HomeMy WebLinkAboutPA2023-0112_20230531_Plans_36x24CLIENT / APPLICANT:
PROJECT TITLE:
DESIGNER / EXPEDITOR:
RAMON BAGUIO
4273 CANOGA AVE
WOODLAND HILLS, CA
310-562-5382
RBPLANDESIGN@GMAIL.COM
WWW.CALPLANDESIGN.COM
04 - 26 - 23
PROJECT ADDRESS:
PROJECT DESCRIPTION:
SHEET TITLE:
PROJECT CONTACT:
DRAWN BY: YU
(E) RESTAURANT
PROPOSED (N) BAR
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C.S.
106 MAIN STREET,
NEWPORT BEACH, CA, 92661
ASSESSOR MAP, NTS
NORTH
PARCEL ID: 048-132-07
PARCEL ADDRESS ZIP CODE: 92661-1324
VICINITY MAP, NTS
THIS SITE
NORTH
GENERAL NOTES:
1. GENERAL CONTRACTOR (G.C) TO REVIEW AND VERIFY ALL JOB CONDITIONS, DIMENSIONS, AND DETAILS PRIOR TO
BIDDING, PRICING AND CONSTRUCTION TO DETERMINE WHICH NOTES APPLY DIRECTLY TO GENERAL CONTRACTOR'S
RESPONSIBILITY. G.C. TO MAKE NOTE AND SUBMIT IN WRITTEN FORM TO DESIGNER ANY DAMAGES OR DEFICIENCIES,
NOTES OR SPECIFICATIONS.
2.ALL WORK SHOWN OR IMPLIED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED FULLY UNDERSTOOD IN
ALL RESPECTS BY THE GENERAL CONTRACTOR.
3.DRAWINGS ARE NOT TO BE SCALED, WRITTEN DIMENSIONS GOVERN. LARGER SCALE DRAWINGS GOVERN SMALLER
SCALE DRAWINGS.
4.DRAWINGS AND NOTES ARE COMPLEMENTARY. ANY WORK SHOWN OR REFERRED TO ON ANY ONE DRAWING SHALL BE
PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.
5.GENERAL CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF BUILDING MANAGEMENT, IF
ANY, IN ALL RESPECTS INCLUDING TRASH DISPOSAL, PARKING, HOURS OF OPERATION, ETC. GENERAL
CONTRACTOR IS RESPONSBILE TO ADHERE TO SUCH REGULATIONS FROM THESE DRAWINGS AND TO PROVIDE A COPY FOR
REVIEW BY ALL SUB-CONTRACTORS. G.C. TO NOTIFY DESIGNER / OWNER OF ANY CONFLICTS BETWEEN REGULATIONS
AND OTHER CONTRACTUAL DOCUMENTS PRIOR TO PROCEEDING WITH ANY WORK.
6. ALL WORK TO BE PERFORMED IN PUBLIC AREAS SHALL BE PERFORMED AS REQUIRED BY BUILDING RULES AND
REGULATIONS UNLESS OTHERWISE ARRANGED WITH OWNER.
7.GENERAL CONTRACTOR TO MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING
ALL PHASES OF CONSTRUCTION FOR USE OF ALL TRADES.
8.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL TRADES AND WORK RELATED
SPECIALTIES REQUIRED IN ORDER FOR PROJECT AND ITS PARTS TO COME TOGETHER PROPERLY AND FIT TO RECEIVE OR
BE RECEIVED BY WORK OF OTHER TRADES AND CONTRACTOR'S IMPLIED BY DRAWINGS OR NOTES.
9.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING AND FOR FEES FOR HOISTING EQUIPMENT AS MAY
BE REQUIRED BY THE WORK OF THE PROJECT.
10.ALL WORK SHALL CONFORM TO DRAWINGS AND SPECIFICATIONS BY DESIGNER AND OTHER PROJECT CONSULTANTS
AND SHALL BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED. ALL MANUFACTURER ARTICLES TO BE INSTALLED,
CONNECTED CONDITIONED AS DIRECTED BY MANUFACTURER, ALL WORK TO BE PERFORMED IN A GOOD WORKMANSHIP
MANNER.
11.SUB-CONTRACTORS SHALL BE RESPONSIBLE FOR REVIEWING AND UNDERSTANDING ENTIRE SET OF DRAWINGS AND
NOTING THEIR WORK AS APPLICABLE. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO DESIGNER FOR REVIEW , COMMENT,
AND APPROVAL BY WAY OF GENERAL CONTRACTOR PRIOR TO COMMENCEMENT OF WORK.
12.GENERAL CONTRACTOR TO BE SOLELY RESPONSIBLE FOR REMOVAL, REPLACEMENT, AND RECTIFICATION OF
ALL DAMAGED AND DEFECTIVE MATERIAL AND/ OR WORKMANSHIP IN CONNECTION WITH THE CONTRACT WORK
WHICH SHALL APPEAR WITHIN ONE YEAR FROM THE DATE OF SUBSTANTIAL COMPLETION AS DIRECTED BY DESIGNER
ANY COST ACCRUED BY DEFECTIVE OR ILL-TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INTERIOR
WORKMANSHIP OR MATERIALS, POOR SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY
RESPONSIBLE.
13.DURING ENTIRE PERIOD OF DEMOLITION AND CONSTRUCTION ANY AND ALL REQUIRED EXISTING EXITS, EXIT
LIGHTING AND FIRE PROTECTIVE SERVICES SHALL BE PROPERLY MAINTAINED. ALL WAYS OF TRAVEL FROM EXITS TO THE
STREET SHALL BE MAINTAINED FREE FROM ALL OBSTRUCTIONS IN CASE OF FIRE OR OTHER EMERGENCY.
