HomeMy WebLinkAbout2 Hutton Centre Drive, Unit 204 - Plan
GREASE INTERCEPTOR MEMORANDUM
To: Jiayi Liu - Applicant Date: January 9, 2025
Yolanda G Cervantes – Associate Engineer
From: PWA, Water Resources Division
Location: 2 HUTTON CENTRE DR, UNIT 204 – 949 GRILL AND POT LOUNGE
The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease
(FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows:
A Gravity Grease Interceptor (GGI) is required at this FSE
☐ This FSE shall install a Gravity Grease Interceptor (GGI).
☒ This FSE shall maintain the existing Gravity Grease Interceptor (GGI).
This FSE qualifies for at least one of the following condition(s):
This is a new FSE, or;
This is an existing FSE undergoing remodeling, or;
This is an existing FSE involving a change (of operation, ownership, and/or name) that is likely to
continue discharging a high level of FOG or has the potential to increase the amount of FOG discharged
to the sewer system.
C/c: Water Resources Division
Planning & Building Agency
OC Health Care Agency
Public Works Agency (Development)
EEC Environmental
Applicant
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YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs
PROJECT SITE
(1,848 SF)
TRASH
(E) MacArthur blvd.
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ISSUES & REVISIONS
CONSULTANT :
PROJECT :
REVISION DESCRIPTIONDATENO.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED
TITLE
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PROJECT NO.
DRAWING NO.
SHEET NO.
DATE
EroomDesign Icn.EroomDesign Inc
1411 ALBANY ST
LOS ANGELES, CA 90015
TELEPHONE 323-544-7688
architecture interior & space design
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SITE PLAN1
SCALE : NTS1A
SANTA ANA CA 92707
2 HUTTON CENTRE DR. #204
FIRE DEPT. NOTESGENERAL NOTES
949 GRILL AND POT LOUNGE
1. FIRE DEPARTMENT INSPECTIONS AREA REQUIRED. SCHEDULE ALL INSPECTIONS 2 DAYS IN ADVANCE.
2. A DETAILED LETTER CLEARLY IDENTIFYING ALL INTENDED USE(S) AND OPERATION(S) OF THE STRUCTURE(S)
SHALL BE PROVIDED TO THE FIRE DEPARTMENT ALONG WITH THE SUBMITTALS FOR REVIEW.
3. WHEN THE PROJECT INVOLVES THE CONSTRUCTION OF A NEW STRUCTURE OR AN ADDITION TO AN EXISTING
STRUCTURE, PLANS AND DOCUMENTS FOR FIRE DEPARTMENT ACCESS, FIRE HYDRANT LOCATIONS, WATER
AVAILABILITY, AND FIRE LANE MARKINGS SHALL BE SUBMITTED TO THE FIRE DEPARTMENT PRIOR TO THE
APPROVAL OF ARCHITECTURAL PLANS. CITY OF SANTA ANA FIRE DEPARTMENT APPROVED SITE PLAN
SHALL BE SUBMITTED ALONG WITH THE ARCHITECTURAL PLAN SUBMITTAL(S).
4. THIS PLAN REVIEW OR APPROVAL ENCOMPASSES THE BUILDING T.I PLANS ONLY. FIRE SPRINKLER SYSTEM(S),
ALARM SYSTEM(S),UNDERGROUND FIRE LINES OR ANY OTHER FIRE PROTECTION SYSTEM OR REQUIRED FIRE
DEPARTMENT PERMIT(S), REQUIRES A SEPARATE PLAN SUBMITTAL AND ARE NOT ENCOMPASSED IN THIS PLAN
REVIEW OR APPROVAL.
5. PROVIDE 6 INCH ADDRESS NUMERALS ON EACH SUITE(S) OR UNIT(S) FRONT AND REAR DOORS. NUMERALS
SHALL BE A COLOR CONTRASTING TO THE BACKGROUND.
6. PLANS OF NEW OR MODIFICATIONS TO EXISTING FIRE PROTECTION, DETECTION, ALARM OR MONITORING
SYSTEM(S) SHALL BE APPROVED BY THE CITY OF SANTA ANA FIRE DEPARTMENT PRIOR TO INSTALLATION
OR MODIFICATION A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR EACH ELEMENT OF PROTECTION PRIOR TO
THE COMMENCEMENT OF ANY WORK, AS THIS PROJECT WAS CONDITIONED, ONLY MALL APPROVED
CONTRACTORS SHALL BE PERMITTED TO ADD TO OR MODIFY THESE SYSTEMS.
7. IF ADDITIONS OF WALLS AND/ OR OTHER TENANT IMPROVEMENTS OBSTRUCT OR EFFECT COVERAGE OR
PERFORMANCE OF THE FIRE SPRINKLER SYSTEM IS NECESSARY, FIRE SPRINKLER TENANT IMPROVEMENT
PLANS SHALL BE SUBMITTED TO THE CITY OF SANTA ANA FIRE DEPARTMENT FOR APPROVAL PRIOR TO
INSTALLATION OR ALTERATION(S).
8. ASSEMBLY OCCUPANCIES SHALL POST A, "MAXIMUM OCCUPANT LOAD OF PERSONS", SIGN NEAR THE MAIN EXIT
FROM EACH ROOM. SPRINKLER SYSTEM IS NECESSARY, FIRE SPRINKLER TENANT IMPROVEMENT.
9. SIGNAGE ABOVE MAIN EXIT DOORS WITH ONE-INCH LETTER IS TO READ, "THIS DOOR TO REMAIN UNLOCKED
WHEN OCCUPIED."
10. ALL EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE OR
EFFORT. ALL "A" OCCUPANCY CLASSIFICATIONS SHALL BE PROVIDED WITH PANIC HARDWARE FOR THE EXIT
DOORS.
11. PROVIDE FIRE-RATED HARDWARE IN ALL RATED ASSEMBLES.
12. LOCATION(S) AND CLASSIFICATION(S) OF FIRE EXTINGUISHERS SHALL BE IN ACCORDANCE WITH THE
CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 19 AND THE CALIFORNIA FIRE CODE STANDARD 10-1 AND
PLACEMENT IS SUBJECT TO THE FIRE INSPECTION PRIOR TO FIRE CLEARANCE FOR THE CERTIFICATE OF
OCCUPANCY TO BE ISSUED BY THE BUILDING DEPARTMENT.
13. STORAGE, DISPENSING OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE OR COMPRESSED
GASES, OR ANY OTHER HAZARDOUS MATERIALS SHALL COMPLY WITH CALIFORNIA FIRE CODE REGULATIONS.
THE STORAGE AND USE OF HAZARDOUS MATERIALS SHALL BE APPROVED BY THE CITY OF SANTA ANA FIRE
DEPARTMENT PRIOR TO ANY MATERIAL BEING STORED, OR USED ON SITE, A SEPARATE PLAN SUBMITTAL IS
REQUIRED PRIOR TO THE STORAGE AND USE OF HAZARDOUS MATERIALS.
14. ALL BUILDING(S) SHALL BE APPROVED FOR HIGH-PILED STORAGE (MATERIAL IN CLOSELY PACKED PILES OR
ON PALLETS, OR IN RACKS WHERE THE TOP OF STORAGE IS EXCEEDS 12" HEIGHT, 6' FOR GROUP A PLASTICS
AND CERTAIN OTHER HAZARDOUS COMMODITIES) OR AEROSOLS PRODUCTS. HIGH-PILED AND AEROSOL STOCK
SHALL BE APPROVED BY THE CITY OF SANTA ANA FIRE DEPT. PRIOR TO MATERIAL BEING STORED ON SITE.
A SEPARATE PLAN SUBMITTAL IS REQUIRED FOR ARTICLES 81 AND 88.
15. AN AUTOMATIC EXTINGUISHING SYSTEM(S) SHALL BE PROVIDED TO PROJECT COMMERCIAL-TYPE FOOD HEATING
AND PROCESSING EQUIPMENT THAT PRODUCES GREASE LADEN VAPORS. A SEPARATE PLAN SUBMITTAL IS
REQUIRED FOR INSTALLATION OF THE SYSTEM AND SHALL BE IN ACCORDANCE WITH CFC, ART.10, NPPA 17A,
AND 96.
16. ALL GAS AND ELECTRICAL POWER UNDER COOKING HOOD(S) SHALL SHUT DOWN UPON ACTUATION OF THE
HOOD FIRE SUPPRESSION SYSTEM.
17. ALL HVAC UNIT OR SYSTEM (REGARDLESS OF CFM, AS REQUIRED BY THE MALL SMOKE CONTROL RATIONAL
ANALYSIS REPORT SHALL HAVE AUTOMATIC SMOKE DUCT-DETECTORS INSTALLED AND CONNECTED TO THE
BUILDING FIRE ALARM SYSTEM.
18. PROVIDE VELOCITY CALCULATIONS FOR EACH DUCT DETECTOR LOCATION INSTALLED. THE CALCULATION IS
TO INCLUDE THE DUCT SIZE AT POINT OF INSTALLATION, CFM OF THE AIR-HANDLER, AND VELOCITY FOR ALL
MODES OF OPERATION INCLUDING ECONOMIZER MODE.
19. PROVIDE REMOTE LED ANNUNCIATOR(S) AND REMOTE TEST STATION FOR EACH DUCT DETECTOR LOCATED
ABOVE THE CEILING AND BELOW THE ROOF.
20. THE MAXIMUM WIDTH OF STOREFRONT OPENING SHALL NOT EXCEED 12'. IN ADDITION THE MAXIMUM OPENING,
A TRASOM/SOFT IS REQUIRED AT THE STOREFRONT OPENING HAVING A MINIMUM 18" DEPTH FOR THE LENGTH
OF THE TRANSOM/SOFT AS REQUIRED BY THE MALL SMOKE CONTROL RATIONAL ANALYSIS REPORT.
21. SPOT-TYPE FIRE ALARM SYSTEM SMOKE DETECTOR(S) SHALL BE INSTALLED AT EACH TENANT SPACE OPENING
(ENTRANCE AND/OR DISPLAY) TO THE MALL AREA(S) AS REQUIRED BY THE MALL SMOKE CONTROL RATIONAL
ANALYSIS REPORT.
22. BUILDING/ TENANT ACCESS REQUIRES KEYS TO EACH TENANT SPACE BE PLACED INTO THE BUILDING MASTER
KNOX BOX LOCATED INSIDE OF THE FIRE CONTROL ROOM. CONTACT THE CITY OF SANTA ANA FIRE
PREVENTION BUREAU FOR PLACEMENT OF KEYS INTO THE BOX.
23. PROVIDE SIGNAGE ON ELECTRICAL EQUIPMENT "NO STORAGE WITHIN 36" BY ORDER OF THE FIRE MARSHALL"
24. PROVIDE BLACK/YELLOW HATCH STRIPES ON FLOOR 36" IN FRONT OF ELECTRICAL EQUIPMENT AND STENCIL
"NO STORAGE" MINIMUM OF 4" LETTERS ON THE FLOOR INSIDE THE HATCHED STRIPES.
25. PROVIDE FIRE EXTINGUISHERS; CONTACT CCFD FOR SIZE, TYPE AND LOCATION.
26. FIRE ALARM/SMOKE CONTROL SYSTEM SHALL BE INSTALLED PER THE 2022 CALIFORNIA BUILDING CODE
CHAPTER 4, 402.14 AND 404.4 AND AS APPROVED BY THE CITY OF SANTA ANA FIRE DEPARTMENT.
27. PROVIDE MALL APPROVE NUMBERS ON UPPER LEFT SIDE OF WINDOW FOR THE SUITE.
28. REMOVE ALL HASPS AND OTHER LOCKING DEVICES FROM REAR DOORS. DOOR EXITING HARDWARE SHALL
COMPLY WITH 2022 CALIFORNIA BUILDING CODE, CHAPTER 4 AND CHAPTER 10.
29. INCLUDE NOTES IN REGARDS TO TOP OF ACTUAL STORAGE, COMMODITY CLASSIFICATION AND CLEARANCE TO
FIRE SPRINKLERS PER NFPA 13.
30. INCLUDE NOTES THAT THE FIRE SPRINKLER SYSTEM SHALL BE MODIFIED TO ADJUST FOR INTERIOR
IMPROVEMENTS.
