HomeMy WebLinkAbout123 W Huntington Dr - 2025 - Hilton Japanese RestaurantARCHITECT:
AXIS/GFA ARCHITECTURE + DESIGN
700 S FLOWER STREET, SUITE 520
LOS ANGELES, CA 90017
PHONE: 310-209-7520
CONTACT: KEVIN SUND
EMAIL: ksund@axisarchitecture.com
OWNER:
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE,
ARCADIA, CA 91006
PHONE: 626-821-8777
CONTACT: MIKE SOO
EMAIL: msoo@asiaspec.com
INTERIOR DESIGN:
BUNNYFISH STUDIO
208 S. MARYLAND PKWY, SUITE A
LAS VEGAS, NEVADA 89101
PHONE: 702.241.9751
CONTACT: DENISE DEIGNAN
EMAIL: Denise@studiobunnyfish.com
LIGHTING DESIGN:
LIGHTING DESIGN STUDIO, LLC
215 PIER AVENUE, SUITE B
HERMOSA BEACH, CA 90254
PHONE: 310.293.3384
CONTACT: CHRIS BOWSHER
EMAIL: cbowsher@ld-studio.com
MECHANICAL, ELECTRICAL, PLUMBING:
SALAS O'BRIEN
8825 RESEARCH DR
IRVINE, CA 92618
PHONE: 9495174900
CONTACT: JAMES ZWINGMAN
EMAIL: james.zwingman@salasobrien.com
FOOD & BEVERAGE:
ANOKIA, INC.
PHONE: (626) 222-0621
CONTACT: MATTHEW JENG
EMAIL: mjeng@anokiainc.com
LOW VOLTAGE:
CONVERGENT SERVICES
PHONE: (714) 743-1286
CONTACT: JERRY KELLINGER
EMAIL:jerry@convergentservices.ws
STRUCTURAL:
MHP STRUCTURAL ENGINEERS
3900 COVER STREET,
LONG BEACH, CA 90808
PHONE: 562-985-3200
CONTACT: KENNETH D. O'DELL
EMAIL: kodell@mhpse.com
VICINITY MAP
TRUE NORTH /
PROJECT NORTH
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700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
PERMIT SET
11/26/2025
11
/
2
5
/
2
0
2
5
1
0
:
0
9
:
5
2
A
M
G0
COVER SHEET
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
JAPANESE RESTAURANT
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
PROJECT CONSISTS OF:
INTERIOR CONSTRUCTION OF A NEW RESTAURANT WITH (N) KITCHEN, (N) PARTITIONS
WITHIN (E) BUILDING C LEVEL 1 FUTURE RESTAURANT CORE AND SHELL SPACE.
OCCUPANCY & TYPE REMAINS THE SAME.
NOTE:
PLUMBING CALCULATION WAS PERMITTED IN PREVIOUS PERMIT 22-2452 & 24-1515.
TABLE CPC TABLE 422.1 APPLIES TO NEW BUILDINGS, ADDITIONS TO A BUILDING AND
CHANGES OF OCCUPANCY OR TYPE IN AN EXISTING BUILDING RESULTING IN INCREASED
OCCUPANT LOAD. DUE TO NO CHANGE OF OCCUPANCY OR TYPE, PLUMBING COUNT
REMAINS THE SAME.
PROJECT NAME: HILTON ARCADIA
PROJECT ADDRESS:123 W HUNTINGTON DR.,
ARCADIA, CA 91007
LOT LEGAL DISCRIPTION:
REAL PROPERTY IN THE CITY OF ARCADIA, COUNTY OF LOS ANGELES, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL ONE: (5775-015-024,025 & 026) 125 HUNTINGTON DR.
PARCEL 1 AS SHOWN UPON PARCEL MAP NO. 12826, IN THE CITY OF ARCADIA, IN THE
COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, FILED IN BOOK 129 PAGE 35 OF
PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY AS SAID
PARCEL MAP NO. 12826 WAS CORRECTED BY CERTIFICATE OF CORRECTION
RECORDED ON NOVEMBER 28, 1980 AS DOCUMENT NO. 80-1203029 OFFICIAL
RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
EXCEPT THAT PORTION OF SAID PARCEL INCLUDED WI`THIN THE LINES OF THE LAND
DESCRIBED IN THE DEED TO THE CITY OF ARCADIA, RECORDED ON NOVEMBER 26,
1979 AS DOCUMENT NO. 79-1326058 OFFICIAL RECORDS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY.
ALSO EXCEPT THEREFROM ANY EXISTING STREET, PROPOSED STREET, OR PORTION
OF ANY STREET OF PROPOSED STREET LYING OUTSIDE THE BOUNDARIES OF SAID
LAND WHICH MIGHT OTHERWISE PASS WITH A CONVEYANCE OF SAID LAND AS
RESERVED IN THE DEED
FROM THE ARCADIA REDEVELOPMENT AGENCY A PUBLIC BODY CORPORATE AND
POLITICAL RECORDED MAY 31, 1978 AS INSTRUMENT NO. 78-582148 OFFICIAL
RECORDS. First American Title
REAL PROPERTY IN THE CITY OF ARCADIA, COUNTY OF LOS ANGELES, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL TWO: (5775-015-027) 161 COLORADO PLACE
LOT 1 OF TRACT 62234, IN THE CITY OF ARCADIA, IN THE COUNTY OF LOS ANGELES,
STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 1345 PAGES 92 AND 93 OF MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. First American Title
ZONING:C-G GENERAL COMMERCIAL WITH DOWNTOWN OVERLAY
TYPE OF CONSTRUCTION: BUILDING C -TYPE IA ,
BUILDING D -TYPE IA PODIUM (LEVEL 1-2) AND TYPE IIIA
(LEVEL 3-6)
OCCUPANCY GROUP:
BUILDING C
BASEMENT:GROUP B, S-1
LEVEL 1: MIXED USE OCCUPANCY (NON-SEPARATED, A,B, S-2)
LEVEL 2-3: GUESTROOMS GROUP R-1
ROOFTOP: MIXED USE OCCUPANCY (NON-SEPARATED)
BUILDING D
LEVEL 1-2: MIXED USE OCCUPANCY (NON-SEPARATED, A,B,S-1,S-2)
LEVEL 3-5: GUESTROOMS GROUP R-1
FIRE DETECTION:ALARM SYSTEM WITH VOICE EVACUATION IN LOW RISE
SMOKE DETECTION:SYSTEM IN LOW RISE
FIRE EXTINGUISHING SYSTEM:AUTOMATIC SPRINKLER -INSTALLED PER NFPA 13 -
FULLY SPRINKLERED
STANDPIPE SYSTEM:CLASS 1
1. FIRE SPRINKLER SYSTEM (NFPA 13)
2. FIRE ALARM / SMOKE ALARM SYSTEM AND COMPLYING WITH 403.3
3. KITCHEN EXTINGUISHING SYSTEM
4. WALK IN COOLER
GOVERNING CODES:*
• 2022 CALIFORNIA BUILDING CODE
• 2022 CALIFORNIA ELECTRIC CODE
• 2022 CALIFORNIA ENERGY CODE
• 2022 CALIFORNIA MECHANICAL CODE
• 2022 CALIFORNIA PLUMBING CODE
• 2022 CALIFORNIA GREEN BUILDING CODE
* ALL OTHER CURRENT MUNICIPAL AND LOCAL ORDINANCES AND REGULATIONS
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
5
6
:
3
1
A
M
G1
PROJECT INFORMATION (TI)
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
PROJECT SCOPE
OCCUPANCY SEPARATION
OCCUPANCY A R S-2, U B, M, S-1
A - 1 - 1
R 1 - 1 1
S-2, U - 1 - 1
B, M, S-1 1 1 1 -
FIRE SEPARATION REQUIREMENTS (HOURS) FOR FULLY SPRINKLERED
BUILDING PER CBC TABLE 508.4
FIRE SEPARATION REQUIREMENTS
TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
Key Name BUILDING ELEMENT TYPE I TYPE III
A A
1 PRIMARY STRUCTURAL FRAME (SEE SECTION 202) 3 1
2 BEARING WALLS - EXTERIOR 3 2
3 BEARING WALLS - INTERIOR 3 1
4 NONBEARING WALLS AND PARTITIONS - EXTERIOR SEE TABLE
602
SEE TABLE
602
5 NONBEARING WALLS AND PARTITIONS - INTERIOR 0 0
6 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY
MEMBERS (SEE SECTION 202)2 1
7 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY
MEMBERS (SEE SECTION 202)1 1/2 1
TABLE 705.8 - FIRE SEPARATION DISTANCE (FSD) AND OPENING PROTECTION
FIRE SEPARATION
DISTANCE
% UNPROTECTED OPENINGS ALLOWED IN
SPRINKLERED BUILDING PER CBC TABLE 705.8
5' ≤ FSD < 10' 25%
10' ≤ FSD < 15' 45%
15' ≤ FSD < 20' 75%
20' ≤ FSD NO LIMIT
PROJECT DATA SUMMARY - EXISTING
FIRE / LIFE SAFETY REQUIREMENTS
SEPARATE PERMITS
CODE REFERENCE
SHEET INDEX - TI
SHEET NO. SHEET TITLE
GENERAL (TI)
G0 COVER SHEET
G1 PROJECT INFORMATION (TI)
G0.01 (FOR
REFERENCE
ONLY)
PROJECT INFORMATION
G2 SYMBOLS & ABBREVIATIONS (TI)
G0.44 (FOR
REFERENCE
ONLY)
BLDG. C PATH OF TRAVEL
G0.51 (FOR
REFERENCE
ONLY)
EXITING SITE PLAN
G0.52 (FOR
REFERENCE
ONLY)
BLDG. C & D EXITING - LEVEL1
G0.52A (FOR
REFERENCE
ONLY)
BLDG. C & D EXITING - COURTYARD ANALYSIS
G3.a GENERAL NOTES
G3.b GENERAL NOTES
G3.c GENERAL NOTES
G4.a BARRIER FREE REQUIREMENTS
G4.b BARRIER FREE REQUIREMENTS
G4.c BARRIER FREE REQUIREMENTS
G4.d BARRIER FREE REQUIREMENTS
G4.e BARRIER FREE REQUIREMENTS
G4.f BARRIER FREE REQUIREMENTS
17
ARCHITECTURE (TI)
A1 DOOR SCHEDULES AND DOOR TYPES (TI)
A1.01 (FOR
REFERENCE
ONLY)
SITE PLAN
A2 BLDG. C FLOOR PLAN - LEVEL 1 (TI)
A3 BLDG.C ENL. PLAN - JAPANESE RESTAURANT (TI)
A3.12 (FOR
REFERENCE
ONLY)
ENL. PLAN - PUBLIC RESTROOM
A5.01 (FOR
REFERENCE
ONLY)
BLDG. C SECTIONS
A8 WALL TYPES AND INTERIOR DETAILS
A8.35 (FOR
REFERENCE
ONLY)
SHAFT DETAILS
A8.a FLOOR/WALL PENETRATION DETAILS
A8.b FLOOR/WALL PENETRATION DETAILS
A8.c FLOOR/WALL PENETRATION DETAILS
A9 CEILING DETAILS (TI)
12
INTERIOR (TI)
ID10.11 DETAILS
ID10.12 DETAILS
2
STRUCTURAL (TI)
S100 STRUCTURAL NOTES AND ABBREVIATIONS
S200R FOR REFERENCE ONLY
S600 TYPICAL STEEL STUD DETAILS
S601 TYPICAL STEEL STUD SECTIONS AND DETAILS
S620 TYPICAL STEEL STUD CEILING SECTIONS AND DETAILS
S700R FOR REFERENCE ONLY
TABLE 705.5 - FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE
SEPARATION DISTANCE
FIRE
SEPARATIO
N
DISTANCE
(NEW)
TYPE OF
CONSTRUC
TION
FIRE-RESISTANCE RATING( F-1, M,
S-1) (HOURS)
FIRE-RESTANCE RATING (A, B, E, F-2, I, R,
S-2, U) (HOURS)
X < 5 ALL 2 1
5 ≤ X < 10 IA, IVA 2 1
5 ≤ X < 10 OTHERS 1 1
10 ≤ X < 30 IA, IB, IVA,
IVB
1 1
10 ≤ X < 30 IIB, VB 0 0
10 ≤ X < 30 OTHERS 1 1
X ≥ 30 ALL 0 0
SHEET INDEX - TI
SHEET NO. SHEET TITLE
6
MECHANICAL (TI)
M000 MECHANICAL SYMBOLS, ABBREVIATIONS & GENERAL NOTES
M001 MECHANICAL TITLE 24
M002 MECHANICAL TITLE 24
M101 MECHANICAL BUILDING C - LEVEL 1 FLOOR PLAN - EAST
M1.02 (FOR
REFERENCE
ONLY)
MECHANICAL BUILDING C - LEVEL 1 FLOOR PLAN - EAST
M102 MECHANICAL BUILDING C - LEVEL 2 FLOOR PLAN - EAST
M103 MECHANICAL BUILDING C - LEVEL 3 FLOOR PLAN - EAST
M104 MECHANICAL BUILDING C - ROOF LEVEL PLAN - EAST
M401 MECHANICAL ENLARGED LEVEL 1 PLANS
M402 MECHANICAL ENLARGED ROOF PLANS
M501 MECHANICAL DETAILS
M502 MECHANICAL DETAILS
M601 MECHANICAL SCHEDULES - BLDG C
M701 MECHANICAL AIRSIDE DIAGRAMS
14
PLUMBING (TI)
P000 PLUMBING GENERAL NOTES, SYMBOLS & ABBREVIATIONS
P001 PLUMBING SCHEDULES
P101 PLUMBING FLOOR PLAN - SANITARY, GREASE & VENT PIPING
CP1.1A (FOR
REFERENCE
ONLY)
PLUMBING FIRST FLOOR PLAN
P102 PLUMBING FLOOR PLAN - DOMESTIC WATER & NATURAL GAS PIPING
P103 PLUMBING ROOF PLAN - NATURAL GAS PIPING
P501 PLUMBING DETAILS
P601 PLUMBING ISOMETRICS
P602 PLUMBING ISOMETRICS
9
ELECTRICAL (TI)
E000 ELECTRICAL SYMBOLS, ABBREVIATINS & GENERAL NOTES
E001 ELECTRICAL SPECIFICATIONS
E002 ELECTRICAL TITLE 24
E101 ELECTRICAL BUILDING C - LEVEL 1 POWER PLAN - EAST
E401 ELECTRICAL ENLARGED PLANS
EL401 ELECTRICAL LIGHTING ENLARGED PLANS
EL402 ELECTRICAL LIGHTING PHOTOMETRICS
EL403 ELECTRICAL LIGHTING CONTROL AND DIMMING SYSTEM PLAN
E501 ELECTRICAL DETAILS
E601 ELECTRICAL SCHEDULES & SINGLE LINE DIAGRAM
10
FOOD SERVICE (TI)
K100 EQUIPMENT PLAN
K110 EQUIPMENT SCHEDULE
K120 EQUIPMENT PLAN- ELEC. OUTLETS
K130 EQUIPMENT PLAN- GAS
K140 EQUIPMENT PLAN- WATER SUPPLY
K150 EQUIPMENT PLAN- WATER WASTE
K160 INDEX PLAN
K161 ELEVATIONS
8
LIGHTING (TI)
SK-LT.1 LIGTHING PLAN
1
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
PROJECT CONSISTS OF:
INTERIOR CONSTRUCTION OF A NEW RESTAURANT WITH (N) KITCHEN, (N) PARTITIONS
WITHIN (E) BUILDING C LEVEL 1 FUTURE RESTAURANT CORE AND SHELL SPACE.
OCCUPANCY & TYPE REMAINS THE SAME.
NOTE:
PLUMBING CALCULATION WAS PERMITTED IN PREVIOUS PERMIT 22-2452 & 24-1515.
TABLE CPC TABLE 422.1 APPLIES TO NEW BUILDINGS, ADDITIONS TO A BUILDING AND
CHANGES OF OCCUPANCY OR TYPE IN AN EXISTING BUILDING RESULTING IN INCREASED
OCCUPANT LOAD. DUE TO NO CHANGE OF OCCUPANCY OR TYPE, PLUMBING COUNT
REMAINS THE SAME.
PROJECT NAME: HILTON ARCADIA
PROJECT ADDRESS:123 W HUNTINGTON DR.,
ARCADIA, CA 91007
LOT LEGAL DISCRIPTION:
REAL PROPERTY IN THE CITY OF ARCADIA, COUNTY OF LOS ANGELES, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL ONE: (5775-015-024,025 & 026) 125 HUNTINGTON DR.
PARCEL 1 AS SHOWN UPON PARCEL MAP NO. 12826, IN THE CITY OF ARCADIA, IN THE
COUNTY OF LOS ANGELES, STATE OF CALIFORNIA, FILED IN BOOK 129 PAGE 35 OF
PARCEL MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY AS SAID
PARCEL MAP NO. 12826 WAS CORRECTED BY CERTIFICATE OF CORRECTION
RECORDED ON NOVEMBER 28, 1980 AS DOCUMENT NO. 80-1203029 OFFICIAL
RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY.
EXCEPT THAT PORTION OF SAID PARCEL INCLUDED WI`THIN THE LINES OF THE LAND
DESCRIBED IN THE DEED TO THE CITY OF ARCADIA, RECORDED ON NOVEMBER 26,
1979 AS DOCUMENT NO. 79-1326058 OFFICIAL RECORDS, IN THE OFFICE OF THE
COUNTY RECORDER OF SAID COUNTY.
ALSO EXCEPT THEREFROM ANY EXISTING STREET, PROPOSED STREET, OR PORTION
OF ANY STREET OF PROPOSED STREET LYING OUTSIDE THE BOUNDARIES OF SAID
LAND WHICH MIGHT OTHERWISE PASS WITH A CONVEYANCE OF SAID LAND AS
RESERVED IN THE DEED
FROM THE ARCADIA REDEVELOPMENT AGENCY A PUBLIC BODY CORPORATE AND
POLITICAL RECORDED MAY 31, 1978 AS INSTRUMENT NO. 78-582148 OFFICIAL
RECORDS. First American Title
REAL PROPERTY IN THE CITY OF ARCADIA, COUNTY OF LOS ANGELES, STATE OF
CALIFORNIA, DESCRIBED AS FOLLOWS:
PARCEL TWO: (5775-015-027) 161 COLORADO PLACE
LOT 1 OF TRACT 62234, IN THE CITY OF ARCADIA, IN THE COUNTY OF LOS ANGELES,
STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 1345 PAGES 92 AND 93 OF MAPS,
IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. First American Title
ZONING:C-G GENERAL COMMERCIAL WITH DOWNTOWN OVERLAY
TYPE OF CONSTRUCTION: BUILDING C -TYPE IA ,
BUILDING D -TYPE IA PODIUM (LEVEL 1-2) AND TYPE IIIA
(LEVEL 3-6)
OCCUPANCY GROUP:
BUILDING C
BASEMENT:GROUP B, S-1
LEVEL 1: MIXED USE OCCUPANCY (NON-SEPARATED, A,B, S-2)
LEVEL 2-3: GUESTROOMS GROUP R-1
ROOFTOP: MIXED USE OCCUPANCY (NON-SEPARATED)
BUILDING D
LEVEL 1-2: MIXED USE OCCUPANCY (NON-SEPARATED, A,B,S-1,S-2)
LEVEL 3-5: GUESTROOMS GROUP R-1
GOVERNING CODES:*
• 2019 CALIFORNIA BUILDING CODE
• 2019 CALIFORNIA ELECTRIC CODE
• 2019 CALIFORNIA ENERGY CODE
• 2019 CALIFORNIA MECHANICAL CODE
• 2019 CALIFORNIA PLUMBING CODE
• 2019 CALIFONIA GREEN BUILDING CODE
* ALL OTHER CURRENT MUNICIPAL AND LOCAL ORDINANCES AND REGULATIONS
THE FOLLOWING ARE DESIGN/BUILD ENGINEERING SYSTEMS AND WILL BE DEFERRED
PERMIT SUBMITTALS TO THE AUTHORITY HAVING JURISDICTION:
1. STEEL STAIRS, STEEL HANDRAILS, AND GUARDRAILS
2. GLASS GUARDRAILS & WINDSCREENS
3. EXTERIOR WINDOW WALL AND STOREFRONT SYSTEMS
4. ELEVATORS AND EQUIPMENT ANCHORAGE, VIBRATION ISOLATION, AND SEISMIC
RESTRAINT
5. CABLE GUARDRAILS
6. GAS SENSOR MONITORING
7. NON-STRUCTURAL METAL STUD FRAMING
8. COLD FORMED METAL STUD FRAMING SYSTEM (EXTERIOR)
9. EXTERIOR, INTERIOR, WAYFINDING & CODE REQUIRED SIGNAGE. (EXCEPT
EMERGENCY EXIT SIGNS)
10. PT STRANDS AND ANCHORAGE
11. EXTERIOR FINISH SYSTEM ATTACHMENT
12. EMERGENCY GENERATOR ANCHORAGE AND AQMD APPROVAL
13. TWO-WAY COMMUNICATION SYSTEM
GUESTROOMS WITH MOBILITY FEATURES: [8 REQUIRED ; 8 PROVIDED]
PROPORTIONAL DISTRIBUTION OF GUESTROOMS WITH MOBILITY FEATURES
PER TABLE 11B-224.2:
(173) TOTAL GUESTROOMS
(6) GUESTROOMS WITH TUBS
(2) GUESTROOMS WITH ROLL-IN SHOWER (R.I.S.)
GUESTROOMS WITH COMMUNICATION FEATURES: [14 REQUIRED ; 14 PROVIDED]
PER TABLE 11B-224.4
(173) TOTAL GUESTROOMS:
(14) GUESTROOMS FOR THE HEARING IMPAIRED ARE REQUIRED.
(14) TOTAL GUESTROOMS PROVIDED WITH "AUDIBLE & VISIBLE" ALARM
NOTIFICATION DEVICE. FOR SPECIFIC FEATURES REFER TO ELECTRICAL
PLANS.
REQUIRED VEHICLE PARKING
PARKING REQUIRED (ZONING SEC. 9103.07.060, C, TABLES 3-5 &, 3-6)
A.EXISTING BUILDING A 19,845 SQ.FT.MEDICAL OFFICE 1/200 = 99
B.EXISTING BUILDING B 19,231 SQ.FT.MEDICAL OFFICE 1/200 = 96
C.REMODELED BUILDING C 91 ROOMS GUESTROOM 1.2 = 109
3,238 SQ.FT.RESTAURANT 1/200 = 17
1,155 SQ.FT.BAR 1/100 = 12
ROOFTOP BAR 1/EVERY 6 SEATS= 21
D.BUILDING D 82 ROOMS GUESTROOM 1.2 = 98
7223 SQ.FT. BANQUET = 0
1449 SQ.FT. PRE-FUNCTION = 0
TOTAL PARKING REQUIRED = 452
ACCESSIBLE PARKING STALLS REQUIRED (CBC 11B-208.2 TABLE 11B-208.2)
A.BUILDING A MEDICAL OFFICE 4
B.BUILDING B MEDICAL OFFICE 4
C/D.HOTEL & RESTAURANT + BAR
+BANQUET+PRE-FUNCTION 7
TOTAL REQUIRED 15
PROVIDED (PARKING STRUCTURE)14
PROVIDED (EAST SIDE SURFACE PARKING) 3
TOTAL PROVIDED 17
1 VAN PER 6 ACCESSIBLE STALLS (CBC 11B-208.2.4)
VAN ACCESSIBLE PARKING STALLS REQUIRED 3
PROVIDED (PARKING STRUCTURE) 7
PROVIDED (EAST SIDE SURFACE PARKING) 1
PROVIDED 8
PARKING PROVIDED
A.WEST SIDE SURFACE PARKING 24 SPACES
B.PARKING STRUCTURE BASEMENT 114 SPACES
PARKING STRUCTURE 1ST FLOOR 80 SPACES
PARKING STRUCTURE 2ND FLOOR 88 SPACES
PARKING STRUCTURE 3RD FLOOR 105 SPACES
C.EAST SIDE SURFACE PARKING 48 SPACES
TOTAL PARKING PROVIDED 459 SPACES*
*COMMERCIAL LOADING ZONE STALLS HAVE BEEN REMOVED FROM CALCULATION
LOADING SPACES PROVIDED (10'X25')
3 TOTAL
BIKE RACK
A.BIKE PARKING REQUIRED PER ZONING: 5% OF 452 = 23 BIKES
B.BIKE PARKING PROVIDED:= 23 BIKES
(7 PROVIDED ON EAST SIDE SURFACE PARKING, 16 PROVIDED IN (E) PARKING
STRUCTURE)
BIKE LOCKERS
A.BIKE LOCKERS REQUIRED PER ZONING: 5% OF 452 = 23 BIKE LOCKERS
B.BIKE LOCKERS PROVIDED:= 23 BIKE LOCKERS
(3 PROVIDED IN BLDG C, 20 PROVIDED IN (E) PARKING STRUCTURE)
FUEL EFFICIENT VEHICLES
A.FUEL EFFICIENT VEHICLE PARKING REQUIRED : (PER CALGREEN 5.106.5.2)
BUILDING A/B/C/D (PUBLIC)12% X 245*= 30 CARS
B.FUEL EFFICIENT VEHICLE PARKING PROVIDED:= 30 CARS
(2 PROVIDED ON EAST SIDE SURFACE PARKING AND 28 PROVIDED IN (E) PARKING
STRUCTURE)
* NO REQUIREMENTS FOR GUESTROOMS PER CALGREEN CHATPTER 4. FUEL EFFICIENT
VEHICLES CALCULATION IS BASED ON TOTAL STALLS FOR PUBLIC OF BULDINGS
A/B/C/D.
FUTURE ELECTRIC VEHICLES
A.FUTURE ELECTRICAL VEHICLE PARKING REQUIRED (BUILDING C/D):
GUESTROOM 6% X 207 = 13 CARS (PER CALGREEN 4.106.4.3.1)
PUBLIC 10%X50 = 5 CARS (PER CALGREEN 5.106.5.3.3)
TOTAL REQUIRED = 18 CARS
TOTAL PROVIDED:= 19 CARS
**EXISTING BUILDINGS A & B PARKING STALLS REQUIRED 195 STALLS -REQUIRED 452
TOTAL STALLS = 257 REQUIRED STALLS.
FOR BUILDINGS C & D WE CALCULATED FUTURE ELECTRIC VEHICLE BASED ON
BUILDINGS C & D PARKING REQUIREMENT.
C.FUTURE CHARGING STATIONS QUALIFY AS DESIGNATED PARKING FOR FUEL EFFICIENT
CLEAN AIR VEHICLES.
FIRE DETECTION:ALARM SYSTEM WITH VOICE EVACUATION IN LOW RISE & HIGH RISE
SMOKE DETECTION:SYSTEM IN LOW RISE AND HIGH RISE
FIRE EXTINGUISHING SYSTEM:AUTOMATIC SPRINKLER -INSTALLED PER NFPA 13 -
FULLY SPRINKLERED
STANDPIPE SYSTEM:CLASS 1
ZONING ALLOWABLE HEIGHT:
REMODELED BLDG. C: 48 FT (DOWNTOWN OVERLAY ZONE), 50'-4"
ABOVE AVERAGE GRADE(APPROVED VARIANCE)
NEW BLDG. D: 64'-0" ABOVE AVERAGE GRADE (APPROVED VARIANCE)
AVERAGE GRADE PLANE HEIGHT: 476.0'
ZONING HEIGHT PROPOSED (FROM AVERAGE GRADE POINT):
REMODELED BLDG. C: 50'-3" ABOVE AVERAGE GRADE
NEW BLDG. D: 63'-11 1/4" ABOVE AVERAGE GRADE
BUILDING CODE HEIGHT:
TYPE I-A UNLIMITED
TYPE III-A 65' -0"
BUILDING HEIGHT PROPOSED (FROM GRADE PLANE 476.0'):
REMODELED BLDG. C: 49'-11"
NEW BLDG. D: 60'-2"
NUMBER OF STORIES ALLOWED: TYPE I-A UNLIMITED / TYPE III-A 4-STORIES
NUMBER OF STORIES PROPOSED:
REMODELED BLDG. C: BASEMENT (TYPE I-A) + 4 STORIES (TYPE I-A)
NEW BLDG. D: 6 STORIES (4 STORIES TYPE III-A OVER 2 LEVEL
TYPE1-A PODIUM)
BUILDING SETBACKS:
• REQUIRED FRONTYARD:NOT REQUIRED
• REQUIRED SIDE YARD:NOT REQUIRED
• REQUIRED REAR YARD:NOT REQUIRED
1. FIRE SPRINKLER SYSTEM (NFPA 13)
2. FIRE ALARM / SMOKE ALARM SYSTEM AND COMPLYING WITH 403.3
3. EMERGENCY VOICE / ALARM COMMUNICATION SYSTEM
4. EMERGENCY RADIO RESPONDER COVERAGE
5. POOL AND SPA
6. FOOD SERVICE KITCHEN EQUIPMENT ANCHORAGE
7. WINDOW WASHING SYSTEMS AND TIE-DOWN ANCHORS (FACADE ACCESS)
8. RETAINING WALLS / BLOCK FENCE WALLS
9. PEDESTRIAN PROTECTION PLAN
10. EMERGENCY GENERATOR AND FUEL TANK
TOTAL REQUIRED (PUBLIC AND BOH -BLDG C B1-L1, BLDG D L1-L2):
WATER CLOSET -MALE: 5
WATER CLOSET -FEMALE: 12
URINALS: 4
LAVATORY -MALE: 4
LAVATORY -FEMALE: 5
DRINKING FOUNTAIN: 2* (SEE NOTE 3)
TOTAL REQUIRED (PUBLIC POOL-POOL USER)
WATER CLOSET -MALE: 1
WATER CLOSET -FEMALE: 1
URINALS: 1
LAVATORY -MALE: 1
LAVATORY -FEMALE: 1
DRINKING FOUNTAIN: 1
SHOWER:1
TOTAL PROVIDED:
WATER CLOSET 20
URINALS: 4
LAVATORY 16
DRINKING FOUNTAIN: 2
SHOWER (FOR POOL USER): 1
NOTE:
1. PER CBC SECTION 3116B.1 EXCEPTION, PUBLIC TOILET FACILITIES ARE NOT
REQUIRED FOR POOL USER.
2. PER CBC SECTION 3117B.1 EXCEPTION, DRINKING FOUNTAIN IS NOT REQUIRED
FOR POOL USER.
3. PER CPC 415.2 DRINKING FOUNTAIN ALTERNATIVES, WHERE FOOD IS
CONSUMED INDOORS, WATER STATIONS SHALL BE PERMITTED TO BE
SUBSTITUTED FOR DRINKING FOUNTAINS.
TOTAL REQUIRED (BLDG C ROOF):
WATER CLOSET -MALE: 1
WATER CLOSET -FEMALE: 2
URINALS: 1
LAVATORY -MALE: 1
LAVATORY -FEMALE: 1
DRINKING FOUNTAIN: 1
TOTAL PROVIDED (BLDG C ROOF):
WATER CLOSET -MALE: 1
WATER CLOSET -FEMALE: 2
URINALS: 1
LAVATORY -MALE: 1
LAVATORY -FEMALE: 1
DRINKING FOUNTAIN: 1
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
5/
1
3
/
2
0
2
5
5
:
4
6
:
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P
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G0.01
PROJECT INFORMATION
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
PROJECT SCOPE
PROJECT DATA SUMMARY
CODE REFERENCE
DEFERRED SUBMITTALS
OCCUPANCY SEPARATION
OCCUPANCY A R S-2, U B, M, S-1
A - 1 - 1
R 1 - 1 1
S-2, U - 1 - 1
B, M, S-1 1 1 1 -
FIRE SEPARATION REQUIREMENTS (HOURS) FOR FULLY SPRINKLERED
BUILDING PER CBC TABLE 508.4
GUESTROOM MATRIX BLDG. C
NAME COUNT
KING C.1 7
QQ C.1 4
QQ C.3 1
QQ C.3 ACC. 1
BLDG. C & D LEVEL 1 13
KING C.1 12
KING C.2 1
KING C.2 ACC. 1
KING C.3 3
KING C.4 10
QQ C.1 9
QQ C.3 1
SUITE C.1 ACC. 1
BLDG. C (E) LEVEL 2 38
KING C.1 13
KING C.2 2
KING C.3 3
KING C.4 10
QQ C.1 8
QQ C.3 1
SUITE C.1 1
SUITE C.5 BALC.
ACC.
1
SUITE C.5 BALC. 1
BLDG.C (E) LEVEL 3 40
TOTAL 91
PROJECT SUMMARYPLUMBING COUNT PARKING CALCULATIONS
GUESTROOMS WITH MOBILITY FEATURES
NUMBER NAME TUB / R.I.S.
C 101 QQ C.3 ACC. TUB
C 221 SUITE C.1 ACC. TUB
C 224 KING C.2 ACC. R.I.S.
C 322 SUITE C.5 BALC. ACC. TUB
D 311 KING D.2 ACC. TUB
D 327 SUITE D.2 ACC. R.I.S.
D 411 QQ D.2 ACC. TUB (C.F.)
D 626 1BR D.1 ACC. TUB
GUESTROOMS WITH COMMUNICATION FEATURES
NUMBER NAME
C 114 KING C.1
C 201 KING C.3
C 218 KING C.2
C 225 QQ C.1
C 302 QQ C.3
C 321 SUITE C.1
C 332 KING C.4
C 341 KING C.3
D 312 KING D.3
D 315 QQ D.1
D 411 QQ D.2 ACC.
D 511 KING D.2
D 526 1BR D.1
D 617 KING D.1
TOTAL: 14
FIRE / LIFE SAFETY REQUIREMENTS
BUILDING HEIGHT / NO. OF STORIES
BUILDING SETBACKS
SCALE: 12" = 1'-0"
SEPARATE PERMITS
GROSS BUILDING & OCCUPANCY AREAS
FIRE SEPARATION REQUIREMENTS
TABLE 601 - FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)
Key Name BUILDING ELEMENT TYPE I TYPE III
A A
1 PRIMARY STRUCTURAL FRAME (SEE SECTION 202) 3 1
2 BEARING WALLS - EXTERIOR 3 2
3 BEARING WALLS - INTERIOR 3 1
4 NONBEARING WALLS AND PARTITIONS - EXTERIOR SEE TABLE
602
SEE TABLE
602
5 NONBEARING WALLS AND PARTITIONS - INTERIOR 0 0
6 FLOOR CONSTRUCTION AND ASSOCIATED SECONDARY
MEMBERS (SEE SECTION 202)2 1
7 ROOF CONSTRUCTION AND ASSOCIATED SECONDARY
MEMBERS (SEE SECTION 202)1 1/2 1
EAST SIDE SURFACE PARKING COUNT - BY TYPE
TYPE NO. OF STALLS PERCENTAGE
ACCESSIBLE
ACCESSIBLE 2 4%
2 4%
ACCESSIBLE - EV SPACE
ACCESSIBLE - EV SPACE 1 2%
1 2%
ACCESSIBLE VAN
ACCESSIBLE VAN 1 2%
1 2%
ACCESSIBLE VAN - EV SPACE
ACCESSIBLE VAN - EV SPACE 1 2%
1 2%
EV SPACE
EV SPACE 17 35%
17 35%
STANDARD
STANDARD 26 54%
26 54%
TOTAL 48 100%
PLUMBING COUNT - B OCCUPANCY (PER CPC TABLE 422.1)
NO NAME OCC. AREA
OCC.
FACTOR
OCC.
LOAD OL / 2
BLDG.C (E) BASEMENT
B01 LAUNDRY B 1,604 SF 150 10.7 5.3
B02 ENGINEERING OFFICE B 196 SF 150 1.3 0.7
B04 HKPG OFFICE B 61 SF 150 0.4 0.2
B 1,861 SF 12.4 6.2
BLDG. C & D LEVEL 1
C 141 LUGG./BIKE STORAGE B 69 SF 200 0.3 0.2
C 142 I.T. ROOM B 69 SF 200 0.3 0.2
C 143 OFFICE B 101 SF 150 0.7 0.3
C 144 OFFICE B 111 SF 150 0.7 0.4
C 145 ADMIN B 239 SF 150 1.6 0.8
C 146 FRONT DESK B 354 SF 150 2.4 1.2
C 152 BOH B 406 SF 150 2.7 1.4
C 157 SERVICE STATION B 66 SF 150 0.4 0.2
D 118 F&B OFFICE B 55 SF 150 0.4 0.2
B 1,469 SF 9.6 4.8
TOTAL 3,330 SF 22 11
GUESTROOM MATRIX BLDG. D
NAME COUNT
1BR D.1 1
KING D.1 8
KING D.2 ACC. 1
KING D.3 2
QQ D.1 9
SUITE D.2 ACC. 1
BLDG. D LEVEL 3 22
1BR D.1 1
KING D.1 8
KING D.3 2
QQ D.1 9
QQ D.2 ACC. 1
SUITE D.2 1
BLDG. D LEVEL 4 22
1BR D.1 1
KING D.1 8
KING D.2 1
KING D.3 2
QQ D.1 9
SUITE D.2 1
BLDG. D LEVEL 5 22
1BR D.1 ACC. 1
KING D.1 6
KING D.2 1
QQ D.1 7
SUITE D.2 1
BLDG. D LEVEL 6 16
TOTAL 82
BUILDING C = 91 GUESTROOMS
BUILDING D = 82 GUESTROOMS
TOTAL = 173 GUESTROOMS (100%)
GUESTROOM COUNT
NAME COUNT PERCENTAGE
1BR D.1 3 2%
1BR D.1 ACC. 1 1%
KING C.1 32 18%
KING C.2 3 2%
KING C.2 ACC. 1 1%
KING C.3 6 3%
KING C.4 20 12%
KING D.1 30 17%
KING D.2 2 1%
KING D.2 ACC. 1 1%
KING D.3 6 3%
QQ C.1 21 12%
QQ C.3 3 2%
QQ C.3 ACC. 1 1%
QQ D.1 34 20%
QQ D.2 ACC. 1 1%
SUITE C.1 1 1%
SUITE C.1 ACC. 1 1%
SUITE C.5 BALC. ACC. 1 1%
SUITE C.5 BALC. 1 1%
SUITE D.2 3 2%
SUITE D.2 ACC. 1 1%
TOTAL 173 100%
TABLE 602 - FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALL...
FSD FIRE-RESISTANCE RATING (HOURS)
X < 5 1
5 ≤ X < 10 1
10 ≤ X < 30 1
X ≥ 30 0
TABLE 705.8 - FIRE SEPARATION DISTANCE (FSD) AND OPENING PROTECTION
FIRE SEPARATION
DISTANCE
% UNPROTECTED OPENINGS ALLOWED IN
SPRINKLERED BUILDING PER CBC TABLE 705.8
5' ≤ FSD < 10' 25%
10' ≤ FSD < 15' 45%
15' ≤ FSD < 20' 75%
20' ≤ FSD NO LIMIT
PLUMBING COUNT - ROOF TOP (PER CPC TABLE 422.1)
NO NAME OCC. AREA
OCC.
FACTOR
OCC.
LOAD OL / 2
BLDG. C ROOFTOP PATIO
C 401 DINING A-2 2,097 SF 30 69.9 35
C
401.1 DINING A-2 417 SF 30 13.9 7
C 402 BAR A-2 210 SF 50 4.2 2.1
C 403 PANTRY A-2 378 SF 50 7.6 3.8
A-2 3,104 SF 95.6 47.8
TOTAL 3,104 SF 95.6 47.8
PLUMBING COUNT - A OCCUPANCY (PER CPC TABLE 422.1)
NO NAME OCC. AREA
OCC.
FACTOR
OCC.
LOAD OL / 2
BLDG. C & D LEVEL 1
C168 SOBA PREP A-2 44 SF 50 0.9 0.4
C169 SERV A-2 46 SF 50 0.9 0.5
C 147 EXECUTIVE LOUNGE A-2 771 SF 30 25.7 12.9
C 149 LOBBY A-2 1,475 SF 30 49.2 24.6
C 150 BAR LOUNGE A-2 1,387 SF 30 46.2 23.1
C 151 BAR A-2 229 SF 50 4.6 2.3
C 154 KITCHEN A-2 1,076 SF 50 21.5 10.8
C 158 BOARD ROOM A-2 215 SF 30 7.2 3.6
C 159 MEETING ROOM A-2 597 SF 30 19.9 10
C 161 RESTAURANT DINING
(THE OVALO)A-2 2,054 SF 30 68.5 34.2
C 162 V.I.P DINING 2 A-2 205 SF 30 6.8 3.4
C 163 V.I.P DINING 1 A-2 281 SF 30 9.4 4.7
C 164 JAPANESE RESTAURANT
DINING A-2 862 SF 30 28.7 14.4
C 165 JAPANESE RESTAURANT
KITCHEN A-2 532 SF 50 10.6 5.3
C 166 JAPANESE RESTAURANT
V.I.P. SEATING A-2 270 SF 30 9 4.5
D 104 KITCHEN A-2 613 SF 50 12.3 6.1
D 113 PREFUNCTION A-2 1,436 SF 30 47.9 23.9
D 114 BANQUET ROOM #1 A-2 3,672 SF 30 122.4 61.2
D 115 BANQUET ROOM #2 A-2 3,443 SF 30 114.8 57.4
D 117 STAGING A-2 375 SF 50 7.5 3.7
D 120 OUTDOOR LOUNGE A-2 2,333 SF 30 77.8 38.9
D 126 COURTYARD A-2 3,271 SF 30 109 54.5
D 127 WARMING KITCHEN/
SERVING SETUP A-2 280 SF 50 5.6 2.8
A-2 25,468 SF 806.3 403.2
D 102 FITNESS CENTER A-3 1,068 SF 50 21.4 10.7
A-3 1,068 SF 21.4 10.7
BLDG. D LEVEL 2
D 206 EMPLOYEE LOUNGE A-3 853 SF 30 28.4 14.2
A-3 853 SF 28.4 14.2
TOTAL 27,389 SF 856.1 428.1
GROSS BUILDING AREA (CBC) - BY LEVEL
BLDG NAME LEVEL AREA
BLDG.1
BLDG.1 LEVEL 1 45,902 SF
BLDG.1 LEVEL 2 26,751 SF
BLDG.1 LEVEL 3 24,631 SF
BLDG.1 LEVEL 4
(ROOF)
2,692 SF
99,976 SF
BLDG.2
BLDG.2 LEVEL 3 14,190 SF
BLDG.2 LEVEL 4 14,307 SF
BLDG.2 LEVEL 5 14,151 SF
BLDG.2 LEVEL 6 10,776 SF
53,424 SF
TOTAL: 153,400 SF
GROSS BUILDING AREA (CBC) - TOTALS
NAME AREA
BLDG.1
A-2 25,971 SF
A-3 8,939 SF
B 1,681 SF
HORIZONTAL
PROJECTION
8,841 SF
R-1 51,059 SF
S-1 2,270 SF
S-2 1,216 SF
BLDG.2
HORIZONTAL
PROJECTION
5,043 SF
R-1 48,381 SF
TOTAL: 153,400 SF
PLUMBING COUNT - PUBLIC POOL (PER CBC SECTION 3116B)
NO NAME OCC. AREA
OCC.
FACTOR
OCC.
LOAD OL / 2
BLDG. C & D LEVEL 1
D 124 POOL A-3 740 SF 15 49.3 24.7
A-3 740 SF 49.3 24.7
TOTAL 740 SF 49.3 24.7
NO.DATE ISSUES & REVISIONS
11.21.23 PERMIT SET (BULLETIN
1 - IFC SET)
02.26.24 BULLETIN 5
07.29.24 BULLETIN 9
01.31.25 BULLETIN 11
05.12.25 BULLETIN 13
05/21/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________EP 05/21/2025
25-1009
FOR
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SD
WAP
FP
H
H
M/D
?
1i
A101
1
A101
SIM
GRID LINE
SECTION IDENTIFICATION
DWG SHEET NUMBER
DETAIL NUMBER
DWG SHEET NUMBER
SPECIFIC ELEVATION
DWG SHEET NUMBER
ROOM/SPACE DESCRIPTION
ROOM NUMBER
AREA (SQ. FEET)
REVISION KEY
ELEVATION DATUM
KEYNOTE
DOOR NUMBER
WINDOW TYPE
ALIGN
1
1
1
1
DESCRIPTION OF SIM OR OPP
DESCRIPTION OF SIM OR OPP
1t
XX
LEVEL 2
+ 12' -0"
A
1
A101
1 SIM
INTERIOR ELEVATION
SPECIFIC ELEVATION
DWG SHEET NUMBER
EXTERIOR ELEVATION
N
1
A101
SIM
10.23
NORTH ARROW
REFERENCE
T-1 CPT-1 CHANGE IN FLOOR
FINISH
ALIGN
XX XX
0000.0
XXX
CL
WORK, CONTROL OR
ELEVATION POINT
CENTERLINE
SLAB STEP
#' - ##"
#'' - ##"
#' - ##"
DIMENSION AT GRIDLINE, FACE
OF FRAMING OR STRUCTURE
DIMENSION AT CENTERLINE
CL CL
DIMENSION AT FACE OF FINISH
OR CLEAR DIMENSION
PROPERTY LINE
A1.01
1
SPECIFIC VIEW
DWG SHEET NUMBER
PERSPECTIVE VIEW
MATERIAL TAG?CP1
PL
12
1 SLOPE RISE:RUN
STUD SIZE
FIRE RATING (HR)
MODIFIER (SEE A8.01
FOR MATRIX)
'X' IF EXTERIOR WALL TYPE
PARTITION TYPE -SEE A8.01
FOR DETAILS
PARTITION TAG
ACOUSTIC CEILING TILE
GYPSUM BOARD CEILING
RECESSED LIGHT FIXTURE
1 X 4 FLUORESCENT FIXTURE
2 X 2 FLUORESCENT FIXTURE
LINEAR RECESSED LIGHT FIXTURE
RECESSED DOWN LIGHT
WALL WASHER
FIRE ALARM
SMOKE DETECTOR
WIRELESS INTERNET
CEILING MOUNTED SPRINKLER HEAD
TRACK LIGHTING
EXIT SIGN
(AT R1 OCCUPANCY ALSO PROVIDE
LOW LEVEL EXIT SIGNS)
ACCESS PANEL
SUPPLY GRILLE
LINEAR DIFFUSER
RETURN GRILLE
EXHAUST GRILLE
SPEAKER
A.F.F.8'-0"
CLG. TYPE
CEILING STEP
CEILING TAG
EXPOSED CONCRETE
FINISHED CONCRETE
F
CEILING MOUNTED EXIT SIGN,
SHOW QUANTITY OF FACE(S) AND
DIRECTION OF ARROW(S)
WALL MOUNTED EXIT SIGN, SHOW
QUANTITY OF FACE(S) AND
DIRECTION OF ARROW(S)
INDIRECT LINEAR LIGHT FIXTURE
WALL MOUNTED SPRINKLER HEAD
FIRE ALARM PULL BOX
CEILING MOUNTED HORN / STROBE COMBO
WALL MOUNTED HORN / STROBE COMBO
SURFACE / PENDANT
MTD LIGHT FIXTURE
WALL SCONCE
(MUD IN)
SURFACE MOUNTED LIGHT FIXTURE
EMERGENCY LIGHT (BUG EYE)
MOTION / DAYLIGHT SENSOR
WALL MOUNTED SINGLE OUTLET
WALL MOUNTED DUPLEX OUTLET
WALL MOUNTED DUPLEX GROUND FAULT
INTERRUPTER OUTLET
WALL MOUNTED QAUDRUPLEX OUTLET
WALL MOUNTED QUADRUPLEX GROUND
FAULT INTERRUPTER OUTLET
WALL MOUNTED SINGLE SWITCH
WALL MOUNTED DOUBLE SWITCH
WALL MOUNTED TRIPLE SWITCH
WALL MOUNTED DIMMER SWITCH
WALL MOUNTED VOICE RECEPTACLE
WALL MOUNTED DATA RECEPTACLE
WALL MOUNTED VOICE/DATA
RECEPTACLE
FLOOR MOUNTED SINGLE RECEPTACLE
FLOOR MOUNTED DUPLEX RECEPTACLE
FLOOR MOUNTED QUADRUPLEX
RECEPTACLE
FLOOR MOUNTED VOICE RECEPTACLE
FLOOR MOUNTED DATA RECEPTACLE
FLOOR MOUNTED VOICE/DATA
RECEPTACLE
FLOOR MOUNTED ELECTRICAL JUNCTION
BOX
FLOOR MOUNTED FURNITURE WHIP
POWER POLE, POWER/DATA/VOICE FEED
WALL MOUNTED ELECTRICAL JUNCTION
BOX
CEILING MOUNTED ELECTRICAL JUNCTION
BOX
TELEVISION
WALL MOUNTED DUPLEX W/ USB PORTS
BLANK PLATE
FIRE EXTINGUISHER WITHOUT CABINET
FIRE EXTINGUISHER CABINET
FIRE HOSE CABINET
FIRE VALVE WITHOUT CABINET
FIRE VALVE CABINET
CARD READER
WALL MOUNTED THERMOSTAT
AUDIO VISUAL
LOCATION OF CONDUIT STUB UP FROM
SLAB FOR POWER & CONNECTED WITH
FLEXIBLE METAL CONDUIT & WIRED
DIRECTLY TO OUTLETS
LOCATION OF CONDUIT STUB UP FROM
SLAB FOR DATA & CONNECTED WITH
FLEXIBLE METAL CONDUIT & WIRED
DIRECTLY TO DATA OUTLETS
LOCATION OF CONDUIT STUB UP FROM
SLAB FOR TV CABLE & CONNECTED
DIRECTLY TO CABLE BOX
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
0
2
A
M
G2
SYMBOLS & ABBREVIATIONS
(TI)
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SYMBOLS
SYMBOLS - REFLECTED CEILING PLAN
1 & AND
1 < ANGLE
1 @ AT
1 CL CENTERLINE
1 Ø DIAMETER OR ROUND
1 (E) EXISTING
1 (N) NEW
1 # POUND OR NUMBER
A ABV. ABOVE
A A.F.F. ABOVE FINISH FLOOR
A ACC. / ACCS. ACCESSIBLE
A A.P.C. ACOUSTIC PANEL CEILING
A ACOUS. ACOUSTICAL
A A.C.T. ACOUSTICAL CEILING TILE
A ADJ. ADJACENT
A ADJ. ADJUSTABLE
A AGG. AGGREGATE
A AWB AIR AND WATER RESISTIVE BARRIER
A AL. / ALUM. ALUMINUM
A ANSI AMERICAN NATIONAL STANDARDS
SOCIETY
A ASTM AMERICATION SOCIETY FOR TESTING
AND MATERIALS
A A.B. ANCHOR BOLT
A ANOD. ANODIZED
A APPROX. APPROXIMATELY
A ARCH. ARCHITECTURAL
A A.E.S.S. ARCHITECTURALLY EXPOSED
STRUCTURAL STEEL
A A.D. AREA DRAIN
A AOR AREA OF REFUGE
A ASPH. ASPHALT
A A.C. ASPHALTIC CONCRETE
A ASSEM. ASSEMBLY
B BM. BEAM
B BTW BETWEEN
B BYND BEYOND
B BITUM. BITUMINOUS
B BLK. BLOCK
B BLKG. BLOCKING
B BD. BOARD
B B.S. BOTH SIDES
B B.O. BOTTOM OF ...
B BLDG. BUILDING
C CAB. CABINET
C CPT. CARPET
C C.I.P. CAST IN PLACE
C C.I. CAST IRON
C C.B. CATCH BASIN
C CLKG CAULKING
C CLG. CEILING
C CEM. CEMENT
C C.P. CEMENT PLASTER
C CTR. CENTER
C CTR. CENTER
C CER. CERAMIC
C C.T. CERAMIC TILE
C CHNL. CHANNEL
C CHK'D CHECKERED
C C.O. CLEAN OUT OR CASED OPENING
C CLR. CLEAR
C CLST. CLOSET
C CFA COLD FLUID APPLIED
C C.W. COLD WATER
C COL. COLUMN
C CSP. COMBINATION STANDPIPE
C C.F. COMMUNICATION FEATURES
C CONC. CONCRETE
C CMU CONCRETE MASONRY UNIT
C C.S.B. CONCRETE SPLASH BLOCK
C COND. CONDITION
C CONN. CONNECTION
C CONSTR. CONSTRUCTION
C CONT. CONTINUOUS
C CONTR. CONTRACTOR
C CFCI CONTRACTOR FURNISHED,
CONTRACTOR INSTALLED
C C.J. CONTROL JOINT
C C.G. CORNER GUARD
C CORR. CORRIDOR
C CNTR. COUNTER
C CTSK. COUNTERSUNK
D DT DATA/COMMUNICATIONS OUTLET
D DEMO. DEMOLISH / DEMOLITION
D DEPT. DEPARTMENT
D DET. DETAIL
D DIA. DIAMETER
D DIM. DIMENSION
D DW. DISH WASHER
D DISP. DISPENSER
D DR. DOOR
D D.O. DOOR OPENING
D DBL. DOUBLE
D DN DOWN
D D.S. DOWNSPOUT
D DWR. DRAWER
D DWG. DRAWING
D D.F. DRINKING FOUNTAIN
ABBREVIATIONS
SYMBOLS - POWER AND COMMUNICATION
D DSP. DRY STANDPIPE
E EA. EACH
E E. EAST
E E.O.S. EDGE OF SLAB
E E.P. ELECTRIC PANELBOARD
E E.W.C. ELECTRIC WATER COOLER
E ELEC. / ELECT. ELECTRICAL
E EL. ELEVATION
E ELEV. ELEVATOR
E EMER. EMERGENCY
E E.PH. EMERGENCY PHONE
E ENCL. ENCLOSURE
E EQ. EQUAL
E EQUIP. EQUIPMENT
E EXST. EXISTING
E EXP. EXPANSION
E E.J. EXPANSION JOINT
E EXP. / EXPO. EXPOSED
E E.C. EXPOSED CONSTRUCTION
E EXT. EXTERIOR
F F.O.C. FACE OF CONCRETE
F F.O.F. FACE OF FINISH
F F.O.M. FACE OF MASONRY
F F.O.S. FACE OF STUD
F F.O. FACE OF...
F F.C.U. FAN COIL UNIT
F FRCP FIBER REINFORCED CEMENT PANEL
F F.R.P. FIBERGLASS REINFORCED PLASTIC
F FIN. FINISH
F F.F. FINISH FACE
F F.F. FINISH FLOOR
F F.G. FINISH GRADE
F F.O. FINISHED OPENING
F F.A. FIRE ALARM
F F.E. FIRE EXTINGUISHER
F F.E.C. FIRE EXTINGUISHER CABINET
F F.H.C. FIRE HOSE CABINET
F F.R. FIRE RATED
F F.R.T. FIRE RETARDENT TREATED
F F.V.C. FIRE VALVE CABINET
F FPRF. FIREPROOF
F FIXT. FIXTURE
F FLASH. FLASHING
F F.B. FLAT BAR
F FPD FLAT PANEL DISPLAY
F FPM FLAT PANEL MONITOR
F FLR. FLOOR
F F.C.O. FLOOR CLEANOUT
F F.D. FLOOR DRAIN
F F.S. FLOOR SINK
F F.L. FLOW LINE
F FLUOR. FLUORESCENT
F FT. FOOT OR FEET
F FTG. FOOTING
F FDN. FOUNDATION
F FURR. FURRING
F FUT. FUTURE
G GALV. GALVANIZED
G G.I. GALVANIZED IRON
G G.S.M. GALVANIZED SHEET METAL
G GALV.STL. GALVANIZED STEEL
G GA. GAUGE
G G.C. GENERAL CONTRACTOR
G GL. GLASS
G G.F.R.C. GLASS FIBER REINFORCED CONCRETE
G G.B. GRAB BAR
G GR. GRADE
G GND. GROUND
G GYP. BD. / GB GYPSUM BOARD
H HDWR HARDWARE
H HDWD HARDWOOD
H HFA HEAT FLUID APPLIED
H HTR. HEATER
H HT. / HGT. HEIGHT
H H. HIGH
H HPC HIGH PERFORMANCE COATING
H H.P. HIGH POINT
H HO HOLD OPEN
H H.C. HOLLOW CORE
H H.M. HOLLOW METAL
H HMWV HOLLOW METAL WOOD VENEER
H HORIZ. HORIZONTAL
H H.B. HOSE BIBB
H H.W. HOT WATER
H HR. HOUR
I IN. INCHES
I I.D. INSIDE DIAMETER
I INSUL. INSULATION
I INT. INTERIOR
J JAN. JANITOR
J JT. JOINT
J JST. JOIST
K KIT. KITCHEN
L LAB. LABORATORY
L LAM. LAMINATE
L LAV. LAVATORY
L L. LENGTH
L LT. LIGHT
L L.O.S. LINE OF SIGHT
L LCKR. LOCKER
L LG. LONG
L LVR LOUVER
L L.P. LOW POINT
M MACH. MACHINE
M MH. MANHOLE
M MFR. MANUFACTURER
M M. MASONRY
M M.O. MASONRY OPENING
M MATL. MATERIAL
M MAX. MAXIMUM
M MECH. MECHANICAL
M M.C. MEDICINE CABINET
M MEMB. MEMBRANE
M MET. / MTL. METAL
M M.D. METAL DECK
M MEZZ. MEZZANINE
M MWK. MILLWORK
M MIN. MINIMUM
M MIR. MIRROR
M MISC. MISCELLANEOUS
M MCP MODIFIED CEMENT PLASTER
M MTD. MOUNTED
M MUL. MULLION
N NOM. NOMINAL
N N. NORTH
N N/A NOT APPLICABLE
N N.I.C. NOT IN CONTRACT
N N.T.S. NOT TO SCALE
N NO. NUMBER
O OBS. OBSCURE
O OFF. OFFICE
O O.C. ON CENTER
O O.S. ONE SIDE
O OPNG. OPENING
O O.B.D. OPPOSED BLADE DAMPER
O OPP. OPPOSITE
O O.H. OPPOSITE HAND
O O.A. OUTSIDE AIR
O O.A.D. OUTSIDE AIR DAMPER
O O.A.T. OUTSIDE AIR TEMPERATURE
O O.D. OUTSIDE DIAMETER
O O.H.S.M.S. OVAL HEAD SHEET METAL SCREW
O O/ OVER
O OVRAL OVERALL
O O.F.D. OVERFLOW DRAIN
O O.H.C. OVERHEAD COILING
O OFCI OWNER FURNISHED CONTRACTOR
INSTALLED
O OFOI OWNER FURNISHED OWNER
INSTALLED
P PTD. PAINTED
P PR. PAIR
P PNL. PANEL
P P.T.D. PAPER TOWEL DISPENSER
P P.T.R. PAPER TOWEL RECEPTACLE
P PRHT. PARTIAL-HEIGHT
P PRTN PARTITION
P PERF. PERFORATED
P PCP PHENOLIC COMPOSITE PANEL
P PLAS. PLASTER
P P.LAM. PLASTIC LAMINATE
P PL. PLATE
P PLUMB. PLUMBING
P PLYWD PLYWOOD
P P.E.N. PLYWOOD EDGE NAILING
P PNT. POINT
P P.D.F. POWER DRIVEN FASTENERE
P PC PRECAST
P PREFAB PREFABRICATED
P P.T. PRESSURE TREATED
P PROP. PROPERTY LINE
Q QTY QAUNTITY
Q Q.T. QUARRY TILE
Q Q.T.R. QUARRY TILE RISER
R RAD. RADIUS
R R.W.L. RAIN WATER LEADER
R RWD. REDWOOD
R REF. REFERENCE
R R.C.P. REFLECTED CEILING PLAN
R REFR. REFRIGERATOR
R RGTR. REGISTER
R REINF. REINFORCED
R REQD. REQUIRED
R RESIL. RESILIENT
R R.O.W. RIGHT OF WAY
R R. RISER
R R.D. ROOF DRAIN
R RM. ROOM
R R.O. ROUGH OPENING
R R.B. RUBBER BASE
S SPL. RECESSED SPILL KIT
S S.N.D. SANITARY NAPKIN DISPENSER
S S.N.R. SANITARY NAPKIN RECEPTACLE
S SCHED. SCHEDULE
S SCU. SCUPPER
S S.C.D. SEAT COVER DISPENSER
S SEC. SECTION
S SECT. SECTION
S S.C.D. SEE CIVIL DRAWINGS
S S.E.D. SEE ELECTRICAL DRAWINGS
S S.I.D.D. SEE INTERIOR DESIGN DRAWINGS
S S.L.D. SEE LANDSCAPE DRAWINGS
S S.M.D. SEE MECHANICAL DRAWINGS
S S.P.D. SEE PLUMBING DRAWINGS
S S.S.D. SEE STRUCTURAL DRAWINGS
S S.SK. SERVICE SINK
S SHT. SHEET
S SHWR. SHOWER
S SIM. SIMILAR
S SL. SLOPE
S S.D. SOAP DISPENSER
S S.C.P. SOLID COMPOSITE PANEL
S S.C. SOLID CORE
S S. SOUTH
S SPEC. / SPECS. SPECIFICATION
S SQ. SQUARE
S SST. STAINLESS STEEL
S STD. STANDARD
S S.P. STANDPIPE
S STA. STATION
S STL. STEEL
S STOR. STORAGE
S STRUCT. STRUCTURAL
S SUSP. SUSPENDED
S SYM. SYMMETRICAL
T TEL. TELEPHONE
T TV. TELEVISION
T THK. THICK / THICKNESS
T THRU. THROUGH
T T.B.D. TO BE DETERMINED
T T.P.D. TOILET PAPER DISPENSER
T T. & G. TONGUE AND GROOVE
T T. & B. TOP AND BOTTOM
T T.O.C. TOP OF CURB
T T.O.P. TOP OF PARAPET
T T.P. TOP OF PAVEMENT
T T.O.S. TOP OF STEEL / TOP OF SLAB
T T.OW. TOP OF WALL
T T.B. TOWEL BAR
T T. TREAD
T TYP. TYPICAL
U U.L. UNDERWRITERS LABORATORIES
U UNF. UNFINISHED
U U.O.N. UNLESS OTHERWISE NOTED
U UR. URINAL
V V.I.F. VERIFY IN FIELD
V VERT. VERTICAL
V VEST. VESTIBULE
W W.R.G.B. MOISTURE RESISTANT GYPSUM
BOARD
W WSCT. WAINSCOT
W W/D WASHER & DRYER
W W.C. WATER CLOSET
W W.H. WATER HEATER
W WP WATERPOOF / WATERPROOFING
W W.R.B. WEATHER RESISTIVE BARRIER
W WT. WEIGHT
W W. WEST
W W.O. WHERE OCCURS
W WDW. WINDOW
W W/ WITH
W W/O WITHOUT
W WD. WOOD
W W.B. WOOD BASE
W WRK. PT. WORK POINT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
UP
W
W
FP
FP
4 Y
D
TR
A
S
H
4 YD
TRA
S
H
4 Y
D
TR
A
S
H
4 YD
TRA
S
H
4 Y
D
TR
A
S
H
4 YD
TRA
S
H
4 Y
D
TR
A
S
H
4 YD
TRA
S
H
EDISONUTILITIES
1" : 12"MAX
DN
1" : 12"DN
1" : 12"
DN
GM SLPB VISIBILIT Y T RIA N G L E 30'COLORADO PLACE
SLOPE
SLOPE
SLOPE
DN
UP
UP
DN
DN
UP
SD
DN
3-COMP BAR SINK 60"HANDSINKMIXOLOGY SINK 12"
COFFEEGRINDERS
ESPRESSOMACHINE
MIXOLOGY SINK 12"
ICEMAKER27"
COFFEEGRINDERS
BOTTLE COOLER 36"BLENDER,BEVERAGE
POSBEERDISPENSER 60"
UNDERBAR LIQUOR DISPLAY18"
UNDERBAR LIQUOR DISPLAY
18"
ICE BIN 36"
ICE BIN 36"
BACK BARCOOLER60"
UP
UP
LOBBY
C 149
QQ C.3 ACC.
TUB
C 101 FITNESS
CENTER
D 102
BANQUET
ROOM #1
D 114
BANQUET
ROOM #2
D 115V.I.P DINING 2
C 162
FUTURE
JAPANESE
RESTAURANT
C 164
BOARD ROOM
C 158
HALLWAY
C 160
EXECUTIVE
LOUNGE
C 147
BAR LOUNGE
C 150
SERVICE
CORRIDOR
D 116
QQ C.1
C 112
V.I.P DINING 1
C 163RESTAURANT
DINING (THE
OVALO)
C 161
MEETING
ROOM
C 159KITCHEN
C 154
LAUNDRY
B01
ENGINEERING
OFFICE
B02
ACCESSIBLE PATH
OF TRAVEL
MINIMUM 44" WIDE
WITH MAXIMUM 5%
SLOPE AND 2%
CROSS SLOPE
MOBILITY
ACCESSIBLE
PARKING STALL OR
GUEST UNIT
COMMUNICATION
ACCESSIBLE
GUEST UNIT
LEGEND
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
7/
3
0
/
2
0
2
4
3
:
3
3
:
4
3
P
M
G0.44
BLDG. C PATH OF TRAVEL
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
N
SCALE: 1/16" = 1'-0"G0
.
4
41BLDG. C & D PATH OF TRAVEL PLAN - LEVEL 1
SCALE: 1/16" = 1'-0"G0
.
4
42BLDG. C PATH OF TRAVEL PLAN - BASEMENT
NO.DATE ISSUES & REVISIONS
11.21.23 PERMIT SET
(BULLETIN 1 - IFC SET)
07.29.24 BULLETIN 9
09/16/2024
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
FP
(E) PARKING GARAGE
BUILDING B
SS
SS
W
W
W
FP
FP
4 YD
TRA
S
H
4 Y
D
TRA
S
H
4 YD
TRA
S
H
4 Y
D
TRA
S
H
4 YD
TRA
S
H
4 Y
D
TRA
S
H
4 YD
TRA
S
H
4 Y
D
TRA
S
H
EDISONUTILITIES
1" : 12"MAX
DN
1" : 12"
DN
1" : 12"DN
1" : 12"DN
LEFTTURNONLY
GM SLPB
SLPB
CONC
SIDEWALK
VISIBILIT Y T RIA N G LE 30'
H U N T I N G T O N D R .
SAN RAFAEL ROAD
HUNTINGTON DR.
COLORADO PLACE
C
LE
A
N AIR
V
E
C
HICL
E
C
LE
A
N AIR
VE
C
HICL
E
C
LE
A
N AIR
VE
C
HICL
E
C
LEAN AIR
VECHIC
LE
CLEAN AIR
VECHIC
LE
C
LEAN AIR
VECHIC
LE
CLEAN AIR
V
ECHIC
LE
C
LE
A
N AIR
VE
C
HICL
E
CLE
A
N AIR
V
E
C
HICL
E
C
LEAN AIR
VEC
HICLE
C
LEAN AIR
VEC
HIC
LE
C
LEAN AIR
VEC
HICLE
D
N
HOISTWAY PLAN
O P E N A I R V E N T
HS
SELECT.
S
SLOPE
SLOPE
SLOPE
SLOPE
W
STOP
STOP
STOP
STOPSTOP
STOP
UP
DN
UPDN
DN
UP
DN
UP
SIDEWALK
PLANTER
SIDEWALK
TRASH
DROP-OFF
BIKE
PARKING
LOADING
COURTYARD
TERRACE
BUILDING D
NEW 6-STORY
BUILDING
F.F.E. 476.60'
BUILDING C
EXISTING 3-STORY
BUILDING TO BE
RENOVATED
F.F.E. 476.60'
CANOPY
ABOVE
OUTDOOR
PATIO
PORTE
COCHERE
PLANT
ER
PLANTER
SIDEWALK
PARKING
OVERHANG,
TYP.
BENCH
PLANTER
(E) TRANSFORMER
(APPOX SIZE 143"X 50.4" X
91.7" HIGH)
(E) GENERATOR
DINING
TERRACE
TERRACE
POOL
18' 6" X 40'
BL
D
G
.
D
BL
D
G
.
C
ROOM NUMBER
AREA
OCCUPANT LOAD
FACTOR PER CBC
2019 TABLE 1004.5
OCCUPANT LOAD
ACCUMULATED
LOAD AND TRAVEL
DIRECTION
EGRESS PATH OF
TRAVEL
EXIT STAIR
OL - ###
OF : ###
##" REQUIRED
##" PROVIDED
EXIT DOOR
OL - ###
OF : ###
##" REQUIRED
##" PROVIDED
CAPACITY FACTOR
PER CBC 2019
SECTION 1005.3.2
REQUIRED WIDTH
DOOR LOAD
PROVIDED WIDTH
###
LEGEND
CAPACITY FACTOR
PER CBC 2019
SECTION 1005.3.1
REQUIRED WIDTH
STAIR LOAD
PROVIDED WIDTH
ROOM NAME
101
150 SF
OF : ###
OL - ###
NON-RATED WALL
1-HOUR FIRE PROTECTED WALL
1-HOUR RATED WALL
2-HOUR RATED WALL
2-HOUR FIRE PROTECTED WALL
3-HOUR RATED WALL
4-HOUR RATED WALL
CONCRETE WALL
CONCRETE MASONRY UNIT WALL
WALL TYPES
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
11/21/2023 3:40:07 PM
G0.51
EXITING SITE PLAN
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
SCALE: 1" = 20'-0"G0
.
5
11EXITING SITE PLAN
NO.DATE ISSUES & REVISIONS
11.08.23 PLAN CHECK11.21.23 PERMIT SET
11/28/2023
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
UP
DN
UP
UP
DN
DN
UP
SD
DN
UP
ROOM NUMBER
AREA
OCCUPANT LOAD
FACTOR PER CBC
2019 TABLE 1004.5
OCCUPANT LOAD
ACCUMULATED
LOAD AND TRAVEL
DIRECTION
EGRESS PATH OF
TRAVEL
EXIT STAIR
OL - ###
OF : ###
##" REQUIRED
##" PROVIDED
EXIT DOOR
OL - ###
OF : ###
##" REQUIRED
##" PROVIDED
CAPACITY FACTOR
PER CBC 2019
SECTION 1005.3.2
REQUIRED WIDTH
DOOR LOAD
PROVIDED WIDTH
###
LEGEND
CAPACITY FACTOR
PER CBC 2019
SECTION 1005.3.1
REQUIRED WIDTH
STAIR LOAD
PROVIDED WIDTH
ROOM NAME
101
150 SF
OF : ###
OL - ###
239 SF
OL - 2
ADMIN
C 145
OF : 150
69 SF
OL - 1
I.T. ROOM
C 142
OF : 300
69 SF
OL - 1
LUGG./BIKE
STORAGE
C 141
OF : 300
358 SF
OL - 2
ELEC.
C 113
OF : 300
42 SF
OL - 1
RISER ROOM
C 115
OF : 300
26 SF
OL - 1
BANQUET
STORAGE
D 112
OF : 300
117 SF
OL - 1
DOMESTIC
WATER PUMP
ROOM
D 132
OF : 200
1,436 SF
OL - 96
PREFUNCTION
D 113
OF : 15
88 SF
OL - 1
RISER RM.
D 006
OF : 300
107 SF
OL - 1
MDF RM
D 005A
OF : 300349 SF
OL - 2
ELEC.
D 005
OF : 300
406 SF
OL - 3
BOH
C 152
OF : 150
Not Enclosed
OL - 0
POOL EQUIP.
D 004
OF : 300
2,054 SF
OL - 137
RESTAURANT
DINING (THE
OVALO)
C 161
OF : 15
771 SF
OL - 52
EXECUTIVE
LOUNGE
C 147
OF : 15
229 SF
OL - 2
BAR
C 151
OF : 150
354 SF
OL - 3
FRONT DESK
C 146
OF : 150
1,475 SF
OL - 99
LOBBY
C 149
OF : 15
215 SF
OL - 15
BOARD ROOM
C 158
OF : 15
1,387 SF
OL - 93
BAR LOUNGE
C 150
OF : 15
505 SF
OL - 3
QQ C.3 ACC.