14.GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY ADJOINING PROPERTY OR
WORK, AND PROTECT ALL EXISTING SURFACES OR FINISHES TO REMAIN DURING DEMOLITION AND CONSTRUCTION.
ANY DAMAGE TO THE SAME SHALL BE REPAIRED BY GENERAL CONTRACTOR AT G.C.'S EXPENSE TO 'LIKE-NEW'
CONDITION.
15.GENERAL CONTRACTOR SHALL VERIFY ALLOWED WORKING HOURS FOR ALL WORK DONE TO THE CORE TO
INCLUDE DRILLING, PATCHING, AND ELECTRICAL HOOK-UPS AND IS RESPONSIBLE FOR ALL COSTS NECESSARY TO
COMPLY WITH SUCH HOURS WITHIN BASE BID.
16.GENERAL CONTRACTOR IS RESPONSIBLE TO MAINTAIN JOBSITE CLEANLINESS AND REMOVAL OF ALL WASTE
MATERIALS FROM PREMISES AS GENERATED BY CONSTRUCTION DEMOLITION, DRYWALLING, AND ALL TRADE RELATED
WORK BY CONTRACTURAL WORK.
17.ALL WORK NOTED N.I.C. OR 'BY TENANT' OR 'BY OWNER' IS TO BE ACCOMPLISHED BY PERSONS OTHER THAN GENERAL
CONTRACTOR AND IS NOT TO BE PART OF CONSTRUCTION AGREEMENT.
18.GENERAL CONTRACTOR SHALL SECURE ALL REQUIRED PERMITS AND FEES ASSOCIATED WITH ALL BUILDING & SAFETY
DEPARTMENTS AND FORWARD COPIES TO APPROPRIATE PERSONNEL I.E. DESIGNER, AND / OR OWNER REPRESENTATIVE.
19.GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION SCHEDULE, AND LIST OF LONG LEAD ITEMS THAT MAY CAUSE
DELAY WITH SCHEDULING BY END OF FIRST WEEK OF CONSTRUCTION.
20. GENERAL CONTRACTOR SHALL SUBMIT SAMPLES, AND CUT-SHEETS WHERE REQUESTED FOR WRITTEN APPROVAL BY
DESIGNER, OR OWNER PRIOR TO MATERIAL ORDERING. NO MATERIAL SUBSTITUTIONS SHALL BE MADE WITHOUT PRIOR
CONSENT OF DESIGNER, AND / OR OWNER.
21.GENERAL CONTRACTOR TO SUBMIT IN WRITING ALL CHANGE ORDERS FOR ADDITIONAL WORK TO DESIGNER OR
OWNER REPRESENTATIVE FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL A SIGNED CHANGE ORDER IS
RETURNED TO GENERAL CONTRACTOR UNLESS NOTED OTHERWISE. ANY AND ALL CHANGES IN THE FIELD SHALL BE
APPROVED AND SIGNED BY THE DESIGNER AND / OR OWNER.
22.UPON COMPLETION OF THE WORK, THE GENERAL CONTRACTOR SHALL PROVIDE TO OWNER:
A. COPY OF INSPECTIONS REPORT & FINAL SIGN-OFF
B. CERTIFICATE OF SUBSTANTIAL COMPLETION (AIA DOCUMENT #G704)
C. COPY OF PERMIT CARD
D. BUILDING DEPARTMENT APPROVED DRAWINGS
E. WARRANTIES FOR SPECIFIED MATERIALS
F. RECORD/ AS-BUILD DOCUMENTS FOR M.E.P. SUB-TRADES
G. ELECTRICAL PANEL SCHEDULE
23.OCCUPANCY DURING CONSTRUCTION:
AREA OF WORK SHALL BE OCCUPIED BY DURING CONSTRUCTION. ADJACENT AREAS ARE OCCUPIED DURING
CONSTRUCTION.
24. ALL EQUIPMENT, PRODUCTS, AND MANUFACTURED MATERIAL SHALL BE INSTALLED IN STRICT ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS. GENERAL CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE MANUFACTURERS
INSTALLATION INSTRUCTIONS IN ALL RESPECTS.
25.ALL WORK SHALL COMPLY WITH THE REGULATIONS OF THE GOVERNMENTAL AUTHORITIES HAVING JURISDICTION. THE
SPECIFICATIONS SHALL BE SUPPLEMENTAL TO ALL LAWS AND CODES OF GOVERNMENTAL REGULATING BODIES RELATING
TO BUILDINGS, AND ALL APPLICABLE REQUIREMENTS SPECIFIED IN THESE REGULATIONS SHALL BE FOLLOWED AS THOUGH
SPECIFICALLY NOTED BY SUCH CODES OR LAWS. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY TO NOTIFY
dESIGNER OF ANY CONFLICTS BETWEEN THESE DRAWINGS AND LOCAL BUILDING CODES AS SOON AS THEY BECOMEAWARE
OF THEM.
26.DESIGNER AND OWNER SHALL HAVE ACCESS TO THE AREA OF WORK AT ALL TIMES
AND SHALL CONDUCT PERIODIC VISITS TO DETERMINE OVERALL PROGRESS AND
QUALITY OF THE WORK, AND TO CONFIRM GENERAL COMPLIANCE WITH
CONTRACT DOCUMENTS. DESIGNER SHALL HAVE NO RESPONSIBILITY FOR
MEANS AND METHODS OF CONSTRUCTION WHICH REMAIN THE SOLE
RESPONSIBILITY OF THE GENERAL CONTRACTOR.