31. EXTERIOR REAR DOOR SHALL BE MARKED WITH BUSINESS NAME AND SUITE NUMBER.
32. FINAL INSPECTION REQUIRED BY CITY OF SANTA ANA FIRE DEPARTMENT PRIOR TO OCCUPANCY.
33. BUSINESS OWNER SHALL BE NOTIFIED THAT REAR EXIT THAT OPENS TO THE SERVICE CORRIDOR/EMERGENCY
SECONDARY EXIT SHALL BE KEPT FREE OF COMBUSTIBLE MATERIALS AND OTHER STORAGE AT ALL TIMES.
1. THESE DRAWINGS AND SPECIFICATIONS COPIES THEREOF ARE INSTRUMENTS OF SERVICE OF USE
BY THE OWNER AND AUTHORIZED REPRESENTATIVES ON THE DESIGNATED PROPERTY ONLY.
2. ALL DIMENSIONS AND CONDITIONS SHALL BE CHECKED AND VERIFIED ON THE JOB SITE BY EACH
SUBCONTRACTOR BEFORE THAT SUBCONTRACTOR BEGINS WORK. ANY ERRORS, OMISSIONS, OR
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE DESIGNERS AND CONSTRUCTION
MANAGER BEFORE CONSTRUCTION BEGINS.
3. ALL DIMENSIONS TAKE PRECEDENCE OVER SCALE. N OTE THAT DIMENSIONS ARE TO CENTER
LINE, UNLESS OBVIOUSLY SHOWN, OR MARKED FACE OF CONCRETE (FOC) OR FACE OF STUD
(FOS) OR FACE OF MASONARY (FOM), OR FACE OF FINISH (FOF).
4. TYPICAL DETAILS SHALL APPLY WHERE NO SPECIFIC DETAILS OR SECTION ARE GIVEN.
5. PROVIDE PEDESTRIAN AND PROPERTY PROTECTION BARRICADES AND/OR CANOPIES AS REQUIRED
BY LOCAL AUTHORITIES, OR AS NECESSARY FOR PEDESTRIAN SAFETY.
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTINUOUS CLEAN UP OF THE SITE, AND OF
ALL DEBRIS, WETHER CREATED BY THIS WORK, OR BY THE FAILURE OF HIS SUB-CONTRACTORS
TO CLEAN UP AFTER THEIR WORK.
7. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO SUPERVISE ALL CUTTING AND
PATCHING OF FINISHED WORK ALREADY INSTALLED, IF MADE NECESSARY BY ERRORS, CHANGES
OR OTHER REASONS. ALL REPLACEMENT WORK SHALL MATCH ADDITIONAL SURFACE.
8. CONTRACTOR SHALL PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS.
9. PROVIDE AREA FOR COMBUSTIBLE RUBBISH STORAGE.
10. ALL SURVEY DATA IS BASED ON AN ORIGINAL SURVEY BY CITY OF SANTA ANA.
11. THERE SHALL BE NO EXPOSED PIPE CONDUITS, DUCTS, VENTS, ETC. IN DESIGNATED FINISH
SPACES, UNLESS NOTED AS EXPOSED CONSTRUCTION.
12. THE CONTRACTOR SHALL BE RESPONSIBLE TO CONSTRUCT ALL FIRE RATED SPACES, TO THE
REQUIREMENTS OF THE APPLICABLE CODES AND STANDARDS. PROVIDE FIRE DAMPERS AND
ACCESS PANELS FOR DUCTS AND A.C. FIXTURE WHEN PASSING THROUGH THESE SPACES.
13. PROVIDE APPROPRIATE FIRE ENCLOSURE BEHIND RECESSED LIGHT FIXTURE, WHERE REQUIRED.
14. PROVIDE FIRE EXTINGUISHER AS REQUIRED BY FIRE DEPT. FIELD INSPECTOR.
15. EXIT DOOR SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING MORE THAN 50
PERSONS.
16. EVERY EXIT DOOR SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY
SPECIAL KNOWLEDGE OR EFFORT. SPECIAL LOCKING DEVICES SHALL BE OF APPROVED TYPE.
17. EXIT LIGHTING AND SIGNS SHALL BE 6" X 3/4" MIN. ON A CONTRASTING BACKGROUND.
18. EXIT PATH LIGHTING SHALL BE PROVIDED GIVING A VALUE OF ONE FOOT CANDLE AT FLOOR
LEVEL.
19. AISLE SHALL BE 44" MIN. CLEAR WIDTH TO A PUBLIC WAY.
20. NO SHARP OR ABRASIVE SURFACE UNDER LAVATORIES. GRAB BARS, FASTENERS AND MOUNTING
DEVICES SHALL BE DESIGNED FOR 250 LBS. PER LINEAR FT. LOAD.
21. PROVIDE LEVER TYPE HARDWARE TO PROVIDE PASSAGE WITHOUT REQUIRING THE ABILITY TO
GRASP THE OPENING HARDWARE.
22. EVERY REQUIRED EXIT DOORWAY SHALL NOT BE LESS THAN 3' WIDE BY NOT LESS THAN 6'-8"
HIGH CAPABLE OF OPENING 90° AND MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT WAY
IS A MINIMUM 32."
23. THE FLOOR ADJACENT TO A DOORWAY SHALL BE LEVEL AND CLEAR FOR A MINIMUM DEPTH OF
60" IN THE DIRECTION THE DOORWAY SWINGS AND 44" IF SWINGING AWAY. THE FLOOR SHALL
EXTEND BEYOND THE STRIKE EDGE 24" FOR EXTERIOR DOORS AND 18" FOR INTERIOR DOORS.
24. STORAGE IS PROHIBITED IN EXIT PASSAGEWAY WHICH ARE ALSO USED FOR SERVICE TO THE
TENANTS. SUCH EXIT PASSAGEWAYS SHALL BE POSTED WITH CONSPICUOUS SIGNS STATING SO.
25. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH THE CALIFORNIA CONSTRUCTION
SAFETY ORDERS.
26. CONTRACTOR SHALL COORDINATE ALL MECHANICAL AND ELECTRICAL EQUIPMENT AS TO
WEIGHT AND LOCATIONS WITH STRUCTURAL SUPPORTS. IN THE EVENT THAT THE PURCHASED
EQUIPMENT DEVIATES ARE DIFFERENT IN WEIGHT AND LOCATION FROM THOSE INDICATED ON
THE PLANS, THE STRUCTURAL ENGINEER MUST BE NOTIFIED.
27. ALL TOILET ROOMS WITHOUT REQUIRED OPERABLE WINDOWS SHALL BE MECHANICALLY
VENTILATED TO PROVIDE 5 MINUTE MINIMUM AIR CHANGE. FAN SHALL BE CONSIDERED AS
PART OF WORK.
28. IN THE EVENT THERE ARE DISCREPANCIES, AMBIGUITIES OR OMISSIONS FROM THE
SPECIFICATIONS OR DRAWINGS, OR SHOULD THERE BE DOUBT AS TO THEIR MEANING OR INTENT,
THE DESIGNER SHALL BE NOTIFIED, IN ORDER TO PROVIDE A WRITTEN CLARIFICATION.
29. WHERE FACTORY PRIME ITEMS OCCUR, SUCH AS GRILLS, DIFFUSERS, METAL TRIM AND
ACCESSORIES, ETC., PAINT TO MATCH THE ADJACENT SURFACE AS DIRECTED BY THE DESIGNER.
REFER TO SPECIFICATIONS FOR ALL OTHER ITEMS NOT INCLUDED ON THE FINISH SCHEDULES.
30. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN APPROVAL BY THE LOCAL
BUILDING INSPECTOR FOR ALL CONCEALED WORK BEFORE CLOSING UP.
31. PROVIDE 2 X SOLID BACKING FOR ALL CABINETS, TOWEL BARS, ETC.
32. PROVIDE OUTSIDE GAS SHUT-OFF VALVE, CONSPICUOUSLY MARKED.
33. PROVIDE WATERPROOF MEMBRANE OVER ALL EXTERIOR BUILDING WALLS BELOW GRADE.
CARRY WATERPROOF MEMBRANE 4" ABOVE FINISH GRADE WHERE APPLICABLE.
34.TOW INCHES MINIMUM SAND IS TO BE PLACED OVER VAPOR BARRIER (6 MIL. MINIMUM),
WHERE APPLICABLE.
35. PROVIDE FIRE DAMPER AT ALL DUCT OPENINGS.
36. INTERIOR WALL AND CEILING FINISH SHALL HAVE AT LEAST FLAME SPREAD RATING OF CLASS
_____ AND SMOKE DENSITY OF _____.
37. FLOORS SHALL HAVE SURFACE THAT IS SLIP RESISTANT.
38. INTERIOR AND EXTERIOR THRESHOLDS SHOULD BE A MAX. 1/2" ABOVE THE ADJACENT FLOOR.
39. INSULATE HOT WATER AND DRAIN PIPE.
40. FAUCET CONTROLS SHALL BE OPERABLE WITH ONE HAND AND NOT REQUIRE GRASPING,
PINCHING OR TWISTING.
41. LOCATE ALL MANUALLY OPERATED SWITCHES AND CONTROLS BETWEEN 36" AND 38."
42. LOCATE CONVENIENCE OUTLETS A MINIMUM 12" FROM THE FLOOR.
43. DOOR OPENINGS INTO REQUIRED 1 HR. FIRE RESISTIVE CORRIDORS SHALL BE PROTECTED WITH
A SMOKE OR DRAFT STOP FIRE ASSEMBLY HAVING A 20 MINUTE RATING, AND IS SELF CLOSING.
44. ANY DECORATIONS USED SHALL BE NON-COMBUSTIBLE OR FLAME-PROOFED IN AN APPROVED
MANNER.
PROJECT DATA
PROJECT DESCRIPTION:FIRE DAMAGED IN THE KITCHEN STOVE AREA
- REPLACE HOOD DUCT
- REPLACE EXHAUST FAN
- REPLACE KITCHEN HOOD
- REPAIR A MINOR DAMAGED ROOF
- REPAIR FIRE DAMAGED ELECTRICAL AND PLUMBING
PROJECT LOCATION : 2 HUTTON CENTRE DR. #204
SANTA ANA, CA 92707
EXISTING USE : RESTAURANT
ZONING: SD
PROJECT AREA : 1,848 SF
OCCUPANT LOAD: 34
DINING AREA:470 SF / 15 = 31.33
KITCHEN AREA: 679 SF / 200 = 3.4
STORAGE:61 SF / 300 = 1
OFFICE 29 SF = 1
2 RESTROOMS:62 SF = 2
PARKING SPACES : NO CHANGE PARKING SPACES
NO. OF STORIES : 1-STORY
SPRINKLERS : FULLY SPRINKLERED - SPRINKLER SYSTEM SHALL BE
SUPERVISED AUTOMATIC SYSTEM (NFPA 13).
EXIT :
REQUIRED: 1 EXIT
PROVIDED: 2 EXITS
SHEET INDEX APPLICABLE CODESAPPLICABLE CODES
2022 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, Part 1,
2022 CALIFORNIA BUILDING CODE (C.B.C.), Title 24 C.C.R.
(2012 INTERNATIONAL BUILDING CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA ELECTRICAL CODE (C.E.C.), Part 3, Title 24 C.C.R.
(2011 NATIONAL ELECTRICAL CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA MECHANICAL CODE (C.M.C.), Part 4, Title 24 C.C.R.
(2012 UNIFORM MECHANICAL CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA PLUMBING CODE (C.P.C.), Part 5, Title 24 C.C.R.