C 101
OF : 200
426 SF
OL - 3
KING C.1
C 103
OF : 200
416 SF
OL - 3
QQ C.1
C 105
OF : 200
420 SF
OL - 3
KING C.1
C 107
OF : 200
421 SF
OL - 3
KING C.1
C 109
OF : 200
410 SF
OL - 3
QQ C.1
C 112
OF : 200
417 SF
OL - 3
KING C.1
C 110
OF : 200
417 SF
OL - 3
KING C.1
C 108
OF : 200
412 SF
OL - 3
QQ C.1
C 106
OF : 200
424 SF
OL - 3
KING C.1
C 104
OF : 200
461 SF
OL - 3
QQ C.3
C 102
OF : 200
740 SF
OL - 15
POOL
D 124
OF : 50
2,333 SF
OL - 156
OUTDOOR
LOUNGE
D 120
OF : 15
1,942 SF
OL - 130
POOL DECK
D 123
OF : 15
EXIT DOOR
68" REQUIRED
71 5/8" PROVIDED
OL - 337
OF : 0.2
EXIT DOOR
34" REQUIRED
71 5/8" PROVIDED
OL - 169
OF : 0.2
EXIT STAIR
27" REQUIRED
OL - 87
OF : 0.3
48" PROVIDED
111 SF
OL - 1
OFFICE
C 144
OF : 150
101 SF
OL - 1
OFFICE
C 143
OF : 150
146 SF
OL - 1
DRY STORAGE
D 107
OF : 300
3,672 SF
OL - 245
BANQUET
ROOM #1
D 114
OF : 15
3,443 SF
OL - 230
BANQUET
ROOM #2
D 115
OF : 15
125
1,068 SF
OL - 22
FITNESS
CENTER
D 102
OF : 50
EXIT DOOR
25" REQUIRED
68 1/2" PROVIDED
OL - 125
OF : 0.2
EXIT DOOR
24" REQUIRED
68 1/2" PROVIDED
OL - 117
OF : 0.2
EXIT DOOR
34" REQUIRED
71 5/8" PROVIDED
OL - 170
OF : 0.2
EXIT DOOR
1" REQUIRED
34 1/4" PROVIDED
OL - 1
OF : 0.2
E
XIT S
E
P
A
R
A
TIO
N:
M
A
X DIA
G
O
N
A
L DIS
T
A
N
C
E:
8
3'-1
0"
8
3'-1
0"
E
X
I
T
S
E
P
A
R
A
T
I
O
N
:
M
A
X
D
I
A
G
O
N
A
L
D
I
S
T
A
N
C
E
:
8
6'-
1
0
"
8
6'-
1
0
"
EXIT SEPARATION:
64'-7"
E X I T S E P A R A T I O N :
6 2 '-6 "
264 SF
OL - 2
WARMING
KITCHEN/
SERVING SETUP
D 127
OF : 200
617 SF
OL - 4
KITCHEN
D 104
OF : 200
375 SF
OL - 2
STAGING
D 117
OF : 200
117
20 3
EXIT DOOR
1" REQUIRED
34 1/4" PROVIDED
OL - 3
OF : 0.2
4
415 SF
OL - 3
QQ C.1
C 111
OF : 200
418 SF
OL - 3
KING C.1
C 114
OF : 200
22
EXIT DOOR
5" REQUIRED
34 1/4" PROVIDED
OL - 22
OF : 0.2
597 SF
OL - 40
MEETING ROOM
C 159
OF : 15
974 SF
OL - 65
FUTURE
JAPANESE
RESTAURANT
C 164
OF : 15
205 SF
OL - 14
V.I.P DINING 2
C 162
OF : 15
281 SF
OL - 19
V.I.P DINING 1
C 163
OF : 15
1,028 SF
OL - 6
KITCHEN
C 154
OF : 200
66 SF
OL - 1
SERVICE
STATION
C 157
OF : 150
EXIT DOOR
18" REQUIRED
34 1/4" PROVIDED
OL - 89
OF : 0.2
75
74
EXIT DOOR
15" REQUIRED
37 1/4" PROVIDED
OL - 74
OF : 0.2
114
EXIT DOOR
23" REQUIRED
68 1/2" PROVIDED
OL - 114
OF : 0.2
125
116
170
169
EXIT DOOR
27" REQUIRED
71 5/8" PROVIDED
OL - 135
OF : 0.2
EXIT DOOR
8" REQUIRED
34 1/4" PROVIDED
OL - 36
OF : 0.2
EXIT STAIR
12" REQUIRED
OL - 38
OF : 0.3
44" PROVIDED
14
20
26
1
EXIT DOOR
3" REQUIRED
34 1/4" PROVIDED
OL - 13
OF : 0.2
EXIT STAIR
4" REQUIRED
OL - 13
OF : 0.3
36" PROVIDED
6
135
114
223
EXIT DOOR
68" REQUIRED
71 5/8" PROVIDED
OL - 337
OF : 0.2
24
24
EXIT DOOR
59" REQUIRED
68 1/2" PROVIDED
OL - 194
OF : 0.3
120
121
EXIT STAIR
9" REQUIRED
OL - 29
OF : 0.3
37" PROVIDED
36
3
11
37
55 SF
OL - 1
F&B OFFICE
D 118
OF : 150
115
E
X
I
T
S
E
P
A
R
A
T
I
O
N
:
M
A
X
D
I
A
G
O
N
A
L
D
I
S
T
A
N
C
E
:
1
0
1
'-
6
"
1
0
1
'-
6
"
EXIT SEPA
RATIO
N:
42'-4"
4
EXIT DOOR
23" REQUIRED
34 1/4" PROVIDED
OL - 115
OF : 0.2
EXIT DOOR
11" REQUIRED
68 1/2" PROVIDED
OL - 52
OF : 0.2
1
EXIT STAIR
27" REQUIRED
OL - 88
OF : 0.3
48" PROVIDED
EXIT STAIR
11" REQUIRED
OL - 36
OF : 0.3
46" PROVIDED
G0.52A
1
NOTE: SEE 1/G0.52A FOR
COURTYARD EGRESS ANALYSIS
EXIT DOOR
15" REQUIRED
42" PROVIDED
OL - 75
OF : 0.2
19
14
15 20 20
48
526 SF
OL - 3
FUTURE
JAPANESE
RESTAURANT
KITCHEN
C 165
OF : 200
194
26 3
E X I T S E P A R A T I O N :
M A X D I A G O N A L D I S T A N C E :
6 7 '-1 1 "
6 7 '-1 1 "EX
I
T
S
E
P
A
R
A
T
I
O
N
:
41
'
-7"
414 SF
OL - 28
FUTURE
JAPANESE
RESTAURANT
(V.I.P. ROOM)
C 166
OF : 15
EXIT DOOR
5" REQUIRED
36 3/4" PROVIDED
OL - 24
OF : 0.2
EXIT DOOR
5" REQUIRED
35 1/2" PROVIDED
OL - 24
OF : 0.2
NON-RATED WALL
1-HOUR FIRE PROTECTED WALL
1-HOUR RATED WALL
2-HOUR RATED WALL
2-HOUR FIRE PROTECTED WALL
3-HOUR RATED WALL
4-HOUR RATED WALL
CONCRETE WALL
CONCRETE MASONRY UNIT WALL
WALL TYPES
1. EVERY ASSEMBLY AREA SHALL HAVE THE
OCCUPANT LOAD POSTED IN A CONSPICUOUS
PLACE NEAR THE MAIN EXIT OF THE ROOM
(CBC 1004.9). SEE G0.38 FOR TYPICAL SIGNAGE
MOUNTING REQUIREMENTS AND TEXT SIZING.
SHEET NOTES
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
7/
3
0
/
2
0
2
4
3
:
3
3
:
5
1
P
M
G0.52
BLDG. C & D EXITING -
LEVEL1
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
OCCUPANCY SCHEDULE - BLDG C & D LEVEL 1
NUMBER NAME AREA
OCCUPANT
FACTOR OCCUPANT LOAD
BLDG. C & D LEVEL 1
C 101 QQ C.3 ACC. 505 SF 200 3
C 102 QQ C.3 461 SF 200 3
C 103 KING C.1 426 SF 200 3
C 104 KING C.1 424 SF 200 3
C 105 QQ C.1 416 SF 200 3
C 106 QQ C.1 412 SF 200 3
C 107 KING C.1 420 SF 200 3
C 108 KING C.1 417 SF 200 3
C 109 KING C.1 421 SF 200 3
C 110 KING C.1 417 SF 200 3
C 111 QQ C.1 415 SF 200 3
C 112 QQ C.1 410 SF 200 3
C 113 ELEC. 358 SF 300 2
C 114 KING C.1 418 SF 200 3
C 141 LUGG./BIKE STORAGE 69 SF 300 1
C 142 I.T. ROOM 69 SF 300 1
C 143 OFFICE 101 SF 150 1
C 144 OFFICE 111 SF 150 1
C 145 ADMIN 239 SF 150 2
C 146 FRONT DESK 354 SF 150 3
C 147 EXECUTIVE LOUNGE 771 SF 15 52
C 149 LOBBY 1,475 SF 15 99
C 150 BAR LOUNGE 1,387 SF 15 93
C 151 BAR 229 SF 150 2
C 152 BOH 406 SF 150 3
N
SECTION 1009
ACCESSIBLE MEANS OF EGRESS
1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF
EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY ACCESSIBLE MEANS OF EGRESS IN AT LEAST THE SAME NUMBER AS REQUIRED BY SECTIONS 1006.2 OR
1006.3. IN ADDITION TO THE REQUIREMENTS OF THIS CHAPTER, MEANS OF EGRESS, WHICH PROVIDE ACCESS TO, OR EGRESS FROM, BUILDINGS FOR PERSONS WITH DISABILI-TIES, SHALL ALSO COMPLY WITH THE REQUIREMENTS OF CHAPTER 11A OR 11B AS
APPLICABLE.
EXCEPTIONS:
1. ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO BE PROVIDED IN EXISTING BUILDINGS.
2. ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED FROM AN ACCESSIBLE MEZZANINE LEVEL IN ACCORDANCE WITH SECTION 1009.3, 1009.4 OR 1009.5, AND CHAPTER 11A OR 11B, AS APPLICABLE.
3. IN ASSEMBLY AREAS WITH RAMPED AISLES OR STEPPED AISLES, ONE ACCESSIBLE MEANS OF EGRESS IS PERMITTED WHERE THE COMMON PATH OF EGRESS TRAVEL IS ACCESSI-BLE AND MEETS THE REQUIREMENTS IN SECTION 1029.8, AND CHAPTER 11A OR
11B, AS APPLICABLE.
1009.2 CONTINUITY AND COMPONENTS. EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS:
1. ACCESSIBLE ROUTES COMPLYING WITH CHAPTER 11A, SECTIONS 1110A.1 AND 1120A, OR CHAPTER 11B, SECTIONS 11B-206 AND 11B-402, AS APPLICABLE.
2. INTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1023, AND CHAPTER 11A, SECTION 1123A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, APPLICABLE.
3. EXIT ACCESS STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1019.3 OR 1019.4, CHAPTER 11A, SECTION 1123A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, AS APPLICABLE.
4. EXTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1027 AND CHAPTER 11A, SECTION 1115A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, AS APPLICABLE AND SERVING LEVELS OTHER THAN THE LEVEL OF EXIT DISCHARGE.
5. ELEVATORS COMPLYING WITH SECTION 1009.4, AND CHAPTER 11A, SECTION 1124A, OR CHAPTER 11B, SECTIONS 11B-206.6 AND 11B-407, AS APPLICABLE.
6. PLATFORM LIFTS COMPLYING WITH SECTION 1009.5 AND CHAPTER 11A,SECTION 1124A, OR CHAPTER 11B, SECTIONS 11B-206.7, 11B-207.2 AND 11B-410 AS APPLICABLE.
7. HORIZONTAL EXITS COMPLYING WITH SECTION 1026.
8. RAMPS COMPLYING WITH SECTION 1012, AND CHAPTER 11A, SECTIONS 1114A AND 1122A, OR CHAPTER 11B, 11B-405, AS APPLICABLE.
9. AREAS OF REFUGE COMPLYING WITH SECTION 1009.6.
10. EXTERIOR AREAS FOR ASSISTED RESCUE COMPLYING WITH SECTION 1009.7 SERVING EXITS AT THE LEVEL OF EXIT DISCHARGE.
1009.2.1 ELEVATORS REQUIRED. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW A LEVEL OF EXIT DISCHARGE, NOT LESS THAN ONE REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR
COMPLYING WITH SECTION 1009.4.
EXCEPTIONS:
1. IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE ELEVATOR SHALL NOT BE REQUIRED ON FLOORS PROVIDED WITH A HORIZONTAL EXIT AND LOCATED AT
OR ABOVE THE LEVELS OF EXIT DISCHARGE.
2. IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE ELEVATOR SHALL NOT BE REQUIRED ON FLOORS PROVIDED WITH A RAMP CONFORMING TO THE
PROVISIONS OF SECTION 1012.
1009.3 STAIRWAYS. IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, A STAIRWAY BETWEEN STORIES SHALL HAVE A CLEAR WIDTH OF 48 INCHES (1219 MM) MINIMUM BETWEEN HANDRAILS AND SHALL EITHER INCORPORATE AN AREA
OF REFUGE WITHIN AN ENLARGED FLOOR-LEVEL LANDING OR SHALL BE ACCESSED FROM AN AREA OF REFUGE COMPLYING WITH SECTION 1009.6. EXIT ACCESS STAIRWAYS THAT CONNECT LEVELS IN THE SAME STORY ARE NOT PERMITTED AS PART OF AN
ACCESSIBLE MEANS OF EGRESS. [DSA-AC & HCD 1-AC] IN ADDITION, EXIT STAIRWAYS SHALL COMPLY WITH CHAPTER 11A, SECTIONS 1115A AND 1123A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, AS APPLICABLE.
EXCEPTIONS:
1. EXIT ACCESS STAIRWAYS PROVIDING MEANS OF EGRESS FROM MEZZANINES ARE PERMITTED AS PART OF AN ACCESSIBLE MEANS OF EGRESS.
2. THE CLEAR WIDTH OF 48 INCHES (1219 MM) BETWEEN HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
3. THE CLEAR WIDTH OF 48 INCHES (1219 MM) BETWEEN HANDRAILS IS NOT REQUIRED FOR STAIRWAYS ACCESSED FROM A REFUGE AREA IN CONJUNCTION WITH A HORIZONTAL EXIT.
4. AREAS OF REFUGE ARE NOT REQUIRED AT EXIT ACCESS STAIR-WAYS WHERE TWO-WAY COMMUNICATION IS PROVIDED AT THE ELEVATOR LANDING IN ACCORDANCE WITH SECTION 1009.8.
5. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
6. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS SERVING OPEN PARKING GARAGES.
7. AREAS OF REFUGE ARE NOT REQUIRED FOR SMOKE-PROTECTED ASSEMBLY SEATING AREAS COMPLYING WITH SECTION 1029.6.2.
8. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN GROUP R-2 OCCUPANCIES.
9. AREAS OF REFUGE ARE NOT REQUIRED FOR STAIRWAYS ACCESSED FROM A REFUGE AREA IN CONJUNCTION WITH A HORIZONTAL EXIT.
1009.4 ELEVATORS. IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, AN ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS, TITLE 8,
DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS. STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003.
THE ELEVATOR SHALL BE ACCESSED FROM AN AREA OF REFUGE COMPLYING WITH SECTION 1009.6.
EXCEPTIONS:
1. AREAS OF REFUGE ARE NOT REQUIRED AT THE ELEVATOR IN OPEN PARKING GARAGES.
2. AREAS OF REFUGE ARE NOT REQUIRED IN BUILDINGS AND FACILITIES EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2
3. AREAS OF REFUGE ARE NOT REQUIRED AT ELEVATORS NOT REQUIRED TO BE LOCATED IN A SHAFT IN ACCORDANCE WITH SECTION 712.
4. AREAS OF REFUGE ARE NOT REQUIRED AT ELEVATORS SERVING SMOKE-PROTECTED ASSEMBLY SEATING AREAS COMPLYING WITH SECTION 1029.6.2.
5. AREAS OF REFUGE ARE NOT REQUIRED FOR ELEVATORS ACCESSED FROM A REFUGE AREA IN CONJUNCTION WITH A HORIZONTAL EXIT.
SCALE: 1/16" = 1'-0"G0
.
5
22BLDG. C & D EXITING PLAN - LEVEL 1
OCCUPANCY SCHEDULE - BLDG C & D LEVEL 1
NUMBER NAME AREA
OCCUPANT
FACTOR OCCUPANT LOAD
C 154 KITCHEN 1,028 SF 200 6
C 157 SERVICE STATION 66 SF 150 1
C 158 BOARD ROOM 215 SF 15 15
C 159 MEETING ROOM 597 SF 15 40
C 161 RESTAURANT DINING
(THE OVALO)
2,054 SF 15 137
C 162 V.I.P DINING 2 205 SF 15 14
C 163 V.I.P DINING 1 281 SF 15 19
C 164 FUTURE JAPANESE
RESTAURANT
974 SF 15 65
C 165 FUTURE JAPANESE
RESTAURANT KITCHEN
526 SF 200 3
C 166 FUTURE JAPANESE
RESTAURANT (V.I.P.
ROOM)
414 SF 15 28
D 005 ELEC. 349 SF 300 2
D 005A MDF RM 107 SF 300 1
D 006 RISER RM. 88 SF 300 1
D 102 FITNESS CENTER 1,068 SF 50 22
D 104 KITCHEN 617 SF 200 4
D 107 DRY STORAGE 146 SF 300 1
D 112 BANQUET STORAGE 26 SF 300 1
D 113 PREFUNCTION 1,436 SF 15 96
D 114 BANQUET ROOM #1 3,672 SF 15 245
D 115 BANQUET ROOM #2 3,443 SF 15 230
D 117 STAGING 375 SF 200 2
D 118 F&B OFFICE 55 SF 150 1
D 120 OUTDOOR LOUNGE 2,333 SF 15 156
D 123 POOL DECK 1,942 SF 15 130
D 124 POOL 740 SF 50 15
D 126 COURTYARD 3,271 SF 15 219
D 127 WARMING KITCHEN/
SERVING SETUP
264 SF 200 2
D 129 HALL 743 SF 200 4
D 132 DOMESTIC WATER
PUMP ROOM
117 SF 200 1
TOTAL 1760
NO.DATE ISSUES & REVISIONS
11.21.23 PERMIT SET
(BULLETIN 1 - IFC SET)
07.29.24 BULLETIN 9
XX.XX.24 BULLETIN Z (NOT
SHOWN)
09/16/2024
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
FP
EDISONUTILITIES
1" : 12"DN
1" : 12"DN
GM SLPB
HUNTINGTON DR.
SLOPE
SLOPE
DN
UPDN
DN
ROOM NUMBER
AREA
OCCUPANT LOAD
FACTOR PER CBC
2019 TABLE 1004.5
OCCUPANT LOAD
ACCUMULATED
LOAD AND TRAVEL
DIRECTION
EGRESS PATH OF
TRAVEL
EXIT STAIR
OL - ###
OF : ###
##" REQUIRED
##" PROVIDED
EXIT DOOR
OL - ###
OF : ###
##" REQUIRED
##" PROVIDED
CAPACITY FACTOR
PER CBC 2019
SECTION 1005.3.2
REQUIRED WIDTH
DOOR LOAD
PROVIDED WIDTH
###
LEGEND
CAPACITY FACTOR
PER CBC 2019
SECTION 1005.3.1
REQUIRED WIDTH
STAIR LOAD
PROVIDED WIDTH
ROOM NAME
101
150 SF
OF : ###
OL - ###
NON-RATED WALL
1-HOUR FIRE PROTECTED WALL
1-HOUR RATED WALL
2-HOUR RATED WALL
2-HOUR FIRE PROTECTED WALL
3-HOUR RATED WALL
4-HOUR RATED WALL
CONCRETE WALL
CONCRETE MASONRY UNIT WALL
WALL TYPES
1. EVERY ASSEMBLY AREA SHALL HAVE THE
OCCUPANT LOAD POSTED IN A CONSPICUOUS
PLACE NEAR THE MAIN EXIT OF THE ROOM
(CBC 1004.9). SEE G0.38 FOR TYPICAL SIGNAGE
MOUNTING REQUIREMENTS AND TEXT SIZING.
SHEET NOTES
125
117
114
170
169
EXIT SEPA
RATIO
N:
42'-4"
EGRESS COURT
94" REQ'D WIDTH
96" PROVIDED
11' - 2 1/2"
COURTYARD
3271 SF
OF: 15
OL: 219
EXIT STAIR
OL : 468
OF : 0.3
141" REQ'D
96" STAIR + 48" RAMP
PROVIDED
EXIT STAIR
OL : 467
OF : 0.3
140" REQ'D
96" STAIR + 48" RAMP
PROVIDED
EGRESS COURT
467
468
E
X
I
T
S
E
P
A
R
A
T
I
O
N
:
M
A
X
D
I
A
G
O
N
A
L
D
I
S
T
A
N
C
E
:
1
0
6
'
-
7
"
1
0
6
'
-
7
"
EXIT SEPARATION:139'-0"
135
114
223
24
48
194
15 20 20
19
14
4
6
24
SCALE: 1/16" = 1'-0"G0
.
5
2
A1COURTYARD EGRESS ANALYSIS
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
8/
1
/
2
0
2
4
4
:
5
4
:
1
4
P
M
G0.52A
BLDG. C & D EXITING -
COURTYARD ANALYSIS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
N
SECTION 1009
ACCESSIBLE MEANS OF EGRESS
1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED. ACCESSIBLE MEANS OF EGRESS SHALL COMPLY WITH THIS SECTION. ACCESSIBLE SPACES SHALL BE PROVIDED WITH NOT LESS THAN ONE ACCESSIBLE MEANS OF EGRESS. WHERE MORE THAN ONE MEANS OF
EGRESS ARE REQUIRED BY SECTION 1006.2 OR 1006.3 FROM ANY ACCESSIBLE SPACE, EACH ACCESSIBLE PORTION OF THE SPACE SHALL BE SERVED BY ACCESSIBLE MEANS OF EGRESS IN AT LEAST THE SAME NUMBER AS REQUIRED BY SECTIONS 1006.2 OR
1006.3. IN ADDITION TO THE REQUIREMENTS OF THIS CHAPTER, MEANS OF EGRESS, WHICH PROVIDE ACCESS TO, OR EGRESS FROM, BUILDINGS FOR PERSONS WITH DISABILI-TIES, SHALL ALSO COMPLY WITH THE REQUIREMENTS OF CHAPTER 11A OR 11B AS
APPLICABLE.
EXCEPTIONS:
1. ACCESSIBLE MEANS OF EGRESS ARE NOT REQUIRED TO BE PROVIDED IN EXISTING BUILDINGS.
2. ONE ACCESSIBLE MEANS OF EGRESS IS REQUIRED FROM AN ACCESSIBLE MEZZANINE LEVEL IN ACCORDANCE WITH SECTION 1009.3, 1009.4 OR 1009.5, AND CHAPTER 11A OR 11B, AS APPLICABLE.
3. IN ASSEMBLY AREAS WITH RAMPED AISLES OR STEPPED AISLES, ONE ACCESSIBLE MEANS OF EGRESS IS PERMITTED WHERE THE COMMON PATH OF EGRESS TRAVEL IS ACCESSI-BLE AND MEETS THE REQUIREMENTS IN SECTION 1029.8, AND CHAPTER 11A OR
11B, AS APPLICABLE.
1009.2 CONTINUITY AND COMPONENTS. EACH REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE CONTINUOUS TO A PUBLIC WAY AND SHALL CONSIST OF ONE OR MORE OF THE FOLLOWING COMPONENTS:
1. ACCESSIBLE ROUTES COMPLYING WITH CHAPTER 11A, SECTIONS 1110A.1 AND 1120A, OR CHAPTER 11B, SECTIONS 11B-206 AND 11B-402, AS APPLICABLE.
2. INTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1023, AND CHAPTER 11A, SECTION 1123A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, APPLICABLE.
3. EXIT ACCESS STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1019.3 OR 1019.4, CHAPTER 11A, SECTION 1123A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, AS APPLICABLE.
4. EXTERIOR EXIT STAIRWAYS COMPLYING WITH SECTIONS 1009.3 AND 1027 AND CHAPTER 11A, SECTION 1115A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, AS APPLICABLE AND SERVING LEVELS OTHER THAN THE LEVEL OF EXIT DISCHARGE.
5. ELEVATORS COMPLYING WITH SECTION 1009.4, AND CHAPTER 11A, SECTION 1124A, OR CHAPTER 11B, SECTIONS 11B-206.6 AND 11B-407, AS APPLICABLE.
6. PLATFORM LIFTS COMPLYING WITH SECTION 1009.5 AND CHAPTER 11A,SECTION 1124A, OR CHAPTER 11B, SECTIONS 11B-206.7, 11B-207.2 AND 11B-410 AS APPLICABLE.
7. HORIZONTAL EXITS COMPLYING WITH SECTION 1026.
8. RAMPS COMPLYING WITH SECTION 1012, AND CHAPTER 11A, SECTIONS 1114A AND 1122A, OR CHAPTER 11B, 11B-405, AS APPLICABLE.
9. AREAS OF REFUGE COMPLYING WITH SECTION 1009.6.
10. EXTERIOR AREAS FOR ASSISTED RESCUE COMPLYING WITH SECTION 1009.7 SERVING EXITS AT THE LEVEL OF EXIT DISCHARGE.
1009.2.1 ELEVATORS REQUIRED. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW A LEVEL OF EXIT DISCHARGE, NOT LESS THAN ONE REQUIRED ACCESSIBLE MEANS OF EGRESS SHALL BE AN ELEVATOR
COMPLYING WITH SECTION 1009.4.
EXCEPTIONS:
1. IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE ELEVATOR SHALL NOT BE REQUIRED ON FLOORS PROVIDED WITH A HORIZONTAL EXIT AND LOCATED AT
OR ABOVE THE LEVELS OF EXIT DISCHARGE.
2. IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2, THE ELEVATOR SHALL NOT BE REQUIRED ON FLOORS PROVIDED WITH A RAMP CONFORMING TO THE
PROVISIONS OF SECTION 1012.
1009.3 STAIRWAYS. IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, A STAIRWAY BETWEEN STORIES SHALL HAVE A CLEAR WIDTH OF 48 INCHES (1219 MM) MINIMUM BETWEEN HANDRAILS AND SHALL EITHER INCORPORATE AN AREA
OF REFUGE WITHIN AN ENLARGED FLOOR-LEVEL LANDING OR SHALL BE ACCESSED FROM AN AREA OF REFUGE COMPLYING WITH SECTION 1009.6. EXIT ACCESS STAIRWAYS THAT CONNECT LEVELS IN THE SAME STORY ARE NOT PERMITTED AS PART OF AN
ACCESSIBLE MEANS OF EGRESS. [DSA-AC & HCD 1-AC] IN ADDITION, EXIT STAIRWAYS SHALL COMPLY WITH CHAPTER 11A, SECTIONS 1115A AND 1123A, OR CHAPTER 11B, SECTIONS 11B-210 AND 11B-504, AS APPLICABLE.
EXCEPTIONS:
1. EXIT ACCESS STAIRWAYS PROVIDING MEANS OF EGRESS FROM MEZZANINES ARE PERMITTED AS PART OF AN ACCESSIBLE MEANS OF EGRESS.
2. THE CLEAR WIDTH OF 48 INCHES (1219 MM) BETWEEN HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
3. THE CLEAR WIDTH OF 48 INCHES (1219 MM) BETWEEN HANDRAILS IS NOT REQUIRED FOR STAIRWAYS ACCESSED FROM A REFUGE AREA IN CONJUNCTION WITH A HORIZONTAL EXIT.
4. AREAS OF REFUGE ARE NOT REQUIRED AT EXIT ACCESS STAIR-WAYS WHERE TWO-WAY COMMUNICATION IS PROVIDED AT THE ELEVATOR LANDING IN ACCORDANCE WITH SECTION 1009.8.
5. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2.
6. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS SERVING OPEN PARKING GARAGES.
7. AREAS OF REFUGE ARE NOT REQUIRED FOR SMOKE-PROTECTED ASSEMBLY SEATING AREAS COMPLYING WITH SECTION 1029.6.2.
8. AREAS OF REFUGE ARE NOT REQUIRED AT STAIRWAYS IN GROUP R-2 OCCUPANCIES.
9. AREAS OF REFUGE ARE NOT REQUIRED FOR STAIRWAYS ACCESSED FROM A REFUGE AREA IN CONJUNCTION WITH A HORIZONTAL EXIT.
1009.4 ELEVATORS. IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS OF EGRESS, AN ELEVATOR SHALL COMPLY WITH THE EMERGENCY OPERATION AND SIGNALING DEVICE REQUIREMENTS OF CALIFORNIA CODE OF REGULATIONS, TITLE 8,
DIVISION 1, CHAPTER 4, SUBCHAPTER 6, ELEVATOR SAFETY ORDERS. STANDBY POWER SHALL BE PROVIDED IN ACCORDANCE WITH CHAPTER 27 AND SECTION 3003.
THE ELEVATOR SHALL BE ACCESSED FROM AN AREA OF REFUGE COMPLYING WITH SECTION 1009.6.
EXCEPTIONS:
1. AREAS OF REFUGE ARE NOT REQUIRED AT THE ELEVATOR IN OPEN PARKING GARAGES.
2. AREAS OF REFUGE ARE NOT REQUIRED IN BUILDINGS AND FACILITIES EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION 903.3.1.1 OR 903.3.1.2
3. AREAS OF REFUGE ARE NOT REQUIRED AT ELEVATORS NOT REQUIRED TO BE LOCATED IN A SHAFT IN ACCORDANCE WITH SECTION 712.
4. AREAS OF REFUGE ARE NOT REQUIRED AT ELEVATORS SERVING SMOKE-PROTECTED ASSEMBLY SEATING AREAS COMPLYING WITH SECTION 1029.6.2.
5. AREAS OF REFUGE ARE NOT REQUIRED FOR ELEVATORS ACCESSED FROM A REFUGE AREA IN CONJUNCTION WITH A HORIZONTAL EXIT.
NO.DATE ISSUES & REVISIONS
11.21.23 PERMIT SET
(BULLETIN 1 - IFC SET)
07.29.24 BULLETIN 9
09/16/2024
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ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
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PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
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GENERAL NOTES
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
GENERAL NOTES:
1.ALL WORK SHALL CONFORM TO REQUIREMENTS OF CALIFORNIA FIRE CODE, STATE BUILDING CODE,
TITLE 24, PART 9, AND ALL OTHER APPLICABLE CODES, AS ADOPTED BY THE CITY OF ARCADIA AND ALL OTHER
GOVERNING AUTHORITIES HAVING JURISDICTION.
2.ALL REQUIRED PERMITS SHALL BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE THE BUILDING IS
OCCUPIED.
3.PROVIDE AN AUTOMATIC FIRE SPRINKLER SYSTEM THROUGHOUT. SPRINKLER SYSTEM PLANS TO BE
SUBMITTED TO ARCHITECT, DEPARTMENT OF BUILDING SAFETY AND PLUMBING DIVISION, AND LOS ANGELES
FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION. THE AUTOMATIC FIRE SPRINKLER SYSTEM SHALL
BE DESIGNED ON ACCORDANCE WITH NFPA 13. CFC 903
4.PROVIDE AN APPROVED MANUAL/AUTOMATIC FIRE ALARM SYSTEM IN ACCORDANCE WITH CFC 907.2.8.
PLANS TO BE SUBMITTED TO THE FIRE DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION.
5.ALL EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND THE TWO LAMPS SHALL BE ENERGIZED FROM
SEPARATE CIRCUITS. ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES WIRING SYSTEM. IN
THE EVENT OF POWER FAILURE, THE SYSTEM SHALL BE AUTOMATICALLY PROVIDED FROM AN EMERGENCY
SYSTEM. ALL LIGHTED EXIT SIGNS SHALL HAVE STROKE BLOCK LETTERS ON A CONTRASTING BACKGROUND IN
ACCORDANCE WITH LOCAL CODES.
6.ALL EXIT WAYS SHALL BE ILLUMINATED BY AN APPROVED EMERGENCY LIGHTING SYSTEM DESIGNED TO
OPERATE WHEN THE BUILDING POWER SOURCE IS INTERRUPTED. EMERGENCY LIGHTING SYSTEM SHALL GIVE
A MINIMUM VALUE OF ONE-FOOT CANDLE AT FLOOR LEVEL.
7.EXIT PATH LIGHTING SHALL BE PROVIDED FOR STAIRWAYS, HALLWAYS, EXIT PASSAGEWAYS, AND EGRESS
TO A PUBLIC WAY ANY TIME THE BUILDING IS OCCUPIES.
8.PROVIDE PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS THAN 2-A OR 2-A10BC WITHIN 75
FEET TRAVEL DISTANCE TO ALL PORTIONS OF THE BUILDING ON EACH FLOOR OR AS REQUIRED BY THE FIRE
DEPARTMENT OR FIELD INSPECTOR; ALSO DURING CONSTRUCTION. PORTABLE FIRE EXTINGUISHER IN
ELECTRICAL ROOMS, MECHANICAL ROOMS, OR PARKING SHALL NOT BE RATED LESS THAN 10 BC.
9.PORTABLE FIRE EXTINGUISHERS SHALL BE HANGED NO MORE THAN 5 FEET HIGH IN LOCATIONS
DESIGNATED BY THE LOCAL FIRE DEPARTMENT. THEY SHALL BE HOUSED IN A CABINET. THEY SHALL BE IN A
NORMAL PART OF TRAVEL AND SIGNS SHALL BE CONSPICUOUS. LOCATIONS SHALL BE COORDINATED WITH
THE ARCHITECT PRIOR TO INSTALLATION.
10.FIRE APPARATUS ACCESS ROADS AND WATER SUPPLIES FOR FIRE PROTECTION, SHALL BE INSTALLED AND
MADE SERVICEABLE PRIOR TO AND DURING TIME OF CONSTRUCTION. CFC 501.4
11.STREET OR ROAD SIGNS -TEMPORARY SIGNS SHALL BE INSTALLED AT EACH STREET INTERSECTION WHEN
CONSTRUCTION OF NEW ROADWAYS ALLOWS PASSAGE BY VEHICLES. SIGNS SHALL BE OF AN APPROVED
SIZE, WEATHER RESISTANT AND BE MAINTAINED UNTIL REPLACE BY PERMANENT SIGNS. CFC 505.2
12.PROVIDE BUILDING ADDRESS NUMBERS, VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE
PROPERTY PER FHPS P-00-6
13.FIRE APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT THE IMPOSED LOADS
OF FIRE APPARATUS AND SHALL BE SURFACED SO AS TO PROVIDE ALL WEATHER DRIVING CAPABILITIES. CFC
503.2.3
14.CLEAR SPACE AROUND HYDRANTS -A 3 FT CLEAR SPACE SHALL BE MAINTAINED AROUND THE
CIRCUMFERENCE OF FIRE HYDRANTS, EXCEPT AS OTHERWISE REQUIRED OR APPROVED. CFC 507.5.5
15.PHYSICAL PROTECTION -WHERE FIRE HYDRANTS ARE SUBJECT TO IMPACT BY A MOTOR VEHICLE, GUARD
POSTS OR OTHER APPROVED MEANS SHALL COMPLY WITH SECTION 312. CFC 507.5.6
16.DEAD ENDS -DEAD END FIRE APPARATUS ACCESS ROADS IN EXCESS OF 150 FEET IN LENGTH SHALL BE
PROVIDED WITH AN APPROVED AREA FOR TURNING AROUND FIRE APPARATUS. CFC 503.2.5
17.SECURITY GATES -WHERE SECURITY GATES ARE INSTALLED, THEY SHALL HAVE AN APPROVED MEANS OF
EMERGENCY OPERATION. THE SECURITY GATES AND EMERGENCY OPERATION SHALL BE MAINTAINED
OPERATIONAL AT ALL TIMES. ELECTRIC GATE OPERATORS, WHERE PROVIDED, SHALL BE LISTED IN
ACCORDANCE WITH UL 325. GATES INTENDED FOR AUTOMATIC OPERATION SHALL BE DESIGNED,
CONSTRUCTED AND INSTALLED TO COMPLY WITH THE REQUIREMENTS OF ASTM F 2200.
18.VEGETATION SHALL BE SELECTED AND MAINTAINED IN SUCH A MANNER AS TO ALLOW IMMEDIATE ACCESS
TO ALL HYDRANTS, VALVES, FIRE DEPARTMENT CONNECTIONS, PULL STATIONS, EXTINGUISHERS, SPRINKLER
RISERS, ALARM CONTROL PANELS, RESCUE WINDOWS AND OTHER DEVICES OR AREAS USED FOR
FIREFIGHTING PURPOSED. VEGETATION OR BUILDING FEATURES SHALL NOT OBSTRUCT ADDRESS NUMBERS
OR INHIBIT THE FUNCTIONING OF ALARM BELLS, HORNS OR STROBES.
19.APPROVED DOCUMENTS -CONSTRUCTION DOCUMENTS APPROVED BY THE FIRE CODE OFFICIAL ARE
APPROVED WITH THE INTENT THAT SUCH CONSTRUCTION DOCUMENTS COMPLY IN ALL RESPECTS WITH CFC
105.4.4. REVIEW AND APPROVAL BY THE FIRE CODE OFFICIAL SHALL NOT RELIEVE THE APPLICANT OF THE
RESPONSIBILITY OF COMPLIANCE WITH THIS CODE.
20.LOCATIONS AND CLASSIFICATIONS OF EXTINGUISHERS SHALL BE IN ACCORDANCE WITH CFC 906 AND
CALIFORNIA CODE REGULATIONS (CCR), TITLE 19.
21.DURING CONSTRUCTION, AT LEAST ONE EXTINGUISHER SHALL BE PROVIDED ON EACH FLOOR LEVEL AT
EACH STAIRWAY, IN ALL STORAGE AND CONSTRUCTION SHEDS, IN LOCATIONS WHERE FLAMMABLE OR
COMBUSTIBLE LIQUIDS ARE STORED OR USED, AND WHERE OTHER SPECIAL HAZARDS ARE PRESENT PER CFC
3315.1
716)
22.IN BUILDINGS THAT REQUIRE STANDPIPES, STANDPIPES SHALL BE PROVIDED DURING CONSTRUCTION
WHEN THE HEIGHT REACHES 40 FEET ABOVE THE LOWEST LEVEL OF FIRE DEPARTMENT VEHICULAR ACCESS.
A FIRE DEPARTMENT CONNECTION SHALL BE NO MORE THAN 100 FEET FROM AVAILABLE FIRE DEPARTMENT
VEHICULAR ACCESS ROADWAYS. CFC 3310, 3313
23.BUILDINGS UNDERGOING CONSTRUCTION, ALTERATION, OR DEMOLITION SHALL CONFORM TO CFC
CHAPTER 33. WELDING, CUTTING, AND OTHER HOT WORK SHALL BE IN CONFORMANCE WITH CFC CHAPTER 35.
24.WALL, FLOOR AND CEILING FINISHES AND MATERIALS SHALL NOT EXCEED THE INTERIOR FINISH
CLASSIFICATIONS IN CBC TABLE 803.9 AND SHALL MEET THE FLAME PROPAGATION PERFORMANCE CRITERIA
OF THE CALIFORNIA CODE OF REGULATIONS, TITLE 19, DIVISION 1. DECORATION MATERIALS SHALL BE
PROPERLY TREATED BY A PRODUCT OR PROCESS APPROVED BY THE STATE FIRE MARSHAL WITH
APPROPRIATE DOCUMENTATION PROVIDED TO THE CITY OF ARCADIA.
25.DUMPSTERS AND TRASH CONTAINERS EXCEEDING 1.5 CUBIC YARDS SHALL NOT BE STORED IN BUILDINGS
OR PLACED WITHIN 5 FEET OF COMBUSTIBLE WALLS, OPENINGS OR COMBUSTIBLE ROOF EAVE LINES UNLESS
PROTECTED BY AN APPROVED SPRINKLER SYSTEM OR LOCATED IN A TYPE I OR IIA STRUCTURE SEPARATED
BY 10 FEET FROM OTHER STRUCTURES. CONTAINERS LARGER THAN 1 CUBIC YARD SHALL BE OF NON-OR
LIMITED-COMBUSTIBLE MATERIALS OR SIMILARLY PROTECTED OR SEPARATED. CFC 304.3
26.EXITS, EXIT SIGNS, FIRE ALARM PANELS, HOSE CABINETS, FIRE EXTINGUISHER LOCATIONS, AND STANDPIPE
CONNECTIONS SHALL NOT BE CONCEALED BY CURTAINS, MIRRORS, OR OTHER DECORATIVE MATERIAL.
27.OPEN FLAMES, FIRE, AND BURNING ON ALL PREMISES IS PROHIBITED EXCEPT AS SPECIFICALLY PERMITTED
BY THE CITY OF ARCADIA AND CFC 308.
28.THE EGRESS PATH SHALL REMAIN FREE AND CLEAR OF ALL OBSTRUCTIONS AT ALL TIMES. NO STORAGE IS
PERMITTED IN ANY EGRESS PATHS.
29.PROVIDE "EMERGENCY RESPONDER RADIO COVERAGE" IN ACCORDANCE WITH CFC 510
30.PROVIDE ULTRA-LOW FLUSH WATER CLOSET FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS
AND TOILETS MUST BE ADAPTEDFOR LOW WATER CONSUMPTION.
31 SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE
FINISHED WITH A SMOOTH , NONABSORBENT SURFACE TO HEIGHT NOT LESS THAN 72 INCHES ABOVE THE
DRAIN INLET (SECTION 1210.2.3). USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE AS STATED
IN SECTION 2509.3
32.WATER HEATERS MUST BE STRAPPED TO A WALL (SEC. 507.3, UPC)
33.THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS, PUMPS,
VALVES, METERS, APPURTENANCES, ETC.) OR TO THE LOCATION OF THE HOOK-UP. THE CONSTRUCTION
SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES, WHETHER OR NOT THE LINES ARE LOCATED ON THE
PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/OR ADDITIONAL EXPENSES.
34.AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE
DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING
OR STRUCTURE CONTAINING THE FUEL GAS PIPING. (PER ORDINANCE 170, 158) (INCLUDES COMMERCIAL
ADDITIONS AND TI WORK OVER $10,000.) SEPARATE PLUMBING PERMIT IS REQUIRED.
GENERAL NOTES (CONT.):
35.PROVIDE ULTRA-LOW FLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWER HEADS
AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
36.SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS SHALL BE
FINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO HEIGHT NOT LESS THAN 72 INCHES ABOVE THE
DRAIN INLET (SECTION 1210.2.3). USE OF WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE AS STATED
IN SECTION 2509.3
37.WATER HEATERS MUST BE STRAPPED TO A WALL (SEC. 507.3, UPC)
38.UNIT SKYLIGHTS SHALL BE LABELED BY AN APPROVED LABELLING AGENCY. SUCH LABEL SHALL STATE
THE APPROVED LABELLING AGENCY NAME, PRODUCT DESIGNATION AND PERFORMANCE GRADE RATING
(RESEARCH REPORT NOT REQUIRED), 2405.5
39.A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE.
40.REGISTERED DEPUTY GRADING INSPECTOR IS REQUIRED ON GRADING AND FOUNDATION EARTHWORK
WHERE (SITE EXCEEDS 60,000 SF.) (CUT OR FILL SLOPES EXCEED 2:1) (CUTS EXCEED 40 FT. IN HEIGHT AND
WITHIN 20 FT. OF A PROPERTY LINE) (FOUNDATION EXCAVATION BELOW A 1:1 PLANE FROM PROPERTY LINE)
(PROJECTS INVOLVE UNUSUAL HAZARDS) (SHORING WORK INCLUDING SLOT-CUTS)
41. BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONSES. SEE LOS ANGELES
FIRE CODE SECTION 510 FOR MORE DETAILS.
42. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT
VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72. (907.2.9, 907.5.2.3.3, 907.5.2.3.4)
43.THE STRUCTURAL, MECHANICAL, PLUMBING, ELECTRICAL, & INTERIOR DRAWINGS ARE SUPPLEMENTARY TO
THE ARCHITECTURAL DRAWINGS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO CHECK WITH
THE ARCHITECTURAL DRAWINGS BEFORE PROCEEDING WITH THE INSTALLATION OF STRUCTURAL,
MECHANICAL, PLUMBING, ELECTRICAL, OR FINISH WORK. SHOULD THERE BE A DISCREPANCY BETWEEN THE
ARCHITECTURAL DRAWINGS AND THE CONSULTANT DRAWINGS THAT WOULD CAUSE AN AWKWARD
INSTALLATION, IT SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION FOR CLARIFICATION PRIOR TO
INSTALLATION OF SAID WORK. ANY WORK INSTALLED IN CONFLICT WITH THE ARCHITECTURAL DRAWINGS
SHALL BE CORRECTED BY THE CONTRACTOR AT HIS EXPENSE AND AT NO ADDITIONAL EXPENSE TO THE
OWNERS OR ARCHITECT.
44.SPECIFICATIONS, BOUND SEPARATELY, ARE A PART OF THESE CONTRACT DOCUMENTS.
45.IN NO CASE SHALL DRAWINGS BE SCALED FOR DIMENSIONS. THE CONTRACTOR SHALL VERIFY ALL
CONDITIONS AND DIMENSIONS IN THE FIELD BEFORE PROCEEDING WITH SUBSEQUENT WORK. THE
ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES FOR CLARIFICATION PRIOR TO PROCEEDING WITH
SAID WORK.
46.THE SYMBOLS AND ABBREVIATIONS USED ON THESE DRAWINGS ARE CONSIDERED TO BE CONSTRUCTION
STANDARDS. IF THE CONTRACTOR HAS QUESTIONS REGARDING THEM OR THEIR EXACT MEANING HE SHALL
NOTIFY THE ARCHITECT FOR CLARIFICATION.
47.NO SUBSTITUTIONS SHALL BE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL. REQUESTS FOR
SUBSTITUTIONS SHALL BE IN CONFORMANCE WITH THE SPECIFICATIONS.
48.SHOP DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE
SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL SUBMIT A SCHEDULE OF SUBMITTALS AND SAMPLES
FOR THE ARCHITECT'S APPROVAL.
49.GENERAL CONTRACTOR SHALL COORDINATE SITE PLUMBING, DRAINAGE, ELECTRICAL, TELEPHONE AND
EXISTING UTILITIES WORK TO PROVIDE A COMPLETE OPERATING SYSTEM.
50.ALL REQUIRED WORK AND REPAIR OF DAMAGES ON AND OFF PUBLIC PROPERTY (SIDEWALKS,
DRIVEWAYS,CURBS, STREETS, ETC.) SHALL BE DONE ACCORDING TO THE GOVERNING REGULATIONS. MATCH
AND PATCH OF THIS WORK IS TO BE CONSISTENT WITH REGULATIONS AND EXISTING ADJOINING CONDITIONS.
51.ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF CONCRETE OR MASONRY UNITS, CENTERLINE OF STEEL
BEAMS OR COLUMNS, UNLESS OTHERWISE NOTED.
52.FINISH FLOOR ELEVATIONS ARE TO TOP OF CONCRETE, UNLESS OTHERWISE NOTED.
53.CEILING HEIGHT DIMENSIONS ARE TO FINISHED SURFACES, UNLESS OTHERWISE NOTED.
54.OFFSET STUDS WHERE REQUIRED SO THAT FINISH WALL SURFACE WILL BE FLUSH.
55.ALL FRAMING MEMBERS SHALL BE SO ARRANGED AND SPACED AS TO PERMIT INSTALLATION OF PIPE,
CONDUITS AND DUCTWORK WITH A MINIMUM OF CUTTING. CONTRACTOR SHALL PROVIDE AND INSTALL ALL
STIFFENERS, BRACES, BACK-UP PLATES AND SUPPORTING BRACKETS REQUIRED FOR THE INSTALLATION OF
ALL WALL MOUNTED OR SUSPENDED STAIR RAILINGS, CASEWORK, TOILET ROOM ACCESSORIES,
MECHANICAL, ELECTRICAL, PLUMBING, OR MISCELLANEOUS EQUIPMENT.
56.GYPSUM BOARD AT EXTERIOR WALLS, WHERE SHOWN, SHALL EXTEND TO THE UNDERSIDE OF DECK.
57.DUCTS PENETRATING STUD WALLS OR SHAFT WALLS SHALL BE PROVIDED WITH NECESSARY FRAMES,
BRACING AND SMOKE AND ACOUSTICAL SEALANT AROUND THE OPENING.
58.ALL EQUIPMENT RECESSED INTO FIRE RATED WALLS SHALL BE PROVIDED WITH BACKING BEHIND TO
MAINTAIN THE FIRE RATING OF THAT WALL.
59.CONTRACTOR SHALL VERIFY SIZES AND LOCATIONS OF ALL MECHANICAL EQUIPMENT PADS AND BASES, AS
WELL AS POWER AND WATER OR DRAIN INSTALLATIONS WITH EQUIPMENT MANUFACTURERS BEFORE
PROCEEDING WITH THE WORK. CHANGES TO ACCOMMODATE FIELD CONDITIONS OR SUBSTITUTIONS SHALL
BE MADE WITHOUT ADDITIONAL COST TO OWNER OR ARCHITECT.
60.CONTACT BETWEEN DISSIMILAR METALS SHALL BE PROTECTED AS DESCRIBED IN THE SPECIFICATIONS.
61.CONTRACTOR TO VERIFY ALL CONCRETE/MASONRY OPENINGS IN THE FIELD PRIOR TO THE FABRICATION
OF DOORS AND FRAMES.
62.ALL DOOR SIZES SHOWN ON THE DOOR SCHEDULE ARE OPENING SIZES. ALLOWANCE FOR THRESHOLDS,
ETC. SHALL BE MADE PRIOR TO DOOR FABRICATION AND INSTALLATION. ALL DOORS AND FRAMES SHALL BE
REINFORCED WHERE REQUIRED FOR CLOSERS, STOPS, HARDWARE, ETC. SEE SPECIFICATIONS FOR FURTHER
INFORMATION.
63.DOORS IN RATED WALLS SHALL CONSIST OF SELF CLOSING, SELF LATCHING ASSEMBLIES WITH SMOKE
AND DRAFT SEALS AT HEAD AND JAMB. DOOR ASSEMBLY RATINGS SHALL BE AS INDICATED ON THE DOOR
SCHEDULE. HOLD OPEN DEVICES ON RATED ASSEMBLIES SHALL BE MAGNETICALLY OPERATED AND
ACTIVATED BY SMOKE DETECTORS TO ALLOW THE DOORS TO AUTOMATICALLY CLOSE. PROVIDE
COORDINATORS FOR PAIRS OF DOORS TO ALLOW FOR PROPER CLOSING SEQUENCE. PROVIDE
MANUFACTURERS INSTALLATION INSTRUCTIONS TO BUILDING OFFICIAL.
GENERAL NOTES (CONT.):
67.DOOR OPENINGS IN GYPSUM BOARD PARTITIONS NOT DIMENSIONED ARE TO BE LOCATED IN THE CENTER
OF THE SPACE OR WITHIN 5" OF ADJOINING PARTITIONS. MOST DOOR OPENINGS IN CONCRETE BLOCK WALLS
ARE TO BE LOCATED TO FIT WITHIN THE BLOCK MODULE UNLESS OTHERWISE NOTED.
68.ALL EXTERIOR DOORS SHALL BE WEATHER-STRIPPED AT JAMBS, HEAD, AND SILL.
69.ROOF DRAINAGE SHALL NOT FLOW OVER PUBLIC PROPERTY, OR ADJACENT PROPERTIES.
70.ONE HOUR CORRIDORS AND ANY ENCLOSED CEILINGS WITHIN THEM SHALL NOT BE USED AS AN INTEGRAL
PART OF THE DUCT SYSTEM, CBC 1018.5
71.NON-RATED DROP CEILINGS IN RATED CORRIDORS IF USED MUST BE NONCOMBUSTIBLE CONSTRUCTION.
72.PROVIDE BLOCKING AND BACKING FOR TOILET ACCESSORIES, MIRRORS, MILLWORK, FF&E AND
ACCESSORIES AND ANY AND ALL LOCATIONS WHERE SURFACE MOUNTED MATERIALS AND EQUIPMENTS MAY
REQUIRE BACKING FOR MOUNTING PURPOSES
73.PROVIDE 3/4" PLYWOOD ON ALL (4) WALLS OF PBX/COMPUTER ROOM
74.AN OCCUPANCY WITH AN OCCUPANT COUNT >50. REFER TO CBC SECTION 1008.1.8.3, ITEM 2 FOR
EXCEPTION.
75.ELECTRICAL ROOMS WITH EQUIPMENT RATED 1,200 AMPERES OR MORE AND OVER 6' WIDE THAT CONTAIN
OVER CURRENT DEVICES, SWITCHING DEVICES OR CONTROL DEVICES WITH EXIT ACCESS DOORS SHALL BE
EQUIPPED WITH PANIC HARDWARE AND DORRS SHALL SWING IN THE DIRECTION OF EGRESS.
76.PENETRATIONS IN FIRE PARTITION BY DUCTS AND AIR TRANSFER OPENINGS SHALL COMPLY WITH CBC
SECTION 716.
77.DUCT PENETRATING THE CEILING MEMBRANE OF THE FIRE RATED FLOOR/CEILING ASSEMBLY SHALL BE
ENCLOSED IN A SHAFT IN ACCORDANCE WITH SECTION 713 OR SHALL HAVE A LISTED CEILING RADIATION
DAMPER INSTALLED AT THE CEILING LINE. CBC 717.6.2
78.JOINTS AND OPENINGS, ANNULAR SPACES AROUND PIPES, ELECTRIC CABLES, CONDUITS, OR OTHER
OPENINGS IN PLATES AT EXTERIOR WALLS SHALL BE PROTECTED AGAINST PASSAGE OF RODENTS BY
CLOSING SUCH OPENINGS WITH CEMENT MORTAR, CONCRETE MASONRY OR SIMILAR METHOD ACCEPTABLE
TO THE ENFORCING AGENCY
[SEC. 4.406.1]
79. OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE
FOLLOWING:
a. THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONE 1-4
b. BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11
c. ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE 5.106.8
80.STAIRWAY REQUIREMENTS:
A. A MAXIMUM 7" RISE AND MINIMUM 11" RUN (TREAD).
B. HANDGRIP PORTION OF HANDRAIL SHALL NOT BE LESS THAN 1-1/4" NOR MORE THAN 2" CROSS-SECTION
DIAM. DIMENSION HAVING A SMOOTH SURFACE WITH NO SHARP CORNERS.
C. A HANDRAIL HEIGHT 34" TO 38" ABOVE THE NOSING, 1-1/2" CLEARANCE TO THE WALL, 1-1/2" MAX. WIDTH
AND ENDS RETURNED TO THE WALL. THE OPEN SIDE SHALL HAVE INTERMEDIATE RAILS OR BALLUSTERS
SPACED 4" MAX
81.EACH LIGHT OF SAFETY GLAZING MATERIAL INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED
BY A PERMANENT LABEL THAT SPECIFIES THE LABELER, AND STATES THAT SAFETY GLAZING MATERIAL HAS
BEEN UTILIZED IN SUCH INSTALLATIONS. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC HAZARDOUS
LOCATIONS FOR THE PURPOSE OF GLAZING
A. GLAZING IN INGRESS AND EGRESS DOORS EXCEPT JALOUSIES.
B. GLAZING IN FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SWINGING
DOORS OTHER THAN WARDROBE DOORS.
C. GLAZING IN ALL UNFRAMED SWINGING DOORS.
82.GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF
GLAZING IS WITHIN A 24" ARC OF VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION AND WHERE THE
BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE WALKING SURFACE SHALL BE SAFETY
GLAZING CBC 2406.3
83.GLAZING AND OPENINGS IN FIRE BARRIERS SHALL BE LIMITED TO 25% OF THE WALL AREA, NO LARGER
THAN 156 SQUARE FEET CBC 706.8
84.WALKS AND SIDEWALKS SHALL BE 48" MINIMUM IN WIDTH.
85.WHEN 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.
86.ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE EXCEEDING 1/2" SHALL COMPLY WITH THE
REQUIREMENTS FOR CURB RAMPS.
87.WALK AND SIDEWALK SURFACES SHALL BE SLIP-RESISTANT AS FOLLOWS:
A. SURFACES WITH A SLOPE OF 6% GRADIENT SHALL BE AT LEAST A SLIP-RESISTANT AS THAT DESCRIBED
AS A MEDIUM SALTED FINISH.
B. SURFACES WITH A SLOPE OF 6% OR GREATER GRADIENT SHALL BE SLIP-RESISTANT.
88.WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT EXCEED 1/4" PER FOOT.
89.LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL
BE OPERABLE WITH A SINGLE EFFORT BY LEVER TYPE HARDWARE, BY PANIC BARS, PUSH-PULL ACTIVATING
BARS, OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP
THE OPENING HARDWARE
90.MAXIMUM EFFORT TO OPERATE EXTERIOR AND INTERIOR DOORS SHALL NOT EXCEED 5 POUNDS, WITH
SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE THE CENTER
PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE
UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO
OPERATE THE DOOR MAYBE INCREASED TO THE MINIMUM ALLOWABLE BY THE APPROPRIATE
ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS.
91.ALL TREAD SURFACES SHALL BE SLIP RESISTANT. WEATHER EXPOSED STAIRS AND THEIR APPROACHES
SHALL BE DESIGNED SO THAT WATER WILL NOT ACCUMULATE ON WALKING SURFACES. TREADS SHALL HAVE
SMOOTH, ROUNDED, OR CHAMFERED EXPOSED EDGES, AND NO ABRUPT EDGES AT THE NOSING (LOWER
FRONT EDGE.)
92.ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY PERSONS WITH DISABILITIES AND AT
EVERY MAJOR JUNCTION ALONG OR LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED
WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY AND WITH ADDITIONAL
DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAL WAYS.
93.WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES OF A BUILDING OR SITE,
RAISED LETTERS SHALL BE PROVIDED AND SHALL BE ACCOMPANIED BY BRAILLE. SIGNS SHALL BE INSTALLED
ON THE WALL ADJACENT TO LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON
THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" ABOVE THE
FINISHED FLOOR TO THE CENTER LINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A
PERSON MAY APPROACH WITHIN 3" OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR
STANDING WITHIN WITHIN THE SWING OF THE DOOR.
94.THE CENTER OF FIRE ALARM INITIATING DEVICES (BOXES) SHALL BE LOCATED 48" ABOVE THE LEVEL OF
THE FLOOR, WORKING PLATFORM, GROUND SURFACE, OR SIDEWALK.
95.CONTROLS FOR WATER CLOSET FLUSH VALVES SHALL BE MOUNTED ON THE WIDE SIDE OF TOILET AREAS.
96.WHEN STANDARD COMPARTMENT DOORS ARE USED, WITH A MINIMUM 9" CLEARANCE FOR FOOTRESTS
UNDERNEITH AND A SELF-CLOSING DEVICE, CLEARANCE AT THE STRIKE EDGE, AS SPECIFIED.
97.THE INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED
HANDLE IMMEDIATELY BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR OTHER
HARDWARE NOT REQUIRING THE USER TO GRASP OR TWIST.
98.ALL EQUIPMENT ANCHORAGE, VIBRATION ISOLATION, AND SEISMIC RESTRAINT SYSTEMS FOR ALL
EQUIPMENT SHALL BE ENGINEERED, FABRICATED, SUPPLIED AND INSTALLED BY THE APPROPRIATE SUB
CONTRACTOR. PROVIDE CALCULATIONS PREPARED BY A LICENSED STRUCTURAL ENGINEER. SUBMIT
DETAILS AND CALCULATIONS TO ARCHITECT AND COUNTY OFFICIALS.
GENERAL NOTES (CONT.):
99.ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER AND IN ACCORDANCE WITH CITY OF RIVERSIDE
REQUIREMENTS.
100.NO MATERIALS SHALL BE STORED ON PUBLIC PROPERTY UNLESS AN ENCROACHMENT PERMIT IS FIRST
OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.
101.THE BUILDING INSPECTOR SHALL BE NOTIFIED PRIOR TO THE START OF CONSTRUCTION.
102.TEMPORARY TOILET FACILITIES SHALL BE PROVIDED DURING CONSTRUCTION.
103.ALL RUBBISH AND DEBRIS RESULTING FROM DEMOLITION OR NEW WORK SHALL BE DISPOSED OF OFF
SITE AND SHALL NOT BE ALLOWED TO ACCUMULATE.
104.DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS SPECIFICALLY INDICATED OTHERWISE.
105.ALL HARDWARE IN RATED DOORS SHALL BEAR AN "UL" LABEL.
106.ALL ELEVATOR SYSTEMS TO BE ENGINEERED, FABRICATED, SUPPLIED AND INSTALLED BY ELEVATOR
SUBCONTRACTOR AND COMPLY WITH CBC CHAPETR 30 AND 1124A. PROVIDE CALCULATIONS PREPARED BY A
LICENSED STRUCTURAL ENGINEER. SUBMIT DETAILS AND CALCULATIONS TO ARCHITECT AND CITY OFFICIALS.
107.ALL STEEL STAIRS IF USED TO BE ENGINEERED, FABRICATED, SUPPLIED AND INSTALLED BY STEEL
STAIRS SUBCONTRACTOR. PROVIDE CALCULATIONS PREPARED BY A LICENSED STRUCTURAL ENGINEER.
SUBMIT DETAILS AND CALCULATIONS TO ARCHITECT AND COUNTY OFFICIALS.
108.AN AUTOMATIC SPRINKLER SYSTEM SHALL BE INSTALLED AT THE TOP OF RUBBISH AND LINEN CHUTES
AND IN THEIR TERMINAL ROOMS. CHUTES SHALL HAVE ADDITIONAL SPRINKLER HEADS INSTALLED AT
ALTERNATE FLOORS AND AT THE LOWEST INTAKE (LAFC 903.2.11.2)
109.CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF
ONE ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDULE UNIT. REQUIRED CARBON MONOXIDE ALARMS
SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPED WITH A
BATTERY BACKUP (CBC 915.4.2/4)
110. PROVIDE EMERGENCY RESPONDER RADIO COVERAGE IN ACCORDANCE WITH LAFC 510 (CBC 916.1)
111. MEANS OF EGRESS SERVING A ROOM OR SPACE SHALL BE ILLUMINATED AT ALL TIMES THAT THE ROOM
OR SPACE IS OCCUPIED. THE ILLUMINATION LEVEL SHALL NOT BE <1 FOOTCANDLE AT THE WALKING
SURFACE. (CBC 1008.2)
112. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY
ILLUMINATE ALL OF THE FOLLOWING AREAS FOR A DURATION OF NOT <90 MIN. EMERGENCY LIGHTING
FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS NOT LESS THAN AN AVERAGE
OF 1 FOOTCANDLE AND A MIN. AT ANY POINT OF .1 FOOTCANDLE. (CBC 1008.3-5)
A. AISLES
B. CORRIDORS
C. EXIT ACCESS STAIRWAYS AND RAMPS
D. INTERIOR AND EXTERIOR EXIT STAIRWAYS AND RAMPS
E. EXIT PASSAGEWAYS
F. VESTIBULES AND AREAS ON THE LEVEL OF DISCHARGE USED FOR EXIT DISCHARGE.
G. ELECTRICAL EQUIPMENT ROOMS.
H. FIRE COMMAND CENTERS.
I. FIRE PUMP ROOMS.
J. GENERATOR ROOMS.
K. PUBLIC RESTROOMS > 300 SF
113.PROVIDE TWO-WAY COMMUNICATION AT THE LANDING SERVING EACH ELEVATOR OR BANK ELEVATORS
ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE (CBC 1009.8)
114.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED (CBC 1013.3)
115.TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS: (CBC 1013.4)
1. “EXIT”SIGN AT EACH GRADE-LEVEL EXTERIOR DOOR.
2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY
OR RAMP SHALL BE IDENTIFIED BY A TACTILE EXIT SIGN WITH THE FOLLOWING WORDS AS
APPROPRIATE:
A. “EXIT STAIR DOWN”
B. “EXIT RAMP DOWN”
C. “EXIT STAIR UP”
D. “EXIT RAMP UP”
3. “EXIT ROUTE”AT EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS
OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY.
4. “EXIT ROUTE”AT EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR
HALLWAY
5. “TO EXIT”AT EACH EXIT DOOR THROUGH A HORIZONTAL EXIT.
6. EXIT SIGNS SHALL BE ILLUMINATED AT ALL TIMES. (CBC 1013.5)
7. THE FACE OF AN EXIT SIGN ILLUMINATED FROM AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF ≥5
FOOTCANDLES. (CBC 1013.6.2)
8. IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN
EMERGENCY POWER SYSTEM FOR A DURATION OF NOT <90 MINUTES. (CBC 1013.6.3)
9. PROVIDE A SIGN AT EACH FLOOR LANDING IN AN INTERIOR EXIT STAIRWAY AND RAMP CONNECTING >3
STORIES DESIGNATING THE FLOOR LEVEL, THE TERMINUS OF THE TOP AND BOTTOM AND THE
IDENTIFICATION OF THE STAIRWAY OR RAMP. THE SIGNAGE SHALL ALSO STATE THE STORY OF, AND THE
DIRECTION TO, THE EXIT DISCHARGE AND THE AVAILABILITY OF ROOF ACCESS FOR THE FIRE
DEPARTMENT. THE SIGN SHALL BE LOCATED 5’ABOVE THE FLOOR LANDING (CBC 1023.9)
116.SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM
WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDULE UNIT. REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR
PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP. (LAFC
907.2.11.5-6)
117.CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS: (LAFC 915.1.1)
A. DWELLING UNITS:
I.OUTSIDE OF EACH SEPARATE SLEEPING AREA.
II.EVERY OCCUPIABLE LEVEL OF A DWELLING UNIT.
III.BEDROOMS WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN OR ITS ATTACHED BATHROOM.
B.SLEEPING UNITS.
118.GROUP R-1 FIRE ALARM SYSTEMS AND SMOKE ALARM: (LAFC 907.2.8)
A. PROVIDE A MANUAL FIRE ALARM SYSTEM.
B. PROVIDE AN AUTOMATIC SMOKE DETECTION SYSTEM THROUGHOUT ALL INTERIOR CORRIDORS SERVING
SLEEPING UNITS.
C. PROVIDE SINGLE AND MULTIPLE STATION SMOKE ALARMS:
a. IN SLEEPING AREAS.
b. IN EVERY ROOM IN THE PATH OF EGRESS FROM THE SLEEPING AREA TO THE DOOR LEADING FROM
THE UNIT.
c. IN EACH STORY WITHIN THE SLEEPING UNIT.
119.PROVIDE 3 ACCELEROGRAPHS AS REQUIRED BY SECTION 1613.10.2 OF CODE. SEE P/BC 2017-048
120.EMERGENCY AND STANDBY POWER SYSTEMS SHALL BE DESIGNED TO PROVIDE REQUIRED POWER FOR
6-HR MIN. UNLESS SPECIFIED OTHERWISE. ( LAFC 604.1.4)
2022
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
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2
0
2
5
1
0
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1
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9
A
M
G3.b
GENERAL NOTES
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SPECIAL HAZARDS:
1.INTERIOR FINISHED AND COMBUSTIBLE DECORATIVE MATERIALS SHALL COMPLY WITH CFC 801.
2.NO HAZARDOUS CHEMICALS WILL BE STORED IN THE BUILDING THAT WILL EXCEED THE QUANTITIES LISTED
IN CBC TABLES 307.1(1) AND 307.2(2)
3.THE STORAGE, USE AND DISPENSING OF HAZARDOUS MATERIALS SHALL NOT EXCEED THE MAXIMUM
ALLOWABLE QUANTITIES AS SET FORTH IN TABLES 307.1 (1) AND (2) OF THE CBC.
4.THE STORAGE, USE AND DISPENSING OF HAZARDOUS MATERIALS, AS DEFINED BY THE FIRE CODE, SHALL
COMPLY WITH CFC CHAPTER 27.
5.PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT CONTROL METERS, REGULATORS, AND PIPING FOR
HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE.
6.PARKING SPACES SHALL NOT OBSTRUCT REQUIRED EXITS.
7.CONSPICUOUSLY MARK GAS SHUT-OFF VALVE.
8.MEANS OF EGRESS MUST HAVE CONTINUOUS, UNOBSTRUCTED, AND UNDIMINISHED PATH TO A PUBLIC
WAY.
14.MEANS OF EGRESS SHALL BE ILLUMINATED AT A MINIMUM INTENSITY OF 1 FOOR-CANDLE AT THE FLOOR
LEVEL.
15.MEANS OF EGRESS ILLUMINATED SHALL BE PROVIDED FROM AN EMERGENCY POWER SYSTEM.
BUILDING ENVELOPE
1. A FIRE RETARDANT ROOF COVERING IS REQUIRED . CLASS "A" ROOF COVERING IS REQUIRED FOR ALL
BUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVENTY ZONE.
2. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS AND
DOORS. (6306)
3. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY A
MANUFACTURE'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER OR
INSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFIC
HAZARDOUS LOCATIONS FOR THE PURPOSED OF SAFETY GLAZING. GLAZING IN: SECTION 2406
a. SWING DOORS.
b. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIES AND PANELS IN SLIDING AND
BI-FOLD CLOSET DOOR ASSEMBLIES.
c. STORM DOORS.
d. UNFRAMED SWING DOORS.
e. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS,
STEAM ROOMS, BATHTUBS, AND SHOWERS
f. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE
OF THE GLAZING IS WITHIN 24 INCHES (610 MM) ARC OF EITHER VERTICAL EDGE OF THE DOOR
IN A CLOSED POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS
THAN 60 INCHES (1525 MM) ABOVE THE WALKING SURFACE.
g. FIXED OR OPERABLE PANEL, OTHER THAN DESCRIBED IN ITEMS E AND F, WHICH MEETS ALL
OF THE FOLLOWING CONDITIONS
i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET (0.84 m2)
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES (457 mm) ABOVE THE FLOOR.
iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES 9914 mm) ABOVE FLOOR.
iv. ONE OR MORE WALKING SURFACE WITHIN 36 INCHES (914 mm) HORIZONTALLY
OF THE PLANE OF THE GLAZING.
4.THE MIN ROOF COVERINGS INSTALLED ON BUILDINGS SHALL COMPLY WITH T1505.1 (CBC 1505.1)
EXIT REQUIREMENTS:
1.
A. ALL LEGAL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT, OR SHALL HAVE LEGAL SIGNS POSTED READING "THIS DOOR TO
REMAIN UNLOCKED DURING BUSINESS HOURS." MANUALLY OPERATED EDGE OR SURFACE MOUNTED
FLUSH BOLTS AND SURFACE MOUNTED BOLTS ARE PROHIBITED.
B. CONTRACTOR SHALL PROVIDE TEMPORARY EXIT SIGNS TO ASSURE A MEANS OF EGRESS DURING
CONSTRUCTION.
C. DOORS EQUIPPED WITH PANIC HARDWARE SHALL BE OPENABLE WITH A MAXIMUM FORCE OF 15 LBS.
APPLIED IN THE DIRECTION OF EGRESS TO THE BAR.
D. AN APPROVED SIGN THAT COMPLIES WITH SECTION 11B-703 SHALL BE LOCATED AT EACH FLOOR LEVEL
LANDING IN ALL ENCLOSED STAIRWAYS. THE SIGN SHALL INDICATE FLOOR LEVEL, TERMINUS OF THE
TOP AND BOTTOM OF THE STAIRWAY, INDICATE WHETHER THERE IS ROOF ACCESS, AND THE
IDENTIFICATION OF THE STAIRWAY. SIGN SHALL USE RAISED ARABIC NUMERALS & BRAILLE SYMBOLS.
SIGN TO BE 12" X 12" MOUNTED 60" AFF. IN A POSITION WHICH IS REDILY VISIBLE WHEN THE DOOR IS IN
THE OPEN OR CLOSED POSITION OR, THE SIGN SHALL BE LOCATED APP. 5' ABOVE THE FLOOR LANDING
IMMEDIATELY ADJACENT TO THE DOOR ON THE STRIKE SIDE.
E. ELECTRICALLY LOCKED DOORS AT STAIR ENCLOSURES OR ELEVATOR LOBBIES SHALL UNLOCK UPON
ACTIVATION OF FIRE ALARM SYSTEM OR LOSS OF BUILDING POWER.
2. ALL EXIT DOORS SERVING AN OCCUPANT LOAD OF 10 OR MORE, ALONG WITH PATH OF EXIT TRAVEL
ANYWHERE IN A MEANS OF EGRESS SYSTEM.
A. ALL REQUIRED EXIT DOORS SHALL BE NOT LESS THAN 3 FT. WIDE, 6'-8" HIGH, SHALL HAVE A CLEAR EXIT
WAY WIDTH OF NOT LESS THAN 32" AND SHALL BE CAPABLE OF OPENING 90 DEGREES. THE MAXIMUM
DOOR LEAF WIDTH IS 4 FEET WHEN SERVING AN OCCUPANT LOAD OF 10 OR MORE.
3. THE PATH OF EXIT TRAVEL TO AND WITHIN EXITS IN THIS BUILDING SHALL BE IDENTIFIED BY EXIT SIGNS
CONFORMING TO THE REQUIREMENTS OF CBC SECTION 1011. EXIT SIGNS SHALL BE READILY VISIBLE FROM
ANY DIRECTION OF APPROACH. EXIT SIGNS SHALL BE LOCATED AS NECESSARY TO CLEARLY INDICATE THE
DIRECTION OF EGRESS. NO POINT SHALL BE MORE THAN 100 FEET FROM THE NEAREST VISIBLE SIGN.
4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. WHEN THE FACE OF AN EXIT SIGN IS
ILLUMINATED FROM AN EXTERNAL SOURCE, IT SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT
CANDLES (54 (1X)) FROM EITHER OF TWO ELECTRIC LAMPS. INTERNALLY ILLUMINATED SIGNS SHALL
PROVIDE EQUIVALENT LUMINANCE AND BE LISTED FOR THE PURPOSE.
5. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROM
THE ON-SITE EMERGENCY GENERATOR SET, AND THE SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH
THE ELECTRICAL CODE.
6. FLOOR-LEVEL EXIT SIGN REQUIREMENTS [CBC 1013]:
A. INTERNALLY OR EXTERNALLY ILLUMINATED PHOTOLUMINESCENT OR SELF-LUMINOUS
B. BOTTOM OF THE SIGN SHALL NOT BE LESS THAN 6" OR MORE THAN 8" ABOVE THE FLOOR LEVEL
C. SIGN SHALL INDICATE THE PATH OF TRAVEL
D. SIGN SHALL BE ON EXIT AND EXIT ACCESS DOORS OR ADJACENT TO THE DOOR WITH THE CLOSEST
EDGE OF THE SIGN WITHIN 4 INCHES OF THE DOOR FRAME.
7.EXITS SHALL DISCHARGE DIRECTLY TO THE EXTERIOR OF THE BUILDING. (CBC 1028.2)
8.EXIT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING 50 OR MORE PERSONS AND
IN ANY HAZARDOUS AREA OR GROUP H OCCUPANCY.
9.EVERY EXIT DOOR SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY, TOOL, OR SPECIAL
KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE AN APPROVED TYPE.
10.PANIC HARDWARE SHALL BE PROVIDED ON EXIT DOORS HANDLING AN OCCUPANCY CAPACITY OF 50 OR
MORE PERSONS, FROM ANY GROUP A, OCCUPANCY. ONLY PANIC HARDWARE APPROVED AND LISTED BY THE
STATE FIRE MARSHAL SHALL BE INSTALLED.
11.AISLES LEADING TO REQUIRED CORRIDORS AND EXITS SHALL HAVE A MINIMUM WIDTH OF 44".
12.FIRE ASSEMBLIES INSTALLED ACROSS EXIT CORRIDORS SHALL BE AUTOMATIC-CLOSING FIRE ASSEMBLIES
ACTIVATED BY A SMOKE DETECTOR. ALL HOLD-OPEN DEVICES SHALL BE LISTED FOR THE PURPOSE.
FIRE-RESISTANCE RATED CONSTRUCTION
1.SMOKE AND FIRE DAMPERS MUST BE INSTALLED IN THE FOLLOWING
LOCATIONS PER SECTION 717.5
a. DUCT PENETRATIONS OF FIRE WALLS IN ACCORDANCE TO SECTION (717.5.1)
b. DUCT PENETRATIONS OF FIRE BARRIERS, EXCEPT EXIT ENCLOSURES AND
EXIT PASSAGEWAYS WHERE THEY ARE NOT ALLOWED TO PENETRATE. (717.5.2)
c. DUCTS PENETRATING SHAFTS. (717.5.3)
d. DUCTS PENETRATING FIRE PARTITIONS AND FIRE RATED CORRIDOR WALLS.
SEE EXCEPTION FOR STEEL DUCTS WITH NO OPENINGS INTO CORRIDOR (717.5.4)
e. DUCTS PENETRATING SMOKE BARRIERS (717.5.5)
f. DUCTS PENETRATING EXTERIOR WALLS (717.5.6)
g. DUCTS PENETRATING SMOKE PARTITIONS (717.5.7)
h. DUCTS PENETRATING HORIZONTAL ASSEMBLIES (717.6)
2.ELEVATOR LOBBY IS REQUIRED AT EACH FLOOR WHERE AN ELEVATOR ENCLOSURE
CONNECTS MORE THAN 2-STORIES. (3006.2)
3.THIS BUILDING FOR TYPE I-A/III-A CONSTRUCTION, PROVIDE:
a. CONTINUOUS GYP. BD. BEHIND ALL TUBS IS REQUIRED UNLESS THE WALLS ARE WITHIN
THE UNIT AND NON-BEARING. BACK TO BACK TUBS WITH A COMMON PLUMBING WALL ARE
IMPRACTICAL IN 1-HOUR BUILDINGS.
b. ALL INTERIOR BEARING WALLS SHALL BE CONSTRUCTED WITH FIRE-RESISTIVE CONSTRUCTION PER T-601 ON
G0.01.
c. NOT USED.
d. ALL OPENINGS IN FLOOR/CEILING ARE REQUIRED TO BE ENCLOSED BY A SHAFT HAVING WALL,
FLOOR, AND CEILING OF _2_ HOUR FIRE RESISTIVE CONSTRUCTION. (713.1)
e. RECESSED CEILING LIGHT FIXTURES MUST BE BOXED AROUND WITH 5/8"TYPE “X”GYP. BD.”