27.DESIGNER SHALL HAVE THE RIGHT TO REJECT WORK WHICH DOES NOT CONFORM TO THE CONTRACT DOCUMENTS OR
IS OF SUB-STANDARD QUALITY. GENERAL CONTRACTOR SHALL CORRECT SUCH WORK AS DIRECTED. ADDITIONAL COSTS
ACCRUED BY NEGLECT OF THE GENERAL CONTRACTOR IS THE SOLE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
ABSORB SUCH FEES ASSOCIATED WITH SUB-STANDARD WORKMANSHIP.
28.ANY SCOPE OF WORK SUMMARIES ON THIS SHEET ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR AND
TO CLARIFY SCOPE OF WORK. THEY ARE SUPPLEMENTAL TO THE WORK OUTLINED ELSEWHERE IN DESIGNER'S AND / OR
CONSULTANT'S DRAWINGS AND SPECIFICATIONS AND DO NOT SUPERCEDE THAT INFORMATION. THE OMISSION ON AN
ITEM ON THESE SUMMARIES, THAT IS DEFINED ELSEWHERE IN THE BID PACKAGE, CANNOT BE TAKEN AS INDICATION THAT
THAT ITEM IS OMITTED FROM GENERAL CONTRACTOR SCOPE OF WORK.
29.GENERAL CONTRACTOR TO PROVIDE WRITTEN LETTER OF CONSENT HAVING READ ALL AND UNDERSTANDING OF
THESE TERMS AND CONDITIONS OF THESE DRAWINGS, ANY AND ALL QUESTIONS WILL BE INQUIRED PRIOR TO START OF
CONSTRUCTION.
APPLICABLE CODES:
1. 2022 CBC
2. 2022 CPC
3. 2022 CMC
4. 2022 CALIFORNIA FIRE CODE (CFC).
BUILDING INFO:
BUILDING AREA:2,710 SF
(E) COMMERCIAL SPACE.:
LOT SIZE:
(N) ADDITION
FLOOR AREA TOTAL:
OCCUPANCY & CONSTRUCTION TYPE:
CONST. TYPE:
FIRE PROTECTION:
OCCUPANCY:
NUMBER OF STORIES:2
MAXIMUM HEIGHT:
N/A
2,204 SQ.FT.
2,710 SQ.FT
2,710 SQ.FT
TYPE V-B
SPRINKLERED
SHEET INDEXPARKING MATRIX
CS: COVER SHEET
S.P.: SITE PLAN
A1: (E) FLOOR PLAN & (E) ROOF PLAN
A2: (N) FLOOR PLAN
A3:EQUIPEMENT AND FURNITURE PLAN
A4: SPEC. SHEET & FIXTURE SCHEDULE
A5: (E) ELEVATIONS
-PARKING TO REMAIN
ASSESSOR MAP, NTS NORTH
DATE:
COVER SHEET
A-2
SCOPE OF WORK:
-(E) RESTAURANT PROPOSED (N) BAR
-ALL (E) WALLS, DOORS
& STORE FRONT ARE TO REMAIN
-NO STRUCTURAL WORK PROPOSED
-NO ADDITIONAL SF PROPOSED
-REPAIR PLUMBING & HVAC
-MECHANICAL, ELECTRICAL & PLUMBING
UNDER DIFFER PERMIT
Gegam Burnazyan
MLB Consulting and
Engineering
7918 Foothill Blvd, Sunland, CA
(818)-521-6342
CIVIL ENGINEER
CIVIL ENGINEER
Gegam Burnazyan
MLB Consulting and Engineering
7918 Foothill Blvd, Sunland, CA (818)-521-6342
MEP ENGINEER
Usama Tohid P.E.
(213)926-5961
usama@prvengineers.com
PRV ENGINEERS
24'
1855 SF
106 MAIN ST. NEWPORT
BEACH,CA 92661
MAIN ST
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ADJACENT PROPERTY
NOT IN SCOPEPL
:
7
6
'
PL:29'
PL:29'
SIDE WALK SIDE WALK
MAIN
ENTRANCE
SERVICE
ENTRANCE
TRASH CONTAINER
AREA GREASE
TRAP
PL
:
7
6
'
Gypsum wall
16d nails
8d Nails or 14 ga.
Treated sill plate.
Concrete
slab/(E)
FOOTING.
Sill sealer.
Insect clip
Caulk
Cementitious
board.
by code.as req'd
1 1/2" staples @ 6"
o.c. each sideor equivalent.
or flashing.
coat.scratch
6"
6"
12" ALL THREAD EPOXIED MIN 3" INTO
(E) GARAGE SLAB
SPACING @12"0C 7 SET X/P EPOXY
8"
(N) 6"hX8"W CONCRETE
2500PSI CURB ALONG ENTIRE
LENGTH OF FORMER GARAGE
DOOR OPENING
(N) STUCCO TO MATCH
EXISTING
(N) R19 INSULATION
SITE DEVELOPMENT & ACCESSIBLE ROUTE OF TRAVEL
1. SITE DEVELOPMENT AND GRADING SHALL BE DESIGNED TO PROVIDE ACCESS TO ALL
ENTRANCES AND EXTERIOR GROUND FLOOR EXITS, AND ACCESS TO NORMAL PATHS OF TRAVEL,
AND WHERE NECESSARY TO PROVIDE ACCESS, SHALL INCORPORATE PEDESTRIAN RAMPS, CURB
RAMPS, ETC.
WALKS & SIDEWALKS
1. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMON SURFACE, NOT INTERRUPTED
BY STEPS OR BY ABRUPT CHANGES IN LEVEL EXCEEDING 1/2", AND SHALL BE A MINIMUM OF
48" IN WIDTH.
2. WHEN ABRUPT CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY SHALL BE BEVELED
WITH A SLOPE NO GREATER THAN 1:2, EXCEPT THAT LEVEL CHANGES NOT EXCEEDING 1/4"
MAY BE VERTICAL.
3. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY
WITH THE REQUIREMENTS FOR CURB RAMPS.
4. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK EXCEEDS 1 VERTICAL TO 20
HORIZONTAL IT SHALL COMPLY WITH THE PROVISIONS OF A PEDESTRIAN RAMP
5. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT.
6. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN 60" BY 60" AT A DOOR OR
GATE THAT SWINGS TOWARD THE WALK, AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A
DOOR OR GATE THAT SWINGS AWAY FROM THE WALK.
7. WALKS SHALL EXTEND A MINIMUM OF 24" TO THE SIDE OF THE STRIKE EDGE OF A DOOR OR
GATE THAT SWINGS TOWARD THE WALK.
8. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL AREAS AT LEAST 5 FT. IN LENGTH
AT INTERVALS OF AT LEAST EVERY 400 FT.
9. WALK AND SIDEWALK SURFACES SHALL BE SLIP-RESISTANT AS-FOLLOWS:
A. SURFACES WITH A SLOPE OF LESS THAN 6% GRADIENT SHALL BE AT LEAST AS SLIP-
RESISTANT AS THAT DESCRIBED AS A MEDIUM STALED FINISH. (SEE PLANS FOR ACTUAL
FINISH.)
B. SURFACES WITH A SLOPE OF 6% GRADIENT OR GREATER SHALL BE SLIP-RESISTANT.
10. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF GRATINGS WHENEVER
POSSIBLE. FOR GRATINGS LOCATED IN THE SURFACE OF ANY OF THESE AREAS, GRID OPENINGS
IN GRATINGS SHALL BE NO GREATER THAN 1/2" WIDE IN ONE DIRECTION. IF GRATINGS HAVE
ELONGATED OPENINGS, THEY SHALL BE PLACED SO THAT THE LONG DIMENSION IS
PERPENDICULAR TO THE DOMINANT DIRECTION OF TRAVEL.
RAMPS
NOTE: ANY PATH OF TRAVEL SHALL BE CONSIDERED A RAMP IF ITS SLOPE IS GREATER THAN
1 FT. RISE IN 20 FT. OF HORIZONTAL RUN.
1. THE MAXIMUM SLOPE OF A RAMP THAT SERVES ANY EXITWAY, PROVIDES ACCESS FOR
PERSONS WITH DISABILITIES, OR IS IN THE PATH OF TRAVEL SHALL BE 1 FT. RISE IN 12 FT. OF
HORIZONTAL RUN.
2. THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50 (1/4"/ FT.).
3. THE WIDTH OF RAMPS SHALL BE AS REQUIRED FOR STAIRWAYS AND EXITS.
4. DOORS IN ANY POSITION SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP
LANDING TO LESS THAN 42" AND SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN 3"
WHEN FULLY OPEN.
5. RAMP LANDINGS AREA NOT CONSIDERED IN DETERMINING THE MAXIMUM HORIZONTAL
DISTANCE OF EACH RAMP.
6. HANDRAILS ARE REQUIRED ON RAMPS THAT PROVIDE ACCESS IF THE RAMP SLOPE EXCEEDS 1
FT. RISE IN 20 FT. OF HORIZONTAL RUN. HANDRAILS REQUIRED ON BOTH SIDES OF RAMP.
7. THE GRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4" NOR MORE THAN 1-1/2",
OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE, AND ALL SURFACES SHALL
BE SMOOTH WITH NO SHARP CORNERS. HANDRAILS SHALL NOT ROTATE WITHIN THEIR FITTINGS
8. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF 1-1/2" BETWEEN THE WALL
AND THE HANDRAIL.
9. MOUNT HANDRAILS AT 34" TO 38" ABOVE THE RAMP.
10. ANY WALL OR OTHER SURFACE ADJACENT TO HANDRAILS SHALL BE FREE OF SHARP OR
ABRASIVE ELEMENTS. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8.
PARKING
1. SURFACE SLOPES OF ACCESSIBLE PARKING SPACES SHALL BE THE MINIMUM POSSIBLE AND
SHALL NOT EXCEED 1/4" PER FOOT IN ANY DIRECTION.
2. PEDESTRIAN WAYS WHICH ARE ACCESSIBLE TO PEOPLE WITH DISABILITIES SHALL BE PROVIDED
FROM EACH SUCH PARKING SPACE TO RELATED FACILITIES, INCLUDING CURB CUTS OR RAMPS
AS NEEDED.
3. ACCESSIBLE PARKING SPACES SHALL BE SO LOCATED THAT PERSONS WITH DISABILITIES ARE
NOT COMPELLED TO WHEEL OR WALK BEHIND PARKED CARS OTHER THAN THEIR OWN.
4. SIGNS TO IDENTIFY ACCESSIBLE PARKING SPACES MAY BE CENTERED ON THE WALL AT THE
INTERIOR END OF THE PARKING SPACE AT A MINIMUM HEIGHT OF 36" FROM THE PARKING
SPACE FINISHED GRADE, GROUND OR SIDEWALK.
5. VAN ACCESSIBLE PARKING SPACES SHALL HAVE AN ADDITIONAL SIGN STATING "VAN-
ACCESSIBLE" MOUNTED BELOW THE SYMBOL OF ACCESSIBILITY.