(2012 UNIFORM PLUMBING CODE WITH CALIFORNIA AMENDMENTS)
2022 CALIFORNIA FIRE CODE (C.F.C.), Part 9, Title 24 C.C.R.
2022 CALIFORNIA ENERGY CODE, Part 6, Title 24
(2012 INTERNATIONAL FIRE CODE WITH CALIFORNIA AMENDMENTS)
VICINITY MAP
north
PROJECT DATA,
SITE PLAN
MAR. 2025
A-001 TITLE, GENERAL NOTES
A-002 ADA NOTE
A-003 EXISTING FLOOR PLAN
A-004 EXISTING REFLECTED
CEILING PLAN
A-005 EQUIPMENT PLAN / SCHEDULE
A-006 DETAIL - 1
M-1.0 HVAC GENERAL NOTES
AND LEGEND
M-1.1 HVAC EQUIPMENT SCHEDULES
& DETAILS
M-1.2 HOOD PACKAGE
M-1.3 HOOD PACKAGE
M-1.4 HOOD PACKAGE
M-1.5 HOOD PACKAGE
M-1.6 HOOD PACKAGE
M-1.7 HOOD PACKAGE
M-1.8 HOOD PACKAGE
M-1.9 HOOD PACKAGE
M-1.10 HOOD PACKAGE
M-2.0 HVAC CEILING PLAN
M-3.0 HVAC ROOF PLAN
T-24.0 TITLE 24 FORMS
S-1.0 GENERAL NOTES
& DETAILS
S-2.1 ROOF FRAMING PLAN
(HOOD)
S-2.2 ROOF FRAMING PLAN
(ROOF EQUIPMENT)
DISABLED ACCESSIBILITY NOTES
A. APPLICATION AND ADMINISTRATION - THIS IS N/A TO THIS PROJECT
1. when alterations or additions are made to existing buildings or facilities, an accessible path of
travel to the specific area of alteration or addition shall be provided unless otherwise exempt.
§11b-202.4
2. primary accessible path of travel shall include a primary entrance to the building or facility;
toilet and bathing facilities serving the area; drinking fountains serving the area; public
telephones serving the area, and signs. §11b-202.4
3. the attached “summary of accessibility upgrades” form should be completed and submitted for
review, as not all elements are shown to comply with minimum accessibility code standards.
§11b-202.4 exception 8
4. verify the project adjusted construction cost. if below the current valuation threshold
(as of jan. 2019: $166,157.00*) and not all elements are proposed to be improved to comply with
disabled access requirements, complete the attached
“summary of upgrades form” and detail path of travel improvements as required.
B. BUILDING BLOCKS
1. confirm any elevation differences on the plans and provide detail(s) showing compliance with
section 11b-303 changes of level. §11b-303.1
2. at the location(s) indicated on the plan, show and dimension the required turning space
(circle or t-shaped). §11b-304
3. at the location(s) indicated on the plans, provide sections detailing minimum knee and toe
clearance. (at lavatories, sinks, dining and work surfaces…). §11b-306
4. at the location(s) indicated on the plans, dimension the required clear floor or ground space.
§11b-305
5. show on the site plan a guardrail or barrier that complies with the following. provide a
guardrail or other barrier with a leading edge located 27 inches maximum above the finish floor
or ground as the vertical clearance above the circulation path is reduced to less than 80 inches.
§11b-307.4
6. provide dimensions to ensure the objects indicated on the plans do not protrude into the
accessible route clear width or more than 4 inches horizontally into the circulation path.
§11b-307.2
7. add dimensions on the plans to ensure the objects indicated are within allowable reach ranges.
confirm front or side approach at unobstructed and/or obstructed conditions, as applicable.
§11b-308
8. at required operable parts, indicate maximum force and specify operation type. §11b-309.4
C. ACCESSIBLE ROUTE OF TRAVEL
1. show on the site plan accessible routes that comply with the following. at least one accessible
route shall be provided within the site from accessible parking spaces and accessible passenger
loading zones; public streets and sidewalks; and public transportation stops to the accessible
building or facility entrance they serve. where more than one route is provided, all routes must
be accessible. §11b-206.2.1
2. show on the site plan at least one accessible route that complies with the following. at least
one accessible route shall connect accessible buildings, accessible facilities, accessible elements,
and accessible spaces that are on the same site. §11b-206.2.2
3. show on the floor plans at least one accessible route that complies with the following. at
least one accessible route shall connect each story and mezzanine in multi-story buildings and
facilities. §11b-206.2.3 (see exceptions)
4. show on the floor plans all accessibility requirements that comply with the following. although
the building is without an elevator, the upper/lower level(s) must still meet all accessibility
requirements.
5. show on the floor/site plan accessible means of vertical access and dimensions that comply with
the following. in new construction of buildings where elevators are required by 11b-206.2.3
multi-story buildings and facilities, and which exceed 10,000 square feet on any floor, an
accessible means of vertical access via ramp, elevator or lift shall be provided within 200 feet
of travel of each stair and each escalator. §11b-206.2.3.2
6. show on the floor/site plan accessible means of vertical access and dimensions that comply with
the following. in existing buildings that exceed 10,000 square feet on any floor and in which
elevators are required by 11b-206.2.3 multistory buildings and facilities, whenever a newly
constructed means of vertical access is provided via stairs or an escalator, an accessible means
of vertical access via ramp, elevator or lift shall be provided within 200 feet of travel of
each new stair or escalator. §11b-206.2.3.2
7. show on the floor/site plans at least one accessible route that complies with the following. at
least one accessible route shall connect accessible building or facility entrances with all
accessible spaces and elements within the building or facility, including mezzanines, which are
otherwise connected by a circulation path. §11b-206.2.4 (see exceptions 1 through 7)
8. show on the floor/site plan accessible routes and circulation paths that comply with the
following. accessible routes shall coincide with or be located in the same area as general
circulation paths. where circulation paths are interior, required accessible routes shall also be
interior. an accessible route shall not pass through kitchens, storage rooms, restrooms, closets
or other spaces used for similar purposes, except as permitted by chapter 10. §11b-206.3
employee workstations
9. detail accessible route to employee workstation and specify compliance with division 4. spaces
and elements within employee workstations shall only be required to comply with sections
11b-207.1, 11b-215.3, 11b-302, 11b-303, and 11b-404.2.3. common use circulation paths within employee
workstations shall comply with section 11b-206.2.8. §11b-203.9
10. indicate on the floor plans the use of each space. specifically call out common areas and
employee work stations.
11. provide accessible details to comply with the following. the area indicated is a common area and
is not considered an employee workstation, therefore disabled access compliance details are
required. §11b-203.9 detectable warnings and detectable directional texture
entrances
13. show and specify the required primary building entry. §11b-206.4
14. for the new building proposed, detail compliance at all entrances and exterior ground-floor
exits to buildings and facilities shall comply with 11b-404 doors, doorways, and gates.
§11b-206.4.1
15. show and specify primary entry door and door(s) along path of travel, including door size(s),
hardware, landings, thresholds, kickplates, pressure, etc…§11b-206.5 technical requirements for
accessible routes
technical requirements for accessible routes
16. on the site plan, show and define the required accessible path of travel: 48 in minimum width
walkway, 5% maximum slope in the direction of travel, 2% maximum cross-slope. §11b-403.3 &
§11b-403.5
17. delineate all walking surfaces and dimension the required widths (36”/44”/48”/60”). §11b-403.5
doors, doorways, and gates
18.specify all door and gate widths, heights, hardware, thresholds, kick plates, etc… §11b-404
19.show and dimension all required landings/maneuvering clearances. §11b-402.2.4
20.revolving doors, revolving gates, and turnstiles shall not be part of an accessible route.
§11b-404.2.1
21.at least one of the active leaves of doorways with two leaves shall comply with 11b-404.2.3
clear width and 11b-404.2.4 maneuvering clearances. §11b-404.2.2
22.door openings shall provide a clear width of 32 inches minimum. openings more than 24 inches
deep shall provide a clear opening of 36 inches minimum. specify all door widths on the plans
and/or at door schedule. §11b-404.2.3
23.at doorways less than 36 inches wide without doors or gates, sliding doors, or folding doors
dimension required maneuvering clearances complying with table 11b-404.2.4.2. §11b-404.2.4.2
24.dimension the minimum 18 inch interior and 24 inch exterior strike side clearance on the latch
side of all doors with adjacent obstruction. §11b-404.2.4.3
25.provide threshold details for doors, indicating ½ inch maximum height. §11b-404.2.5.
26.specify door hardware type(s) for all doors and gates and provide elevation indicating
hardware height between 34 inches minimum and 44 inches maximum above the finish floor or
ground.§11b-404.2.7
27.swinging door and gate surfaces within 10 inches of the finish floor or ground measured
vertically shall have a smooth surface on the push side extending the full width of the door
or gate. parts creating horizontal or vertical joints in these surfaces shall be within 1/16 inch
of the same plane as the other and be free of sharp or abrasive edges. cavities created by
added kick plates shall be capped. show and dimension required kickplate(s). §11b-404.2.10
28.where sliding doors are in the fully open position, confirm operating hardware shall be exposed
and usable from both sides. §11b-404.2.7
D. GENERAL SITE AND BUILDING ELEMENTS
parking spaces
1. where parking spaces are provided, accessible parking spaces shall be provided in number and kind
required per section 11b-208 parking spaces. show and detail all required disabled access stalls,
including dimensions, markings, signage, clear height, etc… §11b-208
2. provide ( ) accessible parking spaces as required by table 11b-208.2. §11b-208.2 (see exceptions)
3. provide accessible spaces for each parking facility (parking lots and parking structures).
the number of parking spaces required to be accessible is to be calculated separately for each
parking facility; the required number is not based on the total number of parking spaces provided
in all of the parking facilities provided on site. §11b-208.2
4. ten percent of patient and visitor parking spaces provided to serve hospital outpatient facilities,
and free-standing buildings providing outpatient clinical services of a hospital, shall comply with
section 11b-502 parking spaces. §11b-208.2.1
5. twenty percent of patient and visitor parking spaces provided to serve rehabilitation facilities
specializing in treating conditions that affect mobility and outpatient physical therapy facilities
shall comply with section 11b-502 parking spaces. §11b-208.2.2
6. one in every six or fraction of six parking spaces required by section 11b-208.2 minimum number,
but not less than one, shall be served by an access aisle 96 inches wide minimum placed on the
side opposite the driver…s side when the vehicle is going forward into the parking space and shall
be designated “van accessible”. all such spaces may be grouped on one level of a parking
structure. §11b-208.2.4 & §11b-502
7. accessible parking spaces complying with section 11b-502 parking spaces serving a particular
building or facility shall be located on the shortest accessible route of travel from adjacent
parking to an accessible entrance (as near as practical to an accessible entrance). §11b-208.3.1
8. in buildings with multiple accessible entrances with adjacent parking, accessible parking spaces
complying with section 11b-502 parking spaces shall be dispersed and located closest to the
accessible entrances. §11b-208.3.1
9. in parking facilities that do not serve a particular building or facility, accessible parking
spaces complying with section 11b-502 parking spaces shall be located on the shortest accessible
route of travel to an accessible pedestrian entrance of the parking facility. §11b-208.3.1
10. dimension minimum 18-foot long car and van accessible parking space(s) and access aisle(s).
§11b-502.2, figures 11b-502.2 & 11b-502.3
11. dimension minimum 9-foot width at accessible car parking space. §11b-502.2, figures 11b-502.2
& 11b-502.3
12. dimension minimum 12-foot wide accessible van parking space with minimum 5-foot wide access aisle.
van parking spaces shall be permitted to be minimum 9 feet wide where access aisle is 8-foot wide
minimum. §11b-502.2, figures 11b-502.2 & 11b-502.3
13. car and van stall access aisle shall be 5 foot wide minimum and shall adjoin an accessible
route. two parking spaces shall be permitted to share a common access aisle. §11b-502.3, figures
11b-502.2 & 11b-502.3
14. access aisles shall be marked with a blue painted borderline around their perimeter.
the area within the blue borderlines shall be marked with hatched lines a maximum of 36 inches
on center in a color contrasting with that of the aisle surface, preferably blue or white.
the words "no parking" shall be painted on the surface within each access aisle in white
letters a minimum of 12 inches in height and located to be visible from the adjacent vehicular
way. access aisle markings may extend beyond the minimum required length. §11b-502.3.3, figure
11b-502.3.3
15. access aisles shall not overlap the vehicular way. access aisles shall be permitted to be placed
on either side of the parking space except for van parking spaces which shall have access aisles
located on the passenger side of the parking spaces. §11b-502.3.4
16. clearly show minimum vertical clearance of 8 feet 2 inches at accessible parking spaces and
along at least one vehicle access route to such spaces from site entrances and exits. §11b-502.5
17. parking space identification signs shall include the international symbol of accessibility
complying with section 11b-703.7.2.1 international symbol of accessibility. §11b-502.6, figure
11b-703.7.2.1
18. signs identifying van parking spaces shall contain additional language or an additional sign with
the designation “van accessible.” signs shall be 60 inches minimum above the finish floor or
ground surface measured to the bottom of the sign. §11b-502.6
19. parking identification signs shall be reflectorized with a minimum area of 70 square inches.
