DONE BY LOCAL LICENSED ELECTRICIAN.
KEY NOTE:
1. GREASE HOOD FIRE SUPPRESSION CONTRACTOR SHALL SUBMIT SHOP
DRAWING FOR APPROVAL AND PERMIT.
2. EXHAUST DUCT SHALL BE 18" AWAY FROM ANY COMBUSTIBLE MATERIAL
3. ACTIVATION OF FIRE SUPPRESSION SYSTEM SHUTS OFF ALL FUEL
SOURCES, GAS AND ELECTRICITY UNDER THE HOOD INCLUDING SUPPLY
AIR, LEAVES EXHAUST FAN RUNNING.
4. AN AUTOMATIC SUPPRESSION SYSTEM PROVIDING MANUAL ACTIVATION
SHALL BE INSTALLED IN THE KITCHEN HOOD SYSTEM.
5. CONTRACTOR TO BALANCE THE AIR PER FBC 2023, SEC 601.4.
PRESSURE DIFF. ACROSS CLOSED DOORS WHERE RETURNS ARE
CENTRALLY LOCATED SHALL BE LIMITED TO 0.01 INCH WC OR LESS.
6. CONTRACTOR SHALL PROVIDED TEST AND BALANCE REPORT BEFORE FINAL
MECHANICAL INSPECTION PER FECC 2023 SEC C408.2.2
NEW EXHAUST FAN & M
ID
SERVICE
MFR. & MODEL
TYPE
LOCATION
#
KEF-1.2,3
KITCHEN
ECON AIRE OR
ROOF
EQUAL
KEF-4
KITCHEN
ECON AIRE OR
ROOF
EQUAL
FAN NOTES:
1. ALL FANS
TO BE PROVIDED AND INSTALLED BY MECI
2. PROVIDE
FAN WITH CEILING TO INLINE CONVERSION F
3. PROVIDE
BACK -DRAFT DAMPER.
4. PROVIDE
WEATHERHOOD
5. FAN SHALL OPERATE WITH LIGHT.
AIR BALANCE SUMMARY
ID
LOCATION
SUPPLY
RETURN
OUTSIDE
MAKE UP
EXHAUST
PRESSURE
EX. AHU-1
2000
1500
500
500
EX. AHU-2
2000
1500
500
EX. AHU-3
2000
1500
500
EX. AHU-4
2000
1500
500
NEW KEF-4
-1500
KEF-1
-2700
- 200
KEF-2
-2700
DEF-1
-500
MUA-1
4000
KEF-3
-2700
MUA-2
4400
EX. TEF-1
RESTROOM
-250
-250
2000
B400
-10350
50
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❑
REVISION
1 1
2
3
4
5
6
7
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
DRAWN BY:
A.FENG
CHECKED BY:
A.LIANG
SHEET
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MAX. 10' SPACING
SUPPLY DUCT � I
MANUAL VOLUME DAMPER
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-5/8" GYP. BD.
3/8" Ceramic Tile
3 5/8" metal studs
MINIMUMRADIUS
DIAMETER OR
PROVIDE AN AIR
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INSULATION BOOT.