PROJECT TITLE:
PROJECT DESCRIPTION:
SHEET TITLE:
DRAWN BY: YU
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1/S.P.:SITE PLAN, 3/16"=1'-0
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3/S.P.: CURB SECTION DETAIL, NTS
DATE:
2/S.P.: CURB SECTION DETAIL, NTS
SITE PLAN
EM
CLIENT / APPLICANT:
DESIGNER / EXPEDITOR:
RAMON BAGUIO
4273 CANOGA AVE
WOODLAND HILLS, CA
310-562-5382
RBPLANDESIGN@GMAIL.COM
WWW.CALPLANDESIGN.COM
PROJECT ADDRESS:
PROJECT CONTACT:
Gegam Burnazyan
MLB Consulting and
Engineering
7918 Foothill Blvd, Sunland, CA
(818)-521-6342
CIVIL ENGINEER
(E) RESTAURANT
PROPOSED (N) BAR
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EMERGENCY EXIT
(E) MEZZANINE SEATING
DN
16'-1"
17'-8"10'-0"
8'
-
4
"
6'
-
9
"
2'
-
6
"
1'
-
3
"
16
'
-
1
0
"
9'
-
1
0
"
8'
-
6
"
9'
-
0
"
11'-7"
5'-0"
15'-0"
6'
-
9
"
3'-0"2'-0"
7'
-
1
"
8'-1"
3'
-
9
"
4'
-
1
"
6'-8"
DOWN
3'-10"
(E
)
P
A
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E
L
S
(E
)
T
E
L
C
A
B
L
E
S
11'-9"4'-11"
12'-0"
9'
-
0
"
8'
-
9
"
10
'
-
9
"
29
'
-
1
0
"
7'
-
8
"
6'
-
6
"
9'
-
3
"
9'
-
7
"
6'
-
9
"
33
'
-
5
"
1'
-
2
"
2'-0"13'-4"2'-5"5'-9"5'-2"
28'-8"
UP
UP
GREASE
TRAP
3'-6"
HVAC CURB
ROOF
HATCH
CONDENSER
UNIT
CONDENSER
UNIT
WATER
HEATER
2/A1: (E) SECOND FLOOR PLAN, 1/4"=1'
1/A1: (E) FLOOR PLAN, 1/4"=1'NORTH
NORTH
PROJECT TITLE:
DATE:
PROJECT DESCRIPTION:
SHEET TITLE:
DRAWN BY: YU
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04-26-23
3/A1: (E) ROOF PLAN, 1/4"=1'-0 NORTH
..\..\..\OneDrive\Desktop\Work yu\DROPBOX\Ramon Baguio\RBCAS\106 MAIN ST. NEWPORT BEACH\PDF\24X24 ROOF HATCH.png ..\..\..\OneDrive\Desktop\Work yu\DROPBOX\Ramon Baguio\RBCAS\106 MAIN ST. NEWPORT BEACH\PDF\R-LADDER.png
..\..\..\OneDrive\Desktop\Work yu\DROPBOX\Ramon Baguio\RBCAS\106 MAIN ST. NEWPORT BEACH\PDF\R-LADDER2.png
ROOF HATCH RETRACTABLE LADDER
ALL EQUIPEMENT SHOULD MATCH SPEC SHEET
PROVIDED OR PROVIDE EQUIVALENT.
INSPECTION WILL BE REQUIRED AFTER INSTALLATION.
NOTES:
(E) FLOOR PLAN
EM
CLIENT / APPLICANT:
DESIGNER / EXPEDITOR:
RAMON BAGUIO
4273 CANOGA AVE
WOODLAND HILLS, CA
310-562-5382
RBPLANDESIGN@GMAIL.COM
WWW.CALPLANDESIGN.COM
PROJECT ADDRESS:
PROJECT CONTACT:
Gegam Burnazyan
MLB Consulting and
Engineering
7918 Foothill Blvd, Sunland, CA
(818)-521-6342
CIVIL ENGINEER
(E) RESTAURANT
PROPOSED (N) BAR
(E
)
R
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S
T
A
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A
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P
R
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(
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B
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(E) FOOD PREP TO
REMAIN 2
(E) WASHWARE
AREA
(E) RESTRM
HAND
SINK
(N)BAKERS PRIDE
PIZZA
(E) 4 BURNER W
GRIDDLE
DEEP
FRYER
DEEP
FRYER
FLR
SINK
FLRSINK
JAN RACK
MOP SINK
FD
(E) HOOD
(E) FOOD PREP
TO REMAIN 1
(E) RESTRM
(E
)
P
A
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E
L
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(E
)
T
E
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C
A
B
L
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(E) CLOSET
(E) WI RFG 1
(E) WI RFG 2
(E) WI FRZ
HA
N
D
SIN
K
32"H PONY
WALL
FOR ADA
SECTION OF
BAR
AD
A
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(N
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3
C
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B
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(N) ICE MACHINE
ADA
ADA
(N) BAR
16 BAR SEATING
43 TOPS 1ST FLR
HOST
(E) SANDWICH PREP
HANDSINK
S. STEEL
COUNTER
S. STEEL
COUNTER
S. STEEL