§11b-502.6.1
20. additional language or an additional sign below the international symbol of accessibility shall
state “minimum fine $250.” §11b-502.6.2
21. a parking space identification sign shall be visible from each parking space. signs shall be
permanently posted either immediately adjacent to the parking space or within the projected
parking space width at the head end of the parking space. signs may also be permanently posted
on a wall at the interior end of the parking space. §11b-502.6.3
22. each accessible car and van space shall have surface identification complying with either of
the following schemes: §11b-502.6.4
a. the parking space shall be marked with an international symbol of accessibility complying with
section 11b-703.7.2.1 international symbol of accessibility in white on a blue background a
minimum 36 inches wide by 36 inches high. the centerline of the international symbol of
accessibility shall be a maximum of 6 inches from the centerline of the parking space, its sides
parallel to the length of the parking space and its lower corner at, or lower side aligned
with, the end of the parking space length. §11b-502.6.4.1
b. the parking space shall be outlined in blue or painted blue and shall be marked with an
international symbol of accessibility complying with section 11b-703.7.2.1 international symbol
of accessibility a minimum 36 inches wide by 36 inches high in white or a suitable contrasting
color. the centerline of the international symbol of accessibility shall be a maximum of
6 inches from the centerline of the parking space, its sides parallel to the length of the
parking space and its lower corner at, or lower side aligned with, the end of the parking
space. §11b-502.6.4.2
23. an additional sign shall be posted either; 1) in a conspicuous place at each entrance to an
off-street parking facility or 2) immediately adjacent to on-site accessible parking and visible
from each parking space. §11b-502.8
a. the additional sign shall not be less than 17 inches wide by 22 inches high. §11b-502.8.1
b. the additional sign shall clearly state in letters with a minimum height of 1 inch the
following: §11b-502.8.2
"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______________________."
blank spaces shall be filled in with appropriate information as a permanent part of the sign.
24. signs intended for use by pedestrians within parking facilities, including directional or
informational signs indicating parking sections or levels, shall comply with the requirements of
section 11b-216. §11b-216.5.2 relationship to accessible routes
relationship to accessible routes
25. parking spaces and access aisles shall be designed so that persons using them are not required
to travel behind parking spaces other than to pass behind the parking space in which they
parked. §11b-502.7.1
26. a curb or wheel stop shall be provided if required to prevent encroachment of vehicles over the
required clear width of adjacent accessible routes. §11b-502.7.2 passenger drop-off & loading
zones and bus stops
E.PLUMBING FIXTURES AND FACILITIES
toilet and bathing room clearances
13. where toilet facilities and bathing facilities are provided, they shall comply with 11b-213 toilet
facilities and bathing facilities. where toilet facilities and bathing facilities are provided in
facilities permitted by 11b-206.2.3 multi-story buildings and facilities exceptions 1 and 2 not to
connect stories by an accessible route, toilet facilities and bathing facilities shall be provided
on a story connected by an accessible route to an accessible entrance. §11b-213.1
14. where separate toilet facilities are provided for the exclusive use of separate user groups, the
toilet facilities serving each user group shall comply with 11b-213 toilet facilities and bathing
facilities. §11b-213.1.1
15. where toilet rooms are provided, each toilet room shall comply with 11b-603 toilet and bathing
rooms. where bathing rooms are provided, each bathing room shall comply with 11b-603 toilet and
bathing rooms. §11b-213.2 (see exception)
16. unisex toilet rooms shall contain not more than one lavatory, and not more than two water
closets without urinals or one water closet and one urinal. unisex bathing rooms shall contain
one shower or one shower and one bathtub, one lavatory, and one water closet. doors to unisex
toilet rooms and unisex bathing rooms shall have privacy latches. §11b-213.2.1
17. door shall not swing into the clear floor space or clearance required for any fixture. other
than the door to the accessible water closet compartment, a door in any position may encroach
into the turning space by 12 inches maximum. §11b-603.2.3
18. at single user toilet or bathing rooms, doors shall be permitted to swing into the clear floor
space or clearance required for any fixture only if a 30 inch by 48-inch minimum clear floor
space is provided within the room beyond the arc of the door swing. §11b-603.2.3 (see exception)
19. mirrors located above the lavatories or countertops shall be installed within the bottom edge
of the reflecting surface 40 inches maximum above the finish floor or ground. mirrors not
located above the lavatories or countertops shall be installed with the bottom edge of the
reflecting surface 35 inches maximum above the finish floor or ground. §11b-603.3
20. coat hooks shall be located within one of the reach ranges specified in section 11b-308. shelves
shall be located 40inches minimum and 48 inches maximum above the finish floor. medicine
cabinets shall be located with a usable shelf no higher than 44 inches maximum above the finish
floor. §11b-603.4
21. where towel or sanitary napkin dispensers, waste receptacles, or other accessories are provided
in toilet facilities, at least one of each type shall be located on an accessible route. all
operable parts, including coin slots, shall be 40 inches maximum above the finish floor. baby
changing stations are not required to comply with section 11b-603.5. §11b-603.5
22. provide bathtub details, confirming compliance with section 11b-607, including the requirements
for clearances, grab bars, seats, controls, shower spray unit, and water and bathtub
enclosures. §11b-608
23. provide details confirming disabled access compliance at shower compartments, including the
requirements for clearances, grab bars, seats, controls, shower spray unit and water,
thresholds, shower enclosures, shower floor or ground surface and soap dish. §11b-608
water closets and toilet compartments
water closets and toilet compartments
24. where toilet compartments are provided, at least 5 percent but no fewer than one toilet
compartment shall comply with section 11b-604.8.1. in addition to the compartments required to
comply with 11b-604.8.1, where six or more toilet compartments are provided, or where the
combination of urinals and water closets totals six or more fixtures, toilet compartments
complying with section 11b-604.8.2 shall be provided in the same quantity as the toilet
compartments required to comply with section 11b-604.8.1. §11b-213.3.1
25. where water closets are provided, at least 5 percent but no fewer than one shall comply with
section 11b-604. §11b-213.3.2
26. the clear width for accessible routes to accessible toilet compartments shall be 44 inches
except for door-opening widths and door swings. §11b-403.5.1 exception 5.
27. the water closet shall be positioned with a wall or partition to the rear and to one side. the
centerline of the water closet shall be 17 inches minimum to 18 inches maximum from the side
wall or partition, except that the water closet shall be 17 inches minimum and 19 inches maximum
from the side wall or partition in the ambulatory accessible toilet compartment specified in
section 11b-604.8.2 ambulatory accessible compartments. water closets shall be arranged for
a left-hand or right-hand approach. §11b-604.2
28. clearance around a water closet shall be 60 inches minimum measured perpendicular from the
sidewall and 56 inches minimum measured perpendicular from the rear wall. a minimum 60 inches
wide and 48 inches deep maneuvering space shall be provided in front of the water closet.
§11b-604.3.1
29. the seat height of a water closet above the finish floor shall be 17 inches minimum and 19inches
maximum measured to the top of the seat. seats shall not be sprung the return to a lifted
position. seats shall be 2 inches high maximum and a 3-inch high seat shall be permitted only in
alterations where the existing fixture is less than 15 inches high. §11b-604.4
30. the sidewall grab bars shall be 42 inches long minimum, located 12 inches maximum from the rear
wall and extending 54 inches minimum from the rear wall with the front end positioned 24 inches
minimum in front of the water closet. §11b-604.5.1
31. the rear grab bar shall be 36 inches long minimum and extend from the centerline of the water
closet 12 inches minimum on one side and 24 inches minimum on the other side. §11b-604.5.2
(see exception)
32. flush controls shall be hand operated or automatic. hand operated flush controls shall comply
with section 11b-309.4 operation except they shall be located 44 inches maximum above the floor.
flush controls shall be located on the open side of the water closet except in ambulatory
accessible compartments complying with section 11b-604.8.2 ambulatory accessible compartments.
§11b-604.6
33. toilet paper dispensers shall comply with section 11b-309.4 operation and shall be 7 inches
minimum and 9 inches maximum in front of the water closet measured to the centerline of the
dispenser. the outlet of the dispenser shall be below the grab bar, 19 inches minimum above the
finish floor and shall not be located behind the grab bars. dispensers shall not be of a type
that control delivery or that does not allow continuous paper flow. §11b-604.7
34. wheelchair accessible toilet compartments shall meet the requirements of sections 11b-604.8.1
wheelchair accessible compartments and 11b-604.8.3 coat hooks and shelves. compartments
containing more than one plumbing fixture shall comply with section 11b-603 toilet and bathing
rooms. ambulatory accessible compartments shall comply with sections 11b-604.8.2 ambulatory
accessible compartments and 11b-604.8.3 coat hooks and shelves. §11b-604.8
35. in a wheelchair accessible compartment with an in-swing door, a minimum 60 inches wide by 36
inches deep maneuvering space shall be provided in front of the clearance required in section
11b-604.8.1.1 wheelchair accessible compartment size. §11b-604.8.1.1.1, figures 11b-604.8.1.1.2(b)
and 11b-604.8.1.1.3(b)
36. in a wheelchair accessible compartment with a door located in the side wall or partition, either
in-swinging or out swinging, a minimum 60 inches wide and 60 inches deep maneuvering space shall
be provided in front of the water closet. §11b-604.8.1.1.2, figure 11b-604.8.1.1.2
37. in a wheel chair accessible compartment with end-opening door located in the front wall or
partition (facing water closet), either in-swinging or out-swinging, a minimum 60 inches wide and
48 inches deep maneuvering space shall be provided in front of the water closet. §11b-604.8.1.1.3,
figure 11b-604.8.1.1.3
38.toilet compartment doors, including door hardware, shall comply with section 11b-404 doors,
doorways, and gates except that if the approach is from the push side of the compartment door,
clearance between the door side of the compartment and any obstruction shall be 48 inches
minimum measured perpendicular to the compartment door in its closed position. door shall be
located in front partition or in the side wall or partition farthest from the water closet.
§11b-604.8.1.2
39.where toilet compartment doors are located in the front partition, the door opening shall be
4 inches maximum from the sidewall or partition farthest from the water closet. where located
in the sidewall or partition, the door opening shall be 4 inches maximum from the front partition
and the door shall be self-closing. §11b-604.8.1.2
40.a door pull complying with section 11b-404.2.7 door and gate hardware shall be placed on both
sides of the door near the latch. door shall not swing into the clear floor space or clearance
required for any fixture. doors may swing into that portion of the maneuvering space which does
not overlap the clearance required at a water closet. §11b-604.8.1.2 (see exception)
41.at least one side partition shall provide a toe clearance of 9 inches minimum above the finish
floor and 6 inches deep minimum 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. compartments for children…s use shall provide a toe clearance
of 12 inches minimum above the finish floor. §11b-604.8.1.4
42.ambulatory accessible compartments shall have a width of 35 inches minimum and 37 inches
maximum. §11b-604.8.2.1
43.water closets and toilet compartments for children…s use shall comply with section 11b-604.9
water closets and toilet compartments for children…s use and follow suggested dimensions on
table 11b-604.9. §11b-604.9
44.where urinals are provided, at least 10 percent but no fewer than one shall comply with section
11b-605. §11b-213.3.3.
45.urinals shall be the stall-type or the wall-hung type with the rim 17 inches maximum above the
finish floor or ground. urinals shall be 13½ inches deep minimum measured from the outer face
of the urinal rim to the back of the fixture. §11b-605.2
46.flush controls shall be hand operated or automatic. hand operated flush controls shall comply
with section 11b-309 operable parts except that the flush control shall be mounted at a max.
height of 44 inches above the finish floor. §11b-605.4
47.where lavatories are provided, at least 10 percent but no fewer than one shall comply with
section 11b-606 and shall not be located in a toilet compartment. §11b-213.3.4, §11b-606.1.