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1 1
2
3 1
4 I
5 1
6
7 1
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
DRAWN BY:
A.FENG
CHECKED BY:
A,LIANG
SHEET
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STEEL HANGING ANGLE
EAVY DUTY NUT AND
ONE ABOVE AND ONE
'MG ANGLE
ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR
HANGING ANGLE IS PRE -PUNCHED AT FACTORY
(: ) B PSP HANGING ANGLE
3/8" DIA. ALL THREAD ROD
CONNECTED TO ROOF JOIST
THROUGH ANOTHER
HANGING ANGLE
STEEL HANGING ANGLE
3/8" DIA. HEAVY DUTY NUT
AND WASHER - ONE ABOVE
AND ONE BELOW HANGING ANGLE
ROD, NUTS, AND WASHERS TO BE SUPPLIED BY INSTALLING CONTRACTOR
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MIN. 1500' F GASKET
ALL AROUND
ANGLE BENDS A -A
12"�• � EXHAUST DUCT
A A
L-41 ACCESS
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- FASTENERS USED TO SECURE THE DOOR TO THE DUCT, DO NOT PENETRATE THE DUCT WALL
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Air Ventilation Duct Enclosure System
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Butt Joint / Overlap
Butt Joint / Collar Option 3' (75) Overlap / 3" (75) Overlap
Required for ULC Grease Duct Systems
TWO LAYER INSTALLATION OPTIONS
Telescope Wrap Option Butt Joint Option Checkerboard Wrap Option
SINGLE LAYER OR OUTSIDE LAYER INSTALLATION OPTIONS
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3 1
4
5
6
7 I
PROJECT TYPE:
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SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
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VOLUME BASED ON SEATS:
PUMP OUT FREQUENCY = 60 DAYS
EFFECTIVE CAPACITY OF GREASE= S X GF X HR/12 X RF
WHERE:
S= # OF SEATS = 160
HR= 10 HOURS PER DAY
GS= 25 GALLONS PER SEAT
RF= 0.75
EFFECTIVE CAPACITY OF GREASE=160 X (10/ 12) X 25 X 0.75 =2500 GALLONS
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TO CONNECT TO TO CONNECT TO
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SITE. 3. - SITE. EXISTING 4" GREASE LINE,CONTRACTOR
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F.D. FLOOR DRAIN
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ALL PLUMBING FIXTURES SELECTED BY OWNER
SUBMIT CAT CUTS FOR APPROVAL (TO OWNER)
WASTE PLUMBING NOTES
1. CONNECT NEW WASTE LINE TO
EXISTING WASTE LINE BELOW FLOOR.
CUT EXISTING FLOOR TO INSTALL, &
PATCH FLOOR TO MATCH EXISTING
CONSTRUCTION.
2. EACH WELL OF A MULTIPLE
COMPARTMENT SINK SHALL DISCHARGE
INDEPENDENTLY TO A WASTE RECEPTOR.
3. TO INSULATE DRAINS AT PUBLIC
LAVATORIES. PER ACCESSIBILITY 606.5
NEW PLUMBING FIXTURE SCHEDULE
ALL EQUIPMENT ARE TO BE INDIRECTLY DRAINED EXCEPT HAND SINKS, LAVATORY, MOP SINK
FIXTURE
MANUFACTURE
TYPE
MODEL
DESCRIPTION
PIPE SIZE
REMARK
TRAP
WASTE
VENT
C.W.
H.W.
W.C.
AMER STAND
CAD 17"H EL
16/PA
3042.109
4086.800
P.A. FLUSH TANK
1.69 GPF
3"
2"
1 /2"
17" HIGH ELONGATE
IGHT
BOW HAND FLUSH
FLUSH
LAV.
AMER STAND
LUCERNE
355.012
METERING FAUCET
T&S B-0712 OR
EQUAL
1-1/4"
2"
2"
1 /2"
1 /2"
MTG. RIM 34" AFF. HOT
WATER SUPPLIED TO
LAVANTROY FIXTURES
SHALL BETWEEN 85`F
TO 109F
HAND SINK
REGENCY
HAND SINK
600HS12SP
FAUCET & DRAIN
INCL.
1-1/4"
2"
2"
1/2"
1/2"
3-COMP SINK
REGENCY
3-COMP SINK
60OS318242G
1-1/2"
3"
2"
3/4"
3/4"
2-COMP SINK
REGENCY
2-COMP SINK
60OS218242G
1-1/2"
3"
2"
1 /2"
1 /2"
DISH WASHER
JACKSON
DOOR TYPE
CONSERVER XL
DRAIN
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3"
2"
1 /2"
1 /2"
C.O.
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1 1
2 1
3 1
4
5 1
6 1
7 I
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03-08-2024
DRAWN BY:
A.FENG
CHECKED BY:
A.LIANG
SHEET
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3/4' H.W.
-0 3/4' C.W.
3/4' H.W.
CONNECTED TO EXISTING 1"
COLD WATER SUPPLY LINE.
CONTRACTOR SHALL
RE -VERIFY EXACT LOCATION
AND SIZE ON THE JOB SITE
WATER PLUMBING NOTES
1. CONNECT NEW HW AND CW SUPPLIES TO
EXISTING PIPING ABOVE CEILING.