COUNTER
11'-9"4'-11"
12'-0"
9'
-
0
"
8'
-
9
"
10
'
-
9
"
29
'
-
1
0
"
7'
-
8
"
6'
-
6
"
9'
-
3
"
9'
-
7
"
6'
-
9
"
33
'
-
5
"
1'
-
2
"
2'-0"13'-4"2'-5"5'-9"5'-2"
1
2
3
4
5
6 7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22 23 24 25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
28'-8"
33'-9"
(N) 48"
COUNTER
HEIGHT
RFG
(N)
WARMING
TOP
(N) 36"X30''
RFG
TRIPLE SINK W/ 18" DRAINBOARD ON BOTH SIDES
7'-6"
1'-6"
1'-6"1'-6"
1'-6"
OPEN
TAP
STATION
(N) SODA
FOUNTAIN
1-COMP PREP SINK
18"1'-6"
1'-6"
1
2
3
(E) 3 - PREP SINK
(E) 1-COMP PREP SINK(E) MOP SINK
(E) FRYERS
(E)
HAND
SINK
(E)
HAND
SINK
METRO 18X48
WIRE SHELVING
ME
T
R
O
1
8
X
4
8
WIR
E
S
H
E
L
V
I
N
G
UP
LEGEND:
1
7
7
3
2
4
1313
13
17
18
16
12
10
20
19
(E) DINING AREA 1
(E)1
(E)2
FL
R
SIN
K
FD
(N)1
(N)1
(E)1
14 15
11
UP
GREASE
TRAP
(E) D1
(E) D2
(E) D3
(E) D4
(E) D5
(E) D5
(E) D6
(E) D6
(E) D7
9
6
13'-111
2"
2'-7"
3'-6"
3'-
1
1 2"
1'
-
1
1
"
1'-6"4"8"
6'-6"
3'
-
1
"
7'-6"
15'-8"
27'-8"
6'
-
6
"
5'-5"9'-9"
(E) W2
(E) W3
(E) W1
(E) W4
(E) W5
(E) DRY
STORAGE &
ALCOHOL
STORAGE
EMERGENCY EXIT
FLRSINK
(E) OFFICE
ROOM
(E) FOOD PREP TO
REMAIN 3
(E) MEZZANINE SEATING
DN
28 TOPS 2ND FLR
16'-1"
17'-8"10'-0"
8'
-
4
"
6'
-
9
"
2'
-
6
"
1'
-
3
"
16
'
-
1
0
"
9'
-
1
0
"
8'
-
6
"
9'
-
0
"
11'-7"
45
3
6
11
12
13
14
15
16
17
18
2019
22
23
21
24
26
27
25
28
5'-0"
15'-0"
6'
-
9
"
3'-0"2'-0"
7'
-
1
"
8'-1"
3'
-
9
"
4'
-
1
"
METRO 18X48
WIRE SHELVING METRO 18X48
WIRE SHELVING
ME
T
R
O
1
8
X
4
8
WIR
E
S
H
E
L
V
I
N
G
ME
T
R
O
1
8
X
4
8
WIR
E
S
H
E
L
V
I
N
G
6'-8"
BOOTH
TO
REMAIN
(N
)
S
E
T
T
E
C
H
A
I
R
ST
E
E
L
C
O
U
N
T
E
R
4
5
10
9
8
ROOF
HATCH
HVAC ROOF
CURB
(E) DINING AREA 2
(E)3
FD
(E)23
13
DOWN
(E) D3
(E) D3
(E) D7
7
2
1
3'-10"
1. JOINTS INSTALLED IN OR BETWEEN
FIRE-RESISTANCE RATED WALLS, FLOOR OR
FLOOR/CEILING ASSEMBLIES AND ROOFS OR
ROOF/CEILING ASSEMBLIES SHALL BE
PROTECTED AN APPROVED FIRE-RESISTANT
JOINT SYSTEM WITH A FIRE-RESISTANCE
RATING NOT LESS THAN THAT OF THE
ASSEMBLY IN WHICH IT IS INSTALLED. PROVIDE
DETAILS. (CBC 715.1)
2. FIRE DOORS ASSEMBLIES SHALL ALSO MEET
THE REQUIREMENTS FOR A SMOKE AND DRAFT
CONTROL ASSEMBLY. (CBC 716.2.1.4)
3. FIRE DOORS AND FIRE PROTECTION RATED
GLAZING SHALL BEAR LABELS ARE REQUIRED
BY CBC 716.2.9 AND 716.3.5.
1. ALL (E) ENTRANCES / EXITS TO
REMAIN
a. SIGN ABOVE ALL EXIT DOORS:
"DOORS TO REMAIN UNLOCKED
DURING OPERATIONAL HOURS"
2. DOORS WITH GLASS ARE TEMPERED
3. EXTERIOR DOORS TO HAVE LANDING
MIN 36" WITH 2% GRADE AWAY FROM
DOOR
4. ALL DOORS SELF CLOSING , 4/A2
5. ALL DOORS TO BE EQUIPPED WITH
ADA COMPLIANT HARDWARE
8. ALL DOORS ARE OPENABLE FROM
THE INSIDE WITHOUT USE OF A KEY,
SPECIAL KNOWLEDGE OR EFFORT
(E) WALLS TO REMAIN
DOOR SCHEDULE & NOTES
WALL LEGEND
(E) WALLS TO REMAIN
ALL DOORS TO HAVE ADA LEVER HANDLE HARDWARE
ALL DOORS EXCEPT THE RESTROOM DOORS TO BE
EQUIPPED WITH CARD READING HARDWARE
WALL & DOOR NOTES
FILLIN OPENING, 2X4 WOOD
CONSTRUCTION @ 16"OC, 58" TYPE
X GWB ON BOTH SIDES
(E) WALLS & DOORS TO DEMO
(E) W1
DESIGNATION DIMS
36"WX48"H,
FIXED WINDOW
WINDOW SCHEDULE
OPERATIONAL
NO
104"WX86"H,
FIXED WINDOW NO
104"WX48"H,
FIXED WINDOW NO
(E) W2
(E)W3
18"WX36"H,
FIXED WINDOW NO (E)W4
18"WX48"H,
FIXED WINDOW NO (E)W5
(E) 5"x5" I-BEAM WITH 2" CONCEAL
BOX FOR PLUMBING VENT AND
PROVIDE ACCESS FOR VENTING
(E) 5"x5" I-BEAM WITH 2" CONCEAL
BOX TO MATCH THE BOX TO BE
FUSE UNDER THE BALCONY
(N) ADDITIONAL HANDRAIL
FROM THE EXISTING HANDRAIL
(E) MECHANICAL SHAFT
FOR THE HOOD SHAFT
1
2
LEGEND:
3 (N) OPEN SHELVES
4
5
-INTERIOR PANEL THAT ARE OLD WILL BE REPLACE
BY NEW PANELS BOTH FLOORS IN DINING AREA.