48. for lavatories and sinks, a clear floor space complying with section 11b-305 clear floor or
ground surfaces, positioned for a forward approach, and knee and toe clearance complying with
section 11b-306 knee and toe clearance shall be provided. §11b-606.2
49. lavatories and sinks shall be installed with the front of the higher of the rim or counter
surface 34 inches maximum above the finish floor or ground. §11b-606.3 signs related to toilets
and bathing facilities
signs related to toilets and bathing facilities
50. entrances leading to toilet rooms and bathing rooms complying with 11b-603 toilet and bathing
rooms shall be identified by a geometric symbol complying with 11b-703.7.2.6 toilet and bathing
room geometric symbols.
51. where existing toilet rooms or bathing rooms do not comply with 11b-603 toilet and bathing
rooms, directional signs indicating the location of the nearest compliant toilet room or bathing
room within the facility shall be provided.
52. signs shall comply with 11b-703.5 visual characters and shall include the international symbol
of accessibility complying with 11b-703.7.2.1 isa.
53. where existing toilet rooms or bathing rooms do not comply with 11b-603 toilet and bathing
rooms, the toilet rooms or bathing rooms complying with 11b-603 toilet and bathing rooms shall
be identified by the international symbol of accessibility complying with 11b-703.7.2.1 isa.
54. where clustered single user toilet rooms or bathing facilities are permitted to use exceptions
to 11b-213.2 toilet and bathing rooms, toilet rooms or bathing facilities complying with 11b-603
toilet and bathing rooms shall be identified by the international symbol of accessibility
complying with 11b-703.7.2.1 isa unless all toilet rooms and bathing facilities comply with 11b-603
toilet and bathing rooms.
55. existing buildings that have been remodeled to provide specific toilet rooms or bathing rooms for
public use that comply with these building standards shall have the location of and the
directions to these rooms posted in or near the building lobby or entrance on a sign complying
with 11b-703.5 visual characters, including the international symbol of accessibility complying
with 11b-703.7.2.1 isa. §11b-216.8 washing machine and clothes dryers
A-002
NOTE :
ISSUES & REVISIONS
CONSULTANT :
PROJECT :
REVISION DESCRIPTIONDATENO.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED
TITLE
SCALE
PROJECT NO.
DRAWING NO.
SHEET NO.
DATE
EroomDesign Icn.EroomDesign Inc
1411 ALBANY ST
LOS ANGELES, CA 90015
TELEPHONE 323-544-7688
architecture interior & space design
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14
'
-
3
1
/
4
"
20
'
-
7
"
34'-6 5/8"
11'-10"7'-11"14'-9 5/8"
9'-5 5/16"
6'-5 1
/
2
"
8'-
9
7
/
8
"
6'-
7
"
29'-0
1
1
/
1
6
"
8'-
6
"
9'-2 1
/
2
"
6'-3"
3'-8 1
/
2
"
7'-10"
4'
4'-8"
3'
1'-2"
4'-
3
1
/
2
"
11"
1'-
1
0
1
/
2
"
8"
6'-
2
1
/
2
"
(E) DINING
(e) sealed
concrete floor
(e)ceramic
tile floor
(E) KITCHEN-1
(e) sealed
concrete floor
(E) KITCHEN-2
(e) sealed
concrete floor
(E) WALK-IN COOLER
(e) sealed
concrete floor
(E) OFFICE
(e) sealed
concrete floor
(E) WOMEN'S RESTRM.
(e) ceramic
tile floor
(E) MEN'S RESTRM.
(e) ceramic
tile floor
5'
5'
(E) DINING
(e) sealed
concrete floor
(E)SERVICE AREA
(e)ceramic
tile floor
(E) KITCHEN-1
(e) sealed
concrete floor
(E) KITCHEN-2
(e) sealed
concrete floor
(E) WALK-IN COOLER
(e) sealed
concrete floor
(E) OFFICE
(e) sealed
concrete floor
(E) WOMEN'S RESTRM.
(e) ceramic
tile floor
(E) MEN'S RESTRM.
(e) ceramic
tile floor
4'-6"
12
'
-
5
"
6"
6"
6"
3'
3'-1 7/8"
12'-5"
2'
-
6
"
48
"
M
A
X
.
6"6"
(N) 12'-5" x 4'-6" HOOD
A-003
NOTE :
ISSUES & REVISIONS
CONSULTANT :
PROJECT :
REVISION DESCRIPTIONDATENO.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED
TITLE
SCALE
PROJECT NO.
DRAWING NO.
SHEET NO.
DATE
EroomDesign Icn.EroomDesign Inc
architecture interior & space design
PR
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9
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#
2
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4
EXISTING FLOOR PLAN
SCALE : 1/4" = 1'-0"
1
A 3
1411 ALBANY ST
LOS ANGELES, CA 90015
TELEPHONE 323-544-7688
EXISTING FLOOR PLAN
MAR. 2025
EXISTING KITCHEN ELEVATION
SCALE : 1/2" = 1'-0"
2
A 3
BUILDING CORRECTION04/151
1
SYMBOL LEGEND REMARK
2'X4' DEEP CELL PARABOLIC FLUORESCENT LIGHT,
RECESSED, W/ 4 BULB, LIGHT SHIELD
PENDANT LIGHT
SHATTERPROOF LED DOWN LIGHTS ALL FOOD AREA
EXIT ILLUMINATED EMERGENCY EXIT SIGN
EXIT ILLUMINATION DIRECTIONAL EXIT SIGN
W/90MIN. BATTERY BACK-UP
SPEAKER
RETURN AIR
AC / SUPPLY AIR
MAKE UP AIR
EXHAUST FAN (LIGHT-SWITCH-ACTIVATED)
6X48 FLUORESCENT LIGHT, RECESSED
WALL MOUNTED LIGHT FIXTURE
EXIT
EX
I
T
(E) DINING
(E) WALK-IN COOLER
(E) OFFICE
(E) WOMEN'S RESTRM.
(E) DINING
(e) gyp. bd. ceiling
(11'-0"a.f.f)
(E) KITCHEN-1
(e) 2 x 4 ceiling
tile (9'-0" a.f.f)
(E) KITCHEN-2
(E) WALK-IN COOLER
(E) OFFICE
(E) WOMEN'S RESTRM.
(e) gyp. bd. ceiling
(7'-11" a.f.f.)
(E) MEN'S RESTRM.
(E) SOFFIT
(e) gyp. bd. ceiling
(10'-0"a.f.f)
(e) 2 x 4 ceiling
tile (9'-0" a.f.f)
(e) gyp. bd. ceiling
(9'-0"a.f.f)
(e) gyp. bd. ceiling
(7'-11" a.f.f.)
(e) gyp. bd. ceiling
(9'-0"a.f.f)
(E) HOOD
(e) gyp. bd. ceiling
(9'-0"a.f.f)
4'-6"
12
'
-
5
"
A-004
NOTE :
ISSUES & REVISIONS
CONSULTANT :
PROJECT :
REVISION DESCRIPTIONDATENO.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED
TITLE
SCALE
PROJECT NO.
DRAWING NO.
SHEET NO.
DATE
EroomDesign Icn.EroomDesign Inc
architecture interior & space design
PR
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9
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4
EXISTING REFLECTED CEILING PLAN
SCALE : 1/4" = 1'-0"
1
A 4
1411 ALBANY ST
LOS ANGELES, CA 90015
TELEPHONE 323-544-7688
EXISTING REFLECTED
CEILING PLAN
MAR. 2025
(E) F.
S
.
(E) F
.
S
.
(E
)
F
.
S
.
(E) F.S.
(E) F.D.
8'-5 1
/
2
"
3'-6"
12'-9
"
24'-8
1
/
2
"
4'-8"
3'
1'-2"
3'-1 7/8"
(E) DINING
(e) sealed
concrete floor
(e)ceramic
tile floor
(E) KITCHEN-1
(e) sealed
concrete floor
(E) KITCHEN-2
(e) sealed
concrete floor
(E) WALK-IN COOLER
(e) sealed
concrete floor
(E) OFFICE
(e) sealed
concrete floor
(E) WOMEN'S RESTRM.
(e) ceramic
tile floor
(E) MEN'S RESTRM.
(e) ceramic
tile floor
5'
5'
(E) DINING
(e) sealed
concrete floor
(E)SERVICE AREA
(e)ceramic
tile floor
(E) KITCHEN-1
(e) sealed
concrete floor
(E) KITCHEN-2
(e) sealed
concrete floor
(E) WALK-IN COOLER
(e) sealed
concrete floor
(E) OFFICE
(e) sealed
concrete floor
(E) WOMEN'S RESTRM.
(e) ceramic
tile floor
(E) MEN'S RESTRM.
(e) ceramic
tile floor
1
2
3
4
2
5
5
5
6
5
7
8
8
8
8
8
8
8
8
8
9
10
11
12
13
14
15
16
17
18
18
19
20
21
4'-6"
12
'
-
5
"
4'-6"
3'
1. THE COOKING EQUIPMENT MUST BE SPACED SIX (6) INCHES APART AND FROM ADJACENT WALLS, OR FLASHED TOGETHER AND TO THE WALLS, OR, THE COOKING EQUIPMENT MUST BE EQUIPPED WITH COMMERCIAL CASTERS AND QUICK DISCONNECT GAS LINES.
CLEARLY INDICATE ON THE PLANS WHICH METHOD TO BE UTILIZED.
2. ALL EQUIPMENT, INCLUDING SHELVING, MUST SUPPORTED BY SIX (6) INCH HIGH EASILY CLEANABLE LEGS, COMMERCIAL CASTERS, OR COMPLETELY SEALED IN POSITION ON A FOUR (4) INCH HIGH CONTINUOUSLY COVED BASE OR CONCRETE CURB.
3. ALL EQUIPMENT SHALL BE EASILY MOVABLE (E.G. ON CASTERS), ON 6" LEGS/CLEARANCE FROM THE FLOOR OR SEALED TO MIN 4" SOLID MASONRY ISLAND WITH MIN 3/8" COVED BASE. IF ON AN ISLAND, IT SHALL OVERHANG THE BASE AT LEAST 2" BUT NO MORE
THAN THE HEIGHT OF THE ISLAND.
4. PROVIDE A MINIMUM 6-INCH HIGH SPLASH GUARD BETWEEN THE 3-COMPARTMENT SINK AND THE FOOD PREPARATION SINK, WITH A MIN. 2" CLEARANCE ON EACH SIDE OF THE SPLASH GUARD OR PROVIDE A 24" SEPARATION BETWEEN THESE TWO ITEMS.
THE SPLASH GUARD MUST EXTEND OUT TO BE IN LINE WITH THE FRONT EDGE OF THE FOOD PREPARATION SINK.
5. CLARIFY WHICH DOOR WILL BE THE DESIGNATED DELIVERY DOOR. DELIVERY DOORS SHALL BE EQUIPPED WITH A DOOR-ACTIVATED AIR CURTAIN DEVICE THAT DELIVERS AN AIR VELOCITY OF AT LEAST 750 FEET PER MINUTE, MEASURED THREE (3) FEET ABOVE HE FLOOR.
THE CURTAIN OF AIR SHALL COVER THE ENTIRE WIDTH OF THE DOOR. FOR DELIVERY DOORS THAT ARE WIDER THAN FOUR (4) FEET, THE AIR CURTAIN MUST PRODUCE AN AIR VELOCITY OF AT LEAST 1600 FEET PER MINUTE, AS MEASURED THREE (3) FEET ABOVE THE FLOOR.
6. GREASE TRAP SHALL BE INSTALLED MINIMUM 6" FRO THE WALL FOR PROPER CLEANING ACCESS.
COLD
WATERITEM
EQUIPMENT
EQUIPMENT NAMEBASEQTY.DESCRIPTION MANUFACTURER REMARK HOT
ELECTRICALPLUMBING
WASTE GAS
SIZEMBTU.VOLTREMARK AMP.PHASE REMARKHP
LOAD
Wt.