2. PROVIDE INDIVIDUAL BACKFLOW
PROTECTION FOR ALL WATER OUTLETS
CONNECTIONG DIRECTLY TO ANY MIXING,
BREWING, DISPENSING APPLIANCE, SODA,
FILTER, ICE MAKER, DEVICE OR APPARATUS
AS REQUIRED BY FLORIDA BUILDING CODE
PLUMBING 608.3 AND 608.15
3. PLUMBING MATERIALS:
COLD WATER—CPVC. PIPING
HOT WATER— CPVC PIPING
SANITARY— PVC PIPING
GAS— METALLIC
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REVISION
1 1
2
3
4 I
5
6
7 I
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03_08_2024
DRAWN BY:
A.FENG
CHECKED BY:
AIIANG
SHEET
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2
3
4
5
6
7
PROJECT -TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03_08_2024
DRAWN BY:
A. FEN G
CHECKED BY:
A. LI AN G
SHEET
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Gt G RISER DIAGRAM
SCE?+N.T.S.
SEDIMENT
TRAP
7
GAS PIPING CALCULATION BASED ON TABLE 402.4(2) OF 2020 FBC-GC
TOTAL RUN FROM POINTS OF DELIVERY
TO THE REMOTE OUTLET(FT):115'
TOTAL BTUH= 1,920K
NOTE: (2020 FBC-FUEL GAS CODE, SECTION 410.2)
1. A TEE FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE
INSTALLED BETWEEN THE MP REGULATOR AND ITS UPSTREAM SHUTOFF
VALVE. SUCH TEE FITTING SHALL BE POSITIONED TO ALLOW CONNECTION OF
A PRESSURE -MEASURING INSTRUMENT AND TO SERVE AS A SEDIMENT TRAP.
2. A TEE FITTING WITH ONE OPENING CAPPED OR PLUGGED SHALL BE
INSTALLED NOT LESS THAN 10 PIPE DIAMETERS DOWNSTREAM OF THE MP
REGULATOR OUTLET. SUCH TEE FITTING SHALL BE POSITIONED TO ALLOW
CONNECTION OF A PRESSURE -MEASURING INSTRUMENT.
GAS CALCULATION
NO.
CITY.
DESCRIPTION
BTUH(BTU)
TOTAL (BTU)
GAS SIZE
1
1
RICE COOKER
35K
35K
3/4"
2
1
7-CHINESE WOK
700K
700K
1-1 /4"
3
3
DEEP FRYER
110K
330K
3/41'
4
1
CONVECTION OVEN
108K
108K
3/41'
5
1
GRIDDLE
150K
150K
3/4"
6
3
EXISTING WATER HEATER
199K
597K
3/4"
TOTAL
1,920K
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REVISION
1 I
2
3
4
5
6
7 I
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03_08_2024
DRAWN BY:
A.FENG
CHECKED BY:
A.LIANG
SHEET
GWH GWH GWH
HW CW HW CW HW CW
T HW I T T
cW
HWR
WATER HEATER NOTES:
HWR
— UP TO FAUCET CONNECTIONS
THERMAL METER r-'
PROVIDE ESCUTCHEONS AT WALL
I
N
I
rl
C
PENETRATIONS. (TYPICAL)
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CD
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NOTE:
1.THE THERMOSTATIC MIXING VALVE THAT
CSAB125.3. WATER TEMPERATURE SHALL NOT
EXCEED 110 DEG F.
WATTS MMV—M 1 (OR EQUAL)
FOR SINGLE SINK APPLICATIONS.
SUPPLIED WITH REMOVABLE POSITION AND THERMAL METER,
SEPARATE CHECK STOPS, ROUGH BRONZE FINISH.
INSTALL IN SUPPLY PIPING BELOW FIXTURE.
SET TEMPERATURE AT 110OF MIXING.
MIXING VALVE PIPING SCHEMATIC
SCALE: NONE
1. WATER HEATERS SHALL BE INSTALLED PER MANUFACTURERS INSTRUCTIONS.
2. PROVIDE A TEMPERATURE AND PRESSURE RELIEF VALVE FOR EACH HEATER
SIZED PER MANUFACTURER'S RECOMMENDATIONS.
3. COORDINATE INSTALLATION OF ELECTRICAL SUPPLY AND CONTROLLERS WITH
THE ELECTRICAL CONTRACTOR.
'2 N
COLD WATER
SUPPLY
31ON TANK.
iL ST-25V.