TO MAINTAIN THE FIRE RATED CEILING ASSEMBLY.
f. CONTINUOUS GYP. BD. IS REQUIRED BEHIND NON-RATED PANELS AND CABINETS, ALL ELECTRICAL SERVICE
PANELS, FIRE HOSES AND MEDICINE CABINETS TO MAINTAIN WALL ASSEMBLY FIRE RATING.
g. EXHAUST FANS FROM THE BATHROOM MUST ENTER THROUGH THE WALL. DAMPERS ARE
REQUIRED IF THE CEILING IS PENETRATED (717.5)
h.PLUMBING PENETRATION THROUGH HORIZONTAL OCCUPANCY SEPARATIONS SHALL BE BOXED OUT AND
FILLED WITH APPROVED SAFING MATERIAL.
i.PENETRATION OF THE FIRE RATED CEILING BY DUCTS FROM THE FAU AND THE STOVE HOOD
REQUIRE DAMPERS (USE A DUCTLESS HOOD WHENEVER POSSIBLE). ATTIC UNITS
(INCLUDING HEAT PUMPS) REQUIRE DAMPERS AT ALL CEILING PENETRATIONS (711)
j.STEEL BEAMS AND COLUMNS SHALL BE INDIVIDUALLY PROTECTED AS REQUIRED PER T-601 ON G0.01 FOR FIRE
RATED PROTECTION. (704.3)
k. ALL PLUMBING PENETRATIONS THRU WALLS WHICH REQUIRE PROTECTED OPENINGS
(FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS) ARE REQUIRED TO BE GALVANIZED OR CAST
IRON PIPING.
4.DOOR OPENING INTO ONE HOUR FIRE RESISTIVE CORRIDOR SHALL BE PROTECTED WITH A SMOKE OR DRAFT
STOP FIRE ASSEMBLY HAVING A MINIMUM 20 MIN. RATING. DOOR AND FRAME SHALL BEAR AN APPROVED LABEL
SHOWING THE RATING FOLLOWED BY THE LETTER "S".
5.ELEVATOR VESTIBULE DOORS SHALL BE AUTOMATIC CLOSING BY ACTION OF SMOKE DETECTION.
6.NON-RATED DROP CEILINGS IN RATED CORRIDORS IF USED MUST BE NONCOMBUSTIBLE CONSTRUCTION.
7.THE MAXIMUM AREA OF EXTERIOR WALL OPENINGS SHALL NOT EXCEED THAT ALLOWED IN CBC TABLE 705.8
8.WHEN PROTECTED AND UNPROTECTED OPENINGS OCCUR IN THE EXTERIOR WALL IN ANY STORY, THE TOTAL
AREA SHALL COMPLY WITH THE UNITY FORMULA (7-2) IN CBC 705.8.4
9.STRUCTURAL ELEMENTS IN EXTERIOR WALLS REQUIRED TO BE FIRE RESISTIVE CONSTRUCTION SHALL HAVE
FIRE RESISTIVE PROTECTION EQUAL TO OR GREATER THAN THAT REQUIRED FOR EXTERIOR BEARING WALL CBC
704.10
10.IN FIRE RESISTIVE EXTERIOR WALL CONSTRUCTION, THE FIRE RESISTIVE CONSTRUCTION SHALL BE
MAINTAINED PASSING THRU ATTIC AND OTHER SIMILAR AREAS.
11.PARTYWALLS/FIREWALLS MUST BE STRUCTURALLY INDEPENDENT OF COLLAPSE UNDER FIRE PER CBC 706.2
12.OPENINGS IN FIRE WALL TO COMPLY WITH CBC 706.8
13.FIREWALLS TERMINATING AT EXTERIOR WALLS MUST COMPLY WITH CBC 706.5.1
14.ALL STRUCTURAL ELEMENTS SUPPORTING A FIRE BARRIER SHALL HAVE THE SAME FIRE RESISTIVE RATINGS
AS THE REQUIRED OCCUPANCY SEPARATION CBC 707.5.1
15.OPENINGS PROTECTIVE'S IN FIREWALLS MUST COMPLY WITH CBC 715 AND TABLE 715.4
16.PENETRATIONS IN FIRE PARTITION MUST COMPLY WITH CBC 713.
17.JOINTS IN OTHER THAN 2-FAMILY FIRE PARTITIONS MUST COMPLY WITH CBC 714.
18.DUCT PENETRATING FIRE PARTITIONS MUST COMPLY WITH CBC 716
19.A SMOKE BARRIER COMPLYING WITH CBC 711 IS REQUIRED IN ACCORDANCE WITH CBC 407.4 AND 408.6.
20. FIRE DAMPERS SHALL BE PROVIDED WHERE DUCTS PENETRATE FIRE-RATED WALLS OR CEILINGS.
21. BUILDINGS SHALL HAVE APPROVED RADIO COVERAGE FOR EMERGENCY RESPONSES. SEE FIRE CODE
SECTION 510 FOR MORE DETAILS.
22. THIS BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TO SUPPORT
VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72. (907.2.9, 907.5.2.3.3, 907.5.2.3.4)
23. PENETRATIONS IN A FIRE-RATED WALL SHALL BE PROTECTED BY AN APPROVED FIRE STOP MATERIAL IN
ACCORDANCE WITH SECTION 714.3.1.
a. STEEL, COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE CONCRETE OR MASONRY WALLS WHERE
THE PENETRATING ITEM IS A MAXIMUM 6-INCH DIAMETER AND THE AREA OF THE OPENING THROUGH THE
WALL DOES NOT EXCEED 144 SQUARE INCHES.
b. MEMBRANE PENETRATIONS OF MAXIMUM 2-HR. FIRE-RESISTANCE RATED WALL AND PARTITIONS BY STEEL
ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQUARE INCHES ARE PERMITTED PROVIDED OPENINGS DO
NOT EXCEED 100 SQUARE INCHES FOR ANY 100 SQUARE FEET OF WALL AREA. OUTLET BOXES ON OPPOSITE
SIDES OF WALLS OR PARTITIONS MUST BE SEPARATED BY A HORIZONTAL DISTANCE OF 24 INCHES. (714.3.2)
WHERE WALLS ARE PENETRATED BY OTHER MATERIALS OR WHERE LARGER OPENINGS ARE REQUIRED THAN
PERMITTED IN (B) ABOVE, THEY MUST BE QUALIFIED BY TESTS CONDUCTED IN ACCORDANCE WITH SECTION
(714.3.1.1)
24. FIRE WALLS, FIRE BARRIERS, FIRE PARTITIONS, SMOKE BARRIERS AND SMOKE PARTITIONS OR ANY OTHER
WALL REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE EFFECTIVELY AND PERMANENTLY
IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:
A.BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES.
B.BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET (914
MM) MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND
C. INCLUDE LETTERING NOT LESS THAN 3 INCH IN HEIGHT WITH A MINIMUM 3/8-INCH STROKE IN CONTRASTING
COLOR INCORPORATING THE SUGGESTED WORDING: “FIRE AND/OR SMOKE BARRIER--PROTECT ALL
OPENINGS”, OR OTHER WORDING.
ENERGY REQUIREMENTS:
1.A. THE FOLLOWING NOTES ARE PROVIDED TO LIMIT AIR LEAKAGE AS REQUIRED BY CODE.
1. FIXED WINDOWS SHALL BE SEALED TO LIMIT AIR INFILTRATION.
2. ALL EXTERIOR DOORS SHALL LIMIT AIR LEAKAGE AROUND THEIR PERIMETER WHEN IN A CLOSED
POSITION.
3. PROVIDE SEAL OR ASTRAGAL AT HEAD, SILL AND JAMB.
B. DOORS MOUNTED ON THE INSIDE OR THE OUTSIDE OR EXTERIOR WALLS SHALL HAVE A MINIMUM OR 1"
LAP AT JAMBS.
C. MEETING PORTIONS OF SECTIONAL, BI-PARTING, OR DOUBLE DOORS SHALL BE PROVIDED WITH A
WEATHER TIGHT ASTRAGAL OR SEAL.
D. OPEN EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES, BETWEEN WALLS AND FOUNDATIONS,
BETWEEN WALLS AND ROOF, BETWEEN WALL PANELS AND AT PENETRATIONS OF UTILITIES THROUGH THE
ENVELOPE, SHALL BE SEALED, CAULKED, OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE.
E. A "CERTIFICATE OF COMPLIANCE" SIGNED BY THE GENERAL CONTRACTOR SHALL BE GIVEN TO THE
BUILDING DEPARTMENT STATING THAT THE WORK HAS BEEN PERFORMED AND MATERIALS INSTALLED
ACCORDING TO THE PLANS AND SPECIFICATIONS AFFECTING NON-RESIDENTIAL ENERGY.
F. DEMISING WALLS, SEPARATING CONDITIONED SPACE FROM ENCLOSEDUNCONDITIONED SPACE MUST BE
INSULATED WITH A MINIMUM OF R-13 INSULATION.
2.AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWN
STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDING OR
STRUCTURE CONTAINING THE FUEL GAS PIPING.
3.WATER HEATER MUST BE STRAPPED TO WALL.
4.IN B, F, M, AND S OCCUPANCIES, PANES OF GLAZING WITH AT LEAST ONE DIMENSION GREATER THAN 5 IN.
BUT LESS THAN 48 IN. SHALL BE CONSTRUCTED OF TEMPERED OR APPROVED BURGLARY-RESISTANT
MATERIAL OR PROTECTED WITH METAL BARS OR GRILLS.
5.GLAZED OPENINGS WITHIN 40" OF THE DOOR LOCK WHEN THE DOOR IS IN THE CLOSED POSITION, SHALL
BE FULLY TEMPERED GLASS OR APPROVED BURGLARY-RESISTANT MATERIAL, OR SHALL BE PROTECTED BY
METAL BARS, SCREENS OR GRILLS HAVING A MAXIMUM OPENING OF 2". THE PROVISIONS OF THIS SECTION
SHALL NOT APPLY TO VIEW PORTS OR WINDOWS WHICH DO NOT EXCEED 2" IN THEIR GREATEST DIMENSIONS.
6.THE EXIT PASSAGEWAY REQUIRES 1 HOUR CONSTRUCTION FOR WALLS, FLOOR AND CEILING. WALLS
SHALL BE WITHOUT OPENINGS EXCEPT FOR REQUIRED EXITS. EXIT OPENINGS THROUGH ENCLOSING WALLS
SHALL BE 1HR RATED.
7.IN DETERMINING THE OCCUPANT LOAD, ALL PORTIONS OF A BUILDING SHALL BE PRESUMED TO BE
OCCUPIED AT THE TIME EXCEPT FOR ACCESSORY USE AREAS THAT ORDINARILY ARE USED ONLY BY
PERSONS WHO OCCUPY MAIN AREA.
BARRIER FREE ACCESS REQUIREMENTS:(SEE ALSO SHEETS G0.31, G0.32, & G0.33)
A. PLACE A SIGN AT EVERY PUBLIC ENTRANCE AND AT EVERY MAJOR JUNCTION ALONG OR LEADING TO AN
ACCESSIBLE PATH OF TRAVEL DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL
INDICATE THE DIRECTION TO ACCESSIBLE FACILITY ENTRANCES AND COMPLY WITH CBC 1110A THRU
1116A.5
B. EACH ENTRY DOOR SHALL BE PROVIDED WITH A 5" SQUARE SYMBOL OF ACCESSIBILITY, MOUNTED ON THE
SIDELIGHT ADJACENT TO THE ACCESSIBLE DOOR.
C. ALL DOORS WITH ILLUMINATED EXIT SIGNS SHALL ALSO HAVE EXIT SIGNS WITH BRAILLE MOUNTED 60"
ABOVE FINISH FLOOR ON THE STRIKE SIDE OF THE DOOR, PER CBC 11B-703.4
D. THE BOTTOM 10" OF ALL DOORS, EXCEPT AUTOMATIC AND SLIDING DOORS, SHALL HAVE A SMOOTH,
UNINTERRUPTED SURFACE, PER CBC 11B-404.2.10
E. ALL SWINGING DOORS SHALL BE OPERABLE BY A SINGLE EFFORT, PER CBC 11B-404.2.9
F. PROVIDE A MIN. 2" -MAX. 4" WIDE CONTRASTING PAINTED COLOR STRIP ON THE UPPER APPROACH AND
LOWEST TREAD OF EACH FLIGHT OF INTERIOR AND EXTERIOR STAIRS. THE STRIP SHALL BE LOCATED
PARALLEL TO AND NOT MORE THAN 1" FROM THE NOSING OF TREAD OR LANDING, AND SHALL BE AT LEAST
AS SLIP RESISTANT AS THE TREAD OR LANDING.
G. IF A WALK CROSSES OR ADJOINS A VEHICULAR WAY AND THE SURFACES ARE NOT SEPARATED BY CURBS,
RAILINGS, OR OTHER ELEMENTS BETWEEN THE PEDESTRIAN AREAS AND VEHICULAR AREAS, BOUNDARY
BETWEEN AREAS SHALL BE DEFINED BY CONTINUOUS DETECTABLE WARNING WHICH IS 36" WIDE, PER CBC
11B-705
H. ABRUPT CHANGES IN LEVEL, EXCEPT BETWEEN A WALK OR SIDEWALK AND AN ADJACENT STREET OR
DRIVEWAY, EXCEEDING 4" IN VERTICAL DIMENSION (SUCH AS AT PLANTERS OR FOUNTAINS LOCATED IN OR
ADJACENT TO WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS) SHALL BE IDENTIFIED BY CURBS
PROJECTING AT LEAST 6" IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE TO WARN THE BLIND OF
POTENTIAL DROP-OFF, PER CBC 11B-303.5
I. ALL PUBLIC LIGHT SWITCHES, FIRE ALARMS, AND OTHER PUBLIC CONTROL SWITCHES AND DEVICES SHALL
BE MOUNTED A MAXIMUM OF 48" TO THE TOP MOST OPERABLE POINT ABOVE THE FINISH FLOOR SURFACE,
PER CBC 11B-308
J. CONTRACTOR SHALL REVIEW THE LOCATION AND MOUNTING HEIGHTS OF THE TOILET ROOM ACCESSORIES
WITH THE RECOMMENDATIONS OF THE ACCESSORY MANUFACTURER AND BUILDING INSPECTOR PRIOR TO
INSTALLATION TO ASSURE CORRECT POSITIONING.
K. ALL GRAB BARS SHALL BE MOUNTED 1-1/2" CLEAR OF THE WALL OR PARTITION.
L. DRINKING FOUNTAINS SHALL BE MOUNTED SO THAT THE BASIN IS LOCATED PER MANUFACTURERS'
RECOMMENDED BARRIER FREE INSTALLATION. DUAL HEIGHT FOUNTAIN REQUIRED.
M. ALL EXPOSED WASTE AND HOT WATER PIPING BENEATH LAVATORIES SHALL BE INSULATED OR OTHERWISE
COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.
N. EACH ELEVATOR ENTRANCE AND CAR SHALL BE EQUIPPED WITH PROVISIONS FOR THE HANDICAPPED AND
BLIND IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL ORDINANCES. ALSO SEE THE
SPECIFICATIONS.
O. PROVIDE SEATS/SPACES FOR PEOPLE USING WHEELCHAIR, AT LEAST ONE PER FUNCTIONAL AREA IN
ACCORDANCE WITH CBC 11B-221 AND CBC TABLE 11B-221.2.1.1
P. WHERE DINING SURFACES ARE PROVIDED, AT LEAST 5% OF THE SEATING SPACES AND STANDING SPACES
SHALL BE ACCESSIBLE AND SHALL BE DISPERSED THROUGHOUT THE DINING SPACES FROM EACH TYPE OF
SEATING IN A FUNCTIONAL AREA, PER CBC 11B-226
Q. WHERE FOOD IS SERVED AT TABLES, A MIN. 30" WIDE SECTION OF TABLETOP, AT 28" MIN -34" MAX. HEIGHT
ABOVE FINISH FLOOR, SHALL BE PROVIDED FOR EACH FORWARD APPROACHING WHEELCHAIR SPACE, PER
CBC 11B-902
R. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS
FIRE PROTECTION:
1.PROVIDE AUTOMATIC FIRE EXTINGUISHING SYSTEM THROUGHOUT THE BUILDING.
2.SPRINKLER SYSTEM SHALL BE APPROVED BY BUILDING AND SAFETY, FIRE DEPARTMENT MECHANICAL PLAN
CHECKS PRIOR TO INSTALLATION.
3.SPRINKLER SYSTEM SHALL BE CALCULATED PER PAMPHLET #13.
4.SPRINKLER SYSTEM SHALL BE MONITORED BY AN APPROVED CENTRAL STATION, REMOTE STATION, OR
PROPRIETARY SUPERVISING STATION IN ALL OCCUPANCIES NOT NORMALLY OCCUPIED 24 HOURS A DAY, OR
PROVIDE WITH 24 HOUR GUARD SERVICE. CFC 903.4
5.PROVIDE STANDPIPE PER CBC 905
6.PROVIDE SPRINKLERS AT LINEN CHUTE AND TERMINATING ROOM, CBC 903.2.10.2
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT ALL BUILDINGS WITH GROUP "R" FIRE
AREA. "THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH (nfpa-13); THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TO
INSTALLATION. (903.2)
8.PROVIDE AUTOMATIC ALARM SYSTEM FOR THE BUILDING WITH BOTH VISUAL AND AUDIBLE ALARMS
ACTIVATED BY THE BOTH IN-ROOM SMOKE DETECTOR AND THE BUILDING FIRE ALARM SYSTEM ON SLEEPING
UNITS. (CBC 907.5.2.3.3)
9.PROVIDE EMERGENCY RESPONSE RADIO COVERAGE IN ACCORDANCE WITH SECTION 510 OF THE
CALIFORNIA FIRE CODE. (CBC 916.1)
10.COMBINATION SMOKE AND FIRE DAMPERS SHALL BE REQUIRED WHERE A FIRE AND SMOKE BARRIER OR
WALL IS REQUIRED CBC 717.
11.ALL FIRE RATED ASSEMBLIES SHALL BE I.C.B.O. OR U.L. APPROVED AND PROVIDED AS INDICATED ON THE
APPROVED DRAWINGS. ANY PENETRATIONS AT FIRE RESISTIVE ASSEMBLIES SHALL BE SEALED WITH U.L.
APPROVED FIRE STOPPING. SUBMIT MANUFACTURES INSTALLATION INSTRUCTIONS OF FIRE STOPPING TO
BUILDING INSPECTOR FOR APPROVAL.
12. PORTABLE FIRE EXTINGUISHERS SHALL BE PROVIDED: 9SIZE AND DISTRIBUTION SHALL BE IN
ACCORDANCE WITH SECTIONS 906.3.1-906.3.4)(CBC 906.3)
I. IN GROUP A, E, F, H, I, R-2< R-2.1 OCCUPANCIES
II. ON EACH FLOOR OF STRUCTURES UNDER CONSTRUCTION
III. WHERE REQUIRED BY THW T906.1.
IV. SPECIAL-HAZARD AREAS, WHERE REQUIRED BY THE FIRE CODE OFFICIAL.
13. PROVIDE A BARRIER AT THE LEVEL OF EXIT DISCHARGE TO PREVENT PERSONS FROM CONTINUEING INTO
LEVELS BELOW (CBC 1023.8)
14. PROVIDE SINGLE-AND MULTIPLE-STATION SMOKE ALARMS:
-IN SLEEPING AREAS
-IN EVERY ROOM IN THE PATH OF EGRESS FROM THE SLEEPING AREA TO THE DOOR LEADING FROM THE
UNIT.
-IN EACH STORY WITHIN THE SLEEPING UNIT.
15. SMOKE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ALARM
WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. REQUIRED SMOKE ALARMS SHALL RECEIVE THEIR
PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP.
(CBC 907.2.11.5-6)
INTERIOR FINISHES
1. INTERIOR WALL AND CEILING FINISH SHALL HAVE A FLAME SPREAD INDEX NOT GREATER THAN THAT
SPECIFIED IN TABLE 803.13 {CBC 803.13}
2. MATERIAL, OTHER THAN FOAM PLASTICS, USED AS INTERIOR TRIM SHALL HAVE A MIN CLASS "C" FLAME
SPREAD AND SMOKE-DEVELOPED INDEX AND SHALL NOT EXCEED 10% OF THE WALL OR CEILING AREA IN
WHICH IT IS ATTACHED. {CBC 806.7}
3. CURTAINS, DRAPERIES, FABRIC HANGINGS, AND SIMILAR COMBUSTIBLE DECORATIVE MATERIALS
SUSPENDED FROM WALLS OR CEILINGS SHALL NOT EXCEED 10% OF THE WALL OR CEILING AREA TO WHICH
SUCH MATERIALS ARE ATTACHED. {CBC 806.2}
4. IN EVERY GROUP A,E, I R-1, R-2, AND R-2.1, ALL DRAPES, HANGINGS, CURTAINS, DROPS, AND ALL OTHER
DECORATIVE MATERIAL SHALL BE MADE FROM A NONFLAMABLE MATERIAL OR TREATED AND MAINTAINED IN A
FLAME-RETARDANT CONDITION BY MEANS OF A FLAME-RETARDANT SOLUTION OR PROCESS APPROVED BY
OSFM, {TITLE 19, DIV 1 3.08}
16.WALL, FLOOR, AND CEILING SHALL NOT EXCEED THE FLAME SPREAD CLASSIFICATIONS IN CBC TABLE 803.5
FLAME SPREAD RATINGS OF FINISHES:
STAIRWELLS - CLASS A
EXIT CORRIDORS & LOBBIES - CLASS B
ELSEWHERE - CLASS C
INTERIOR ENVIRONMENT
1. PROVIDE STAIRWAY ILLUMINATION. MIN. 1 FOOT-CANDLE AT TREAD RUNS
2. PROVIDE NATURAL LIGHT IN (HABITABLE ROOMS) BY MEANS OF EXTERIOR WALL OPENINGS WITH AN AREA
NOT LESS THAN 8% OF FLOOR AREA 91205.2)
3. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS OF
EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITH
ARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT-CANDLES OVER
THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL. (1205.1 AND 1205.3)
FIRE PROTECTION (CONTINUED):
17. CARBON MONOXIDE DETECTION SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS (CBC 915.1.1):
A. DWELLING UNITS:
-OUTSIDE OF EACH SEPARATE SLEEPING AREA
-EVERY OCCUPIABLE LEVEL OF A DWELLING UNIT.
-BEDROOMS WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN OR ITS ATTACHED BATHROOM.
B. SLEEPING UNITS.
18. CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTIVATION OF ONE
ALARM WILL ACTIVATE ALL THE ALARMS IN THE INDIVIDUAL UNIT. REQUIRED CARBON MONOXIDE ALARMS SHALL
RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY BACKUP.
(CFC 915.4)
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
1
1
A
M
G3.c
GENERAL NOTES
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
GREEN BUILDING
1. OUTDOOR LIGHTING SYSTEMS SHALL BE DESIGNED AND INSTALLED TO COMPLY WITH ALL OF THE
FOLLOWING:
a. THE MINIMUM REQUIREMENTS IN CALIFORNIA ENERGY CODE FOR LIGHTING ZONE 1-4
b. BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS AS DEFINED IN IESNA TM-15-11
c. ALLOWABLE BUG RATINGS NOT EXCEEDING THOSE SHOWN IN ON TABLE (5.106.8)
WATER EFFICIENCY AND CONCERVATION
2. FOR BUILDINGS IN EXCESS OF 50,000 SQ. FT.
SEPARATE SUBMETERS SHALL BE INSTALLED AS FOLLOWS:
a.FOR EACH INDIVIDUAL LEASED, RENTED OR OTHER TENANT SPACE WITHIN THE BUILDING PROJECTED TO
CONSUME MORE THAN 100 GAL/DAY.
b.WHERE METERS FOR INDIVIDUAL BUILDINGS TENANTS ARE UNFEASIBLE, FOR WATER SUPPLIED TO THE
FOLLOWING SUBSYSTEM:
i. MAKEUP WATER FOR COOLING TOWERS WHERE FLOW THROUGH IS GREATER THAN
500 GPM.
ii. MAKEUP WATER FOR EVAPORATIVE COOLERS GRATER THAN 6GPM.
iii. sTEAM AND HOT-WATER BOILERS WITH ENERGY IMPUT MORE THAN 500,000 BTU/H
c. FOR EACH BUILDING THAT USES MORE THAN 100 GALLONS PER DAY ON A PARCEL CONTAINING MULTIPLE
BUILDINGS (5.303.1.1)
3. SEPARATE SUBMETERS SHALL BE INSTALLED IN ANY BUILDING OR NEW SPACE WITHIN A BUILDING THAT IS
PROJECTED TO CONSUME MORE THAN 1,000 GAL/DAY. (5.303.1.2)
4. NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THA MAXIMUM ALLOWABLE FLOW RATES
SPECIFIED IN SECTION (5.303.3)
5. WHEN A SHOWER IS SERVED BY MORE THAN ONE SHOWERHEAD, THE COMBINED FLOW RATE OF ALL THE
SHOWERHEAD, THECOMBINED FLOW RATE OF ALL THE SHOWERHEADS AND/OR OTHER SHOWER OUTLETS
CONTROLLED BY A SINGLE VALVE SHALL NOT EXCEED 2.0 GALLONS PERMINUTE AT 80 psi, OR THE SHOWER
SHALL BE DESIGNED TO ONLY ALLOW ONE SHOWERHEAD TO BE IN OPERATIONAT A TIME. (5.303.3.3)
6. FOR PROJECTS THAT INCLUDE LANDSCAPE WORK, THE LANDSCAPE CERTIFICATION, FORM GRN 12, SHALL
BE COMPLETED PRIOR TO FINAL INSPECTION APPROVAL. (STATE ASSEMBLY BILL No. 1881, 5.304.1)
7. LOCKS SHALL BE INSTALLED ON ALL PUBLICLY ACCESSIBLE EXTERIOR FAUCETS AND HOSE BIBS. (5.304.5)
8. FOR SITES WITH OVER 500 SQUARE FEET OF LANSCAPE AREA, WASTE POPONG SHALL BE ARRANGED TO
PERMIT DISCHARGE FROM THE CLOTHES WASHER, BATHTUB, SHOWERS, AND BATHROOM/RESTROOMS WASH
BASIN TO BE USED FOR A FUTURE GRAY WATER IRRIGATION SYSTEM. (5.305.1)
9. WATER USED IN THE BUILDING FOR WATER CLOSETS, URINALS, FLOOR DRAINS, AND PROCESS COOLING
AND HEATING SHALL COME FROM CITY-RECYCLE WATER IF AVAILABLE FOR USE WITHIN 300 FEET OF THE
PROPERTY LINE. (5.305.2)
10. COOLING TOWER SHALL HAVE A MINIMUM OF 6 CYCLES OF CONCENTRATION (BLOWDOWN) OR HAVE A
MINIMUM 50% OF MAKEUP WATER SUPPLY TO COOLING TOWERS COME FROM NON-PORTABLE WATER
SOURCES. (5.305.3)
11. WHERE GROUNDWATER IS BEING EXTRACTED AND DISCHARGED, A SYSTEM FOR ONSITE REUSE OF THE
GROUND WATER SHALL BE DEVELOPED AND CONSTRUCTED IF THE GROUNDWATER WILL NOT BE
DISCHARGED TO THE SEWER. (4.305.4)
12. AUTOMAIC LANDSCAPE IRRIGATORS SHALL BE INSTALLED IN SUCH A WAY THAT IT DOESN'T SPRAY ON THE
BUILDING. (5,407.2.1)
13. TESTING AND ADJUSTMENT IS REQUIRED FOR ALL NEW INSTALLATION OF ANY OF THE FOLLOWING
SYSTEMS:
a. RENEWABLE ENERGY SYSTEMS
i. DESCRIBE THE TYPE OF SYSTEM (E.G. SOLAR PHOTOVOLTAIC, WIND TUBINES, ETC.)
ii. PROVIDE A NARRATIVE OF THE TESTING AND ADJUSTMENT PROCEDURE FOR SYSTEM
b. LANDSCAPE IRRIGATION SYSTEM
i. DESCRIVE THE TYPES OF IRRIGATORS AND CONTROLLER(S)
ii. PROVIDE A NARRATIVE OF THE TESTING AND ADJUSTMENT PROCEDURE FOR THE IRRIGATION SYSTEM,
INCLUDING BUT NOT LIMITED TO, PRESSURE TEST, WATER COVERAGE, AND PROPER CONTROLLER FUNCTION.
c. WATER REUSE SYSTEMS
i. DESCRIBE THE GREYWATER OR RECLAIMED/RECYLED WATER SYSTEM
ii. PROVIDE A NARRATIVE OF THE TESTING AND ADJUSTMENT PROCEDURE FOR THE SYSTEM
(5.410.4.2, 5.410.4.3)
14. A FINALREPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED AND
PROVIDED TO THE FIELD INSPECTOR PRIOR TO FINAL APPROVAL. THIS REPORT SHALL BE SIGNED BY THE
INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. (5.310.4.4)
15. AN OPERATION & SYSTEMS MANUAL, SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND TO
THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION. (5.410.4.5)
ENVIRONMENTAL QUALITY NOTES
16. ARCHITECTURAL PAINTS AND COATINGS, ADHESIEVES, CAULKS AND SEALANTS SHALL COMPLY WITH THE
VOLATILE ORGANIC COMPOUND (VOC) LIMITS LISTED IN TABLES 5.504.4.1-5.504.4.3 (5.504.4.1-5.504.4..3)
a. THE VOC CONTENT VERIFICATION CHECK LIST, FORM GNR2, SHALL BE COMPLETED AND VERIFIED PRIOR
TO FINAL INSPECTION APPROVAL. THE MANUFACTURER'S SPECIFICATIONS SHOWING VOC CONTENT FOR ALL
APPLICABLE AT THE JOBSITE AND BE PROVIDED TO THE FINAL INSPECTOR FOR VERIFICATION. (5.504.4.3.2)
b. ALL NEW CARPET INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE TESTING AND PRODUCT
REQUIREMENTS OF ONE OF THE FOLLOWING:
i. CARPET AND RUG INSTITUTE'S GREEN LABLE PLUS PROGRAM
ii. CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S SPECIFICATION 01350
iii. NSF/NASI 140 AT THE GOLD LEVEL OR HIGHER
iv. SCIENTIFIC CERTIFICATIONS SYSTEMS SUSTAINABLE CHOICE
v. COMPLIENT WITH THE COLLABORATIVE FOR HIGH PERFORMANCE SCHOOLS
CALIFORNIA (CA-CHPS) CRITERIA INTERPRETATION FOR EQ 7.0 AND 7.1 AND LISTED IN THE CHPS HIGH
PERFORMANCE PRODUCT DATABASE. (5.504.4.4)
c. ALL NEW CARPET CUSHION INSTALLED IN THE BUILDING INTERIOR SHALL MEET THE REQUIREMENTS OF
THE CARPETAND RUG INSTITUTE GREEN LABLE PROGRAM. (5.504.4.4.1)
d. NEW HARDWOOD PLYWOOD, PARTICLE BOARD, AND MEDIUM DENSITY FIBERBOARD COMPOSITE WOOD
PRODUCTS USED IN THE INTERIOR OR EXTERIOR OF THE BUILDING SHALL MEET THE FORMALDEHYDE LIMITS
LISTED IN TABLE 5.504.4.5 (5.504.4.5)
e. THE FORMALDEHYDE EMISSIONS VERIFICATION CHECKLIST, FORM GRN 3, SHALL BE COMPLETED PRIOR TO
FINAL APPROVAL. THE MANUFACTURE'S SPECIFICATIONS SHOWING FORMALDEHYDE CONTENT FOR ALL
APPLOCABLE WOOD PRODUCTS SHALL BE READLY AVAILABLE AT THE JOB SITE AND BE PROVIDED TO THE
FIELD INSPECTOR FOR VERIFICATION (5.504.4.5)
f. 80% OF THE TOTAL AREA RECEIVING RESILENT FLOORING SHALL COMPLY WITH ONE OR MORE OF THE
FOLLOWING:
i. CERTIFIED AS CHPS LOW-EMITTING MATERIAL IN TE CHPS HIGH PERFORMANCE PRODUCTS DATABASE
ii. CERTIFIED UNDER UL GREENGUARD GOLD
iii. CERTIFIED UNDER THE RESILIENT FLOOR COVERING INSTITUTE (RFCI) FLOORSCORE PROGRAM
iv. MEET THE CALIFORNIA DEPARTMENT OF PUBLIC HEALTH'S SPECIFICATION 01350 (5.504.4.6)
g. AN AIR FILTER WITH A MINIMUM EFFICIENCY REPORTING VALUE (MERV) OF 8 OR HIGHER SHALL BE
INSTALLED IN THE MECHANICAL SYSTEM FOR OUTSIDE AND RETURN AIR PRIOR TO OCCUPANCY. (5.504.5.3)
h. MECHANICALLY VENTILATED BUILDINGS WITHIN 1,000 FEET OF A FREEWAY SHALL PROVIDE REGULARLY
OCCUPIED AREAS OF THE BUILDING WITH A MERV 13 FILTER FOR OUTSIDE AND RETURN AIR. FILTERS SHALL
BE INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE EITH FILTERS OF THE
SAME VALUE SHALL BE INCLUDED IN THE OPERATION AND MAINTENANCE MANUAL. (4.504.5.3)
GREEN BUILDING (CONT.)
16. HEAT ISLAND EFFECT. REDUCE NONROOF HEAT ISLANDS BY SECTION A5,106.11.1 AND ROOF HEAT
ISLANDS BY SECTION A5.106.11.2
a. HARDSCAPE ALTERNATIVES. USE ONE OR A COMBINATION OF STRATEGIES 1 AND 2 OF 50
PERCENT OF SITE HARDSCAPE OR PUT 50 PERCENT OF PARKING UNDERGROUND.
1. USE LIGHT COLORED MATERIALS WITH AN INITIAL SOLAR REFLECTANCE VALUE OF AT LEAST
30 AS DETERMINED IN ACCORDANCE WITH AMERICAN SOCIETY FOR TESTING AND MATERIALS
(ASTM) STANDARDS E1918 OR C1549.
2. USE OPEN-GRID PAVEMENT SYSTEM OR PREVIOUS OR PREMEABLE PAVEMENT SYSTEM.
17. PROVIDE A WEATHER-RESISTANT EXTERIOR WALL AND FOUNDATION ENVELOPE AS REQUIRED BY
CALIFORNIA BUILDING CODE SECTION 1403.2 (WEATHER PROTECTION) AND CALIFORNIA ENERGY CODE
SECTION 150, (MANDATORY FEATURES AND DEVICES), MANUFACTURER’S INSTALLATION INSTRUCTIONS OR
LOCAL ORDINANCE, WHICHEVER IS MORE STRINGENT.
18. CONTRUCTION WASTE MANAGEMENT. RECYCLE AND/OR SALVAGE FOR REUSE A MINIMUM OF 65 PERCENT
OF THE NONHAZARDOUS CONSTRUCTION AND DEMOLITION WASTE IN ACCORDANCE WITH SECTION 5.408.1.1,
5.408.1.2 OR 5.408.1.3; OR MEET A LOCAL CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT ORDINANCE,
WHICHEVER IS MORE STRINGENT. (5.408.1)
19. TESTING AND ADJUSTING. NEW BUILDING LESS THAN 10,00 SQUARE FEET. TESTING AND ADJUSTING OF
SYSTEMS SHALL BE REQUIRED FOR NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO
SERVE AN ADDITION OR ALTERATION SUBJECT TO SECTION 303.1. (5.410.4)
20. (RESERVED). NOTE: FOR ENERGY-RELATED SYSTEMS UNDER THE SCOPE (SECTION 100) OF THE
CALIFORNIA ENERGY CODE, INCLUDING HEATING, VENTILATION, AIR CONDITIONING (HVAC) SYSTEMS AND
CONTROLS, INDOOR LIGHTING SYSTEM AND CONTROLS, AS WELL AS WATER HEATING SYSTEMS AND
CONTROLS, REFER TO CALIFORNIA ENERGY CODE SECTION 120.8 FOR COMMISSIONING REQUIREMENTS AND
SECTIONS 120.5, 120.6, 130.4, AND 140.9(B)3 FOR ADDITIONAL TESTING REQUIREMENTS OF SPECIFIC SYSTEMS.
(5.410.4.1)
21. SYSTEMS. DEVELOP A WRITTEN PLAN OF PROCEDURES FOR TESTING AND ADJUSTING SYSTEMS.
SYSTEMS TO BE INCLUDED FOR TESTING AND ADJUSTING SHALL INCLUDE, AS APPLICABLE TO THE PROJECT:
1. RENEWABLE ENERGY SYSTEMS.
2. LANDSCAPE IRRIGATION SYSTEMS.
3. WATER REUSE SYSTEMS.
22. PROCEDURES. PERFORM TESTING AND ADJUSTING PROCEDURES IN ACCORDANCE WITH
MANUFACTURER’S SPECIFICATIONS AND APPLICABLE STANDARDS ON EACH SYSTEM. (5.410.4.3)
23. HVAC BLANCING. IN ADDITION TO TESTING AND ADJUSTING, BEFORE A NEW SPACE-CONDITIONING
SYSTEM SERVING A BUILDING OR SPACE IS OPERATED FOR NORMAL USE, BALANCE THE SYSTEM IN
ACCORDANCE WITH THE PROCEDURES DEFINED BY THE TESTING ADJUSTING AND BALANCING BUREAU
NATIONAL STANDARDS; THE NATIONAL ENVIRONMENTAL BALANCING BUREAU PROCEDURAL STANDARDS;
ASSOCIATED AIR BALANCE COUNCIL NATIONAL STANDARDS OR AS APPROVED BY THE ENFORCING AGENCY.
(5.410.4.3.1)
24. REPORTING. AFTER COMPLETION OF TESTING, ADJUSTING AND BALANCING, PROVIDE A FINAL REPORT OF
TESTING SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES. (5.410.4.4)
25. OPERATION AND MAINTENANCE (O&M) MANUAL. PROVIDE THE BUILDING OWNER OR REPRESENTATIVE
WITH DETAILED OPERATING AND MAINTENANCE INSTRUCTIONS AND COPIES OF GUARANTIES/WARRANTIES
FOR EACH SYSTEM. O & M INSTRUCTIONS SHALL BE CONSISTENT WITH OSHA REQUIREMENTS IN CCR, TITLE 8,
SECTION 5142, AND OTHER RELATED REGULATIONS.
26. INSPECTIONS AND REPORTS. INCLUDE A COPY OF ALL INSPECTION VERIFICATIONS AND REPORTS
REQUIRED BY THE ENFORCING AGENCY. (5.410.4.5.1)
27. TESTING AND ADJUSTING. NEW BUILDING LESSTESTING AND ADJUSTING OF SYSTEMS SHALL BE
REQUIRED FOR NEW BUILDINGS LESS THAN 10,000 SQUARE FEET OR NEW SYSTEMS TO SERVE AN ADDITION
OR ALTERATION SUBJECT TO SECTION 303.1.
28. TEMPORARY VENTILATION. THE PERMANENT HVAC SYSTEM SHALL ONLY BE USED DURING
CONSTRUCTION IF NECESSARY TO CONDITION THE BUILDING OR AREAS OF ADDITION OR ALTERATION WITHIN
THE REQUIRED TEMPERATURE RANGE FOR MATERIAL AND EQUIPMENT INSTALLATION. IF THE HVAC SYSTEM IS
USED DURING CONSTRUCTION, USE RETURN AIR FILTERS WITH A MINIMUM EFFICIENCY REPORTING VALUE
(MERV) OF 8, BASED ON ASHRAE 52.2-1999, OR AN AVERAGE EFFICIENCY OF 30 PERCENT BASED ON ASHRAE
52.1-1992. REPLACE ALL FILTERS IMMEDIATELY PRIOR TO OCCUPANCY, OR, IF THE BUILDING IS OCCUPIED
DURING ALTERATION, AT THE CONCLUSION OF CONSTRUCTION. (5.504.1)
29. COVERING OF DUCT OPENING AND PROTECTION OF MECHANICAL EQUIPMENT DURING CONSTRUCTION.
AT THE TIME OF ROUGH INSTALLATION AND DURING STORAGE ON THE CONSTRUCTION SITE UNTIL FINAL
STARTUP OF THE HEATING, COOLING AND VENTILATING EQUIPMENT, ALL DUCT AND OTHER RELATED AIR
DISTRIBUTION COMPONENT OPENINGS SHALL BE COVERED WITH TAPE, PLASTIC, SHEETMETAL OR OTHER
METHODS ACCEPTABLE TO THE ENFORCING AGENCY TO REDUCE THE AMOUNT OF DUST, WATER AND DEBRIS
WHICH MAY ENTER THE SYSTEM. (5.504.3)
30. REDUCTION OF HEAT ISLAND EFFECT FOR NONROOF AREA. REDUCE NONROOF HEAT ISLANDS FOR 50
PERCENT OF SIDEWALKS, PATIOS, DRIVEWAYS OR OTHER PAVED AREAS BY USING ONE OR MORE OF THE
METHODS LISTED.
1. TREES OR OTHER PLANTINGS TO PROVIDE SHADE AND THAT MATURE WITHIN 15 YEARS OF
PLANTING. TREES SHOULD BE NATIVE OR ADAPTIVE TO THE REGION AND CLIMATE ZONES AND
NONINVASIVE; HARDY AND RESISTANT TO DROUGHT, INSECTS AND DISEASE; EASY TO MAINTAIN (NO
FREQUENT SHEDDING OF TWIGS, BRANCHES, UNWANTED FRUIT OR SEED PODS); AND SUITABLE IN
MATURE SIZE AND ENVIRONMENTAL REQUIREMENTS FOR THE SITE. TREE SELECTION AND
PLACEMENT SHOULD CONSIDER LOCATION AND SIZE OF AREAS TO BE SHADED, LOCATION OF
UTILITIES, VIEWS FROM THE STRUCTURE, DISTANCE TO SIDEWALKS AND FOUNDATIONS,
OVERHANGS ONTO ADJACENT PROPERTIES AND STREETS; OTHER INFRASTRUCTURE AND
ADJACENT TO LANDSCAPING. IN ADDITION, SHADING SHALL NOT CAST A SHADOW, AS SPECIFIED,
ON ANY NEIGHBORING SOLAR COLLECTORS PURSUANT TO PUBLIC RESOURCES CODE SECTION
25981, ET SEQ. (SOLAR SHADE CONTROL ACT).
2. USE HIGH ALBEDO MATERIALS WITH AN INITIAL SOLAR REFLECTANCE VALUE OF AT LEAST 0.30
AS DETERMINED IN ACCORDANCE WITH AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)
STANDARDS E1918 OR C1549.
3. USE OPEN GRID PAVEMENT SYSTEM OR PERVIOUS OR PERMEABLE PAVEMENT SYSTEM.
4. LOCATE 50 PERCENT OF PARKING UNDERGROUND OR USE MULTILEVEL PARKING.
5. OTHER METHODS OF REDUCING HEAT ISLAND EFFECTS ACCEPTABLE TO THE ENFORCING
AGENCY.
NOTE: LOCAL AGENCIES MAY HAVE ORDINANCES REQUIRING MITIGATION OF HEAT ISLAND EFFECTS THROUGH
BUILDING OR PARKING LOT SHADING, TREE PLANTINGS, LANDSCAPING, USE OF PERVIOUS PAVEMENTS AND
OTHER APPROVED METHODS. (4.106.7)
31. ENHANCED DURABILITY AND REDUCED MAINTENANCE. ANNULAR SPACES AROUND PIPES, ELECTRIC
CABLES, CONDUITS OR OTHER OPENINGS IN SOLE/BOTTOM PLATES AT EXTERIOR WALLS SHALL BE
PROTECTED AGAINST THE PASSAGE OF RODENTS BY CLOSING SUCH OPENINGS WITH CEMENT MORTAR,
CONCRETE MASONRY OR A SIMILAR METHOD ACCEPTABLE TO THE ENFORCING AGENCY. (4.406.1)
32. WHERE MULTI-FAMILY DWELLINGS AND R OCCUPANCIES OTHER THAN ONE AND TWO-FAMILY DWELLINGS
AND TOWNHOUSES ARECONSTRUCTED ON A BUILDING SITE, 5% OF THE TOTAL PARKING
SPACES, BUT NOT LESS THAN ONE, SHALL BE ELECTRIC VEHICLECHARGING SPACES (EV SPACES) CAPABLE
OF SUPPORTING FUTURE ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). CALCULATIONS FOR
THE REQUIRED NUMBER OF EV SPACES SHALL BE ROUNDED UP TO THE NEAREST WHOLE NUMBER. SHOW ON
PLANS THAT THE FOLLOWING ARE PROVIDED:
A.WHERE ONLY ONE EV SPACE IS REQUIRED, INSTALL A MINIMUM 1-INCH (INSIDE DIAMETER)
RACEWAY TO ACCOMMODATE A DEDICATED 208/240 VOLT BRANCH CIRCUIT. RACEWAY SHALL
ORIGINATE AT THE MAIN SERVICE OR SUBPANEL AND TERMINATE IN CLOSE
PROXIMITY TO THE EV SPACE INTO A LISTED CABINET, BOX OR ENCLOSURE.
B.WHERE MULTIPLE CHARGING SPACES ARE REQUIRED, SHOW RACEWAY TERMINATION POINTS.
C.THE MINIMUM LENGTH OF EACH EV SPACE SHALL BE 18 FEET.
D.THE MINIMUM WIDTH OF EACH EV SPACE SHALL BE 9 FEET.
E.FOR BUILDINGS WITH 17 OR MORE DWELLING UNITS, AT LEAST ONE OF THE REQUIRED EV
SPACES SHALL BE LOCATED IN COMMON USE AREAS, EQUIPPED WITH AN EV CHARGING
STATION AND AVAILABLE FOR USE BY ALL RESIDENTS.
F.FOR BUILDINGS WITH 17 OR MORE DWELLING UNITS, ONE IN EVERY 25 EV SPACES,
BUT NOT LESS THAN ONE, SHALL ALSO COMPLY WITH THE FOLLOWING:
I.8 FT. WIDE AISLE NEXT TO THE 9 FT. WIDE EV SPACE OR A 5 FT. WIDE AISLE NEXT TO A 12 FT. WIDE
EV SPACE.
II.THE SURFACE SLOPE FOR THIS EVCS AND THE AISLE SHALL NOT EXCEED 1 UNIT VERTICAL IN 48
UNITS HORIZONTAL (2.083 PERCENT SLOPE) ON ANY DIRECTION.
III.THE EV SPACE SHALL EITHER BE LOCATED ADJACENT TO AN ACCESSIBLE PARKING
SPACE MEETING THE REQUIREMENTS OF LABC CHAPTER 11A TO ALLOW THE USE OF
THE EV CHARGER FROM THE ACCESSIBLE PARKING SPACE, OR BE LOCATED ON AN ACCESSIBLE
ROUTE TO THE BUILDING AS DEFINED IN CHAPTER 2 OF THE LABC.
G."THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE
ALL DESIGNATED EV SPACES AT THE FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN
SHALL BE BASED UPON A 40-AMPERE MINIMUM BRNACH CIRCUIT. A SEPARATE ELECTRICAL
PERMIT IS REQUIRED."
H."THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT
PROTECTIVE SPACE(S) RESERVED FOR FUTURE EV CHARGING PURPOSES AS EV CAPABLE IN
ACCORDANCE WITH THE LOS ANGELES ELECTRICAL CODE. (4.106.4.2, 4.106.4.3)
GREEN BUILDING (CONT.)
33. A COPY OF THE CONSTRUCTION DOCUMENTS OR A COMPARABLE DOCUMENT INDICATING THE
INFORMATION FROM ENERGY CODE SECTIONS 110.10(b) THROUHG 110.10 (c) SHALL BE PROVIDED TO THE
OCCUPANT. (ENERGY CODE 110.109(d))
34. PROJECT WITH NEW LANDSCAPE AREAS OF 500 SQUARE FEET OR MORE ARE SUBJECT TO THE 2015
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). REFER TO THE MWELO SUPPLEMENTAL
CORRECTION SHEET FOR ADDITIONAL COMMENTS. (4.304.1)
35. NONABSORBENT INTERIOR FLOOR AND WALL FINISHES SHALL BE USED WITHIN AT LEAST 2 FEET AROUND
AND PERPENDICULAT TO EXTERIOR ENTRIES AND OR OPENING SUBJECT TO FOOT TRAFIC (5.407.2.2.1)
SIGNS:
1.PROVIDE EXIT SIGNS AND DIRECTIONAL EXIT SIGNS WITH MINIMUM 6" HIGH BY 3/4" STROKE BLOCK
LETTERS ON A CONTRASTING BACKGROUND.
2.PROVIDE FLOOR-LEVEL EXIT SIGNS IN ACCORDANCE WITH CBC 1011.6 IN ALL INTERIOR CORRIDORS
SERVING GUESTROOMS AND RESIDENTIAL UNITS.
3.EVERY ASSEMBLY AREA SHALL HAVE THE OCCUPANT LOAD POSTED IN CONSPICUOUS PLACE NEAR THE
MAIN EXIT OF THE ROOM. CBC 1004.3
4.PROVIDE STAIRWAY NUMBERING SYSTEM FOR BUILDING THREE OR MORE STORIES.
5.PROVIDE APPROVED BRAILLE SIGNAGE FOR ALL PERMANENTLY SIGNED ROOM/SPACES/ SIGN TO BE
MOUNTED AT THE STRIKE SIDE OF DOORS AT 60" OFF.
6.PROVIDE A "NO SMOKING" SIGN. THE SIZE OF THE SIGN SHALL BE MINIMUM OF 40 SQ. IN., WITH
INTERNATIONAL "NO SMOKING" SYMBOL IN RED OR 1" HIGH LETTERS SAYING "NO SMOKING". LOCATE SIGN
60" ABOVE FINISH FLOOR.
7.SUBMIT MANUFACTURER'S INSTALLATION INSTRUCTION FOR SMOKE DETECTORS TO THE BUILDING
INSPECTOR.
8.PROVIDE APPROVED PATH MARKING IN ALL INTERIOR RATED CORRIDORS CONNECTING WITH THE FLOOR
LEVEL EXIT SIGNS IN ACCORDANCE WITH CBC 1011.7
9.ALL WALLS REQUIRED TO HAVE PROTECTED OPENINGS OR PENETRATIONS SHALL BE PERMANENTLY
IDENTIFIED WITH SIGNS OR STENCILING. SUCH IDENTIFICATION SHALL:
1. BE LOCATED IN ACCESSIBLE CONCEALED FLOOR, FLOOR-CEILING OR ATTIC SPACES;
2. BE LOCATED WITHIN 15 FEET OF THE END OF EACH WALL AND AT INTERVALS NOT EXCEEDING 30 FEET
MEASURED HORIZONTALLY ALONG THE WALL OR PARTITION; AND
3. INCLUDING LETTERING NOT LESS THAN 3 INCHES IN HEIGHT WITH A MINIMUM 3/8" STROKE IN A
CONTRASTING COLOR INCORPORATING THE SUGGESTED WORD:
"FIRE AND/OR SMOKE BARRIER-PREOTECT ALL OPENING"
10.EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED
11.EXIT SIGNS ILLUMINATED BY AN EXTERNAL SOURCE SHALL HAVE AN INTENSITY OF NOT LESS THAN 5 FOOT
CANDELS (54 LUX).
12.INTERNALLY ILLUMINATED SIGNS SHALL BE LISTED AND LABELED AND SHALL BE INSTALLED IN ACORDANCE
EITH THE MANUFACTURE'S INSTRUCTIONS AND SECTION 27002.
13. EXIT SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWERED SYSTEM THAT WILL PROVIDE AN
ILLUMINATION OF NOT LESS THAN 90MIN. IN CASE OF PRIMARY POWER LOSS. (1013.5-1013.6.3)
14.EGRESS DOOR SHALL BE REASILY OPENABLE FROM THE EGRESS SIDE WITHOUT THE USE OF A KEY OR
SPECIAL KNOWLEDGE OR EFFORT. (1010.1.9)
15.DOOR HANDLES, LOCK AND OTHER OPERATING DEVICES SHALL BE INSTALLED AT A MIN. 34" AND MAX 48"
ABOVE THE FINISH FLOOR. (1010.1.9.2)
16.ALL EGRESS DOOR OPERATION SHALL ALSO COMPLY WITH SECTION 1010.1.9
18.THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES THE
BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESS ILLUMINATION
LEVEL SHALL NOT BE LESS THAN 1 FOOT CANDEL AT THE WALKING SURFACE. (1008.1)
19. THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALY BE PROVIDED BY THE
PREMISES ELECTRICAL SUPPLY. IN THE EVENT OF POWER SUPPLY FAILURE, AN EMERGENCY ELECTICAL
SYSTEM SHALL AUTOMATICALLY ILLUMINATE THE FOLLOWING AREAS (1008.3):
a. AISLES AND UNENCLOSED EGRESS STAIREAYS IN ROOMS AND SPACES THA REQUIRE TWO
OR MORE MEANS OF EGRESS;
b. CORRIDORS, EXIT ENCLOSURES AND EXIT PASSAGEWAYS IN BUILDINGS REQUIRED
TO HAVE TO OR MORE EXISTS.;
c. EXTERIOR EGRESS COMPONENTS AT OTHER THAN THEIR LEVEL OF EXIT DISCHARGE UNTIL
EXIT DISCHARGE IS ACCOMPLISHED FOR BUILDINGS REQUIREDTO HAVE TWO OR MORE EXITS.
d. INTERIOR EXIT DISCHARGE ELEMENTS, AS PERMITED IN SECTION 1028.1, IN BUILDINGS
REQUIRED TO HAVE TWO OR MORE EXITS.
e. EXTERIOR LANDINGS, AS REQUIRED BY SECTION 1010.1.6. FOR EXIT DISCHARGE
DOORWAYS IN BUILDINGS REQUIRED TO HAVE TWO OR MORE EXITS.
20.THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90
MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPTMENT OR AN ON-SITE GENERATOR. THE
INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702. (1008.3)
21.EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT
LEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1 LUX)
MEASURED LONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALLBE PERMITED TO
DECLINE TO 0.6 FOOT-CANDEL (0.6 LUX) AVERAGE AND MINIMUM AT ANY POINT OF 0.06 FOT-CANDEL (0.6 LUX)
AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO MINIMUM ILLUMINATION
UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (1008.3)
22. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERFENCY ELECTRICAL SYSTEM PROVIDED FOM
STORAGE BATTERIES UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BE
INSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE. FOR HIGH RISE BUILDINGS, SEE SECTION 403.
SECTION 1025 LUMINOUS EGRESS PATH MARKINGS
1025.1 GENERAL. APPROVED LUMINOUS EGRESS PATH MARKINGS DELINEATING THE EXIT PATH SHALL BE
PROVIDED IN HIGH-RISE BUILDINGS OF GROUP A, B, E, I, M, AND R-1 OCCUPANCIES IN ACCORDANCE WITH
SECTIONS 1025.1 THROUGH 1025.5.
EXCEPTION:LUMINOUS EGRESS PATH MARKINGS SHALL NOT BE REQUIRED ON THE LEVEL OF EXIT
DISCHARGE IN LOBBIES THAT SERVE AS PART OF THE EXIT PATH IN ACCORDANCE WITH SECTION 1028.1,
EXCEPTION 1.
1025.2 MARKINGS WITHIN EXIT COMPONENTS. EGRESS PATH MARKINGS SHALL BE PROVIDED IN INTERIOR EXIT
STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS, IN ACCORDANCE WITH SECTIONS 1025.2.1
THROUGH 1025.2.6.
1025.2.1 STEPS. A SOLID AND CONTINUOUS STRIPE SHALL BE APPLIED TO THE HORIZONTAL LEADING EDGE
OF EACH STEP AND SHALL EXTEND FOR THE FULL LENGTH OF THE STEP. OUTLINING STRIPES SHALL HAVE
A MINIMUM HORIZONTAL WIDTH OF 1 INCH (25 MM) AND A MAXIMUM WIDTH OF 2 INCHES (51 MM). THE
LEADING EDGE OF THE STRIPE SHALL BE PLACED NOT MORE THAN 1/2 INCH (12.7 MM) FROM THE LEADING
EDGE OF THE STEP AND THE STRIPE SHALL NOT OVERLAP THE LEADING EDGE OF THE STEP BY NOT MORE
THAN 1/2 INCH (12.7 MM) DOWN THE VERTICAL FACE OF THE STEP.
EXCEPTION:THE MINIMUM WIDTH OF 1 INCH (25 MM) SHALL NOT APPLY TO OUTLINING STRIPES LISTED IN
ACCORDANCE WITH UL 1994.
1025.2.2 LANDINGS. THE LEADING EDGE OF LANDINGS SHALL BE MARKED WITH A STRIPE CONSISTENT WITH
THE DIMENSIONAL REQUIREMENTS FOR STEPS.
1025.2.3 HANDRAILS. HANDRAILS AND HANDRAIL EXTENSIONS SHALL BE MARKED WITH A SOLID AND
CONTINUOUS STRIPE HAVING A MINIMUM WIDTH OF 1 INCH (25 MM). THE STRIPE SHALL BE PLACED ON THE
TOP SURFACE OF THE HANDRAIL FOR THE ENTIRE LENGTH OF THE HANDRAIL, INCLUDING EXTENSIONS AND
NEWEL POST CAPS. WHERE HANDRAILS OR HANDRAIL EXTENSIONS BEND OR TURN CORNERS, THE STRIPE
SHALL NOT HAVE A GAP OF MORE THAN 4 INCHES (102 MM).
EXCEPTION:THE MINIMUM WIDTH OF 1 INCH (25 MM) SHALL NOT APPLY TO OUTLINING STRIPES LISTED IN
ACCORDANCE WITH UL 1994.
1025.2.4 PERIMETER DEMARCATION LINES. STAIR LANDINGS AND OTHER FLOOR AREAS WITHIN INTERIOR
EXIT STAIRWAYS, INTERIOR EXIT RAMPS AND EXIT PASSAGEWAYS, WITH THE EXCEPTION OF THE SIDES OF
STEPS, SHALL BE PROVIDED WITH SOLID AND CONTINUOUS DEMARCATION LINES ON THE FLOOR OR ON
THE WALLS OR A COMBINATION OF BOTH. THE STRIPES SHALL BE 1 TO 2 INCHES (25 MM TO 51 MM) WIDE
WITH INTERRUPTIONS NOT EXCEEDING 4 INCHES (102 MM).
EXCEPTION:THE MINIMUM WIDTH OF 1 INCH (25 MM) SHALL NOT APPLY TO OUTLINING STRIPES LISTED IN
ACCORDANCE WITH UL 1994.
1025.2.4.1 FLOOR-MOUNTED DEMARCATION LINES. PERIMETER DEMARCATION LINES SHALL BE PLACED
WITHIN 4 INCHES (102 MM) OF THE WALL AND SHALL EXTEND TO WITHIN 2 INCHES (51 MM) OF THE
MARKINGS ON THE LEADING EDGE OF LANDINGS. THE DEMARCATION LINES SHALL CONTINUE ACROSS
THE FLOOR IN FRONT OF ALL DOORS.
EXCEPTION:DEMARCATION LINES SHALL NOT EXTEND IN FRONT OF EXIT DISCHARGE DOORS THAT
LEAD OUT OF AN EXIT AND THROUGH WHICH OCCUPANTS MUST TRAVEL TO COMPLETE THE EXIT
PATH.
1025.2.4.2 WALL-MOUNTED DEMARCATION LINES.PERIMETER DEMARCATION LINES SHALL BE PLACED ON
THE WALL WITH THE BOTTOM EDGE OF THE STRIPE NOT MORE THAN 4 INCHES (102 MM) ABOVE THE
FINISHED FLOOR. AT THE TOP OR BOTTOM OF THE STAIRS, DEMARCATION LINES SHALL DROP
VERTICALLY TO THE FLOOR WITHIN 2 INCHES (51 MM) OF THE STEP OR LANDING EDGE. DEMARCATION
LINES ON WALLS SHALL TRANSITION VERTICALLY TO THE FLOOR AND THEN EXTEND ACROSS THE FLOOR
WHERE A LINE ON THE FLOOR IS THE ONLY PRACTICAL METHOD OF OUTLINING THE PATH. WHERE THE
WALL LINE IS BROKEN BY A DOOR, DEMARCATION LINES ON WALLS SHALL CONTINUE ACROSS THE FACE
OF THE DOOR OR TRANSITION TO THE FLOOR AND EXTEND ACROSS THE FLOOR IN FRONT OF SUCH
DOOR.
EXCEPTION:DEMARCATION LINES SHALL NOT EXTEND IN FRONT OF EXIT DISCHARGE DOORS THAT
LEAD OUT OF AN EXIT AND THROUGH WHICH OCCUPANTS MUST TRAVEL TO COMPLETE THE EXIT
PATH.
1025.2.4.3 TRANSITION. WHERE A WALL-MOUNTED DEMARCATION LINE TRANSITIONS TO A FLOOR-
MOUNTED DEMARCATION LINE, OR VICE VERSA, THE WALL-MOUNTED DEMARCATION LINE SHALL DROP
VERTICALLY TO THE FLOOR TO MEET A COMPLIMENTARY EXTENSION OF THE FLOOR-MOUNTED
DEMARCATION LINE, THUS FORMING A CONTINUOUS MARKING.
1025.2.5 OBSTACLES. OBSTACLES AT OR BELOW 6 FEET 6 INCHES (1981 MM) IN HEIGHT AND PROJECTING
MORE THAN 4 INCHES (102 MM) INTO THE EGRESS PATH SHALL BE OUTLINED WITH MARKINGS NOT LESS
THAN 1 INCH (25 MM) IN WIDTH COMPRISED OF A PATTERN OF ALTERNATING EQUAL BANDS, OF LUMINOUS
MATERIAL AND BLACK, WITH THE ALTERNATING BANDS NOT MORE THAN 2 INCHES (51 MM) THICK AND
ANGLED AT 45 DEGREES (0.79 RAD). OBSTACLES SHALL INCLUDE, BUT ARE NOT LIMITED TO, STANDPIPES,
HOSE CABINETS, WALL PROJECTIONS AND RESTRICTED HEIGHT AREAS. HOWEVER, SUCH MARKINGS SHALL
NOT CONCEAL ANY REQUIRED INFORMATION OR INDICATORS INCLUDING BUT NOT LIMITED TO
INSTRUCTIONS TO OCCUPANTS FOR THE USE OF STANDPIPES.
1025.2.6 DOORS WITHIN THE EXIT PATH. DOORS THROUGH WHICH OCCUPANTS MUST PASS IN ORDER TO
COMPLETE THE EXIT PATH SHALL BE PROVIDED WITH MARKINGS COMPLYING WITH SECTIONS 1025.2.6.1
THROUGH 1025.2.6.3.
1025.2.6.1 EMERGENCY EXIT SYMBOL.THE DOORS SHALL BE IDENTIFIED BY A LOW-LOCATION LUMINOUS
EMERGENCY EXIT SYMBOL COMPLYING WITH NFPA 170. THE EXIT SYMBOL SHALL BE NOT LESS THAN 4
INCHES (102 MM) IN HEIGHT AND SHALL BE MOUNTED ON THE DOOR, CENTERED HORIZONTALLY, WITH
THE TOP OF THE SYMBOL NOT HIGHER THAN 18 INCHES (457 MM) ABOVE THE FINISHED FLOOR.
1025.2.6.2 DOOR HARDWARE MARKINGS. DOOR HARDWARE SHALL BE MARKED WITH NOT LESS THAN 16
SQUARE INCHES (406 MM2) OF LUMINOUS MATERIAL. THIS MARKING SHALL BE LOCATED BEHIND,
IMMEDIATELY ADJACENT TO, OR ON THE DOOR HANDLE OR ESCUTCHEON. WHERE A PANIC BAR IS
INSTALLED, SUCH MATERIAL SHALL NOT BE LESS THAN 1 INCH (25 MM) WIDE FOR THE ENTIRE LENGTH OF
THE ACTUATING BAR OR TOUCH-PAD.
1025.2.6.3 DOOR FRAME MARKINGS. THE TOP AND SIDES OF THE DOOR FRAME SHALL BE MARKED WITH A
SOLID AND CONTINUOUS 1-INCH-TO 2-INCH-WIDE (25 MM TO 51 MM) STRIPE. WHERE THE DOOR MOLDING
DOES NOT PROVIDE SUFFICIENT FLAT SURFACE ON WHICH TO LOCATE THE STRIPE, THE STRIPE SHALL
BE PERMITTED TO BE LOCATED ON THE WALL SURROUNDING THE FRAME.
1025.3 UNIFORMITY. PLACEMENT AND DIMENSIONS OF MARKINGS SHALL BE CONSISTENT AND UNIFORM
THROUGHOUT THE SAME ENCLOSURE.
1025.4 SELF-LUMINOUS AND PHOTOLUMINESCENT. LUMINOUS EGRESS PATH MARKINGS SHALL BE PERMITTED
TO BE MADE OF ANY MATERIAL, INCLUDING PAINT, PROVIDED THAT AN ELECTRICAL CHARGE IS NOT REQUIRED
TO MAINTAIN THE REQUIRED LUMINANCE. SUCH MATERIALS SHALL INCLUDE, BUT NOT BE LIMITED TO, SELF-
LUMINOUS MATERIALS AND PHOTOLUMINESCENT MATERIALS. MATERIALS SHALL COMPLY WITH EITHER OF
THE FOLLOWING STANDARDS:
1. UL 1994.
2. ASTM E2072, EXCEPT THAT THE CHARGING SOURCE SHALL BE 1 FOOTCANDLE (11 LUX) OF FLUORESCENT
ILLUMINATION FOR 60 MINUTES, AND THE MINIMUM LUMINANCE SHALL BE 30 MILICANDELAS PER SQUARE
METER AT 10 MINUTES AND 5 MILICANDELAS PER SQUARE METER AFTER 90 MINUTES.
1025.5 ILLUMINATION. WHERE PHOTOLUMINESCENT EXIT PATH MARKINGS ARE INSTALLED, THEY SHALL BE
PROVIDED WITH NOT LESS THAN 1 FOOTCANDLE (11 LUX) OF ILLUMINATION FOR NOT LESS THAN 60 MINUTES
PRIOR TO PERIODS WHEN THE BUILDING IS OCCUPIED AND CONTINUOUSLY DURING OCCUPANCY.
SECTION 11B-806.3 GUEST ROOMS WITH COMMUNICATION FEATURES
GUEST ROOMS REQUIRED TO PROVIDE COMMUNICATION FEATURES SHALL COMPLY WITH SECTION 11B-806.3.
11B-806.3.1 ALARMS
WHERE EMERGENCY WARNING SYSTEMS ARE PROVIDED, FIRE ALARMS SHALL COMPLY WITH SECTION 11B-702
AND CARBON MONOXIDE ALARMS SHALL COMPLY WITH CHAPTER 9, SECTION 915.
11B-806.3.2 NOTIFICATION DEVICES
VISIBLE NOTIFICATION DEVICES SHALL BE PROVIDED TO ALERT ROOM OCCUPANTS OF INCOMING TELEPHONE
CALLS AND A DOOR KNOCK OR BELL. NOTIFICATION DEVICES SHALL NOT BE CONNECTED TO VISIBLE ALARM
SIGNAL APPLIANCES. TELEPHONES SHALL HAVE VOLUME CONTROLS COMPATIBLE WITH THE TELEPHONE
SYSTEM AND SHALL COMPLY WITH SECTION 11B-704.3. TELEPHONES SHALL BE SERVED BY AN ELECTRICAL
OUTLET COMPLYING WITH SECTION 11B-309 LOCATED WITHIN 48 INCHES (1219 MM) OF THE TELEPHONE TO
FACILITATE THE USE OF A TTY.
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
48
"
M
A
X
.
34
"
M
A
X
.
>10"- 24" MAX.
34
"
M
A
X
.
46
"
M
A
X
.
48
"
M
A
X
.
10" MAX.
(B) 11B-308.3.2(A) - OBSTRUCTED HIGH SIDE REACH ≤ 10" MAX.
10" MAX.
(C) 11B-308.3.2(B) -OBSTRUCTED HIGH SIDE REACH > 10" TO 24" MAX.
MAX.
10"
MAX.
24"
(A) 11B-308.3.1 - UNOBSTRUCTION SIDE REACH
MI
N
.
15
"
44
"
M
A
X
.
48
"
M
A
X
.
20" MAX.
48
"
M
A
X
.
(A) 11B-308.2.1 UNOBSTRUCTED FORWARD REACH
MI
N
.
15
"
(B) 11B-308.2.2 FORWARD REACH OVER OBSTRUCTION ≤ 20" MAX.
REACH DEPTH
(C) 11B-308.2.2 FORWARD REACH OVER OBSTRUCTION > 20" TO 25" MAX.
REACH DEPTH
>20"-25" MAX.
30
"
M
I
N
.
17" - 25"
30
"
M
I
N
.
25" MAX.
MI
N
.
9"
11B-306.2 TOE CLEARANCE - GENERAL REQUIREMENT
11B-306.3 KNEE CLEARANCE - GENERAL REQUIREMENT
ELEVATION PLAN
ELEVATION PLAN
MI
N
.
9"
MIN.
11"
MAX.
6"
27
"
M
I
N
.
8" MIN.
ELEVATION @ LAVATORY
MI
N
.
9"
MIN.
11"
8" MIN.
27
"
M
I
N
.
29
"
M
I
N
.
CANE DETECTION
BARRIER
PROTECT THIS AREA
FROM CROSS TRAFFIC
X
<
8
0
"
27
"
M
A
X
.
11B-307.4
11B-307 PROTECTION AROUND WALL-MOUNTED OBJECTS
ADDITIONAL PROTECTION
NOT REQUIRED BETWEEN
WING WALLS
PROTRUDING OBJECTS
HANGING ON WALL
WITH LEADING EDGES
ABOVE 27"
MAX.
24"
DIMENSION
ANY
CL
R
.
W
I
D
T
H
36
"
M
I
N
.
PA
S
S
A
G
E
32
"
M
I
N
.
CL
R
.
W
I
D
T
H
4"
M
A
X
.
11B-307.4
X
>
2
7
"
4" MAX
X
≥
8
0
"
11B-307.2
11B-304.3.1 CIRCULAR SPACE
60" MIN.
60
"
M
I
N
.
MI
N
.
60
"
MIN.
36"MIN.
12"
MIN.
12"
MI
N
.
24
"
MI
N
.
36
"
MIN.
60"
11B-304.3.2 'T'-SHAPED TURNING SPACE
WHEELCHAIR TURNING SPACE
MA
X
.
24
"
X>
2
4
"
30" MIN.
36" MIN.
IF X > 24", ADDITIONAL MANEUVERING
CLEARANCE OF 6" SHALL BE PROVIDED
MA
X
.
15
"
MIN.
48"
MI
N
.
30
"
X>
1
5
"
60" MIN.
MI
N
.
30
"
11B-305.7.2 MANEUVERING CLEARANCE IN AN ALCOVE, PARALLEL APPROACH
IF X > 15", ADDITIONAL MANEUVERING
CLEARANCE OF 12" SHALL BE PROVIDED
WHEELCHAIR MANEUVERING SPACE
11B-305.7.1 MANEUVERING CLEARANCE IN AN ALCOVE, FORWARD APPROACH
11B-403.5 - CLEAR WIDTH OF AN ACCESSIBLE ROUTE
MI
N
.
36
"
MI
N
.
32
"
48" MIN.MAX.
24"
MAX.
24"
11B-307.3 POST-MOUNTED PROTRUDING OBJECTS
12" MAX.12" MAX.
27
"
-
8
0
"
X > 12"
27
"
M
A
X
.
X > 12"
80
"
M
I
N
.
FINISH FLOOR
MAXIMUM SLOPE
11B-303.3 BEVELED CHANGE IN LEVEL
11B-303.2 CARPET PILE HEIGHT
11B-303.2 VERTICAL CHANGE IN LEVEL
1
2
1/
4
1/
4
"
"
1/
2
"
M
A
X
.
1/
4
"
M
A
X
.
FINISH FLOOR
CARPET
FINISH FLOOR
PI
L
E
1/
2
"
M
A
X
.
DOMINANT DIRECTION
OF TRAVEL
OP
E
N
MAX.
1/2"
LONG DIMENSION
PERPENDICULAR TO
DOMINANT DIRECTION
OF TRAVEL
11B-302.3 ELONGATED OPENINGS IN FLOOR OR GUARD SURFACES
FRONT APPROACH
SWINGING DOOR
PULL SIDE
X = 18" MIN
Y = 24" MIN @ EXTERIOR SIDE
OF EXTERIOR DOOR
60
"
M
I
N
.
FRONT APPROACH
(B) SLIDING DOOR (C) FOLDING DOOR
48
"
M
I
N
.
(A) HINGED DOOR
48
"
M
I
N
.
42
"
M
I
N
.
SIDE APPROACH
32" MIN.
22" MIN.
42
"
M
I
N
.
POCKET OR HINGE APPROACH
42
"
M
I
N
.
24" MIN.
STOP OR LATCH APPROACH90°32" MIN.32" MIN.
11B-404.2.3 CLEAR WIDTH OF DOORWAYS
X
48
"
M
I
N
.
FRONT APPROACH
SWINGING DOOR
PUSH SIDE
X=12" MIN. IF DOOR HAS BOTH
A LATCH AND A CLOSER.
MIN.
24"
LATCH SIDE APPROACH
SWINGING DOOR
PULL SIDE
LATCH SIDE APPROACH
SWINGING DOOR
PUSH SIDE
Y=48" MIN. IF DOOR HAS A CLOSER.
Y
=
4
4
"
M
I
N
.
Y
X
MIN.
36"
60
"
M
I
N
.
HINGE SIDE APPROACH
SWINGING DOOR
PULL SIDE
HINGE SIDE APPROACH
SWINGING DOOR
PUSH SIDE
Y=48" MIN. IF DOOR HAS BOTH
A LATCH AND A CLOSER.
MIN.
22"
Y
=
4
4
"
M
I
N
.
54" MIN.
MIN.
24"
11B-404.2.4.1 MANEUVERING CLEARANCE AT MANUAL SWINGING DOORS AND GATES
11B-404.2.4.2 MANEUVERING CLEARANCE AT DOORWAYS WITHOUT DOORS, SLIDING
DOORS, GATES, AND FOLDING DOORS
48
"
M
I
N
.
11B-404.2.6 DOORS AND GATES IN SERIES
48
"
M
I
N
.
60
"
M
I
N
.
X
>
8
"
Y
X
PULL SIDE APPROACH
X = 18" MIN
Y = 24" MIN @ EXTERIOR SIDE
OF EXTERIOR DOOR
48
"
M
I
N
.
X
>
8
"
PUSH SIDE APPROACH
48
"
M
I
N
.
PUSH SIDE APPROACH
DOOR WITH BOTH
CLOSER AND LATCH
12" MIN.
11B-404.2.4.3 MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES
X
>
8
"
60
"
M
I
N
.
60
"
M
I
N
.
44
"
M
I
N
.
CO
R
R
I
D
O
R
OC
C
.
L
O
A
D
≥
1
0
CO
R
R
I
D
O
R
OV
E
R
2
0
0
F
E
E
T
33" MIN.33" MIN.
60
"
M
I
N
.
SINGLE SPACE
WHEELCHAIR SPACES
MI
N
.
48
"
60
"
M
I
N
.
60" MIN.
MI
N
.
16
"
MI
N
.
44
"
44
"
M
I
N
.
44" MIN.
44
"
M
I
N
.