EQUIPMENT SCHEDULE
2
8
3
1 1 PREP SINKLEG FLOOR SINKNSF APPROVE, EXISTING 115V-60 1RJ-1-2020-30 L OR RRJ FBRICATOR, INC 20
4
6
W/
C
L
E
A
R
S
E
A
L
E
R
ALL FINISHES SPECIFIED ARE FOR PERFORMANCE. eQUAL MANUFACTURES MAY BE PROVIDED W/ APPROVAL FROM ARCHITECT
DESCRIPTION FLOOR BASE WALLS
MATERIAL FINISH
CEILING
HEIGHT MATERIAL FINISH COLOR REMARK
LO
C
A
T
I
O
N
N
U
M
B
E
R
LOCATION NAME 6"
X
6
"
Q
U
A
R
R
Y
T
I
L
E
101
5/
8
"
D
R
Y
W
A
L
L
T
Y
P
E
'
X
'
FA
C
T
O
R
Y
F
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N
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S
H
5/
8
"
D
R
Y
W
A
L
L
T
Y
P
E
'
X
'
5/
8
"
D
R
Y
W
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L
L
T
Y
P
E
'
X
'
W
.
R
.
PA
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W
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H
A
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)
PA
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-
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B
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102
1 EPOXY FLOORS WILL BE SMOOTH UNDER THE EQUIPMENT AND SINKS.
4 PAINT FINISH IN THE RESTROOM : SP-836 SWISS COFF, BY DUNN-EDWARDS
5
6"
X
6
"
Q
U
A
R
R
Y
C
O
V
E
B
A
S
E
WA
S
H
A
B
L
E
F
R
P
ST
A
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N
L
E
S
S
S
T
E
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L
2'
X
4
'
O
R
2
'
X
2
'
A
C
O
U
S
T
I
C
A
L
G
R
I
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CE
I
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G
W
/
V
I
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L
C
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A
D
DR
Y
W
A
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,
S
M
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F
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4
PA
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-
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L
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)
5
PAINT FINISH IN THE KITCHEN : SP-836 SWISS COFF, BY DUNN-EDWARDS OR WHITE COLOR SEMI-GLOSS OIL BASE PAINT.
(*) 1. ALL CEILINGS (EXCEPT IN THE OFFICE AND STORAGE AREA) SHALL BE SMOOTH, CURABLE, NON-ABSORVENT, AND WASHABLE AND OF LIGHT COLOR WITH LIGHT REFLECT ANT VALUE OF 70% OR GREATER (GLOSS OR SEMI-GLOSS).
2. ALL WALLS IN ALL AREAS EXCEPT OFFICE, STORAGE AREA AND CORRIDOR SHALL BE SMOOTH, EASILY CLEANABLE, WASHABLE, LIGHT COLORED AND BEHIND ALL SINKS, WALLS SHALL BE OF A DURABLE WATER-PROOF MATERIAL TO EXTEND
FROM THE TOP OF THE COVED BASE TO AT LEAST TWELVE (12) INCHES ABOVE THE BACK-SPLASH (4 FEET A.F.F.). (i.e., FRP, STAINLESS STEEL, CERAMIC TILE, ETC.)
3. FLOOR SHALL BE SMOOTH, DURABLE, EASY TO CLEAN, AND NON-ABSORBENT.
SM
O
O
T
H
S
H
E
E
T
M
E
T
A
L
W
A
L
L
SM
O
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H
S
H
E
E
T
M
E
T
A
L
W
A
L
L
SM
O
O
T
H
S
H
E
E
T
M
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T
A
L
W
A
L
L
N.
S
.
F
.
A
P
P
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D
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E
-
F
A
B
.
P
A
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4
'
A
F
F
DINING AREA
1
IN
T
E
G
R
A
T
E
D
C
O
N
C
R
E
T
E
C
O
V
E
B
A
S
E
2 CERAMIC FLOOR SHALL BE 12"X24"X5/16" THK CUSHION EDGE GLAZED FLOOR TILE SET W/ LATEX PORTLAND CEMENT MORTAR BED CONFORMING TO "TCA" (TILE COUNCIL OF AMERICA) METHOD F113.
3 COVE BASE TILE SHALL BE 6" W/ 3/8" RADIUS COVE.
2 3
CO
V
E
D
S
H
E
E
T
M
E
T
A
L
6"
C
E
R
A
M
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B
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Y
(#
S
3
6
1
9
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)
103
104
SERVICE AREA
WO
O
D
F
L
O
O
R
I
N
G
11'-0"
KITCHEN-2
SH
E
E
T
M
E
T
A
L
F
L
O
O
R
I
N
G
FINISH SCHEDULE
3
SM
O
O
T
H
S
H
E
E
T
M
E
T
A
L
KITCHEN-1
2
X
2
T
-
B
A
R
C
E
I
L
I
N
G
CO
N
'
C
P
O
L
I
S
H
I
N
G
9
5
7
10
2 HAND SINK WALL MOUNT NSF APPROVE, EXISTINGSTEELTON DIRECT
1 3-COMPARTMENT SINKLEG FC-3-1824-18RL NSF APPROVE, EXISTING FLOOR SINK
1 MOP SINK w/ broom rack+ chemical shelf NSF APPROVE, EXISTING directw/ vacuum breaker
4 WIRE SHELF - 3 TIER = 61.5 L.F.NSF APPROVE, EXISTING
1 GLASS DOOR MERCHANDISER 69K-119 ETL APPROVE, EXISTINGCENTRAL SELF CONTAINED 208-230 4 12
1 ICE MACHINELEG ICEU220 ICE O MATIC NSF APPROVE, EXISTING FLOOR SINK 115V-60 1 11
WALL SHELF = 43 L.F.NSF APPROVE, EXISTING
1-DOOR REACH IN REFRIGERATOR COOLER DEPOT NSF APPROVE, EXISTING SELF CONTAINED 115V-60 2.761LEG
LOCKER1 NSF APPROVE, EXISTING
11 UNDERBAR REFRIGERATION1 NSF APPROVE, EXISTINGTDD-2-HC TRUE FLOOR SINK 115V-60 1 2.8
12 AIRCURTAIN1 NSF APPROVE, EXISTINGE36001#50 marley engineered 120V 1 5.2products (BERKO)
13 UNDERCOUNTER REFRIGERATOR1 NSF APPROVE, EXISTINGTUC-27-HC 1 2.0TRUE115V-60SELF CONTAINED
14 1 NATURAL GAS
15 4 BURNER1 CD-HP24-4 COOLER DEPOT ETL APPROVE, EXISTING NATURAL GAS100,000 BTU
16 STOCK POTS. 2 BURNER1 HS-1D COOLER DEPOT ETL APPROVE, EXISTING 3/4 NATURAL GAS152,000 BTU
17
18 WORK TABLE W/ UNDERSHELF2 NSF APPROVE, EXISTING
19 DISH CABINET1 NSF APPROVE, EXISTING
11'-0"
9'-0"
9'-0"
105 OFFICE 9'-0"
106 OFFICE
107 RESTROOM
9'-0"
8'-0"KEBOB BROILER1 ETL APPROVE, EXISTINGAEKR-C36 GSW
20 FRYER1 HFRF-90B COOLER DEPOT ETL APPROVE, EXISTING NATURAL GAS90,000 BTU
21 3 DOOR FREEZER1 CD-82F COOLER DEPOT ETL APPROVE, EXISTING
LEG
LEG
LEG
LEG
LEG
LEG 115V-60 15/20
6 BURNER DCHPA36 DUKERS NSF APPROVE, EXISTING 3/4 NATURAL GAS168,000 BTU
9
ADVANCE TABCO
1818-1-16/3 EAGLE
ECC-1848 ADVANCE TABCO
WS-18-48-16,ADVANCE TABCOWS-15-36-16, ETC.
LKT418 OMCAN
ELAG-307-X ADVANCE TABCO
EDC-1572-X ADVANCE TABCO
XB27R
3/4 45,000 BTU NATURAL GAS
A-005
NOTE :
ISSUES & REVISIONS
CONSULTANT :
PROJECT :
REVISION DESCRIPTIONDATENO.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED
TITLE
SCALE
PROJECT NO.
DRAWING NO.
SHEET NO.
DATE
EroomDesign Icn.EroomDesign Inc
architecture interior & space design
PR
O
J
E
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:
9
4
9
G
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2
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#
2
0
4
EXISTING EQUIPMENT PLAN
SCALE : 1/4" = 1'-0"
1
A 5
1411 ALBANY ST
LOS ANGELES, CA 90015
TELEPHONE 323-544-7688
EQUIPMENT PLAN
FINISH, EQUIPMENT
SCHEDULE
MAR. 2025
BUILDING CORRECTION04/151
1
60" M
I
N
.
MIN.
TOILETS AND BATHING FACILITIES GEOMETRIC SYMBOLS
40
"
M
A
X
.
TOWERS &WASTE
WASTE
TOWERS
DRYER
SANITARYNAPKINS
CUPS
12" MIN.
Floor Mounted Water Closets
(eg. : Single Accommodation Rooms or Open Toileting Situations)
Front View
36" Min.
6. 5 LB. MAXIMUM FORCE REQUIRED TO ACTIVATE CONTROLS.
8"
17" Min.
7. ALLOWABLE BOWL IS A MAXIMUM OF 6 1/2" DEEP.
27
"
M
i
n
.
9"
(MIN. 10 SECOND OPEN FLOW).
1. MINIMUM 30" X 48" CLEAR SPACE IS PROVIDED IN FRONT OF LAVATORY
THAT ALLOWS FORWARD APPROACH.
2. DRAIN AND HOT WATER PIPING IS INSULATED OR CONFIGURED TO PREVENT CONTACT.
3. THERE ARE NO SHARP OR ABRASIVE ELEMENTS UNDER LAVATORY.
4. FAUCETS ARE LEVER TYPE, ELECTRONICALLY ACTIVATED OR APPROVED SELF CLOSING VALVES
5. FAUCETS ARE OPERABLE WITH ONE HAND AND DO NOT REQUIRE TIGHT GASPING, PINCHING
OR TWISTING OF THE WRIST.
34
"
M
a
x
.
29
"
M
i
n
.
Side View
NOTES - 1 :
MI
N
.
MIN.
SHADED AREA
PERMITTED IN
EQUIPMENT
MIRROR
30" Min.
REQUIRED
18"
Plan
Min.
19
"
M
a
x
.
19
"
M
i
n
.
-
2
5
"
M
a
x
.
48
"
M
i
n
.
40
"
M
a
x
.
6"
LC
SPACE
CLEAR
7"~9"
2. X=54" MIN. WHEN WATER CLOSETS ARE NOT IN STALLS1. X=52" MIN. WHEN WATER CLOSETS ARE IN STALLS
17
"
~
1
9
"
54" MIN.
42" Min.
36" Max.
Side View
1 1/2"
DISPENSER
TOILET PAPER
12"Max.
24"Min.
19
"
M
i
n
.
GRAB BARS
1 1/4" ~ 1 1/2"Ø
LC
33
"
~
3
6
"
1 1/2"
6" Max.
7
8
1
3 THRESHOLDS (11B-404.2.5)
CO
M
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S
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E
T
1/
4
"
M
A
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.
B
E
L
O
W
TH
R
E
S
H
O
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D
THRESHOLDS
FINISH FLOOR EVEN
2 1
1/
4
"
M
A
X
.
1/
2
"
M
A
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.
A
T
2
:
1
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5
8. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND
SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF WRIST.
SHOW THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE NOT GREATER THAN 5LBF. (CBC 11B-309)
3. WATER CLOSET SEATS, FOR PUBLIC USE, SHALL BE ELONGATED TYPE
AND EITHER OF THE OPEN FRONT TYPE OR HAVE AN AUTOMATIC
SEAT COVER DISPENSER (CPC 411.2.1)
NOTES - 2 :
11"
MIN.MAX.
6
10
HAND SINK AND LAVATORIES DETAIL (11B-805.6 AND 805.2), (11B-604.7)(11B-604.5.1)(11B-604.5.2)
TOILET ROOM ACCESSORIES (11B-604.8)
RESTROOM ELEVATION4(11B-213.2 AND 11B-603)
12"MIN.
MAX.
MIN.
MIN.
MAX.
42"MIN.