BYPASS BALANCING VALVE "B"
BYPASS BALANCING VALVE "A"
BALANCING VALVE INSTRUCTIONS:
1. THERMOSTATIC MIXING VALVE DOES NOT OPERATE WHEN NO HOT WATER
IS BEING DRAWN FROM THE SYSTEM.
2. TEMPERATURE CONTROL IN THE RECIRC LOOP IS ACCOMPLISHED WITH
THE BALANCING VALVES. VALVES TO BE FULLY OPENED UPON SYSTEM
SETUP AND CALIBRATED DEPENDENT UPON OWNER NEEDS. CLOSE VALVE
"A" IF THE HOT WATER IS SPIKING TOO HIGH, CLOSE VALVE "B" IF THE HOT
WATER IS TOO COOL.
GAS WATER HEATER PIPING DETAIL
N.T.S
WA 1
80Gf ANIFOLD-SEE PLUMB
&OPT&S HOSE
; BALL VALVE
30W
QUICK DISCONNECT
EQUIP. GAS NIPPLE
ELBOW
RESTRAINING CABLE
BOLT TO WALL STUD
& EQUIP. FRAME
GAS QUICK DISCONNECT DETAIL
SCALE: NONE
3-COMPARTMENT SINK DETAIL
SCALE: NONE
:Piyj
-t-T-—i--•f-5 HWR
AQUASTAT/
CLOCK TIMER. LL VALVE
TACO MODEL 563. \
HWR'
BALL VAL ,
HOSE BB TACO 0013-F3 HOT
WATER RE IRC.
CHECKrLVE PUMP (T)o)
\ (115 1/6 HP)
AQUASTAT INSTRUCTIONS: \
1. THE TACO AQUASTAT MODEL 563 MOUNTS ON ANY "00" SERIES
CIRCULATOR. REF MANUFACTURER FOR FURTHER INFORMATION.
2. SET AQUASTAT CLOCK TIMER TO RUN THE RECIRCULATION PUMP DURING
FACILITIES HOURS OF OPERATION. COORD. W/ OWNER.
3. OPTIONAL TEMPERATURE CONTROL SETTING FOR THE AQUASTAT TO RUN
THE RECIRCULATION PUMP WHEN TEMPERATURE IN THE PIPE IS BELOW 115'
4. THE CLOCK TIMER IS THE PREFERRED METHOD OF INSTALLATION FOR ALL
HWR LINES AND THE ONLY OPTION OFR ALL HWR 140° LINES
a
4"
ROOF DECK
ROUTE VENT PIPING IN CEILING
SPACE TO TERMINATE VENT A
MINIMUM DISTANCE OF 10' FROM
FRESH AIR INTAKES
VENT PIPE
ROOF MASTIC
ROOF DECK
PACK W/ OAKUM OR
EQUAL MATERIAL TO
PREVENT ASPHALT
DRAINAGE
VENT THRU ROOF DETAIL
SCALE: NONE
CLEANOUT & ACCESS COVER
TO BE FLUSH W/TOP OF FLOOR
FINISHED FLOOR
1/8 BEND SOIL PIPE.
Y BRANCH SOIL PIPE.
C.O. NOT TO BE
LOCATED IN CARPETED
AREA.
SANITARY CLEANOUT
TO FLOOR SLAB
SCALE: NONE
AS NOTED__,
HUB DRAIN AND STANDPIPE
SCALE: NONE
I1
CAST BA""
TILE, 1/4'
SLOPE N
LATICRE
WATERP
MEMBRP
EPDXY C
DRAIN w
COLLAR
FLOOR
FLOOR DRAIN DETAIL
SCALE: NONE SELF PRIMING
TILE, SLOPE 1/4"/FT.
WATERPROOF MEMBRANE
CAST IRON HALF GRATE -
DOME STRAINER
CLAMP RING
CONC.—,.
FOR SI
TYPE,
FIXTUF
AND SI
FLOOR SINK DETAIL
SCALE: NONE
TYPICAL TRAP PRIMER DETAIL
SCALE: NONE
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REVISION
1 1
2
3
4 1
5 i
6
7 I
PROJECT TYPE:
RENOVATION
SCALE
AS SHOWN
ISSUED DATE:
03_08_2024
DRAWN BY:
A.FENG
CHECKED BY:
A.LIANG
SHEET
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