11B-403.5.1 EXCEPT AS PROVIDED IN SECTIONS 11B-403.5.2 AND 11B-403.5.3. THE
CLEAR WIDTH OF WALKING SURFACES SHALL BE 36" MINIMUM.
EXCEPTION 2.
THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT
LOAD OF 10 OR MORE SHALL BE 44" MINIMUM.
WHEELCHAIR PASSAGE WIDTH
11B-403.5.3 AN ACCSSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN 60" SHALL
PROVIDE PASSING SPACES AT INTERVALS OF 200' MAXIMUM.
11B-802.1.2 WIDTH OF WHEELCHAIR SPACES
36" MIN.
11B-802.1.3 DEPTH OF WHEELCHAIR SPACES
TWO SPACES FRONT OR REAR ENTRY SIDE ENTRY
90° TURN AROUND ELEMENT > 48" WIDE
MIN.
36"X > 48"
MIN.
36"
MI
N
.
36
"
MIN.
36"
X < 48"
MIN.
36"
MI
N
.
60
"
MIN.
42"
X < 48"
MIN.
42"
MI
N
.
48
"
11B-403.5.2 180° TURN 11B-403.5.2 180° TURN (EXCEPTION)
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
1
3
A
M
G4.a
BARRIER FREE
REQUIREMENTS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SCALE:NTS G4
.
a1SIDE REACH
SCALE: NTS
G4
.
a2FORWARD REACH
SCALE: NTS
G4
.
a4KNEE AND TOE CLEARANCES
SCALE: NTS
G4
.
a5VERTICAL CLEARANCE
SCALE: NTS
G4
.
a6PROTRUDING OBJECTS
SCALE: NTS
G4
.
a7PROTRUDING LIMITS
SCALE: NTS
G4
.
a8WHEELCHAIR CLEAR SPACE
SCALE: NTS
G4
.
a9POST-MOUNTED OBJECTS
SCALE: NTS
G4
.
a10ACC. CHANGE IN LEVEL
SCALE: NTS
G4
.
a11OPENINGS
SCALE: NTS
G4
.
a13ACCESSIBLE ROUTE CLEAR WIDTH
SCALE: NTS
G4
.
a12DOORS, DOORWAYS AND GATES MANEUVERING CLEARANCES
SCALE: NTS
G4
.
a16CLEAR WIDTH AT TURN
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
WALL EDGED RAMP
CURB EDGED RAMP
NOTE: PER 11B-405.8 IF A RAMP HAS A RISE > 6" OR A HORIZONTAL PROJECTION > 72"
THEN IT SHALL HAVE HANDRAILS ON BOTH SIDES COMPLYING WITH SECT. 11B-505.
HANDRAIL
CURB
4"
M
I
N
.
C
O
N
T
.
MIN.
48"
38
"
M
A
X
.
34
"
M
I
N
.
GU
I
D
E
C
U
R
B
HANDRAIL
EXTENSION
SEE 2/G0.33
HANDRAIL
SEE 4/G0.33
11B-405.9 - EDGE PROTECTION
38
"
M
A
X
.
34
"
M
I
N
<
4
"
27
"
M
A
X
.
27
"
M
A
X
.
12" MIN.12" MIN.
BEYOND BOTTOM
OF RAMP RUN
BEYOND TOP
OF RAMP RUN
11B-505.10.1 -TOP AND BOTTOM HANDRAIL EXTENSION AT RAMPS.
MA
X
.
2 1/4"
MAX.
MAX.
2 1/4"
4" -6 1/4" PERIMETER
11B-505.7.2 HANDRAIL WITH NON-CIRCULAR CROSS SECTION
(a)(b)
NOTE:
1. REFER TO 11B-505.5 AND 11B-505.6.
2. PROVIDE CONCEALED SOLID BLOCKING / BACKING IN WALL FOR MOUNTING
ATTACHMENTS.
FINISH
F.O. WALL
MIN.
1 1/2"
2" MAX
1 1/4" MIN.
MIN
.
C
L
R
.
1
1
/
2
"
MIN.
1 1/2"
2" MAX
1 1/4" MIN.
CL
R
.
1
1
/
2
"
M
I
N
.
T.O. HANDRAIL
34" MIN - 38" MAX
18
"
M
I
N
.
A. HANDRAIL CLEARANCES B. HANDRAIL IN RECESS
3" MAX.
BOTTOM
LANDING
LANDING LANDING
TOP
LANDING
RAMP
RUN
RAMP
RUN
RAMP
RUN
72" MIN.
AS
R
A
M
P
R
U
N
AT
L
E
A
S
T
A
S
W
I
D
E
60" MIN.60" MIN.
72
"
M
I
N
.
60
"
M
I
N
.
60" MIN.
LEVEL
LANDING
1:12 MAX.
LEVEL
LANDING
HORIZONTAL PROJECTION OR RUN
RI
S
E
11B-405.7 - RAMP LANDINGS
11B-405 - RAMPS
DOORWAYS AT BOTTOM LANDING SPACE OF RAMP
RA
M
P
U
P
DOORWAYS AT TOP LANDING SPACE OF RAMP
60" MIN.
48" MIN.60
"
M
I
N
.
60" MIN.
CLR
12" MIN72
"
M
I
N
.
RA
M
P
D
O
W
N
RA
M
P
U
P
60" MIN.
24" MIN @ EXT. DOORS
18" MIN @ INT. DOORSMAX
3"
48" MIN.
DO
O
R
W
I
D
T
H
PL
U
S
4
2
"
CLR
12" MIN
42
"
M
I
N
60" MIN.
24" MIN @ EXT. DOORS
18" MIN @ INT. DOORS
MAX
3"
DO
O
R
W
I
D
T
H
PL
U
S
4
2
"
RA
M
P
D
O
W
N
42
"
M
I
N
48" MIN.48" MIN.
RAMP UP
MA
X
3"
42" MIN.
42
"
M
I
N
48
"
M
I
N
36" MIN
DO
O
R
W
I
D
T
H
PL
U
S
4
2
"
RAMP UP
60" MIN.
48
"
M
I
N
36" MIN
60
"
M
I
N
.
RAMP DOWN
MA
X
3"
42" MIN.
42
"
M
I
N
48
"
M
I
N
36" MIN
DO
O
R
W
I
D
T
H
PL
U
S
4
2
"
72" MIN.
48
"
M
I
N
36" MIN
60
"
M
I
N
.
RAMP DOWN
RAMP UP
60" MIN.
42
"
M
I
N
.
DO
O
R
W
I
D
T
H
PL
U
S
4
2
"
48
"
M
I
N
.
24" MIN
MA
X
3"
RAMP DOWN
72" MIN.
42
"
M
I
N
.
DO
O
R
W
I
D
T
H
PL
U
S
4
2
"
48
"
M
I
N
.
MA
X
3"24" MIN
11B-405.7.5 DOORWAYS.
WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING CLEARANCES REQUIRED BY SECTION 11B-404.2.4 AND 11B-404.3.2 SHALL BE PERMITTED TO
OVERLAP THE REQUIRED LANDING AREA. DOORS, WHEN FULLY OPEN, SHALL NOT REDUCE THE REQUIRED RAMP LANDING WIDTH BY MORE THAN 3." DOORS, IN ANY POSITION,
SHALL NOT REDUCE THE MINIMUM DIMENSION OF THE RAMP LANDING TO LESS THAN 42."
ELEVATION OF
CENTER HANDRAIL
11B-505.10.2 TOP HANDRAIL
EXTENSION AT STAIRS
STAIR PLAN
X = 12" MIN. HANDRAIL EXTENSION
Y = 12" PLUS TREAD WIDTH MIN. HANDRAIL EXTENSION
44
"
M
I
N
.
YX
Y X
Y = (12" + X) MIN.
12" MIN.
LA
N
D
I
N
G
LA
N
D
I
N
G
11B-504.5 STAIR NOSINGS
ANGLED RISER
CURVED NOSING
BEVELED NOSING
1-1/4" MAX.
1-1/4" MAX.
30° MAX.
1/2" RADIUS
MAX. NOSING
11" MIN.
7"
M
A
X
.
4"
M
I
N
.
1/2" RADIUS
MAX. NOSING
11" MIN.
7"
M
A
X
.
4"
M
I
N
.
1/2" RADIUS
MAX. NOSING
11" MIN.
7"
M
A
X
.
4"
M
I
N
.
HA
N
D
R
A
I
L
H
E
I
G
H
T
34
"
M
I
N
.
-
3
8
"
M
A
X
.
DOWN
UP
CONTRASTING
STRIPING
≥ WIDTH
OF STAIR
CONTINUOUS
HANDRAIL
34
"
M
I
N
.
-
3
8
"
M
A
X
.
27
"
M
A
X
.
34
"
M
I
N
.
-
3
8
"
M
A
X
.
12" MIN.
11B-505.10.3 BOTTOM HANDRAIL
EXTENSION AT STAIRS
X
NOTES:
1. STAIRS SHALL COMPLY WITH SECT. 11B-504.
2. 504.2,ALL STEPS ON A FLIGHT OF STAIRS SHALL HAVE UNIFORM RISER HEIGHT AND UNIFORM TREAD DEPTH.
RISERS SHALL BE 4” MIN. AND 7” MAX. IN HEIGHT. TREADS SHALL BE 11” MIN. IN DEPTH.
3. 11B-504.3,OPEN RISERS SHALL NOT BE PERMITTED.
4. 11B-504.4, STAIR TREADS SHALL COMPLY WITH SECT. 11B-302. CHANGES IN LEVEL, SLOPES EXCEEDING 1:48,
AND DETECTABLE WARNINGS SHALL NOT BE PERMITTED.
5. 11B-504.4.1 CONTRASTING STIPE. INTERIOR STAIRS SHALL HAVE THE UPPER APPROACH AND LOWER TREAD
MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST. EXTERIOR STAIRS SHALL HAVE THE UPPER
APPROACH AND ALL TREADS MARKED BY A STRIPE PROVIDING CLEAR VISUAL CONTRAST.
6. 11B-504.5, NOSINGS SHALL COMPLY WITH SECT. 11B-504.5.
STAIR NAME / NUMBER
STAIR UPPER TERMINUS
INDICATE W/ "ROOF ACCESS"
OR "NO ROOF ACCESS"
STAR SYMBOL AT EXIT
DISCHARGE LEVEL ONLY
INDICATES FLOOR NUMBER
INDICATES FLOORS SERVED
(LOWER & UPPER TERMINUS)
ALL CHARACTERS TO BE
RAISED MIN 1/32" FROM
ABOVE THE BACKGROUND
BRAILLE SHALL BE PLACED
3/8" MIN. & 1/2" MAX. DIRECTLY
BELOW TACTILE CHARACTERS
NOTE: REFER TO CBC 1023.9 FOR STAIR IDENTIFICATION SIGN REQUIREMENTS
12" MIN.
3/
8
"
-
1
/
2
"
18
"
M
I
N
.
1"
M
I
N
.
5"
M
I
N
.
1-
1
/
2
"
M
I
N
.
1"
M
I
N
.
48" MIN - 60" MAX. A.F.F.
BASELINE OF BRAILLE CELLS
60" BOTTOM OF SIGN A.F.F.
60" MAX. ABOVE FLOOR
BASELINE OF HIGHEST CHARACTER
RAISED CHARACTERS ARE
5/8" MIN. & 2" MAX.
BRAILLE SHALL BE PLACED
3/8" MIN. & 1/2" MAX.DIRECTLY
BELOW TACTILE CHARACTERS
ROOM NAME OR NUMBER
48" MIN. ABOVE FLOOR
BASELINE OF LOWEST BRAILLE
404
&
2
"
M
A
X
.
5/
8
"
M
I
N
.
&
1
/
2
"
M
A
X
.
3/
8
"
M
I
N
3/
8
"
M
I
N
.
NOTE: REFER TO 11B-703 FOR SIGN INFORMATION.
EXIT
STAIR DOWN
C.
B.
EXIT ROUTE
A.
EXIT
RAISED CHARACTERS ARE
A MIN. OF 5/8" & MAX. OF 2"
BRAILLE SHALL BE PLACED A
MIN. OF 3/8" & MAX. OF 1/2"
DIRECTLY BELOW TACTILE
CHARACTERS
60" MAX. ABOVE FLOOR
BASELINE OF HIGHEST CHARACTER
48" MIN. ABOVE FLOOR
BASELINE OF LOWEST BRAILLE
3/
8
"
M
I
N
.
NOTE: SIGNS REQUIRED BY CBC CHAPTER 10, SECT. 1013.4 AT DOORS TO EXIT
PASSEGEWAYS, EXIT DISCHARGE AND EXIT STAIRWAYS SHALL COMPLY WITH
SECTIONS 11B-703.1, 11B-703.2. 11B703.3 AND 11B-703.5.
CHARACTERS SHALL BE SANS SERIF
UPPERCASE ACCOMPANIED BY
GRADE 2 BRAILLE.
HELP PHONE
"SOLID LIGHT: CALLING
BLINKING LIGHT: RECEIVED"
PUSH FOR HELP
LOCATION FLOOR
_________ ________
PERSONS ABLE TO USE THE
EXIT STAIRWAY DO SO AS
SOON AS POSSIBLE, UNLESS
THEY ARE ASSISTING
OTHERS
AFTER ACTIVATING THE TWO-
WAY EMERGENCY
COMMUNICATION SYSTEM, WAIT
HERE FOR ASSISTANCE
RECESSED CALL BOX
CALL BUTTON
SPEAKER
CALLING / RECEIVED
INDICATOR LIGHT
MICROPHONE
INSTRUCTIONAL SIGNAGE
NOTE: TWO-WAY COMMUNICATION SYSTEMS SHALL COMPLY WITH 11B-230
CENTERED ON
TACTILE CHARACTERS18" MIN.
CL
18
"
M
I
N
.
45°
NOTE:
1. TACTILE SIGN SHALL BE LOCATED ON THE LATCH SIDE OF THE DOOR
2. TACTILE CHARACTERS ARE BOTH BRAILLE AND RAISED CHARACTERS
CLEAR SPACE IN
FRONT OF SIGN
NOTE: REFER TO 11B-703.4.2 FOR LOCATION OF TACTILE SIGNS AT DOORS.
DINING OR
WORK
SURFACE
30" MIN.
48
"
M
I
N
.
19
"
M
A
X
.
27
"
M
I
N
.
28
"
-
3
4
"
NOTE: REFER TO 11B-305 FOR CLEAR FLOOR OR GROUND SPACE AND TO 11B-306.2.3
EXCEPTION 2 FOR MIN. DEPTH REQUIREMENTS. REFER TO 11B-902.3 FOR DINING AND
WORK SURFACES HEIGHT REQUIREMENTS.
WATER
POOL DECK16
"
M
I
N
.
MIN.
12"
CL
E
A
R
36
"
M
I
N
.
CLEAR
48" MIN.
NOTE: REFER TO 11B-1009.2 FOR POOL LIFT REQUIREMENTS.
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
1
6
A
M
G4.b
BARRIER FREE
REQUIREMENTS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SCALE: NTS
G4
.
b1RAMPS
SCALE: NTS
G4
.
b2HANDRAIL EXTENSION AT RAMPS
SCALE: NTS
G4
.
b3HANDRAIL NON-CIRCULAR
SCALE: NTS
G4
.
b4HANDRAIL
SCALE: NTS
G4
.
b5RAMP COMPONENTS
SCALE: NTS
G4
.
b6DOORWAYS AT RAMP LANDINGS
SCALE: NTS
G4
.
b7STAIRS
SCALE: NTS
G4
.
b8STAIR IDENTIFICATION SIGNAGE
SCALE: NTS
G4
.
b9TYP. SIGNAGE MOUNTING HEIGHT
SCALE: NTS
G4
.
b10EXIT SIGNAGE
SCALE: NTS
G4
.
b11TWO-WAY COMMUNICATION SYSTEMS
SCALE: NTS
G4
.
b12INT'L SYMBOLS OF ACCESSIBILITY
SCALE: NTS
G4
.
b13TACTILE SIGN AT DOORS
SCALE: NTS
G4
.
b14DINING AND WORK SURFACES
SCALE: NTS
G4
.
b15POOL LIFT SEAT LOCATION
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
1/2" RADIUS
BLUE
WHITE
REFLECTORIZED SIGN
CONSTRUCTED OF
PORCELAIN STEEL WITH
BEADED TEXT OR EQUAL
CI
R
C
U
L
A
T
I
O
N
P
A
T
H
80
"
M
I
N
.
A
.
F
.
G
.
W
/
60
"
M
I
N
.
A
.
F
.
G
.
A
T
WA
L
L
O
R
L
A
N
D
S
C
A
P
E
NOTE:
1. PROVIDE PASSENGER LOADING
ZONE WHERE IT IS REQUIRED.
2. SIGN SHALL BE PLACED IN
FRONT OF EACH ACCESSIBLE
PASSENGER LOADING ZONE,
WITHIN CLEAR VIEW, BUT NOT
PLACED SO AS TO OBSTRUCT
PASSAGE FROM ANY PARKING
STALL OR WALKWAY.
VEHICLE PULL-UP SPACE
FULL LENGTH OFMAX. O.C.36"NOTE:
11B-503.1 ACCESS AISLES SERVING VEHICLE PULL-UP SPACES SHALL BE 60" WIDE MIN.
11B-503.2 ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE VEHICLE PULL-UP
SPACES THEY SERVE.
11B-503.3.3 ACCESS AISLES SHALL BE MARKED WITH A PAINTED BORDERLINE AROUND
THEIR PERIMETER. THE AREA WITHIN THE BORDERLINES SHALL BE MARKED WITH
HATCHED LINES A MAXIMUM OF 36" ON CENTER IN A COLOR CONTRASTING WITH THAT OF
THE AISLE SURFACE.
11B-503.4 VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL COMPLY
WITH SECT. 11B-302 AND SHALL HAVE SLOPES NOT STEEPER THAN 1:48. ACCESS AISLES
SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE;
DETECTABL WARNINGS ARE NOT PERMITTED.
11B-503.5 VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR
ROUTE FROM AN ENTRANCE TO THE PASSENGER DROP-OFF AND LOADING ZONE AND
FROM THE PASSENGER DROP-OFF AND LOADING ZONE TO A VEHICULAR EXIT SHALL
PROVIDE A VERTICAL CLEARANCE OF 114”MIN.
AC
C
E
S
S
A
I
S
L
E
60
"
M
I
N
.
AREA TO BE
MARKED
CURB
LINE
96
"
M
I
N
.
240" MIN.
NO
PARKINGEV CHARGING
ONLY
EV CHARGING
ONLY
120" MIN @ AMBULATORY ACC. EVCS
EV CHARGER
WHEELSTOP
30"x48" CLEARFLOOR SPACE
ACCESSIBLE ROUTE
PAINT ACCESS AISLES
BORDERLINE AND HATCH
LINE IN A COLOR
CONTRASTING W/
ADJACENT SURFACE
11B-812 - ELECTRIC VEHICLE CHARGING STATIONS
144" MIN @ VAN ACC. EVCS 60" MIN. 108" MIN. @ STDMAX.36"21
6
"
M
I
N
.
2% MAX
SLOPE IN ALL
DIRECTIONS
DETECTABLE
WARNING
PARKING SPACE
IDENTIFICATION PER
11B-502.6
LETTERS 12" HIGH MIN.
CENTERLINE OF TEXT SHALL
BE A MAX. OF 6" FROM THE
CENTERLINE OF THE
VEHICLE SPACE AND ITS
LOWER CORNER AT, OR
LOWER SIDE ALIGNED WITH,
THE END OF THE VEHICLE
SPACE LENGTH.
11B-502.6 -INDENTIFICATION SIGNS
$250
MINIMUM FINE
VAN
ACCESSIBLE
1/2" RADIUS, TYP.
BLUE
REFLECTED SIGN CONSTRUCTED
OF PORCELAIN STEEL WITH
BEADED TEXT OR EQUAL
DESIGNATE FOR "VAN
ACCESSIBLE" AT VAN
ACCESSIBLE SPACES.
WHITE
BLUE OR
WHITE
60
"
M
I
N
.
A
T
80
"
M
I
N
.
W
/
I
N
CI
R
C
.
P
A
T
H
FINISH GROUND SURFACE
WA
L
L
O
R
LA
N
D
S
C
A
P
E
70 SQ. IN. MIN.
FOR PARKING SPACE
IDENTIFICATION
VAN ACCESSIBLE
BACKGROUND: BLUE,
COLOR NO. 15090, FED.
STANDARD 595C
WHITE SYMBOL
PROVIDE "VAN ACCESSIBLE"
LETTERS WHERE APPLIES
36" SQAURE
11B-703.7.2.1 -INTERNATIONAL SYMBOL OF ACCESSIBILITY
NO
PARKING
THE WORDS "NO
PARKING" SHALL BE
PAINTED ON THE
SURFACE WITHIN EACH
ACCESS AISLE IN WHITE
12" MIN. HIGH LETTERS
OR 108" @ STD. ACC.
144" @ VAN ACC.
ACCESS AISLE
60" MIN. TYP. 108" @ STANDARD ACC.
36" SQ.
INTERNATIONAL
SYMBOL OF
ACCESSIBILITYMAX. O.C.36"90°IDENTIFICATION SIGN
PER 11B-502.6
BLUE BORDER
PEDESTRIAN ROUTE
21
6
"
M
I
N
.
11B-502 - PARKING SPACES
2% MAX SLOPE IN
ALL DIRECTIONS
ALIGN
11B-502.7.2 WHEEL STOPS. A CURB OR WHEEL STOP SHALL
BE PROVIDED IF REQUIRED TO PREVENT ENCROACHMENT
OF VEHICLES OVER THE REQUIRED CLEAR WIDTH OF
ADJACENT ACCESSIBLE ROUTES.
COLOR CONTRASTING
WITH AISLE SURFACE,
PREFERABLY BLUE OR
WHITE
DETECTABLE WARNING REDUCER DETAIL
RAMP FINISH TRANSITIONS
OVER 1/4" CHANGE IN LEVEL
EXT. FLOOR FIN.
SLAB
(N) GROUT
(N) CEMENTITIOUS
DETECTABLE WARNING
OVER LATEX THIN SET.
A. ELEVATION (ENLARGED)
11B-705.1 SIZE AND SPACING OF
TRUNCATED DOMES
11B-705.1.2.2.1 PERPENDICULAR CURB RAMP
PER 11B-705.1.1.3 COLOR AND
CONTRAST OF DETECTABLE WARNING
SURFACE SHALL:
1. BE YELLOW AND APPROXIMATE
33538 OF SAE AMSSTD-59AA.
2. PROVIDE 70% MIN. VISUAL CONTRAST
WITH ADJACENT WALKING SURFACES.
3. DIFFER FROM ADJOINING SURFACES
IN RESILIENCY OR SOUND-ON-CANE
CONTACT.
WIDTH OF PATH
36
"
-
TOP DIAMETER OF
0.45" - 0.47"
BASE DIAMETER OF
0.9" - 0.92"
CL
CL CLCL 2.
3
"
-
2
.
4
"
2.3" - 2.4"
0.
6
5
"
M
I
N
.
0.
2
0
"
B. PLAN
60" MIN.
RA
M
P
L
A
N
D
I
N
G
48
"
M
I
N
.
DETECTABLE
WARNINGS
1:
1
2
M
A
X
.
1:
1
2
M
A
X
.
1:10 MAX. 1:10 MAX.
1:10 MAX. 1:10 MAX.
36
"
M
I
N
.
36
"
M
I
N
.
A. CUT THROUGH AT ISLAND B. CURB RAMP AT ISLAND
36
"
M
I
N
.
36
"
M
I
N
.
60" MIN.
11B-406.6 ISLANDS IN CROSSINGS
A
C
1:12 MAX.
PARALLEL CURB RAMP
11B-406.3
11B-705.1.2.2.2
RUNNING SLOPE
IN LINE WITH THE
DIRECTION OF
SIDEWALK TRAVEL.
1:48 MAX. CROSS
SLOPE
1:12 MAX.
1:
4
8
M
A
X
.
GRADE
BREAK
DETECTABLE
WARNINGS
DIAGONAL CURB RAMP
11B-406.5.10
1:10 MAX.1:10 MAX.
1:
1
2
M
A
X
.
FLARE SIDES OF
RAMP, WHERE
OCCURS
DETECTABLE
WARNINGS
48
"
M
I
N
.
48" MIN.
RA
M
P
L
A
N
D
I
N
G
48
"
M
I
N
.
48" MIN.
36
"
M
I
N
.CLR.48" MIN.M
I
N
.
2
4
"
MARKED
CROSSING
DETECTABLE
WARNINGS1:10 MAX.1:10 MAX.1:12 MAX.B PERPENDICULAR CURB RAMP
11B-406.2
11B-705.1.2.2.1
36
"
M
I
N
.
36
"
M
I
N
.
6"
-
8
"
6"
-
8
"
11B-705.1.2.2 CURB RAMPS6"- 8"UNAUTHORIZED VEHICLES
PARKED IN DESIGNATED
ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING
PLACARDS OR SPECIAL
LICENSE PLATES ISSUED FOR
PERSONS WITH DISABILITIES
WILL BE TOWED AWAY AT
THE OWNER'S EXPENSE.
TOWED VEHICLES MAY BE
RECLAIMED AT
* *
OR BY TELEPHONING
* *
17" MIN.
22
"
M
I
N
.
60
"
M
I
N
.
A
.
F
.
G
.
A
T
80
"
M
I
N
.
A
.
F
.
G
.
W/
I
N
C
I
R
C
U
L
A
T
I
O
N
P
A
T
H
POLE WHERE
APPLICABLE
NOTES: REFER TO 11B-502.8
WA
L
L
O
R
L
A
N
D
S
C
A
P
E
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
1
9
A
M
G4.c
BARRIER FREE
REQUIREMENTS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SCALE: NTS
G4
.
c1ACC. PASSENGER LOADING SIGN
SCALE: NTS
G4
.
c2PASSENGER DROP-OFF & LOADING
SCALE: NTS
G4
.
c3ACCESSIBLE EV CHARGING STALL
SCALE: NTS
G4
.
c5ACC. PARKING SIGNAGE
SCALE: NTS
G4
.
c6INT'L SYMBOL OF ACCESSIBILITY
SCALE: NTS
G4
.
c7ACCESSIBLE PARKING STALL
SCALE: NTS
G4
.
c4DETECTABLE WARNING
SCALE: NTS
G4
.
c8ISLANDS IN CROSSINGS
SCALE: NTS
G4
.
c9CURB RAMP
SCALE: NTS
G4
.
c10TOW-AWAY SIGN
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
URINAL - PLANI
30" MIN. WHEN PARTITION ≤ 24" WIDE
36" MIN. WHEN PARTITION > 24" WIDE
CLEAR SPACE
LAVATORY - PLANG
.
MIN.
8"
25" MAX.
17" MIN.
6" MAX.
27
"
M
I
N
.
29
"
M
I
N
.
34
"
M
A
X
.
FLOOR-MOUNTED TOILET - FRONT VIEWK
FIN. FACE
OF WALL
CLEAR
FLOOR
SPACE
48" MIN.
30
"
M
I
N
.
TO
18
"
M
I
N
.
℄
INSULATED
PIPE
PROTECTION
25" MAX.
17" MIN.
19" MAX.
FLUSH
CONTROL FIN. FACE
OF WALLPARTITION
13-1/2" MIN.
17
"
M
A
X
.
44
"
M
A
X
.
18" MIN.
48" MIN.
36
"
W
H
E
N
X
>
2
4
"
30
"
W
H
E
N
X
≤
2
4
"
EQ
.
E
Q
.
MIN.
13 1/2"
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
A
.
F
.
F
.
6" MAX.
MIN.
12"24" MIN.
36" MIN.
℄FIN. FACE
OF WALL
17" - 18"
FLUSH CONTROL TO
BE LOCATED ON
TRANSFER SIDE
24" MIN.
42" MIN.
MAX.
12"
54" MIN.
T.
O
.
S
E
A
T
17
"
-
1
9
"
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
A
.
F
.
F
.
FIN. FACE
OF WALL
T.
O
.
S
E
A
T
17
"
-
1
9
"
LAVATORY - SECTIONF URINAL - ELEVATIONSH WALL-HUNG TOILET - SIDE VIEWJ
MIRROR
TO
R
E
F
L
E
C
T
I
V
E
40
"
M
A
X
.
TO
P
O
F
H
O
O
K
48
"
M
A
X
.
PAPER TOWEL
DISPENSER W/
WASTE RECEPTACLE
SANITARY
NAPKIN VENDOR
40
"
M
A
X
.
SU
R
F
A
C
E
D ECOAT HOOKCMIRRORA
40
"
M
A
X
.
34
"
M
A
X
48
"
M
A
X
.
27
"
M
I
N
.
20" MAX.
BABY CHANGING STATIONB
NOTE: BABY CHANGING TABLES
SHALL NOT BE LOCATED IN TOILET
COMPARTMENT WITHIN A MULTIPLE
ACCOMMODATION TOILET FACILITY.
7"-9"
TO
O
P
N
G
19
"
M
I
N
.
TOILET PAPER
DISPENSER
NAPKIN
DISPOSAL UNIT
SEAT
\COVER
DISPENSER
TO
D
I
S
P
E
N
S
E
R
40
"
M
A
X
.
12
"
1
1
/
2
"
MI
N
.
CL
R
.
MI
N
.
CL
R
.
ABOVE LAVATORIES AND COUNTERS. 35"
MAX. AFF. TO REFLECTIVE SURFACE
WHERE NOT LOCATED ABOVE COUNTER
OR LAVATORY
19" MIN. KNEE & TOE CLEARANCE
BETWEEN 9" AND 27" A.F.F.,
THE KNEE CLEARANCE SHALL
BE PERMITTED TO REDUCE AT
A RATE OF 1" IN DEPTH FOR
EACH 6" IN HEIGHT.11" MIN.
MA
X
.
12
"
URINAL DEPTH 6" MIN.
(WHICHEVER IS GREATER)
18" MIN.
NOTE: REFER TO 11B-308 FOR REACH RANGES
MA
N
E
U
V
E
R
I
N
G
S
P
A
C
E
48
"
M
I
N
.
18" MIN.
OPENING
32" MIN. CLR
17"-18"
CLEAR FLOOR SPACE
60" MIN.
6" MAX.
MA
X
.
12
"
59
"
M
I
N
@
F
L
R
W
C
56
"
M
I
N
.
@
W
A
L
L
W
C
17"-18"
CLEAR FLOOR SPACE
60" MIN.
6" MAX.
MA
X
.
12
"
59
"
M
I
N
.
@
F
L
R
W
C
56
"
M
I
N
.
@
W
A
L
L
W
C
30" x 48"
CLR SPACE
17"-19"
35" MIN.-37" MAX.
SELF-CLOSING
DOOR
SELF-
CLOSING
DOOR
60
"
M
I
N
.
OPENING
32" MIN. CLR.
AMBULATORY TOILET STALL
AT MULTIPLE ACCOMMODATION
TOILET ROOM W/ 6 OR MORE STALLS
11B-604.8.2
SINGLE OCCUPANT TOILET
11B-603
17
"
-
2
5
"
MA
X
.
19
"
.
℄
T U R NI N G S P A C E
6 0" MI N.
42" MIN.
GRAB BAR
36" MIN.
GRAB BAR
MA
N
E
U
V
E
R
I
N
G
S
P
A
C
E
60
"
M
I
N
.
SIDE-OPENING TOILET STALL
OUT-SWINGING DOOR
11B-604.8.1.1.2
OP
E
N
I
N
G
34
"
M
I
N
.
C
L
R
.
SELF-CLOSING
DOOR
17"-18"
CLEAR FLOOR SPACE
60" MIN.
6" MAX.
MA
X
.
12
"
59
"
M
I
N
.
@
F
L
R
W
C
56
"
M
I
N
.
@
W
A
L
L
W
C
MA
N
E
U
V
E
R
I
N
G
S
P
A
C
E
60
"
M
I
N
.
SIDE-OPENING TOILET STALL
IN-SWINGING DOOR
11B-604.8.1.1.2
SELF-CLOSING
DOOR
@ I
N
-
S
W
I
N
G
36
"
M
I
N
.
DO
O
R
4"
M
A
X
.
4"
M
A
X
.
17"-18"
CLEAR FLOOR SPACE
60" MIN.
6" MAX.
MA
X
.
12
"
59
"
M
I
N
.
@
F
L
R
W
C
56
"
M
I
N
.
@
W
A
L
L
W
C
END-OPENING TOILET STALL
OUT-SWINGING DOOR
11B-604.8.1.1.3
17"-18"
CLEAR FLOOR SPACE
60" MIN.
6" MAX.
MA
X
.
12
"
59
"
M
I
N
.
@
F
L
R
W
C
56
"
M
I
N
.
@
W
A
L
L
W
C
END-OPENING TOILET STALL
IN-SWINGING DOOR
11B-604.8.1.1.3
SELF-CLOSING
DOOR
@
I
N
-
SW
I
N
G
I
N
G
DO
O
R
SELF-CLOSING
DOOROPENING
32" MIN. CLR.
48
"
M
I
N
.
MA
N
E
U
V
E
R
I
N
G
SP
A
C
E
4" MAX.
42" MIN.
GRAB BAR
36" MIN.
GRAB BAR
42" MIN.
GRAB BAR
36" MIN.
GRAB BAR
42" MIN.
GRAB BAR
36" MIN.
GRAB BAR
36
"
M
I
N
.
48
"
M
I
N
.
MA
N
E
U
V
E
R
I
N
G
SP
A
C
E
4" MAX.
OPENING
32" MIN. CLR.
42" MIN.
GRAB BAR
36" MIN.
GRAB BAR
ELEVATION
ADULT
MI
N
.
9"
PARTITION
6" MIN.
COMPARTMENT TOE
CLEARANCE
11B-604.8.1.4
TO
O
B
S
T
R
U
C
T
I
O
N
S
42
"
M
I
N
.
C
L
R
.
OP
E
N
I
N
G
34
"
M
I
N
.
C
L
R
CLEAR
18" MIN
MIN
12"
MA
X
.
12
"
GR
A
B
B
A
R
42
"
M
I
N
.
CLEARANCE
6" MIN. TOE
CLEARANCE
6" MIN. TOE
CLEARANCE
6" MIN. TOE
CLEARANCE
6" MIN. TOE
54
"
M
I
N
.
11B-604.8.1.2
11B-604.8.1.2
NOTE:
1. DIMENSIONS SHOWN DESCRIBE MINIMUM REQUIREMENTS ONLY, REFER TO CONSTRUCTION DOCUMENTS FOR SIZE & LOCATIONS OF SPECIFIC FIXTURES & ACCESSORIES.
2. PER 11B-604.6 FLUSH CONTROLS. FLUSH CONTROLS SHALL BE HAND OPERATED OR AUTOMATIC. HAND OPERATED FLUSH CONTROLS SHALL COMPLY WITH SECT. 11B-309 EXCEPT
THEY SHALL BE LOCATED 44" MAX. ABOVE THE FLOOR. CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET EXCEPT IN AMBULATORY ACCESSIBLE TOILET
COMPARTMENTS COMPLYING WITH SECT.11B-604.8.2.
3. PER 11B-604.8.1.4 TOE CLEARANCE AT WHEELCHAIR ACCESSIBLE TOILET COMPARTMENTS. AT LEAST ONE SIDE PARTITION SHALL PROVIDE A TOE CLEARANCE OF 9" MIN. ABOVE THE
FLOOR AND 6" DEEP MIN. BEYOND THE COMPARTMENT SIDE FACE OF THE PARTITION, EXCLUSIVE OF PARTITION SUPPORT MEMBERS. PARTITION COMPONENTS AT TOE
CLEARANCES SHALL BE SMOOTH WITHOUT SHARP EDGES OR ABRASIVE SURFACES.
EXCEPTION: TOE CLEARANCE AT THE SIDE PARTITION IS NOT REQUIRED IN A COMPARTMENT GREATER THAN 66" WIDE.
4. PER 11B-604.8.2.2 TOILET COMPARTMENT DOORS, INCLUDING DOOR HARDWARE, SHALL COMPLY WITH SECT. 11B-404, EXCEPT THAT IF THE APPROACH IS TO THE LATCH SIDE OF
THE COMPARTMENT DOOR, CLEARANCE BETWEEN THE DOOR SIDE OF THE COMPARTMENT AND ANY OBSTRUCTION SHALL BE 44" MIN. THE DOOR SHALL BE SELF-CLOSING. A DOOR
PULL COMPLYING WITH SECT. 11B-404.2.7 SHALL BE PLACED ON BOTH SIDES OF THE DOOR NEAR THE LATCH. TOILET COMPARTMENT DOORS SHALL NOT SWING INTO THE MINIMUM
REQUIRED COMPARTMENT AREA.
5. GRAB BARS SHALL COMPLY WITH SECT. 11B-609. A SIDE-WALL GRAB BAR COMPLYING WITH SECT. 11B-604.5.1. SHALL BE PROVIDED ON BOTH SIDES OF THE COMPARTMENT.
T U R NI N G S P A C E
6 0" MI N.
CL
E
A
R
34
"
M
I
N
.
FLOOR SPACE
60" MIN. CLR.
17"-18"
.
CL
E
A
R
A
N
C
E
60
"
M
I
N
.
12
"
M
A
X
.
GR
A
B
B
A
R
42
"
M
I
N
.
GRAB BAR
36" MIN.
C
L
E
A
R
4
4
"
M
I
N
.
30" X 48"
CLEAR
CL
E
A
R
44
"
M
I
N
.
CL
E
A
R
48
"
M
I
N
.
CLEAR
32" MIN.
MIN.
18".
LEVEL & SLIP-
RESISTANT FLOOR
SURFACE, TYP.
SELF-CLOSING
DOOR
12" MIN.@ IN-
SWING DOOR
18" MIN. @ OUT-
SWING DOOR
.
FLUSH ACTIVATOR
ON WIDE SIDE
56
"
M
I
N
.
@
W
A
L
L
-
M
O
U
N
T
W
C
59
"
M
I
N
.
@
F
L
O
O
R
-
M
O
U
N
T
W
C
4"
M
A
X
.
NOTE: REFER TO 11B-213.3.1 AND 11B-604.8 FOR TOILET COMPARTMENT REQUIREMENTS.
NOTE: PROVIDE CONCEALED SOLID BLOCKING / BACKING FOR MOUNTING
ATTACHMENTS.
FIN. FACE OF WALL
11B-609.3 PROJECTING OBJECTS
1-1/4" MIN. TO
1-1/2" MAX.
DIAMTER
CLR
1 1/2"
CL
E
A
R
12
"
M
I
N
.
MI
N
.
1
1
/
2
"
33" - 36" A.F.F.
T.O. GRAB BAR
PROJECTING OBJECTS,
WHERE OCCURS
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
2
1
A
M
G4.d
BARRIER FREE
REQUIREMENTS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SCALE: NTS
G4
.
d1ACCESSIBLE WATER CLOSET AND TOILET ROOM COMPONENT MOUNTING HEIGHTS
SCALE: NTS
G4
.
d2TOILET STALL REQUIREMENTS
SCALE: NTS
G4
.
d4MULTI-ACCOMODATION TOILETS
SCALE: NTS
G4
.
d8GRAB BAR CLEARANCES
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
ELEVATION
PLAN
SHOWER
COMPARTMENT
ENTRY
FRONT ELEVATION
PLAN
17
"
-
1
9
"
11B-610.2 ACCESSIBLE BATHTUB SEAT11B-610.3.1 RECTANGULAR
SHOWER SEAT
11B-610.3.2 L-SHAPED
SHOWER SEAT
15
"
-
1
6
"
MAX.
1 1/2"
3" MAX.
MA
X
.
2
1
/
2
"
15
"
-
1
6
"
PLAN
MAX.
1 1/2"
3" MAX.
15
"
-
1
6
"
17
"
-
1
9
"
SHOWER
COMPARTMENT
ENTRY
FIN. FACE
OF WALL
FOLDED
POSITION
MA
X
.
2
1
/
2
"
14" - 15"
22
"
-
2
3
"
MAX.
6"
SIDE ELEVATION
11B-607.4.2.1 -ELEVATION - BACK WALL 11B-607.4.2.3 -ELEVATION - HEAD END WALL
REMOVABLE
IN-TUB SEAT
11B-607.4.2 - TYPICAL PLAN
30
"
M
I
N
.
LENGTH OF TUB
48
"
M
I
N
PA
R
A
L
L
E
L
AP
P
R
O
A
C
H
FO
R
W
A
R
D
AP
P
R
O
A
C
H
BACK WALL
HE
A
D
WA
L
L
CO
N
T
R
O
L
WA
L
L
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
17
"
-
1
9
"
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
MAX.
12" 24" MIN.
MAX.
24"
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
TUB SPOUT T.
O
.
H
A
N
D
H
E
L
D
48
"
M
A
X
.
11B-607.4.2.2 - ELEVATION - CONTROL END WALL
TUB/SHOWER VALVE
3- WAY DIVERTER
FLEXIBLE SHOWER
SPRAY HOSE 59" LONG MIN.
MOUNTING BRACKET &
SHOWER SPRAY UNIT
FIXED SHOWER HEAD
CONTROLS & OPERABLE
PARTS ZONE
24" MIN. GRAB BAR ALIGN
WITH FRONT EDGE OF
TUB. 1-1/2" MIN. CLEAR
ABOVE AND BELOW
℄
T.
O
.
B
A
R
8"
-
1
0
"
TOE TAP DRAIN
OF BATH TUB
24
"
M
I
N
.
12" MAX.24" MIN.24" MAX.
MI
N
.
12
"
ELEVATION - BACK WALLELEVATION - LEFT SIDE ELEVATION -RIGHT SIDE
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
30" MIN.
11B-608.2.2 -PLAN - STANDARD ROLL-IN SHOWER
CLEAR
60" MIN.
CL
E
A
R
36
"
M
I
N
.
BACK
WALL
SI
D
E
W
A
L
L
SI
D
E
WA
L
L
30
"
M
I
N
.
FOLDING
SHOWER
SEAT
6" MAX.
6"
M
A
X
.
SEAT
22"-23"
FACE OF
FINISH
℄
30" MIN.
FACE OF
FINISH
17
"
-
1
9
"
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
FOLDING
SHOWER
SEAT
FLEXIBLE SHOWER SPRAY
HOSE 59" LONG MIN.
MOUNTING BRACKET &
SHOWER SPRAY UNITCONTROLS &
OPERABLE
PARTS ZONE
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
16" MIN.
27" MAX.
FIXED
SHOWER
HEAD
38
"
M
I
N
.
FIXED SHOWER HEAD
SHOWER VALVE & DIVERTERSOAP DISH
40" MAX. A.F.F.
FACE OF FINISH
60" MIN.
48
"
M
A
X
.
11B-608.3.3 - PLAN - ALTERNATE ROLL-IN SHOWER
BACK WALL
SI
D
E
W
A
L
L
SI
D
E
W
A
L
L
FRONT
WALL
36
"
M
I
N
.
60" MIN.
MAX.
6"
MAX.
6"
ELEVATION - BACK WALLELEVATION - FRONT WALL ELEVATION - LEFT SIDE
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
36" MIN.
FACE OF
FINISH
℄
SE
A
T
17
"
-
1
9
"
FOLDING
SHOWER
SEAT
FLEXIBLE
SHOWER
SPRAY HOSE
59" LONG MIN.
MOUNTING
BRACKET &
SHOWER
SPRAY UNITCONTROLS &
OPERABLE
PARTS ZONE
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
48
"
M
A
X
.
FIXED
SHOWER
HEAD
FACE OF FINISH
60" MIN.
CLR OPENING
36" MIN.
FACE OF FINISH
60" MIN.
CLR OPENING
36" MIN.
16" MIN.
27" MAX.
MA
X
.
6"
SE
A
T
17
"
-
1
9
"
48
"
M
A
X
.
FIXED
SHOWER
HEAD ℄
MAX.
15"
OF SEAT
SHOWER
VALVE &
DIVERTER
38
"
M
I
N
.
38
"
M
I
N
.
BACK
WALL
HE
A
D
WA
L
L
CO
N
T
R
O
L
WA
L
L
36"
36
"
CL
E
A
R
36
"
M
I
N
.
CLEAR
48" MIN.
11B-608.2.1 - PLAN - TRANSFER SHOWER
MIN.
18"
ELEVATION - LEFT SIDE ELEVATION - CONTROL WALL
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
36"
FACE OF
FINISH
℄OF SEAT
MAX.
15"
48
"
M
A
X
.
CONTROLS & OPERABLE
PARTS ZONE
FIXED SHOWER
HEAD
T.
O
.
G
R
A
B
B
A
R
33
"
-
3
6
"
SE
A
T
17
"
-
1
9
"
FOLDING
SHOWER
SEAT
36"
FACE OF
FINISH
36"
FACE OF
FINISH
SE
A
T
17
"
-
1
9
"
ELEVATION - BACK SIDE
MOUNTING BRACKET &
SHOWER SPRAY UNIT
SHOWER
VALVE &
DIVERTER
LOCATION OF ACC.
HEIGHT SHOWER BASKET.
15" MIN. AFF. 1.5" CLEAR
TO BOTTOM OF GRAB BAR
38
"
M
I
N
.
7" CLEAR A.F.F. FOR
LIFTING DEVICE. 12"
MAX. FROM HEAD WALL
AND FROM FOOT END
OF THE BED
MANEUVERING
SPACE
SINGLE BEDDOUBLE BED
7" CLEAR A.F.F. FOR
LIFTING DEVICE. 12"
MAX. FROM HEAD
WALL AND FROM FOOT
END OF THE BED
MANEUVERING
SPACE
12" MAX.12" MAX.
MANEUVERING
SPACE
CL
E
A
R
36
"
M
I
N
.
12" MAX.12" MAX.
7" CLEAR A.F.F. FOR
LIFTING DEVICE. 12"
MAX. FROM HEAD WALL
AND FROM FOOT END
OF THE BED
PATH
36" MIN.
CLEAR
48" MIN.
CLEAR
48" MIN.
CLEAR
48" MIN.
PATH
36" MIN.
30
"
M
I
N
.
30
"
M
I
N
.
CL
E
A
R
36
"
M
I
N
.
30
"
M
I
N
.
30
"
M
I
N
.
CL
E
A
R
36
"
M
I
N
.
12" MAX.
ONE BEDROOM DIAGRAM
STUDIO DIAGRAM TWO BEDROOM DIAGRAM
1
3
2
4
2
4
SYMBOL DEVICE NOTES
1 BUTTON FOR
DOOR SIGNAL
OUTSIDE DOOR ON STRIKE SIDE, +46" AFF TO
FACTORY LABEL ON COVER PLATE
2
2-GANG BOX W/
TRANSFORMER
FOR DOOR BELL
MOUNT TRANSFORMER IN SOFFIT OR CABINET
AND PROVIDE ACCESS
3 DOORBELL
DISABLE SWITCH
WALL BEHIND ENTRY DOOR, NEAR LIGHT
SWITCH "DOORBELL DISABLE SWITCH" PLAQUE
4 SMOKE STROBE,
REMOTE
COMPATIBLE WITH SMOKE DETECTOR, BATHROOM
+80 AFF "SMOKE" LABEL INTEGRAL TO DEVICE (d)
DEVICES FOR COMMUNICATION FEATURES
NOTES:
1. PLAN DIAGRAM SHOWS GENERAL CONFIGURATION OF DOORBELL DEVICES -
DESIGNER TO MODIFY AS REQUIRED FOR ACTUAL GUESTROOM
CONFIGURATION AND LOCAL REQUIREMENTS.
2. PLAQUES (EXCEPT AS NOTE): PROVIDE AS REQUIRED; PLAQUES SHALL BE
BLACK PHENOLIC WITH 1/4" WHITE ENGRAVED LETTERS.
3. LOCATE DOORBELL DISABLE SWITCH NEXT TO WELCOME LIGHT SWITCH -DO
NOT GANG BOX. PROVIDE SEPARATE LABELED COVER PLATE (TYPICAL)
4. NFPA 18.5.4.7.3 FOR ROOMS WITH A LINEAR DIMENSION GREATER THAN 16 FT.,
THE VISIBLE NOTIFICATION APPLIANCE SHOULD BE LOCATED 16 FT. OF THE
PILLOW.
5. REFER TO 11B-224.4 AND 11B-806.3 FOR GUEST ROOMS WITH COMMUNICATION
FEATURES.
6. REFER TO 11B-224.5 FOR DISPERSION OF COMMUNICATION ROOMS.
1
3
1
3
2
4
2
4
2
4
2
4
2
4
2
4
2
4
2
4
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
2
3
A
M
G4.e
BARRIER FREE
REQUIREMENTS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SCALE: NTS
G4
.
e1BATHTUB AND SHOWER SEAT REQUIREMENTS
SCALE: NTS
G4
.
e2ACCESSIBLE BATHTUB REQUIREMENTS
SCALE: NTS
G4
.
e3ACCESSIBLE ROLL-IN SHOWER REQUIREMENTS
SCALE: NTS
G4
.
e4ACCESSIBLE ALTERNATE ROLL-IN SHOWER REQUIREMENTS
SCALE: NTS
G4
.
e5ACCESSIBLE TRANSFER SHOWER REQUIREMENTS
SCALE: NTS
G4
.
e6BED MANEUVERING CLEARANCES
SCALE: 1/4" = 1'-0"G4
.
e7COMMUNICATION DEVICE LOCATION DIAGRAM
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
FLOOR AREA
30" MIN. CLR.
FLOOR AREA
30" MIN. CLR.
ST
A
N
D
I
N
G
P
E
R
S
O
N
38
"
M
I
N
.
-
4
3
"
M
A
X
.
SP
O
U
T
O
U
T
L
E
T
36
"
M
A
X
.
T
O
NOTES:
1. REFER TO 11B-211 FOR DRINKING FOUNTAINS AND BOTTLE-FILLING STATION
REQUIREMENTS.
2. ALL DRINKING FOUNTAINS SHALL EITHER BE LOCATED COMPLETELY WITHIN
ALCOVES, POSITIONED COMPLETELY BETWEEN WING WALLS, OR OTHERWISE
POSITIONED SO AS NOT TO ENCROACH INTO PEDESTRIAN WAYS.
3. WHEN LOCATED WITHIN THE COMMON PATH OF TRAVEL, LEADING EDGE OF
BOTH ACCESSIBLE AND STANDARD DRINKING FOUNTAINS MUST BE A
MAXIMUM OF 27" AFF TO BE IN COMPLIANCE WITH ACCESSIBILITY CANE
DETECTION REQUIREMENTS.
4. PUSH BUTTON MUST BE WITHIN REACH RANGE AND ACTIVATION SHALL NOT
REQUIRE TIGHT GRASPING OR PINCHING.
SP
O
U
T
O
U
T
L
E
T
36
"
M
A
X
.
T
O
4"
M
I
N
.
4"
M
I
N
.
WA
T
E
R
ST
R
E
A
M
WA
T
E
R
ST
R
E
A
M
SP
O
U
T
O
U
T
L
E
T
36
"
M
A
X
.
T
O
27
"
M
I
N
.
19" MAX.
18" MIN.
4"
M
I
N
.
WA
T
E
R
ST
R
E
A
M
MIN.
8"
MIN.
11"
9"
M
I
N
.
36
"
M
I
N
.
@
A
L
C
O
V
E
32
"
M
I
N
@
A
L
C
O
V
E
30
"
M
I
N
.
C
L
E
A
R
48" MIN. CLEAR
ALCOVE DEPTH
18" MIN.
DE
P
T
H
≤
24
"
DE
P
T
H
>
2
4
"
5 MAX.15" MIN.
SPOUT
.
EL
E
C
T
R
O
N
I
C
S
E
N
S
O
R
47
"
M
A
X
.
BOTTLE FILLING STATION
PERMITTED TO SUBSTITUTE 50% OF
DRINKING FOUNTAINS REQUIREMENTS
30" MIN. x 48" MIN.
PARALLEL APPROACH
FLOOR CLEARANCE
℄
11B-804.2.1 -PUBLIC DWELLING - PASS THROUGH KITCHEN 11B-804.2.2 - PUBLIC DWELLING - "U" SHAPE KITCHEN
BETWEEN FACE OF
60" MIN. CLR.
BETWEEN FACE OF
48" MIN. CLR.
CABINETS, FIXTURES,
OR APPLIANCES
WO
R
K
S
U
R
F
A
C
E
30
"
M
I
N
.
KN
E
E
&
T
O
E
30
"
M
I
N
.
C
L
R
.
CL
E
A
R
A
N
C
E
COUNTER
24" MAX.
COUNTER
24" MAX.
11B-804.2.2 -PUBLIC & HOUSING - "U" SHAPED KITCHEN WITH
PARALLEL APPROACH CLEARANCE AT THE BASE
BETWEEN FACE OF
60" MIN. CLR.
11A-1133A -HOUSING - "U" SHAPED KITCHEN WITH FORWARD
APPROACH CLEARANCE AT THE BASE
CABINETS, FIXTURES,
OR APPLIANCES
COUNTER
24" MAX.
COUNTER
24" MAX.
WO
R
K
S
U
R
F
A
C
E
30
"
M
I
N
.
D/W
KNEE & TOE
30" MIN.
CLEARANCE
REF.
NOTES:
1. 30" MIN. COUNTERTOP SPACE FOR SINK INSTALLATION WITH REMOVEABLE BASE CABINET
AND FINISH FLOORING BENEATH THE SINK; 30" x 48" MIN. CLEAR FLOOR SPACE TO ALLOW
FORWARD APPROACH.
2. 30" MIN. COUNTERTOP FOR WORK SURFACE WITH REMOVABLE BASE CABINET AND FINISH
FLOORING BENEATH; 30" x 48" MIN. CLEAR FLOOR SPACE TO ALLOW FORWARD APPROACH.
3. 30" x 48" MIN. CLEAR FLOOR SPACE ADJACENT TO RANGE TO ALLOW PARALLEL APPROACH
4. CENTERLINE OF 30" x 48" MIN. CLEAR FLOOR SPACE ALIGNED WITH CENTERLINE OF
REFRIGERATOR, DISHWASHER, TRASH COMPACTOR OR OTHER APPLIANCES TO ALLOW
PARALLEL OR FORWARD APPROACH.
5. AT LEAST 50% OF STORAGE SHELF SPACE IN PUBLIC DWELLING KITCHENS SHALL COMPLY
WITH AT LEAST ONE OF THE REACH RANGES.
1
CABINETS, FIXTURES,
OR APPLIANCES
D/W
REF.
D/W
REF.
COUNTER
24" MAX.COUNTER
24" MAX.
WO
R
K
S
U
R
F
A
C
E
30
"
M
I
N
.
KN
E
E
&
T
O
E
30
"
M
I
N
.
CL
E
A
R
A
N
C
E
11A-1133A -HOUSING - TYPICAL KITCHEN
BETWEEN FACE OF
48" MIN. CLR.
CABINETS, FIXTURES,
OR APPLIANCES
WO
R
K
S
U
R
F
A
C
E
30
"
M
I
N
.
KN
E
E
&
T
O
E
30
"
M
I
N
.
C
L
R
.
CL
E
A
R
A
N
C
E
COUNTER
24" MAX.
COUNTER
24" MAX.
D/W REF.
2 3
BETWEEN FACE OF
40" MIN. CLR.
WO
R
K
S
U
R
F
A
C
E
30
"
M
I
N
.
KN
E
E
&
T
O
E
30
"
M
I
N
.
C
L
R
REF.
D/W
CABINETS, FIXTURES,
OR APPLIANCES
CL
E
A
R
A
N
C
E
1
1
1
1
2
2
2
2
3
3
3
3
LAUNDRY SHELVING
15
"
-
3
6
"
36
"
M
A
X
.
40
"
M
I
N
.
-
4
8
M
A
X
.
GUEST LAUNDRY WASHER & DRYER
REFER TO 11B-611 FOR WASHING MACHINES AND CLOTHES DRYERS REQUIREMENTS.
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
2
4
A
M
G4.f
BARRIER FREE
REQUIREMENTS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SCALE: NTS
G4
.
f1DRINKING FOUNTAIN & BOTTLE FILLING STATION
SCALE: NTS
G4
.
f2ACCESSIBLE KITCHEN LAYOUTS
SCALE: NTS
G4
.
f9ACCESSIBLE LAUNDRY
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
1. AUTOMATIC CLOSING (MAGNETIC HOLD OPEN) AND CONNECTED TO
FIRE ALARM/SPRINKLER SYSTEM
2. DOORS TO HAVE 10" FLUSH BOTTOM
3. AUTOMATIC SLIDER TO PROVIDE FULL BREAKOUT
4. ALL GUESTROOM ENTRY DOORS TO HAVE WELDED FRAMES
5. ALL (N) EXTERIOR DOORS AND FRAMES TO BE PAINTED COLOR
MATCHING THAT OF THE ADJACENT WALL FINISHES
6. AUTOMATIC DOOR OPENER (RECESSED FLOOR MOUNTED)
7. CR
DOOR SCHEDULE NOTES
8. CR AND REMOTE RELEASE
9. EXTERIOR FINISH TO MATCH ADJACENT EXTERIOR WALL COLOR.
10. GLAZED IN LOUVER ABOVE LOUVER DOOR. 1" FLANGE GLAZED IN TO STOREFRONT.
11. DOOR WITH MULLIONS PER I.D.
12.CBC 1010.2.4.3
3.1 THE LOCKING DEVICE IS READILY DISTINGUISHABLE AS LOCKED.
3.2 A READILY VISIBLE DURABLE SIGN IS POSTED ON THE EGRESS SIDE ON OR ADJACENT TO THE DOOR STATING: THIS DOOR TO REMAIN
UNLOCKED WHEN THIS SPACE IS OCCUPIED. THE SIGN SHALL BE IN LETTERS 1 INCH (25 MM) HIGH ON A CONTRASTING BACKGROUND.
3.3 THE USE OF THE KEY-OPERATED LOCKING DEVICE IS REVOCABLE BY THE BUILDING OFFICIAL FOR DUE CAUSE.
SHEET NOTES
A. DOOR HARDWARE TO BE PROVIDED BY THE DOOR MANUFACTURER
B. REFER TO SPECS FOR DOOR HARDWARE GROUPS. DOOR HARDWARE SHALL COMPLY WITH DISABLED ACCESS REQUIREMENTS AS
REQUIRED (CBC 11B-404.2.7 AND 11B-309.4)
C. SLIDING DOORS COMPLY WITH CBC 1010.1.4.3
D. ADDITIONAL SMOKE AND DRAFT CONTROL AT ELEVATOR SERVICE LOBBY DOORS & PASSENGER ELEVATOR DOORS PER CBC 3006.3.3.
CBC 3006.3.5 AT BASEMENT & SECOND THROUGH EIGHTH FLOORS.
E. POWER OPERATED DOORS SHALL BE CAPABLE OF BEING MANUALLY OPENED TO PERMIT EXIT TRAVEL IN THE EVENT OF A POWER
FAILURE. (CBC 1010.1.4.2). SEE DOOR HARDWARE SCHEDULE.
F. LANDINGS OR FLOOR LEVEL AT DOORS SHALL NOT BE MORE THAN 1/2" BELOW THE THRESHOLD. RAISED THRESHOLDS GREATER THAN
1/4" AT DOORWAYS SHALL BE BELED WITH A SLOPE NOT GREATER THAN ONE UNIT VERTICAL IN TWO UNITS HORIZONTAL. (CBC 11B-404.2.5).
SEE 10/G4.A AND A1.
G. REFER TO I.D. DRAWINGS FOR INTERIOR DOOR STYLE DESIGNS OF PUBLIC AREA.
FIRE RATINGS
NR NON-RATED
20 20 MINUTE FIRE RATED
45 45 MINUTE FIRE RATED
60 60 MINUTE FIRE RATED
90 90 MINUTE FIRE RATED
DOOR CONSTRUCTION
ALL TYPES ARE TYPICAL AS SPECIFIED EXCEPT WHERE ADDITIONAL TYPES
ARE NOTED.
SC WOOD -FLUSHSOLID CORE
HC WOOD -FLUSH HOLLOW CORE
SR WOOD -STILE & RAIL
HM HOLLOW METAL
KD KNOCK DOWN FRAME
MC METAL -COILING
ABBREVIATIONS
AL ALUMINUM
ASR ALUMINUM -STILE & RAIL
ALF ALUMINUM -FLUSH
AFI ALUMINUM -FLUSH INSULATED
GL GLASS
STL STEEL
FRAME CONSTRUCTION
ALL TYPES ARE TYPICAL AS SPECIFIED EXCEPT WHERE ADDITIONAL TYPES
ARE NOTED.
WD SOLID WOOD
HM HOLLOW METAL
AL ALUMINUM
STL STEEL
DOOR OR FRAME FINISH
PT PAINTED -OPAQUE
ANO ANODIZED
SST STAINLESS STEEL
PL PLASTIC LAMINATE
CSF CUSTOM STEEL FINISH
GLAZING TYPE
GLAZING TYPES ARE PER TYPICAL TYPES SPECIFIED IN SPECIFICATION
AND FINISH SCHEDULE UNLESS INDICATED OTHERWISE.
TGT TRANSLUCENT TEMPERED SAFETY GLASS
TSG TEMPERED SAFETY GLASS
WG CLEAR WIRE GLASS -RATING AS NOTED
SG SPANDREL GLASS
LG LAMINATED GLASS
IGU LAMINATED INSULATED SAFETY GLASS UNIT
HARDWARE
CR CARD READER (WALL MOUNTED) PROVIDE LOW VOLTAGE WIRING TO
DOOR
CRL CARD READER LOCK (RFID HOTEL LOCK WITH BLUETOOTH LOW
ENERGY (BLE)-BATTERY POWER SELF-CONTAINED
PH PANIC HARDWARE
C0
WOOD FLUSH
BARN DOOR
F1
(E) GLASS DOOR
(C164.1 & C166.1),
UNDER SEPARATE
PERMIT FOR
REFERENCE ONLY)
FINISHED FLOOR
WOOD PIVOT
DOOR
A9
3' - 1 3/4"CL OF PIVOT
PANIC BAR, W.O.
E1
10
"
M
I
N
.
5"5"
8"5"
FINISHED FLOOR
(E) ALUMINUM DOOR
(C165.1), UNDER
SEPARATE PERMIT
FOR REFERENCE
ONLY)
ACT -ACOUSTIC CEILING TILE
CONC. -CONCRETE
CPT -CARPET
CT -CERAMIC TILE OR PORCELAIN TILE
EPY -EPOXY COATING
FRP -FIBERGLASS REINFORCED PLASTIC
GW -GREEN WALL
PT -PAINT
QT -QUARRY TILE
RB -RUBBER BASE
RF -RUBBER FLOORING
SC -SEALED CONCRETE
ST -STONE TILE
VINYL -VINYL
VRF -VINYL RESILIENT FLOORING
WC -WALL COVERING
WD -WOOD
ACT-1 BACK OF HOUSE/OFFICES
SIZE: 24”X24”x3/4”EDGE SHADOWLINE
MFG: USG INTERIORS
COLOR: STANDARD WHITE
ACT-1 BACK OF HOUSE/OFFICES
SIZE: 24”X24”x3/4”EDGE SHADOWLINE
MFG: USG INTERIORS
COLOR: STANDARD WHITE
ACT-4 BACK OF HOUSE
SIZE: 24”X48”x3/4”EDGE SHADOWLINE
MFG: USG INTERIORS
COLOR: STANDARD WHITE
ACT-2 KITCHEN
SIZE: 24”X48”X15/16”SQUARE LAY-IN
MFG: ARMSTRONG “KITCHEN ZONE”KITCHEN ZONE ITEM #672
COLOR: WHITE
GRID: 15/16”PRELUDE EXPOSED T SYSTEM
ACT-ACOUSTIC CEILING TILE
ACT-3 LOBBY
SIZE: 96”X24”X”
MFG: ARMSTRONG METALWORKS LINEAR
COLOR:
GRID:
FRP WALL PANEL,
WHERE OCCURS
SEALANT BEHIND
METAL STRIP
FLOOR SLAB
FINISH SEAL COAT
4"
EPOXY COATING
METAL CAP STRIP
TROWELED EPOXY
BASE W/ 5/8" RADIUS
CL
PER PLAN
WALL TYPES
CONT. SEALANT TYP.
CEMENTITIOUS
BACKER BOARD AT
TILE
CERAMIC TILE ON
THINSET
ANODIZED ALUMINUM
3/8" RADIUS PROFILE,
BY SCHLUTER OR
EQUAL
FLOOR SLAB
CL
PER PLAN
WALL TYPE
CONT. SEALANT TYP.
FRAMED OPENING PER
STRUCTURAL DESIGNER
2"
LINE WHERE WALL OCCURS
HOLLOW METAL FRAME
VA
R
I
E
S
2"5/8"
2"
MIN.
4"FRAME
OPENING
PROVIDE BATT INSUL. AT
GUESTROOM ENTRY AND
MEETING ROOM DOORS
SE
E
F
L
O
O
R
P
L
A
N
S
F
O
R
R
E
F
E
R
E
N
C
E
WA
L
L
T
Y
P
E
1/
2
"
1/
2
"
HOLLOW METAL
DOOR FRAME
ANCHOR CLIP
2"2"
2"
PROVIDE DOOR HEADER
AS REQ'D
5/
8
"
VARIES
1/2"1/2"
SEE FLOOR PLANS FOR REFERENCE
WALL TYPE
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
2
8
A
M
A1
DOOR SCHEDULES AND
DOOR TYPES (TI)
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
DOOR SCHEDULE - TI
NU
M
B
E
R
LOCATION DOOR INFORMATION
FRAME
INFORM
ATION
RATING
S HARDWARE
DOOR NOTESFROM ROOM TO ROOM TY
P
E
WI
D
T
H
HE
I
G
H
T
TH
I
C
K
N
E
S
S
DO
O
R
M
A
T
E
R
I
A
L
FR
A
M
E
M
A
T
E
R
I
A
L
FI
R
E
R
A
T
I
N
G
PA
N
I
C
H
D
W
R
.
MA
G
.
H
O
L
D
O
P
E
N
CL
O
S
E
R
HARDWARE
#
BLDG. C & D LEVEL 1
C164 JAPANESE
RESTAURANT DINING
HALLWAY A9 4' - 0" 8' - 0" 2 1/2" SC WD - - - 70.2
C164.1 JAPANESE RESTAURANT
DINING
F1 2' - 11 7/8" 8' - 0" 3/8" GL AL PH - CL 67.0 DOOR NOTE 7
C165.1 JAPANESE
RESTAURANT KITCHEN
E1 3' - 0" 8' - 0" 1 3/4" AL AL 0 - - CL 62.1 SEE A0.21 FOR TRANSOM
C166 JAPANESE
RESTAURANT DINING
JAPANESE RESTAURANT
V.I.P. SEATING
C0 4' - 0" 9' - 9" 1 3/4" SC - - - - 71.5
C166.1 JAPANESE RESTAURANT
V.I.P. SEATING
F1 3' - 1 1/8" 8' - 0" 3/8" GL AL PH - CL 67 DOOR NOTE 7
SCALE: 3/8" = 1'-0"
DOOR TYPES
SCALE: 12" = 1'-0"
ROOM FINISH ABBREVIATIONS
SCALE: 1/8" = 1'-0"
ACT CEILING TYPES
SCALE: 3" = 1'-0"
A11EPOXY BASE DETAIL
SCALE: 3" = 1'-0"
A12TILE BASE DETAIL
SCALE: 3" = 1'-0"
A13COVE BASE DETAIL
SCALE: 3" = 1'-0"
A14HM FRAME JAMB DETAIL
SCALE: 3" = 1'-0"
A15HM FRAME HEAD DETAIL
(E) DOOR, UNDER SEPARATE PERMIT
(E) DOOR, UNDER SEPARATE PERMIT
(E) DOOR, UNDER SEPARATE PERMIT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
DOOR NOTE 12
C-18505NO.
REN.09/30/27
FP
(E) PARKING GARAGE
BUILDING B
SS
SS
W
W
W
FP
FP
4 Y
D
TRA
S
H
4 Y
D
TR
A
S
H
4 Y
D
TRA
S
H
4 Y
D
TR
A
S
H
4 Y
D
TRA
S
H
4 Y
D
TR
A
S
H
4 Y
D
TRA
S
H
4 Y
D
TR
A
S
H
EDISONUTILITIES
1" : 12"MAX
DN
1" : 12"
DN
1" : 12"DN
1" : 12"DN
LEFTTURNONLY
GM SLPB
SLPB
CONC
SIDEWALK
VISIBILIT Y T RIA N G LE 30'
H U N T I N G T O N D R .
SAN RAFAEL ROAD
HUNTINGTON DR.
COLORADO PLACE
C
LEAN AIR
VECHICLE
CLEAN AIR
VECHIC
LE
C
LEAN AIR
VECHIC
LE
CL
EAN AIR
V
ECHIC
LE
CL
E
AN AIR
V
ECHIC
LE
CLEAN AIR
VECHIC
LE
C
LEAN AIR
VEC
HIC
LE
CL
E
AN AIR
V
EC
HICL
E
CL
E
AN AIR
V
ECHICLE
C
LE
A
N AIR
V
E
C
HICL
E
C
LE
A
N AIR
VE
C
HICL
E
C
LE
A
N AIR
V
E
C
HICL
E
D
N
HOISTWAY PLAN
O P E N A I R V E N T
HS
SELECT.
S
SLOPE
SLOPE
SLOPE
SLOPE
W
STOP
STOP
STOP
STOPSTOP
STOP
0 8.07.23 PRO G RESSSET
SIDEWALK
PLANTER
SIDEWALK
BIKE
PARKING
LOADING
POOL
18' 6" X 40'
COURTYARD
(EGRESS COURT)
TERRACE
BUILDING D
NEW 6-STORY
BUILDING
F.F.E. 476.60'
BUILDING C
EXISTING 3-STORY
BUILDING TO BE
RENOVATED
F.F.E. 476.60'
CANOPY
ABOVE
OUTDOOR
PATIO
PORTE COCHERE
PLANTER SIDEWALK
PARKING
OVERHANG,
TYP.
PLANTER
S
1
S
2
S
3
S
4
S
5
S
6
S
7
S
8
S
9
S
10
S
11
S
12
S
13
S
14
S
15
EV
17
EV
18
EV
19
EV
20
EV
21
EV
22
EV
23
EV
24
EV
25
EV
26
S
27
EV
34
EV
33
EV
32
EV
31
EV
30
EV
29
S
28
S
40 S
39 S
38 S
37 EV
36 S
35
ACC VAN
46
ACC
45
ACC
44
ACC EV VAN
43
ACC EV
42
S
41
(APPROX. SIZE 143"X 50.4" X
91.7" HIGH)
(E) GENERATOR
3.1
3.3
3.7
3.7 3.7
5.24
3.2
32.23.1
3.33.1
3.3
33.3
32.8
33.7
33.5
33.6
33.8
33.8
33.8
33.6
S
16
TERRACE
33.1033.11 33.6
LINE OF
EASEMENT
2.09
A1.22
1A1.22
9
BL
D
G
.
D
BL
D
G
.
C
3.1
3.29 3.4
3.1
33.7
3.4
3.1
3.4
26.18 26.182.28
26.36
3.5
3.5
3.5
2.10
2.10
32.1132.11
3.30
4.3
4.2
5.255.25
4.34.3
4.3
5.25
4.4
4.2 5.25
30' - 0"
45' - 3"
40' - 8 1/2"
IMAGINARY PROPERTY LINE
BETWEEN BLDG C AND (E)
PARKING GARAGE
IMAGINARY PROPERTY LINE
BETWEEN BLDG C AND (E)
BUILDING B
13.1
13.6
A1.11
6
A1.11
3
A1.11
5
A1.11
4
A1.11
1
A1.11
2
26.16
32.14
32.5
32.14
32.14
32.11
S
47
S
48
32.932.932.9
1' - 4 3/4" (478')2
2
' -
2
3
/
8
"
37' - 1 1/4"
BIKE
PARKING
A1.11
7
CLEAN AIR/
VANPOOL/EV
CLEAN AIR/ VANPOOL
22.22
32.2 32.2 32.2
32.2
32.2
21.3
A1.11
8
476.3'
476.78'
11.5 12.5
D
C.4
C
12
10.23
10.24
12'X12' VIEW
TRIANGLE, NO
TALL PLANTING
TO OBSTRUCT
VIEW
3.42
STANDARD PARKING STALL SIZE
9'-0"X18'-0" TYP. REFER TO 2/A1.01
FOR REQUIREMENTS.
12' -6" MIN. CLR
13' - 5 3/4"
MIN. CLR
25' - 0"
3.1
3.4
3.1
3.4
3.1
3.4
1
2
'
-
6
"
M
I
N
.
C
L
R
1
6
'
-
5
3
/
4
"
FLEXIBLE
DELINEATOR
ROUND POST
WITH BASE
TYP., ULINE
H-4465W OR
SIMILAR
CLR
12'-6" MIN.
2
5
' -
0
"
R
1
0
'
-
0
"
5' - 11 1/2"
18' - 0"
25' - 0 1/2"
40' - 0"
25' - 2 1/4"
R 5' - 0 "
R
3
' -
0
"
44' - 3 3/8"
64' - 10 1/2"
R 54' - 5"
R 25' - 0"
R
14'
-
7
3/
4"
R 1' - 6 "
R 1' - 6 3/8"
4' - 10 3/4"
4' - 2 1/4"
R
2
5
'
-
0
"
25' - 6"
30' - 10 1/8"
3' - 5 7/8"
24' - 0"
11' - 9 1/2"
15' - 9 3/4"
R 13' - 9"
16' - 5 1/4"
R 3 ' - 0 "
17
'
-
0
"
2
5
'
-
0
"
6
'
-
0
1
/
2
"
R 3' - 0"R
3
' - 0
"R 3' - 0"
R 3 ' - 0 "
R 60' - 0"
R 3' - 0 "
R
3
' - 0
"
R 3' - 0 "
R 3' - 6"R
3' -
0
"
32' - 1"
CLR3' - 1"
9' - 0 1/8"
99' - 6"
72' - 6"90' - 0"
20' - 2 1/2"
CL
2' - 4 1/2"
8' - 9 7/8"
PLANTER
3' - 4"
30
' - 0"
8' - 6"
17' - 0"
67' - 2 1/8"
15
'
-
1
0
"
4' - 9"
3'
-
1
"
5'
-
0
"
7'
-
1
1
/
2
"
5
0
'
-
5
"
9'
-
7
3
/
4
"
6' - 2"
2'-0" DOOR
PULL SIDE
CLEARANCE
R 3 ' - 0 "
R 20
' - 0
"
R 45' - 0 1/8"
BUILDING
HARDSCAPE AND SIDEWALK: S.C.D. AND S.L.D.
LEGEND
LANDSCAPE, S.L.D.
1. REFER TO CIVIL, LANDSCAPE DWGS FOR MORE
INFORMATION.
2. REFER TO SITE LIGHTING DWG FOR PARKING
LOT, POOL AND LANDSCAPE LIGHTING DESIGN.
3. PROHIBIT SMOKING WITHIN 25 FEET OF
BUILDING ENTRIES, OUTDOOR AIR INTAKES
AND OPERABLE WINDOWS. PROVIDE NO
SMOKING SIGNAGE WITHIN THESE AREAS.
[CALGREEN 5.504.7]
4. AT HAZARDOUS VEHICULAR AREAS,
DETECTABLE WARNING SURFACES SHALL BE
YELLOW CONFORMING TO FS 33538 OF
FEDERAL STANDARD 595C. SEE G0.34 FOR
DETECTABLE WARNING DETAILS AND PROVIDE
IN ALL REQUIRED LOCATIONS.
SHEET NOTES
5. ONLY APPROVED DSA-AC DETECTABLE
WARNING PRODUCTS AND DIRECTIONAL
SURFACES SHALL BE INSTALLED [CBC SEC
11B-705.3]
6. REFER TO G0.01 FOR PARKING INFORMATION
7. REFER TO G0.33, G0.34, G0.35 FOR ACCESSIBLE
NOTES AND REQUIREMENTS
8. EV CHARGING SPACES ARE FOR FUTURE USE,
SEE ES1.01 AND G0.01.
9. EXISTING DETECTABLE WARNINGS TO REMAIN
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
5/
1
3
/
2
0
2
5
5
:
4
6
:
2
9
P
M
A1.01
SITE PLAN
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
SCALE: 1" = 20'-0"A1
.
0
11SITE PLAN
N
KEYNOTES
2.09 (E) PME SWITCH: S.E.D.
2.10 (E) TRANSFORMER: S.E.D
2.28 EXISTING CITY / UTILITY VAULTS WHERE
OCCURS TO REMAIN, PROTECT IN PLACE. S.C.D.
3.1 DETECTABLE WARNINGS MIN. 3'-0" WIDE.
3.2 WHEEL STOPS,TYP.
3.3 ZERO CURB AT ADA STALLS
3.4 ZERO CURB
3.5 S.L.D. FOR PAVING MATERIAL
3.7 LOADING
3.29 TRASH ENCLOSURE. PROVIDE LIGHITNG,
HOSE CONNECTION AND DRAIN.
3.30 BENCH, S.L.D.
3.42 CONCRETE CURB/MEDIAN
4.2 6' HEIGHT CMU WALL, S.S.D. & S.L.D.
4.3 8' HEIGHT CMU WALL, S.S.D. & S.L.D.
KEYNOTES
4.4 8' HEIGHT CMU WALL, S.S.D.
5.24 5 FEET HIGHT POOL FENCE, S.L.D.
5.25 METAL PANEL, S.L.D
10.23 PARKING COUNT SIGN, COORDINATE WITH
SIGNAGE CONSULTANT/VENDOR
10.24 DO NOT ENTER SIGN, COORDINATE WITH
SIGNAGE CONSULTANT/VENDOR
13.1 POOL, ACCESSORIES, & POOL LIFT UNDER
SEPARATE PERMIT
13.6 FOR POOL EQUIPMENT ROOM, CONTRACTOR TO
CONFIRM ANY HAZARDOUS MATERIALS STORED
COMPLIED WITH CBC 307.1.1. IF ANY MATERIALS
EXCEED THE REQUIREMENTS, CONTRACTOR
MUST FILE WITH HAZARDOUS PROGRAM
DIRECTOR.
21.3 FIRE DEPARTMENT CONNECTION
KEYNOTES
22.22 HOSE BIB, S.P.D.
26.16 (N) TRANSFORMER: S.E.D.
26.18 (E) POWER POLE: S.E.D.
26.36 (N) NATURAL GAS STANDBY EMERGENCY
GENERATOR: S.E.D.
32.2 PARKING LIGHTING STANDARDS. S.E.D. FOR
LANDSCAPE LIGHTING
32.5 (N) LANDSCAPING, S.L.D.
32.8 STRIPED ACCESSIBLE PASSENGER LOADING
ZONE & PATHWAY
32.9 BOLLARD: S.S.D.
32.11 FIRE PIT, S.I.D, S.L.D, S.P.D FOR MORE
INFORMATION
KEYNOTES
32.14 TREES, S.L.D., REFER TO L3.01 FOR (E) TREE
SPECIES AND METHODS OF PROTECTION OR
REMOVAL
33.3 WATER METER: S.C.D.
33.5 IRRIGATION METER: S.C.D.
33.6 (N) STORM DRAIN: S.C.D.
33.7 GREASE INTERCEPTOR: S.C.D.
33.8 BMP: S.C.D.
33.10 (N) FIRE HYDRANT: S.C.D.
33.11 (N) SEWER LATERAL: S.C.D.
NO.DATE ISSUES & REVISIONS
11.21.23 PERMIT SET (BULLETIN
1 - IFC SET)
02.26.24 BULLETIN 5
07.29.24 BULLETIN 9
05.12.25 BULLETIN 13
SCALE:NTS A1
.
0
12STANDARD PAKRING REQUIREMENT
05/21/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________EP 05/21/2025
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
W
W
FP
FP
UTILITIES
1" : 12"DN
1" : 12"
DN
GM SLPB
COLORADO PLACE
O P E N A I R V E N T
SLOPE
SLOPE
+24"~ 30"
KITCHEN
DISHWASHING
UTILITYCABINET.
CO2 18"x36"
DN
UP
DN
UP
DN
UP
+18"
+44"
+18"
+18"
7"
3'-2"
1'-4"
1'-4"
4'-9"
UTILITYCABINET.
UTILITYCABINET.
14"
x
4
8
"
1
4
"
x
4
8
"
14"x36" 14"x36" 14"x36"
J
NON-RATED WALL
1-HOUR FIRE PROTECTED WALL
1-HOUR RATED WALL
2-HOUR RATED WALL
2-HOUR FIRE PROTECTED WALL
3-HOUR RATED WALL
4-HOUR RATED WALL
CONCRETE WALL
CONCRETE MASONRY UNIT WALL
WALL TYPES
1
A
B
C
C.3
C.4
D
0.6
2
3
4
5
6
7
7
8 9 10 11 12 13
6.7
7.3
0.5
2.5
3.5
4.5
5.5
6.5
C.6
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
1.5
QQ C.3 ACC.
TUB
C 101 KING C.1
C 103
QQ C.1
C 105
KING C.1
C 107
KING C.1
C 109
QQ C.3
C 102
KING C.1
C 104
QQ C.1
C 106
KING C.1
C 108
KING C.1
C 110
QQ C.1
C 112
ADMIN
C 145
I.T. ROOM
C 142
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 8 3/4"
21
'
-
9
"
1
'
-
7
"
9
'
-
6
"
7
'
-
4
"
3
2
'
-
1
0
"
24' - 0" 24' - 0" 24' - 0" 24' - 0" 24' - 0" 9' - 8"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 8 3/4"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
24' - 0"
9' - 8"
32' - 10"
7' - 4"
9' - 6"
1' - 7"
21' - 9"
STAIR
ST-C2
STAIR
ST-C1
ENTRY
VESTIBULE
C 148
BOH
C 152
CORRIDOR
C 100
STAIR
ST-C3
ELEC.
C 113
RESTAURANT
DINING (THE
OVALO)
C 161
POOL EQUIP.
D 004
FRONT DESK
C 146
LOBBY
C 149
EXECUTIVE
LOUNGE
C 147
BAR
C 151
ELEV. #2
ELEV. #1
QQ C.1
C 111
LUGG./BIKE
STORAGE
C 141
(E) BIKE
PARKING
(E)
LOADING
TERRACE
(E)CANOPY
ABOVE
PORTE
COCHERE
PLANTER
PLANTER
BAR LOUNGE
C 150
WALKWAY
C 153
OUTDOOR
LOUNGE
D 120
POOL DECK
D 123
POOL
D 124
RISER ROOM
C 115
C100
C161.2
C153 C153.4C153.3C153.2C153.1
ST-C3.2
C147
C115
C113.1
C144
C148
C148.1
C148.2 C148.3
C153.5
ST-C1.1
C100.1
C1
5
9
.
2
OFFICE
C 143
C143
FITNESS
CENTER
D 102
STAIR
ST-C4
KING C.1 (C.F.)
C 114
OFFICE
C 144
KITCHEN
C 154
SERVICE
STATION
C 157
W
C 155 M
C 156 BOARD ROOM
C 158
HALLWAY
C 160
V.I.P DINING 2
C 162
V.I.P DINING 1
C 163
JAPANESE
RESTAURANT
DINING
C 164
MEETING
ROOM
C 159
C142
C145
C141
C113
C157
C152
C154
C163.1
C155 C156
WASHING
C152.1
(E) OUTDOOR
SHOWER
ST-C1.1A
C152.2
COOKING
ST-C2.1
(E) DRINKING
FOUNTAIN
73
'
-
0
"
MF6-2
1 TYP
14' - 1"
3' - 7 1/8"
D004
D123.1
XMA10-2
0
D123.2
C165.1
C146
C163
C162
C162.1
C159.1C159C158
JAPANESE
RESTAURANT
KITCHEN
C 165
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166C166
C164.1 C166.1
SOBA PREP
C 168
V.I.P. PREP
C 167
(E)
SHAFT
ABOVE
A3
1
A3
3
NOT IN SCOPE
UNDER
SEPARATE
PERMIT
10.22
10.26
(E) TERRACE
SERV
C 169
NOT IN SCOPE
LEGEND
1. ALL EXTERIOR DIMENSIONS ARE MEASURED
TO GRID LINES & FACE OF SHEATHING
("EXTERIOR PLYWOOD SHEATHING" AT WOOD
WALLS; "EXTERIOR BOARD SHEATHING" AT
METAL WALLS. U.O.N
2. SEE A8 FOR INTERIOR PARTITION DETAILS.
3. ALL NEW STEEL COLUMNS AND BEAMS IN
BLDG C SHOULD BE PROVIDED WITH 3HR
SPRAY-ON FIREPROOFING. AND ENCLOSE
COLUMNS IN THE WALL, U.N.O.
4. EVERY ASSEMBLY AREA SHALL HAVE THE
OCCUPANT LOAD POSTED IN A CONSPICUOUS
PLACE NEAR THE MAIN EXIT OF THE ROOM.
5. ALL DOORS ARE PLACED 4" FROM ADJACENT
WALL FINISH U.O.N.
SHEET NOTES
6. PROVIDE ASSISTIVE LISTENING SYSTEMS IN
ASSEMBLY AREAS PER CBC 11B-219. SEE G4.B
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
4
2
A
M
A2
BLDG. C FLOOR PLAN -
LEVEL 1 (TI)
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SCALE: 3/32" = 1'-0"
A21BLDG. C FLOOR PLAN - LEVEL 1
KEYNOTES
10.22 SURFACE MOUNTED FIRE EXTINGUISHER
PER CBC. MIN 2A10BC AT BOH
10.26 FIRE EXTINGUISHER CABINETS PER CBC.
MIN 2A10BC SEE 9/A8 AT RATED LOCATIONS
N
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
UTILITYCABINET.
UTILITYCABINET.
14
"
x
4
8
"
1
4
"
x
4
8
"
14"x36" 14"x36" 14"x36"
J
12 13
11.5 12.5
B
C
D
C.4
13.4
JAPANESE
RESTAURANT
DINING
C 164
MB6-4
2
S1
2
S2
5
JAPANESE
RESTAURANT
KITCHEN
C 165
CL
7'
-
0
"
23
'
-
1
1
"
CL
1'
-
8
"
8' - 1 1/4" 1' - 8 3/4"
9' - 10" 13' - 3"
MA6-2
0
MA6-2
0MA6-2
0
MA6-2
0
MB6-4
2
MR0-1
0
MA6-2
0
MA6-2
0
C166
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
16
'
-
3
"
C165.1SOBA PREP
C 168
V.I.P. PREP
C 167
C164
SHAFT ABOVE
SERV
C 169
32" TABLE WITH 27" HIGH, 30"
WIDE, 19" DEEP CLEAR SPACE
UNDER COUNTER
(5% MIN. OF FIXED SEATING
TO BE ACCESSIBLE)
ACCESSIBLE COUNTER, 60"
WIDE, 34" MAX HIGH WITH 27"
HIGH, 30" WIDE, 19" DEEP
CLEAR SPACE UNDER
COUNTER
MIN.
5' - 0"
5'
-
0
"
MA6-2
0
MA6-2
0
MA6-2
0
MA3-2
0
MR3-1
0
MR3-1
0
MR3-1
0
C164.1 C166.1
9' - 8"3' - 0"
4
1
/
2
"
3'
-
0
"
TRANSFORMER ABOVE, WALL
MOUNTED, SEE ELECTRICAL DWG.
FOR INSTRALLATION
REQUIREMENTS
WIC
MA3-2
0
MA3-2
0
BAR WALL BELOW COUNTER,
REFER TO ID DETAIL AND
KITCHEN PLAN REQUIREMENT
FOR LOCATION
MA6-2
0
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
2' - 1 1/8"
2' - 1 1/8"
7
3
/
8
"
1
0
3
/
8
"
1'
-
2
"
8
1
/
4
"
2' - 1 1/8"
2' - 1 1/8"
WOOD "SLAT"
FABRICATED FROM
MAPLE VENEERED
FIRE-RETARDANT
PARTICLE BOARD SEE
ID 10.12, TYP
36
"
M
I
N
C
L
R
3'
-
2
1
/
4
"
44
"
M
I
N
.
C
L
R
3'
-
8
1
/
2
"
4' - 1 1/4"
4' - 0 1/2"
ELECTRICAL PANEL
SEE ELECTRICAL DWG.
(E) EXTERIOR STOREFRONT AND
DOORS TO REMAIN, U.O.N
4"3' - 0"
3'
-
1
3
/
4
"
FIXED GLASS
OVER THE
COUNTER, S.I.D
(E)
EXTERIOR
DOORS TO
REMAIN,
U.O.N
(E) EXTERIOR DOORS
TO REMAIN, U.O.N
7'
-
0
"
1
'
-
3
"
3' - 9"
9.17
9.179.17
2' - 1 3/4"10 1/4"
7
5
/
8
"
7
5
/
8
"
10.27
10.27 10.27
10.28 MA6-2
0
(E) METAL STUD WALL
WIC FABRICATED AND INSTALLED
PER LARR 25747
MA3-2
0
12 1311.5 12.5
B
C
D
C.4
13.4
JAPANESE
RESTAURANT
DINING
C 164
JAPANESE
RESTAURANT
KITCHEN
C 165
SOBA PREP
C 168
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
V.I.P. PREP
C 167
9' -0" A.F.F.
ACT2
(E) SHAFT ABOVE,
PROVIDE 2HR 3M
DUCT WRAP AT
GREASE DUCT
CONTINIOUS TO ROOF
PER ICC ESR 1255
10' -0" A.F.F.
GYP. BD.
3"
x
6
"
S
l
a
t
10
'
-
6
"
9' -8" A.F.F.
GYP. BD.
10' -0" A.F.F.
GYP. BD.
8' -0" A.F.F.
GYP. BD.
9' -0" A.F.F.
GYP. BD.
SERV
C 169
7'-0" A.F.F. CASEWORK &
SOFFIT ABOVE, SEE ID
DWGS.
10'-0" A.F.F. WOOD SLATS
ABOVE, SEE ID DWGS.
HANGERS FROM CEILING
ASSEMBLY, IF REQUIRED,
ARE TO BE NON-
COMBUSTIBLE.
9' -0" A.F.F.
GYP. BD.
KITCHEN
HOOD
KITCHEN
HOOD
OPENING FOR TRANSFORMER. (3)
SIDES ARE CLOSED WITH GYP.BD
HEADER
PROVIDE NON-COMBUSTIBLE
MATERIAL WITHIN 18" OF THE HOOD
HOOD, SEE MECHANICAL. BOTTOM
OF HOOD TO BE 18" BELOW
CEILING AND 48" MAX ABOVE
COOKTOP.
PROVIDE NON-COMBUSTIBLE
MATERIAL WITHIN 18" OF THE HOOD
HOOD, SEE MECHANICAL. BOTTOM
OF HOOD TO BE 18" BELOW
CEILING AND 48" MAX ABOVE
COOKTOP.
EXP. CEILING TO
FLOOR ABOVE
EXP. CEILING TO
FLOOR ABOVE
WIC
1' - 0"
11
"
9' - 0 1/2"
11
"
EQ
EQ
5
'
-
3
"
5
'
-
3
"
E
Q
5' - 0 7/8" 4' - 7 1/4" 6' - 1 5/8" 6' - 11 5/8" 6' - 3 1/2" 6' - 7"
CONTIOUS LIGHTING
FIXTURE, SEE
ID/LIGHTING/ELECTRICAL
DWGS.
CIRCULAR DIFFUSER,
PAINTED TO MATCH
CEILING COLOR. SEE
MECH. DRAWINGS.CIRCULAR DIFFUSER,
PAINTED TO MATCH
CEILING COLOR. SEE
MECH. DRAWINGS.
1'
-
0
"
1' - 0"
1'
-
0
"
1' - 0"
EQ
EQ
EQ
E
Q
E
Q
E
Q
E
Q
E
Q
EQ
E
Q
E
Q
E
Q
11"1' - 0"
1'
-
0
"
2' - 0"
2'
-
6
"
6
'
-
0
"
1' - 5 1/2"
1' - 5 1/2"
EQ
EQ
4'
-
0
"
1
'
-
7
"
3' - 0"
EQ EQ
4' - 10"4' - 10"
2'
-
6
"
EQ EQ
EQ EQ
1'
-
6
"
1'
-
6
"
1'
-
1
0
7
/
8
"
5
'
-
6
5
/
8
"
5
'
-
6
5
/
8
"
5
'
-
6
5
/
8
"
5
'
-
6
5
/
8
"
4
'
-
5
7
/
8
"
2
'
-
1
3
/
4
"
1' - 5 1/2"
1' - 5 1/2"
3' - 0 3/4"
3'
-
8
3
/
8
"
1'
-
1
0
7
/
8
"
6"
EQ
EQ
AL
I
G
N
EQ EQ
FIELD VERIFY. ALIGN WITH
DOOR OPENING
EQ EQ
12" WIDE GYP. CEILING
POCKET 10' -0" A.F.F.
GYP. BD.
CLOSER PANEL
TO TOP OF WIC
CL
EQ EQ
CL
EQ
E
Q
4' - 11"
9' -8" A.F.F.
GYP. BD.
GRILL, PLACE AS HIGH AS
POSSIBLE, S.M.D
SIDE WALL
RETURN GRILL,
PLACE AS HIGH
AS POSSIBLE,
S.M.D
SIDE WALL RETURN GRILL,
PLACE AS HIGH AS POSSIBLE,
S.M.D
WALL OPENING, S.I.D,
TOP OF WALL 6'-8"
MAX
4' - 5 3/8"
EQ 4' - 8 5/8" EQ
MUD IN DIFFUSER,
S.M.D
6'
-
0
"
2
'
-
6
"
NOTE: SEE SHEET A1 FOR
ACT CEILING TYPES. SEE
TYPICAL DETAILS 4,7,8,12 ON
SHEET A9.
10'-0" A.F.F. WOOD SLATS
ABOVE, SEE ID DWGS.
HANGERS FROM CEILING
ASSEMBLY, IF
REQUIRED, ARE TO BE
NON-COMBUSTIBLE.
12 13
B
13.4
C159.2
HALLWAY
C 160
BOARD ROOM
C 158
MEETING
ROOM
C 159
6' - 11 1/4" 14' - 3 3/4"
8' - 1 1/4"
18
'
-
2
"
2'
-
3
7
/
8
"
1'
-
4
"
MA4-2
0
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
2' - 0"2' - 0"
8"
8
"
8"
8
"
1'
-
4
"
NOT IN SCOPE
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
MR3-1
0
12 13
B
13.4
HALLWAY
C 160
MEETING
ROOM
C 159
BOARD ROOM
C 158
8' -6" A.F.F.
GYP. BD.
EQ
E
Q
9' -0" A.F.F.
GYP. BD.
2'
-
0
"
6
'
-
3
"
3
'
-
2
5
/
8
"
6
'
-
3
"
2
'
-
0
"
EQ EQ
3'
-
0
"
2' - 0"
8' -0" A.F.F.
GYP. BD.
CEILING EDGE DETAIL PER ID PLAN
LIGHTING PER ID/LIGHTING PLAN
9' -6" A.F.F.
GYP. BD.
1' - 0"
EQ
E
Q
10
'
-
0
"
NOT IN SCOPE11
A9
TYP.
1. EXTERIOR WALL LOCATIONS, EXTERIOR
STOREFRONT/WINDOW LOCATIONS AND
SCHEDULE ARE UNDER SEPARATE PERMIT.
EXISTING TO REMAIN, U.O.N
2. (E) STRUCTURAL ELEMENT & 3 HOUR SPRAY-
ON FIREPROOFING TO REMAIN, U.O.N.
3. VERIFY ALL DIMENSIONS IN FIELD, TYP.
4. PREP. PRIME AND/OR REPAIR (E) WALL,
CEILING, FLOOR SURFACE AS NECESSARY TO
RECEIVE NEW FINISHES, V.I.F, TYP.
5. SEE G4.X SERIES FOR ACCESSIBILITY
REQUIREMENTS.
6. SEE I.D AND ELECTRICAL DRAWINGS FOR
RECEPTACLE LOCATIONS.
7. SEE I.D FOR FINISH SCHEDULE, ACCESSORY
SCHEDULE, DRAPERY REQUIREMENTS
8. SEE ELECTRICAL DRAWINGS AND I.D.
DRAWINGS FOR BLDG.C FLOOR OUTLET
LOCATIONS.
9. SEE ELECTRICAL DRAWINGS FOR EMERGENCY
LIGHTING & LIFE SAFETY DEVICES.
10. SEE MEP & FP DRAWINGS FOR MECHANICAL,
ELECTRICAL, PLUMBING, AND FIRE
PROTECTION REQUIREMENTS.
11. SEE MECHANICAL DRAWINGS FOR HVAC
SYSTEMS, EQUIPMENT, & THERMOSTAT
LOCATIONS.
12. GC TO INSTALL CLEAR SEALANT WHERE
DISSIMILAR MATERIALS MEET.
13. PROVIDE BLOCKING FOR ACCESSORIES
INCLUDING (BUT NOT LIMITED TO) GRAB BARS,
SHELF AND FOOTREST, FIXED GLASS SHOWER
PANEL, TOWEL RACKS, SHOWER CURTAIN ROD
ETC.
14. PROVIDE BLOCKING FOR ELECTRICAL ITEMS
INCLUDING WALL OUTLETS IF A SPECIFIC
LOCATION HAS BEEN IDENTIFIED. PATCH AND
REPAIR (E)ADJ WALL AS REQ'D
15. PROVIDE BACKING AT ALL TVS AS REQUIRED.
16. FIRE SPRINKLER SYSTEM DEFERRED
SUBMITTAL.
17. FURNITURE AND BAR EQUIPEMENT SHOWN
FOR REFERENCE ONLY.
18. GC TO COORDINATE ALL CEILING FIXTURES,
DEVICES, DETECTORS OR ANY ELEMENTS
SUCH AS SPRINKLER HEADS IN FIELD.
APPROVAL FROM AOR IS REQUIRED.
19. ELECTRICAL DEVICES SHOWN ON POWER
PLAN ARE FOR SERVING FFE AND BRAND.
REFER TO I.D. DRAWINGS FOR ADDITIONAL
INFORMATION AND TO COORDINATE DEVICE
LOCATIONS WITH FFE. SEE FULL ELECTRICAL
REQUIREMENT IN ELECTRICAL PLANS FOR THE
DEVICES NOT SHOWN.
20. HVAC AND ACCESS PANEL LOCATIONS PER
MECHANICAL DRAWINGS. COORDINATE
ACCESS PANEL AS REQUIRED WITH ALL
CEILING ELEMENTS. APPROVAL FROM AOR IS
REQUIRED.
21. ALL OWNER SUPPLY EQUIPEMENTS MUST BE
VERIFIED FOR REQ'D SPACE, CONNECTIONS,
SUPPORT WITH ALL NECESSARY
REQUIREMENTS TO INSTALL PRIOR TO ORDER
AND TO BE RECEIVED BY THE CONTRACTOR,
TYP.
22. WALL, FLOOR AND CEILING SHALL NOT
EXCEED THE FLAME SPREAD
CLASSIFICATIONS IN CBC TABLE 803.11.
23. ROOMS AND ENCLOSED SPACES MIN FLAME
SPREAD C (COMPLIANCE WITH 803.1 AND
TABLE 803.13)
24. EVERY ASSEMBLY AREA SHALL HAVE THE
OCCUPANT LOAD POSTED IN A CONSPICUOUS
PLACE NEAR THE MAIN EXIT OF THE ROOM.
SEE G4.B FOR SIGNAGE REQUIREMENTS.
25. THE (E) WINDOWS ARE FIXED, AND THE (E)
EXTERIOR DOORS ARE SELF-CLOSING AND
RODENT PROOFED
SHEET NOTES (TI)
NOT IN SCOPE
LEGEND
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
4
5
A
M
A3
BLDG.C ENL. PLAN -
JAPANESE RESTAURANT (TI)
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
N
KEYNOTES
9.17 PROVIDE STAINLESS STEEL AT BACK WALL,
SEE KITCHEN DRAWINGS (MUST MEET CMC
507.4.2.3 ZERO CLEARANCE AT TYPE I
HOOD)
10.27 TACTILE EXIT SIGN, 48" MIN TO BOTTOM OF
LOWEST BRAILLE, REFER TO 10/G4.B
10.28 OCCUPANT LOAD SIGN
SCALE: 1/4" = 1'-0"
A31ENL. JAPANESE RESTAURANT - LEVEL 1 (TI)
SCALE: 1/4" = 1'-0"
A32ENL. JAPANESE RESTAURANT RCP - LEVEL 1 (TI)
SCALE: 1/4" = 1'-0"
A33ENL. WALKWAY - LEVEL 1 (TI)
SCALE: 1/4" = 1'-0"
A34ENL. WALKWAY RCP - LEVEL 1 (TI)
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
1. ALL EXTERIOR DIMENSIONS ARE MEASURED
TO GRID LINES & FACE OF SHEATHING, U.O.N.
2. SEE WINDOW SCHEDULE A0.21 FOR ALL
WINDOW & EXTERIOR LOUVER SIZES.
3. ALL WINDOWS ARE LOCATED ON FLOOR
PLANS A2.00 SERIES.
4. SEE ELEVATIONS ON A4.00 SERIES FOR ALL
EXTERIOR FINISH MATERIALS.
5. ALL SIGNAGE REQUIRES SEPARATE PERMIT BY
SIGN CONTRACTOR.
6. SEE A9.01 FOR EXTERIOR PARTITION DETAILS.
7. SEE A9.20 SERIES FOR EXTERIOR WINDOW
DETAILS.
8. SEE G0.3X SERIES FOR ACCESSIBILITY
REQUIREMENTS.
9. SEE ELECTRICAL DRAWINGS FOR
RECEPTACLE LOCATIONS.
10. SEE A2.0X AND A2.1X SERIES FOR OVERALL
WALL DIMENSIONS
11. SEE I.D FOR FINISH SCHEDULE AND
ACCESSORY SCHEDULE.
12. DRAPERY TO BE MANUAL IN TYP.
GUESTROOMS AND SINGLE HEIGHT PUBLIC
SPACES. DOUBLE HEIGHT PUBLIC SPACE
DRAPERY TO BE MOTORIZED. BALLROOM/
MEETING ROOM DRAPERY TO BE MOTORIZED.
REFER TO ID DRAWINGS.
13. SEE ELECTRICAL DRAWINGS AND I.D.
DRAWINGS FOR BLDG.C FLOOR OUTLET
LOCATIONS
SHEET NOTES
10 11
B
W
C 155 M
C 156
C155 C156
C155.1 C156.3
C156.2
C156.1
C155.5C155.4C155.3C155.2
MA6-2
0
MR3-1
0
MA3-2
0
MA6-2
0
MR3-1
0
MR3-1
0
MA6-2
0
MR3-1
0
MA3-2
0
MA6-2
0
MA3-2
0
MA3-2
0
MA3-2
0
MR3-1
0
4'
-
8
"
M
I
N
.
4'
-
8
"
M
I
N
.
4"
4"
5' - 5 1/2"
1'
-
7
"
2' - 3"2' - 3"
3'
-
4
"
3'
-
4
"
13' - 11 1/2" 1' - 8 1/2" 4' - 10 3/4"
12' - 3 7/8" 2' - 2"
11 1/8"
CL 4' - 9"
1'
-
7
1
/
2
"
7
'
-
2
3
/
8
"
8
'
-
1
0
7
/
8
"
5
'
-
8
5
/
8
"
8"
3
'
-
3
1
/
2
"
6' - 0 3/4" 6' - 4 1/2"
10 3/4"
MA3-2
0
MR3-1
0
MR3-1
0
MR3-1
0
5'
-
6
"
1
'
-
6
1
/
4
"
6'
-
0
1
/
4
"
CL 4' - 0"
13' - 7 7/8"
CLCLCL
EQ EQ
TYP.
3' - 2 1/4"
6' - 0 3/4"
AREA OF 44" MIN.
CLEAR ACCESSIBLE
PATH OF TRAVEL, IN
GREY
TYP. AT
STALLS MA3-2
0
MA3-2
0
BABY CHANGING
STATION AT 34"
AFF MAX, SEE ID
BABY CHANGING
STATION, SEE I.D
1'
-
7
"
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
10 11
B
W
C 155
M
C 156
9' -0" A.F.F.
GYP. BD.
9' -0" A.F.F.
GYP. BD.
1' - 4"
1'
-
4
"
1' - 4"
3'
-
4
"
1' - 4"
1'
-
4
"
1' - 4"1'
-
4
"
1' - 4"
1'
-
8
"
1'
-
8
"
1' - 4"1' - 4"
9' -6" A.F.F.
GYP. BD.9' -6" A.F.F.
GYP. BD.
9' -6" A.F.F.
GYP. BD.
9' -6" A.F.F.
GYP. BD.
9' -6" A.F.F.
GYP. BD.
D1 D2
DC.5
DE.5
DD.5
A3.1216
13
15
14
D122
D121
5'-
0
"
M
I
N
.
C
L
R
.
5'
-
2
1
/
2
"
5'-
0
"
M
I
N
.
C
L
R
.
5'
-
2
1
/
2
"
W
D 122
M
D 121 9'
-
6
1
/
2
"
5 1/8" 8' - 9 1/2" 1' - 0"
2'
-
5
7
/
8
"
8
'
-
7
1
/
2
"
XMA10-2
0
XMA10-2
0
MA6-2
0
MR3-1
0
MR3-1
0
XMA10-2
0
XMA6-2
0
MR3-1
0
MR3-1
0
MR0-1
0
XC12
0
5/8"1' - 1"
POOL
SHOWER
A3.12 17
18
5'
-
6
3
/
4
"
4 7/8"3' - 2 1/8"
18
"
M
I
N
1'
-
6
1
/
2
"
CLR
4'-0" MIN
CLR
5'-0" MIN
D1 D2
DE.5
DD.5
8' -0" A.F.F.
GYP. BD.
8' -0" A.F.F.
GYP. BD.
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. D LEVEL 2
EL +10.00'
SEE G0.37 FOR
R.I.S
REQUIREMENTS
TILE SURROUND
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. D LEVEL 2
EL +10.00'
SEE G0.37 FOR
R.I.S
REQUIREMENTS
TILE SURROUND
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
6/
9
/
2
0
2
5
1
1
:
0
4
:
3
0
A
M
A3.12
ENL. PLAN -PUBLIC
RESTROOM
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
N
KEYNOTES
SCALE: 1/4" = 1'-0"A3
.
1
21ENL. PUBLIC RESTROOM - 1
SCALE: 1/4" = 1'-0"A3
.
1
25PUBLIC RESTROOM ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
26PUBLIC RESTROOM ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
28PUBLIC RESTROOM ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
27PUBLIC RESTROOM ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
22ENL. PUBLIC RESTROOM RCP - 1
1. PROVIDE BLOCKING, OR DIRECT STUD SUPPORT, FOR ALL TOILET ACCESSORIES
2. APPROVED METAL FINISHES: POLISHED OR BRUSHED CHROME, BRUSHED NICKEL
OR STAINLESS STEEL
3. WALL MOUNTED ACCESSORIES, FIXTURES ETC. BETWEEN 27" AND 80" A.F.F. SHALL
NOT PROTRUDE FURTHER THAN 4" FROM WALL PER ACCESSIBILITY STANDARDS.
CONSULT THE 2003 ICC/ANSI A117.1 FOR FURTHER REQUIREMENTS.
4. ALL CONTROLS FOR USE BY GUESTS MUST BE MOUNTED AT BETWEEN 15" A.F.F.
AND 48" A.F.F. AND PROVIDE A 30"X48" CLEAR FLOOR AREA IN COMPLIANCE WITH
ACCESSIBLE STANDARDS. OPERABLE CONTROLS LOCATED OVER AN
OBSTRUCTION DEEPER THAN 10" MUST BE MOUNTED NO HIGHER THAN 46" A.F.F..
ACCESSIBLE CONTROLS MUST NOT REQUIRE TIGHT GRASPING, PINCHING OR
TWISTING OF THE WRIST. ACCESSIBLE CONTROLS SHALL COMPLY WITH THE 2003
ICC/ANSI A117.1
5. ALL SINGLE ACCOMMODATION RESTROOMS MUST BE IDENTIFIED AS ALL-GENDER
TOILET FACILITIES. PER DSA POLICY, THE UNISEX RESTROOM SYMBOL COMPLIES
WITH THIS REQUIREMENT. SEE A.B.1732 IN 2016 AND H & S CODE 118600 AND CPC
422.2.1.
6. IN OTHER THAN DWELLING UNITS, TOILET ROOM FLOORS SHALL HAVE A SMOOTH,
HARD, NONABSORBENT SURFACE SUCH AS PORTLAND CEMENT, CONCRETE,
CERAMIC TILE OR OTHER APPROVED MATERIAL WHICH EXTEND UPWARD ONTO
THE WALLS AT LEAST 4 INCHES. WALLS WITHIN 24 INCHES OF THE SERVICE SINKS,
WATER CLOSETS AND URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 48
INCHES AND, EXCEPT FOR STRUCTURAL ELEMENTS, THE MATERIALS USED IN
SUCH WALLS SHALL BE TYPE WHICH IS NOT ADVERSELY AFFECTED BY MOISTURE.
(CBC 1210.2.2). SEE ID DRAWINGS FOR FINISH SCHEDULE.
SCALE: 1/4" = 1'-0"A3
.
1
23ENL. RESTROOM PLANS - LEVEL 1
SCALE: 1/4" = 1'-0"A3
.
1
24ENL. RESTROOM RCP - LEVEL 1
SCALE: 1/4" = 1'-0"A3
.
1
214STANDARD STALL ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
215STANDARD STALL ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
213STANDARD STALL ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
216STANDARD STALL ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
29PUBLIC RESTROOM ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
210PUBLIC RESTROOM ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
211PUBLIC RESTROOM ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
212PUBLIC RESTROOM ELEVATION
SCALE: 1/4" = 1'-0"A3
.
1
218POOL SHOWER - NORTH
SCALE: 1/4" = 1'-0"A3
.
1
217POOL SHOWER - EAST
*NOTE: SOUTH SHOWER ELEVATION SIMILAR
NO.DATE ISSUES & REVISIONS
11.21.23 PERMIT SET (BULLETIN
1 - IFC SET)
06.09.25 BULLETIN 14
All single
accommodation
restrooms must be
identified as
all-gender toilet
facilities. Per DSA
Policy, the unisex
restroom symbol
complies with this
requirement. See
A.B.1732 in 2016 and
H & S Code 118600
and CPC 422.2.1.
06/17/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________EP 06/18/2025
25-1247
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG.C (E) LEVEL 3
EL +25.33'
BLDG. C UPPER ROOF
(T.O.S)
EL +48.83'
137.5 8.5 9.5 10.5 11.5 12.5 13.4 13.5
BLDG.C (E) BASEMENT
EL -12.00'
AVERAGE GRADE
EL -0.60'
D2 D3.1
2
A5.04
60
'
-
1
0
"
STAIR
ST-C2
STAIR
ST-C2
STAIR
ST-C2
BAR LOUNGE
ELEVATOR
LOBBY
RESTAURANT
DINING (THE
OVALO)
C 161
V.I.P DINING 1
C 163
JAPANESE
RESTAURANT
DINING
C 164
IDF
C 246
IDF
C 346
BLDG.C PLANNING HEIGHT
LIMIT
EL +49.73'
MA
X
A
L
L
O
W
A
B
L
E
H
E
I
G
H
T
P
E
R
Z
O
N
I
N
G
50
'
-
4
"
BLDG. C (E) ROOF H.P.
(T.O.C)
EL +38.83'
10
'
-
0
"
1
3
'
-
6
"
1
2
'
-
5
"
1
2
'
-
1
1
"
1
2
'
-
0
"
BLDG. C ROOFTOP PATIO
EL +39.33'
6
A8.06
1
A8.06
TYP.
(E) 4" SLAB ON GRADE, S.S.D.
(E) 4" SLAB ON GRADE, S.S.D.
NO FIRE RATING REQUIRED @
STAIR ROOF WHERE EXTENDED
ABOVE MAIN ROOF SHEATHING
PER CBC 713.12
BLDG. C & D LEVEL 1
EL +0.00'
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG.C (E) LEVEL 3
EL +25.33'
BLDG. C UPPER ROOF
(T.O.S)
EL +48.83'
10.6 2 3 4 5 60.5 2.5 3.5 4.5 5.5 6.5
BLDG.C (E) BASEMENT
EL -12.00'
AVERAGE GRADE
EL -0.60'
1.5
2
A5.02
STAIR
ST-C1
STAIR
ST-C1
STAIR
ST-C1
EXECUTIVE
LOUNGE
C 147
BAR LOUNGE
C 150
BAR LOUNGE
C 150
ENGINEERING
OFFICE
B02
QQ C.1
C 112
KING C.1
C 110
KING C.1
C 108
QQ C.1
C 106
KING C.1
C 104
QQ C.3
C 102
ELEC.
C 243
IDF
C 343
OPEN TO BELOW
BAR/ DINING
MA
X
A
L
L
O
W
A
B
L
E
H
E
I
G
H
T
P
E
R
Z
O
N
I
N
G
50
'
-
4
"
BLDG.C PLANNING HEIGHT
LIMIT
EL +49.73'
BLDG. C (E) ROOF H.P.
(T.O.C)
EL +38.83'
10
'
-
0
"
1
3
'
-
6
"
1
2
'
-
5
"
1
2
'
-
1
1
"
1
2
'
-
0
"
6
A8.06
BLDG. C ROOFTOP PATIO
EL +39.33'
PANTRY
C 403
DINING
C 401
BAR
C 402
W
C 404
M
C 405
DINING
C 401.1
6
A8.06
2HR RATED FLOOR, S.S.D. SEE
SHEET A8.06 FOR FLOOR
ASSEMBLIES. SEE SLAB PLAN FOR
AREAS OF INFILL.
1
A8.06
TYP.3
A8.06
6
A8.06
6
A8.06
NO FIRE RATING
REQUIRED @
PROJECTION PER
CBC 705.2
PROJECTION
NO FIRE RATING REQUIRED @
STAIR ROOF WHERE EXTENDED
ABOVE MAIN ROOF SHEATHING
PER CBC 713.12
1. SEE WINDOW SCHEDULE A0.21 FOR ALL
WINDOW SIZES.
2. SEE LOUVER SCHEDULE A0.21 FOR ALL
EXTERIOR LOUVER SIZES.
3. ALL WINDOWS ARE LOCATED ON FLOOR
PLANS A2.00 SERIES.
4. SEE ELEVATIONS ON A4.00 SERIES FOR ALL
EXTERIOR FINISH MATERIALS.
5. ALL SIGNAGE REQUIRES SEPARATE PERMIT BY
SIGN CONTRACTOR
6. SEE A9.01 FOR EXTERIOR PARTITION DETAILS.
7. SEE A9.20 SERIES FOR EXTERIOR WINDOW
DETAILS.
8. COLORS SHOWN ARE DIAGRAMMATIC; R EFER
TO THE COLORS/MATERIALS REFERENCED ON
THE FINISH LEGEND/SCHEDULE AND/OR
PHYSICAL SAMPLES FOR AN ACCURATE
DEPICTION OF INTENDED COLOR
SHEET NOTES
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
12
/
2
4
/
2
0
2
4
1
0
:
3
2
:
3
0
A
M
A5.01
BLDG. C SECTIONS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
SCALE: 1/8" = 1'-0"A5
.
0
12BLDG. C SECTIONS A
SCALE: 1/8" = 1'-0"A5
.
0
11BLDG. C SECTIONS B
KEYNOTES
NO.DATE ISSUES & REVISIONS
11.21.23 PERMIT SET (BULLETIN
1 - IFC SET)
12.16.24 BULLETIN 10
01/20/2025
CITY OF ARCADIA
DEVELOPMENT SERVICES DIVISION
APPROVED
By
Subject to field inspection approval.
The stamping of this plan and specifications
SHALL NOT be held to permit or to be an
approval of the violation of any provisions
of any City Ordinance, State Law or
Recognized Standard
__________________________EP 01/21/2025
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
MAX HEIGHT STUDS
@ 16" O.C.
MAX HEIGHT STUDS
@ 24" O.C.
W/ GYP. BD.
EACH SIDE
W/ GYP. BD.
ONE SIDE ONLY
W/ GYP. BD.
EACH SIDE
W/ GYP. BD.
ONE SIDE ONLY
STUD
GAUGE
STUD
SIZE
1 5/8" 25 6'-11" 10'-1" 5'-2" 8'-9"
22 8'-2" 10'-7" 6'-3" 9'-1"
20 8'-8" 10'-9" 6'-7" 9'-4"
22 11'-3" 13'-11" 10'-6" 10'-11"
20 12'-0" 14'-3" 11'-6" 12'-5"
22 15'-0" 16'-6" 14'-1" 14'-5"
20 16'-0" 17'-5" 15'-1" 15'-3"
2 1/2"
3 5/8"
4"
6"
22
20
22
20
16'-2" 17'-8" 15'-0" 15'-5"
21'-6" 24'-4" 17'-7" 21'-3"
17'-3" 18'-3" 16'-3" 15'-11"
23'-9" 25'-6" 20'-6" 22'-3"
SUBCONTRACTOR TO ENGINEER AND DETAIL LIGHT GAUGE
METAL FRAMING PER MANUFACTURER'S SPAN TABLES AND
CONTRACT DOCUMENT SPECIFICATION REQUIREMENTS.
DATA DERIVED FROM SSMA TECHNICAL GUIDE INTERIOR
APPLICATION OF HEAVY DUTY "C" STUDS WITH DEFLECTION OF L/240.
THE ABOVE SIZES ARE MINIMUM, USE HEAVIER GA. AS REQUIRED.SEE STUCTURAL FOR SPAN TABLE3 1/2" MIN GLASS FIBER INSULATION
FRICTION FIT BETWEEN STUDS.
UNDERSIDE OF STRUCTURE
CEILING WHERE OCCURS
5/8" TYPE 'X' GYP. BD. BOTH
SIDES, SEE BELOW FOR NUMBER
OF LAYERS
BASE AS SCHEDULED
ACOUSTICAL SEALANT
MTL. STUDS, SEE STRUCTUAL
FOR GAUGE
HEAD
PLAN
SILL
MA3-2 3-5/8" MTL STUD
MA6-2 6" MTL STUD
MA3-3 3-5/8" MTL STUD
MA6-3 6" MTL STUD
MA3-4 3-5/8" MTL STUD
MA6-4 6" MTL STUD
(2) LAYERS GYP. BD. ON ONE SIDE AND (1) LAYER GYP.
BD. ON ONE SIDE.
(2) LAYERS GYP. BD. ON BOTH SIDES
(1) LAYER GYP. BD. ON BOTH SIDES
STC 50-54 (GA FILE NO. WP 1048)
STC 50-54 (GA FILE NO. WP 1052)
STC 50-54 (GA FILE NO. WP 1450)
UNDERSIDE OF STRUCTURE
CEILING WHERE OCCURS
ACOUSTICAL/FIRE SEALANT
MTL. STUDS, SEE STRUCTUAL FOR
GAUGE
BASE AS SCHEDULED
5/8" TYPE "X" GYP. BD., SEE BELOW
FOR NUMBER OF LAYERS
HEAD
PLAN
SILL
GLASS FIBER INSULATION FRICTION
FIT BETWEEN STUDS.
MR3-1 3 5/8'' STUD
MR6-1 6'' STUD
MR3-2 3 5/8'' STUD
MR6-2 6'' STUD
MR0-1 *** SEE DETAIL MR0
(2) LAYERS TYPE 'X' GYP. BD.
(1) LAYER TYPE 'X' GYP. BD.
ACOUSTICAL/FIRE SEALANT
CONC. WALL, SEE STRUCT.
UNDERSIDE OF STRUCTURE
CEILING WHERE OCCURS
5/8" GYP. BD. ON ONE SIDE
BASE AS SCHEDULED
7/8" FURRING CHANNEL @ 24" O.C.
SEE STRUCTUAL
HEAD
PLAN
SILL
ACOUSTICAL SEALANT
-6"
MR0-1
BASE AS SCHEDULED
5/8" GYSUM BOARD
CL
6"
6'-
0
"
M
A
X
.
UNDERSIDE OF STRUCTURE
STEEL STUD KICKERS,SEE
STRUCTUAL
DEFLECTION TRACK
BRACING, SEE STRUCT.
DWGS.
METAL STUDS, SEE
STRUCTUAL
1
1
1
1
SEE STRUCTUAL
A
B
SEE STRUCTUAL.
UNDERSIDE OF STRUCTURE
SLIP TRACK (2" LEG MINIMUM)
ACOUSTICAL SEALANT
ACOUSTICAL SEALANT
1/4" THICK X 1-1/2" WIDE
CONTINUOUS COMPRESSION
TAPE
HEAD
SILL
SEE STRUCTUAL
FLOOR SLAB
1/
2
"
WALL TYPE
SEE FLOOR PLAN FOR
POSITION 1 ('M'): STUD MATERIAL, METAL (M) OR WOOD (W)
POSITION 2 ('A'): TYPE OF WALL (SEE BELOW)
POSITION 3 ('6'): STUD SIZE (SEE BELOW)
POSITION 4 ('4'): LAYERS OF GYP. BD. (SEE BELOW)
PARTITION TYPE: SEE
'PARTITION TYPE NAMING
CONVENTION' ON Axx
A
MA6-4
0
FIRE RATING (HRS)
MODIFIER: SEE PARTITION
COMPONENT MATRIX ON Axx
PARTITION TYPE LEGEND
NO 3 1/2" GLASS FIBER INSULATION
STOP GYP BD. 6" ABOVE CEILING, SEE DETAIL
ADD 1 LAYER OF TILE BACKER (SEE DETAIL 1&5/A8.72)
SUBSTITUTE FIBERGLASS-MAT FACED, MOISTURE
AND MOLD RESISTANT GYP. SHEATHING
NO GYP BD. ON INTERIOR SIDE
A B C D E F G H i J K L
NO RESILIENT CHANNEL
M N
SUBSTITUTE WATER RESISTANT GYP. BD.
ADD EXTRA LAYER OF GYP. BD. ON EACH SIDE
PARTIAL HEIGHT WALL
WALL ON TOP OF 4FT CMU WALL, SEE DETAIL
GYP. BOARD, PROVIDE TYPE 'X'
WHERE REQ'D
METAL STUD
RECESSED PANEL ENCLOSURE
ACOUSTICAL SEALANT AT
ALL PENETRATIONS
NOTES:
1. LINE TOP, BOTTOM, BACK AND SIDES
WITH (1) LAYER 5/8'' GYP. BD. OR 2
PSF. SHEET VINYL
2. SEE PLANS TO VERIFY NUMBER OF
GYP. BD. LAYERS
1'' CLEARANCE REQUIRED;
FILL WITH BATT INSULATION
PER PLAN
WALL TYPE
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
4
7
A
M
A8
WALL TYPES AND INTERIOR
DETAILS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
STEEL STUD GAUGE AND HEIGHT
SCALE: 1 1/2" = 1'-0"
A8MASINGLE STUD, NON-RATED
SCALE: 1 1/2" = 1'-0"
A8MRINT. FURRING WALL, NON-RATED
SCALE: 1 1/2" = 1'-0"
A8MR0MR0-1, FURRING WALL
SCALE: 1 1/2" = 1'-0"
A84WALL STOPPING JUST ABOVE CEILING
SCALE: 3" = 1'-0"
A85HEAD/SILL DETAIL - NON-RATED WALL
SCALE: 3" = 1'-0"
A86GYP.JOINT DETAIL
PARTITION MATRIX MODIFIER
SCALE: 1 1/2" = 1'-0"
A89RATD RECESSED PANELS AND FIXTURES
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
3B
3A
1
2
A -A
1. WALL ASSEMBLY -1 HR GYP. BD. WALL ASSEMBLY
2. THROUGH PENETRANT:
A. STL. PIPE -4" ∅OR SMALLER
B. IRON PIPE -4" ∅OR SMALLER
C. CONDUIT -4" ∅OR SMALLER
D. COPPER PIPE OR TUBE -4" ∅OR SMALLER
3. FIRESTOP SYSTEM
A. PACKING MATERIAL: MIN. 1" FO MIN. 3.5 PCF FIBERGLASS INSULATION
B. CAULK OR PUTTY: MIN. 5/8" THICK SPECSEAL 100 SEALANT AND SPECSEAL
PUTTY
A
A
2
3A
3B
1. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U300 OR U400
SERIES) (2-HR FIRE-RATING).
2. #8 STEEL WIRE MESH SLEEVE.
3. PENETRATING ITEM TO BE ONE OF THE FOLLOWING:
A. MAX. 16" NOMINAL Ø STEEL PIPE.
B. MAX. 4" NOMINAL Ø COPPER PIPE.
4. MIN. 4-1/2" THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY)
TIGHTLY PACKED.
5. MIN. 1/4" DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT.
6. MIN. 1/2" BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT
POINT OF CONTACT.
NOTES:
1. Ø OF OPENING SHALL BE 3/8" TO 2-3/4"
LARGER THAN THE Ø OF THE PIPE.
2. WHEN STEEL PIPE IS USED, ANNULAR
SPACE = 0" TO 2-3/4", AND THE T-RATING =
1/4 HR.
3. WHEN COPPER PIPE IS USED, ANNULAR
SPACE = 0" TO 3", AND THE T-RATING = 0 HR.
4. MAX. Ø OF OPENING IS 14-1/2" FOR WOOD
STUD WALLS AND 20" STEEL STUD WALLS.
A
B
UL/cUL SYSTEM NO. WL1058
METAL PIPE THROGUH A SLEEV IN 2-HR. GYPSUM WALL ASSEMBLY
F RATING = 2-HR.
T RATING = 0 AND 1/4 - HR.
FRONT VIEW SECTION A-A
2
45
1
3
6
+/
-
1
/
2
'
'
SUPPORT
(AS NEEDED)
BOTH SIDES
4'' - 8'' TYP.
ACOUSTICAL SEALANT (TYP.)
FOAM BACKER ROD
SAFING BATT INSULATION
(DUCT, PIPE, OR CONDUIT 3'' DIAMETER OR GREATER)
NOTE: APPLICABLE AT ALL SOUND-RATED CONSTRUCTION
INCLUDING INTERIOR INSULATED ASSEMBLIES
1''
M
I
N
.
KEEP PIPE CLEAR OF
STRUCTURE EXCEPT AT
HEAD AND SILL PLATESVENT PIPE1/
2
'
'
M
I
N
.
C
L
E
A
R
A
N
C
E
SUPPLY PIPE ADJUST DEPTH OF
PARTITION
TO ACCOMMODATE
DRAIN LINE
BATT INSULATION
GYP. BOARD
1/
2
'
'
M
I
N
.
C
L
E
A
R
A
N
C
E
1''
M
I
N
.
C
L
E
A
R
A
N
C
E
.
3
4 2
53
1. PLYWD. SHTG. PER STRUCT.
2. THROUGH PENETRANT:
A. STL. PIPE - 4" ∅OR
SMALLER
B. IRON PIPE - 4" ∅OR
SMALLER
C. CONDUIT - 4" ∅OR
SMALLER
D. COPPER PIPE OR TUBE -
4" ∅OR SMALLER
3. FIRESTOP SEALANT:
SPECSEAL LCI SEALANT 5/8"
INTO CLNG. AND 3/4" INTO FLR.
4. WD., STL., OR COMBINATION
WD./STL. JOISTS OR TRUSSES
5. GYP. BD. CLNG.
1/2'' +/- 1/4''
CAULK AIRTIGHT; USE FIRE-RATED
RESILIENT FILLER IF REQUIRED FOR
FIRE RATING
STEEL PLATE (OPTIONAL)
3/4'' NEOPRENE WAFFLE
PAD (40-DUROMETER)
FLOOR
CONSTRUCTION
SAFING BATT
INSULATION IF
REQUIRED FOR
FIRE RATING
NOTE: IF PIPE IS SUSPENDED FROM-OR
DIRECTLY ATTACHED TO STRUCTURE
OR OTHER BUILDING ELEMENTS, USE
3/8'' THICK FELT, OR 40-DUROMETER
NEOPRENE AS SLEEVE BETWEEN PIPE
AND PIPE HANGER
FLOOR
DO NOT ALLOW CHUTE TO
CONTACT FLOOR STRUCTURE
SUPPORT WITH KINETICS
AC-222 FIBERGLASS ISOLATORS,
MASON BR NEOPRENE MOUNTS,
OR APPROVED EQUAL
CAULK JOINTS AIRTIGHT, TYP.
USE RETARDER WITH HOPPER
DOOR TO PREVENT DOOR
IMPACTS
TWO LAYERS GYP.
BOARD EACH SIDE
BATT INSULATION
COAT WITH SOUNDCOAT
GP-1 OR KINETICS KDC-
E-162 ONE TIMES METAL
THICKNESS
CL
P
A
R
T
I
T
I
O
N
RA
T
E
D
RATED PARTITION -SEE WALL
TYPE ON FLOOR PLAN
FIRE/SMOKE DAMPER
(SEE MECH.)
FIRE RATED
SEALANT
DUCT
METALLIC PIPE
LCI SEALANT
LCI SEALANT
WOOD FLOOR ASSEMBLY
INSULATED
METALLIC PIPE
LCI SEALANT
LCI SEALANT
WOOD FLOOR
ASSEMBLY
UL SYSTEM NO.: F-C-1074 UL SYSTEM NO.: F-C-5043
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
4
9
A
M
A8.a
FLOOR/WALL PENETRATION
DETAILS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SCALE: 3" = 1'-0"A8
.
a1TYPICAL RATED WALL PENETRATION
SCALE: 3" = 1'-0"A8
.
a2HILTI FIRE STOP - PIPE PENETRATION
SCALE: 3" = 1'-0"A8
.
a3SOUND RATED PENETRATION
SCALE: 3" = 1'-0"A8
.
a4PIPING WALL WIDTH & CLEARANCES
SCALE: 3" = 1'-0"A8
.
a5TYPICAL RATED FLOOR PENETRATION
SCALE: 3" = 1'-0"A8
.
a6PIPE RISER ISOLATION
SCALE: 1" = 1'-0"A8
.
a7ACOUS. TREATMENT OF LINEN CHUTE
SCALE: 3" = 1'-0"A8
.
a8RATED WALL PENETRATION
SCALE: 1 1/2" = 1'-0"A8
.
a9METALLIC PIPE PENETRATION
NO.DATE ISSUES & REVISIONS
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
5
0
A
M
A8.b
FLOOR/WALL PENETRATION
DETAILS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
5
2
A
M
A8.c
FLOOR/WALL PENETRATION
DETAILS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
DB
MQ6-2
2
WB8-4
2
WB8-4
2
CORRIDOR
D 300
ELEC.
D 307
SHAFT
ELEV. SHAFT
WD6-2
1
CORNER REINFORCEMENT
GYPSUM PANELS
STEEL J-RUNNERS
1" GYP. BD. SHAFT WALL LINER
NOTE: REFER TO 5/A8.34 FOR TYP
GYPSUM DESIGN DETAILS
7' - 5 1/4"1'
-
8
3
/
8
"
STEEL J-RUNNERS
FIRE SEALANT FIRE SEALANT
WOOD STUD, S.S.D
WOOD STUD, S.S.D
WOOD STUD, S.S.D
WOOD STUD, S.S.D
WB8-4
2
WD6-2
1
WB8-4
2
GYP BD TO BOX OUT
AROUND GUIDE RAIL
SUPPORT COLUMNS TO
MAINTAIN WALL RATING
GYP BD TO BOX OUT
AROUND GUIDE RAIL
SUPPORT COLUMNS TO
MAINTAIN WALL RATING
WB8-4
2
B
C
13.45
A8.35
3
A8.35
MB6-4
2
MQ6-2
2
MQ6-2
2
MR6-1
0
XMA6-2
0
STAIR
ST-C2
CORRIDOR
C 200
KING C.3
C 241
6'
-
5
"
4' - 0"
4' - 0 1/2"
SEE MECH. DWGS
FOR DUCT SIZES
(E) COLUMN/BEAM
WITH 3HR SPRAY-
ON FIRE PROOFING.
(E) COLUMN/BEAM
WITH 3HR SPRAY-
ON FIRE PROOFING.
STEEL J-RUNNERS
FIRE SEALANT
STEEL J-RUNNERS
MR0-1
0
MR3-1
0
NOTE: REFER TO 5/A8.34 FOR
TYP GYPSUM DESIGN
DETAILS
FIRE SEALANT AT
END CONDITIONS,
TYP.
STEEL J-RUNNERS
XMB10-2
1
2
1
/
2
"
MB6-4
2
MR6-1
0
MQ6-2
2
STEEL J-RUNNERS
FIRE SEALANT AT
END CONDITIONS,
TYP.
1" GYP. BD. SHAFT
WALL LINER
MR3-1
0
SHAFT
EXTERIOR
14"X14" 2-HR RATED ACCESS PANEL
(FOR CLEANOUT ONLY). CONFIRM
GREASE DUCT EXACT LOCATION
WITH MECH CONTRACTOR
13.4
CORRIDOR
C 300
CORRIDOR
C 200
EXTERIOR
(E) COLUMN/BEAM
WITH 3HR SPRAY-ON
FIRE PROOFING.
(E) COLUMN/BEAM
WITH 3HR SPRAY-ON
FIRE PROOFING.
STEEL PLATE, S.S.D
(N) BEAM, S.S.D. WITH
3HR SPRAY-ON FIRE
PROOFING.
(N) BEAM, S.S.D. WITH
3HR SPRAY-ON FIRE
PROOFING.
NOTE: REFER TO 5/A8.34 FOR TYP
GYPSUM DESIGN DETAILS
A8.35
4 TYP.
A8.35
4 TYP.
A8.35
4 TYP.
A8.35
4 TYP.
PER PLAN
WALL TYPE
(E) SLAB, S.S.D
(E) SLAB, S.S.D
1" GYP. BD. SHAFT
WALL LINER
FIRE SEALANT AT END
CONDITIONS, TYP.
FIRE SEALANT AT END
CONDITIONS, TYP.
STEEL J-RUNNERS
SHAFT
STEEL PLATE, S.S.D
FO
R
D
U
C
T
S
I
Z
E
S
SE
E
M
E
C
H
D
W
G
S
.
3M 2HR DUCT
WRAP, TYP.
2 HOUR FIRE BARRIER
AT CLEANOUT WHERE
OCCURS PER ICC
REPORT ESR-1255
90 MINS ACCESS
DOOR
1 ADDITIONAL LAYER
OF TYPE 'X' GYP. BD.
CEILING HEIGHT PER
PLAN
1" GYP. BD. SHAFT
WALL LINER 1" GYP. BD. SHAFT WALL LINER
FIRE SEALANT AT END
CONDITIONS, TYP.
FIRE SEALANT AS
NEEDED
FIRE SEALANT AS
NEEDED
SEAL THE GAP WITH FIRE
SEALANT PER ICC ESR 1255
BLDG. C (E) LEVEL 2
EL +12.92'
BLDG.C (E) LEVEL 3
EL +25.33'
B C
STAIR
ST-C2
(E) COLUMN/BEAM
WITH 3HR SPRAY-ON
FIRE PROOFING.
(E) COLUMN/BEAM
WITH 3HR SPRAY-ON
FIRE PROOFING.
7/8" FURRING CHANNEL
@ 24" O.C.
1 ADDITIONAL LAYER OF
TYPE 'X' GYP. BD.
CEILING HEIGHT PER PLAN
WALL PARTITION, SEE
PLAN WHERE
OCCURS
NOTE: REFER TO 5/A8.34 FOR TYP
GYPSUM DESIGN DETAILS
A8.35
4 TYP.
A8.35
4 TYP.
1" GYP. BD. SHAFT WALL
LINER
1" GYP. BD. SHAFT
WALL LINER
1" GYP. BD. SHAFT
WALL LINER
(E) SLAB, S.S.D
PER PLAN
WALL TYPE
PER PLAN
WALL TYPE
FIRE SEALANT AT END
CONDITIONS, TYP.
PER PLAN
WALL TYPE
PER PLAN
WALL TYPE
SHAFT
3M 2HR DUCT WRAP, TYP.
3M 2HR DUCT WRAP, TYP.
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
9/
1
6
/
2
0
2
4
1
1
:
1
8
:
1
5
A
M
A8.35
SHAFT DETAILS
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTY
INVESTMENTS, LLC.
SCALE: 1 1/2" = 1'-0"A8
.
3
51SHAFT DETAIL @BLDG D ELEV.&CORRIDOR L3-L5
NO.DATE ISSUES & REVISIONS
02.26.24 BULLETIN 5
07.29.24 BULLETIN 9
SCALE: 1 1/2" = 1'-0"A8
.
3
52SHAFT DETAIL @ BLDG C EAST CORRIDOR L2-L3
SCALE: 1 1/2" = 1'-0"A8
.
3
53BLDG C - E/W SECTION @ SHAFT
SCALE: 1 1/2" = 1'-0"A8
.
3
55BLDG C - N/S SECTION @ SHAFT
SCALE:NTS A8
.
3
542HR SHAFT WALL/STEEL BEAM INTERSECTION DETAIL
09/16/2024
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
5/8" GWB
4-WAY DIAGONAL BRACE
WIRES @ 45°TO
STRUCTURE ABOVE @
12'-0" O.C. EACH WAY
HANGER WIRE
1-1/2" CROSS
CHANNELS
MTL. STUD,
COMPRESSION STRUTS
TO CEILING ABOVE @
12'-0" O.C. EACH WAY
NOTE:
NO FRAMING OR HANGERS TO BE
IN CONTACT WITH MECHANICAL
OR ELECTRICAL EQUIPMENT.
7/8" FURRING CHANNELS
TRACKS SCREWED
TO CARRYING
CHANNELS
DESIGN PER ASTM C754
FLOOR/CEILING ASSEMBLY
STRUCTURE ABOVE
1/2" ROUND RIGID STEEL TUBING
(ADJUSTABLE RESISTANCE
STRUT @ 144 SF MAXIMUM)
12 GA. GALVANIZED WIRE TO
STRUCTURE ABOVE (4) WAYS
@ 45° DEGREE ANGLES
SET SCREW
3/4" ROUND RIGID STEEL
TUBING NOTCHED @ RUNNER
CEILING TILE
MAIN RUNNERS
NOTES:
1. WHERE CEILING CAVITY EXCEEDS 4'-0", USE
25 GA. 2-1/2" STUD AS COMPRESSION STRUT.
2. INSTALL CEILING PER ICC-ESR #1308
L/
R
R
A
T
I
O
N
O
T
T
O
E
X
E
E
D
2
0
0
VA
R
I
E
S
4
'
-
0
"
-
7
'
-
0
"
.3"
SEE NOTE
MINIMUM (3) TURNS
IN 1-1/2" TYP
CROSS TEE
MINIMUM (4) TURNS
IN 1-1/2" TYP
SEE NOTE
SEE NOTE
45°
2"
MAX
4 2
11
SEE NOTE
VIEW SHOWING LATERAL BRACING
CLUSTER AND SUSPENSION WIRENOTES:
1. STEEL WIRES SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE AND SPLAYED
90° FROM EACH OTHER @ 45° MAX ABOVE HORIZONTAL CLUSTERS PLACED
12'-0" O.C. x 8'-0" O.C. AND 4'-0". MAX RESPECTIVELY FROM EACH WALL. WIRES
SHOULD BE TAUT WITHOUT CAUSING CEILING TO LIFT.
2. SUSPENSION WIRE: 12 GAUGE GALVANIZED SOFT ANNEALED MILD STEEL WIRE
SECURED TO MAIN RUNNER WITHIN 2" OF CROSS TEE AND SPACED 4'-0" O.C. MAX
EACH WAY.
3. PROVIDE COMPRESSION STRUTS (PER ICC-ESR #1308) AT SUSPENDED CEILING
SYSTEM. FOR MORE INFORMATION REFER TO DETAIL 8.
4. SUSPENDED CEILING SYSTEM TO COMPLY WITH I.B.C. 8039.1.1
5. USE ONLY HEAVY DUTY T-BAR GRID SYSTEM
6. AS AN ALTERNATIVE TO THE DIAGONAL SPLAY WIRES SPECIFIED ABOVE, CEILINGS
MAY USE RIGID BRACES. BRACES SHALL BE ATTACHED TO THE RIGID AND TO THE
STRUCTURE ABOVE IN A MANNER TO LIMIT LATERAL DEFLECTIONS AT THE POINT OF
ATTACHMENT TO THE CEILING TO LESS THAN 1/4 INCH FOR THE LATERAL LOADS
EXPECTED FOR THE SYSTEM. ASCE SECTION 9.6.2.6.2.2
MAIN RUNNERS 4
NOTE:
1. FOR SUPPORT OF LIGHT FIXTURE, SEE ELEC DWGS.
2. THE SUSPENDED CEILING SYSTEM TO MEET ICC REPORT APPROVAL 1308.
3. DESIGN BUILD BY CONTRACTOR
4. SEE DETAIL 3&7/A8.51 FOR SUSPENDED CEILING SUPPORT
12
'
-
0
"
1
2
'
-
0
"
4
'
-
0
"
MAX.
4' - 0"
MAX.
12' - 0" 12' - 0"
MAXIMUM DISTANCE FROM WALLS OR PARTITIONS
-
12 GA. HANGER WIRE
FACE OF WALLCL
8" MAX.
MAIN OR CROSS RUNNER
ACT PANEL
IN EACH ORTHOGONAL HORIZONTAL DIRECTION,
ONE END OF THE CEILING GRID SHALL BE
ATTACHED TO THE CLOSURE ANGLE. THE
OTHER END IN EACH HORIZONTAL DIRECTION
SHALL HAVE A 0.75-IN. CLEARANCE FROM THE
WALL AND SHALL REST UPON AND BE FREE TO
SLIDE ON A CLOSURE ANGLE.
2" WIDE MIN. WALL ANGLE,
ATTACH AT EACH STUD
BACK OF HOUSE
MI
N
.
(
3
)
T
I
G
H
T
TU
R
N
S
I
N
1
-
1
/
2
"
CL
3/4"
5/8" GYP. BD.
2 1/2" MTL. STUDS AT
24" O.C. 20 GA.
PROVIDE BRACING AS
REQUIRED
5/8" GYP. BD.
SEE RCP FOR
HEIGHTS
WHERE
OCCURS
1" CEILING
REVEAL TRIM
700 S FLOWER STREET, SUITE 5 2 0
w w w . a x i s g f a . c o m
T 3 1 0 . 2 0 9 . 7 5 2 0
F 3 1 0 . 2 0 9 . 7 5 1 6
L O S A N G E L E S, C A 9 0 0 1 7
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
11
/
2
5
/
2
0
2
5
1
0
:
1
0
:
5
5
A
M
A9
CEILING DETAILS (TI)
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
SUSPENDED CEILlNG MINIMUM REQUIREMENT:
(ASCE 7-16 SECTION 13.5.6.2.2 SEISMIC DESIGN)
SEISMIC DESIGN CATEGORIES D THROUGH F. SUSPENDED CEILINGS IN SEISMIC DESIGN
CATEGORIES D, E, AND F SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH
ASTM C635, ASTM C636, AND THE CISCA FOR SEISMIC ZONES 3-4 AS MODIFIED BY THE
FOLLOWING:
A. A HEAVY DUTY T-BAR GRID SYSTEM SHALL BE USED.
B. THE WIDTH OF THE PERIMETER SUPPORTING CLOSURE ANGLE SHALL BE NOT LESS
THAN 2.0 IN. IN EACH ORTHOGONAL HORIZONTAL DIRECTION, ONE END OF THE
CEILING GRID SHALL BE ATTACHED TO THE CLOSURE ANGLE. THE OTHER END IN
EACH HORIZONTAL DIRECTION SHALL HAVE A 0.75 IN. CLEARANCE FROM THE WALL
AND SHALL REST UPON AND BE FREE TO SLIDE ON A CLOSURE ANGLE.
C. FOR CEILING AREAS EXCEEDING 1,000 SF HORIZONTAL RESTRAINT OF THE CEILING TO
THE STRUCTURAL SYSTEM SHALL BE PROVIDED. THE TRIBUTARY AREAS OF THE
HORIZONTAL RESTRAINTS SHALL BE APPROXIMATELY EQUAL.
EXCEPTION: RIGID BRACES ARE PERMITTED TO BE USED INSTEAD OF DIAGONAL
SPLAY WIRES. BRACES AND ATTACHMENTS TO THE STRUCTURAL SYSTEM ABOVE
SHALL BE ADEQUATE TO LIMIT RELATIVE LATERAL DEFLECTIONS AT POINT OF
ATTACHMENT OF CEILING GRID TO LESS THAN 0.25 IN. FOR THE LOADS PRESCRIBED IN
SECTION 13.3.1.
D. FOR CEILING AREAS EXCEEDING 2,500 SF, A SEISMIC SEPARATION JOINT OR FULL
HEIGHT PARTITION THAT BREAKS THE CEILING UP INTO AREAS NOT EXCEEDING 2,500
SF SHALL BE PROVIDED UNLESS STRUCTURAL ANALYSES ARE PERFORMED OF THE
CEILING BRACING SYSTEM FOR THE PRESCRIBED SEISMIC FORCES THAT
DEMONSTRATE CEILING SYSTEM PENETRATIONS AND CLOSURE ANGLES PROVIDE
SUFFICIENT CLEARANCE TO ACCOMMODATE THE ANTICIPATED LATERAL
DISPLACEMENT. EACH AREA SHALL BE PROVIDED WITH CLOSURE ANGLES IN
ACCORDANCE WITH ITEM B AND HORIZONTAL RESTRAINTS OR BRACING IN
ACCORDANCE WITH ITEM C.
E. EXCEPT WHERE RIGID BRACES ARE USED TO LIMIT LATERAL DEFLECTIONS,
SPRINKLER HEADS AND OTHER PENETRATIONS SHALL HAVE A 2 IN. OVERSIZE RING,
SLEEVE, OR ADAPTER THROUGH THE CEILING TILE TO ALLOW FOR FREE MOVEMENT
OF AT LEAST 1 IN. IN ALL HORIZONTAL DIRECTIONS. ALTERNATIVELY, A SWING JOINT
THAT CAN ACCOMMODATE 1 IN. OF CEILING MOVEMENT IN ALL HORIZONTAL
DIRECTIONS IS PERMITTED TO BE PROVIDED AT THE TOP OF THE SPRINKLER HEAD
EXTENSION.
F. CHANGES IN CEILING PLAN ELEVATION SHALL BE PROVIDED WITH POSITIVE BRACING.
G. CABLE TRAYS AND ELECTRICAL CONDUITS SHALL BE SUPPORTED INDEPENDENTLY OF
THE CEILING.
H. SUSPENDED CEILINGS SHALL BE SUBJECT TO THE SPECIAL INSPECTION
REQUIREMENTS OF SECTION 11A.1.3.9 OF THIS STANDARD.
SUSPENDED CEILlNG SYSTEM NOTES:
PARTITIONS THAT ARE TIED TO THE CEILING AND ALL PARTITIONS GREATER THAN 6'-0" IN
HEIGHT SHALL BE LATERALLY BRACED TO THE STRUCTURE. BRACING SHALL BE
INDEPENDENT OF THE CEILING SPLAY BRACING SYSTEM.
ALL MAIN BEAMS ARE TO BE HEAVY DUTY (HD).
ALL CROSS TEES SHALL BE CAPABLE OF CARRYING THE DESIGN LOAD WITHOUT
EXCEEDING DEFLECTION EQUAL TO 1/360 OF ITS SPAN. THESE RECOMMENDATIONS ARE
INTENDED FOR SUSPENDED CEILINGS INCLUDING GRID, PANEL OR TILE, LIGHT FIXTURES
AND AIR TERMINALS WEIGHING NO MORE THAN 4 POUNDS PER SF. ALL WIRE TIES ARE TO
BE (3) TIGHT TURNS AROUND ITSELF WITHIN 3”. 12 GA HANGER WIRE SPACED 4'-0" OC.
CHANGES IN CEILING PLANES WILL REQUIRE POSITIVE BRACING.
CEILINGS CONSTRUCTED OF LATHE AND PLASTER OR GWB, SCREW OR NAIL ATTACHED
TO SUSPENDED MEMBERS THAT SUPPORT A CEILING ON ONE LEVEL EXTENDING FROM
WALL TO WALL SHALL BE EXEMPT FROM THE LATERAL FORCE BRACING REQUIREMENTS.
LATERAL FORCE BRACING IS THE USE OF VERTICAL STRUTS (COMPRESSION POSTS) AND
SPRAY WIRES.
LATERAL FORCE BRACING IS REQUIRED FOR CEILINGS OVER 1000 SF AND NOT REQUIRED
FOR CEILINGS LESS THAN 1,000 SF PROVIDED THEY ARE SURROUNDED BY FOUR WALLS
AND BRACED TO STRUCTURE.
LATERAL FORCE BRACING SHALL BE 12'-0”OC MAX AND BEGIN NO FARTHER THAN 6'-0”
FROM WALLS.
SPLAY WIRES ARE TO BE (4) 12 GA WIRES ATTACHED TO THE MAIN BEAM. WIRES ARE
ARRAYED 90◦FROM EACH OTHER AND AT AN ANGLE NOT EXCEEDING 45◦FROM THE
PLANE OF THE CEILING.
SPLAY WIRES ARE TO BE WITHIN 2”OF THE CONNECTION OF THE VERTICAL STRUT TO
SUSPEND CEILING.
RIGID BRACING MAY BE USED IN LIEU OF SPLAY WIRES
CEILINGS WITH PLENUMS LESS THAN 12”TO STRUCTURE ARE NOT REQUIRED TO HAVE
LATERAL FORCE BRACING.
VERTICAL STRUTS MUST BE POSITIVELY ATTACHED TO THE SUSPENSION SYSTEMS AND
THE STRUCTURE ABOVE.
VERTICAL STRUT MAY BE EMT CONDUIT, METAL STUDS OR A PROPRIETARY
COMPRESSION POST.
WALL MOLDINGS (PERIMETER CLOSURE ANGLES) ARE REQUIRED TO HAVE A HORIZONTAL
FLANGE 2”WIDE, UNLESS ALTERNATE METHODS ARE APPROVED PRIOR TO INSTALLATION
BY THE LOCAL BUILDING DEPARTMENT AND THE DESIGNER OF RECORD. ONE END OF THE
CEILING GRID SHALL BE ATTACHED TO THE WALL MOLDING, THE OTHER END SHALL HAVE
A ¾”CLEARANCE FROM THE WALL AND FREE TO SLIDE.
THE GRID SHALL BE ATTACHED AT TWO ADJACENT WALLS (POP RIVETS OR APPROVED
METHOD).
THERE SHALL BE A MINIMUM ¾”CLEARANCE FROM THE END OF THE GRID SYSTEM AT
UNATTACHED WALLS.
SPREADER (SPACER) BARS OR OTHER MEANS APPROVED BY LOCAL BUILDING
DEPARTMENT SHALL BE USED TO PREVENT THE ENDS OF THE MAIN BEAMS AT
PERIMETER WALLS FROM SPREADING OPEN DURING A SEISMIC EVENT. PERIMETER
WIRES SHALL NOT BE IN LIEU OF SPREADER BARS.
WIRE TYING IS AN ACCEPTABLE ALTERNATIVE TO SPREADER BARS.
SPREADER BARS ARE NOT REQUIRED IF A 90◦INTERSECTING CROSS OR MAIN IS WITHIN
8”OF THE PERIMETER WALL.
HANGER AND PERIMETER WIRES MUST BE PLUMB WITHIN 1 IN 6 UNLESS COUNTER
SLOPING WIRES ARE PROVIDED.
HANGER WIRES SHALL BE 12 GA AND SPACED 4'-0”OC. OR 10 GA SPACED 5'-0”OC.
ANY CONNECTION DEVICE AT THE SUPPORTING CONSTRUCTION SHALL BE CAPABLE OF
CARRYING NOT LESS THAN 100 POUNDS.
FOR ESSENTIAL FACILITIES, HANGER WIRE CONNECTIONS MUST BE CAPABLE OF
CARRYING 200 POUNDS AND BRACING (SPLAY) WIRES SHALL BE CAPABLE OF CARRYING
440 POUNDS. SHOT-IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING
WIRES.
BRACING WIRES SHALL BE ATTACHED TO THE GRID AND TO THE STRUCTURE IN SUCH A
MANNER THAT THEY CAN SUPPORT A DESIGN LOAD OF NOT LESS THAN 200 POUNDS OR
THE ACTUAL DESIGN LOAD, WITH A SAFETY FACTOR OF 2. WHICHEVER IS GREATER.
POWER DRIVEN FASTENERS MUST BE APPROVED FOR THE APPROPRIATE LOADING.
TERMINAL ENDS OF EACH MAIN BEAM AND CROSS TEE MUST BE SUPPORTED WITHIN 8”
OF EACH WALL WITH A PERIMETER WIRE.
LIGHT FIXTURES WEIGHING LESS THAN 10 POUNDS SHALL HAVE ONE 12 GA HANGER
WIRE CONNECTED FROM THE FIXTURE TO THE STRUCTURE ABOVE. THIS WIRE MAY BE
SLACK.
LIGHT FIXTURES WEIGHING MORE THAN 10 POUNDS AND LESS THAN 56 POUNDS SHALL
HAVE TWO 12 GA WIRES ATTACHED AT OPPOSING CORNERS OF THE LIGHT FIXTURES TO
THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK.
SUSPENDED CEILlNG SYSTEM NOTES (CONTINUED):
LIGHT FIXTURES WEIGHING MORE THAN 56 POUNDS SHALL BE SUPPORTED DIRECTLY
FROM THE STRUCTURE ABOVE. THESE WIRES MUST BE TAUT.
PENDANT MOUNTED FIXTURES SHALL BE DIRECTLY SUPPORTED FROM THE
STRUCTURE ABOVE USING A 9 GA WIRE OR AN APPROVED ALTERNATE SUPPORT
WITHOUT USING THE CEILING SUSPENSION SYSTEM FOR DIRECT SUPPORT.
TANDEM FIXTURES MAY UTILIZE COMMON WIRES.
MECHANICAL TERMINALS OR SERVICES WEIGHING 20 POUNDS BUT NOT MORE THAN
56
POUNDS MUST HAVE TWO 12 GA. WIRES CONNECTING THEM TO THE CEILING SYSTEM
HANGERS OR THE STRUCTURE ABOVE. THESE WIRES MAY BE SLACK.
MECHANICAL TERMINALS OR SERVICES WEIGHING MORE THAN 56 POUNDS MUST BE
INDEPENDENTLY SUPPORTED DIRECTLY FROM THE STRUCTURE ABOVE. THESE WIRES
MUST BE TAUT.
FOR CEILING AREAS EXCEEDING 2,500 S.F., A SEISMIC SEPARATION JOINT OR FULL
HEIGHT WALL PARTITION THAT BREAKS THE CEILING SHALL BE PROVIDED UNLESS
ANALYSES ARE PERFORMED OF THE CEILING BRACING SYSTEM. CLOSURE ANGLES
AND PENETRATIONS TO PROVIDE SUFFICIENT CLEARANCE.
SPECIAL INSPECTIONS ARE PERIODICALLY REQUIRED TO VERIFY THAT THE CEILING
SYSTEM COMPLIES WITH THE INSTALLATION INSTRUCTIONS AND WITH THE APPROVED
CONSTRUCTION DOCUMENTS. REFER TO OWNER'S QUALITY ASSURANCE PLAN.
CONTACT LOCAL BUILDING DEPARTMENT.
FOR CEILINGS WITHOUT RIGID BRACING, SPRINKLER HEAD PENETRATIONS SHALL
HAVE A 2" OVERSIZE RING, SLEEVE OR ADAPTER THROUGH THE CEILING TILE TO
ALLOW FREE
MOVEMENT OF AT LEAST 1" IN ALL HORIZONTAL DIRECTIONS. FLEXIBLE HEAD DESIGN
THAT CAN ACCOMMODATE 1”FREE MOVEMENT SHALL BE PERMITTED AS AN
ALTERNATE.
ONE HOUR CORRIDOR NOTES:
INTERIOR OPENINGS FOR OTHER THAN DOORS OR DUCTS SHALL BE PROTECTED BY
FIXED GLAZNG LISTED AND LABELED FOR A FIRE PROTECTION RATING OF AT LEAST
THREE FOURTHS HOUR IN ACCORDANCE WITH
CBC SECTION 715.5.
PENETRATIONS IN FIRE-RESISTIVE WALLS SHALL COMPLY WITH CBCB SECTIONS 715
AND 716.
CABINETS SUCH AS RECESSED ELECTRICAL PANELS, FIRE HOSE CABINETS, AND
RECESS FIRE EXTINGUISHER CABINETS CONSTRUCTED OF STEEL ARE PERMITTED,
PROVIDED THAT THE OPENINGS ON THE FIRE RATED CORRIDOR ARE SEALED WITH
APPROVED SEALANT MATERIAL TO PREVENT THE PASSAGES OF SMOKE.
OTHER CABINETS SHOULD BE INSTALLED OR RECESSED SO THAT THERE IS NO
REDUCTION IN THE FIRE RATING OF THE WALL, OR OPENING WHICH WOULD ALLOW
SMOKE PASS. THIS WOULD MEAN THAT THE CABINET MUST BE SURROUNDED WITH
MATERIAL WHICH PROVIDES THE EQUIVALENT OF ONE-HOUR FIRE RESISTANCE.
SCALE: 1" = 1'-0"
A91DROP CEILING DETAIL
SCALE: 3" = 1'-0"
A912SUSPENDED CLNG BRACING SUPPORT
SCALE: 3" = 1'-0"
A94SUSPENDED CLNG BRACING ISOMETRIC
SCALE: 1/8" = 1'-0"
A98SUSPENDED CEILING BRACING PLAN
SCALE: 1 1/2" = 1'-0"
A97SUSPENDED CEILING WALL SUPPORT A
SCALE: 1 1/2" = 1'-0"
A911SOFFIT TRANSITION
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
C-18505NO.
REN.09/30/27
BLDG. C (E) LEVEL 212' - 11"
BLDG. C &
D
L
E
V
E
L
1
EL +0.00'
BLDG. C (E) LEVEL 2EL +12.92'BLDG.C (E) LEVEL 3EL +25.33'BLDG.C (E) ROOFEL +37.70'BLDG.C (E) BASEMENTEL -12.00'
BLDG. D L
E
V
E
L
1
EL +0.00'
BLDG. D L
E
V
E
L
2
EL +10.00
'
BLDG. D L
E
V
E
L
3
EL +19.50
'
BLDG. D LEVEL 4EL +29.50'BLDG. D LEVEL 5EL +39.50'BLDG. D LEVEL 6EL +49.50'BLDG. D PLANNING HEIGHTLIMITEL +63.40'BLDG. D ROOFEL +59.50'BLDG. C (E) ROOF H.P.(T.O.C)EL +38.83'BLDG. C ROOFTOP PATIOEL +39.33'
FOOD SERVICE EQUIPMENT BY
OTHERS
TILE WALL BASE
BLACK FRP @ EMPLOYEE SIDE OF WALL AND UNDERSIDE OF TOP
2"
CONTINUOUS 1/8" BENT PLATE COUNTER SUPPORT. ATTACH TO STUDS. PAINT BLACK,12" HIGH AT WALL, 17 1/2" WIDE UNDER COUNTER WITH TUBE STEEL
CONTINUOUS 1-1/4" x 1/8" TUBE
CONTINUOUS LED STRIP AND
CHANNEL - WALL GRAZE
1'
-
0
"
1 1/4" x 1/8" TUBE
@ 3'-0" O.C.
1' - 5 3/8"3"
11"1' - 7"
SS-100.100
SF-100.10045 DEGREE
MITER WITH
EASED EDGE
AT CORNERS
(TYP)
WALL TILE TILE WALL BASE
5/8" GYP BOARD OVER 3-5/8"
METAL STUD FRAMING. REFER TO
ARCHITECTURAL
BLACK FRP
CONTINUOUS 1/8" BENT PLATE
COUNTER SUPPORT. ATTACH TO
STUDS. PAINT BLACK,
12" HIGH AT WALL, 17" WIDE UNDER
COUNTER WITH TUBE STEEL
CONTINUOUS 1 1/4" x 1/8" TUBE
CONTINUOUS LED STRIP AND CHANNEL - WALL GRAZE
2'
-
1
0
"
1' - 5 3/8"3"
1' - 7"11"
SS-100.100
45 DEGREE MITER WITH EASED EDGE AT CORNERS (TYP)
SF-100.100
WALL TILE
2'
-
6
1
/
2
"
BS-100.100
ID5.11
1
4
3
2
15' - 7"
10
'
-
1
1
"
1'
-
7
"
11
"
8'
-
5
"
13' - 1"11"1' - 7"
2
ID10.11
3
ID10.11
2
ID10.115
ID10.116
2'
-
8
"
4'
-
2
1
/
2
"
2'
-
9
1
/
2
"
7'
-
0
"
ID10.11
7
ID10.118
CONTINUOUS STRIP LIGHT SEE
LIGHTING DRAWINGS
FINISH CEILING
1
1
/
2
"
2'
-
6
1
/
2
"
9' - 8"
7' - 0"AFF
2"
2"
2"
2"
10
1
/
4
"
9 1/4"2 1/2"
ADJUSTABLE SHELF WITH P-LAM FINISH
STAINED HARDWOOD CASEWORK FACE FRAME
FINISH TO MATCH
CASEWORK INTERIOR
FINISH TO BE P-LAM
STAINED HARDWOOD
CASEWORK FACE FRAME
FINISH TO MATCH
WD-100.100
WD-100.100
WD-100.100
CONTINUOUS STRIP LIGHT SEE LIGHTING DRAWINGS
PLYWOOD WITH STAINED
VENEER FACE
FINISH TO MATCH
PLYWOOD WITH STAINED VENEER FACE FINISH TO MATCH
WD-100.100
STAINED
HARDWOOD
CORNER
FINISH TO
MATCH
WD-100.100
1' - 3"
WD-100.100
CONTINUOUS STRIP LIGHT
SEE LIGHTING DRAWINGS
ADJUSTABLE SHELF WITH
P-LAM FINISH
FINISH CEILING
STAINED HARDWOOD
CASEWORK FACE FRAME
FINISH TO MATCH
9' - 8"
2'
-
6
1
/
2
"
1
1
/
2
"
7' - 0"AFF
CASEWORK INTERIOR
FINISH TO BE P-LAM
STAINED HARDWOOD CASEWORK FACE FRAME FINISH TO MATCH
PLYWOOD WITH STAINED
VENEER FACE
FINISH TO MATCH
WD-100.100
WD-100.100
PLYWOOD WITH STAINED VENEER FACE FINISH TO MATCH
WD-100.100
STAINED HARDWOOD CORNER FINISH TO MATCH
WD-100.100
1' - 0"
MATCH COUNTER BELOW
1' - 3"
1" = 1'-0"7 VIP BAR DIE - ELEVATION
1" = 1'-0"5 VIP BAR - SECTION
1/2" = 1'-0"1 VIP BAR- PLAN
1/2" = 1'-0"2 VIP CASEWORK - SECTION
1/2" = 1'-0"3 VIP CASEWORK - SECTION
1" = 1'-0"8 VIP CASEWORK - SECTION
1" = 1'-0"6 VIP CASEWORK - SECTION
A 3D VIEW ENLARGED VIP
1
1 1
1
1
1
2 2
ENTIRE SHEET REVISED
2 SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVEARCADIA, CA 91006
NO.DATE ISSUES & REVISIONS
06.19.25 BID SET2
HILTON ARCADIA
123 W HUNTINGTON DR.ARCADIA, CA91007
JAPANESE RESTAURANT
BUNNYFiSHs t u d i o702 241 9751
ID10.11
24-0303
27
"
M
I
N
27
"
M
I
N
11.26.25 PERMIT SET
C-18505NO.
REN.09/30/27
NOTE: CONFIRM FINISH WITH INTERIOR
DRAWINGS
11.5
D
C.4
C
ID5.10
9
EQ EQ
4' - 11"
ID10.12 2 ID10.123
HORIZONTAL WOOD SLATS ABOVE
HORIZONTAL WOOD
SLATS ABOVE
HORIZONTAL WOOD SLATS ABOVE
TYP.
ID10.12
5
ID10.125
ID10.12
6
VI
F
6'
-
0
"
1'
-
3
"
11
'
-
1
"
1'
-
3
"
18
'
-
1
1
"
1'
-
7
"
ID10.127 SIM
5
5
DC.4C
ID10.129
EXISTING STRUCTURAL
BEAM
G-100.100
OPEN TO BEYOND OPEN
WD-100.100 WD-100.100
WD-100.100
WD-100.100
WD-100.100
WD-100.100
WD-100.100
OPEN TO BEYOND
10' - 0"
0' - 0"
12' - 6"
D C.4 C
EXISTING STRUCTURAL BEAM
OPEN
G-100.100
WD-100.100
WD-100.100
WD-100.100 WD-100.100
WD-100.100
EQ
EQ
OPEN TO BEYOND OPEN TO BEYOND
9' - 0"
11' - 0"
0' - 0"
6"
3"4"3"4"3"4"3"4"3"4"3"4"3"4"3"4"3"
2'
-
4
3
/
4
"
OVER MDF.
TOTAL THICKNESSS WITH
VENEER = 3/4"
WOOD "SLAT”
FABRICATED FROM 1/2”
THICK MAPLE LUMBER
WD-100.100
WOOD BLOCKING AS REQUIRED
4' - 11"
11.5
D
3"4"3"4"3"4"3"4"3"4"3"4"3"4"3"4"3"
4' - 11"
6"
5
3
/
8
"
6"
5
3
/
8
"
6"
6"
1'
-
8
1
/
2
"
2
1
/
4
"
WOOD "SLAT” FABRICATED FROM 1/2” THICK MAPLE LUMBER
2'
-
4
3
/
4
"
12
WOOD SCREEN, 3" x 6" VERTICAL WOOD "SLATS" @ 7" O.C.
3"4"3"4"3"4"3"4"3"4"3"4"3"4"3"4"3"
4' - 11"
6"
11.5
3"4"3"4"3"4"3"4"3"4"3"4"3"4"3"4"3"
6"
1/2"2"1/2"
1/
2
"
5"
1/
2
"
BLOCKING AS REQURED
1/2" MAPLE BOX BEAM
OVER PLYWOOD. TOTAL THICKNESSS WITH VENEER = 3/4" TO MATCH ALIGN WD-100.100
6"
TY
P
ID10.1210
2'
-
3
"
2"
1'
-
1
0
"
2"
3'
-
0
"
2"
2'
-
4
1
/
2
"
2"
CONTINOUS 2"x2" (ACTUAL DIMENSION) WOOD SHIM/SLAT SUPPORT HARDWOOD MAPLE FINISH TO MATCH SLAT
9'
-
0
"
9'
-
6
"
9"1' - 0 3/8"
9" R
1'
-
0
"
PITTCON INDUSTRIES OUTSIDE
CORNER SO-LRT - 9" RADIUS
CONTINOUS LED LIGHT STRIP
3"x4" WOOD SLAT
CONTINOUS 2"x2" WOD SHIM/SLAT SUPPORT HARDWOOD MAPLE FINISH TO MATCH SLAT
EXISTING WALL TO REMAIN
1/4" = 1'-0"1 SLAT ENCLOSURE - PLAN
A SLAT ENCLOSURE - 3D VIEW
1/4" = 1'-0"2 SLAT ENCLOSURE - LEFT ELEVATION
1/4" = 1'-0"3 SLAT ENCLOSURE - RIGHT ELEVATION
1" = 1'-0"5 VERTICAL SLAT DETAIL - DOUBLE
1" = 1'-0"6 VERTICAL SLAT DETAIL @ GRID D-11.5
1" = 1'-0"7 SCREEN WALL AT BANQUETTE
1" = 1'-0"4 WOOD TRELLIS SECTION
1/2" = 1'-0"9 SLAT ENCLOSURE - TYPICAL SECTION 1/2" = 1'-0"8 SECTION @ ENTRY WALL
1" = 1'-0"10 ENTRY WALL @ CEILING
1
1
1
2
2
2
2
2
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVEARCADIA, CA 91006
NO.DATE ISSUES & REVISIONS
06.19.25 BID SET2
HILTON ARCADIA
123 W HUNTINGTON DR.ARCADIA, CA91007
JAPANESE RESTAURANT
BUNNYFiSHs t u d i o702 241 9751
ID10.12
24-0303
DETAIL B
DETAIL B
BLOCKING ATTACHED TO
METAL STUD BACKING W/
(3) #10 SMS
(2) #6 WOOD SCREW 2" PEN
EA FACE
(2) #6 WOOD SCREW 2" PEN
EA FACE @ 16" OC
#10 SMS TO METAL STUD
BACKING @ 16" OC
TYP AT BEAMAT CENTERSLATS
TYP AT CORNERSLATS
MAY NEED HANGER WIRE TO
SUPPORT LARGE SPAN ~ 6' OC
#6 WOOD SCREW AT EVERY
BOX BEAM
FASTEN SIDES OF BEAM TO
BLOCKING
12 GA WIRE
HANGER
W/3 TURNS
EA END
WIRE HANGING BRACING
METAL STUD WALL PER ARCH
W/BACKING PER STRUCT AS
REQUIRED
#6 WOOD SCREW TO
CEILING CLIPHANGER AND BRACE
CONN TO STRUCTURE
SEE DETAIL B
NOTE: CONFIRM FINISH WITH INTERIOR
DRAWINGS9"1' - 0 3/8"
9" R
1'
-
0
"
PITTCON INDUSTRIES OUTSIDE
CORNER SO-LRT - 9" RADIUS
CONTINOUS LED LIGHT STRIP
3"x4" WOOD SLAT
CONTINOUS 2"x2" WOD SHIM/SLAT SUPPORT HARDWOOD MAPLE FINISH TO MATCH SLAT
EXISTING WALL TO REMAIN
1.5"
DETAIL B
TYP ATSOFFIT
METAL STUD SOFFIT PER ARCH
W/BACKING PER STRUCT AS
REQUIRED
BLOCKING ATTACHED TO
METAL STUD BACKING
W/ (3) #10 SMS
WOOD "SLAT"
FABRICATED FROM MAPLE
VENEERED FIRE-RETARDANT
PARTICLE BOARD
WOOD "SLAT"
FABRICATED FROM MAPLE
VENEERED FIRE-RETARDANT
PARTICLE BOARD
WOOD "SLAT"
FABRICATED FROM MAPLE
VENEERED
FIRE-RETARDANT
PARTICLE BOARD
FABRICATED FROM MAPLE
VENEERED
FIRE-RETARDANT
PARTICLE BOARD
FABRICATED FROM MAPLE
VENEERED
FIRE-RETARDANT
PARTICLE BOARD
WOOD BLOCKING/FURRING SUPPORT TO BE FRTW AS
REQUIRED. CBC 603.1,1.1
OR
VOID FILLED WITH NONCOMBUSTIBLE MATERIAL. CBC
803.15.2. TYPICAL FOR ALL.
11.26.25 PERMIT SET
C-18505NO.
REN.09/30/27
H:
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SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
S100
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
08.27.25 TI PLAN CHECK (2ND)
LA21.522
STRUCTURAL NOTES AND
ABBREVIATIONS
LONG BEACH • SAN DIEGO
Project:
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTU RAL E N GI N SREE
19-0283-03
S
No.4101IS
G
E
R
OF C
TA
ST
E
R
EF
D P R O
TE
E
I
REE
N
AINRFOILA
A
ONS
L
E
N
G
I
KE N N E T H D.O'DEL
L
U R A LTSRUCTPR
O
G
R
E
S
S
-
NOT
F
O
R
P
L
A
N
REV
I
E
W
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
SYMBOLS
#POUND, NUMBER, QUANTITY
@ AT
<LESS THAN
>GREATER THAN
±PLUS OR MINUS
°DEGREE
Ø DIAMETER
ABBREVIATIONS
AB ANCHOR BOLT
ABV ABOVE
ADDL ADDITIONAL
ADH ADHESIVE
ADJ ADJACENT
ALT ALTERNATE
ALUM ALUMINUM
ANCH ANCHOR, ANCHORAGE
APPROX APPROXIMATE, APPROXIMATELY
ARCH ARCHITECT, ARCHITECTURAL
APGD AUGER PRESSURE GROUTED DISPLACEMENT
ATR ALL-THREAD ROD
BEL BELOW
BLDG BUILDING
BLKG BLOCKING, BLOCK
BM BEAM
BN BOUNDARY NAIL
BOT BOTTOM
B/O BOTTOM OF
BRG BEARING
BS BOUNDARY SCREW
BSMT BASEMENT
BTWN BETWEEN
CALCS CALCULATIONS
CANT CANTILEVER
CFRP CARBON FIBER REINFORCED POLYMER
CG CENTER OF GRAVITY
CIP CAST IN PLACE
CJ CONTROL JOINT
CL CENTERLINE
CLG CEILING
CLR CLEAR, CLEARANCE
CMU CONCRETE MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECT, CONNECTION
CONT CONTINUOUS
CJP COMPLETE JOINT PENETRATION
COORD COORDINATE
CSK COUNTERSINK, COUNTERSUNK
CTR CENTER
d PENNY (NAIL SIZE)
db BAR DIAMETER (REBAR)
DBL DOUBLE
DCW DEMAND CRITICAL WELD
DET DETAIL
DFL DOUGLAS FIR LARCH
DIA DIAMETER
DIAG DIAGONAL
DIM DIMENSION
DIR DIRECTION
DIST DISTANCE
DN DOWN
DL DEAD LOAD
DO DITTO
DWG DRAWING
(E) EXISTING
EA EACH
EBF ECCENTRIC BRACED FRAME
EF EACH FACE
ELEC ELECTRICAL
ELEV ELEVATION, ELEVATOR
EMB EMBED, EMBEDDED, EMBEDMENT
EMBED EMBED, EMBEDDED, EMBEDMENT
EN EDGE NAIL
ENGR ENGINEER
EOR ENGINEER OF RECORD
EQ EQUAL, EQUALLY
EQUIP EQUIPMENT
ES EDGE SCREW, EACH SIDE
EW EACH WAY
EXC EXCAVATE, EXCAVATION
EXP EXPANSION
EXT EXTERIOR
FDN FOUNDATION
FIN FINISH
FLNG FLANGE
FLR FLOOR
FN FIELD NAIL
F/O FACE OF
FRMG FRAMING
FS FIELD SCREW
FTG FOOTING
FTR FULLY-THREADED ROD
GA GAUGE
GALV GALVANIZE
GC GENERAL CONTRACTOR
GLB GLUED-LAMINATED BEAM
GR GRADE
GB GRADE BEAM
HD HOLDOWN
HDR HEADER
HEX HEXAGONAL
HGR HANGER
HT HEIGHT
HORIZ HORIZONTAL
HR HOUR (FIRE RATING)
I/F INSIDE FACE
ID INSIDE DIAMETER
INFO INFORMATION
INSP INSPECTION
INT INTERIOR, INTERSECTION
INV INVERT, INVERTED
IOR INSPECTOR OF RECORD
JST JOIST
JT JOINT
K KIPS (1000#)
KB3 HILTI KWIK BOLT 3 (ANCHOR)
KB-TZ2 HILTI KWIK BOLT TZ2 (ANCHOR)
KP KING POST
KSF KIPS PER SQUARE FOOT
KSI KIPS PER SQUARE INCH
ld DEVELOPMENT LENGTH
ldh HOOK DEVELOPMENT LENGTH
LL LIVE LOAD
LLH LONG LEG HORIZONTAL
LLV LONG LEG VERTICAL
LOCS LOCATIONS
LONG LONGITUDINAL
ls LAP SPLICE LENGTH
LTWT LIGHTWEIGHT
MANUF MANUFACTURER
MAX MAXIMUM
MECH MECHANICAL
MEZZ MEZZANINE
MFR MANUFACTURER
MHP MHP STRUCTURAL ENGINEERS
MID MIDDLE
MIN MINIMUM
MISC MISCELLANEOUS
(N)NEW
N/A NOT APPLICABLE
NIC NOT IN CONTRACT
NTS NOT TO SCALE
O/F OUTSIDE FACE
OC ON CENTER
OD OUTSIDE DIAMETER
OH OPPOSITE HAND
OP OPERATING
OPNG OPENING
OPP OPPOSITE
PARA PARALLEL
PERP PERPENDICULAR
PEN PENETRATION
PL PLATE, PROPERTY LINE
PLF POUNDS PER LINEAR FOOT
PLY PLYWOOD
PJP PARTIAL JOINT PENETRATION
PSF POUNDS PER SQUARE FOOT
PSI POUNDS PER SQUARE INCH
PT POST-TENSIONED (CONCRETE)
PT PRESSURE-TREATED (WOOD)
QTY QUANTITY
R RADIUS
RAD RADIUS
REF REFER TO, REFERENCE
REINF REINFORCING
REQD REQUIRE, REQUIRED
SCHED SCHEDULE
SEOR STRUCTURAL ENGINEER OF RECORD
SHTG SHEATHING
SIM SIMILAR
SIMP SIMPSON STRONG-TIE COMPANY
SMRF SPECIAL MOMENT-RESISTING FRAME
SMS SHEET METAL SCREW
SOG SLAB ON GRADE
SQ SQUARE
SS STAINLESS STEEL
STAGG STAGGER
STD STANDARD
STIFF STIFFEN, STIFFENER
STIRR STIRRUP
STL STEEL
STRUC STRUCTURAL
SW SHEAR WALL
SYM SYMMETRICAL
T&B TOP & BOTTOM
TBD TO BE DETERMINED
TEMP TEMPERATURE, TEMPORARY
THK THICK, THICKNESS
THRU THROUGH
T/O TOP OF
TRANS TRANSVERSE
TYP TYPICAL
UNO UNLESS NOTED OTHERWISE
VERT VERTICAL
VIF VERIFY IN FIELD
W/WITH
W/O WITHOUT
WP WORK POINT
WT WEIGHT
WWF WELDED WIRE FABRIC
STRUCTURAL STEEL SHAPES
Cx STANDARD CHANNEL
HSS HOLLOW STRUCTURAL SECTIONS
Lx ANGLE
MCx MISCELLANEOUS CHANNEL
Mx M SHAPES
STD PIPE STANDARD PIPE
Sx S SHAPES
WTx, STx STRUCTURAL TEES
Wx W SHAPES
X-STRG EXTRA STRONG PIPE
XX-STRG DBL EXTRA STRONG PIPE
ABBREVIATIONS:
CODES/INSTITUTIONS/ASSOCIATIONS
ACI AMERICAN CONCRETE INSTITUTE
AF&PA (NDS) AMERICAN FOREST & PAPER ASSOCIATION (NDS)
AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION
AISI AMERICAN IRON AND STEEL INSTITUTE
APA-EWA APA-ENGINEERED WOOD ASSOCIATION
ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS
ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS
AWS AMERICAN WELDING SOCIETY
CBC CALIFORNIA BUILDING CODE
CRSI CONCRETE REINFORCING STEEL INSTITUTE
DSA DIVISION OF THE STATE ARCHITECT
IBC INTERNATIONAL BUILDING CODE
NDS NATIONAL DESIGN SPECIFICATIONS
SDI STEEL DECK INSTITUTE
SJI STEEL JOIST INSTITUTE
SSMA STEEL STUD MANUFACTURERS ASSOCIATION
GENERAL STRUCTURAL NOTES:
1.DESIGN CRITERIA: THE FOLLOWING DESIGN PARAMETERS HAVE BEEN USED IN THE DESIGN OF THE STRUCTURAL, AND
WHERE APPLICABLE, NON-STRUCTURAL SYSTEMS REPRESENTED IN THESE STRUCTURAL DRAWINGS.
A.CODE OF RECORD: 2019 EDITION, CALIFORNIA BUILDING CODE
B.AUTHORITY HAVING JURISDICTION:CITY OF ARCADIA BUILDING DEPARTMENT
(REFERENCE TO THE “AUTHORITY HAVING JURISDICTION” OR “GOVERNING AGENCY” THROUGHOUT THESE STRUCTURAL
DRAWINGS SHALL BE CONSIDERED TO BE THE AUTHORITY LISTED ABOVE.)
C.BUILDING RISK CATEGORY:II
D.BUILDING C
DESIGN LOADS (VERTICAL/GRAVITY):
·ROOF:DL: 26 PSF LL: 20 PSF
·TYP FLOOR:DL: 62 PSF LL: 40 PSF (40 PSF CORRIDORS,
100 PSF STAIRS, ETC.)
THESE LOAD VALUES REPRESENT THE ANTICIPATED DEAD LOADS AND ALLOWABLE SUPERIMPOSED LIVE LOADS FOR
WHICH THE STRUCTURE HAS BEEN DESIGNED, ASSUMING THE NOTED MATERIALS STRENGTHS ARE ACHIEVED AND THE
STRUCTURE HAS BEEN FULLY ERECTED AND SECURED. MINOR ADJUSTMENTS MAY HAVE BEEN USED FOR SPECIAL
DESIGN CASES WHERE MORE REFINED VALUES ARE REQUIRED.
D.WIND DESIGN PARAMETERS:
·ULTIMATE (LFRD) DESIGN WIND SPEED (V 3 SEC. GUST):100 MPH
·WIND DIRECTIONALITY FACTOR, (KD):0.85
·EXPOSURE CATEGORY:C
·TOPOGRAPHIC FACTOR, (KZT):1.00
·GUST EFFECT FACTOR:0.85
·ENCLOSURE CLASSIFICATION:ENCLOSED
·INTERNAL PRESSURE COEFFICIENT, (GCPI):+/-0.18
·ULTIMATE DESIGN WIND PRESSURE:
§COMPONENTS AND CLADDING:
LESS THAN 10 SQ.FT.: 36 PSF
GREATER THAN 100 SQ.FT.: 28 PSF
(WIND PRESSURES FOR AREAS IN BETWEEN MAY BE LINEARLY INTERPOLATED)
F.SEISMIC DESIGN PARAMETERS:
·SEISMIC SITE CLASS:D
·SITE COEFFICIENTS, SPECTRAL ACCELERATION PARAMETERS:
§SS: 1.982g
§S1: 0.725g
·DESIGN SPECTRAL ACCELERATION PARAMETERS:
§SDS: 1.321 SXS-1N: 1.321 SXS-2N: 1.982
§SD1: 0.822 SXS-1N: 0.822 SXS-2N: 1.233
·SEISMIC IMPORTANCE FACTOR:1.00
·SEISMIC DESIGN CATEGORY:D
·RISK CATEGORY:II
2.ASTM DESIGNATIONS, ICC REPORT REFERENCES, AND ALL STANDARDS AND REFERENCED DOCUMENTS SHALL REFER TO
THE LATEST EDITIONS AND/OR AMENDMENTS AS ADOPTED BY THE CODE OF RECORD.
3.GENERAL NOTES AND TYPICAL DETAILS SHALL APPLY TO ALL PARTS OF THE PROJECT. WHERE SPECIFIC DETAILS ARE
NOT PROVIDED, THE GENERAL NOTES AND TYPICAL DETAILS SHALL GOVERN. HOWEVER, WHEN A SPECIFIC DETAIL OR
NOTE HAS BEEN PROVIDED, REFERENCED OR CALLED OUT ON PLAN, THAT DETAIL OR NOTE SHALL GOVERN FOR THE
SPECIFIC CASE. IN ADDITION, WHEN A DETAIL IS REFERENCED AS SIMILAR (SIM) TO A SPECIFIC DETAIL, OR WHEN IT CAN
BE REASONABLY INFERRED THAT A SITUATION IS SIMILAR TO A SPECIFIC DETAIL, THAT SPECIFIC DETAIL SHALL BE
ASSUMED TO APPLY UNTIL OTHERWISE DIRECTED BY THE ENGINEER OF RECORD.
4.THESE STRUCTURAL DRAWINGS ARE AN INTEGRAL PART OF, AND RELIANT ON, INFORMATION CONTAINED WITHIN THE
ENTIRE SET OF CONSTRUCTION DOCUMENTS PREPARED FOR THE PROJECT. AS SUCH, IT SHALL BE THE RESPONSIBILITY
OF THE CONTRACTOR AND SUBCONTRACTORS TO REVIEW AND COORDINATE INFORMATION CONTAINED IN THE
CIVIL/ARCH/M/E/P AND SPECIALTY CONSULTANT DRAWINGS AND SPECIFICATIONS TO ENSURE A FULL UNDERSTANDING
OF THE PROJECT REQUIREMENTS. ANY OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE
WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT
AND STRUCTURAL ENGINEER AND THE CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL
CLARIFICATION AND/OR DIRECTION HAS BEEN GIVEN.
5.PRIOR TO STARTING WORK ON THE PROJECT AND/OR ON A SPECIFIC AREA OF THE PROJECT, THE CONTRACTOR SHALL
CHECK ALL DIMENSIONS. DIMENSIONS NOT SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE COORDINATED FROM THE
ARCHITECTURAL AND OTHER CONSULTANT DRAWINGS. WHERE DIMENSIONS DIFFER BETWEEN PLANS, THE ARCHITECT
AND STRUCTURAL ENGINEER SHALL BE NOTIFIED AND THE CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED
WORK UNTIL DIRECTION HAS BEEN PROVIDED. WRITTEN DIMENSIONS SHALL GOVERN OVER SCALES SHOWN ON THE
PLANS.
6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE WORK OF ALL TRADES. THE ARCHITECTURAL AND
MEP DRAWINGS SHALL BE USED FOR THE SIZE AND LOCATION OF ALL OPENINGS (EXCEPT AS SPECIFICALLY
CONTROLLED BY THE STRUCTURAL DRAWINGS), INTERIOR NON-BEARING PARTITIONS, CONCRETE CURBS, SLOPES,
DEPRESSIONS, CHANGES IN LEVEL, FINISHES, CHAMFERS OR GROOVES, FLOOR AND ROOF DRAINS, INSERTS, SLEEVES,
PIPES, CONDUITS AND OTHER NON-STRUCTURAL ITEMS.
7.UNLESS SPECIFICALLY NOTED ON THE STRUCTURAL PLANS OR REFERENCED DETAILS, DO NOT PLACE MECHANICAL,
ELECTRICAL (INCLUDING LOW-VOLTAGE AV), AND PLUMBING (MEP) SLEEVES, PIPES, INSERTS OR CONDUIT IN OR
THROUGH STRUCTURAL MEMBERS, REGARDLESS OF MATERIAL, WITHOUT PRIOR APPROVAL AND DIRECTION BY THE
STRUCTURAL ENGINEER. EXCEPT AS SPECIFICALLY SHOWN ON PLAN, NO STRUCTURAL MEMBER (BEAM, COLUMN, SHEAR
WALL, STRUCTURAL SLAB, GRADE BEAM, BRACE, ETC.) SHALL BE CUT, DRILLED, OR NOTCHED WITHOUT PRIOR
AUTHORIZATION AND DIRECTION FROM THE STRUCTURAL ENGINEER AND AUTHORITY HAVING JURISDICTION.
8.ALL INFORMATION SHOWN ON THE DRAWINGS RELATIVE TO EXISTING CONDITIONS IS GIVEN AS THE BEST CURRENT
KNOWLEDGE BUT WITHOUT GUARANTEE OF ACCURACY. WHERE THE ACTUAL CONDITIONS VARY FROM THAT SHOWN IN
THESE DRAWINGS, THEY SHALL BE REPORTED TO THE ARCHITECT AND STRUCTURAL ENGINEER SO THAT PROPER
CLARIFICATION OR REVISION MAY BE MADE. THE CONTRACTOR SHALL NOT PROCEED WITH THE AFFECTED WORK UNTIL
CLARIFICATION AND/OR DIRECTION HAS BEEN GIVEN.
9.THE CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE AND DO NOT INDICATE THE
METHOD OR SEQUENCE OF CONSTRUCTION, UNLESS SPECIFICALLY NOTED OTHERWISE. THE CONTRACTOR SHALL
SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS,
TECHNIQUES, SEQUENCES AND PROCEDURES, INCLUDING BUT NOT LIMITED TO BRACING, SHORING, AND LAY DOWN OF
MATERIALS.
10.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE EFFECTS OF TEMPORARY CONSTRUCTION LOADING, INCLUDING
LOADING FROM EQUIPMENT SUCH AS SKIP LOADERS, SCISSOR LIFTS, ETC. AND HORIZONTAL WIND AND SEISMIC FORCES
IMPOSED DURING THE CONSTRUCTION SCHEDULE, ON ALL PORTIONS OF THE STRUCTURE, WHETHER ELEVATED OR
ON-GRADE. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR THE PATH-OF-TRAVEL FOR MOVING PERMANENT
EQUIPMENT TO ITS FINAL LOCATION, INCLUDING THE EFFECTS OF TEMPORARY LOADING AS THE EQUIPMENT IS
INSTALLED. THE CONTRACTOR MAY USE THE “DESIGN LOADS” INFORMATION PROVIDED IN NOTE #1 ABOVE WHEN
CONSIDERING TEMPORARY CONSTRUCTION LOADING CONDITIONS.
11.OBSERVATION VISITS TO THE SITE BY REPRESENTATIVES OF THE STRUCTURAL ENGINEER SHALL NOT BE DEEMED TO
INCLUDE INSPECTIONS OF THE PROTECTIVE MEASURES OR OF THE CONSTRUCTION PROCEDURES. OBSERVATION VISITS
AND CONSTRUCTION SUPPORT SERVICES ARE PROVIDED BY THE STRUCTURAL ENGINEER OR HIS/HER REPRESENTATIVE
SOLELY FOR THE PURPOSE OF ASSISTING THE OWNER IN QUALITY CONTROL AND IN ACHIEVING CONFORMANCE WITH
THE CONTRACT DOCUMENTS. THESE SUPPORT SERVICES SHALL NOT BE DEEMED TO PROVIDE A GUARANTEE OF THE
CONTRACTOR'S PERFORMANCE AND SHALL NOT BE CONSTRUCTED AS ACCEPTANCE OR SUPERVISION OF
CONSTRUCTION.
12.SUBMITTALS:
A.SHOP DRAWINGS AND SUBMITTALS, INCLUDING CONCRETE MIX DESIGNS, REQUIRED BY THE SPECIFICATIONS
AND/OR THESE DRAWINGS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW PRIOR TO
FABRICATION OR USE. A SCHEDULE FOR THE RELEASE OF SHOP DRAWINGS AND SUBMITTALS SHALL BE PREPARED
BY THE CONTRACTOR AND SUBMITTED TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO
THE FIRST SUBMITTAL. THIS SUBMITTAL SCHEDULE SHALL PROPORTION THE NUMBER OF SHOP DRAWINGS TO BE
REVIEWED IN EACH SUBMITTAL TO ALLOW SUFFICIENT TIME AS DEEMED REASONABLE IN THE PROFESSIONAL
JUDGMENT OF THE ARCHITECT AND STRUCTURAL ENGINEER TO PERMIT ADEQUATE REVIEW. MHP WILL
COORDINATE WITH THE ARCHITECT AND/OR CONTRACTOR TO ENSURE THAT THE SUBMITTAL SCHEDULE
PRIORITIZES THE REVIEW IN A MANNER CONSISTENT WITH THE ANTICIPATED CONSTRUCTION SEQUENCE. SHOP
DRAWINGS AND SUBMITTALS SHALL REFERENCE THE LATEST REVISION OF EACH STRUCTURAL DESIGN DRAWING
USED FROM WHICH TO DETAIL. SHOP DRAWINGS AND/OR SUBMITTALS THAT DO NOT IDENTIFY THE LATEST
REVISION OF THE STRUCTURAL DRAWINGS AND/OR DO NOT REFERENCE THE AGENCY APPROVED CONSTRUCTION
DOCUMENTS SHALL BE RETURNED FOR THE DETAILER TO UPDATE AND RESUBMIT. PARTIALLY COMPLETE SHOP
DRAWINGS AND SHOP DRAWINGS COMPLETED WITHOUT INCORPORATING THE INFORMATION PROVIDED IN
RESPONSE TO REQUESTS FOR INFORMATION (RFI/RFC) MAY BE RETURNED (AT MHP'S SOLE DISCRETION) FOR
UPDATING IF IT IS DETERMINED THAT SUCH INFORMATION WAS PROVIDED IN A TIMELY MANNER PRIOR TO THE
RELEASE OF THE SHOP DRAWING SUBMITTAL. IF A SUBMITTAL MUST BE REVISED, IT SHALL IDENTIFY EACH REVISION
AND/OR ADDITION TO EACH SHOP DRAWING BY CLOUDING OR OTHER MEANS.
B.SUBMITTALS, INCLUDING SHOP DRAWINGS, DEFERRED APPROVAL ITEMS, AND RFI/RFCS, WILL NOT BE ACCEPTED BY
MHP DIRECTLY FROM THE PROJECT SUB-CONTRACTORS. SUBMITTALS WILL BE ACCEPTED FROM THE OWNER'S
AUTHORIZED CONTRACT ADMINISTRATOR (I.E. GENERAL CONTRACTOR, CONSTRUCTION MANAGER, OR ARCHITECT)
ONLY AFTER THEY HAVE BEEN CONFIRMED TO COMPLY WITH CONTRACT SUBMITTAL REQUIREMENTS AND THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS. THE OWNER'S AUTHORIZED CONTRACT ADMINISTRATOR SHALL
COORDINATE AND VERIFY COMPLIANCE WITH THE REQUIREMENTS OF THE PROJECT SPECIFICATIONS REGARDING
DISTRIBUTION OF THE SUBMITTALS TO AND THROUGH THE ARCHITECT'S OFFICE.
C.SUBMITTALS FOR DEFERRED APPROVAL ITEMS, SUCH AS (BUT NOT LIMITED TO) ELEVATORS AND CURTAIN WALLS,
SHALL INCLUDE CALCULATIONS, DETAILED PLANS AND SPECIFICATIONS FOR ALL ELEMENTS OF THE DEFERRED
SYSTEM INCLUDING, BUT NOT LIMITED TO, MEMBERS, SUPPORTING BRACKETS OR ATTACHMENTS, AND
ANCHORAGE. DEFERRED APPROVAL ITEM SUBMITTALS SHALL BE ISSUED TO THE ARCHITECT AND STRUCTURAL
ENGINEER OF RECORD FOR REVIEW AND VERIFICATION THAT THE PROPOSED SYSTEM DOES NOT NEGATIVELY
IMPACT NOR SUBSTANTIALLY CHANGE THE STRUCTURAL LOADS AND SUPPORT CONDITIONS FOR WHICH THE BASE
STRUCTURE WAS DESIGNED WITH ADEQUATE TIME TO ALLOW ANY REQUIRED CHANGES TO BE MADE BEFORE
FORMAL SUBMITTAL TO THE GOVERNING AGENCY. FOLLOWING VERIFICATION BY THE SEOR AND ARCHITECT, THE
MANUFACTURER OR CONTRACTOR SHALL SUBMIT THE CALCULATIONS, DETAILED PLANS, AND SPECIFICATIONS,
STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE PROJECT STATE, TO THE GOVERNING
AGENCY FOR APPROVAL. INSTALLATION OF DEFERRED ITEM ELEMENTS, SUCH AS GUIDE RAILS, MULLIONS,
SUPPORTING BRACKETS, AND/OR ITEMS CONTINGENT ON THE DEFERRED SUBMITTAL SHALL NOT BE STARTED
UNTIL THE DETAILED PLANS AND SPECIFICATIONS HAVE BEEN APPROVED BY THE GOVERNING AGENCY.
D.WHEN THE ALLOWANCE FOR SUBSTITUTION OF A SPECIFIED MATERIAL OR PRODUCT DESIGNATION IS IMPLIED
WITHIN THE CONSTRUCTION DOCUMENTS BY THE USE OF THE WORDS “ACCEPTED ALTERNATES”, “ALTERNATIVE
PRODUCTS/SUPPLIERS”, ETC. OR “OR APPROVED EQUAL”, A FORMAL SUBSTITUTION REQUEST SHALL BE SUBMITTED
BY THE GENERAL CONTRACTOR. THE FORMAL SUBSTITUTION REQUEST SHALL CLEARLY IDENTIFY THE ORIGINAL
PRODUCT AND THE REQUESTED SUBSTITUTE PRODUCT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR
VERIFYING THAT THE REQUESTED SUBSTITUTION IS “EQUAL” TO, OR BETTER THAN, THE ORIGINAL PRODUCT FOR
ALL CONSIDERATIONS SUCH AS, BUT NOT NECESSARILY LIMITED TO, STRENGTH, PERFORMANCE, AND
INSTALLATION VARIABLES, INCLUDING SCHEDULE. SUCH VERIFICATION SHALL BE CLEARLY OUTLINED IN THE
FORMAL SUBMITTAL AS A TABULAR COMPARISON BETWEEN THE ORIGINAL PRODUCT CRITERIA AND THE
REQUESTED SUBSTITUTE'S PRODUCT CRITERIA. APPROVAL OF THE SUBSTITUTION REQUEST SHALL BE OBTAINED
FROM THE ARCHITECT, STRUCTURAL ENGINEER OF RECORD AND, IF NECESSARY, THE GOVERNING AGENCY, PRIOR
TO FABRICATION OR INSTALLATION OF THE SUBSTITUTED MATERIAL OR PRODUCT.
SYMBOL DESCRIPTION
PLAN SYMBOLS - BLDG C
STEP IN FOOTING PER 8 S4.1SS
F1 FOOTING PER FOOTING SCHEDULE
APPROXIMATE LOCATION OF SLEEVE FOR PIPES/
CONDUIT ACROSS FOOTING PER PLUMBING,
ELECTRICAL OR MECHANICAL PER 4 S4.1
C1
CONCRETE OR STEEL COLUMN STARTING AT THIS LEVEL
PER COLUMN SCHEDULE. WHERE NO COLUMN TYPE IS
INDICATED, COLUMN CONTINUES FROM LEVEL BELOW.
CJ SLAB CONSTRUCTION/ CONTROL JOINT
TOP OF FOOTING ELEVATION AT NOTED LOCATION
-6"STEP IN SLAB ELEVATION, DIMENSION AS INDICATED ON
PLAN OR DETAIL
TOF
-1'-0"
SLV
GB1 GRADE BEAM PER GRADE BEAM SCHEDULE
W12x25 BEAM SIZE AND SPAN
STEEL BEAM (NON-MOMENT-FRAME) MOMENT
CONNECTION PER 8 S5.1 AND 16 S5.1
OPENINGS IN FLOOR OR ROOF PER ARCHITECTURAL
OR MECHANICAL DRAWINGS PER 6 S4.3 AND
13 S6.1
MECHANICAL UNIT ABOVE FRAMING (SOLID) OR BELOW
FRAMING (DASHED) PER MECHANICAL DRAWINGS
TOP OF STEEL
TOS
21'-0"
DIAGONAL BRACING AT THIS LEVEL
DIAGONAL BRACING BELOW THIS LEVEL
C1
BOTTOM OF FOOTING ELEVATION AT NOTED LOCATION
BOF
-1'-0"
DIMENSION OF MID-SPAN CAMBER(C=1 1/2")
[-3"]ELEVATION OF T/O BEAM ABOVE OR BELOW TYPICAL
T/O FRAMING ELEVATION
[18]
NUMBER OF COMPOSITE BEAM SHEAR STUDS EQUALLY
SPACED ALONG BEAM SPAN WHEN OTHER THAN
REQUIRED PER PLAN NOTES
STEEL BEAM (NON-MOMENT-FRAME) MOMENT
CONNECTION PER 8 S5.1 AND 16 S5.1
(2)-BOLT ROWS STEEL DRAG BEAM CONNECTION
ROOF/FLOOR INFILL OR ADDITION
INDICATES DURAFUSE CONNECTION PER
CS8.1 THRU CS8.3
SHEAR WALL PANEL, HOLDOWN TYPE, AND
MINIMUM LENGTH AT THIS LEVEL PER TYPICAL
SHEAR WALL ELEVATION ("A" STAND FOR
SUREBOARD SHEATHING FASTENING SCHEDULE
SEE DETAIL A ON SHEET CS5.3
A
10'
STEEL STUDS:
1.ALL LIGHT GAUGE FRAMING MEMBERS, INCLUDING BUT NOT LIMITED TO, STUDS, TRACKS, BRIDGING, HEADERS AND
BRACING OF THE TYPE AND SIZE SHOWN ON THE PLANS AND SPECIFICATIONS SHALL CONFORM TO STEEL STUD
MANUFACTURER'S ASSOCIATION (SSMA, ESR-3064P).
A.MEMBER DESIGNATION SHALL BE AS FOLLOWS:
EXAMPLE:
600S162-54 = 6" STUD WITH 1 5/8" FLANGE, THICKNESS OF 54 MILS (16 GAUGE).
B.MATERIAL THICKNESS SHALL BE IN ACCORDANCE WITH THE FOLLOWING:
C.STUD AND JOIST SECTIONS SHALL HAVE THE FOLLOWING FLANGE TIP STIFFENERS (STIFFENING LIP LENGTH):
2.ALL 12, 14 AND 16 GAUGE COMPONENTS SHALL BE MADE FROM COLD-FORMED SHEET OR STRIP STEEL CONFORMING TO
ASTM A1003 GRADE 50 OR HOT ROLLED STEEL CONFORMING TO ASTM A1011 GRADE 50, AND ALL 18 GAUGE AND LIGHTER
COMPONENTS SHALL BE MADE FROM COLD-FORMED SHEET OR STRIP STEEL CONFORMING TO ASTM A1003 GRADE 33.
3.STRUCTURAL STEEL FRAMING COMPONENTS SHALL BE CUT SQUARELY OR AS REQUIRED TO FIT NEATLY AGAINST
ABUTTING MEMBERS. MEMBERS SHALL BE HELD FIRMLY IN PLACE UNTIL PROPERLY FASTENED.
4.SPLICES IN AXIAL LOADED (I.E. LOAD BEARING) STUDS SHALL NOT BE PERMITTED.
5.ALL STEEL TRACKS SHALL BE OF SAME GAGE AS STUDS WITH A MINIMUM 1 1/2” FLANGE, UNLESS NOTED OTHERWISE.
6.ALL STEEL STUDS SHALL HAVE A MINIMUM 1 5/8" FLANGE, UNLESS NOTED OTHERWISE.
7.PROVIDE APPROVED COVERINGS ON EACH SIDE OF STUDS AND JOISTS, OR PROVIDE ADEQUATE BRACING OR BLOCKING
AT @ 4'-0"OC PER MANUFACTURER'S INSTRUCTIONS.
8.ALL SHEET METAL SCREWS SHALL COMPLY WITH ASTM C 1513-10, ASME B18.6.4-98 (R2005) AND ICC ES AC 118.
PENETRATION OF SCREWS THROUGH JOINED MATERIAL SHALL NOT BE LESS THAN THREE EXPOSED THREADS.
9.PROVIDE THE FOLLOWING MINIMUM CONNECTIONS, UNLESS NOTED OTHERWISE ON PLAN OR DETAIL:
A.ALL STUD TO STUD OR BULKHEAD STUD TO CEILING TRACK CONNECTION SHALL HAVE A MINIMUM OF FOUR (4) #10
SHEET METAL SCREWS, UNLESS NOTED OTHERWISE.
B.ALL DIAGONAL STUD BRACE CONNECTIONS SHALL HAVE A MINIMUM OF FIVE (5) #10 SHEET METAL SCREWS TO EACH
STUD, UNLESS NOTED OTHERWISE.
C.ALL STUD TO FLOOR TRACK CONNECTIONS SHALL HAVE A MINIMUM OF TWO (2) #10 SHEET METAL SCREWS TO EACH
STUD, UNLESS NOTED OTHERWISE.
D.RUNNER TRACK TO CONCRETE OR CONCRETE MASONRY SHALL HAVE TWO (2) HILTI X-U (1 1/2" MIN EMBEDMENT) @
16"OC (ESR-2269), UNLESS NOTED OTHERWISE.
E.RUNNER TRACK TO STEEL FRAMING SHALL HAVE 1/8" X2" LONG FILLET WELDS @ 6"OC, UNLESS NOTED OTHERWISE.
F.ALL DOUBLE STUDS SHALL BE BACK-TO-BACK AND HAVE TWO (2) ROWS OF #10 SHEET METAL SCREWS @ 12"OC,
UNLESS NOTED OTHERWISE. ROWS SHALL BE LOCATED 1 1/4" FROM EACH FLANGE.
10.ALL LIGHT GAGE WELDING SHALL BE DONE BY ELECTRIC ARC PROCESS WITH E70XX ELECTRODES.
MATERIAL THICKNESS
DESIGNATION MINIMUM THICKNESS GAUGE
33 .0346 20
43 .0451 18
54 .0566 16
68 .0713 14
97 .1017 12
MEMBER DEPTH IN 100TH'S OF AN INCH
FLANGE WIDTH IN 100TH'S OF AN INCH
MEMBER DESIGNATION (S=STUD OR JOIST, T=TRACK)
MATERIAL THICKNESS IN MILS
S600 -162 54
STIFFENER TABLE
SECTION FLANGE LENGTH LIP LENGTH
S125 1 1/4"3/16"
S137 1 3/8"3/8"
S162 1 5/8"1/2"
S200 2"5/8"
S250 2 1/2"5/8"
POWDER DRIVEN FASTENERS (SHOT PINS):
1.SHOT PINS SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT AND
SHALL BE INSTALLED BY PERSONNEL TRAINED TO INSTALL THE TYPE OF SHOT PIN BEING INSTALLED.
2.SHOT PINS SHALL BE USED AT INTERIOR CONDITIONS ONLY AND SHALL BE 0.157ӯ HILTI X-U UNIVERSAL FASTENERS (OR
APPROVED EQUAL) CONFORMING TO ICC ESR-2269 UNLESS NOTED OTHERWISE. SPACING OF SHOT PINS IN CONCRETE
SHALL BE A MINIMUM OF 4 INCHES ON CENTER AND SHALL HAVE A MINIMUM CONCRETE EDGE DISTANCE OF 3”. SPACING
OF SHOT PINS INTO STRUCTURAL STEEL SHALL HAVE A MINIMUM SPACING OF 1 INCH AND A MINIMUM BASE STEEL EDGE
DISTANCE OF 1/2”. FOR PROJECTS WITH GOVERNING AGENCY OTHER THAN DSA, THIS NOTE ALSO APPLIES TO SHOTPINS
IN SOLID GROUTED MASONRY.
3.SHOT PINS ATTACHING TREATED WOOD SILL PLATES TO CONCRETE INCLUDING AT EXTERIOR WALLS PROTECTED BY AN
EXTERIOR WALL ENVELOPE (NON-SHEAR WALL APPLICATIONS) SHALL BE 0.145ӯ HILTI X-CP 72 SILL PLATE FASTENERS
MECHANICALLY GALVANIZED PER ASTM B695 TYPE 1, MINIMUM CLASS 55 AND SHALL CONFORM TO ICC ESR-2379, (OR
APPROVED EQUAL). SHOT PINS SHALL BE INSTALLED THROUGH A WASHER AND 2X SILL PLATE ONLY AND SHALL HAVE A
MINIMUM EDGE DISTANCE IN CONCRETE OF 1 3/4”. CONCRETE SHALL BE A MINIMUM OF 4 1/2” THICK. WHERE DSA OR
OSHPD IS THE GOVERNING AGENCY, SHOT PINS MAY NOT BE USED IN CONCRETE CURBS.
4.SHOT PINS IN STEEL SHALL BE DRIVEN TO WHERE THE POINT PENETRATES THROUGH THE BASE STEEL, EXCEPT FOR
BASE STEEL GREATER THAN 3/4” THICK, POINT PENETRATION SHALL BE A MINIMUM OF 1/2”. SHOT PINS SHALL NOT BE
DRIVEN THROUGH STRUCTURAL STEEL INTO LIGHT GAUGE STEEL MATERIAL.
5.SHOT PINS IN CONCRETE SHALL HAVE A MINIMUM EMBEDMENT OF 1”, UNLESS NOTED ON SECTION OR DETAIL. BUT NOT
GREATER THAN THAT SPECIFIED ON PLAN. FOR PROJECTS WITH GOVERNING AGENCY OTHER THAN DSA, THIS NOTE
ALSO APPLIES TO SHOTPINS IN SOLID GROUTED MASONRY.
6.SHOTPINS IN CONCRETE MAY SUPPORT A MAXIMUM OF 90# SERVICE LOAD FROM ACOUSTIC TILE CEILING, MINOR
DUCTWORK, CONDUIT, ETC.; HOWEVER, WHERE DSA IS THE GOVERNING AGENCY, SHOTPINS MAY NOT BE USED TO
SUPPORT SEISMIC LOADS FROM ACOUSTIC TILE CEILING BRACING WIRES.
7.SEE SPECIAL INSPECTIONS AND TESTING NOTES FOR INSPECTION AND TESTING REQUIREMENTS.
POST-INSTALLED ANCHORS:
1.POST INSTALLED ANCHOR NOTES IN THIS SECTION SHALL APPLY TO ALL ANCHORS (INCLUDING THREADED ROD OR
REINFORCING BARS) INSTALLED INTO HARDENED CONCRETE OR MASONRY EXCEPT FOR POWDER DRIVEN FASTENERS,
AS APPLICABLE, SEE POWDER DRIVEN FASTENER GENERAL NOTES FOR MORE INFORMATION.
2.INSTALLATION SHALL CONFORM TO THE MANUFACTURER'S INSTRUCTIONS AND THE APPLICABLE EVALUATION REPORT
AND SHALL BE INSTALLED BY PERSONNEL TRAINED TO INSTALL THE TYPE OF POST-INSTALLED ANCHOR BEING
INSTALLED.
3.LOCATE EXISTING REINFORCING BY NON-DESTRUCTIVE METHODS PRIOR TO DRILLING. EXISTING REINFORCING SHALL
NOT BE CUT OR DAMAGED.
4.CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF F'C = 2500 PSI, BE A MINIMUM OF 21 DAYS OLD AND
HAVE A MINIMUM TEMPERATURE OF 50 DEGREES FAHRENHEIT WHEN DRILLING OCCURS.
5.HOLES FOR INSTALLATION OF THE POST-INSTALLED ANCHOR SHALL BE DRILLED USING A DRILL THAT HAS A
CARBIDE-TIPPED BIT THAT COMPLIES WITH ANSI B212.15. A REBAR CUTTING DRILL BIT IS NOT ALLOWED.
6.CONTRACTOR SHALL USE APPROPRIATE EQUIPMENT AND METHODS AS REQUIRED TO PROVIDE DRILLED HOLES FOR
POST-INSTALLED ANCHORS IN ACCORDANCE WITH APPLICABLE STANDARDS, MANUFACTURER'S RECOMMENDATIONS,
AND QUALIFYING (ICC) TEST REPORTS. CARE SHALL BE TAKEN TO PREVENT OVERSIZING, OVALING, AND/OR BLOW-OUT
THROUGH THE BACK FACE OF THE DRILLED MEMBER. IF OVERSIZING, OVALING, AND/OR BLOW-OUT OCCURS, THE
EMPLOYED EQUIPMENT AND METHODS SHALL BE DISCONTINUED. ADDITIONAL DRILLING SHALL NOT BE RESUMED UNTIL
THE SEOR HAS PROVIDED APPROVED REPAIR PROCEDURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COST
OF ALL SUCH REPAIRS. WHEN RESUMING DRILLING, THE CONTRACTOR SHALL MODIFY THE PROCEDURES AS NECESSARY
TO PREVENT FURTHER DAMAGE.
7.HOLES SHALL BE CLEANED OF DUST AND DEBRIS, USING A WIRE BRUSH AND COMPRESSED AIR OR MANUFACTURER'S
BLOW-OUT BULB (AS PER MANUFACTURER'S RECOMMENDATIONS) AS REQUIRED TO REMOVE PARTICULATE DEBRIS AND
TO ACHIEVE A RELATIVELY DUST-FREE SURFACE.
8.OIL, SCALE, AND RUST SHALL BE REMOVED FROM THE POST-INSTALLED ANCHOR AND HOLES SHALL BE DRY, PRIOR TO
INSTALLATION.
9.CONCRETE SHALL HAVE ATTAINED THE SPECIFIED COMPRESSIVE STRENGTH NOTED ON THESE DRAWINGS PRIOR TO
INSTALLATION OF ANCHORS.
10.POST-INSTALLED EMBEDMENT DEPTHS NOTED ON THE PLANS OR DETAILS ARE NOMINAL (I.E. MEASURED FROM FACE OF
CONCRETE OR MASONRY TO EMBEDDED TIP OF ANCHOR/REBAR). FOR CORRESPONDING HOLE DEPTH, REFER TO
APPLICABLE EVALUATION REPORT.
11.ANCHORS IN APPROVED ADHESIVE ANCHOR SYSTEMS SHALL HAVE MINIMUM Fy = 36 KSI AND SHALL BE ZINC
ELECTROPLATED OR HOT-DIP GALVANIZED AS REQUIRED PER ESR.
12.APPROVED ADHESIVE ANCHOR SYSTEMS AND EVALUATION REPORTS ARE AS FOLLOWS:
A.CONCRETE:
§HILTI HIT-RE 500 V3 ESR-3814
§HILTI HIT-HY 200 V3 ESR-4868
§DEWALT PURE 110+ESR-3298
§DEWALT AC200+ESR-4027
§SIMPSON SET-3G ESR-4057
B.HORIZONTAL SLAB-ON-GRADE DOWELS:
§HILTI HIT-RE 100 ESR-3829
§HILTI HIT-HY 100 ESR-3574
§DEWALT PURE 50+ESR-3576
12.WHERE NOTED ON SPECIFIC DETAILS, INSTALLATION OF ADHESIVE ANCHORS SHALL BE BY PERSONNEL CERTIFIED BY AN
APPLICABLE CERTIFICATION PROGRAM PER ACI 318 SECTION 17.8.2.2. CERTIFICATION SHALL INCLUDE WRITTEN AND
PERFORMANCE TESTS IN ACCORDANCE WITH ACI/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM.
CERTIFICATION DOCUMENTS SHALL BE SUBMITTED TO THE SEOR AND AHJ FOR REVIEW AND ACCEPTANCE PRIOR TO
INSTALLATION.
13.ALL EXPANSION ANCHORS SHALL BE INSTALLED WITH THE REQUIRED TORQUE AS NOTED IN THE APPLICABLE
EVALUATION REPORT. APPROVED EXPANSION ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS:
A.CONCRETE NOT EXPOSED TO WEATHER:
§HILTI KWIK BOLT-TZ2 ANCHORS ESR-4266
§DEWALT POWER-STUD+ SD2 ESR-2502
§SIMPSON STRONG-TIE STRONG-BOLT 2
WEDGE ANCHOR ESR-3037
B.CONCRETE EXPOSED TO WEATHER:
§STAINLESS STEEL HILTI KWIK BOLT-TZ2
ANCHORS ESR-4266
§DEWALT POWER-STUD+ SD4 OR SD6 ESR-2502
§STAINLESS STEEL SIMPSON STRONG-TIE
STRONG-BOLT 2 WEDGE ANCHOR ESR-3037
14.EXPANSION ANCHORS SHALL BE INSTALLED WITH THE MINIMUM TORQUE USING A CALIBRATED TORQUE WRENCH.
EXPANSION ANCHORS MUST ATTAIN THE SPECIFIED TORQUE WITHIN ONE HALF TURN OF THE NUT, EXCEPT 1/4” AND 3/8”
DIAMETER EXPANSION ANCHORS MUST ATTAIN SPECIFIED TORQUE WITHIN ONE QUARTER TURN OF THE NUT.
15.ALL SCREW ANCHORS SHALL BE INSTALLED WITH THE REQUIRED TORQUE AS NOTED IN THE APPLICABLE EVALUATION
REPORT. APPROVED SCREW ANCHORS AND EVALUATION REPORTS ARE AS FOLLOWS:
A.CONCRETE:
§HILTI KH-EZ OR KH-EZ P ANCHORS ESR-3027
§DEWALT SCREW-BOLT+ESR-3889
§DEWALT ULTRACON+ESR-3068
§SIMPSON TITEN HD ESR-2713
§ITW RED HEAD TAPCON+ESR-3699
16.SEE SPECIAL INSPECTION AND TESTING NOTES FOR INSPECTION REQUIREMENTS.
S
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Signed:
11/25/2025
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SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
S200R
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
08.27.25 TI PLAN CHECK (2ND)
LA21.522
FOR REFERENCE ONLY
LONG BEACH • SAN DIEGO
Project:
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTU RAL E N GI N SREE
19-0283-03
S
No.4101IS
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OF C
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AINRFOILA
A
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U R A LTSRUCTPR
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-
NOT
F
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REV
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10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
SCALE:S200R
FOR REFERENCE ONLY A
NONE
S
No.4101IS
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OF C
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D P R O
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U R A LTSRUCT
Signed:
11/25/2025
UNPUNCHED STEEL TRACK
(TOP OR BOTTOM, HEADER OR
SILL) PER PLAN (GA EQUAL OR
GREATER THAN STUD GA)
#10 SMS EA
SIDE, EA STUD
STUD ENDS TO BEAR
ON TRACK WEB
NOTE:
STUD TO TRACK CONNECTION
SCREWS ALTHOUGH REQUIRED,
MAY NOT BE SHOWN ON OTHER
DETAILS FOR CLARITY.
STEEL STUDS
PER PLAN OR
FRAMING ELEV
1
1
/
2
"
MI
N
SCALE:S600
TYPICAL STEEL STUD TO TRACK CONNECTION 3
NONE
UNPUNCHED STEEL TRACK
(TOP OR BOTTOM, HEADER OR
SILL) PER PLAN (GA EQUAL OR
GREATER THAN STUD GA)
#10 SMS EA SIDE,
EA STUD
STEEL STUDS PER PLAN
OR FRAMING ELEV
STUD ENDS TO BEAR
ON TRACK WEB
WELD (EA SIDE)
PER APPLICABLE
DETAIL, TYP
ADDL STEEL
STUDS AS OCCUR
1
1
/
2
"
MI
N
SCALE:S600
TYPICAL MULTIPLE
STEEL STUDS TO TRACK CONNECTION 4
NONE
NOTE:
STUD TO TRACK CONNECTION
SCREWS ALTHOUGH REQUIRED,
MAY NOT BE SHOWN ON OTHER
DETAILS FOR CLARITY.
#10 SMS EA
SIDE, TYP
TYP STEEL TRACK
PER PLAN
TYP STEEL
TRACK PER PLAN
TYP STEEL TRACK
PER PLAN
#10 SMS @ 24"OC,
STUD TO STUD
#10 SMS EA
SIDE, TYP
TYP STEEL
TRACK PER PLAN
SCALE:S600
TYPICAL STEEL STUDS AT CORNER 5
NONE
EQ
EQ
EQ EQ
TYP STEEL STUD PER PLAN
OR FRAMING ELEV, TYP3"
MAX
#10 SMS @
24"OC, STUD
TO STUD, TYP
EQ EQ
TYP STEEL STUD PER PLAN
OR FRAMING ELEV, TYP
TYP STEEL
TRACK PER PLAN
EQ
EQ
3"
M
A
X
F
R
O
M
EN
D
O
F
T
R
A
C
K
WH
E
R
E
O
C
C
U
R
S
ANCHOR PER TYPICAL
BOTTOM TRACK ANCHORAGE
STUD WALL DETAILS, TYP
ANCHOR PER TYPICAL
BOTTOM TRACK ANCHORAGE
STUD WALL DETAILS, TYP
3"
M
A
X
F
R
O
M
EN
D
O
F
T
R
A
C
K
WH
E
R
E
O
C
C
U
R
S
#10 SMS EA
SIDE, TYP
TYP STEEL TRACK
PER PLAN
#10 SMS @
24"OC, STUD
TO STUD, TYP
TYP STEEL TRACK
PER PLAN
#10 SMS @ 24"OC,
STUD TO STUD, TYP
TYP STEEL STUD PER PLAN
OR FRAMING ELEV, TYP
#10 SMS EA
SIDE, TYP
TYP STEEL
TRACK PER PLAN
TYP STEEL
TRACK PER PLAN
EQ EQ
EQ
EQ
ANCHOR PER TYPICAL
BOTTOM TRACK ANCHORAGE
STUD WALL DETAILS, TYP
EQ
EQ
EQ EQ
ANCHOR PER TYPICAL
BOTTOM TRACK ANCHORAGE
STUD WALL DETAILS, TYP
SCALE:S600
TYPICAL STEEL STUDS AT INTERSECTION 6
NONE
TYP STEEL STUD PER PLAN
OR FRAMING ELEV, TYP
3"
M
A
X
F
R
O
M
EN
D
O
F
T
R
A
C
K
WH
E
R
E
O
C
C
U
R
S
3"
M
A
X
F
R
O
M
EN
D
O
F
T
R
A
C
K
WH
E
R
E
O
C
C
U
R
S
SCALE:S600
TYPICAL STEEL TRACK BACKING 8
NONE
1"
MIN
TYP
600T200-54 (6" x16GA MIN)
BACKING (RUN PAST 3 STUDS
MIN AND AT LEAST 1 STUD EA
SIDE OF CONNECTION POINT),
COPE FLANGES AT STUDS
(3)-#10 SMS
AT EA STUD
CONNECTION POINT (SMS,
UNO) PER APPLICABLE DETAIL
(LOCS VARY PER CONFIG OF
ATTACHED ACCESSORIES) -
ONLY ONE CONN POINT
ALLOWED BTWN EA STUD
STEEL STUD PER
PLAN OR FRAMING
ELEV, TYP
NOTE:
DO NOT CUT OR NOTCH
BACKING EXCEPT AS SHOWN.
6"
M
I
N
SCALE:S600
TYPICAL FURRING CONNECTION
TO NON-BEARING STEEL STUD WALL 9
NONE
PLAN VIEW
NOTE:
CONNECT FURRING TRACK TO
STUD TRACK AT SILLS AND
HEADERS, AND STUD TO STUD
AT JAMBS W/ #10 SMS @ 24"OC.
FINISH PER ARCH
FURRING STUD (MIN
FLANGE WIDTH = 1 5/8")
FINISH PER ARCH
EXTERIOR OR INTERIOR
NON-BEARING STUD
#10 SMS @ 24"OC
STEEL STUD BRIDGING
PER 7 S600 TYP
SCALE:S600
TYPICAL STEEL STUD BLOCKING 10
NONE
COPE AS REQD & BEND
WEB FLUSH UP WEB 2",
TYP EA END
STEEL JOIST
OR STUD PER
PLAN, TYP
(2)-#10 SMS EA END,
BLK TO JOIST, TYP
FULL HT/ DEPTH BLOCKING
PER APPLICABLE DETAIL
NOTE:
WHERE SHOT PIN IS LESS THAN 3" FROM EDGE OF CONCRETE SLAB, OR WHERE STUD TRACK SITS ON A
CONCRETE CURB (6" WIDE OR LESS), PROVIDE 3/8"Ø SCREW ANCHOR (2 1/2" EMBED, 1 1/2" MINIMUM EDGE
DISTANCE) PER POST-INSTALLED GENERAL NOTES INTO STRUCTURAL CONCRETE IN LIEU OF SHOT PINS
(ONE-FOR-ONE SUBSTITUTION).
1.WHERE STUD TRACK SITS ON NON-STRUCTURAL FLOOR MATERIAL SUCH AS TILE, TERRAZZO, ETC.,
PROVIDE SCREW ANCHORS PER NOTE 1.
STEEL STUD TO
TRACK CONN
PER 4 S600 2"
MAX
STEEL STUD TO
TRACK CONN
PER 3 S600 TYP
STRUCTURAL
FLOOR PER
PLAN
MULTIPLE STEEL
STUD PER PLAN OR
FRAMING ELEV
STEEL TRACK
PER PLAN OR
FRAMING ELEV
STEEL STUD
PER PLAN OR
FRAMING ELEV
(3)-SHOT PINS CTRD
ON TRACK WIDTH
& JAMB, UNO
PLACE ALL SHOT
PINS ON ONE SIDE
AT DOOR JAMB
CONDITION B
TYPICAL AT MULTIPLE STUDS
CONDITION A
TYPICAL AT SINGLE STUDS & STUDS
WITH STEEL BACKING
SHOT PINS 8" FROM ENDS &
@ 24"OC MAX, TYP EXCEPT @
10"OC WHERE STEEL STUD
BACKING OCCURS (CTR SHOT
PINS ON TRACK WIDTH), 3 SHOT
PINS MIN PER TRACK, TYP
4"
TYP
SCALE:S600
TYPICAL BOTTOM TRACK
ANCHORAGE AT INTERIOR STEEL STUDS 1
NONE
CLIP ANGLE TO MATCH GA OF
STUDS W/ (2)-#10 SCREWS TO
BRIDGING CHANNEL AND STUDS
STEEL STUD PER PLAN
OR FRAMING ELEV
1 1/2" HORIZ CHANNEL
BRIDGING, GAUGE TO
MATCH STEEL STUD
GAUGEST
E
E
L
S
T
U
D
B
R
I
D
G
I
N
G
@
4
'
-
0
"
O
C
M
A
X
NOTE:
UNLESS NOTED OTHERWISE ON PLAN, STEEL STUD BRIDGING
SHALL BE INSTALLED WHERE SHEATHING DOES NOT OCCUR ON
BOTH SIDES OF THE STUD FOR FULL HEIGHT OF STUD. WHERE
SHEATHING OR FINISH IS DISCONTINUED, BRIDGING IS REQUIRED.
PLAN VIEW
1/16 1/2
AT CONTRACTOR'S
OPTION, WELD IN
LIEU OF SCREWS
SCALE:S600
TYPICAL STEEL STUD BRIDGING 7
NONE
SCALE:S600
NOT USED 2
NONE
SCALE:S600
TYPICAL INTERIOR STEEL STUD WALL FRAMING ELEVATION A
NONE
3
S620
3
S600
6
S620
INTERIOR STEEL STUD FRAMING ELEVATION NOTES:
1.SEE NON-BEARING INTERIOR STEEL STUD SCHEDULE ON THIS SHEET
FOR MINIMUM REQUIRED STUD DEPTH AND SPACING OF ALL INTERIOR
NON-BEARING STEEL STUD WALLS. MATCH STUD DEPTH SHOWN ON
ARCHITECTURAL DRAWINGS.
2.ALL STEEL STUDS SHALL BE "C" TYPE STUDS WITH FLANGE STIFFENERS
AT OPEN SIDE.
3.WHERE FURRING STUDS OCCUR, SPACING SHALL MATCH FRAMING STUD
SPACING. SEE DETAIL 9 / S600 FOR MORE INFORMATION.
4. DENOTES CASEWORK, SHELVING, TOILET ACCESSORIES,
GRAB BARS, WALL HUNG LAVATORIES, CABLE TRAYS, EQUIPMENT, ETC.,
INCLUDING ITEMS INDICATED AS NOT IN CONTRACT (NIC), AND WHERE
SPECIFICALLY REFERENCED. SEE ELEVATION FOR SUPPORTING STUD
GAUGE AND SPACING.
5.IN NO CASE SHALL STUDS (SINGLE OR MULTIPLE) AT SIDES OF OPENINGS
(JAMBS) BE CUT FOR DUCTWORK OR FOR ANY OTHER PURPOSE NOT
SPECIFICALLY ADDRESSED ON THESE STRUCTURAL DRAWINGS.
6.SEE GENERAL NOTES SHEET(S) FOR STEEL STUD NOTES, INCLUDING
SSMA STEEL STUD IDENTIFICATION TABLE. SEE ARCHITECTURAL
DRAWINGS FOR ADDITIONAL STUD AND BRACING REQUIREMENTS.
7.SEE TYPICAL BOTTOM TRACK ANCHORAGE AT INTERIOR STEEL STUDS
DETAIL 1 / S600 FOR TRACK ANCHORAGE AT ALL INTERIOR STEEL
STUDS, TYPICAL UNLESS NOTED OTHERWISE.
16GA STUDS @ 12"OC
TYP WHERE STEEL BACKING OCCURS
TYPICAL STEEL
BACKING PER
8 S600 TYP
16
'
-
0
"
M
A
X
SE
E
S
C
H
E
D
U
L
E
B
/
S6
0
0
F
O
R
N
O
N
-
B
E
A
R
I
N
G
W
A
L
L
H
E
I
G
H
T
S
4'-6" MAX
BRIDGING ABOVE CEILING
LINE AND WHEREVER WALL
FINISH MATERIAL IS
OMITTED, SEE 7 S600
TYP MULTIPLE
STUD TOP CONN
AS OCCURS
TYP STUD
TO BOT
TRACK
DOOR OR
WINDOW
OR SECTIONS
PER PLAN
12'-6" MAX 12'-6" MAX
DOOR OR
WINDOW
DOOR OR
WINDOW
(2
)
-
1
8
G
A
ST
U
D
S
(2
)
-
1
8
G
A
ST
U
D
S
4'
-
0
"
MA
X
4'-
0
"
MA
X
CEILING
LINE
UNDERSIDE OF
ROOF OR FLOOR
DECK, UNO
DUCT
4'-6" MAX12'-6" MAX
DOOR OR
WINDOW
(1
)
-
1
8
G
A
ST
U
D
(2
)
-
1
8
G
A
ST
U
D
S
(2
)
-
1
8
G
A
ST
U
D
S
16'-6" MAX
DOOR OR
WINDOW
ST
U
D
S
ST
U
D
S
3
S601
HEADER
1
S601
SILL
(3
)
-
1
8
G
A
(3
)
-
1
8
G
A
(1
)
-
1
8
G
A
ST
U
D
(1
)
-
1
8
G
A
ST
U
D
(1
)
-
1
8
G
A
ST
U
D
10
S601
10
S601
3
S601
HEADER
1
S601
SILL
4
S601
HEADER
8
S601
SILL
3
S601
HEADER
1
S601
SILL
2
S601
HEADER
1
S601
SILL
2
S601
HEADER
1
S601
SILL
6
S620
NOTES:
1.THIS SCHEDULE IS FOR WALLS NOT USED TO SUPPORT ITEMS REQUIRING BACKING.
FRAMING ELEVATION PROVIDES ADDITIONAL REQUIREMENTS.
2.ALTERNATE STUD SIZES MAY BE USED IF THE SECTION PROPERTIES OF THE STUDS
USED EXCEED, IN ALL CASES, THE PROPERTIES OF THE SIZES NOTED IN THE
SCHEDULE.
362S162-33362S162-33
362S162-33
362S162-33
362S162-33
362S162-33
362S162-33
---
362S162-43
362S162-33
362S162-33
362S162-33
362S162-33
362S162-33
362S162-33
362S162-33
362S162-3320 FT
18 FT
16 FT
14 FT
12 FT
10 FT
8 FT
24"OC16"OC12"OC
MIN STUD SIZE REQUIRED FOR SCHEDULED SPACING
(L/120 DEFLECTION CRITERIA) (5 PSF)
TYPICAL NON-BEARING INTERIOR STUDS-VERTICAL SPAN SCHEDULE
HEIGHT OF WALL
(VERTICAL SPAN)
362S162-33
362S162-33
362S162-33
362S162-33
SCALE:S600
NON-BEARING
INTERIOR STEEL STUD SCHEDULE B
NONE
4
S600
TYP MULTIPLE
STUD TO BOTT
TRACK
4
S620
9
S620
H:
\
2
0
1
9
\
1
9
0
2
8
3
\
_
1
9
-
0
2
8
3
-
0
3
H
i
l
t
o
n
A
r
c
a
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t
a
u
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a
n
t
(
d
o
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o
t
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l
e
t
e
)
\
3
_
D
r
a
w
i
n
g
s
\
D
w
g
s
-
0
3
\
1
9
-
0
2
8
3
-
0
3
_
B
l
d
g
C
_
S
6
0
0
T
Y
P
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:
No
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5
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
S600
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
08.27.25 TI PLAN CHECK (2ND)
LA21.522
TYPICAL STEEL STUD DETAILS
LONG BEACH • SAN DIEGO
Project:
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTU RAL E N GI N SREE
19-0283-03
S
No.4101IS
G
E
R
OF C
TA
ST
E
R
EF
D P R O
TE
E
I
REE
N
AINRFOILA
A
ONS
L
E
N
G
I
KE N N E T H D.O'DEL
L
U R A LTSRUCTPR
O
G
R
E
S
S
-
NOT
F
O
R
P
L
A
N
REV
I
E
W
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
S
No.4101IS
G
E
R
OF C
TA
S
T
E
R
EF
D P R O
TE
E
I
RE
E
N
A
INRFOILA
A
ONS
L
E
N
G
I
KEN N E T H D.O'DEL
L
U R A LTSRUCT
Signed:
11/25/2025
SCALE:S601
NOT USED 9
NONE
CEILING JOIST
SPAN
TYPICAL CEILING JOIST - HORIZONTAL SPAN SCHEDULE
MINIMUM JOIST/STUD SIZE REQUIRED FOR SCHEDULED SPACING
(L/360 DEFLECTION CRITERIA) (13 PSF)
12"OC 16"OC 24"OC
8 FT
10 FT
12 FT
14 FT
16 FT
18 FT
362S162-33
600S162-43
362S162-33
362S162-33
600S162-43
600S162-43
362S162-33
600S162-43
362S162-33
600S162-43
362S162-43
362S162-33
362S162-43
600S162-43
600S162-43
---
NOTES:
1.SCHEDULE IS FOR CEILINGS SUPPORTING SELF WEIGHT. NOT TO BE USED IN
ACCESSIBLE CEILING ATTIC SITUATIONS.
2.SEE ADDITIONAL INFORMATION ON BUILDING PLANS FOR SPECIFIC
REQUIREMENTS.
3.ALTERNATE JOIST/STUD SIZES MAY BE USED IF THE SECTION PROPERTIES OF THE
STUDS USED EXCEED, IN ALL CASES, THE PROPERTIES OF THE SIZES NOTED IN
THE SCHEDULE.
4.SEE DETAIL B ON SHEET S601 FOR LATERAL BRACING/ BLOCKING.
------
SCALE:S601
TYPICAL
STEEL STUD CEILING JOIST SCHEDULE A
NONE
SCALE:S601
TYPICAL JAMB POST
BETWEEN 12'-6" MAX WIDE OPENINGS 10
NONE
1/8
1/8
1 1/2"
TYP
1 1/2"
TYP
TOP OF CONC CURB
OR SLAB AS OCCURS
PL3/8 xWALL THK WIDE -
(2)-ANCHORS PER 1 S600
BUILT-UP POST
PER PLAN VIEWS
PLAN VIEW
INTERIOR NON-BEARING STEEL STUD WALL
600T200-97, TYP
(3)-14GA STUDS PER
A S600 & B S600
#12 SMS @
12"OC, TYP
SCALE:S601
TYPICAL INTERIOR STEEL STUD CEILING JOISTS TO STEEL STUD WALL B
NONE
SOLID STUD BLOCKING,
PER 10 S600
CEILING JOIST SPAN - PROVIDE JOIST SIZE PER SCHEDULE A S601
EQUAL EQUAL
CEILING
PER ARCH
WALL FINISH PER
ARCH, TYP
(4)-#10 SMS AT
EA LAP JOINT
#10 SMS EA
STUD, TYP
WALL STUDS AS
OCCUR PER PLAN
OR FRAMING ELEV
WALL STUDS AS
OCCUR PER PLAN
OR FRAMING ELEV
WALL FINISH
PER ARCH, TYP
STEEL BRIDGING
PER 7 S600 TYP
CONT END TRACK (THK TO
MATCH CEILING JOIST GA)
W/ (3)-#10 SMS TO EA WALL
STUD (TRACK MAY BE
PLACED OVER (1)-LAYER OF
GYPBOARD AT INTERIOR
RATED WALLS IF PROVIDED
CEILING JOIST SPAN < 15FT)
ALTERNATE CONNECTION
L2 1/2 x2 1/2 x16GA x(JOIST
DEPTH -1") W/ (3)-#10 SMS
TO TRACK & TO EA JOIST
CONT 362S162-54 @
JOIST W/ (2)-#10 SMS
TO EA JOIST, TYP
CONT 362S162-43 @
JOIST MIDSPAN W/
(2)-#10 SMS TO EA JOIST
& (3)-#10 SMS EA BLOCK
2 1/2"
WEB
BEND
#10 SMS EA STUD, TYP
CONT 362S162-43 @
JOIST W/ (2)-#10 SMS
TO EA JOIST, TYP
CONT L1 1/2 x1 1/2 x18GA W/ #10
SMS AT EA JOIST & EA STUD, TYP
SCALE:S601
TYPICAL SILL AT 12'-6" MAX OPENING IN
NON-BEARING INTERIOR STEEL STUD WALL 1
NONE
A
A
L1 1/2 x1 1/2 x18GA x0'-3"
LONG CLIP ANGLE W/
(2)-#10 SMS EA LEG
1/16
STUD TO
STUD 1-12
STEEL STUD
PER PLAN OR
FRAMING ELEV
JAMB PER
ELEV
AT 11'-6" MAX OPENING,
USE 18GA STEEL
TRACK- AT 12'-6" MAX
OPENING, USE 16GA
MIN STEEL TRACK
SECTION A-A
STEEL STUD PER PLAN
OR FRAMING ELEV
SCALE:S601
TYPICAL HEADER AT 4'-6" MAX OPENING IN
NON-BEARING INTERIOR STEEL STUD WALL 2
NONE
A
A
L3x3x18GA CLIP ANGLE xSTUD
WIDTH W/ (4)-#10 SMS EA LEG
(IN 2 ROWS AS SHOWN)
16GA MIN
STEEL TRACK
W/ 2" FLANGES
SECTION A-A
1 1/2"
TYP
3/4"
TYP
STEEL STUD
PER PLAN OR
FRAMING ELEV
STEEL STUD PER PLAN
OR FRAMING ELEV
JAMB PER
ELEV
NOTE:
FOR SILL AT 4'-6" MAXIMUM
OPENING IN NON-BEARING
INTERIOR STEEL STUD WALL,
SEE DETAIL 1 ON THIS SHEET.
18GA MIN STEEL
TRACK T&B
(2)-6"x18GA MIN
STEEL STUDS
#10 SMS @ 6"OC
EA SIDE
1/16
STUD TO
STUD1-12
L1 1/2 x1 1/2 x18GA x0'-3"
LONG CLIP ANGLE W/
(2)-#10 SMS EA LEG
A
A
#10 SMS @
6"OC, TYP
SCALE:S601
TYPICAL HEADER AT 12'-6" MAX OPENING IN
NON-BEARING INTERIOR STEEL STUD WALL 3
NONE
L3x3x18GA CLIP ANGLE
xSTUD WIDTH W/ (4)-#10
SMS EA LEG (IN 2 ROWS
AS SHOWN)
1
1
/
2
"
TY
P
3/
4
"
TY
P
STEEL STUD
PER PLAN OR
FRAMING ELEV
STEEL STUD
PER PLAN OR
FRAMING ELEV
JAMB PER ELEV
SECTION A-A
NOTE:
FOR SILL AT 12'-6" MAXIMUM
OPENING IN NON-BEARING
INTERIOR STEEL STUD WALL,
SEE DETAIL 1 ON THIS SHEET.
SCALE:S601
TYPICAL HEADER AT 16'-6" MAX OPENING IN
NON-BEARING INTERIOR STEEL STUD WALL 4
NONE
L1 1/2 x1 1/2 x18GA x0'-3"
LONG CLIP ANGLE W/
(2)-#10 SMS EA LEG
(3)-16GA MIN
STEEL TRACKS
(2)-8"x16GA MIN
STEEL STUDS
#10 SMS @ 6"OC
EA SIDE, TYP
#10 SMS
@ 6"OC, TYP
A
A
JAMB PER ELEV
SECTION A-A
1/16
STUD TO
STUD1-12
1
1
/
2
"
TY
P
3/
4
"
TY
P
L3x3x18GA CLIP ANGLE
xSTUD WIDTH W/ (4)-#10
SMS EA LEG (IN 2 ROWS
AS SHOWN)
STEEL STUD
PER PLAN OR
FRAMING ELEV
STEEL STUD
PER PLAN OR
FRAMING ELEV
NOTE:
FOR SILL AT 16'-6" MAXIMUM
OPENING IN NON-BEARING
INTERIOR STEEL STUD WALL,
SEE DETAIL 8 ON THIS SHEET.
SCALE:S601
NOT USED 6
NONE
SCALE:S601
TYP SILL AT LARGE OPENING IN
NON-BEARING INT STEEL STUD WALL 8
NONE
A
1/16 1 1/2 - 6
3" LONG
AT ENDS
L1 1/2 x1 1/2 x16GA x0'-3"
LONG CLIP ANGLE W/ (3)-#12
SMS EA LEG, TYP TOP & BOT
1/16
STUD TO
STUD 1-12
16GA MIN
STEEL TRACK
16GA MIN
STEEL STUD
A
STEEL STUD
PER PLAN OR
FRAMING ELEV
STEEL STUD PER PLAN
OR FRAMING ELEV
JAMB PER
ELEV
SECTION A-A
NOTE:
THIS DETAIL APPLIES TO THE
FOLLOWING:
·16'-6" MAXIMUM OPENING IN
NON-BEARING INTERIOR
STEEL STUD WALL.
SCALE:S601
NOT USED 7
NONE
SCALE:S601
NOT USED 5
NONE
H:
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2
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1
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\
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2
8
3
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No
v
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2
5
,
2
0
2
5
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
S601
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
08.27.25 TI PLAN CHECK (2ND)
LA21.522
TYPICAL STEEL STUD
SECTIONS AND DETAILS
LONG BEACH • SAN DIEGO
Project:
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTU RAL E N GI N SREE
19-0283-03
S
No.4101IS
G
E
R
OF C
TA
ST
E
R
EF
D P R O
TE
E
I
REE
N
AINRFOILA
A
ONS
L
E
N
G
I
KE N N E T H D.O'DEL
L
U R A LTSRUCTPR
O
G
R
E
S
S
-
NOT
F
O
R
P
L
A
N
REV
I
E
W
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
S
No.4101IS
G
E
R
OF C
TA
S
T
E
R
EF
D P R O
TE
E
I
RE
E
N
A
INRFOILA
A
ONS
L
E
N
G
I
KEN N E T H D.O'DEL
L
U R A LTSRUCT
Signed:
11/25/2025
SCALE:S620
TYPICAL STEEL STUD CEILING SOFFIT TO METAL DECK AND STEEL STUD WALL A
NONE
SCALE:S620
TYPICAL STEEL STUD
SOFFIT HUNG FROM STEEL BEAM 8
NONE SCALE:S620
TYPICAL STEEL STUD SOFFIT
HUNG FROM CONCRETE SLAB 1
NONE
SCALE:S620
TYPICAL NON-BEARING STUD
WALL OR SOFFIT BRACING TO SLAB 2
NONE
SCALE:S620
TYPICAL STEEL STUD
SOFFIT HUNG FROM STEEL BEAM 7
NONE
SCALE:S620
NOT USED 5
NONESCALE:S620
TYPICAL NON-BEARING INTERIOR
STEEL STUD WALL OFFSET FROM STEEL BEAM 9
NONE
SCALE:S620
SOFFIT AT CONCRETE SLAB 14
NONE
1
S620
AT SINGLE
SOFFIT TOP
BRACE CONN
7
S620
WALL FINISH
PER ARCH, TYP
WALL STUDS AS
OCCUR PER PLAN
OR FRAMING ELEV
IF DIAG
S
P
A
N
E
X
C
E
E
D
S
4
'
-
0
"
PROVIDE
S
T
U
D
B
R
A
C
I
N
G
A
T
M
I
D
S
P
A
N
O
R
@
4
'
-
0
"
O
C
M
A
X
(12'-0" M
A
X
)
S
E
E
N
O
T
E
1
4" DIAG BRACE
@ 4'-0"OC MAX,
MATCH THICKNESS
OF CEILING JOISTS
(18 GA MIN)
CONT L1 1/2 x1 1/2 x18GA
W/ #10 SMS AT EA JOIST
& EA STUD, TYP
(4)-#10 SMS AT
EA LAP JOINT
CONC SLAB
PER PLAN
BEAM AS
OCCURS
PER PLAN
(4)-#10 SMS AT EA
LAP JOINT, TYPSTUD BRACING
PER B S601 SIM
1/2"
MAX
1/2"
MAX
SOFFIT STUD, MATCH
DEPTH, THK & SPACING
OF CEILING JOISTS
(MIN 600S162-43)
ELEVATION A-A
IN-PLANE BRACING
FOR TOP OF WALL
ATTACHMENT, SEE
A S600
CEILING JOIST SPAN PROVIDE JOIST SIZE PER SCHEDULE A S601
14'-0" MAX INTERIOR, 8'-0" MAX SPAN EXTERIOR
SO
F
F
I
T
D
E
P
T
H
7'-
0
"
M
A
X
SO
F
F
I
T
DE
P
T
H
A-A IN PLANE
BRACING
1
1 MIN
IN PLANE BRACING
SOFFIT STUDS
1
1
CONC SLAB
PER PLAN
ALTERNATE TOP CONNECTION
#10 SMS EA
STUD, TYP
CONT 362S162-54 @
JOIST W/ (2)-#10 SMS
TO EA JOIST, TYPGYPBOARD
CEILING PER ARCH EQUALEQUAL
STUD BLOCKING
PER B S601 SIM
12
"
MA
X
NOTE:
1.IF BRACE WILL EXCEED 12'-0"
IN LENGTH TO REACH WALL
STUD, ATTACH TO DECK PER
2 S620 TO REDUCE BRACE
LENGTH.
2.OMIT BRACE IF
CEILING/SOFFIT IS LESS THAN
8'-0" WIDE AND SUPPORTED
BY A FULL HEIGHT WALL.
STEEL STUDS PER PLAN
OR FRAMING ELEV
STEEL TRACK 1 GA THICKER
THAN STUDS W/ 2"
FLANGES, PROVIDE (2)-#10
SMS, EA SIDE TO EA STUD
BEAM PER PLAN
1/16 2-16
2/3 STUD
WIDTH MIN
1/3 STUD
WIDTH MAX
OVERHANG SHOTPINS @ 16"OC
STEEL STUDS PER PLAN
OR FRAMING ELEV
PROVIDE 2" x(STUD
WIDTH -1/4") x1/4" THK PL
WASHER AT EA BOLT
1/2"Ø EXP ACCHOR
(3 1/4" EFFECTIVE
EMBED) @ 16"OC MAX
CONC SLAB PER PLAN
STEEL STUDS PER PLAN
OR FRAMING ELEV
STEEL TRACK 1 GA THICKER
THAN STUDS W/ 2" FLANGES,
PROVIDE (2)-#10 SMS, EA SIDE
3"
MIN
1
1 MIN
CONC SLAB
PER PLAN
L3x3x14GA x1'-3" MIN
CENTERED ON (2)-FLUTES
3/8"Ø HILTI KB-TZ2 (1 1/2"
EMBED) EA END OF ANGLE
1 1/4"
MIN
TYP
DIAG BRACE
PER A S620
1"
MIN
TYP
(4)-#10 SMS
3
0
º
M
I
N
6
0
º
M
A
X
STEEL STUDS PER PLAN
OR FRAMING ELEV
BEAM PER PLAN
1/16 2-16
LESS THAN
2/3 STUD
WIDTH
STIFF PER 2 S620 @ 12"
FROM EA END OF ANGLE &
@ 4'-0" OC BETWEEN
STEEL TRACK 1 GA THICKER
THAN STUDS W/ 2"
FLANGES, PROVIDE (2)-#10
SMS, EA SIDE TO EA STUD
CONT 3/16" THK
EQ LEG ANGLE
1/4" MIN
1/2" MAX
OVERHANG
3/16
ANGLE TO
STIFF PL, TYP
400S200-43 DIAG IN
PLANE STUD BRACING W/
(2)-#10 SMS TO EA STUD
8
S620
LESS
THAN 2"
CONT TOP TRACK & CONN PER
1 S620 AT INTERIOR WALL
BEAM PER PLAN
16GA x3" WIDE PLATE @
16"OC W/ (2)-#10 SMS,
TRACK TO PLATE & (2)-SHOT
PINS TO UNDERSIDE OF
BEAM FLANGE (1 ON EA
SIDE OF WEB)
INTERIOR STEEL STUD
PER PLAN
CEILING PER
ARCH
6"
±
PE
R
AR
C
H
(2)-#10 SMS AT
EACH STUD, TYP
#10 SMS EACH SIDE, TYP
362S137-54 STUDS
@ 16"OC, TYP
362S137-54 BRACE
@ 48"OC W/ (4)-#10
SMS AT EACH END
STEEL BEAM AS
OCCURS PER PLAN
12
"
M
A
X
PER ARCH - 1'-6" MIN
362T150-54
TRACK, TYP
1
1
CONC SLAB, TYP
FOR CONN
SEE 1 S620
PE
R
A
R
C
H
-
7'-
0
"
M
A
X
FOR CONN
SEE 2 S620ALT TURNED BACK
BRACE LOC WHERE
BRACE CANNOT
EXTEND OUTSIDE
OF SOFFIT
SCALE:S620
TYPICAL NON-BEARING INTERIOR MULTIPLE
STEEL STUD TO METAL DECK CONNECTION 3
NONESCALE:S620
TYPICAL NON-BEARING INTERIOR
STEEL STUD WALL TO CONCRETE SLAB 6
NONE
SCALE:S620
TYPICAL NON-BEARING INTERIOR
STEEL STUD WALL TO STEEL BEAM 4
NONE
SCALE:S620
EXHAUST HOOD ANCHORAGE 11
3/4" = 1'-0"
SCALE:S620
NON-BEARING INTERIOR
STEEL STUD WALL BRACING 12
NONE
WALL PERPENDICULAR TO DECK
CONC DECK PER PLAN
AA
PLAN VIEW A-A
SHOTPIN CONFIGURATION
4"
MIN
TYP
(2)-SHOTPINS
STRADDLING MULTI
STUD, SEE SECTION
A-A
TRACK BELOW
SHOTPIN, TYP
MULTI STUD
BELOW
MULTIPLE STEEL
STUD PER
FRAMING ELEV
NOTE:
FOR BALANCE OF INFO
NOT SHOWN, SEE 6 S620
5/
8
"
CL
R
TY
P
STEEL STUD
PER PLAN OR
FRAMING ELEV
SHOT PIN ICC ESR-2269
@ 12"OC (1" EMBED)
4" MIN SPACING
CONC SLAB PER
PLAN (MIN 12" THK)
12
"
M
A
X
TY
P
BRIDGING PER
7 S600
CST/SLP-TRK SLOTTED
TRACK BY CEMCO (ICC
ESR-2012) (TRACK SHALL
BE 1 GUAGE THICKER
THAN STUDS) W/ #10 SMS
CTRD IN SLOTTED HOLE,
TYP AT EA STUD
3"
MIN
18GA CST/SLP-TRK
SLOTTED TRACK BY CEMCO
(ICC ESR-2012) W/ #10 SMS
CTRD IN SLOTTED HOLE,
TYP AT EA STUD
STEEL BEAM
PER PLAN
SHOTPINS @ 16"OC
12
"
M
A
X
TY
P
STEEL STUD
PER PLAN OR
FRAMING ELEV
STEEL STUD PER PLAN
OR FRAMING ELEV
(MAX OVERHANG PAST
BEAM FLANGE IS 1/3
STUD DEPTH)
(2)-ROWS SHOTPINS
@ 16"OC
STEEL STUDS
WHERE OCCURS
EDGE OF BEAM
FLANGE
2" MIN,
WHERE LESS
SEE 6 S601
BRIDGING PER
7 S600
5/
8
"
CL
R
TY
P
P248 CLIPS , TYP
1'
-
0
"
TY
P
6"
MA
X
P1000 DIAG BRACE
UNISTRUT P1843 W/
1/2"Ø BOLT & SPRING
NUT (P1010) INTO P1000
1/2"Ø EXPANSION
ANCHOR (2" EMBED)
4
5
°
1/2"Ø FULLY THREADED
A36 HANGER ROD W/
P1000 STIFFENER
UNISTRUT P1843 W/ 1/2"Ø
BOLT & SPRING NUT
(P1010) INTO BRACE
DBL NUT STRIKE
THREADSMAX HANGER
LOAD=250#
HANGER
BRACKET
PER MANUF
1/2"Ø EXPANSION
ANCHOR (2" EMBED)
1/2"Ø COUPLER
PE
R
AR
C
H
6"
±
6'
-
0
"
M
A
X
362S162-33 STEEL STUD
BRACES @ 4'-0"OC, ALT SIDES
(BRACES MAY BE SKEWED
SLIGHTLY IN ONE DIRECTION IF
BRACE LENGTH < 9'-6")
CEILING LINE
STEEL STUDS PER PLAN
OR FRAMING ELEV
TYP STEEL TRACK, MIN
THICKNESS TO MATCH STUD GA
1
1 MIN
L3x3x16GA x0'-3" W/
(3)-#10 SMS TO BRACE
& TO CONT TOP TRACK,
TYP AT EA BRACE
AT CONTRACTOR'S OPTION:
CUT BRACE FLANGES, BEND
& CONN TO CONT TOP
TRACK W/ (2)-#10 SMS @ EA
(IN LINE, PARA TO WALL), TYP
OPTIONAL BRACE CONNECTION
BOTTOM OF FLOOR OR ROOF DECK
NOTE:
FOR TOP OF BRACE
CONNECTIONS, SEE 2 S620
SCALE:S620
PARTIAL HEIGHT WALL 13
3/4" = 1'-0"
3'
-
0
"
M
A
X
CONC SLAB ON GRADE
SIMPSON RCKW5.5 CLIP &
RCKW5.5S STIFF W/ (10)-#12 SMS TO
STUD & (2)-1/2"Ø TITEN HD CONC
SCREWS (NOM EMB=3 1/4") (PER ICC
ESR-2713), TYP AT EA STUD
600S162-54 STEEL
STUDS @ 16"OC
600T150-54 STEEL TRACK
TOP & BOT W/ #10 SMS TO
EA STUD, EA FLANGE
45°
M
I
N
TYP
NUT ABOVE & BELOW
BRACE CONN, TYP
STIFFENER PER
11 S620 TYP AT
EA HANGER ROD
DIAG BRACE PER
PLAN VIEW
HANGER ROD TOP CONN
PER 11 S620
TRANSFORMER PER ELEC,
MAX OP WT=370#
4'-
0
"
M
A
X
BOTTOM OF SLAB
30
"
M
A
X
P1354A W/ 1/2"Ø BOLT & P1010
SPRING NUT, TYP AT BOT OF
P1000 DIAG BRACES
1/2"Ø BOLT & P1010 SPRING
NUT PER PLAN VIEW, TYP
P1000, AT UNIT ANCHORS
DOUBLE NUT, TYP
PLAN VIEW AT BRACES
1/2"Ø HANGER ROD
PER PLAN VIEW, TYP
30" MAX
18"
MIN
18
"
MI
N
6"
MA
X
TY
P
HANGER ROD, TYP AT
EA END OF EA P1000 AS
SHOWN (4 RODS TOTAL)
BOLT, UNIT TO P1000, TYP
AT EA CORNER OF UNIT AS
SHOWN (4 RODS TOTAL)
P1000 DIAG BRACE, TYP AS
SHOWN (4 LIKE BRACES
TOTAL)- BRACE TOP CONN
PER 11 S620
SCALE:S620
BOTTOM SUPPORTED
SUSPENDED TRANSFORMER ANCHORAGE 15
3/4" = 1'-0"
SCALE:S620
HOOD ANCHORAGE 10
1/2" = 1'-0"
WALL PER ARCH
HOOD #1: 12'-6"
HOOD #2: 4'-0"
HO
O
D
#
1
:
4
'
-
6
"
HO
O
D
#
2
:
4
'
-
0
"
HANGER ROD W/
STIFFENER TO
STRUCTURE, SEE
11 S620 (4 LOCS)
EXHAUST HOOD,
MAX OP WT HOOD #1 = 900#
MAX OP WT HOOD #2 = 500#
DIAG BRACE AS SHOWN
PER 11 S620 (8 LOCS)
H:
\
2
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9
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9
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:
No
v
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b
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r
2
5
,
2
0
2
5
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
S620
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
08.27.25 TI PLAN CHECK (2ND)
LA21.522
TYPICAL STEEL STUD CEILING
SECTIONS AND DETAILS
LONG BEACH • SAN DIEGO
Project:
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTU RAL E N GI N SREE
19-0283-03
S
No.4101IS
G
E
R
OF C
TA
ST
E
R
EF
D P R O
TE
E
I
REE
N
AINRFOILA
A
ONS
L
E
N
G
I
KE N N E T H D.O'DEL
L
U R A LTSRUCTPR
O
G
R
E
S
S
-
NOT
F
O
R
P
L
A
N
REV
I
E
W
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
S
No.4101IS
G
E
R
OF C
TA
S
T
E
R
EF
D P R O
TE
E
I
RE
E
N
A
INRFOILA
A
ONS
L
E
N
G
I
KEN N E T H D.O'DEL
L
U R A LTSRUCT
Signed:
11/25/2025
H:
\
2
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1
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\
1
9
0
2
8
3
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3
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0
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R
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F
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R
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N
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O
N
L
Y
.
d
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:
No
v
e
m
b
e
r
2
5
,
2
0
2
5
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
S700R
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
08.27.25 TI PLAN CHECK (2ND)
LA21.522
FOR REFERENCE ONLY
LONG BEACH • SAN DIEGO
Project:
LONG BEACH OFFICE
3900 Cover Street, Long Beach
CA 90808 • 562.985.3200
STRUCTU RAL E N GI N SREE
19-0283-03
S
No.4101IS
G
E
R
OF C
TA
ST
E
R
EF
D P R O
TE
E
I
REE
N
AINRFOILA
A
ONS
L
E
N
G
I
KE N N E T H D.O'DEL
L
U R A LTSRUCTPR
O
G
R
E
S
S
-
NOT
F
O
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P
L
A
N
REV
I
E
W
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
SCALE:S700R
FOR REFERENCE ONLY A
NONE
S
No.4101IS
G
E
R
OF C
TA
S
T
E
R
EF
D P R O
TE
E
I
RE
E
N
A
INRFOILA
A
ONS
L
E
N
G
I
KEN N E T H D.O'DEL
L
U R A LTSRUCT
Signed:
11/25/2025
M000
MECHANICAL
SYMBOLS, ABBREVIATIONS
& GENERAL NOTES
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
CONSTRUCTION PHOTOGRAPHS
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M000.dwg, 11/25/2025 3:08:30 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M001
MECHANICAL
TITLE 24
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M001.dwg, 11/25/2025 3:08:30 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M002
MECHANICAL
TITLE 24
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M002.dwg, 11/25/2025 3:10:14 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M101
MECHANICAL
BUILDING C - LEVEL 1
FLOOR PLAN - EAST
5
6
7
7
8 9 10 11 12 13
6.7
7.3
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
5
6
7
7
8 9 10 11 12 13
6.7
7.3
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
DN
1" : 12"DN
COLO
R
A
D
O
P
L
A
C
E
SLOPE
SLOPE
+24"~ 30"
KITCHEN
DISHWASHING
UTILITYCABINET.
CO2 18"x36"
DN
UP
DN
UP
+44"
+18"
+18"
J
UTILITYCABINET.
UTILITYCABINET.
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
STAIR
ST-C2
ENTRY
VESTIBULE
C 148
BOH
C 152
STAIR
ST-C3
RESTAURANT
DINING (THE
OVALO)
C 161
POOL EQUIP.
D 004
FRONT DESK
C 146
LOBBY
C 149
BAR
C 151
BAR LOUNGE
C 150
WALKWAY
C 153
OUTDOOR
LOUNGE
D 120
POOL DECK
D 123
POOL
D 124
FITNESS
CENTER
D 102
STAIR
ST-C4
KITCHEN
C 154
SERVICE
STATION
C 157
W
C 155 M
C 156 BOARD ROOM
C 158
HALLWAY
C 160
V.I.P DINING 2
C 162
V.I.P DINING 1
C 163
JAPANESE
RESTAURANT
DINING
C 164
MEETING
ROOM
C 159
JAPANESE
RESTAURANT
KITCHEN
C 165
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
SOBA PREP
C168
V.I.P. PREP
C167
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M101.dwg, 11/25/2025 3:10:23 PM, mario.gobea
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
5/
1
2
/
2
0
2
2
3
:
3
5
:
0
4
P
M
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
VG PROPERTIES
INVESTMENTS, LLC
NO.DATE ISSUES & REVISIONS
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
(SOBE 190859.4)
11.21.23 PERMIT SET
LA21.522
(BULLETIN 1 - IFC SET)
M1.02
MECHANICAL
BUILDING C - LEVEL 1
FLOOR PLAN - EAST
06.14.24 BULLETIN 8
07.29.24 BULLETIN 9
5
6
7
7
8 9 10 11 12 13
6.7
7.3
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
5
6
7
7
8 9 10 11 12 13
6.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
DN
1" : 12"DN
COLO
R
A
D
O
P
L
A
C
E
SLOPE
SLOPE
UTILITYCABINET.
3"3"
J
J
J
J
J
J
J
J
4
D
4
4
GFI
J
J
GFI
J
J
D
4
4
J
J
J
J
TV
TV
J
J
J J J
J
J
J
J
JJ J J J
J JJJJ
J J J J J J
D
TV
D
D
J
J
J
JJJJJJJJ
J
J
J J J
J
J
J
J
J
J J J J J J J J J J
J
J
J
J JJ
J J
DN
UP
DN
UP
STAIR
ST-C2
ENTRY
VESTIBULE
C 148
BOH
C 152
STAIR
ST-C3
RESTAURANT
DINING (THE
OVALO)
C 161
POOL EQUIP.
D 004
FRONT DESK
C 146
LOBBY
C 149
BAR
C 151
BAR LOUNGE
C 150
WALKWAY
C 153
OUTDOOR
LOUNGE
D 120
POOL DECK
D 123
POOL
D 124
FITNESS
CENTER
D 102
STAIR
ST-C4
KITCHEN
C 154
SERVICE
STATION
C 157
W
C 155 M
C 156 BOARD ROOM
C 158HALLWAY
C 160
V.I.P DINING 2
C 162
V.I.P DINING 1
C 163 FUTURE
JAPANESE
RESTAURANT
C 164
MEETING
ROOM
C 159
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
09/16/2024
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M102
MECHANICAL
BUILDING C - LEVEL 1
FLOOR PLAN - EAST
UP
DN
UP
KING C.1
C 217
QQ C.1
C 219
SUITE C.1
ACC. TUB
C 221
ICE
C 244
B.O.H
C 223 QQ C.1 (C.F.)
C 225
KING C.1
C 227
KING C.4
C 229
KING C.4
C 231
KING C.4
C 233
KING C.4
C 235
QQ C.1
C 237
QQ C.1
C 239
KING C.3
C 241
KING C.3
C 240
KING C.1
C 238
QQ C.1
C 236
KING C.4
C 234
KING C.4
C 232
KING C.1
C 230
KING C.1
C 228QQ C.1
C 226
KING C.2 ACC.
R.I.S.
C 224
KING C.2 (C.F.)
CORRIDOR
C 200
IDF
C 246
STAIR
ST-C2
ELEC.
C 247
EL
E
V
.
L
O
B
B
Y
C
2
4
5
6
7
7 8 9 10 11 12 136.7 7.3
C.1
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
6
7
7 8 9 10 11 12 136.7 7.3
C.1
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5MA
T
C
H
L
I
N
E
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M102.dwg, 11/25/2025 3:09:27 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M103
MECHANICAL
BUILDING C - LEVEL 3
FLOOR PLAN - EAST
6
7
7 8 9 10 11 12 136.7 7.3
C.6
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
A.1
UP
DN
UP
SUITE C.5
BALC. ACC.
TUB
C 322
SUITE C.5
BALC.
C 320
KING C.1
C 317
QQ C.1
C 319
SUITE C.1
(C.F.)
C 321
ICE
C 344
B.O.H.
C 323
QQ C.1
C 325
KING C.1
C 327
KING C.4
C 329
KING C.4
C 331
KING C.4
C 333
KING C.4
C 335
QQ C.1
C 337
QQ C.1
C 339
KING C.3 (C.F.)
C 341
KING C.3
C 340
KING C.1
C 338
QQ C.1
C 336
KING C.4
C 334
KING C.4 (C.F.)
C 332
KING C.1
C 330KING C.1
C 328
QQ C.1
C 326
KING C.2
C 324
CORRIDOR
C 300
IDF
C 346
STAIR
ST-C2
ELEC.
C 347
EL
E
V
.
L
O
B
B
Y
C
3
4
5
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M103.dwg, 11/25/2025 3:08:56 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M104
MECHANICAL
BUILDING C - ROOF LEVEL
PLAN - EAST
06.14.24 BULLETIN 8
07.29.24 BULLETIN 9
6
7
7 8 9 10 11 12 136.7 7.3
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
DN
ELEV. #2
6
D
D
12"
D
D
D
D
D
C
H
D
H
C
D
C
D C
J
J
30
"
C
L
R
30"CL
R
42
"
C
L
R
30
"
C
L
R
42
"
C
L
R
30
"
C
L
R
42
"
C
L
R
30
"
C
L
R
30
"
C
L
R
42
"
C
L
R
30
"
C
L
R
42
"
C
L
R
30
"
C
L
R
42
"
C
L
R
30"CLR
DN
6
7
7 8 9 10 11 12 136.7 7.3
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
BAR
C 402
PANTRY
C 403
STORAGE
C 403.1
W
C 404
M
C 405
JANITOR'S
CLOSET
C 407
STAIR
ST-C2
ELEV. EQMT.
C 406
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
WIC-CU
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M104.dwg, 11/25/2025 3:09:37 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M401
MECHANICAL
ENLARGED LEVEL 1 PLANS
12 1311.5 12.5
B
C
D
C.4
13.4
JAPANESE
RESTAURANT
DINING
C 164
JAPANESE
RESTAURANT
KITCHEN
C 165
SOBA PREP
C168
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
V.I.P. PREP
C167
SERV
C169
12 13
B
13.4
HALLWAY
C 160
MEETING
ROOM
C 159
BOARD ROOM
C 158
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M401.dwg, 11/25/2025 3:09:42 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M402
MECHANICAL
ENLARGED ROOF PLANS
DN
STAIR
ST-C2
WIC-CU
13.413.413131212
BB
CC
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M402.dwg, 11/25/2025 3:09:56 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M501
MECHANICAL
DETAILS
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M501.dwg, 11/25/2025 3:09:06 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M502
MECHANICAL
DETAILS
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M502.dwg, 11/25/2025 3:10:18 PM, mario.gobea
M601
MECHANICAL
SCHEDULES - BLDG C
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M601.dwg, 11/25/2025 3:08:43 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
M701
MECHANICAL
AIRSIDE DIAGRAMS
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6M701.dwg, 11/25/2025 3:09:52 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
P000
PLUMBING
GENERAL NOTES, SYMBOLS &
ABBREVIATIONS
11.26.25
PIPES IN WALLS:
PIPING UNDER SLAB:
CUTTING AND NOTCHING:
BORED HOLES:
PLUMBING PIPE MATERIAL:
SIZE: SLOPE:
ACOUSTICAL TREATMENT:
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
P001
PLUMBING
SCHEDULES
PLUMBING FIXTURE SPECIFICATION
PIPE INSULATION THICKNESS
SPACE COOLING SYSTEMS(CHILLED WATER, REFRIGERANT AND BRINE)
0.29 - 0.31
100
250
150
125
200
<=1
INSULATION THICKNESS REQUIRED(INCHES)
2.5
SPACE HEATING, HOT WATER SYSTEMS(STEAM, STEAM CONDENSATE AND HOT WATER) AND SERVICE HEATING SYSTEMS
251-350
ABOVE 350
201-250
141-200
105-140
PER 2016 CALIFORNIA ENERGY CODE TABLE 120.3-A
0.21 - 0.27 7540-60
0.32 - 0.34
0.27 - 0.30
0.25 - 0.29
0.22 - 0.28
NOMINAL PIPE DIAMETER(INCHES)
3.0
4.5
1.5
1.0
0.5
2.5
4.0
5.0
1.5
1.5
0.5
1 - < 1.5
2.5
4.5
5.0
2.0
1.5
1.0
1.5 - < 4
3.0
4.5
5.0
2.0
1.5
1.0
4 - < 8
3.0
4.5
5.0
2.0
1.5
1.0
8 <
FLUID
TEMPERATURE
RANGE (°F)
CONDUCTIVITY RANGE
(BTU-INCH PER HOUR PER
SQ. FT. PER °F)
INSULATION MEAN RATING
TEMPERATURE (°F)
PLUMBING PIPE MATERIAL SCHEDULE
SERVICE LOCATION PIPE MATERIAL SLOPE
WATER
ABOVE GRADE
BELOW GRADE
ABOVE GRADE
BELOW GRADE
NATURAL GAS
ABOVE GRADE
1/32" PER 1'
1/32" PER 1'
1/4" PER 1'
1/4" PER 1'
1/4" PER 15'
1/4" PER 15'
GREASE WASTE
AND VENT
1/4" PER 15'
BELOW FLOOR
(INTERIOR)
BELOW GRADE
(EXTERIOR)
ASTM A53 SCHEDULE 40 GALVANIZED STEEL "BLACK" PIPE AND FITTINGS SHALL CONFORM TO CPC.
PIPING INSTALLED UNDERGROUND BENEATH BUILDING SHALL CONFORM TO CPC 1210.1.6.
ASTM B88 TYPE "L" HARD DRAWN COPPER WITH WROUGHT COPPER FITTINGS.
ASTM B88 TYPE "K" HARD DRAWN COPPER, FACTORY INSULATED, WITH WROUGHT COPPER FITTINGS.
ABS SCHEDULE 40 PIPE AND DWV FITTINGS SHALL CONFORM TO ASTM D2321-2000 AND CPC.
ASTM A53 SCHEDULE 40 GALVANIZED STEEL "BLACK" PIPE AND FITTINGS SHALL CONFORM TO CPC.
ASTM D2513-16a POLYETHYLENE "PE" PIPE. ALL FITTINGS SHALL BE AS PER CPC.
GAS WATER HEATER
11.26.25
KITCHEN EQUIPMENT/PLUMBING FIXTURE SCHEDULE
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
P101
PLUMBING
FLOOR PLAN - SANITARY,
GREASE & VENT PIPING
·
·
·
111.35
38.55
149.9
11.26.25
UP
UTILITY
CABINET.
UTILITYCABINET.
COLORADO PLACE
UTI LI TYCA B I N E T .
3" 3"
J
D
D
D
D
D
D
J
J
J
J
J
J
J
4
D44
GFI
GFI
GFI
GFI
J J J J
J
J
J
GFI
J
J
D44
J
J
J
J
J
J
J
J
J
J
J
J
J
TV
J
TV
TV
TV
J
J
J J J J J
JJ J
J
J
J
J
JJJJJJJJ
J
J
J
J
J
J
J
J
J
J
J J J
JJ JJ
J
J
J
J
J
J J
J JJ
J J J J J J J J J J
GFI
J
J
GFI
J
J
FP
FP
W
W
UTILITIES
DN
1" : 12"DN
SLOPE
SLOPE
GM SLPB
QQ C.3 ACC.
TUB
C 101 KING C.1
C 103
QQ C.1
C 105
KING C.1
C 107
KING C.1
C 109
QQ C.3
C 102
KING C.1
C 104
QQ C.1
C 106
KING C.1
C 108
KING C.1
C 110
QQ C.1
C 112
ADMIN
C 145
I.T. ROOM
C 142
STAIR
ST-C2
STAIR
ST-C1
ENTRY
VESTIBULE
C 148
BOH
C 152
CORRIDOR
C 100
STAIR
ST-C3
ELEC.
C 113
RESTAURANT
DINING (THE
OVALO)
C 161
POOL EQUIP.
D 004
FRONT DESK
C 146
LOBBY
C 149
EXECUTIVE
LOUNGE
C 147
BAR
C 151
QQ C.1
C 111
LUGG./BIKE
STORAGE
C 141
BAR LOUNGE
C 150
WALKWAY
C 153
OUTDOOR
LOUNGE
D 120
POOL DECK
D 123
POOL
D 124
RISER ROOM
C 115
OFFICE
C 143
FITNESS
CENTER
D 102
STAIR
ST-C4
KING C.1 (C.F.)
C 114
OFFICE
C 144
KITCHEN
C 154
SERVICE
STATION
C 157
W
C 155 M
C 156 BOARD ROOM
C 158 HALLWAY
C 160
V.I.P DINING 2
C 162
V.I.P DINING 1
C 163 FUTURE
JAPANESE
RESTAURANT
C 164
MEETING
ROOM
C 159
1
A
B
C
C.3
C.4
D
0.6
2
3
4
5
6
7
7
8 9 10 11 12 13
6.7
7.3
0.5
2.5
3.5
4.5
5.5
6.5
C.6
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
1.5
1
A
B
C
C.3
C.4
D
0.6
2
3
4
5
6
7
7
8 9 10 11 12 13
6.7
0.5
2.5
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
1.5
DN
UP
DN
UP
DN
UP
(E)FCO
(E)FS
(E)6"SAN
(E)FCO
6"SAN
EXISTING DOMESTIC
WATER ENTRY.
FCO
FCO
(E)6"SAN
6"
S
A
N
FCO
4"SAN
(E)6"SAN
(E
)
4
"
S
A
N
(E)4"SAN(E)4"SAN(E)4"SAN
4"SAN
6"SAN
4"SAN
TYPICAL ROOM NOTE:
REFER TO PLUMBING ENLARGED PLANS
FOR DETAILED ROOM INFORMATION.
PIPING BELOW SLAB-ON GRADE NOTE:
REFER TO SHELL AND CORE PACKAGE
FOR COORDINATION BETWEEN PIPING
ABOVE AND BELOW SLAB-ON GRADE.
(E)FCO
(E)4"SAN
1
1
1
1
1
1
1
DBP-1
4" FS-1
SAMPLE
WELL
GREASE TRAP
SCHIER MODEL GB-1000
4"
G
W
4"GW
6"SD
6"OFD
6"DN-1
6"OFD
6"DN-1
6"SD
6"SD
6"OFD
6"DN-1
8"SD
8"OFD
8"DN-1
8"SD
8"OFD
8"DN-1 6"SD
6"OFD
6"DN-1
8"SD 8"OFD
8"DN-1
8"SD
8"OFD
8"DN-1
4"
S
A
N
FCO
FCO
4"SAN6"SAN
6"SAN
6"SAN
6"SAN
6"SAN
6"SAN
6"SAN
6"SAN
4"
S
A
N
3"GW
6"SAN 6"SAN 6"SAN
6"
S
A
N
4"SAN
1
1
1
1
2
1
1
1
1
11
1
1
1
4
"
S
A
N
4"SAN
4"SAN
1
3
1"GAS3/4"GAS
3/4" GAS LINE TO GAS FIRE PIT.
PROVIDE GAS REGULATOR, SHUT-OFF
VALVE, AND EMERGENCY SHUT-OFF
SYSTEM BY E AND I SALES (LACS FIRE
PIT/GAS GRILL CONTROL SYSTEM (OR
SIMILAR BY ISIMET).
NOTES:
• ALL FLOOR DRAINS SHALL BE PROVIDED
WITH TRAP PRIMERS TO MEET CPC
418.3 AND 1007.
• HAMMER ARRESTORS SHALL BE
PROVIDED AS STATED ON CPC 609.10.
• ALL PLUMBING FIXTURES SHALL BE
PROVIDED WITH A 2" VENT LINE
ROUTED TO THE ROOF LEVEL.
4"SAN 4"SAN
REFER TO BUILDING D
FOR CONTINUATION.
476.35 TOP OF GRADE/
469.60 INVERT ELEVATION
466.15 EXISTING SEWER LINE
4"DN-1
4"SD
ALL ROOF DRAINS ARE TIED TO
UNDERGROUDN STORM SYSTEM.
(TYP.)
ALL ROOF DRAINS ARE TIED TO
UNDERGROUDN STORM SYSTEM.
(TYP.)
3"
V
3"V 3"V3"V1 1/2"GAS
1
1
/
2
"
G
A
S
1 1
/
4
"
G
A
S
1 1/4"GAS
1 1/4"GAS
1 1/2"GAS
4
expect a difference
305 South 11th Street
San Jose, California 95112-2218
408.282.1500 | 408.297.2995 (f)
salasobrien.com
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
DA
T
E
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
7/29/2024
125 W. HUNTINGTON DR.
BUILDING C & D
ARCADIA, CA 91006
7/29/2024 4:02:22 PM
CP1.1A
PLUMBING FIRST FLOOR
PLAN
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA 91006
2019-00859-00
VG PROPERTIES
INVESTMENTS, LLS
Scale: 3/32" = 1'-0"1 PLUMBING FIRST FLOOR PLAN
PLUMBING KEYED NOTESXX
1
2
4" WASTE PIPING DOWN FROM FLOOR ABOVE.
4" WASTE PIPING UP FROM BASEMENT PLAN FROM DUAL PUMP
SEWEGE SYSTEM (DP-1).
4" GREASE WASTE PIPING DOWN FROM ROOF LEVEL.
DROP AND EXTEND GAS PIPING INSIDE WALL DOWN TO BASEMENT TO SERVE GAS
DRYERS. COORDINATE FINAL LOCATION, POINT OF CONNECTION, AND PRESSURE
REQUIREMENTS WITH EQUIPMENT.
3
4
NO.DATE ISSUES & REVISIONS
11.21.23 PERMIT SET
(BULLETIN 1 - IFC SET)
Date 6 bar chanbe future
02.26.24 BULLETIN 5
07.29.24 BULLETIN 9
09/16/2024
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
P102
PLUMBING
FLOOR PLAN - DOMESTIC
WATER & NATURAL GAS PIPING
11.26.25
UP
UTILITYCABINET.
UTILITYCABINET.
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
P103
PLUMBING ROOF PLAN -
NATURAL GAS PIPING
11.26.25
J
DN
DN
1
A
B
C
C.3
C.4
D
0.6
2
3
4
5
6
7
7 8 9 10 11 12 136.7 7.3
0.5
2.5
3.5
4.5
5.5
6.5
C.6
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
13.4
13.5
1.5
ST-C2.4
ST-C1.4
C406
C405
C401
C402.1 C403.1
C407
C403.2
STORAGE
C 403.1
W
C 404
M
C 405
DINING
C 401
DINING
C 401.1
STAIR
ST-C1
STAIR
ST-C2
ELEV. EQMT.
C 406
C401.1
XMA6-2
1
XMA6-1
0
XMA6-1
0
MB6-4
2
XMA6-2
0
BAR
KITCHEN
JANITOR'S
CLOSET
HAN
D
S
I
N
K
3-CO
M
.
B
A
R
S
I
N
K
D
D
D
C
H
D C
H
C
GWH-1
(399 CFH)GWH-3
(399 CFH)
GWH-5
(399 CFH)
GWH-2
(399 CFH)
GWH-4
(399 CFH)
DOAS-W
(191 CFH)
1 1/4"GAS
PROVIDE GAS PRESSURE
REGULATOR PRIOR TO
CONNECTION TO EQUIPMENT.
UNISTRUT
(TYP OF 3)
DOAS-3
(238 CFH)
3/
4
"
G
A
S
1 1/4"GAS
LOCATION OF EXISTING
GAS WATER HEATERS
WORK IN THIS AREA IS
PER SEPARATE PERMIT
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
P501
PLUMBING
DETAILS
GAS CONNECTION TO EQUIPMENT
GAS PRESSURE
REGULATOR INSTALLATION
SCALE: NONESCALE: NONE
SCALE: NONE
SCALE: NONE
SCALE: NONE
FLOOR DRAIN WITH
TRAP SEAL PROTECTION
INTERIOR WALL PENETRATION
INTERIOR FLOOR PENETRATION
WALL CLEANOUT DETAIL SHIELD FOR INSULATED PIPING
DRAIN DISCHARGE PER CPC 704.3
NEPTUNEHPTURBINE
SCALE: NONE
DOMESTIC WATER SUB-METER8
SCALE: NONE
FLOOR CLEANOUT10
SCALE: NONE
QUICK DISCONNECT DETAIL
FLOOR SINK
11.26.25
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
P601
PLUMBING
ISOMETRICS
GAS PIPING NOTES
11.26.25
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
P602
PLUMBING
ISOMETRICS
GAS PIPING NOTES
11.26.25
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
E000
ELECTRICAL
SYMBOLS, ABBREVIATIONS
& GENERAL NOTES
”
CONSTRUCTION PHOTOGRAPHS
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6E000.dwg, 11/25/2025 3:10:00 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
E001
ELECTRICAL
SPECIFICATIONS
”
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6E001.dwg, 11/25/2025 3:09:25 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
E002
ELECTRICAL
TITLE 24
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6E002.dwg, 11/25/2025 3:09:42 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
E101
ELECTRICAL
BUILDING C - LEVEL 1
POWER PLAN - EAST
4
5
6
7
7
8 9 10 11 12 13
6.7
7.3
5.5
6.5
C.6
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
4
5
6
7
7
8 9 10 11 12 13
6.7
7.3
5.5
6.5
C.6
C.1
A.7
7.5 8.5 9.5 10.5 11.5 12.5
A
B
C
D
C.3
C.4
13.4
13.5
W
W
FP
FP
DN
1" : 12"DN
COLO
R
A
D
O
P
L
A
C
E
SLOPE
SLOPE
+24"~ 30"
KITCHEN
DISHWASHING
UTILITYCABINET.
CO2 18"x36"
DN
UP
DN
UP
+18"
+44"
+18"
+18"
J
UTILITYCABINET.
UTILITYCABINET.
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
ADMIN
C 145
I.T. ROOM
C 142
STAIR
ST-C2
ENTRY
VESTIBULE
C 148
BOH
C 152
STAIR
ST-C3
ELEC.
C 113
RESTAURANT
DINING (THE
OVALO)
C 161
POOL EQUIP.
D 004
FRONT DESK
C 146
LOBBY
C 149
EXECUTIVE
LOUNGE
C 147
BAR
C 151
QQ C.1
C 111
LUGG./BIKE
STORAGE
C 141
BAR LOUNGE
C 150
WALKWAY
C 153
OUTDOOR
LOUNGE
D 120
POOL DECK
D 123
POOL
D 124
RISER ROOM
C 115
OFFICE
C 143
FITNESS
CENTER
D 102
STAIR
ST-C4
KING C.1 (C.F.)
C 114
OFFICE
C 144
KITCHEN
C 154
SERVICE
STATION
C 157
W
C 155 M
C 156 BOARD ROOM
C 158
HALLWAY
C 160
V.I.P DINING 2
C 162
V.I.P DINING 1
C 163
JAPANESE
RESTAURANT
DINING
C 164
MEETING
ROOM
C 159
JAPANESE
RESTAURANT
KITCHEN
C 165
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
SOBA PREP
C168
V.I.P. PREP
C167
MA
T
C
H
L
I
N
E
MA
T
C
H
L
I
N
E
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6E101.dwg, 11/25/2025 3:09:07 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
E401
ELECTRICAL
ENLARGED PLANS
ALL EQUIPMENT TO BE LISTED FOR THE PURPOSE, LOCATION AND INSTALLED
PER THE MANUFACTURER'S INSTRUCTIONS. ALL EQUIPMENT NOT LISTED AS
AN ASSEMBLY WILL REQUIRE A 3RD PARTY FIELD EVALUATION BY A COMPANY
APPROVE BY THE AHJ.
12 13
11.5 12.5
B
C
D
C.4
13.4
J
UTILITYCABINET.
UTILITY
CABINET.
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
JAPANESE
RESTAURANT
DINING
C 164
JAPANESE
RESTAURANT
KITCHEN
C 165
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
SOBA PREP
C168
V.I.P. PREP
C167
SERV
C169
11 13 14 15 1612
21
22 23 24 24
19
18
6
6
5
7
1212
18
7
1
2
3
32
18
25
30
7
4
33
18
10
12
7
29
282828
5
9
9
8
8
17
35
34
35
31 3631
7
DN
WIC-CU
HALLWAY
C 160
1212 1313
BB
CC
C.3C.3
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6E401.dwg, 11/25/2025 3:10:38 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
EL401
ELECTRICAL LIGHTING
ENLARGED PLAN
ALL EQUIPMENT TO BE LISTED FOR THE PURPOSE, LOCATION AND INSTALLED
PER THE MANUFACTURER'S INSTRUCTIONS. ALL EQUIPMENT NOT LISTED AS
AN ASSEMBLY WILL REQUIRE A 3RD PARTY FIELD EVALUATION BY A COMPANY
APPROVE BY THE AHJ.
12 1311.5 12.5
B
C
D
C.4
13.4
JAPANESE
RESTAURANT
DINING
C 164
JAPANESE
RESTAURANT
KITCHEN
C 165
SOBA PREP
C168
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
V.I.P. PREP
C167
SERV
C169
MTS12
MTS12
MTS12
MTS12
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DAC
DACDAC
DAC
DAC
MTS12
DAC
DAC
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6EL401.dwg, 11/25/2025 3:10:09 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
EL402
ELECTRICAL EMERGENCY
LIGHTING PHOTOMETRICS
Luminaire Schedule
Symbol Qty Label Arrangement Description
2 CE Single Cooper Metalux - 24CZ2-40-UNV-L835-CD1-U
5 LF Single Vakker Lighting - ledbulb_60w_e26
18 RR Single CSL - WS-AIC-1-15S1; WS-AIC-1-2790-XSTXX-STXX - 50
4 RT Single Integer - RGY3-16L-27K-ID-40
Calculation Summary
Label CalcType Units Avg Max Min Avg/Min Max/Min
C160_Floor Illuminance Fc 14.86 17.2 12.7 1.17 1.35
C164, C166, C167_Floor Illuminance Fc 13.77 69.3 2.2 6.26 31.50
C165_Floor Illuminance Fc 10.29 21.8 1.0 10.29 21.80
C169_Floor Illuminance Fc 14.18 14.2 14.1 1.01 1.01
12 1311.5 12.5
B
C
D
C.4
13.4
JAPANESE
RESTAURANT
DINING
C 164
JAPANESE
RESTAURANT
KITCHEN
C 165
SOBA PREP
C168
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
V.I.P. PREP
C167
SERV
C169
15.0 13.0
16.9 14.6
14.9 12.7
17.2 14.9
15.3 13.0
16.7 14.5
15.7 13.6
19.1 16.3 12.2 18.6 22.2 22.8 21.1 19.0 18.5 10.2 5.0 10.6 17.8 13.3
7.7 14.2 12.5 10.2 14.4 18.5 22.3 19.5 13.1 13.7 8.2 4.7 8.3 13.1 9.3
4.4 6.7 7.1 6.6 7.8 12.0 21.6 21.0 4.8 7.3 8.0 7.3 7.0 6.0 4.0
3.6 4.8 5.9 6.3 6.1 10.9 21.9 21.9 5.1 15.4 29.2 30.1 22.5 7.4 3.1
3.7 4.9 6.1 6.5 6.3 10.9 22.4 22.3 7.6 31.3 64.8 66.8 48.6 12.9 3.7
3.7 4.9 6.0 6.5 6.2 10.9 22.0 22.0 7.6 32.3 67.3 69.3 50.4 13.3 3.5
3.6 4.7 5.7 6.1 6.0 10.8 22.4 22.3
3.5 4.5 5.5 5.8 5.7 10.6 22.1 22.1
3.5 4.4 5.4 5.8 5.8 10.5 22.1 22.1
3.4 4.4 5.4 5.9 5.7 10.4 21.4 21.4
3.2 4.1 5.0 5.5 5.4 8.6 17.0 16.9
3.0 3.7 4.1 4.4 4.2 5.2 8.1 7.7
2.6 4.1 12.7 35.9 49.2
2.2 3.6 12.9 37.2 51.3
3.9 5.7 8.5 11.7 12.9 11.0 7.5
4.6 6.9 11.0 16.3 18.7 15.3 9.0
5.1 7.6 12.5 18.8 21.8 18.2
5.3 7.8 12.2 17.5 19.9 17.1
5.3 7.8 11.8 16.5 18.5 16.2
5.2 7.8 12.4 18.1 20.6 16.9 8.3 4.5 2.6 1.5 1.0
4.9 7.5 12.3 18.6 21.2 16.9 9.6 4.9 2.7 1.6 1.1
4.3 6.6 10.3 15.2 17.2 13.9 8.9 4.4 2.5 1.5 1.0
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
CE
MH: 9
CE
MH: 9
RT
MH: 9
RR
MH: 9
RR
MH: 9
LF
MH: 9
LF
MH: 9
LF
MH: 9
LF
MH: 9
LF
MH: 9
RT
MH: 9
RR
MH: 9
RR
MH: 9
RR
MH: 9
RT
MH: 9
RT
MH: 9
J
2 TC
1LCG
5M
TC TC TC
TC
RR RR RR RR
12H 12H 12H
12H
12
5M
5M
MTS12
DAC
DAC
TC TC
RR
SH
12H
12
TB
SH
TYPE , (TYP)
D7D7
12G
MTS12
DAC
3DEF
;3GH
TC
TC
TC
TC
RR
RR
RR
RR
12H
12H
12H
12H
1F
LJ
J2
TC
TC
TC
TC
TC
TC
SH
SH
SH SH
SH
SH
12G
12G
12G
TB
TB
TB
3E
3E
3E
D7
D7
D7 D7
D7
D7
MTS12
DAC
DAC
3DEF
J
2
J
3GH
N
12
TC
RR
SH
SH
SH SH
SH SH
1,3
1LCG
71LCG
12G
12H
1F
1HCLB
LJ
1N
D7
D7
D7
D7
D7
D7
DAC
DAC
DAC
I
RR
RR RR
RR
12I
12I
12I
12I
DAC
DAC
14.2 14.2
14.2 14.1 J
JKLM
1HCLB
TC
RT
RT RT
RT
LS LB
LS
LB
12K 12K
12K 12K
12J
12J
1J
1J 1J
1L
1L
1L 1L
MTS12
DAC
DAC
DAC
1
RR
12
RR
1
RR
1
RR
12
12
LJ
12
RS
1
DAC
MTS12
DAC
JJ
1
DAC
FC
166
1J
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6EL402.dwg, 11/25/2025 3:08:46 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
EL403
ELECTRICAL
LIGHTING CONTROL AND
DIMMING SYSTEM PLAN
ABC
WST
$3D
WST
$5D
RSP
RSP
BOCA
OCS12
CAT
WST
$3D
WST
$5D
OCS12
CAT
RSP
BOCA
RSP
RSPBOCA
WST
$3D
WST
$3D
ESP
ESP
WST
$3D
ESP
RSP
OCS12CAT
WST
$3D
HI
WST
$3D
RSP
RSP
OCS12CAT
RSP
BOCA
RSP
WACGS308P-100NAS
WAH-C-POE
12 1311.5 12.5
B
C
D
C.4
13.4
JAPANESE
RESTAURANT
DINING
C 164
JAPANESE
RESTAURANT
KITCHEN
C 165
SOBA PREP
C168
JAPANESE
RESTAURANT
V.I.P. SEATING
C 166
V.I.P. PREP
C167
SERV
C169
MODELNUMBER
ZONE
ESP
RSP
OCS12CAT
RSP
Symbol Model Number Description
WAC2-PoE
Controls Up To 200 WaveLinx Devices, Supports Up To 16 Areas
Drag and Drop Programming of Lighting Zones Via WaveLinx Mobile App
120V Receptacle Required Within 3 Feet of the WAC
RSP-C-010-Z1 Relay Switchpack, 0-10V Dimming, 20A Load
120/277V
WAC
BF-SDS10V-AST
Takes a 0-10V dimming signal and a fixed line voltage input
and converts it to a phase-adaptive dimmed output
OCS-P-12 PIR and photocell that automatically control lights via CAT
communication to compatible dimming and switching devices. 1200sqft
GS308P-100NAS Unmanaged Network Switch, 4 Ports to Power and
Communicate with WAC-PoEsGS308P-100NAS
WST-C-3D CAT Wallstation, 2 Large Buttons, Raise/Lower
120/277V Required, Custom Engraved Buttons Available
RSP
BOCA
OCS12CAT
WST-C-5D CAT Wallstation, 4 Buttons, Raise/Lower
120/277V Required, Custom Engraved Buttons Available
WST
$3D
WST
$5D
WAH-C-POE WAH-C-POE-ID IP-to-CAT bridge connecting CAT devices to the
WaveLinx Area Controller.
ESP-C-010-Z1 Emergency Relay Switchpack, 0-10V Dimming, 20A Load
120/277VESP
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6EL403.dwg, 11/25/2025 3:09:17 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
E501
ELECTRICAL
DETAILS
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6E501.dwg, 11/25/2025 3:08:56 PM, mario.gobea
expect a difference
305 South 11th Street
San Jose, California 95112-2218
877.725.2755 | 877.925.1477 (f)
WWW.SALASOBRIEN.COM
National Strength.
Local Action.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
OVALO KIZUNA LLC
JAPANESE RESTAURANT
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
(SOBE 190859.6)
08.27.25 TI PLAN CHECK (2ND)
10.06.25 TI PLAN CHECK (3RD)
11.26.25 TI PERMIT SET
E601
ELECTRICAL
SCHEDULES & SINGLE LINE
DIAGRAM
ALL EQUIPMENT TO BE LISTED FOR THE PURPOSE, LOCATION AND INSTALLED
PER THE MANUFACTURER'S INSTRUCTIONS. ALL EQUIPMENT NOT LISTED AS
AN ASSEMBLY WILL REQUIRE A 3RD PARTY FIELD EVALUATION BY A COMPANY
APPROVE BY THE AHJ.
K:\drawings\Pacific Design Group\190859.6 Hilton Hotel at Huntington Center Arcadia Japanese Restaurant\190859.6E601.dwg, 11/25/2025 3:09:17 PM, mario.gobea
3'
-
2
"
11 13 14 15 1612
21
22 23 24 24
19
18
6
6
77
7
1212
18
17
4'
-
6
"
7
2
32
18
7
4 33
20
26
18
10
1'-0"11'-6"
12
8
8
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
3
28 28 28
5 5
9
9
34
35
35
31 3137
1
27
30 25
30
"
30"
19"MIN.
19
"
M
I
N
.
29
3'
-
8
1
/
2
"
CL
CL
SERV
SOBA PREP
JAPANESE
RESTAURANT
KITCHEN
JAPANESE
RESTAURANT
V.I.P. SEATING
V.I.P. PREP
JAPANESE
RESTAURANT
DINING
36
38
SCALE
1/2"=1'-0"1EQUIPMENT PLAN
EQUIPMENT PLAN
K100
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
COMMERCIAL / RESIDENTIAL
DESIGN & GENERAL CONSTRUCTION
1217 BUENA VISTA STREET, STE 102B.
DUARTE. CA 91010
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
09.18.25 3rd HEALTH PLAN CHECK
INTERIOR FULL-HEIGHT
DRY WALL
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
SCALE
NTS 1
EQUIPMENT SCHEDULE
EQUIPMENT SCHEDULE
K110
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
COMMERCIAL / RESIDENTIAL
DESIGN & GENERAL CONSTRUCTION
1217 BUENA VISTA STREET, STE 102B.
DUARTE. CA 91010
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
09.18.25 3rd HEALTH PLAN CHECK
SCALE
NTS 9FINISH SCHEDULE
FLOOR BASE WALL CEILINGROOM NAME
SEALED CONCRETE
GALVINIZED METAL
SHEET VINYL / VCT TILES
SMOOTH FINISH
PORCELAIN TILES
FLOOR
6"X6" QUARRY TILES
CARPET OR WOOD
6"H QUARRY TILES
4" VINYL/RUBBER
6"H WOOD BASE; PAINTED
6"H GALVINIZED METAL
SMOOTH FINISH
3/8" RADIUS COVED
BASE
6"H CERAMIC TILES (WHITE COLOR; TOPSET)
6"H CERAMIC / PORCELAIN TILES
PAINTDRYWALL
WALL TILES (FULL HEIGHT)
GALVANIZED METAL (FULL HEIGHT)
SEMI-GLOSS ENAMEL
WALL CEILING
DRYWALL
PAINT
GALVINIZED METAL
OPEN
SEMI-GLOSS ENAMEL
LIGHT COLOR, SMOOTH,
NON-ABSORBENT, EASILY CLEANABLE
2'X2' OR 2'X4' WASHABLE T-BAR
CEILING VINYL TILES
2'X2' OR 2'X4' T-BAR CEILING TILESFRP ON WATER RESISTIVE DRYWALL
F1
F2
F3
F4
F5
F6
F7
F8
EPOXY (TROWELED)MINIMUM OF 4-FOOT HIGH FRP ABOVE
THE COVE BASE.LIGHT COLOR, SMOOTH,
NON-ABSORBENT, EASILY CLEANABLE
STAINLESS STEEL FLASHING (FULL HEIGHT)
(FULL HEIGHT)
VINYL WALL COVERING
4" H EPOXY CONTINUE FROM FLOOR
B1
B2
B3
B4
B5
B6
B7
B8
B9
W1 W2
W3
W4
W5
W6
W7
W8
W9
W10
C1
C2
C3
C4
C5
C6
C7
C8
FINISH SCHEDULE NOTES
1)WALLS AND CEILINGS IN ALL AREAS EXCEPT OFFICE, DINING AREA SHALL BE DURABLE, SMOOTH, NONABSORBENT, AND EASILY WASHABLE WITH A LIGHT COLORED (LIGHT
COLORED IS DEFINED AS HAVING A LIGHT REFLECTANCE VALUE OF 70% OR GREATER) FINISH.
2)ALL COUNTER SURFACES INCLUDING UNDERSIDE SHALL BE DURABLE, SMOOTH, NONABSORBENT, EASILY WASHABLE FINISH (MAY REQUIRE STAINLESS STEEL OR HIGH
PRESSURE LAMINATE).
3)TILES IN RESTROOMS, SERVICE AREA AND KITCHEN SHALL BE DURABLE, SMOOTH, NONABSORBENT, EASILY WASHABLE FINISH.
4)FLOORING UNDER EQUIPMENT AND AT THE BASE COVES SHALL BE COMPLETELY SMOOTH. FLOOR SURFACES WHICH CONTAIN SLIP-RESISTANT AGENTS SHALL BE
RESTRICTED TO TRAFFIC AREAS ONLY.
5)ALL EQUIPMENT SHALL BE EITHER EASILY MOVABLE (IE., ON CASTERS), ON MIN. 6 INCH ROUNDED METAL LEGS, OR SEALED TO MIN. 4 INCH SOLID MASONRY ISLAND WITH
MIN. THREE-EIGHTHS INCH COVED RADIUS.
6)CONCRETE FLOOR MUST USE TOP-SET TYPE CERAMIC COVED BASE.
7)WATER RESISTANT WALLS (IE. FRP, STAINLESS STEEL, TILES) ARE REQUIRED BEHIND ALL SINKS AND DISHWASHERS. MATERIAL TO BE MIN. 4 FT. HIGH FOR LA COUNTY, MIN. 8
FT. HIGH FOR OTHER COUNTIES. ALL RESTROOM WALLS TO HAVE MOISTURE RESISTANT GYPSUM BOARD BACKING.
8)A MIN. 50-FOOT CANDLES OF LIGHT MEASURED 30" A.F.F. IN PREP AREAS; A MIN. 20-FOOT CANDLES OF LIGHT IN SAKE BAR, HANDWASHING AREAS, UTENSIL WASHING AREA,
& RESTROOMS; A MIN. 10-FOOT CANDLES OF LIGHT IN STORAGE, JANITORIAL AREA & WALK-IN COOLER.
CEILING PANEL:THE FOLLOWING CEILING PANELS ARE U.S.G #3270 VINYL ROCK OR NATIONAL
GYPSUM GOLD BOND, GRIDSTONE GYPSUM CEILING PANELS.
TILES:
TOPSET (SLIM-FOOT)
CERAMIC COVED BASE:
CONCRETE SEALER:
DRYWALL PAINT:
DALTILE OR EQUIVALENT.
B&W TILE CO. #S-3619TN
MONOCHEM AQUASEAL W20
A LKYD SEMI-GLOSS ENAMEL WHITE BASE NO. 3900
INTERIOR WALL AND CEILING FINISHES SHALL COMPLY WITH CBC 803.1, TABLE 803.13 AND TABLE 803.13
INTERIOR FLOOR FINISHES SHALL COMPLY WITH SECTION 804
FLOOR COVERING:THE FOLLOWING ARE APPROVED.
SERVICE
SOBA PREP
V.I.P.PREP
KITCHEN
UNDER HOOD COOKING AREA
WIC
F2 F8
F2 F8
F2 F8
F1 F8
B2 B8 B9
B2 B8 B9
B2 B8 B9
B1 B8 B9 C3 C7
C1 C4 C7 C8
C1 C4 C7 C8
C1 C4 C7 C8W1W2
W4 W9
W3 W9
W8 W9F1F8B2B8B9
F1 F8 C5 C7W7W9B1B8B9
W4 W9
W9 W10
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
8"
8'-10"
5'
-
1
0
"
3'
-
0
"
9'
-
5
"
9'-1"
9'
-
5
"
3'
-
2
"
3'
-
6
"
2'-0"4'-0"
2'-8"7'-10"
2'
-
1
"
1'
-
9
"
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
8'
-
1
0
"
4'-0"
6'
-
1
0
"
1'
-
9
"
+48"
+20"
+20"
+48"
+20"
+20"
+20"
+48"
+20"+20"
+20"+20"
J
3'-0"
3'
-
9
"
+20"
+20"
CL
CL
SERV
SOBA PREP
JAPANESE
RESTAURANT
KITCHEN
JAPANESE
RESTAURANT
V.I.P. SEATING
V.I.P. PREP
JAPANESE
RESTAURANT
DINING
SCALE
1/2"=1'-0"1EQUIPMENT PLAN - ELEC. OUTLETS
EQUIPMENT PLAN-
ELEC. OUTLETS
3/
1
2
/
2
0
2
5
2
:
4
6
:
1
7
P
M
K120
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
COMMERCIAL / RESIDENTIAL
DESIGN & GENERAL CONSTRUCTION
1217 BUENA VISTA STREET, STE 102B.
DUARTE. CA 91010
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
09.18.25 3rd HEALTH PLAN CHECK
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
2'-6"
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
+20"
+20"+20"+20"+60"+20"
4"
CL
CL
SERV
SOBA PREP
JAPANESE
RESTAURANT
KITCHEN
JAPANESE
RESTAURANT
V.I.P. SEATING
V.I.P. PREP
JAPANESE
RESTAURANT
DINING
4'-10"1'-4"3'-0"6'-1"
SCALE
1/2"=1'-0"1EQUIPMENT PLAN - GAS
EQUIPMENT PLAN-
GAS
3/
1
2
/
2
0
2
5
2
:
4
6
:
1
7
P
M
K130
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
COMMERCIAL / RESIDENTIAL
DESIGN & GENERAL CONSTRUCTION
1217 BUENA VISTA STREET, STE 102B.
DUARTE. CA 91010
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
09.18.25 3rd HEALTH PLAN CHECK
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
1'-1"
3'-2"1'-10"1'-10"6'-0"
6'
-
1
"
6'-4"
8'
-
7
"
8'-9"
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
CL
CL
SERV
SOBA PREP
JAPANESE
RESTAURANT
KITCHEN
JAPANESE
RESTAURANT
V.I.P. SEATING
V.I.P. PREP
JAPANESE
RESTAURANT
DINING
SCALE
1/2"=1'-0"1EQUIPMENT PLAN - WATER SUPPLY
EQUIPMENT PLAN-
WATER SUPPLY
3/
1
2
/
2
0
2
5
2
:
4
6
:
1
7
P
M
K140
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
COMMERCIAL / RESIDENTIAL
DESIGN & GENERAL CONSTRUCTION
1217 BUENA VISTA STREET, STE 102B.
DUARTE. CA 91010
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
09.18.25 3rd HEALTH PLAN CHECK
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
6'-11"5'-7"
3'
-
2
"
1'
-
0
"
6'-11"
1'
-
1
"
6'-5"
7'
-
5
"
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
CL
CL
SERV
SOBA PREP
JAPANESE
RESTAURANT
KITCHEN
JAPANESE
RESTAURANT
V.I.P. SEATING
V.I.P. PREP
JAPANESE
RESTAURANT
DINING
SCALE
1/2"=1'-0"1EQUIPMENT PLAN - WATER WASTE
EQUIPMENT PLAN-
WATER WASTE
3/
1
2
/
2
0
2
5
2
:
4
6
:
1
7
P
M
K150
NO.
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
COMMERCIAL / RESIDENTIAL
DESIGN & GENERAL CONSTRUCTION
1217 BUENA VISTA STREET, STE 102B.
DUARTE. CA 91010
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
09.18.25 3rd HEALTH PLAN CHECK
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
14
"
x
4
8
"
14
"
x
4
8
"
14"x36"14"x36"14"x36"
CL
CL
SERV
SOBA PREP
JAPANESE
RESTAURANT
KITCHEN
JAPANESE
RESTAURANT
V.I.P. SEATING
V.I.P. PREP
JAPANESE
RESTAURANT
DINING
SCALE
1/2"=1'-0"1INDEX PLAN
INDEX PLAN
11
K1.61
10
K1.61
3
K1.61
6
K1.61
12
K1.61
9
K1.61
1
K1.61
2
K1.61
4
K1.61
3/
1
2
/
2
0
2
5
2
:
4
6
:
1
7
P
M
K160
8
K1.61
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
COMMERCIAL / RESIDENTIAL
DESIGN & GENERAL CONSTRUCTION
1217 BUENA VISTA STREET, STE 102B.
DUARTE. CA 91010
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
09.18.25 3rd HEALTH PLAN CHECK
FOR
R
E
F
E
R
E
N
C
E
O
N
L
Y
.
UND
E
R
S
E
P
A
R
A
T
E
P
E
R
M
I
T
1'
-
6
"
3'
-
0
"
7'-0"7"7"
4"
7'
-
0
"
1'
-
1
1
"
3'
-
0
"
3'
-
5
"
34
"
H
.
F
O
R
AC
C
.
C
O
U
N
T
E
R
1'
-
1
1
"
3'
-
0
"
SCALE
3/8"=1'-0"1
SCALE
3/8"=1'-0"2
SCALE
3/8"=1'-0"3
SCALE
3/8"=1'-0"4SCALE
3/8"=1'-0"8
SCALE
3/8"=1'-0"6
SCALE
3/8"=1'-0"9
SCALE
3/8"=1'-0"10
SCALE
3/8"=1'-0"11
SCALE
3/8"=1'-0"12
ELEVATION ELEVATION
ELEVATION
ELEVATIONELEVATION
ELEVATION
ELEVATION ELEVATION ELEVATION
7'
-
0
"
3'
-
0
"
3'
-
0
"
34
"
H
.
F
O
R
AC
C
.
C
O
U
N
T
E
R
3'
-
5
"
7'
-
0
"
3'
-
5
"
34
"
H
.
F
O
R
AC
C
.
C
O
U
N
T
E
R
1'
-
6
"
3'
-
4
"
7'-0"6"
5'
-
6
"
4'
-
8
"
11"1'-7"
2'-6"
1'-7"11"
2'-6"
TYPE I HOOD #1
TYPE I HOOD #2
ELEVATIONS
3/
1
2
/
2
0
2
5
2
:
4
6
:
1
7
P
M
K161
SHEET NUMBER
ALL DRAWINGS AND WRITTEN MATERIAL APPEARING
HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED
WORK OF THE DESIGN PROFESSIONAL AND MAY NOT BE
DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN
CONSENT OF THE DESIGN PROFESSIONAL
PROJECT NUMBER
DESCRIPTION
SCALE
PROJECT NAME
AS SHOWN
OWNER NAME
OVALO KIZUNA LLC
25 E. HUNTINGTON DRIVE
ARCADIA, CA 91006
HILTON ARCADIA
123 W HUNTINGTON DR.
ARCADIA, CA
91007
LA21.522
JAPANESE RESTAURANT
COMMERCIAL / RESIDENTIAL
DESIGN & GENERAL CONSTRUCTION
1217 BUENA VISTA STREET, STE 102B.
DUARTE. CA 91010
NO.DATE ISSUES & REVISIONS
06.19.25 TI PLAN CHECK
08.27.25 TI PLAN CHECK (2ND)
09.18.25 3rd HEALTH PLAN CHECK
FOR
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11.26.25 TI PERMIT SET
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
SEISMIC EVALUATION
AND RETROFIT of BLDG C
for
Hilton Arcadia Hotel
123 W. Huntington Drive
Arcadia, CA 91006
for
AXIS/GFA Architecture + Design
1130 Westwood Boulevard
Los Angeles, CA 90024
Prepared by
MHP, Inc.
Structural Engineers
Long Beach, California
June 9, 2022
MHP JN: 19-0283-01
STRUCTURAL CALCULATIONS
Version 23
October 9, 2023
4
November 12, 2023August 26, 2025
Hilton Arcadia HotelJapanese Restaurant
S
No.4101IS
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OF C
TA
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EF
D P R O
TE
E
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AINRFOILA
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KE N N E T H D.O'D
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U R A LTSRUCT
November 25, 2025
19-0283-03
CALCULATION SHEET
SUBJECT: DATE: JOB NO:
BY: SHEET:
H:\2019\190283\4_Engineering\Building C\Table of Contents.docm
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
Table of Contents
C.22
INTERIOR METAL STUD
EXHAUST HOOD ANCHORAGE
TRANSFORMER ANCHORAGE
Roof DAOS and KEF
Page3
6
22
35
Section : 362S162-33 (33 ksi) @ 16" o.c. Single C Stud (punched)
Maxo =440.9 ft-lb 1023.6 lbVa =I =0.55 in^4
Loads have not been modified for strength checks
Loads have not been modified for deflection calculations
Bridging Connectors - Design Method =AISI S100
Span KyLy, KtLt
Flexual,
Distortional Connector
Stress
Ratio
Axial
Span 48.0", 48.0"48.0", 192.0"LSUBH3.25 (Min)0.15
Web Crippling
Support Load (lb)(in)Max Int.Stiffener?
Bearing Pa M
(lb)(ft-lbs)
R2 53.33 --Slip Track Design, Ref Connectors--NO
R1 53.33 --Stud/Track Design, Ref Connectors--NO
Gravity Load
Type Load (lb)
Uniform 6.67plf
Code Check Required Interaction NotesAllowed
Max. Axial, lbs 106.7(c)8%KΦ=0.00 lb-in/in Max KL/r = 1321300.6(c)Span
Max. Shear, lbs 53.3 10%Shear (Punched)521.2
Max. Moment (MaFy, Ma-dist), ft-lbs 213.3 48%MaFy (control),KΦ=0.00 lb-in/in440.9
Moment Stability, ft-lbs 213.3 49%431.9
Shear/Moment 0.48 48%Shear 0.0, Moment 213.31.00
Axial/Moment 0.54 54%Axial 55.6(c), Moment 213.01.00
Deflection Span, in 0.605 --meets L/318--
Support Rx(lb)Ry(lb)Simpson Strong-Tie Connector
Connector
Interaction
Anchor
Interaction
11.00 %R2 53.3 0.0 35.56 %362SLT250-33 (33) & (1) 3/8" x 2.5" embed Titen HD to
2500 psi min concrete
8.89 %R1 53.3 106.7 20.40 %362T125-33 (33) & (1) 3/8" x 2.5" embed Titen HD to 2500
psi min concrete
* Reference catalog for connector and anchor requirement notes as well as screw placement requirements
www.strongtie.comSIMPSON STRONG-TIE COMPANY INC.
Project Name:TI Calc
Model:Typical
2012 NASPEC [AISI S100-2012]Code:
Page 1 of 1
Date: 08/26/2025
Simpson Strong-Tie® CFS Designer™ 5.2.8.0
3
Design Loads
Wall Lateral Pressure :
RO Lateral Pressure :
Parapet Lateral Pressure :
5 psf
Head/Sill Only
Lateral element force multiplier
Strength :
Deflection :1
1.0
Gravity Load at Header:9 psf
Box (lateral top, bottom)Header:
Component(s)Members(s)Flexural
Bracing Axial KyLy Axial KtLt
Distortional
K-Phi(lb-in/in)
Distortional
Lm
Brace Settings
Interconnection
Spacing
Wall Studs 362S162-33(33), Single@16 in o/c 48 in 48 in 0 None48 in N/A
Jamb Studs 362S162-33(33), (2) Non-Composite 48 in 48 in 0 None48 in N/A
Vertical Header 600S162-43(33), Boxed Full N/A 0 NoneN/A N/A
Lat. Top Head 362T150-43(33), Single Full N/A 0 NoneN/A N/A
Lat. Bottom Head 362T150-43(33), Single Full N/A 0 NoneN/A N/A
Sill 362T150-43(33), Boxed Full N/A 0 NoneN/A N/A
Component(s)Members(s)
Axial
Load (lb)
Max. Moment
(ft-lb)
Max.
Shear (lb)
Bottom
Reaction (lb)
Top or End
Reaction (lb)
Analysis Results
Max
KL/r
Wall Studs 362S162-33(33), Single@16 in o/c 0.0 43.3 43.3 43.3140.8N/A
Jamb Studs 362S162-33(33), (2) Non-Composite 281.3 177.9 177.9 146.7691.7108
Vertical Header 600S162-43(33), Boxed N/A 281.3 N/A 281.3878.9N/A
Lat. Top Head 362T150-43(33), Single N/A 78.1 N/A 78.1244.1N/A
Lat. Bottom Head 362T150-43(33), Single N/A 78.1 N/A 78.1244.1N/A
Sill 362T150-43(33), Boxed N/A 125.0 N/A 125.0390.6N/A
Component(s)Members(s)
Deflection A + M
Interaction
V + M
Interaction Web Stiffners Design OK
Design Results
Span Parapet
Wall Studs 362S162-33(33), Single@16 in o/c L/592 0.04 No Yes0.326L/0
Jamb Studs 362S162-33(33), (2) Non-Composite L/254 0.79 No Yes0.882L/0
Vertical Header 600S162-43(33), Boxed L/829 0.32 No Yes0.32NA
Lat. Top Head 362T150-43(33), Single L/370 0.58 No Yes0.58NA
Lat. Bottom Head 362T150-43(33), Single L/370 0.04 No Yes0.58NA
Sill 362T150-43(33), Boxed L/463 0.46 No Yes0.46NA
www.strongtie.comSIMPSON STRONG-TIE COMPANY INC.
Project Name:TI Calc
Model:1-Span Opening -1
2012 NASPEC [AISI S100-2012]Code:
Page 1 of 2
Date: 08/26/2025
Simpson Strong-Tie® CFS Designer™ 5.2.8.0
4
Support Rx(lb)Ry(lb)Simpson Strong-Tie® Connector
Connector
Interaction
Anchor
Interaction
Simpson Strong-Tie® Connectors @ Studs
55.81 %R2 43.33 0.00 28.89 %362SLT250-33 (33) & (1) .157", 3/4" embed SST PDPA/PDPAT
to 2500 nw concrete
19.68 %R1 43.33 156.00 16.58 %362T125-33 (33) & (1) .157", 1" embed SST PDPA/PDPAT to
2500 nw concrete
* Reference catalog for connector and anchor requirement notes as well as screw placements requirement
Support Rx(lb)Ry(lb)Simpson Strong-Tie® Connector
Connector
Interaction
Anchor
Interaction
Simpson Strong-Tie® Connectors @ Jambs
44.81 %R2 146.67 0.00 97.78 %362SLT250-33 (33) & (2) .157", 1" embed SST PDPA/PDPAT
to 2500 nw concrete
40.40 %R1 177.92 407.25 45.63 %362T125-33 (33) & (2) .157", 1" embed SST PDPA/PDPAT to
2500 nw concrete
* Reference catalog for connector and anchor requirement notes as well as screw placements requirement
Span/Parapet
Bracing
Length(in.)
Design
Number of
Braces Pn(lb.)
SUBH
(Min)¹SUBH
(Max)¹
MSUBH
(Min)¹
Simpson Strong-Tie® Wall Stud Bridging Connectors @ Studs
MSUBH
(Max)¹
LSUBH
(Min)¹
LSUBH
(Max)¹
Span 48 2968.5 OK (0.11)OK (0.10)No Soln4 No SolnOK (0.16)OK (0.10)
Span/Parapet
Bracing
Length(in.)
Design
Number of
Braces Pn(lb.)
SUBH
(Min)¹
SUBH
(Max)¹
MSUBH
(Min)¹
Simpson Strong-Tie® Wall Stud Bridging Connectors @ Jambs
MSUBH
(Max)¹
LSUBH
(Min)¹
LSUBH
(Max)¹
Span 48 N/A N/A N/A N/AN/A N/AN/A N/A
1) Values in parentheses are stress ratios.
2) Bridging connectors are not designed for back-back, box, or built-up sections.
3) Reference
Notes:
4) CFS Designer will not select bridging connectors unless all flexural and axial bracing settings are the same.
5) If the bracing length is larger than the span length, bridging connectors are not designed.
for latest load data, important information, and general notes. www.strongtie.com
www.strongtie.comSIMPSON STRONG-TIE COMPANY INC.
Project Name:TI Calc
Model:1-Span Opening -1
2012 NASPEC [AISI S100-2012]Code:
Page 2 of 2
Date: 08/26/2025
Simpson Strong-Tie® CFS Designer™ 5.2.8.0
5
SEISMIC FACTORS FOR EQUIPMENT ANCHORAGE
Site:
Floor (Level):
Equipment:
Seismic Design Force Factors:
ap* Rp* o Ip z h SDS**
amp factor response
mod factor
Omega
(overstrength)
Factor
importance
factor
height of
attach point
average roof
height
design
parameter at
short periods
2.5 6 2 1.0 1 3 1.321
* ASCE 7-16, Table 13.5-1, 13.6-1
**See seismic coefficients on US Seismic Design Maps output
Seismic Design Force for Equipment Anchorage
0.37 Wp (ASCE 7-16, Equation 13.3-1)
2.11 Wp (ASCE 7-16, Equation 13.3-2)
0.40 Wp (ASCE 7-16, Equation 13.3-3)
Seismic Design Force
Fp(H) =0.40 Wp 0.28 Wp
Fp (V) = .2SDS 0.26 Wp 0.18 Wp (ASCE 7-16, Section 13.3.1.2)
Overstrength Forces (Anchorage into Concrete (LRFD))
3o*Fp(H)=0.79 Wp 0.55 Wp
*No overstrength required for Fp(V)
ASD (0.7 x LRFD)LRFD
LRFD ASD (0.7 x LRFD)
Hilton Arcadia Hotel
Level 1
Exhaust Hood
=0.4
/
1 + 2
ℎ=
(min)= 0.3 =
(max)=1.6 =
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\8_Plan Review\TI plan check (1st Round)\TI Calcs\19-0283-03_Exhaust Hood
Anchorage_2019 CBC1.xlsm
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.
6
Suspended Equipment Anchor Forces (ASD)
Unit Properties
Unit
Wp =900 lbs
Anchorage Width, W =48 in
Unit Height, HUNIT =24 in
Rod Height, HROD =48 in
Brace Properties
Ɵ from the horizontal =45 ⁰
Lbrace length =68 in OK for Compression 8' max
Lh =48 in
Anchor Layout
No. of Rods (Ea Side), NRODS = 2
No. of Braces (Ea Side), NBRACES=2
Forces on Unit (LRFD)
Fp(H) =0.28 *Wp=250 lb
Fp(V) =0.26 *Wp=238 lb
Free Body Diagram of the brace alone demands that the bottom horizontal and vertical forces are equal and opposite to the forces at the
top of the brace and that these forces are defined by the angle, length of rod and the horizontal load acting on the brace. Therefore, this
spreadsheet uses separate freebodies for the unit and the brace and then superimposes the loads to the F2 rod. Only the horizontal load from
the brace is applied to the unit free body because this is theonly load applied to the brace. An alternative free body could include the unit and
brace with the reactions at the top of the brace included in the free body
Seismic to left for tension brace (For tension only use this case only) (ASD)
Free Body Diagram of unit assuming brace is horizontal
ΣMB = 0 (eq. 6):
F1max = =-224 lbs (Tension)
ΣMA = 0 (Eq. 6):
F2min unit = =-349 lbs (Tension)
ΣMA = 0 (Eq. 5):
F2max unit = -721 lbs (Tension)
Free Body Diagram of brace with F2 and brace connection to deck providing supports
F3(H) =Fp(H)=250 lbs
F3 = -F3(H) / sin Ɵ =-353 lbs (Tension)
ΣMc =0:
F3(V) bottom (=F2brace) =(F3(H)*Hrod) / Lh =250 lbs (Compression)
ΣMb =0:
F3(V) top=-[(F3(H)*Hrod) / Lh =-250 lbs (Tension)
Total rod force with superimposed brace and unit loads.
Seismic to the Left F2total = F2brace + F2min unit =-99 lbs (Tension)
Hood #1
[(Fp(H)*HUNIT/2) - ((.9Wp-Fp(V))*W/2)] / W
-[(Fp(H)*HUNIT/2)+ ((.9Wp-Fp(V))*W/2)] / W
-[(Fp(H)*HUNIT/2)+ ((1.2Wp+Fp(V))*W/2)] / W
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\8_Plan Review\TI plan check (1st Round)\TI Calcs\19-0283-03_Exhaust Hood
Anchorage_2019 CBC1.xlsm
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.
7
Seismic to right (for compression brace need to consider both seismic directions in design) (ASD)
Free Body Diagram of unit assuming brace is horizontal
ΣMB = 0 (eq. 5):
F1max = =-721 lbs (Tension)
ΣMA = 0 (Eq. 5):
F2min unit = =-596 lbs (Tension)
ΣMA = 0 (Eq. 6):
F2max unit = =-224 lbs (Tension)
Free Body Diagram of brace with F2 and brace connection to deck providing supports
F3(H) =Fp(H)=-250 lbs
F3 = F3(H) / sin Ɵ =353 lbs (Compression)
ΣMc =0:
F3(V) bottom (=F2brace)=(F3(H)*Hrod) / Lh =-250 lbs (Tension)
ΣMb =0:
F3(V) top=[(-F3(H)*Hrod) / Lh =250 lbs (Compression)
Rod force with total brace and unit loads.
Seismic to the Right F2total = F2brace + F2min unit =-846 lbs (Tension)
Rod / Brace Design Load Summary (for tension, only ignore comp. values) (ASD)
Cmax,rod =(F1 or F2total) / NRODS =NO COMP lbs
Tmax,rod =(F1 or F2total) / NRODS =-423 lbs
Tmax or Cmax,brace =|F3 / NBRACES|=177 lbs
TV at top of brace =F3(V) top / NBRACES =-125 lbs
VH at top of brace =|F3(H)top / NBRACES |=125 lbs
-[(-Fp(H)*HUNIT/2) + ((1.2Wp+Fp(V))*W/2)] / W
-[(-Fp(H)*HUNIT/2) + ((0.9Wp-Fp(V))*W/2)] / W
[(-Fp(H)*HUNIT/2) - ((1.2Wp+Fp(V))*W/2)] / W
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\8_Plan Review\TI plan check (1st Round)\TI Calcs\19-0283-03_Exhaust Hood
Anchorage_2019 CBC1.xlsm
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.
8
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2) hnom2
Item number: 2210254 KB-TZ2 1/2x3 3/4
Specification text: Hilti Æ 1/2 in Kwik Bolt TZ2 - CS with 2.5 in
nominal embedment depth per ICC-ES
ESR-4266 , Hammer drill bit installation per
MPII,
Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 10/1/2024 | 12/1/2025
Proof: Design Method ACI 318-14 / Mech
Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-14 Fig. R.17.5.2.1b)
Stand-off installation:
Profile:
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in.
Installation: Hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
Geometry [in.] & Loading [lb, in.lb]
9
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 600; Vx = 0; Vy = 0;
Mx = 0; My = 0; Mz = 0;
yes 38
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 600 0 0 0
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*600 8,433 8 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**600 1,586 38 OK
* highest loaded anchor **anchor group (anchors in tension)
3.1 Steel Strength
Nsa [lb]f f Nsa [lb]Nua [lb]
11,244 0.750 8,433 600
3.2 Concrete Breakout Failure
ANc [in.2]ANc0 [in.2]ca,min [in.]cac [in.]y c,N
36.00 36.00 ∞5.500 1.000
ec1,N [in.]y ec1,N ec2,N [in.]y ec2,N y ed,N y cp,N kcr
0.000 1.000 0.000 1.000 1.000 1.000 21
l a Nb [lb]f f seismic f Ncbg [lb]Nua [lb]
1.000 3,253 0.650 0.750 1,586 600
10
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*N/A N/A N/A N/A
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength*N/A N/A N/A N/A
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
5 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the
anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The
proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the
equations remain in their imperial format.
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to
https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/
• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section
17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The
connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c).
• Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile
yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3
(b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the
anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design
strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased
by w0.
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-14, Section 17.8.1.
Fastening meets the design criteria!
11
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
6 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2)
hnom2
Profile: - Item number: 2210254 KB-TZ2 1/2x3 3/4
Hole diameter in the fixture: - Maximum installation torque: 602 in.lb
Plate thickness (input): - Hole diameter in the base material: 0.500 in.
Hole depth in the base material: 2.750 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti Æ 1/2 in Kwik Bolt TZ2 - CS with 2.5 in nominal embedment depth per ICC-ES ESR-4266 , Hammer drill bit installation per MPII
6.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
12
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
7 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
13
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2) hnom2
Item number: 2210254 KB-TZ2 1/2x3 3/4
Specification text: Hilti Æ 1/2 in Kwik Bolt TZ2 - CS with 2.5 in
nominal embedment depth per ICC-ES
ESR-4266 , Hammer drill bit installation per
MPII,
Effective embedment depth: hef,act = 2.000 in., hnom = 2.500 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 10/1/2024 | 12/1/2025
Proof: Design Method ACI 318-14 / Mech
Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-14 Fig. R.17.5.2.1b)
Stand-off installation:
Profile:
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in.
Installation: Hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
Geometry [in.] & Loading [lb, in.lb]
14
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 400; Vx = 400; Vy = 0;
Mx = 0; My = 0; Mz = 0;
yes 26
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 400 400 400 0
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*400 8,433 5 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**400 1,586 26 OK
* highest loaded anchor **anchor group (anchors in tension)
3.1 Steel Strength
Nsa [lb]f f Nsa [lb]Nua [lb]
11,244 0.750 8,433 400
3.2 Concrete Breakout Failure
ANc [in.2]ANc0 [in.2]ca,min [in.]cac [in.]y c,N
36.00 36.00 ∞5.500 1.000
ec1,N [in.]y ec1,N ec2,N [in.]y ec2,N y ed,N y cp,N kcr
0.000 1.000 0.000 1.000 1.000 1.000 21
l a Nb [lb]f f seismic f Ncbg [lb]Nua [lb]
1.000 3,253 0.650 0.750 1,586 400
15
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*400 3,599 12 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**400 2,277 18 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa [lb]aV,seis f f Vsa [lb]Vua [lb]
5,537 1.000 0.650 3,599 400
4.2 Pryout Strength
ANc [in.2]ANc0 [in.2]ca,min [in.]kcp cac [in.]y c,N
36.00 36.00 ∞1 5.500 1.000
ec1,V [in.]y ec1,V ec2,V [in.]y ec2,V y ed,N y cp,N kcr
0.000 1.000 0.000 1.000 1.000 1.000 21
l a Nb [lb]f f seismic f Vcpg [lb]Vua [lb]
1.000 3,253 0.700 1.000 2,277 400
5 Combined tension and shear loads
bN bV z Utilization bN,V [%]Status
0.252 0.176 5/3 16 OK
bNV = bz
N + bz
V <= 1
16
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (AS 5216:2021, ETAG 001/Annex C,
EOTA TR029 etc.). This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the
anchor plate is assumed to be sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates
the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above. The
proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for
agreement with the existing conditions and for plausibility!
• The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the
equations remain in their imperial format.
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to
https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/
• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section
17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The
connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c).
• Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile
yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3
(b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the
anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design
strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased
by w0.
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-14, Section 17.8.1.
Fastening meets the design criteria!
17
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
7 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 1/2 (2)
hnom2
Profile: - Item number: 2210254 KB-TZ2 1/2x3 3/4
Hole diameter in the fixture: - Maximum installation torque: 602 in.lb
Plate thickness (input): - Hole diameter in the base material: 0.500 in.
Hole depth in the base material: 2.750 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 4.000 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti Æ 1/2 in Kwik Bolt TZ2 - CS with 2.5 in nominal embedment depth per ICC-ES ESR-4266 , Hammer drill bit installation per MPII
7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
18
Hilti PROFIS Engineering 3.1.19
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
19
Southern California Office
REGION 86
PHONE: (714) 957 - 1500
EMAIL: reg86@captiveaire.com
FOR QUESTIONS, CALL THE
HOOD INFORMATION - JOB#7281290
1
2
5424
ND-2
4824
ND-2
CAPTIVEAIRE
CAPTIVEAIRE
11' 6"
4' 0"
600
DEG
600
DEG
I
I
HEAVY
HEAVY
224
275
2575
1100
4"
4"
16"
10"
2575
1100
1844
2017
-1.258"
-0.822"
430 SS
WHERE EXPOSED
430 SS
WHERE EXPOSED
ALONE
ALONE
ALONE
ALONE
HOOD
NO
TAG MODEL MANUFACTURER LENGTH
MAX
COOKING
TEMP
TYPE
APPLIANCE
DUTY
DESIGN
CFM/FT
TOTAL
EXH CFM
EXHAUST PLENUM
RISER(S)
WIDTH LENG HEIGHT DIA CFM VEL SP
HOOD
CONSTRUCTION
HOOD CONFIG
END TO
END
ROW
HOOD INFORMATION
1
2
CAPTRATE SOLO FILTER
CAPTRATE SOLO FILTER
8
2
16"
20"
16"
20"
85% SEE FILTER
SPEC
85% SEE FILTER
SPEC
3
1
RECESSED ROUND
RECESSED ROUND
NO
NO
RIGHT
RIGHT
12"x54"x24"
12"x48"x24"
TANK FS
TANK FS
4.0/4.0
4.0
SC-311110MA
SC-311110MA
1 LIGHT
1 FAN
1 LIGHT
1 FAN
YES
YES
883
LBS
447
LBS
HOOD
NO
TAG
FILTER(S)
TYPE QTY HEIGHT LENGTH
EFFICIENCY @ 7
MICRONS
LIGHT(S)
QTY TYPE
WIRE
GUARD
UTILITY CABINET(S)
LOCATION SIZE
FIRE SYSTEM
TYPE SIZE
ELECTRICAL
MODEL #
SWITCHES
QUANTITY
FIRE
SYSTEM
PIPING
HOOD
HANGING
WEIGHT
HOOD OPTIONS
1
2
BALANCE DAMPERS.
RIGHT VERTICAL END PANEL 27" TOP WIDTH, 21" BOTTOM WIDTH, 80" HIGH INSULATED 430
SS.
LEFT VERTICAL END PANEL 27" TOP WIDTH, 21" BOTTOM WIDTH, 80" HIGH INSULATED 430
SS.
FIELD WRAPPER 18.00" HIGH FRONT, RIGHT.
BACKSPLASH 80.00" HIGH X 61.00" LONG 430 SS VERTICAL.
LEFT SIDESPLASH 80.00" HIGH X 48.00" LONG 430 SS VERTICAL.
LEFT END STANDOFF (FINISHED) 1" WIDE 48" LONG INSULATED.
BACKSPLASH - INSIDE CORNER 80.00" HIGH X 2.00" LEG LENGTH 430 SS VERTICAL.
RIGHT QUARTER END PANEL 23" TOP WIDTH, 0" BOTTOM WIDTH, 23" HIGH 430 SS.
BALANCE DAMPERS.
LEFT WALL AS END PANEL.
HOOD
NO
TAG OPTION
1500500
FLOW RATE (CFM)
1000
0.00
0
0.50
PR
E
S
S
U
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E
D
R
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P
(
i
n
.
H
2
0
)
PRESSURE DROP VS. FLOW RATE
RR
SPECIFICATION: CAPTRATE GREASE-STOP SOLO FILTER
A UNIQUE S-BAFFLE DESIGN IN CONJUNCTION WITH A SLOTTED REAR BAFFLE DESIGN,
THE CAPTRATE GREASE-STOP SOLO FILTER IS A SINGLE-STAGE FILTER FEATURING
LARGER, WITH A CORRESPONDING PRESSURE DROP NOT TO EXCEED 1.0 INCHES OF WATER GAUGE.
FILTER IS STAINLESS STEEL CONSTRUCTION, AND SIZED TO FIT INTO STANDARD
GREASE EXTRACTION EFFICIENCY PERFORMANCE SHALL REMOVE AT LEAST 75% OF GREASE
PARTICLES FIVE MICRONS IN SIZE, AND 85% GREASE PARTICLES SEVEN MICRONS IN SIZE AND
COMPONENTS WHEN ASSEMBLED.
2-INCH DEEP HOOD CHANNEL(S).
TO DELIVER EXCEPTIONAL FILTRATION EFFICIENCY.
UNITS SHALL INCLUDE STAINLESS STEEL HANDLES AND A FASTENING DEVICE TO SECURE THE TWO
FR
A
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A
L
E
F
F
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(
%
)
0
0.1
20
40
1.0
PARTICLE DIAMETER (UM)
10.0
EFFICIENCY VS. PARTICLE DIAMETER
60
80
100
THE CAPTRATE GREASE-STOP SOLO WAS TESTED TO ASTM STANDARD ASTM F2519-05.
TE
A
NSF
ACCORDANCE
No. 96
NFPA
WITH
BUILT
IN
SLI DTE
RO
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B
N
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,
OR M
.
YR
OR
LAIGNTSB
AT
CAPTRATE FILTERS ARE BUILT IN COMPLIANCE WITH:.
NFPA #96.
NSF STANDARD #2.
UL STANDARD #1046.
INT. MECH. CODE (IMC).
ULC-S649.
1.00
1.50
2.00
2.50
3.00
3.50
MANUFACTURER APPROVED FOR USE IN SOLID FUEL APPLICATIONS AS A SPARK ARRESTER.
PATENT NUMBERS
EXHAUST HOODS ND-2/BD-2/SND-2 (CANADA) - CA PATENT 2520435 C.
11' 6"NOM./11' 6.00"OD.
12'-6.00" OVERALL LENGTH
54"
12"
UTILITY
CABINET.
24
X
1
8
X
8
.
6
2
B
O
X
3"
§
69"69"
12"
∅16"
U.L. LISTED RECESSED ROUND LED
FIXTURE AND LED LIGHT.
PLAN VIEW - HOOD #1
11' 6.00" LONG 5424ND-2
CLEARANCE TO COMBUSTIBLES
HOODS #SURFACE *CLEARANCE
1
TOP 18"
FRONT 0"
BACK 18"
LEFT 18"
RIGHT 0"
2
TOP 18"
FRONT 0"
BACK 18"
LEFT 0"
RIGHT 0"
- *0" CLEARANCE TO COMBUSTIBLES CONFORMS TO UL710
STANDARD.
- HOOD MOUNTED UTILITY CABINETS REQUIRE 36"
SERVICE CLEARANCE.
3" INTERNAL STANDOFF.
GREASE DRAIN
WITH REMOVABLE CUP.
SEE HOOD TABLE.
BALANCE DAMPERS.
HANGING ANGLE.
RECESSED ROUND LED FIXTURE AND LED LIGHT,
3500 K WARM OUTPUT.
20"
4"
4 1/2"
21"
27"
80"
LEFT AND RIGHT VERTICAL END PANELS
WITH ADJUSTABLE LEGS.
GAS CHASE CUTOUT
(FOR GAS AND POWER LINES).
EQUIPMENT
BY OTHERS.
48.0" MAX.
80"
24" NOM.
54"
SECTION VIEW - MODEL 5424ND-2
HOOD - #1
IT IS THE RESPONSIBILITY
OF THE ARCHITECT/OWNER TO
ENSURE THAT THE HOOD CLEARANCE
FROM LIMITED-COMBUSTIBLE
AND COMBUSTIBLE MATERIALS
IS IN COMPLIANCE WITH
LOCAL CODE REQUIREMENTS.
16" CAPTRATE SOLO
FILTER WITH HOOK.
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
DESCRIPTION
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MASTER DRAWING
DAB
1
1/17/2025
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4' 0"NOM./4' 0.00"OD.
5'-1.00" OVERALL LENGTH
48"
12"
UTILITY
CABINET.
24
X
1
8
X
8
.
6
2
B
O
X
1" LAYER OF INSULATION
FACTORY INSTALLED IN
1.00" END STANDOFF MEETS
0" REQUIREMENTS CLEARANCE
TO COMBUSTIBLE SURFACES.
1"
3"
§
24"24"
9"
∅10"
U.L. LISTED RECESSED ROUND LED
FIXTURE AND LED LIGHT.
INSTALLER MUST CONFIRM HOOD IS INSTALLED SUCH
THAT THE SPECIFIED WALL, ACTING AS AN END PANEL,
IS MATED TIGHT TO THE CORRECT END OF HOOD TO
ACHIEVE A REDUCED MINIMUM EXHAUST CFM LISTING.
NON-COMPLIANCE WILL NULLIFY THE ETL LISTING,
VOID THE MANUFACTURER'S WARRANTY, AND HOLD THE
CONTRACTOR LIABLE FOR ANY AND ALL LOSSES, COSTS,
AND EXPENSES RELATED TO THE NON-CONFORMANCE OF
THE MANUFACTURER'S SPECIFIED INSTRUCTION. THE
WALL ACTING AS AN END PANEL MUST EXTEND NO LESS
THAN 20" FROM THE INTERSECTING WALL ON WHICH HOOD
IS MOUNTED AND MUST EXTEND NO LESS THAN 20" UNDER
BOTTOM OF HOOD TO BE ELIGIBLE FOR REDUCED
MINIMUM EXHAUST CFM LISTING.
PLAN VIEW - HOOD #2
4' 0.00" LONG 4824ND-2
1/2" - 13 TPI
GRADE 5 (MINIMUM)
STEEL HEX NUT.
1/2" GRADE 5
(MINIMUM) STEEL
FLAT WASHER.
1/2" - 13 TPI
GRADE 5 (MINIMUM)
STEEL HEX NUTS.
1/2" GRADE 5
(MINIMUM) STEEL
FLAT WASHER.
1/2" - 13 TPI
GRADE 5 (MINIMUM)
STEEL ALL-THREAD.
HOOD CORNER
HANGING ANGLE
(WEIGHT BEARING
ANCHOR POINT
FOR HOOD).
HOOD CORNER
HANGING ANGLE
1/2" - 13 TPI
GRADE 5 (MINIMUM)
STEEL HEX NUTS.
1/2" GRADE 5
(MINIMUM) STEEL
FLAT WASHER.
ASSEMBLY INSTRUCTIONS
HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI
GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING
ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5
(MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI
GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE
DOUBLED HEX NUT CONFIGURATION BENEATH HOOD HANGING
ANGLES AND ABOVE CEILING ANCHORS. MAINTAIN 1/4" OF
EXPOSED THREADS BENEATH BOTTOM HEX NUT. TORQUE
ALL HEX NUTS TO 57 FT-LBS.
(HARDWARE BY INSTALLER)
1/2" - 13 TPI
GRADE 5 (MINIMUM)
STEEL HEX NUT.
1/2" GRADE 5
(MINIMUM) STEEL
FLAT WASHER.
FULL LENGTH
HANGING ANGLE
(WEIGHT BEARING
ANCHOR POINT
FOR HOOD).
FULL LENGTH
HANGING ANGLE
1/2" - 13 TPI
GRADE 5 (MINIMUM)
STEEL ALL-THREAD.
1/2" - 13 TPI
GRADE 5 (MINIMUM)
STEEL HEX NUTS.
1/2" GRADE 5
(MINIMUM) STEEL
FLAT WASHER.
1/2" - 13 TPI
GRADE 5 (MINIMUM)
STEEL HEX NUT.
1/2" GRADE 5
(MINIMUM) STEEL
FLAT WASHER.
ASSEMBLY INSTRUCTIONS
HANGING ANGLE MUST BE SUPPORTED WITH 1/2" - 13 TPI
GRADE 5 (MINIMUM) ALL-THREAD. SANDWICH HANGING
ANGLES AND CEILING ANCHOR POINTS WITH 1/2" GRADE 5
(MINIMUM) STEEL FLAT WASHERS AND 1/2" - 13 TPI
GRADE 5 (MINIMUM) HEX NUTS AS SHOWN. MUST USE
DOUBLED HEX NUT CONFIGURATION ABOVE CEILING
ANCHORS. SINGLE HEX NUT BENEATH HANGING ANGLE IS
ACCEPTABLE FOR FULL LENGTH HANGING ANGLES.
MAINTAIN 1/4" OF EXPOSED THREADS BENEATH BOTTOM
HEX NUT. TORQUE ALL HEX NUTS TO 57 FT-LBS.
(HARDWARE BY INSTALLER)
3" INTERNAL STANDOFF.
GREASE DRAIN
WITH REMOVABLE CUP.
SEE HOOD TABLE.
BALANCE DAMPERS.
HANGING ANGLE.
RECESSED ROUND LED FIXTURE AND LED LIGHT,
3500 K WARM OUTPUT.
BACKSPLASH 80.00" HIGH
X 61.00" LONG.
FIELD WRAPPER 18.00" HIGH
(SEE HOOD OPTIONS TABLE).
23"
23"
RIGHT QUARTER END PANEL.
LEFT WALL AS END PANEL.
EQUIPMENT
BY OTHERS.
48.0" MAX.
80"
24" NOM.
48"
SECTION VIEW - MODEL 4824ND-2
HOOD - #2
IT IS THE RESPONSIBILITY
OF THE ARCHITECT/OWNER TO
ENSURE THAT THE HOOD CLEARANCE
FROM LIMITED-COMBUSTIBLE
AND COMBUSTIBLE MATERIALS
IS IN COMPLIANCE WITH
LOCAL CODE REQUIREMENTS.
20" CAPTRATE SOLO
FILTER WITH HOOK.
BACKSPLASH
HEIGHT
- BACKSPLASH IS NOT
INSULATED AND IS UNSUITABLE
FOR INSTALL AGAINST
COMBUSTIBLE WALLS
BACKSPLASH PANELS
SLIDE INTO DIVIDER
BAR
NON-COMBUSTIBLE WALL
LENGTH
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
DESCRIPTION
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MASTER DRAWING
DAB
2
1/17/2025
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CALCULATION SHEET
SUBJECT:DATE:JOB NO:
BY:SHEET:
C:\Users\sfigueria\Documents\Blank Calc Sht1
3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
22
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (1 1/2) hnom1
Item number: 2210234 KB-TZ2 3/8x2 1/2
Specification text: Hilti Æ 3/8 in Kwik Bolt TZ2 - CS with 1.875 in
nominal embedment depth per ICC-ES
ESR-4266 , Hammer drill bit installation per
MPII
Effective embedment depth: hef,act = 1.500 in., hnom = 1.875 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 10/1/2024 | 12/1/2025
Proof: Design Method ACI 318-14 / Mech
Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-14 Fig. R.17.5.2.1b)
Stand-off installation:
Profile:
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in.
Installation: Hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
Geometry [in.] & Loading [lb, in.lb]
23
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 463; Vx = 0; Vy = 0;
Mx = 0; My = 0; Mz = 0;
yes 45
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 463 0 0 0
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*463 4,869 10 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**463 1,030 45 OK
* highest loaded anchor **anchor group (anchors in tension)
3.1 Steel Strength
Nsa [lb]f f Nsa [lb]Nua [lb]
6,493 0.750 4,869 463
3.2 Concrete Breakout Failure
ANc [in.2]ANc0 [in.2]ca,min [in.]cac [in.]y c,N
20.25 20.25 ∞5.000 1.000
ec1,N [in.]y ec1,N ec2,N [in.]y ec2,N y ed,N y cp,N kcr
0.000 1.000 0.000 1.000 1.000 1.000 21
l a Nb [lb]f f seismic f Ncbg [lb]Nua [lb]
1.000 2,113 0.650 0.750 1,030 463
24
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*N/A N/A N/A N/A
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength*N/A N/A N/A N/A
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
5 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (EN1992-4, AS5216, etc.). This means
load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be
sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor
plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate
assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions
and for plausibility!
• The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the
equations remain in their imperial format.
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to
https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/
• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section
17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The
connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c).
• Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile
yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3
(b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the
anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design
strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased
by w0.
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-14, Section 17.8.1.
Fastening meets the design criteria!
25
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
6 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (1 1/2)
hnom1
Profile: - Item number: 2210234 KB-TZ2 3/8x2 1/2
Hole diameter in the fixture: - Maximum installation torque: 361 in.lb
Plate thickness (input): - Hole diameter in the base material: 0.375 in.
Hole depth in the base material: 2.000 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 3.250 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti Æ 3/8 in Kwik Bolt TZ2 - CS with 1.875 in nominal embedment depth per ICC-ES ESR-4266 , Hammer drill bit installation per MPII
6.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
26
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
7 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
27
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
1
Specifier's comments:
1 Input data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (1 1/2) hnom1
Item number: 2210234 KB-TZ2 3/8x2 1/2
Specification text: Hilti Æ 3/8 in Kwik Bolt TZ2 - CS with 1.875 in
nominal embedment depth per ICC-ES
ESR-4266 , Hammer drill bit installation per
MPII
Effective embedment depth: hef,act = 1.500 in., hnom = 1.875 in.
Material: Carbon Steel
Evaluation Service Report: ESR-4266
Issued I Valid: 10/1/2024 | 12/1/2025
Proof: Design Method ACI 318-14 / Mech
Shear edge breakout verification: Row closest to edge (Case 3 only from ACI 318-14 Fig. R.17.5.2.1b)
Stand-off installation:
Profile:
Base material: cracked concrete, 3000, fc' = 3,000 psi; h = 5.000 in.
Installation: Hammer drilled hole, Installation condition: Dry
Reinforcement: tension: condition B, shear: condition B; no supplemental splitting reinforcement present
edge reinforcement: none or < No. 4 bar
Seismic loads (cat. C, D, E, or F) Tension load: yes (17.2.3.4.3 (d))
Shear load: yes (17.2.3.5.3 (c))
Geometry [in.] & Loading [lb, in.lb]
28
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
2
1.1 Design results
Case Description Forces [lb] / Moments [in.lb]Seismic Max. Util. Anchor [%]
1 Combination 1 N = 152; Vx = 152; Vy = 0;
Mx = 0; My = 0; Mz = 0;
yes 15
2 Load case/Resulting anchor forces
Anchor reactions [lb]
Tension force: (+Tension, -Compression)
Anchor Tension force Shear force Shear force x Shear force y
1 152 152 152 0
3 Tension load
Load Nua [lb]Capacity f Nn [lb]Utilization bN = Nua/f Nn Status
Steel Strength*152 4,869 4 OK
Pullout Strength*N/A N/A N/A N/A
Concrete Breakout Failure**152 1,030 15 OK
* highest loaded anchor **anchor group (anchors in tension)
3.1 Steel Strength
Nsa [lb]f f Nsa [lb]Nua [lb]
6,493 0.750 4,869 152
3.2 Concrete Breakout Failure
ANc [in.2]ANc0 [in.2]ca,min [in.]cac [in.]y c,N
20.25 20.25 ∞5.000 1.000
ec1,N [in.]y ec1,N ec2,N [in.]y ec2,N y ed,N y cp,N kcr
0.000 1.000 0.000 1.000 1.000 1.000 21
l a Nb [lb]f f seismic f Ncbg [lb]Nua [lb]
1.000 2,113 0.650 0.750 1,030 152
29
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
3
4 Shear load
Load Vua [lb]Capacity f Vn [lb]Utilization bV = Vua/f Vn Status
Steel Strength*152 2,097 8 OK
Steel failure (with lever arm)*N/A N/A N/A N/A
Pryout Strength**152 1,479 11 OK
Concrete edge failure in direction **N/A N/A N/A N/A
* highest loaded anchor **anchor group (relevant anchors)
4.1 Steel Strength
Vsa [lb]aV,seis f f Vsa [lb]Vua [lb]
3,226 1.000 0.650 2,097 152
4.2 Pryout Strength
ANc [in.2]ANc0 [in.2]ca,min [in.]kcp cac [in.]y c,N
20.25 20.25 ∞1 5.000 1.000
ec1,V [in.]y ec1,V ec2,V [in.]y ec2,V y ed,N y cp,N kcr
0.000 1.000 0.000 1.000 1.000 1.000 21
l a Nb [lb]f f seismic f Vcpg [lb]Vua [lb]
1.000 2,113 0.700 1.000 1,479 152
5 Combined tension and shear loads
bN bV z Utilization bN,V [%]Status
0.148 0.103 5/3 7 OK
bNV = bz
N + bz
V <= 1
30
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
4
6 Warnings
• The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations (EN1992-4, AS5216, etc.). This means
load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered - the anchor plate is assumed to be
sufficiently stiff, in order not to be deformed when subjected to the design loading. PROFIS Engineering calculates the minimum required anchor
plate thickness with FEM to limit the stress of the anchor plate based on the assumptions explained above. The proof if the rigid anchor plate
assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions
and for plausibility!
• The equations presented in this report are based on imperial units. When inputs are displayed in metric units, the user should be aware that the
equations remain in their imperial format.
• Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential
concrete failure prism into the structural member. Condition B applies where such supplementary reinforcement is not provided, or where pullout
or pryout strength governs.
• Refer to the manufacturer's product literature for cleaning and installation instructions.
• For additional information about ACI 318 strength design provisions, please go to
https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/
• An anchor design approach for structures assigned to Seismic Design Category C, D, E or F is given in ACI 318-14, Chapter 17, Section
17.2.3.4.3 (a) that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure. If this is NOT the
case, the connection design (tension) shall satisfy the provisions of Section 17.2.3.4.3 (b), Section 17.2.3.4.3 (c), or Section 17.2.3.4.3 (d). The
connection design (shear) shall satisfy the provisions of Section 17.2.3.5.3 (a), Section 17.2.3.5.3 (b), or Section 17.2.3.5.3 (c).
• Section 17.2.3.4.3 (b) / Section 17.2.3.5.3 (a) require the attachment the anchors are connecting to the structure be designed to undergo ductile
yielding at a load level corresponding to anchor forces no greater than the controlling design strength. Section 17.2.3.4.3 (c) / Section 17.2.3.5.3
(b) waive the ductility requirements and require the anchors to be designed for the maximum tension / shear that can be transmitted to the
anchors by a non-yielding attachment. Section 17.2.3.4.3 (d) / Section 17.2.3.5.3 (c) waive the ductility requirements and require the design
strength of the anchors to equal or exceed the maximum tension / shear obtained from design load combinations that include E, with E increased
by w0.
• Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions (MPII). Reference ACI
318-14, Section 17.8.1.
Fastening meets the design criteria!
31
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
5
7 Installation data
Anchor type and diameter: Kwik Bolt TZ2 - CS 3/8 (1 1/2)
hnom1
Profile: - Item number: 2210234 KB-TZ2 3/8x2 1/2
Hole diameter in the fixture: - Maximum installation torque: 361 in.lb
Plate thickness (input): - Hole diameter in the base material: 0.375 in.
Hole depth in the base material: 2.000 in.
Drilling method: Hammer drilled Minimum thickness of the base material: 3.250 in.
Cleaning: Manual cleaning of the drilled hole according to instructions for use is
required.
Hilti Æ 3/8 in Kwik Bolt TZ2 - CS with 1.875 in nominal embedment depth per ICC-ES ESR-4266 , Hammer drill bit installation per MPII
7.1 Recommended accessories
Drilling Cleaning Setting
• Suitable Rotary Hammer
• Properly sized drill bit
• Manual blow-out pump • Torque controlled cordless impact tool
• Torque wrench
• Hammer
Coordinates Anchor in.
Anchor x y c-x c+x c-y c+y
1 0.000 0.000 ----
32
Hilti PROFIS Engineering 3.1.24
Input data and results must be checked for conformity with the existing conditions and for plausibility!
PROFIS Engineering ( c ) 2003-2025 Hilti AG, FL-9494 Schaan Hilti is a registered Trademark of Hilti AG, Schaan
6
8 Remarks; Your Cooperation Duties
• Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles, formulas and
security regulations in accordance with Hilti's technical directions and operating, mounting and assembly instructions, etc., that must be strictly
complied with by the user. All figures contained therein are average figures, and therefore use-specific tests are to be conducted prior to using
the relevant Hilti product. The results of the calculations carried out by means of the Software are based essentially on the data you put in.
Therefore, you bear the sole responsibility for the absence of errors, the completeness and the relevance of the data to be put in by you.
Moreover, you bear sole responsibility for having the results of the calculation checked and cleared by an expert, particularly with regard to
compliance with applicable norms and permits, prior to using them for your specific facility. The Software serves only as an aid to interpret norms
and permits without any guarantee as to the absence of errors, the correctness and the relevance of the results or suitability for a specific
application.
• You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular, you must arrange for the
regular backup of programs and data and, if applicable, carry out the updates of the Software offered by Hilti on a regular basis. If you do not use
the AutoUpdate function of the Software, you must ensure that you are using the current and thus up-to-date version of the Software in each
case by carrying out manual updates via the Hilti Website. Hilti will not be liable for consequences, such as the recovery of lost or damaged data
or programs, arising from a culpable breach of duty by you.
33
r---20.00 _____, I [5oaJ I
r :,.,:~7' .. :
[762l <I b>-' ----.1-T
+ )01
[280]
]'-.63 OIA
.~.50
I I (16] I I
I I (4 PLS) I I
l_J Tlj
1--18.00 __ -1
[457]
22.00 1-----:1-=a-=.o-=o-[559]-
[69]
~~~~~~IEL0 :rl<=2=f=·=~B=~::::t:=-2~f·=~=~: ~
{WS363) ·'-" " "'
4.00 ---'~11-/-1 I)
[102]
1 r ~PPROXIMATE
.63 --ll--[16] v CENTER OF GRAVITY
. J:::-[::;:-.:1 v
10.00 ,..· .. ·~ 'I' 6 00 1
[254] :/ .·1 ..... [isz] r 11 ~50 -r-"""li~·~::"'~:"·j _____ --.1 [292] 4.00+--~·-H
[102]
ACCESSORY
WALL MOUNTING
(WI-48363-364)
1 13.25
I [337] ~_j
BRACKETS
[16] I" 14.00 .6.3 DIA~ '---' [457]
(4 Pl.S) !---[>5~-i 1
.63
[16] ,5.50
[14-0]
olf
1
1 . ti:·~:L:·:;.:~;jl-·+----'-
[391] . j ~ 1ACCESSORY CEILING MOUNTING BRACKErS .L---{~~:;_;:;_;;;~:;..;:;H•¥l Ct-48363)
NOTES:
L.S0/[13] X .BB/[22] !ATG SLOT
(4 PLACES)
1) cULus USTED (MEETING UL 1561 AND CSA C22.2)
2) NEMA 2 VENllLATED ENCLOSURE
ENCLOSURE RATED FOR NEMA 3R WHEN OPllONAL WEATHERSHIELO ACCESSORY IS INSTALLED.
3) MINIMU!A CLEARANCE OF 3.00/[76] BETWEEN VENT OPENINGS, WALL OR OTHER OBSTRUCTION
SEISMIC QUAUFlCATION:
TO BE COMPLIANT WITH THE SEISMIC REQUIREMENTS OF ASCE/SEI 7, THIS UNIT
HAS BEEN QUALIFIED BY SHAKE TABLE TESTING THROUGH SELF CERTIFICATION TO ICC ES AC156. THE ENCLOSURE SHOWN ABOVE IS 1BD. CONTACT YOUR LOCAL
SCHNEIDER ELECTRIC/SQUARE D REPRESENTAllVE FOR RELATED QUESllONS.
LOW VOLTAGE ENERGY EFFICIENT, TP1
DRY TYPE TRANSFORMER
CATALOG NO EE4ST3H
4) SHADED AREAS DENOTE CUSTO!AER CONDUIT ENTRANCE LOCATIONS, AVAILABLE BOTH SIDES AND BOTTOM 3 PHASE, 45kVA, AL
PRit.1ARY4BO DELTA ,SECONDARY 20BY/120
JUNE 2014
IN EACH PHASE
CONNECT TO TAPS
PRIMARY VOLTS 2 2.5" FCAN
4-2.5';11; FCBN
504 1
492 2
460 ' 466 4
456 5
444 6
4J2 7
1""""1 1""""1 1""""1
XO X1 X2 X3
L H1 H3
X2 x~-xo
"
TRANSFORMER SPECIFICATIONS:
45 KVA 3113 60HZ
PRIMARY VOLTAGE +50 DELTA
SECONDARY VOLTAGE 208Y /120
150 'C RISE ABOVE 40'C At.481ENT 220 'C INSULATION SYSTEM
ALUMINUM WINDINGS
APPROXIt.IATE WEIGHT: 368 LBS
GUARANTEED SOUND LEVEL: 45 dB
EFFICIENCY 03571:: 97.7X AVG. CONFORMS
TO NEMA TP 1 -2002 AND CSA CB02.2
. INCHES DUAL DIMENSIONS. !AILLIMETERS
II¥ Schneider Electric
~~ 6312-0003
SHEET 1 OF 2
34
CALCULATION SHEET
SUBJECT:DATE:JOB NO:
BY:SHEET:
C:\Users\sfigueria\Documents\Blank Calc Sht1
3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
DN
13.5
14
CS4.3
14
CS4.3
W14x22
10
CS5.1
10
CS5.1
HS
S
6
x
6
x
3
/
8
W1
8
x
3
5
HSS4x4x3/8
HS
S
4
x
4
x
1
/
4
W16x26
EXTEND COL TO
STAIR ROOF (2 LOCS)
EQ EQEQEQEQEQ
EQEQEQQ
L3x3x1/4
BRACE TYP
MAX OP
WT=1,500#
(E) W8x10
(E) W8x10
(E)W12x14
(E)W12x14
(E)W12x14
(E)W16x26
(E)W14x22
(E)W12x14
(E)W12x14
(E)W12x14
(E)W14x22
(E
)
W
8
x
1
0
(E
)
W
8
x
1
0
(E) W14x26
(E) W8x10
(E
)
W
2
1
x
4
4
(E)W16x26
(E)W12x14
(E)W16x26
(E
)
W
2
1
x
4
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
2
x
1
4
(E
)
W
1
8
x
3
5
(E
)
W
1
8
x
4
0
(E)W8x10
(E)W8x10
D3
W14x22
W1
4
x
2
2
(E)W12x14
(E)W12x14
WT3x6
WT3x6
W16x26
W14x22
13
CS4.6
CONC FILL ONLY OCCURS
IN HATCHED AREA, TYP
W1
4
x
2
2
D3
13
CS4.5
5
CS5.3
7
CS4.4
TYP AT
HSS TO
HSS
(E)W12x14
OP
920#
(E)W8x10
6
CS5.3
(E)W12x14
DAOS
3
MAX OP
WT=2,800#
KEF
3
MAX OP
WT=750#
(E
)
W
1
2
x
1
4
INDICATES BEAM
STRENGTHENING
PL PER 18 CS4.1
W1
4
x
2
2
KEF
4
MAX OP
WT=750#
(E)W12x14
W1
4
x
2
2
15
CS4.4
HSS6x6x1/4 (2 LOCS)
PER 5 CS4.1
W1
8
x
3
5
17
CS4.1
A
7.5'
A
4'
A
4'
HSS4X4X3/8
UNIT SUPPORT
CHANNELS PER
2 CS7.1
5
CS4.4
TYP (E
)
W
8
x
1
0
A
7.5'
8'-
3
"
7'
-
4
"
250lb
425lb
10'-0"
5'
-
0
"
35
CALCULATION SHEET
SUBJECT:DATE:JOB NO:
BY:SHEET:
C:\Users\sfigueria\Documents\Blank Calc Sht1
3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
DAOS2850LB/2=1425lb/(91"/12)=188plf
KEFPlatform 5' x 10'Unit Weight total + curb = 425lb+250lb=675lb/5x10=13.5psf+10psf (platform)=24psfEqually Spaced Channels = 3.33ft spacing
wd=24psf*2.5ft = 60plfRd=60plfx3.33ft=200lb
8.25ft
5ft
7.33ft
7'-7"3'-3"4'-9"
8.25ft
36
Steel Beam
LIC# : KW-06014612, Build:20.23.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023
DESCRIPTION:C12x25 @ DOAS
Project File: Bulletin 10.ec6
Project Title:Engineer:Project ID:Project Descr:
CODE REFERENCES
Calculations per AISC 360-16, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Analysis Method :
ksi
Bending Axis :Minor Axis Bending
Completely Unbraced
Load Resistance Factor Design Fy : Steel Yield :36.0 ksi
Beam Bracing :E: Modulus :29,000.0
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Beam self weight NOT internally calculated and added
Uniform Load : D = 0.1880 k/ft, Tributary Width = 1.0 ft, (DOAS)
.Design OKDESIGN SUMMARY
Maximum Bending Stress Ratio =0.277: 1
Load Combination +1.40D
Span # where maximum occurs Span # 1
1.086 k
Mn * Phi : Allowable 8.078 k-ft Vn * Phi : Allowable
C12x25Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination +1.40D
59.411 k
Section used for this span C12x25
Mu : Applied
Maximum Shear Stress Ratio =0.018 : 1
0.000 ft
2.239 k-ft Vu : Applied
0 <360
649Ratio =0 <180
Maximum DeflectionMax Downward Transient Deflection 0 in 0Ratio =<360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.153 in Ratio =>=180Max Upward Total Deflection 0 in
n/a
n/a
Span: 1 : D Onlyn/a
.Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios
M V max Mu -max Mu +Rm VnyMu Max Phi*Mny Cb VuMaxMny Phi*VnySegment Length
+1.40D
Dsgn. L = 8.25 ft 1 0.277 0.018 2.24 2.24 8.98 8.08 1.14 1.00 1.09 66.01 59.41
+1.20D
Dsgn. L = 8.25 ft 1 0.238 0.016 1.92 1.92 8.98 8.08 1.14 1.00 0.93 66.01 59.41
+0.90D
Dsgn. L = 8.25 ft 1 0.178 0.012 1.44 1.44 8.98 8.08 1.14 1.00 0.70 66.01 59.41
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
D Only 1 0.1525 4.149 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.776 0.776
Max Upward from Load Combinations 0.465 0.465
Max Upward from Load Cases 0.776 0.776
D Only 0.776 0.776
+0.60D 0.465 0.465
37
Steel Beam
LIC# : KW-06014612, Build:20.23.08.01 MYERS, HOUGHTON PARTNERS (c) ENERCALC INC 1983-2023
DESCRIPTION:C12x25 @ KEF
Project File: Bulletin 10.ec6
Project Title:Engineer:Project ID:Project Descr:
CODE REFERENCES
Calculations per AISC 360-16, IBC 2021, ASCE 7-16
Load Combination Set : ASCE 7-16
Material Properties
Analysis Method :
ksi
Bending Axis :Minor Axis Bending
Completely Unbraced
Load Resistance Factor Design Fy : Steel Yield :36.0 ksi
Beam Bracing :E: Modulus :29,000.0
.Service loads entered. Load Factors will be applied for calculations.Applied Loads
Beam self weight NOT internally calculated and added
Load(s) for Span Number 1
Point Load : D = 0.20 k @ 1.625 ft, (KEF)
Point Load : D = 0.20 k @ 6.625 ft, (KEF)
.Design OKDESIGN SUMMARY
Maximum Bending Stress Ratio =0.056: 1
Load Combination +1.40D
Span # where maximum occurs Span # 1
0.280 k
Mn * Phi : Allowable 8.078 k-ft Vn * Phi : Allowable
C12x25Section used for this span
Span # where maximum occurs
Location of maximum on span
Span # 1
Load Combination +1.40D
59.411 k
Section used for this span C12x25
Mu : Applied
Maximum Shear Stress Ratio =0.005 : 1
0.000 ft
0.455 k-ft Vu : Applied
0 <360
2806Ratio =0 <180
Maximum DeflectionMax Downward Transient Deflection 0 in 0Ratio =<360
Max Upward Transient Deflection 0 in Ratio =
Max Downward Total Deflection 0.035 in Ratio =>=180Max Upward Total Deflection 0 in
n/a
n/a
Span: 1 : D Onlyn/a
.Maximum Forces & Stresses for Load Combinations
Span #
Summary of Moment Values Summary of Shear ValuesLoad Combination Max Stress Ratios
M V max Mu -max Mu +Rm VnyMu Max Phi*Mny Cb VuMaxMny Phi*VnySegment Length
+1.40D
Dsgn. L = 8.25 ft 1 0.056 0.005 0.46 0.46 8.98 8.08 1.00 1.00 0.28 66.01 59.41
+1.20D
Dsgn. L = 8.25 ft 1 0.048 0.004 0.39 0.39 8.98 8.08 1.00 1.00 0.24 66.01 59.41
+0.90D
Dsgn. L = 8.25 ft 1 0.036 0.003 0.29 0.29 8.98 8.08 1.00 1.00 0.18 66.01 59.41
.
Location in SpanLoad CombinationMax. "-" Defl Location in SpanLoad Combination Span Max. "+" Defl
Overall Maximum Deflections
D Only 1 0.0353 4.149 0.0000 0.000
.
Load Combination Support 1 Support 2
Vertical Reactions Support notation : Far left is #1 Values in KIPS
Max Upward from all Load Conditions 0.200 0.200
Max Upward from Load Combinations 0.120 0.120
Max Upward from Load Cases 0.200 0.200
D Only 0.200 0.200
+0.60D 0.120 0.120
38
SEISMIC FACTORS FOR EQUIPMENT ANCHORAGE
Site:
Floor (Level):
Equipment:
Seismic Design Force Factors:
ap* Rp* o Ip z h SDS**
amp factor response
mod factor
Omega
(overstrength)
Factor
importance
factor
height of
attach point
average roof
height
design
parameter at
short periods
2.5 2 2 1.0 1 1 1.321
* ASCE 7-16, Table 13.5-1, 13.6-1
**See seismic coefficients on US Seismic Design Maps output
Seismic Design Force for Equipment Anchorage
1.98 Wp (ASCE 7-16, Equation 13.3-1)
2.11 Wp (ASCE 7-16, Equation 13.3-2)
0.40 Wp (ASCE 7-16, Equation 13.3-3)
Seismic Design Force
Fp(H) =1.98 Wp 1.39 Wp
Fp (V) = .2SDS 0.26 Wp 0.18 Wp (ASCE 7-16, Section 13.3.1.2)
Overstrength Forces (Anchorage into Concrete (LRFD))
4o*Fp(H)=3.96 Wp 2.77 Wp
*No overstrength required for Fp(V)
ASD (0.7 x LRFD)LRFD
LRFD ASD (0.7 x LRFD)
Hilton Arcadita Hotel
Roof
DOAS, KEF
=0.4
/
1 + 2
ℎ=
(min)= 0.3 =
(max)=1.6 =
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\4_Engineering\1.0_Building C\Bulletin 10.xlsm
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
39
Floor Mounted Equipment Anchor Forces (ASD)
Unit Properties
Unit
Wp =2834.3 lbs
Anchorage Width, W =59 in
Anchorage Length, L =90.5 in
Height, H =77 in
CG =51 in
Anchor Layout
Nanchors, W =
Each Side, Parallel to W 4
Nanchors, L =
Each Side, Parallel to L 9
Shared Corner Anchors
(If YES, then 100+30 considered)NO
NAnchors, Total = 26
Forces on Unit (ASD)
Fp(H) =1.39 *Wp=3931 lb
Fp(V) =0.18 *Wp=524 lb
Mult =Fp(H)*CG =202 k-in
Mresist (OT Parallel to W) =.6*Wp*W/2 =50 k-in
Mresist (OT Parallel to L) =.6*Wp*L/2 =77 k-in
Forces on Anchors (ASD)
Tult (OT Parallel to W) =+Fp(V)=306 lbs
NAnchors, Total
Tult (OT Parallel to L) =+Fp(V)=365 lbs
NAnchors, Total
Tult (100+30) ==N/A lbs
Tult (ASD) =Tult (OT Parallel to L) ==365 lbs
Vult (ASD) =Fp(H) / NAnchors, Total =151 lbs
1.0*Tmax+0.3*Tmin
DAOS
( Mult - Mresist (OT parallel to W) )
(W * Nanchors, L)
(Mult - Mresist (OT parallel to L) )
(L * Nanchors, W)
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\4_Engineering\1.0_Building C\Bulletin 10.xlsm
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
40
CALCULATION SHEET
SUBJECT:DATE:JOB NO:
BY:SHEET:
C:\Users\sfigueria\Documents\Blank Calc Sht1
3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
99"
96 3/4"
23"
42 1/2"
5 5/8"
21 5/8"
44"
37 1/4"
DISCHARGE CUTOUT.
69"
52 3/4"
65 1/4"
1" NPT SS EVAPORATOR
DRAIN (TRAP REQ'D).
4" MINIMUM TRAP DEPTH.
7 1/4"
7 1/2"
LOUVERED OUTSIDE
AIR INTAKE.
652 LBS 791 LBS
567 LBS468 LBS
CENTER
OF MASS.
ENTERING
POWER.
MIN. 23"
MINIMUM
STRAIGHT
DUCT
PER AMCA*
91"
4"
14"
59 1/2"
CURB OUTLINE
2 5/8"
17 1/2"
91"x59 1/2".
1" NPT GAS CONN..
89 3/4"
FACTORY INSTALLED SAFETY
DISCONNECT SWITCH.
ONLY USE COPPER WIRING FOR
UNIT SUPPLY TO DISCONNECT.
6" 26 3/16"
91"
87 1/2" BASE CURB I.D.
5"
2 1/2"
93 1/2"
14"
59 1/2"
2"
56"BASE CURB I.D.
62"
16 5/8"
49 5/8"
73 1/8"
45 3/8" 48 3/8"
5(
7
8
5
1
6833/<
RETURN
SUPPLY
S:\CURBS_CURB_ADAPTERS\7-XXXX-XXXX_ISO_CURBS_RAIL\SINGLE DOOR ISO CURBS\7000's\7770\7-0014-7770\
STANDARD CONSTRUCTION DETAILS
'8&7)/(;&211(&7,2163529,'('%<27+(56
,168/$7('3$1(/6:+(5(5(48,5('
;:22'1$,/(5
635,1*$&&(66'2256$5(*$6.(7('$1'6&5(:('21
*$6.(70$7(5,$/3529,'(')257+(7233(5,0(7(5,1&/8',1*%5$&(6
635,1*3$&.60$<5(48,5(),(/'$'-8670(17%<27+(56
)8//<:(/'('*$/9$1,=('*˝&216758&7,21
:($7+(56($/%(7:((1833(5/2:(56(&7,2163529,'('%8/%6($/
REVISIONS
REV.ECO#DESCRIPTION DATE APPROVED
1 INITIAL DRAWING 2/13/2025 ZS
'$7(
CDI
&+(&.('˛
'5$:1˛
',0(16,216$5($6)2//2:6˛LQ>˘PP@
5'$1*/(352-(&7,21
$33529$/6
(&2˛
6&$/(˛6+((7˛
7,7/(˛
),/(1$0(˛'5$:,1*12˛
2)
5(9˛
',0(16,21('$1'72/(5(1&('3(5$16,<˘0˝˙
7-0014-7770
1:25 1 6
..
ˆ˘ˇ7</(5671:(/.5,9(501˘˘ˆˇ˝ˆˆ˝
ˆˇ˝ˆ˙˘
81/(6627+(5:,6(63(&,),('72/(5$1&(6$5(˛
;˘;;;; ˆ;;;˜6&85%6+2:1,6&',67$1'$5'&21),*85$7,21&',5(6(59(67+(5,*+772
&+$1*(/$<287:,7+287127,),&$7,21,)&85%,61(('(',1$',))(5(17
&21),*85$7,21&',0867%(127,),('35,25723/$&,1*$125'(5
7-0014-7770
9(5,)<(;,67,1*&85%2'9(5,)<6833/<$1'5(785123(1,1*6127($1<&+$1*(6&$//:,7+$1<48(67,216)$;%$&.,)'5$:,1*,62.$6,6
&85%:(,*+7/%6
zschellenberger
Thursday, February 13, 2025 12:52:16 PM
356.33
41
Floor Mounted Equipment Anchor Forces (ASD)
Unit Properties
Unit
Wp =423 lbs
Anchorage Width, W =25 in
Anchorage Length, L =31 in
Height, H =42 in
CG =28 in
Anchor Layout
Nanchors, W =
Each Side, Parallel to W 3
Nanchors, L =
Each Side, Parallel to L 2
Shared Corner Anchors
(If YES, then 100+30 considered)YES
NAnchors, Total = 6
Forces on Unit (ASD)
Fp(H) =1.39 *Wp=587 lb
Fp(V) =0.18 *Wp=78 lb
Mult =Fp(H)*CG =16 k-in
Mresist (OT Parallel to W) =.6*Wp*W/2 =3 k-in
Mresist (OT Parallel to L) =.6*Wp*L/2 =4 k-in
Forces on Anchors (ASD)
Tult (OT Parallel to W) =+Fp(V)=278 lbs
NAnchors, Total
Tult (OT Parallel to L) =+Fp(V)=147 lbs
NAnchors, Total
Tult (100+30) ==322 lbs
Tult (ASD) =Tult (100+30) ==322 lbs
Vult (ASD) =Fp(H) / NAnchors, Total =98 lbs
1.0*Tmax+0.3*Tmin
KEF 3
( Mult - Mresist (OT parallel to W) )
(W * Nanchors, L)
(Mult - Mresist (OT parallel to L) )
(L * Nanchors, W)
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\4_Engineering\1.0_Building C\Bulletin 10.xlsm
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
42
CALCULATION SHEET
SUBJECT:DATE:JOB NO:
BY:SHEET:
C:\Users\sfigueria\Documents\Blank Calc Sht1
3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
42 1/8"
28 3/8"
26 1/4"
20"
40 5/8"
22"
31 7/8"
2" DRAIN.
35"
37 1/2"
*OUTLET NOTES.
26 1/4"
35"
TOP VIEW
37 1/2"
FRONT VIEWSIDE VIEW
19 1/2"14 5/8"
*INLET NOTES.
1 1/8" SHAFT DIA.
FAN #1 USBI18DD-RM - EXHAUST FAN
24"
EXTENSION.
25"18 1/4"12 3/4"
(6) ISOLATORS = USBI18 THRU 36.
7.25"
4.125"
SERVICE DUCT
43
Floor Mounted Equipment Anchor Forces (ASD)
Unit Properties
Unit
Wp =246 lbs
Anchorage Width, W =16.625 in
Anchorage Length, L =25.625 in
Height, H =31 in
CG =21 in
Anchor Layout
Nanchors, W =
Each Side, Parallel to W 3
Nanchors, L =
Each Side, Parallel to L 2
Shared Corner Anchors
(If YES, then 100+30 considered)YES
NAnchors, Total = 6
Forces on Unit (ASD)
Fp(H) =1.39 *Wp=341 lb
Fp(V) =0.18 *Wp=45 lb
Mult =Fp(H)*CG =7 k-in
Mresist (OT Parallel to W) =.6*Wp*W/2 =1 k-in
Mresist (OT Parallel to L) =.6*Wp*L/2 =2 k-in
Forces on Anchors (ASD)
Tult (OT Parallel to W) =+Fp(V)=183 lbs
NAnchors, Total
Tult (OT Parallel to L) =+Fp(V)=75 lbs
NAnchors, Total
Tult (100+30) ==205 lbs
Tult (ASD) =Tult (100+30) ==205 lbs
Vult (ASD) =Fp(H) / NAnchors, Total =57 lbs
1.0*Tmax+0.3*Tmin
KEF 4
( Mult - Mresist (OT parallel to W) )
(W * Nanchors, L)
(Mult - Mresist (OT parallel to L) )
(L * Nanchors, W)
H:\2019\190283\_19-0283-01 Hilton Arcadia Hotel (New Design)\4_Engineering\1.0_Building C\Bulletin 10.xlsm
3900 Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
44
CALCULATION SHEET
SUBJECT:DATE:JOB NO:
BY:SHEET:
C:\Users\sfigueria\Documents\Blank Calc Sht1
3900 E. Cover Street, Long Beach, CA 90808 562.985.3200 P 562.985.1011 F www.mhpse.com
31 3/8"
20 7/8"
19 5/8"
14"
29 7/8"
18 1/4"
26 1/2"
2" DRAIN.
26"
31"
*OUTLET NOTES.
19 5/8"
26"
TOP VIEW
31"
FRONT VIEWSIDE VIEW
14"11 3/4"
*INLET NOTES.
7/8" SHAFT DIA.
FAN #2 USBI13DD-RM - EXHAUST FAN
24"
EXTENSION.
SERVICE DUCT
45