-NO CHANGE ON DESIGN IN THE EXTERIOR EXCEPT
FOR THE REPAINT OF THE EXTERIOR WALL.
NOTE:
-FOR INTERIOR REPAIR ALL THE OLD DRY WALL
WILL BE REPLACE BY NEW FIRE RATED DRY
WALL IN THE DINING AREA FROM FIRST FLOOR
TO SECOND FLOOR AS PER REQUIREMENTS.
- REPAIR FLOOR TILE & COVED BASE AS
NECCESSARY
- REPAINT WHITE GLOSS FOR CEILING & WALL IN
THE KITCHEN
-THIS PROJECT IS NOT A CHANGE OF USE, THIS
IMPROVEMENT OF THE RESTAURANT
-NO CHANGES WILL BE NEEDED INSIDE THE
KITCHEN STRUCTURALY.
2'-6"
3'
-
4
"
6"
1'-6"4"8"
LEGEND:
HEIGHT
UP TO 14'-0"
BRACE LENGTH
10'-0" OR UNDER
UP TO 12'-0"
BRACE SIZE
2X4 STUD
UP TO 18'-0"
GYPSUM BOARD PLASTER / STUCCO
WALL FINISH TYPES:
2x6 AT 20" O.C.
2x4 AT 24" O.C.
2x4 AT 24" O.C.2x4 AT 20" O.C.
2x6 AT 24" O.C.
2x6 AT 16" O.C.
A B
C
D E
FGH
2 ~ 16d COMMON NAILS (END NAILED )
PLATE TO OR USE 3 ~ (3" LONG ) 8d
COMMON NAILS (TOE NAILED ).
DOUBLE 2X TOP PLATE
2X WOOD STUDS (SEE SCHEDULE )
SEE ARCHITECTURAL FOR FINISH
5.5X.5 REDHEADS TIGHTENING BOLTS
4" TO CONCRETE SLAB @ 4'OC
PRESSURE TREATED, OR FOUNDATION
REDWOOD SILL PLATE
2 ~ 16d COMMON NAILS (END NAILED )
PLATE TO OR USE 3 ~ (3" LONG ) 8d
COMMON NAILS (TOE NAILED ).
CONCRETE SLAB
FOOT RAIL
A
B
C
D
E
F
G
H
I
I
1/A2: (N) FLOOR PLAN, 1/4"=1'
2/A2: (N) SECOND FLOOR PLAN, 1/4"=1'
NORTH
NORTH
DOOR DESIGNATION OPERATIONAL
(E) D1
DOOR SCHEDULE
SIZE
3'-0"x6'-8"
(E) D3
4'-10"x6'-8"
SOLID WOOD CORE
DOOR , TIMELY FRAME
(E) D2
SOLID WOOD CORE
DOOR BARN DOOR
(E) D4 4'-0"x6'-8"
5'-0"x6'-8"(E) D5
3'-0"x6'-8"
(E) D6 3'-0"x6'-8"PVC DOOR
(E) D7 3'-0"x6'-8"
ALUMINUM EDGES, WITH SELF-
REGULATING HEATING CABLES
PANIC DOOR
SOLID WOOD CORE
DOOR BARN DOOR
DOUBLE ALUMINUM EDGES, WITH
SELF- REGULATING HEATING CABLES
PROJECT TITLE:
DATE:
PROJECT DESCRIPTION:
SHEET TITLE:
DRAWN BY: YU
C
w
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04-26-23
(N) FLOOR PLAN
CLIENT / APPLICANT:
DESIGNER / EXPEDITOR:
RAMON BAGUIO
4273 CANOGA AVE
WOODLAND HILLS, CA
310-562-5382
RBPLANDESIGN@GMAIL.COM
WWW.CALPLANDESIGN.COM
PROJECT ADDRESS:
PROJECT CONTACT:
Gegam Burnazyan
MLB Consulting and
Engineering
7918 Foothill Blvd, Sunland, CA
(818)-521-6342
CIVIL ENGINEER
(E) RESTAURANT
PROPOSED (N) BAR
(E
)
R
E
S
T
A
U
R
A
N
T
P
R
O
P
O
S
E
D
(
N
)
B
A
R
3/A2: (N) PONY WALL DETAIL, NTS
TOTAL NUMBER OF SEAT
DINING AREA 1: 43 SEATS & 13 TABLES
DINING AREA 2: 28 SEATS & 13 TABLES
1ST FLOOR LEVEL
CL'G PLATE
T.O. BLDG
2ND FLOOR LEVEL
CL'G PLATE
1ST FLOOR LEVEL
CL'G PLATE
T.O. BLDG
2ND FLOOR LEVEL
CL'G PLATE
1ST FLOOR LEVEL
CL'G PLATE
T.O. BLDG
2ND FLOOR LEVEL
CL'G PLATE
1ST FLOOR LEVEL
CL'G PLATE
T.O. BLDG
2ND FLOOR LEVEL
CL'G PLATE
F I R E W A L L
REPAINT
EXTERIOR WALL REPAINT
EXTERIOR WALL
REPAINT
EXTERIOR WALL
REPAINT
EXTERIOR WALL REPAINT
EXTERIOR WALL
REPAINT
EXTERIOR WALL
REPAINT
EXTERIOR WALL
23
'
-
4
"
23
'
-
4
"
23
'
-
4
"
23
'
-
4
"
PROJECT TITLE:
DATE:
PROJECT DESCRIPTION:
SHEET TITLE:
DRAWN BY: YU
Aɹ
ɶɺ ʣ 2ɼ ʣ 2ɹ
(E) ELEVATIONS
CLIENT / APPLICANT:
DESIGNER / EXPEDITOR:
RAMON BAGUIO
4273 CANOGA AVE
WOODLAND HILLS, CA
310-562-5382
RBPLANDESIGN@GMAIL.COM
WWW.CALPLANDESIGN.COM
PROJECT ADDRESS:
PROJECT CONTACT:
Gegam Burnazyan