FOR BLDG. ENTRACE : 6" X 6"
FOR PARKING SIGN : 3'-0" X 3'-0"
TRAFFIC BLUE PAINT
TRAFFIC WHITE PAINTSYSMBOL
BACKGROUND
NOMINAL DIAMETER
1 1/4" TO 1 1/2"
1 1/2"
WALL
GRAB BAR DETAIL
NOTE : THE GRAB BARS FOR ADEQUATE STRENGTH
TO SUPPORT 250 LB. POINT LOAD,
UNIFORM PLUMBING CODE
INTERNATIONAL SYMBOL OF ACCESSIBILITY
NOTE
1. EXCEPT AT DOORS, THE MINIMUM CLEAR WITH OF AN
ACCESSIBLE ROUTE IN FACILITY IS 36"
2. ENTRY DOOR HAS PRIVACY LATCH.
3. WALLS WITHIN COMPARTMENT ARE SMOOTH, HARD AND
NON-ABSORBENT TO 48" IN HEIGHT, AND ARE NOT ADVERSELY
AFFECTED BY MOISTURE.
4. FLOOR SURFACES OF TOILET ROOM ARE SMOOTH, HARD AND
NON-ABSORBENT EXTENDING UPWARD A MIN. OF 5" ONTO WALLS.
5. REGARDLESS OF STALL CONFIGURATION, A 48" LONG MINIMUM
CLEARANCE FLOOR SPACE SHALL BE PROVIDED IN FRONT OF THE
WATER CLOSET.
6. INTERIOR DIMENSIONS OF SINGLE ACCOMMODATION TOILET
ROOMS SHALL INCLUDE A CLEAR FLOOR SPACE OF AT LEAST 60" IN
DIAMETER OR A T-SHAPED CLEAR SPACE. NO DOOR MAY ENCROACH
INTO THIS REQUIRED CLEAR SPACE BY MORE THAN 12".
7. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5
POUNDS.
8. THE BOTTOM 10" OF ALL DOORS TO HAVE A SMOOTH
UNINTERRUPTED SURFACE.
* SIDE GRAB BARS IN SINGLE ACCOMMODATION TOILET ROOMS
MUST BE INSTALLED SUCH THAT THE FRONT END OF THE BAR IS
LOCATED A MINIMUM OF 54" FROM THE BACK WALL.
9
7
1
/
2
"
1"
11"4 3/4"
3 1/4"
EXIT LIGHT DETAIL
FACTORY INSTALLED EMERGENCY 6-VOLT LEADCALCIUM BATTERY MOUDULE. UNIVERSAL MOUNTING.
120V OPERATION.
SINGLE/DOUBLE PHASE
2 GREEN PANELS
TWO 15W T6 I.F. 140V AND TWO 3.7W LAMPS
ENLARGED RESTROOM2
7'7'-10 1/2"
7'
-
1
0
"
R2'-6"
R2'-6"
12" MAX
54" MAX
12" MAX
54" MAX
6"
3'
-
0
"
M
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.
MA
X
6"
3'
-
0
"
M
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.
MA
X
17
"
-
1
8
"
24" MIN.
17
"
-
1
8
"
24" MIN.
18
"
M
I
N
.
18
"
M
I
N
.
1-1/2" DIA. STAINLESS
STL. PIPE
30 X 4830 X 48
DETAIL - 1
09. 2024
A-006
NOTE :
ISSUES & REVISIONS
CONSULTANT :
PROJECT :
REVISION DESCRIPTIONDATENO.
DESIGNED BY
DRAWN BY
CHECKED BY
APPROVED
TITLE
SCALE
PROJECT NO.
DRAWING NO.
SHEET NO.
DATE
N.T.S.
EroomDesign Icn.EroomDesign Inc
architecture interior & space design
PR
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4
1411 ALBANY ST
LOS ANGELES, CA 90015
TELEPHONE 323-544-7688
CITY OF SANTA ANA
Planning and Buildin Agency
ed
GENERAL NOTES
Earthquake Design Data \ / RCHITECTUR INT IOESIGNGeneraI Notes1 E(�l'J M N1`
I �� I FIR PERMIT ISSU NCE
1. ALL WORK SHALL CONFORM TO THE 2022 CALIFORNIA BUILDING CODE.
2. THE FOLLOWING NOTES AND ALL OTHER TYPICAL DETAILS APPLY TO ALL
DRAWINGS UNLESS NOTED OTHERWISE.
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL,
MECHANICAL AND ELECTRICAL DRAWINGS.
4. FRAMING CONDITIONS NOT SPECIFICALLY SHOWN SHALL BE FRAMED SIMILAR
TO THE DETAILS SHOWN FOR THE RESPECTIVE MATERIALS.
5. PROVIDE OPENINGS AND SUPPORTS FOR MECHANICAL EQUIPMENT, DUCTS,
PIPING VENTS ETC., AS REQUIRED. REFER TO ARCHITECTURAL & MECHANICAL
DRAWINGS FOR ADDITIONAL OPENINGS AND EQUIPMENT WHICH
ARE NOT SHOWN ON STRUCTURAL DRAWINGS. ALL SUSPENDED EQUIPMENT
SIMPSON MST48 SIMPSON MST48 I (67F L1 SUM I I
PLYWOOD SHEATHING L 3x6xjx6" LO G
i 2x8 #2 W 4-3 8" 0
@24" O.C. � � \ I LAG SCRE 3" NG
SIMPSON A35 � � � CORNER 1143 S HARVARD BLVD.
LOS ANGELES, CA 90006
- _---------- 4x8 #2
(2)-2x BLK'G" DBL M ste (�
�ELE�P1-NONE 323-544-7688
t I
NOTE
SIMPSON MST48 SIMPSON MST48 FLOOR OR ROOF JOIST
ADD FLOOR OR ROOF JOISI ti T
TO BE PROVIDED WITH ALL APPROVED BRACING. PER PLAN W/ 2-16d 2-2X8 #2 BLOCKING SIMPSON LSTA15
6. CONTRACTOR MUST CLARIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE Wind Load Design Load @ 16" OC. STAGGERED. W/2-110 #1 @24" O.C.
NOTE: W/2-16d COMMON NAILS AT BOUNDARY OF PAD
COMMENCING WORK. ARCHITECT SHALL BE INFORMED AND NOTIFIED SEE ARCHITECTURAL, PLUMBING, MECHANICAL AND @8" O.0 STAGGERD
nF ANY TYPE nF III�CRFPANCIF�
7. NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER THESE
BASIC WIND SPEED IN M.P.H.
110 MPH
ROOF DEAD LOAD
11 PSF
LLLUIKILAL UKAwINUZ) rUK NLL ANU LULAIIUN
OF OPENINGS.
RISK CATEGORY
II
ROOF LIVE LOAD
20 PSF
GENERAL NOTES.
8. DESIGN MATERIALS, EQUIPMENT AND PRODUCTS OTHER THAN THOSE
FLOOR AND ROOF OPENINGF-.r)
BENT PL.
w/2-#12 WD. SCREW
EQUIPMET PAD DETAIL 1 A
WIND EXPORSURE
B10GA
INTERNAL PRESSURE COEFFFICIENT
0.18
DESCRIBED BELOW OR INDICATED ON THE DRAWINGS MAY BE CONSIDERED
C/lD I ICC DD(1\/If1Cll TLJAT DDI/lD ADDD/l\/AI IC /IDTAIAICfI CD(lAA TLJC (l1AlAICD\F1
A
I VI\ VJL. I 1\V VIVLV II Inl I I\IVI\ I'll 1 1\V V/'1L IJ VU1f111VLV I I\VIVI II IL VYY IYLI\, V
ARCHITECT/ENGINEER AND THE APPLICABLE GOVERNING CODE AUTHORITY.
9. THE FOLLOWING WORK REQUIRES SPECIAL INSPECTION BY MECH'L. UNIT
A REGISTERED DEPUTY INSPECTOR UNLESS NOTED OTHERWISE BY CBC 1704.1.1 4 TIGHT TURNS EQUIPMENT LEG/4„PP� �W(�, SHT,G EQUIPMENT LEG
A. FIELD WELDING AS REQUIRED 0 C
B. EPDXY AS REQUIRED CRICKET
SIMPSON A24 2x6#2 (� 16"O.C' 4x8 #2
C. CON'C FILE AND GRADE BEAM(CONCRETE F'C>=3000psi) 1"�b ELECTRICAL METALIC TUBING w/2-1/2"� LAG BOLT
D. HIGH STRENGTH BOLT x3" EMB. @ AG BOLT
- -- - - -- - - w/ 3/8"0x4" EMB.
LAG SCREW
10. STRUCTURE OBSERVATION BY ENGINEER OF RECORD WILL BE ROOF SHT'G.
REQUIRED AT:
A FOUNDATION INCLUDING CON'C PILE AND GRADE BEAM MATERIAL LARR# TABLE JOIST OR BLK'G � - .-- - - - _ N0. DATE REVISION DESCRIPTION
B FRAMING
C OTHER
ISSUES &REVISIONS
Wood Frame
1. UNLESS OTHERWISE NOTED, DOUBLE JOIST UNDER ALL PARALLEL PARTITIONS
ARE NAILED TOGETHER WITH 16d NAILS AT 9 INCH ON CENTER.
2. UNLESS OTHERWISE NOTED, ALL NAILING SHALL CONFORM TO THE NAILING
SCHEDULE REQUIRED BY THE LOCAL DEPARTMENT OF BUILDING AND SAFETY.
3. UNLESS OTHERWISE NOTED RAFTERS AND JOISTS SHALL BE SPLICED AT
SUPPORTS WITH A MINIMUM OF 4 INCHES OF LAPPING AND 4-16d NAILS.
4. BOLT HOLES IN WOOD SHALL BE 1 /32 INCH TO 1 /16 INCH LARGER THAN
THE NOMINAL BOLT DIAMETER ALL BOLTS SHALL HAVE STANDARD CUT
SEISMIC IMPORTANCE FACTOR
I = 1
RISK CATEGORY
II
MAPPED SPECTRAL RESPONSE ACCELERATIONS, Ss AND S1
Ss = 1.272 S1 =0.456
SITE CLASS
D
SPECTRAL RESPONSE COEFFICIENTS, SIDS AND SD1
SDS = 1.017 SD1 = 0.456
SEISMIC DESIGN CATEGORY
D
BASIC SEISMIC -FORCE -RESISTING SYSTEM(S)
HANGING HOOD & ROOF EQUIPMENT
DESIGN BASE SHEAR. TOTAL WEIGHT OF BUILDING
SEE CAL.
ANALYSIS PROCEDURE USED
EQUIVALENT LATERAL FORCE
REDUNDANCY FACTOR USED
rho = 1.3
DESIGN LOAD BEARING VALUE OF SOILS
1500 PSF
CONSULTANT: iQFESS/ON
TJI BLK'G PERSPLANIST ��O.OpE A �F
(N)L-5x5x1/2 10 GA BRACE WIRES AT 45° IN
y > No.65104�f
FOUR DIRECTIONS. TIE WIRES TO MECH'L. UNIT Exp.09-30-25 rrr
MAIN RUNNER W/ MIN. 3 TIGHT 9
ENDSSOF WIRE 2 BOTH EQUIPMENT LEG EQUIPMENT LEG F IV I O��Q
CRICKET 10 C OF CA��F
SI PSO� �24 2x6#2 @ 16"O.C. 4x
wZ2-1 2 0 LAG BOLT
x " EMB. @ 16"O.C. w� 8"Ox4" EMB. PROJECT
LAG CREW
WASHERS UNDER HEAD AND NUT, UNLESS OTHERWISE NOTED. ROOF SHT'G.A
5. PROVIDE SOLID 2xBLOCKING BETWEEN JOISTS AND RAFTERS NOTE:
AT ALL SUPPORTS. BLOCKING SHALL BE ONE PIECE AND GENERAL CONTRACTOR SHALL FOLLOW CONDITIONS ON LOS ANGELES
THE FULL DEPTH OF THE JOIST OR RAFTER. RESEARCH REPORT WHEN USING MATERIALS LISTED ABOVE. CV
6. ALL BOLTS SHALL BE RE -TIGHTENED PRIOR TO THE APPLICATION 0
OF SHEATHING, PLASTER, ETC. Y 0 cl�
7. EACH SHEET OF PLYWOOD SHALL BE IDENTIFIED BY A REGISTERED STAMP OR
BRAND OF THE DOUGLAS FIR PLYWOOD ASSOCIATION. 2-R•J• TRUSS JOIST LU CV
8. UNLESS OTHERWISE NOTED, USE PLYWOOD ON THE EXTERIOR WALLS, WHICH 4 TJI BLK'G w/2-16d @16" O.C. (U.N.O.) PER PLAN 1 A LU ry 0\
IS EXPOSED TO THE WEATHER.