MLB Consulting and
Engineering
7918 Foothill Blvd, Sunland, CA
(818)-521-6342
CIVIL ENGINEER
(E) RESTAURANT
PROPOSED (N) BAR
NE
W
P
O
R
T
B
E
A
C
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ʍ
C
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2
ɼ
ɼ
1
ʍ
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B
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(E
)
R
E
S
T
A
U
R
A
N
T
P
R
O
P
O
S
E
D
(
N
)
B
A
R
FRONT ELEVATION 3/16"=1'-0
RIGHT ELEVATION 3/16"=1'-0REAR ELEVATION 3/16"=1'-0
LEFT ELEVATION 3/16"=1'-0
DRAINWATERPOWERFINISHDIMTYPE/MANUFFIXTURE
FIXTURE SCHEDULE
2
3
4 (E) FLOOR MOP
SINK
FLOOR SINK
50% EXPOSED
2"D DIRECT DRAIN
FD
6
(E) 3COMP SINK STAINLESS 1
2" OD CU. IND
POTABLE WATER
SUPPLY
7
8
(E) HANDSINK STAINLESS
12" OD CU. IND
POTABLE WATER
SUPPLY
2"D DIRECT DRAIN
9
11
13
14
15
10X14X5
103X24X44
18X18X13 COMP
16
17
19
18
10
(E) METRO
SHLEVES STAINLESS18X48
12
(E) DOOR LOCKER
5
FLR
SINK
(N) FLOOR DRAIN
36"R AROUND TO
SLOPE MIN 2%
2"D DIRECT DRAIN
(N) ICE MACHINE
(N) SODA GUN
29" X 24" X 24"
36 1
4" X 29 1
2" X 35 1
4"
15 1
2" X 30 1
4" X 47 1
8"
34" X 48" X 58"
STAINLESS STEEL
STAINLESS STEEL
208-230V
120V,
1
(N) COUNTER
HEIGHT RFG
(N) WARMING
LAMPS
(N) 36"X30''
RFG
(E) FRYERS
20
(E) 4 BURNER W
GRIDDLE
(N)BAKERS PRIDE
PIZZA
(N) 3 COMP BAR
SINK
57" X 66 1
2" X 43"
38 1
2" x 21" x 33"
STAINLESS STEEL
STAINLESS STEEL
STAINLESS STEEL
1
2" OD CU. IND
POTABLE WATER
SUPPLY
2"D DIRECT DRAIN
2"D INDIRECT DRAIN TO
50% EXPOSED FLOOR
SINK
1
2" OD CU. IND
POTABLE WATER
SUPPLY
2"D INDIRECT DRAIN TO
50% EXPOSED FLOOR
SINK
12" OD CU. IND
POTABLE WATER
SUPPLY
SELF CONTAINED
(E) SANDWICH
PREP
42 3
8" X 31"X 70 3
8"115V, 3.3AMPSSTAINLESS STEEL
SELF CONTAINED
(E) STEEL WORK
TABLE 48" X 30"X 35 1
2"STAINLESS STEEL
SELF CONTAINED47 1
4" X 29 1
2" X 35 1
4"
STAINLESS STEEL
STAINLESS STEEL 115V, 1.1AMPS
115V, 1.33AMPSSTAINLESS STEEL
31 15
16" X 13" X 23 13
16"ALUMINIUM 120V
(E)AIRCURTAIN 20AMP, 110V36"
(N) WATER HEATER NON-ELECTRIC
25" X 21" X 11 12"STAINLESS STELL
2"D DIRECT DRAIN
(E) UTILITY SHELF
W/ 2 MOP SINK
(E) 1COMP SINK
115V, 4 AMPS
GAS OPERATED
GAS OPERATED
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
NON-ELECTRIC
2"D DIRECT DRAIN
2"D DIRECT DRAIN
2"D DIRECT DRAIN
21212121
..\..\..\RBCAS DROPBOX Dropbox\Ramon Baguio\RBCAS\106 MAIN ST, NEWPORT BEACH, CA SOCIAL PIES PIZZA\EQUIPMENT LIST AND SPECS\SPEC. SHEETS\WATER HEATER RAYPAK DELTA HD 151.png
55
FLOOR SINK DETAILINDIRECT DRAIN TO
FLOOR SINK DETAIL
3
8"R COVE BASE DETAIL
DRAWN BY: YU
A4
04 - 26 - 23
SPEC SHEETS. ALL FIXTURES ARE NSF OR ETL APPROVED
PROJECT TITLE:
PROJECT DESCRIPTION:
SHEET TITLE:
C
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2
6
6
ɷ
ʍ
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DATE:
CLIENT / APPLICANT:
DESIGNER / EXPEDITOR:
RAMON BAGUIO
4273 CANOGA AVE
WOODLAND HILLS, CA
310-562-5382
RBPLANDESIGN@GMAIL.COM
WWW.CALPLANDESIGN.COM
PROJECT ADDRESS:
PROJECT CONTACT:
Gegam Burnazyan
MLB Consulting and
Engineering
7918 Foothill Blvd, Sunland, CA
(818)-521-6342
CIVIL ENGINEER
(E) RESTAURANT
PROPOSED (N) BAR
(E
)
R
E
S
T
A
U
R
A
N
T
P
R
O
P
O
S
E
D
(
N
)
B
A
R