9. PLYWOOD FOR WOOD SHEATHING SHALL BE CDX, USE EXTERIOR TYPE, Z ~ Q
5 (_3
W
MINIMUM C-C GRADE. WHERE PLYWOOD IS EXPOSED TO THE WEATHER, O U
ALL PLYWOOD SHALL BE GLUED WITH EXTERIOR TYPE GLUE. ALL PLYWOOD J Q
SHALL CONFORM TO U.S. PRODUCT STANDARDS PS-1 AND PS-2 [__ Z Z
10. ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE BE PRESSURE O O Q
TREATED DOUGLAS FIR. IL Q
11. STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC.,
UNLESS SPECIFICALLY DETAILED. C)= Z
12. SHEATHING SHALL BE INSPECTED AND APPROVED PRIOR TO COVERING. Q Q
13. ALL SHEAR WALLS TO BE INSPECTED AND APPROVED PRIOR TO COVERING. 4x6 #2 46 #2 CV U)
14.BORED HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD
AS A CUT OR NOTCH. 2x6 #2 @24" O.C. SIMPSON LSTA15 2x6 #2 @24" O.C. SIMPSON LSTA15
15. UNDER NO CIRCUMSTANCES SHALL THE EDGE OF A BORED HOLE BE @24" O.C. @24" O.C. C )
(E) TJI L65 11 7/8 SIMPSON A35 SIMPSON A35 2 2X8 U W CLOSER THEN 5/8 INCH TO THE EDGE OF A STUD. - - - AT BOUNDARY OF PAD -- --- ---- -- - AT BOUNDARY OF PAD W/ d
@24 O.C. (V.LF.) � W/ 2-16d �
16. WHERE PLUMING, HEATING OR OTHER DUCTS ARE PLACED IN A PARTITION (E) TJI L65 11 7/8
REQUIRING THE CUTTING OF THE DOUBLE PLATE. A STEEL TRAP 1/8xl 1/2x24, @24" O.C. (V.I.F.) @ 8" OC. STAGGERED. 011
p
SHALL BE FASTENED TO EACH SIDE OR THE TOP PLATES WITH 6-16d NAILS I ON
AT EACH END. Q
0
17. BEARING WALL STUDS CANNOT BE NOTCHED MORE THAN 25% OF THEIR WIDTH. o o f- (-
BORED HOLES CANNOT HAVE A DIAMETER GREATER THAN 40% OF THE STUD WIDTH. U U
18. ALL LUMBER TO BE STRESS GRADE, DOUGLAS FIR, COAST REGION AS SHOWN W W
BELOW UNLESS OTHERWISE INDICATED ON PLANS. O O
A. JOISTS AND RAFTER - #2 GRADE, 900psi (REPETITIVE) D.F.L. Q� 10�
B. 4 x BEAMS - #2 GRADE, 850psi, D.F. UNLESS OTHERWISE NOTED. (N)L-3"x3"x1/4 TJI BLK'G (N)L-3"x3"x1/4 4x BLK'G (N)L-3"x3"x1/4" W W
C. 4 x BEAMS - #1 GRADE, 1000psi, D.F. UNLESS OTHERWISE NOTED. w/ 5/8"x4" w/ 5/8"x4" w/ 5/8"x4"
D. 6 x BEAMS -#1 GRADE, 1350psi, D.F.L. LONG LAG SCREW LONG LAG SCREW () GLB. (V.I..) LONG LAG SCREW
E. STUDS - #2 GRADE OR BETTER, D.F.L. DESIGNED BY
F. POST - #1 GRADE OR BETTER, D.F.L.
19. DIMENSION LUMBER SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19% AT TIME
OF CLOSING IN OF BUILDING. DRAWN BY
Roof Framin CHECKED BY
g X=
1. ROOF DIAPHRAGM TO BE 15/32" PLYWOOD (PANEL INDEX 32/16) DOC PS 1 AND (DQ 3/4"0 E.M.T. 3/4"0 E.M.T. 3/4"0 E.M.T. Ld APPROVED
PS 2 W/ 10d COMMON NAILS @6/6/12 UNBLOCKED. I
2. PROVIDE 10d AT 6 INCH ON CENTER BOUNDARY NAIL AT THE PERIMETER `D 1OGA. WIRE 1 1
OF THE BUILDING AND AT ALL UNIT DIVISION WALLS. @BOTH DIRECTIONS 1 1
3. PROVIDE 4xWIDTH OF BEAM POST OR EQUIVALENT MULTI -STUD UNDER ALL BM. 10GA. WIRE
4. ALL HEADERS SHALL BE 46 UNLESS NOTED OTHERWISE. @BOTH DIRECTIONS 1OGA. WIRE
ALL SLOPED ROOF RAFTERS TO BE 2x10 #2 @16" O.C. U.N.O. @BOTH DIRECTIONS TITLE
5. "DBL" INDICATES 2-2x10 #2 SPIKED TOGETHER WITH 16d @9" O.C. 1 1
STAGGERED WITH 3" MINIMUM EDGE DISTANCE. 1 1
GENERAL NOTES
10GA. WIRE & DETAILS
@BOTH DIRECTIONS
1 SCALE
--_-- PROJECT NO.
4 HANGING_- H-OOD— - � U
�
o w - -- -- --95 -LBS -MAX: - DATE
--------------------------
DRAWING NO.
SHEET N0.
2 S-1.0
MATERIAL
ICC #
LARR #
SIMPSON HDU
ESR-2330
25720
SIMPSON HANGER
ESR-2552
24949
SIMPSON SET-XP EPDXY
ESR-2508
25744
SIMPSON MST ST
ESR-2105
25713
SIMPSON CC/ECC
ESR-2604
25714
SIMPSON A35/A34/LPT 4
ESR-3096
25910
SIMPSON STRONG WALL SHEAR PANEL
ESR-1267
25427
SIMPSON CB
ESR-5708
25714
PARALLAM
ESR-1387
25202
HVAC NOTES AND SPECIFICATIONS
°
M-1.0
HV
A
C
G
E
N
E
R
A
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N
O
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E
S
AN
D
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D
S
DUCT WORK SYMBOLS
KEY PLAN
M-1.1
HV
A
C
E
Q
U
I
P
M
E
N
T
SC
H
E
D
U
L
E
S
&
D
E
T
A
I
L
S
GREASE EXHAUST SYSTEM
E
D.S.
E
C.B
COIL
AUX
0.75
HP
E
D.S.
E
COIL
1
HP
L1
AUX
C.B
MAKE-UP-AIR AND EXHAUST WIRING DIAGRAM
L2
E
D.S.
E
C.B
COIL
AUX
HP
L1 L2
0.75
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
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MASTER DRAWING
Lo
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A
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s
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f
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18
1
0
1
4
t
h
S
t
S
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2
1
4
,
S
a
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t
a
M
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a
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C
A
,
9
0
4
0
4
P
H
O
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E
:
(
3
1
0
)
8
7
6
-
8
5
0
5
F
A
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9
1
9
7
4
7
5
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9
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g
8
1
@
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a
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.
c
o
m
FOR REFERENCE ONLY, DESIGNED BY OTHERS M-1.10
HO
O
D
P
A
C
K
A
G
E
1500500
FLOW RATE (CFM)
1000
0.00
0
0.50
PR
E
S
S
U
R
E
D
R
O
P
(
i
n
.
H
2
0
)
PRESSURE DROP VS. FLOW RATE
FR
A
C
T
I
O
N
A
L
E
F
F
I
C
I
E
N
C
Y
(
%
)
0
0.1
20
40
1.0
PARTICLE DIAMETER (UM)
10.0
EFFICIENCY VS. PARTICLE DIAMETER
60
80
100
1.00
1.50
2.00
2.50
3.00
3.50
ɸ
,
.
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
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MASTER DRAWING
Lo
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A
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s
O
f
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i
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e
18
1
0
1
4
t
h
S
t
S
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2
1
4
,
S
a
n
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a
M
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a
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A
,
9
0
4
0
4
P
H
O
N
E
:
(
3
1
0
)
8
7
6
-
8
5
0
5
F
A
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:
9
1
9
7
4
7
5
6
3
9
E
M
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g
8
1
@
c
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a
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.
c
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FOR REFERENCE ONLY, DESIGNED BY OTHERS M-1.2
HO
O
D
P
A
C
K
A
G
E
4.166"Shelf With
2.25"Condensate
MUA
2.25"
2.25"2.25"
4.166"
IN THE FOLLOWING LOCATIONS
FOR WALL CANOPIES
HANGING ANGLES WILL BE LOCATED
REAR
FROM
DIM
Only
Back Only
Exhaust
MUA
With
Wall Exhaust
HOOD STYLE
DIM DIM
2.25"2.25"
2.25"2.25"
Hood)Hood)
2.25"2.25"
(24" High
FRONT
FROM
(30" High
FRONT
FROM
RE
S
I
S
T
A
N
C
E
(
i
n
.
H
2
0
)
AIRFLOW (cfm)
0.2
0.4
400
0
0 200 600 800 1000
0.6
0.8
1.2
1
1.4
RESISTANCE VS. AIRFLOW
1.6
2" Captrate Grease-Stop Solo Filter
Captrate
Grease-Stop Solo Filter
4.166"Shelf With
2.25"Condensate
MUA
2.25"
2.25"2.25"
4.166"
IN THE FOLLOWING LOCATIONS
FOR WALL CANOPIES
HANGING ANGLES WILL BE LOCATED
REAR
FROM
DIM
Only
Back Only
Exhaust
MUA
With
Wall Exhaust
HOOD STYLE
DIM DIM
2.25"2.25"
2.25"2.25"
Hood)Hood)
2.25"2.25"
(24" High
FRONT
FROM
(30" High
FRONT
FROM
RE
S
I
S
T
A
N
C
E
(
i
n
.
H
2
0
)
AIRFLOW (cfm)
0.2
0.4
400
0
0 200 600 800 1000
0.6
0.8
1.2
1
1.4
RESISTANCE VS. AIRFLOW
1.6
2" Captrate Grease-Stop Solo Filter
Captrate
Grease-Stop Solo Filter
SHEET NO.
SCALE:
DWG.#:
DRAWN
DATE:
BY:
REVISIONS
ww
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LAKE FOREST, CA 92630
26439 RANCHO PKWY., SUITE 120
11/18/24
949.267.9095
LAKE FOREST, CA 92630
GMEP ENGINEERS
26439 RANCHO PKWY., SUITE 120
11/18/24
949.267.9095
M34279
GARY ZHOU
GREASE INTERCEPTOR MEMORANDUM
To: Jiayi Liu - Applicant Date: January 9, 2025
Yolanda G Cervantes – Associate Engineer
From: PWA, Water Resources Division
Location: 2 HUTTON CENTRE DR, UNIT 204 – 949 GRILL AND POT LOUNGE
The above referenced food service establishment (FSE) must comply with the Fats, Oils, and Grease
(FOG) Control Program Rules and Regulations as identified in Ordinance NS-2921 and as follows:
A Gravity Grease Interceptor (GGI) is required at this FSE
☐ This FSE shall install a Gravity Grease Interceptor (GGI).
☒ This FSE shall maintain the existing Gravity Grease Interceptor (GGI).
This FSE qualifies for at least one of the following condition(s):
This is a new FSE, or;
This is an existing FSE undergoing remodeling, or;
This is an existing FSE involving a change (of operation, ownership, and/or name) that is likely to
continue discharging a high level of FOG or has the potential to increase the amount of FOG discharged
to the sewer system.
C/c: Water Resources Division
Planning & Building Agency
OC Health Care Agency
Public Works Agency (Development)
EEC Environmental
Applicant
1/8
2/8
3/8
4/8
5/8
6/8
7/8
8/8
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs