HomeMy WebLinkAbout57 Wheeler Ave H - 2023 - T.I. NEW PRIVATE FITNESS CENTER FOR TENANT USE ONLYHERA
HERA REDC
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P R O
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NO. 89369
Exp.12/31/24
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8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
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PROJECT DESCRIPTION
TYPE OF CONSTRUCTION: TYPE I-A
1. BUILDING STORIES : 6
2. FIRE SPRINKLER: YES
3. REQUIRENT 1 EXIT, PROVIDE 1 EXIT
4. OCCUPANCY TYPE: R-2
PAGE INDEX
SCOPE OF WORK
TENANT IMPROVEMENT.
AREA: 1093 S.F.
GYM ROOM FOR TENANT USE ONLY ( NOT INTEND
FOR ANY BUSINESS PROPOSE / NOT OPEN TO PUBLIC)
VICINITY MAP
ACCESSIBILITY NOTE
1. THE CONTRACTOR SHALL PROVIDE SAFE AND CONTINUOUS PASSAGE FOR LOCAL PEDESTRIAN AND VEHICULAR TRAFFIC AT ALL TIMES.
2. SHOULD ANY OF THE EXISTING UTILITIES OR ANY OTHER FACILITIES CONFLICT WITH THE PROPOSED WORK AS SHOWN ON THE PLANS, THE CONTRACTOR
SHALL NOTIFY THE ARCHITECT AND AWAIT THE RELOCATION AND/OR ALTERNATE DESIGN.
3. THE CONTRACTOR SHALL SO CONDUCT HIS OPERATIONS AS TO OFFER THE LEAST POSSIBLE OBSTRUCTION AND INCONVENIENCE TO THE PUBLIC, AND HE
SHALL HAVE UNDER CONSTRUCTION NO GREATER LENGTH OR AMOUNT OF WORK THAN HE CAN EXECUTE PROPERLY WITH DUE REGARD TO THE RIGHTS OF THE
PUBLIC.
4. CONVENIENT ACCESS T0 DRIVEWAYS AND BUILDINGS ALONG THE LINE OF WORK SHALL BE MAINTAINED, AND TEMPORARY CROSSINGS SHALL BE PROVIDED
AND MAINTAINED IN GOOD CONDITIONS. NOT MORE THAN ONE CROSSING OR INTERSECTING STREET OR ROAD SHALL BE CLOSED AT ANY ONE TIME WITHOUT THE
APPROVAL OF THE OWNER.
5. THE CONTRACTOR SHALL PROVIDE AND MAINTAIN SUCH FENCES, BARRIERS, DIRECTIONAL SIGNS. LIGHTS. AND FLAG MEN AS ARE NECESSARY TO GIVE
ADEQUATE WARNING TO THE PUBLIC AT ALL TIMES OF ANY DANGEROUS CONDITIONS TO BE ENCOUNTERED AS A RESULT OF THE CONSTRUCTION WORK AND TO
GIVE DIRECTIONS TO THE PUBLIC.
6. THE CONTRACTOR SHALL EXERCISE DUE CARE TO AVOID INJURY TO EXISTING IMPROVEMENTS OR FACILITIES, UTILITY FACILITIES, ADJACENT PROPERTY, AND
TREES AND SHRUBBERY.CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT PRIOR TO ENTERING PROJECT SITE.
7. IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR
CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK, AND THE CONTRACTOR SHALL FULLY
COMPLY WITH ALL STATE AND FEDERAL LAWS, RULES, REGULATIONS, AND ORDERS RELATING TO SAFETY TO THE PUBLIC AND WORKERS.
8. ALL WORK RELATED TO ELECTRICAL SERVICE SHALL BE PERFORMED IN CONFORMANCE WITH THE GOVERNING POWER COMPANY REQUIREMENTS.
9. ALL WORK EMBODIED IN THESE PLANS SHALL BE DONE IN ACCORDANCE WITH - APPLICABLE PROVISIONS OF THE CURRENT GOVERNING BUILDING CODE.
10. THE ARCHITECT SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS' COMPLIANCE WITH THE "OCCUPATIONAL HEALTH
AND SAFETY REGULATIONS OF U.S. DEPARTMENT LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY
ORDERS" OR ANY OTHER GOVERNING AGENCY SAFETY REQUIREMENTS.
11. CONTRACTOR FURTHER AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITIES FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION
OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY, THAT HIS RESPONSIBILITY SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING
HOURS AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE OWNER THE ARCHITECT, AND THE ARCHITECT'S CONSULTANTS HARMLESS FROM ANY AND
ALL LIABILITY, REAL OR ALLEGED IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT EXCEPTING FOR LIABILITY ARISING FROM SOLE NEGLIGENCE OF THE
OWNER OR ARCHITECT.
12. SITE ACCESSIBILITY REQUIREMENTS (CBC CHAPTER 11-B) WILL BE REVIEWED UNDER THE GRADING PLAN CHECK NUMBER.
13. ALL MATERIALS INSTALLED SHALL BE A MINIMUM OF CLASS III. INSULATION, PIPING, WIRING ETC. SHALL HAVE A MINIMUM FLAME SPREAD CLASS PER SECTION 707.
14. ALL HORIZONTAL DIMENSIONS ARE TAKEN FROM FACE OF STUD UNLESS OTHERWISE NOTED.
15. ALL STUDS ARE 2X6 UNLESS NOTED OTHERWISE.
16. PADS AT ROUGH GRADING WILL HAVE A MINIMUM SLOPE OF 1% TOWARDS THE STREET DESIGNED DRAINAGE OUTLET. REFER TO CIVIL DRAWINGS.
17. FINISH GRADING WILL BE COMPLETED AND APPROVED AND SLOPE PLANTING AND IRRIGATION SYSTEMS INSTALLED BEFORE OCCUPANCY OF BUILDINGS.
18. SECURE ENCROACHMENT PERMIT PER THE CITY'S REQUIREMENTS FOR CONSTRUCTION, GRADING AND OR DISCHARGE OF DRAINAGE WITHIN STREET RIGHT OF WAY.
19. SECURITY REQUIREMENTS FOR SWINGING DOORS SHALL COMPLY WITH THE CITY OF LOS ANGELES BUILDING CODE.
20. CONTRACTOR SHALL PROVIDE STEEL CERTIFICATIONS TO THE CITY GOVERNING AGENCY BUILDING DIVISION PRIOR TO INSTALLATION.
21. THE GENERAL CONTRACTOR SHALL FURNISH HYDRAULICALLY CALCULATED AUTOMATIC FIRE SPRINKLER SYSTEMS. CONTRACTOR SHALL PREPARE SHOP DRAWINGS AND
OBTAIN APPROVALS FROM THE INSURANCE SERVICE OFFICE, (I.R.I). BUILDINGS, FIRE DEPARTMENT AND OTHER REQUIRED GOVERNING AGENCIES PRIOR TO SUBMITTAL TO
THE ARCHITECT FOR HIS REVIEW PRIOR TO ANY INSTALLATION. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR A COMPLETE SYSTEM FROM CONNECTION TO SITE
WATER MAIN TO INTERIOR OF BUILDING. REFER TO SPECIFICATIONS AND TO PLAN INDICATING BUILDINGS TO BE SPRINKLED ALL COSTS ASSOCIATED TO UPGRADE THE FIRE
SPRINKLERED SYSTEM SHALL BE PAID BY THE CONTRACTOR. FIRE SPRINKLER DRAWINGS SHALL BE UNDER A DEFERRED SUBMITTAL.
22. THE FIRE SPRINKLER SERVICE MUST BE EQUIPPED AND INSTALLED PER FIRE DEPARTMENT SPECIFICATIONS AND DIRECTIONS. FIRE SPRINKLER CONTRACTOR SHALL
CONTACT THE FIRE DEPARTMENT FOR WATER DESIGN SPECS. ON UNDERGROUND CONNECTION.
TURNING SPACE
1. Circular turning spaces shall be a space of 60 inches diameter minimum and may include knee and toe clearance complying with 11B-306 Knee and Toe Clearance. §11B-304.3.1
2. T-Shaped turning spaces shall be a T-shaped space within a 60 inch square minimum with arms and base 36 inches wide minimum. Each arm of the T shall be clear of obstructions 12
inches minimum in each direction and the base shall be clear of obstructions 24 inches minimum. §11B-304.3.2, Figure 11B-304.3.2
KNEE AND TOE CLEARANCE
1. For lavatories and built-in dining and work surfaces required to be accessible, toe clearance shall be provided that is 30 inches in width and 9 inches in height above the finish floor or
ground for a depth of 19 inches minimum. §11B-306.2.1
2. Toe clearance shall extend 19 inches maximum under lavatories for toilet and bathing facilities and 25 inches maximum under other elements. §11B-306.2.2
3. At lavatories in toilet and bathing facilities, knee clearance shall be provided that is 30 inches in width for a depth of 11 inches at 9 inches above the finish floor or ground and for a
depth of 8 inches at 27 inches above the finish floor or ground increasing to 29 inches high minimum above the finish floor or ground at the front edge of a counter with a built-in lavatory
or at the front edge of a wall-mounted lavatory fixture. §11B- 306.3.3, Figure 11B-306.3(c)
4. At dining and work surfaces required to be accessible, knee clearance shall be provided that is 30 inches in width at 27 inches above the finish floor or ground for a depth of at least 19
inches. §11B-306.3
DOORS, DOORWAYS, AND GATES
1. Doors, doorways, and gates providing user passage shall be provided in accordance with 11B-206.5 Doors, Doorways, and Gates. §11B-206.5
2. Doors, doorways and gates that are part of an accessible route shall comply with 11B-404 Doors, Doorways, and Gates. §11B-404.1
3. Door openings shall provide a clear width of 32 inches minimum. Clear openings of doorways with swinging doors shall be measured between the face of the door and the stop, with
the door open 90 degrees. Openings more than 24 inches deep shall provide a clear opening of 36 inches minimum. There shall be no projections into the required clear opening width
lower than 34 inches above the finish floor or ground. Projections into the clear opening width between 34 inches and 80 inches above the finish floor or ground shall not exceed 4 inches.
§11B-404.2.3
4. Swinging doors and gates shall have maneuvering clearances complying with Table 11B-404.2.4.1. §11B- 404.2.4.1
5. Doorways less than 36 inches wide without doors or gates, sliding doors, or folding doors shall have maneuvering clearances complying with Table 11B-404.2.4.2. §11B-404.2.4.2
6. Maneuvering clearances for forward approach shall be provided when any obstruction within 18 inches of the latch side an interior doorway, or within 24 inches of the latch side of an
exterior doorway, projects more than 8 inches beyond the face of the door, measured perpendicular to the face of the door or gate. §11B- 404.2.4.3
7. Thresholds, if provided at doorways, shall be 1⁄2 inch high maximum. Raised thresholds and changes in level at doorways shall comply with 11B-302 Floor or Ground Surfaces and
11B-303 Changes in Level. §11B- 404.2.5
8. Handles, pulls, latches, locks, and other operable parts on doors and gates shall comply with 11B-309.4 Operation. Operable parts of such hardware shall be 34 inches minimum and
44 inches maximum above the finish floor or ground. Where sliding doors are in the fully open position, operating hardware shall be exposed and usable from both sides. §11B-404.2.7
9. The force for pushing or pulling open a door or gate other than fire doors shall be as follows: §11B-404.2.9
a. Interior hinged doors and gates: 5 pounds maximum.
b. Sliding or folding doors: 5 pounds maximum.
c. Required fire doors: the minimum opening force allowable by the appropriate administrative authority, not to exceed 15 pounds.
d. Exterior hinged doors: 5 pounds maximum.
10. 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. §11B-404.2.10
RAMPS
1. Ramp runs shall have a running slope not steeper than 1:12 (8.33%). §11B-405.2
2. Cross slope of ramp runs shall not be steeper than 1:48 (2.083%). §11B-405.3
3. Floor or ground surfaces of ramp runs shall comply with 11B-302 Floor or Ground Surfaces. Changes in level other than the running slope and cross slope are not permitted on ramp
runs. §11B-405.4
4. The clear width of a ramp run shall be 48 inches minimum. §11B-405.5
5. The rise for any ramp run shall be 30 inches maximum. §11B-405.6
6. Ramps shall have landings at the top and the bottom of each ramp run. §11B-405.7
7. Landings shall comply with 11B-302 Floor or Ground Surfaces. Changes in level are not permitted. §11B- 405.7.1
8. The landing clear width shall be at least as wide as the widest ramp run leading to the landing. §11B- 405.7.2
9. Top landings shall be 60 inches wide minimum. §11B-405.7.2.1
10. The landing clear length shall be 60 inches long minimum. §11B-405.7.3
11. Bottom landings shall extend 72 inches minimum in the direction of ramp run. §11B-405.7.3.1
12. Ramps that change direction between runs at landings shall have a clear landing 60 inches minimum by 72 inches minimum in the direction of downward travel from the upper
ramp run. §11B-405.7.4
13. Where doorways are located adjacent to a ramp landing, maneuvering clearances required by 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 inches. Doors, in any position, shall not reduce the minimum dimension of the ramp
landing to less than 42 inches. §11B-405.7.5
14. Ramp runs shall have compliant handrails per 11B-505 Handrails. §11B-405.8
15. Edge protection complying with 11B-405.9.2 Curb or Barrier shall be provided on each side of ramp runs
and at each side of ramp landings. §11B-405.9 (See exceptions)
16. A curb, 2 inches high minimum, or barrier shall be provided that prevents the passage of a 4 inch diameter sphere, where any portion of the sphere is within 4 inches of the finish
floor or ground surface. To prevent wheel entrapment, the curb or barrier shall provide a continuous and uninterrupted barrier along the length of the ramp. §11B-405.9.2
17. Landings subject to wet conditions shall be designed to prevent the accumulation of water. §11B-405.10
CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS
1. Perpendicular ramp runs shall have a running slope not steeper than 1:12 (8.33%). §11B-406.2.1
2. For perpendicular ramps, where provided, curb ramp flares shall not be steeper than 1:10. §11B-406.2, Figure 11B-406.2.2
3. The running slope of the curb ramp segments shall be in-line with the direction of sidewalk travel. Ramp runs shall have a running slope not steeper than 1:12 (8.33%).
§11B-406.3.1, Figure 11B-406.3.2
4. A turning space 48 inches minimum by 48 inches minimum shall be provided at the bottom of the curb ramp. The slope of the turning space in all directions shall be 1:48 maximum
(2.083%). §11B-406.3.2
5. Blended transition ramps hall have a running slope not steeper than 1:20 (5%). §11B-406.4.1
6. Curb ramps and the flared sides of curb ramps shall be located so that they do not project into vehicular traffic lanes, parking spaces, or parking access aisles. Curb ramps at
marked crossings shall be wholly contained within the markings, excluding any flared sides. §11B-406.5.1
7. The clear width of curb ramp runs (excluding any flared sides), blended transitions, and turning spaces shall be 48 inches minimum. §11B-406.5.2
8. Landings shall be provided at the tops of curb ramps and blended transitions (parallel curb ramps shall not be required to comply). The landing clear length shall be 48 inches
minimum. The landing clear width shall be at least as wide as the curb ramp, excluding any flared sides, or the blended transition leading to the landing. The slope of the landing in all
directions shall be 1:48 (2.083%) maximum. §11B-406.5.3
9. Grade breaks at the top and bottom of curb ramp runs shall be perpendicular to the direction of the ramp run. Grade breaks shall not be permitted on the surface of ramp runs and
turning spaces. Surface slopes that meet at grade breaks shall be flush. §11B-406.5.6
10. The cross slope of curb ramps and blended transitions shall be 1:48 (2.083%) maximum. §11B-406.5.7
11. Counter slopes of adjoining gutters and road surfaces immediately adjacent to and within 24 inches of the curb ramp shall not be steeper than 1:20 (5%). The adjacent surfaces at
transitions at curb ramps to walks, gutters, and streets shall be at the same level. §11B-406.5.8
12. The bottom of diagonal curb ramps shall have a clear space 48 inches minimum outside active traffic lanes of the roadway. Diagonal curb ramps provided at marked crossings
shall provide the 48 inches minimum clear space within the markings. §11B-406.5.9
13. Curb ramps and blended transitions shall have detectable warnings complying with 11B-705 Detectable Warnings. §11B-406.5.12
14. Raised islands in crossings shall be cut through level with the street or have curb ramps at both sides. The clear width of the accessible route at islands shall be 60 inches wide
minimum. Where curb ramps are provided, they shall comply with 11B-406 Curb Ramps, Blended Transitions and Islands. Landings complying with 11B-406.5.3 Landings and the
accessible route shall be permitted to overlap. Islands shall have detectable warnings complying with 11B-705 Detectable Warnings and Detectable Directional Texture. §11B-406.6,
Figure 11B-406.6
GENERAL SITE AND BUILDING ELEMENTS
1. Where parking spaces are provided, accessible parking spaces shall be provided in number and kind required per Section 11B-208 Parking Spaces. §11B-208.1
2. Where passenger loading zones, drop-off zones, and/or bus stops are provided, accessible passenger loading zones, drop-off zones, and/or bus stops are required.
SEPARATE PERMIT
APPLICABLE CODE
2019 CALIFORNIA BUILDING CODE (CBC)
2019 CALIFORNIA MECHANICAL CODE (CMC)
2019 CALIFORNIA PLUMBING CODE (CPC)
2019 CALIFORNIA ELECTRICAL CODE (CEC)
2019 CALIFORNIA FIRE CODE (CFC)
2019 CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARDS
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
CONTACT INFO
T-0 TITLE SHEET
T-1 SITE PLAN
A-1 FLOOR PLAN
A-2 REFLECTED CEILING PLAN
& DETAIL
HD-1 H.C DETAIL
HD-2 H.C DETAIL
ENVIRONMENTAL HEALTH NOTES
The following Environmental Health notes are to be placed on your plans to assist in providing clear direction between those involved in the actual
construction of a food facility including contractors and Environmental Health Specialists. These notes will encompass most food facilities but are not
meant to be comprehensive for all food facilities or situations:
1. A concrete slab is provided for trash, garbage, and grease container. If walls enclose area, the interior wall surfaces will be smooth, sealed and washable (e.g.,
plastered smooth and painted, etc.).
2. All food-related and utensil-related equipment shall meet or be equivalent to sanitation standards established by an American National Standards Institute (ANSI)
accredited program.
3. All floor mounted equipment will be installed on minimum 6" sanitary legs, castors, or completely sealed in position on a 4 " high curb with continuously coved
base. Countertop equipment will be on 4-inch sanitary legs or sealed to the counter unless readily movable.
4. If soft drink, ice or other dispensers are self-service, or if refills are provided they must be push button types, or lever types where the lever contacts the
container at least one inch below the rim.
5. Any openable windows vent openings or other similar openings must be provided with tight fitting screens of minimum 16-mesh to the inch. Windows to be fixed
at food prep, utensil-washing, open food and utensil storage areas.
6. All exterior doors open outward and are self-closing and tight fitting.
7. Bi-fold, French, accordion style and roll-up doors cannot open into the food prep, utensil washing or unpackaged food service areas.
8. Toilet room and dressing room doors must be self-closing, tight fitting.
9. Delivery doors to have air curtain fans that span the width over the door. The fan must activate via a microswitch providing a minimum velocity of 1600 fpm
measured 3 feet above the ground.
10. A minimum of 10 foot-candles of light measured 30" off floor is provided in walk-in refrigerated storage and dry storage rooms and at least 20-foot candles is
provided where food is provided for consumer self-service, where fresh produce or prepackaged foods are sold or offered for consumption; inside equipment
such as reach-in and under-counter refrigerators; in areas used for handwashing, warewashing, equipment and utensil storage, and in toilet rooms.
11. A minimum of 50 foot-candles of light measured 30" off floor is provided when working with food or working with utensils or equipment such as knives,
slicers, grinders, or saws where employee safety is a factor and in all areas during periods of cleaning.
12. Shattershields for all lights above food preparation, work, and storage areas will be provided.
13. All warewashing sinks to have 3 compartments that are a minimum size of at least 18"x18"x12" deep (or 16"x20"x12" deep) with a minimum 18" drainboard
at each end. If against a wall, it must have an 8" integral backsplash. However, it must be capable of accommodating the largest utensil to be washed. A
warewashing machine does not substitute for the sink requirement.
14. Sinks to have spout(s) capable of reaching each compartment.
15. Food prep sink compartment(s) to be at least 18"x18"x12" deep (or 16"x20"x12" deep) with a minimum 18" drainboard. Separate food prep sinks to be
provided for meats and produce.
16. The 3 or 4 compartment bar sink to be at least 12"x12"x10" deep (or 10"x14"x10" deep) with a minimum 18" drainboard at each end.
17. A separate wet waste dump fixture shall be provided for disposal of drink or waste ice or coffee waste.
18. Each handwashing sink must have permanently mounted single-service soap and paper towel dispensers.
19. The hot water heater will be a commercial type capable of constantly supplying hot water at a temperature of 120ºF to all sinks. In sizing the water heater,
the peak hourly demand for all sinks, etc., are added together to determine the minimum required recovery rate.
20. All lavatories or hand sinks will have a combination faucet or premixing faucet capable of supplying water tempered to 100ºF. Self-closing or metered faucet
to provide at least 15 seconds of water without reactivation.
21. All plumbing, electrical and gas lines shall be concealed within the building structure to as great an extent as possible. All exposed conduits, plumbing, etc.
shall be installed at least 6" off floor and 3/4" from walls using standoff brackets.
22. Conduits, plumbing or piping cannot be installed across any aisle way, traffic area or door opening.
23. Multiple runs or clusters of conduit or pipelines shall be furred in or encased in an approved sealed enclosure.
24. All liquid waste shall be drained by means of indirect waste pipes into a floor sink. Floor sinks are to be installed flush with the finished floor surface and have
suitable easily removable safety cover grates.
25. Floor sink to be 50% exposed when no access is provided for cleaning or be in line with the front face of elevated freestanding equipment.
26. Approved backflow prevention devices shall be properly installed upstream of any potential hazard between the potable water supply and a source of
contamination. Hoses shall not be attached to a faucet or hose bibb unless an approved backflow preventer is provided.
27. Water supply to carbonators shall be protected by an approved reduced pressure principle backflow preventer. The relief valve shall drain indirectly to sewer
with a legal air gap.
28. For cleaning floor mats, the janitorial sink to be a minimum 24" by 36" floor-mounted type. Mops shall be placed in a position that allows them to air-dry
without soiling walls, equipment, or supplies.
29. The janitorial sink faucet will have a threaded outer lip for hose attachment and an approved backflow prevention device. No chemical dispensing systems or
shutoff valves to be attached to mop sink faucet outlet (unless a "sidekick" plumbing device is installed).
30. No condensate or wastewater including HVAC will drain into the janitorial sink.
31. Grease trap to be located outside the food service activity area, flush with the finished floor when indoors. Local wastewater district or building department to
be contacted for grease removal requirements.
32. Floor drains shall be installed in floors that are water-flushed for cleaning and in areas where pressure spray methods for cleaning equipment are used, in
restrooms, janitorial rooms, sculleries, and at bars with warewashing. Floor surfaces in areas pursuant to this shall be sloped 1:50 to the floor drains.
33. Adequate ventilation is to be provided to all toilet rooms, janitor closets with mop sinks, and indoor trash rooms and in dressing/change room(s).
34. The floor finish will have a smooth surface under all equipment and walkways will have a light texture only.
35. The paint used on walls and ceilings of all kitchen, food preparation, work, and storage areas will be a gloss or semi-gloss enamel. Finish material shall be a
light color in food prep areas for easy cleaning.
36. Prior to installation, samples of finishes to be submitted to Environmental Health for approval as needed.
37. Cold storage rooms shall be provided with a section of shelving installed to hold shallow cool down pans -not to exceed 4" in height. Space between
shelving to be at least 8" high.
38. Backup dry storage shelving shall be a minimum of 96 linear feet (measured with tiers) or 25% of kitchen, food prep, and work areas, whichever is greater.
Shelving shall be at least 18 inches deep and start a minimum six inches off the floor surface.
39. Shelving over wet areas (sinks, mop sinks etc.) and food prep surfaces will be metal.
40. All seams, gaps, openings to be properly sealed.
CONTRACTOR NOTES
FIRE DEPARTMENT NOTES
SOPHIA SHAO
P:310-634-9065
SOPHIASHAO.HERA@GMAIL.com
APPLIANT
1.) EXTERIOR SIGN, FIRE SPRINKLER FIRE SUPPRESSION SYSTEM
UNDER SEPARATE PERMIT .
57 Wheeler AveArcadia, CA 91006
Blue 57 Wheeler LLC
PROPERTY OWNER: Blue 57 Wheeler LLC
FOR RESIDENTIAL TENANTS LIVING AT THE APARTMENT ONLY.
E-1 TITLE 24
E-2 POWER PLAN
E-3 CEILING PLAN
M-1 HVAC DUCT DETAILS
M-1.1 WASTE PLAN
M-2 TITLE 24
HERA
HERA REDC
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NO. 89369
Exp.12/31/24
I
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CA
VI INFORS
E
TAT OF
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8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
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EXISTING SITE PLAN
SCALE: N.T.S
(TENANT IMPROVEMENT ONLY)
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NO. 89369
Exp.12/31/24
I
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ETATOF
C
8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
EXISTING FLOOR PLAN A PROPOSED FLOOR PLAN B
INTERIOR CEILING HEIGHT NON
LOAD BEARING WALL DETAIL
4
3/8" TEMP. GLASS
ALUMINUM FRAMING
STEELBEAM ALUM. EDGE TRIM AS REQUIRED
(2)#8 SHT. MTL SCREW RUNNER
CHANNEL TO CLG. MAIN
25GA. 3-5/8"x1-3/8" METAL STUD.
BRACING @48"O.C.MAX.(STAGGERED
FROM TOP PLATE TO BOT OF JOIST
OR BRIDGING)
(3)#8 SHEET METAL SCREWEXISTING JOIST
FINISHED CEILING
TOP TRACK(TYP)20 GA.
20GA. 3-5/8"x1-3/8" METAL STUDS
@6"O.C.(TYP) (ICC-ESR3064P)
STOREFRONT SILL
N.T.S
N.T.S
N.T.S
TOTAL
OCCUPANCY LOAD CACULATION
FITTNESS AREA
SECTION
AREA: 1093 S.F.
OCCUPANCY LOAD
806 sq. ft.
PLUMBING OCCUPANCY LOAD
YOGA ROOM 287 sq. ft.
AREA
ALL ARE EXISTING WALL, NO CHANGE.
LEGEND:
EXIT
TACTILE EXIT SIGN
H.C SIGN
2A:10BC fire extinguishers
EXIT SIGN PROVIDE ILLUMINATED "EXIT" SIGNBACK-UP POWER 90 MIN.
3-
N.T.S
3/8" TEMP. GLASS
ALUMINUM FRAMING
O.L =806/50=17
O.L =287/50=6
21 PERSON
N.T.SQUARRY TILE DETAIL
806 S.F
O.L =287/50= 6
287 S.F
YOGA ROOM
FITTNESS AREA
O.L =806/50=17
SWITCH
AUTO TIME
(E) PANEL
100A
3,
PROVIDE ILLUMINATED "EXIT" SIGN BACK-UP
POWER 90 MIN.
■SIGN ABOVE THE DOOR:"EXIT DOOR MUST BE
OPENABLE FROM EGRESS SIDE WITHOUT THE USE
OF A KEY, SPECIAL KNOWLEDGE, OR EFFORT."
(2019 CBC 1010.1.9)
■LIMIT THRESHOLD = 1/2" MAX.
LOWER 10" OF THE DOOR SHALL BE
SMOOTH PLANE SURFACE
FIXED WINDOW FIXED WINDOW FIXED WINDOW
O.L =806/50=17
O.L =287/50=6
21 PERSON
FOR RESIDENTS USE ONLY
ex fire -resistive wall
DOORS SCHEDULE
DR. TYPE/SIZE DESCRIPTION FRAME REMARKS SYMOBLE
A 36"X6'-8"
N.T.S
ALUM/TEMP.
GLASS GLASS 32" CLR. DR.,SELF-CLOSING.
B 36"X6'-8"32" CLR. DR., SELF-CLOSING.
EX
NEW
EX EX
EX
ALUM/TEMP.
GLASS GLASS
METAL THRESHOLD
Thresholds, if provided at doorways, shall be 1/2 inch (12.7 mm) high maximum. Raised thresholds and
changes in level at doorways shall comply with Sections 11B-302 and 11B-303.
N.T.S
Changes in level between 1/4 inch (6.4 mm) high minimum and 1/2 inch (12.7 mm) high maximum shall be
beveled with a slope not steeper than 1:2.
Thresholds
4
N.T.SFIRE RESISTIVE WALL
COUNTER TO
BE MAX 34"
CO2 SENSORS N.T.SFIRE RESISTIVE CEILINGN.T.S
HERA
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P R O
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NO. 89369
Exp.12/31/24
I
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CA
VI INFORS
E
TAT OF
C
8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
A-2
CE
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P
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NOTE
NOTE: THE ILLUMINATED "EXIT" SIGN AT ALL TIMES HAVING A LIGHT INTENSITY OF NOT LESS THAN ONE FOOTCANDLE ATFLOOR LEVEL WITH BATTERY BACK-UP FOR EXISTING SYSTEM
REFLECTED CEILING PLAN
GP19
T.B.D.
PENDANT LIGHT FIXTURE
BEVELED DUAL ROUND HEAD EMERGENCY
LIGHT (BATTERY OPERATION DURING THE
POWER LOSS)
10 WNORA LIGHTING
NE-805 (2) 5W, MR16
D
SUPPLIED
BY
C
B
A
INSTALLED
BY
REMARKSWATT/
FIXTURESYMBOLLIGHT BULB/ TYPE
MODEL NO.
HOUSING/ FIXTURE
MODEL NO.
ITEM
NO.
ELECTRICAL
CONTRACTOR
NORA LIGHTING
NEX-709-LED (GREEN)
(2) 5W, MR16
UNIVERSAL MT. EXIT SIGN W/ EMERGENCY
ADJ. BEVELED DUAL ROUND HEAD (ARROW
INDICATES DIRECTION OF EXIT). (BATTERY
OPERATION DURING THE POWER LOSS)10 W
G.C.ELECTRICAL
CONTRACTOR
4" LED RECESS DOWN LIGHT
G.C.ELECTRICAL
CONTRACTOR
G.C.
(WITH SHATTERPROOF LENSE
COVER OVER FOOD PREP AREA)
(G.C. TO PROVIDE DIMMER)
PROGRESS LIGHTING
HOUSING: P818-TG
BASE : GU 5.3 , 4" LOW VOLTAGE (MR16)
REMODEL NON-IC RECESS HOUSING
TRIM : P8037-28 , 4" WHITE STEP BAFFLE
7 W
PARMIDA LED MR16 BULB, GU5.3
BASE, DIMMABLE, 7W (50W
EQUIVALENT), 2700K (WARM
WHITE), 500LM, SPOT LIGHT BULB,
ENERGY STAR, UL-LISTED, 40°
BEAM ANGLE, SPOTLIGHT
LIGHT FIXTURE SCHEDULE
18W ELECTRICAL
CONTRACTOR
OWNER
(WITH SHATTERPROOF LENSE
COVER OVER FOOD PREP AREA)
(G.C. TO PROVIDE DIMMER)
E
FAN
56” INDUSTRIAL CEILING FAN
Size: 56”
Finish: white
Blades: 3 white metal straight blades
Downrod: 16” x 1” OD
ELECTRICAL
CONTRACTOR
OWNER
18WCanarm CP56D11PN
FLOOR PLAN
ITEM
NO.SYMBOL
1
3
1
3
REMARKS
EPOXY SEAL ON CONC.
NDUSTRIAL GRADE - EPOXY FLOOR COATING
HIGHEST QUALITY 1:1 MIX RATIO AVAILABLE
ADVANCED EPOXY RESIN TECHNOLOGY INCREASES DURABILITY
TOUGH AGAINST WEATHERING AND HEAVY USE
IDEAL FOR FACTORIES, WAREHOUSES, SHOPS, GARAGES AND MORE
MAXIMUM PROTECTION AGAINST CHEMICALS, OIL, GREASE AND CORROSION
100% Waterproof GeoCore®
(SPC Composite) with attached IXPE Underlayment
Low Emitting VOC & Prop 65 Compliant (VOC and
Phthalate Test Results Available Upon Request)
With Cali Complete: STC 61 & IIC 63
Without Underlayment: STC 61 & IIC 64
HERA
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RE
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P R O
TER
NO. 89369
Exp.12/31/24
I
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VI INFORS
E
TAT OF
C
8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
WOMEN MEN All-Gender
6 8
60"
4
7 9
REACH RANGES
11
ACCESSIBILITY NOTES AND DETAILS
LAVATORIES ACCESSORIES IN SANITARY FACILITIES
5
DRAWN BY JIMMY ZHA
N
G
(
6
2
6
)
5
7
0
-
9
9
7
8
DESIGN FOR RESTAURAN
T
P
L
U
S
,
I
N
C
.
ACCESSORIES IN SANITARY FACILITIES Counters
Food Service Lines/Aisles
2
DOORS ENTRANCES AND EXITS
3
ACCESSORIES IN SANITARY FACILITIES
SIGNAGE
CORRIDORS AND AISLES
MULTIPLE ACCOMMODATION SANITARY FACILITIES
1
2.3-2.4
58-61
LC LC
LC
(b)
plan
0.65 min
16.5
2.3-2.4
58-61LC
(a)
elevation
(enlarged)
0.2
5.1mm
top diameter of
0.45-0.47
base diameter of
RECOMMEND TO PAINT
SLOPING WING BURB
WITH "TRAFFIC YELLOW"
DISABLED RAMP
PER CIVIL PLANS
SEE DETAIL.HD-2
14
TRUNCATED DOMES, SEE
HD-2
19
1/2" LIP BEVELED AT 45 DEGREES
AS A DETECTABLE WAY FINDING
EDGE FOR THE VISUALLY IMPAIRED.
AS REQUIRED.
10 POLE WITH VAN
ACCESSIBLE
SIGN. TYP.HD-2
11 DISABLED POLE
SIGN. TYP.
3
3
6" CURB ON
AC PAVING.
2% SLOPE IN
ANY DIRECTION.
SEE CIVIL.
4" TYPICAL PAINTED
STRIPING (DOT)
"TRAFFIC BLUE" TYP.
VAN
NO PARKING
9' - 0"9' - 0"9' - 0"
8" HIGH X 1" STROKE
"WHITE " PAINTED
LETTERING. "NO PARKING"
:TYP.
15
EQ EQ
8
EQ EQ
6" CURB ON
AC PAVING.
20
'
-
0
"
12
'
-
0
"
6'
-
0
"
4'
-
4
1
/
2
"
SL
O
P
E
2%
M
A
X
ENLARGED DISABLED PARKING10
HD-2
HD-2
HD-2
HD-2
HD-2
HD-1
HA
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6'
-
9
"
3'
-
0
"
8'
-
3
"
5'
-
3
"
1'
-
6
"
3'-6"1'-0"
5'-0"
5'
-
0
"
11.4mm-11.9mm
0.9-0.92
(22.9-23.4 mm)
19
"
m
i
n
12
"
m
i
n
1 1/2"min
36
12
m
i
n
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P R O
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NO. 89369
Exp.12/31/24
I
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VI INFORS
E
TAT OF
C
8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
1'-0"
GALV. BOLTS TYP.
"WHITE" SYMBOLS, TEXT,
AND
BORDER TYP.
WHITE PAINTED BORDER
1/2"
68°
3"BACKGROUND PAINTED
"TRAFFIC BLUE" (2) COATS,
TYP.
3"
PARKING
ONLY
MINIMUM
FI
N
E
$
2
5
0
REFLECTORIZED SIGN, 70 SQ. IN. MIN.
"BLUE" BACKGROUND COLOR #15090,
FEDERAL STANDARD 5952.
4" DIA. STL. PIPE, FILL WITH
CONC., PAINT "BLUE" TYP.
2" SQ. GALV. STEEL POST
EMBED IN CONC.
TRUNCATED DOMES
10'-0"
5'-0"
AISLE CENTERLINE
A DIRECTIONAL ARROW - CALTRANS TYPE I
E.J.8'-0"
AISLE CENTERLINE
6'-0"
B TURNING ARROW - CALTRANS TYPE II
13'-0"
PAINT ARROWS WITH (2) COATS "TRAFFIC
WHITE' PAINT MIN. TYP. SEE SPEC.'S FOR
ADDITIONALINFORMATION
SEE SITE PLAN FOR LOCATIONS.
6" HG. TO 0"
TRANSITION
CURB TYP.
BOTH SIDES
AISLE CENTERLINE
6'-0"
C COMBINATION DIRECTIONAL AND
TURNING ARROW - CALTRANS TYPE III
TYP. DIRECTIONAL ARROW 18 CURB RAMP
NOTE:
SEE CIVIL DWGS. FOR
CURB RAMP INFORMATION.
14
12" DIA.
DISABLED VAN PARKING SIGN
2' - 0"
GALV. BOLTS TYP.
UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING PLACARDS
OR SPECIAL LICENSE PLATES ISSUED FOR
PERSONS WITH DISABLITIES WILL BE
TOWED AWAY AT THE OWNER'S EXPENSE.
TOWED VEHICLES MAY BE RECLAIMED AT
PORTERVILLE POLICE DEPARMENT
350 NORTH D STREET
OR BY TELEPHONING
559-782-7400
DIAMETER
8"
ACCESS SIGN AT ENTRANCE 9
2" SQ. GALV. STEEL POST, THRU-BOLT
TO SLEEVE TYP.
PLANTER AREA TYP.
2-1/2" SQ. GALV. STEEL
SLEEVE,
SET IN CONC.
NOTE:INSTALL SIGN AT EACH
ENTRANCE TO OFF STREET PARKING.
SEE SITE PLAN.
REFLECTORIZED SIGN, 17" x 22" MIN.
"BLACK" BORDER.
LETTERING ON SIGN MUST BE A
MINIMUM OF 1" HIGH CONTRASTING
LETTERS
"WHITE" BACKGROUND,
PORCELAIN ON STEEL TYP.
10
EMBED STL. PIPE IN CONC. FOOTING
#3 REBAR LOOP TYP.
4'-0"
MIN. TYP.
(SEE PLAN)1/2" HIGH MAX LIP TYP.
E.J.
SLOPE DN. 1:10
MAX. TYP.
SLOPE DN. 1:10
MAX. TYP.
FACE OF BLDG. OR
ANY
OBSTRUCTION
BAND OF DETECTABLE
WARNINGS
(TRUNCATED DOMES),
SEE DET.
19 DISABLED SYMBOL 15
19
CONC. CURB RAMP WITH
MED.
BROOM FIN. TYP.
3"3'-0"3"
NOTES:
1. SYMBOL TO BE PAINTED FED. HIGHWAY WHITE (REFER DOT) 2 COATS.
2. BACKGROUND PAINTED FED. HIGHWAY BLUE (REFER DOT).
12" DIA.
DISABLED PARKING SIGN
1'-0"
GALV. BOLTS TYP.
"WHITE" SYMBOLS, TEXT,
AND
BORDER TYP.
PARKING
ONLY
MINIMUM
FI
N
E
$
2
5
0
VAN
ACCESSIBLE
4" DIA. STL. PIPE, FILL
WITH CONC., PAINT "BLUE"
TYP.
E.J.
FACE OF CURB TYP. (SEE CIVIL)
3"
2" SQ. GALV. STEEL POST
EMBED IN CONC.
PATCH/REPAIR PLANTING OR
A.C. PAVING, AS REQUIRED
"BLUE" BACKGROUND COLOR #15090,
FEDERAL STANDARD 5952.
REFLECTORIZED SIGN, 70 SQ. IN. MIN.
11
EMBED STL. PIPE IN CONC. FOOTING
#3 REBAR LOOP TYP.
1.
2.
3.
NOTES:
SMOOTH FORM ALL VERTICAL CONCRETE SURFACES.
ALL FLAT WORK (WALKING SURFACES) SHALL HAVE A NON-SLIP MEDIUM BROOMED
FINISH.
INSTALL 1/2" FIBER EXPANSION MATERIAL IN ALL CURBS AT 25'-0" O.C. AT CURBS
TANGENTS CORNERS OR AS NOTED ON PLANS.
6" WALKWAY CURB 3
3"PATCH/REPAIR PLANTING OR
A.C. PAVING, AS REQUIRED
8"GRAVEL BASE
POURED IN PLACE
CONCRETE CURB PER CITY
REQUIREMENT. REFER
TO CIVIL.
1/2" MAX.
EXPANSION
JOINT W/ FIBER FILL.
CONC. PAVING.
REFER
TO PAVING PLAN.
3
12
5"
ALL CONC. CURB
CORNERS
TO RECIEVE 1/2" RADIUS
BULLNOSETACK COAT CONC. SUR-
FACES IN CONTACT W/
AC PAVING, WHERE
OCCURS.AC PAVING. REFER
TO
CIVIL PLANS.
3'
-
6
"
2'
-
0
1
/
2
5
6
"
6'
-
0
"
2'
-
0
"
3'
-
6
"
1'
-
0
"
1'
-
0
"
5'
-
1
1
2
5
5
/
2
5
6
"
1'
-
0
"
3"
3'
-
0
"
3'
-
0
"
4'
-
0
"
CL
R
.
M
I
N
.
5"
3"
3"
3"
SL
O
P
E
D
N
.
1:
1
2
M
A
X
.
T
Y
P
.
3'-
0
"
N
.
T
.
S
.
80
"
M
I
N
.
1'
-
6
"
3"
PE
R
L
O
C
A
L
C
O
D
E
S
80
"
M
I
N
.
O
R
2'
-
0
"
3"
3"
4'
-
0
"
N
.
T
.
S
.
SI
G
N
H
E
I
G
H
T
3"
3"
4'-
0
"
N
.
T
.
S
.
6"
2'
-
0
"
3'
-
0
"
N
.
T
.
S
.
80
"
M
I
N
.
SI
G
N
H
E
I
G
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T
2'-
0
"
1'
-
0
"
M
I
N
.
,
O
R
FU
L
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P
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H
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AN
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(
W
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GR
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)
T
Y
P
.
4"MI
N
.
6"
5" DIA.
R8"
9
3
°
1
0
"
1"
5"
E.J.
E
.
J
.
2.3-2.4
58-61
LC LC
LC
(b)
plan
0.65 min
16.5
2.3-2.4
58-61LC
(a)
elevation
(enlarged)
0.2
5.1mm
top diameter of
base diameter of
0.9-1.4 (22.9-23.4mm)
0.45-0.47
11.4mm-11.9 mm
3
12
3'-0" WIDE BAND OF DETECTABLE
WARNINGS (TRUNCATED DOMES),
FULL WIDTH OF CURB RAMP, TYP.
SEE DETAIL 19
CONC. SIDEWALK, THICKEN EDGE
AS SHOWN ALL AROUND PERIM.
TYP.
SEE CIVIL FOR ADN'L INFO.
1/2" EXP. JT. WITH SEALANT OVER,
CONT., TYP.
ALIGN W/
CURB
(BEYOND)
1.
2.
3.
4.
NOTES:
SMOOTH FORM ALL VERTICAL CONCRETE SURFACES.
ALL FLAT WORK (WALKING SURFACES) SHALL HAVE A NON-SLIP MEDIUM BROOMED
FINISH.
INSTALL 1/2" FIBER EXPANSION MATERIAL IN ALL CURBS AT 25'-0" O.C. AT CURBS
TANGENTS CORNERS OR AS NOTED ON PLANS.
REBAR SHALL BE CONTINUOS THRU SILL EXPANSION JOINTS IN CURBS.
CURB RAMP LOWER EDGE 8
A.C. PAVING OVER COMPACTED BASE,
SEE CIVIL AND SOILS REPORT.
TACK COAT CONC. SURFACES IN
CONTACT WITH A.C. PAVING, TYP.
COMPACTED SUB-GRADE TYP.
SEE SOILS REPORT.
CONC. CURB PER CITY STANDARDS.
SEE CIVIL.
1'
-
0
"
M
I
N
.
,
O
R
FU
L
L
D
E
P
T
H
O
F
PA
V
I
N
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A
N
D
B
A
S
E
(W
H
I
C
H
E
V
E
R
I
S
GR
E
A
T
E
R
)
T
Y
P
.
3'-0"
TRUNCATED DOMES
8"
SLOPE DN.
1:12 MAX.
MIN.
8"
MI
N
HD-2
HD-2
N.T.S.N.T.S.N.T.S.
N.T.S.N.T.S.N.T.S.
N.T.S.N.T.S.N.T.S.
HD-2
HA
N
D
I
C
A
P
E
D
DE
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A
I
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11B-206.2.13 Exercise Machines and Equipment
Exercise machines and equipment required to comply with 11B-236 shall be on an accessible route.
Exercise Machines
11B-236.1 General
At least one of each type of exercise machine and equipment shall comply with Section 11B-1004.
11B-305.1 General
Clear floor or ground space shall comply with Section 11B-305.
11B-305.3 Size
The clear floor or ground space shall be 30 inches (762 mm) minimum by 48 inches (1219 mm) minimum.
11B-305.4 Knee and Toe Clearance
Unless otherwise specified, clear floor or ground space shall be permitted to include knee and toe clearance complying with Section 11B-306.
11B-305.5 Position
Unless otherwise specified, clear floor or ground space shall be positioned for either forward or parallel approach to an element.
11B-305.7.1 Forward Approach
Alcoves shall be 36 inches (914 mm) wide minimum where the depth exceeds 24 inches (610 mm).
11B-305.7.2 Parallel Approach
Alcoves shall be 60 inches (1524 mm) wide minimum where the depth exceeds 15 inches (381 mm).
11B-1004.1 Clear Floor Space Exercise machines and equipment shall have a clear floor space complying with Section 11B-305 positioned for transfer or
for use by an individual seated in a wheelchair. Clear floor or ground spaces required at exercise machines and equipment shall be permitted to overlap.
11B-305.2 Floor or Ground Surfaces Floor or ground surfaces of a clear floor or ground space shall comply with Section 11B-302. Changes in level, slopes
exceeding 1:48, and detectable warnings shall not be permitted.
11B-305.6 Approach One full unobstructed side of the clear floor or ground space shall adjoin an accessible route or adjoin another clear floor or ground space. Clear
floor or ground space may overlap an accessible route, unless specifically prohibited elsewhere in this chapter.
11B-305.7 Maneuvering Clearance Where a clear floor or ground space is located in an alcove or otherwise confined on all or part of three sides, additional
maneuvering clearance shall be provided in accordance with Sections 11B-305.7.1 and 11B-305.7.2.
N.T.S.20
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8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
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8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
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ABBREVIATIONS
GENERAL NOTES:
N.T.S
N.T.S
POWER PLAN
A-2
A-6 A-4
A-21
A-19
A-17
A-15
A-12
A-10
A-8
A-14
A-16
A-18
SWITCH
AUTO
TIME
(E)
PANEL
200A
A-20
A-22
A-24
A-25
A-23
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8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
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REFLECTED CEILING PLAN
NOTE :
PRIMARY SIDELIT DAYLIT ZONE IS THE AREA ON A PLAN DIRECTLY
ADJACENT TO EACH VERTICAL GLAZING, ONE WINDOW HEAD
HEIGHT DEEP INTO THE AREA, AND WINDOW WIDTH PLUS 0.5
TIMES WINDOW HEAD HEIGHT WIDE ON EACH SIDE OF THE
ROUGH OPENING OF THE WINDOW, MINUS ANY AREA ON A PLAN
BEYOND A PERMANENT OBSTRUCTION THAT IS 6 FEET OR
TALLER AS MEASURED FROM THE FLOOR.
SECONDARY SIDELIT DAYLIT ZONE IS THE AREA ON A PLAN
DIRECTLY ADJACENT TO EACH
VERTICAL GLAZING, TWO WINDOW HEAD HEIGHTS DEEP INTO THE
AREA, AND WINDOW WIDTH PLUS 0.5
TIMES WINDOW HEAD HEIGHT WIDE ON EACH SIDE OF THE ROUGH
OPENING OF THE WINDOW, MINUS
ANY AREA ON A PLAN BEYOND A PERMANENT OBSTRUCTION THAT IS
6 FEET OR TALLER AS MEASURED FROM
THE FLOOR.
A-7
A-9
A-11
A-13
7a
7b
7a
9c 9d 9c
9d9d
9d
9c
9c9c
13e 13f 13e
13e13e13f13f
13f
11g 11h
11h 11g
GP19
T.B.D.
PENDANT LIGHT FIXTURE
BEVELED DUAL ROUND HEAD EMERGENCY
LIGHT (BATTERY OPERATION DURING THE
POWER LOSS)
10 WNORA LIGHTING
NE-805 (2) 5W, MR16
D
SUPPLIED
BY
C
B
A
INSTALLED
BY
REMARKSWATT/
FIXTURESYMBOLLIGHT BULB/ TYPE
MODEL NO.
HOUSING/ FIXTURE
MODEL NO.
ITEM
NO.
ELECTRICAL
CONTRACTOR
NORA LIGHTING
NEX-709-LED (GREEN)
(2) 5W, MR16
UNIVERSAL MT. EXIT SIGN W/ EMERGENCY
ADJ. BEVELED DUAL ROUND HEAD (ARROW
INDICATES DIRECTION OF EXIT). (BATTERY
OPERATION DURING THE POWER LOSS)10 W
G.C.ELECTRICAL
CONTRACTOR
4" LED RECESS DOWN LIGHT
G.C.ELECTRICAL
CONTRACTOR
G.C.
(WITH SHATTERPROOF LENSE
COVER OVER FOOD PREP AREA)
(G.C. TO PROVIDE DIMMER)
PROGRESS LIGHTING
HOUSING: P818-TG
BASE : GU 5.3 , 4" LOW VOLTAGE (MR16)
REMODEL NON-IC RECESS HOUSING
TRIM : P8037-28 , 4" WHITE STEP BAFFLE
7 W
PARMIDA LED MR16 BULB, GU5.3
BASE, DIMMABLE, 7W (50W
EQUIVALENT), 2700K (WARM
WHITE), 500LM, SPOT LIGHT BULB,
ENERGY STAR, UL-LISTED, 40°
BEAM ANGLE, SPOTLIGHT
LIGHT FIXTURE SCHEDULE
18W ELECTRICAL
CONTRACTOR
OWNER
(WITH SHATTERPROOF LENSE
COVER OVER FOOD PREP AREA)
(G.C. TO PROVIDE DIMMER)
E
FAN
56” INDUSTRIAL CEILING FAN
Size: 56”
Finish: white
Blades: 3 white metal straight blades
Downrod: 16” x 1” OD
ELECTRICAL
CONTRACTOR
OWNER
18WCanarm CP56D11PN
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NO. 89369
Exp.12/31/24
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8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
M-1
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LEGEND
DUCT SIZE SCHEDULE
MECHANICAL EQUIPMENT SCHEDULE GENERAL NOTES
.D.Altered Duct Systems. When new or replacement space-conditioning system ducts are installed to serve an existing building, the new ductsshall meet the requirements of Section 120.4. If the space conditioning system meets the criteria of Sections 140.4(l)1, 2, and 3, the ductsystem shall be sealed as confirmed through field verification and diagnostic testing in accordance with the procedures for duct sealing ofan existing duct system as specified in Reference Nonresidential Appendix NA2 to meet one of the following requirements:i.If the new ducts form an entirely new or replacement duct system directly connected to the air handler, the measured duct leakage shall beequal to, or less than 6 percent of the system air handler airflow as confirmed by field verification and diagnostic testing utilizing theprocedures in Reference Nonresidential Appendix NA2.1.4.2.1. Entirely new or replacement duct systems installed as part of an alterationshall be constructed of at least 75 percent new duct material, and up to 25 percent may consist of reused parts from the building's existing
duct system including, registers, grilles, boots, air handlers, coils, plenums, and ducts if the reused parts are accessible and can be sealed to
prevent leakage.
ii.If the new ducts are an extension of an existing duct system, the combined new and existing duct system shall meet one of the followingrequirements:
a.All appliances designed to be in a fixed position shall be securely fastened in place in accordance with the manufactures installationinstructions. Supports for appliances shall be designed and constructed to resist horizontal and vertical loads within the stress limitations
of the CBC. ( CMC 303.4 )b.All materials exposed within ducts and plenums including any above ceiling return air plenum shall be noncombustible or shall have a
flame spread index not to exceed twenty-five 25 and a smoke developed index not to exceed then fifty 50 when tested as a
composite product in accordance with ASTM E 84 OR UL 723 and shall comply with all requirements of the 2019 CMC Section 602.2.c.Installation of ducts shall be in accordance with Section 603.0 of the 2019 CMC. • All ductwork for heating and cooling system or
evaporative cooling system shall be conducted through duct systems constructed of metal as set forth in the SMACNA HVAC DuctConstruction Standard – Metal and Flexible. Factory made air ducts shall be approved for the use intended or shall comply with the 2019
CMC referenced standards Chapter 17. • Joints and seems for duct systems shall comply with SMACNA HVAC Duct ConstructionStandard – Metal and Flexible. Joints of ducts systems shall be made substantially airtight by means of tapes, mastics, gasketing, or other
means. Crimp joints for round ducts shall have a contact lap of not less than 1 1/2” and shall be mechanically fastened by means ofnot less than 3 sheet-metals screws equally spaced around the joint, or an equivalent fastening method. • Ducts shall be supported ateach change of direction and in accordance with SMACNA HVAC Duct Construction Standard – Metal and Flexible.d.Ducts and plenums shall comply with Section 120.4 of the 2019 California Building Energy Efficiency Standards. • Portions of supply-air
and return-air ducts conveying heated or cooled air located in one or more of the following spaces shall be insulated to a minimuminstalled level of R-8:a.Outdoors; orb.In a space between the roof and an insulated ceiling; or
c.In a space directly under a roof with fixed vents or openings to the outside or unconditioned spaces; ord.In an unconditioned crawlspace; or
e.In other unconditioned spaces • Portions of supply-air ducts that are not in one of these spaces, including ducts buried in concrete slab,
shall be insulated to a minimum installed level of R 4.2 (or any higher level required by CMC Section 604.1 or be enclosed in
directly conditioned space. • All factory-fabricated duct systems shall comply with UL 181 for ducts and closure systems, includingcollars, connections, and splices, and be labeled as complying with UL 181. • Factor-made rigid fiberglass and flexible ducts forfieldfabricated duct systems shall comply with UL 181.
MECHANICAL NOTE :
SECTION 141.0 – ADDITIONS, ALTERATIONS, AND REPAIRS TO EXISTING NONRESIDENTIAL, HIGH-RISE RESIDENTIAL, AND HOTEL/MOTELBUILDINGS, AND TO EXISTING OUTDOOR LIGHTING, AND TO INTERNALLY AND EXTERNALLY ILLUMINATED SIGNS
(b) Alterations.
a. The measured duct leakage shall be equal to or less than 15 percent of the system air handler airflow as confirmed by field verification and
diagnostic testing utilizing the procedures in Reference Nonresidential Appendix Section NA2.1.4.2.1; or
b. If it is not possible to comply with the duct leakage criterion in Subsection 141.0(b)2Diia, then all accessible leaks shall be sealed and verified
through a visual inspection and a smoke test performed by a certified HERS Rater utilizing the methods specified in Reference NonresidentialAppendix NA2.1.4.2.2.
EXCEPTION to Section 141.0(b)2Dii: Duct Sealing. Existing duct systems that are extended, which are constructed, insulated or sealed with asbestosare exempt from the requirements of subsection 141.0(b)2Dii.
Wood Framed and Others
R-11 insulation
NOTE:Factory made flexible air
ducts shall comply with UL 181NOTE:Factory made flexible air ducts shall comply with UL 181
Continuous Insulation R-value: R-8
U-factor : 0.082
Nonresidential
-
0.0
0.0
0.0
0.0
0.0
0.0
1CEILING DIFFUSER INSTALLATION -
NOT TO SCALE
DUCT
FLASHING
CLEAT
CLEAT
DUCT
CURB MIN.
4" HIGH
FLASHING
ROOFING
SPIRAL 18 GA.
FROM EXHAUST FAN
NOT TO SCALE
2EXHAUST DUCT THRU ROOF
3DUCT THRU ROOF DETAIL
Used 5 Ton Air Handler Unit CARRIER Model
FY4ANB060 ACC-13244
Stock Number:ACC-13244
Equipment Type:Air Handler
Cooling Size:5 Ton
Refrigerant Type:R-410A
Manufactured Year:2006
Heating Type:Electric
Heating Size:10 KW
Equipment Condition:Good
Equipment Location (City):Ft. Pierce
Equipment Location (State):Florida
Brand:CARRIER
Seer Rating:13
Model - Air Handler:FY4ANB060
Air Handler Configuration:Vertical
Application Type:Residential
Electrical:208/230 Volt-1 Phase
Description:Clean, Ready To Heat & Cool!
*Per EPA regulations, Unit is Charged with
Dry Gas for Testing and Shipping
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NO. 89369
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8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
M-1.1
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A/C DUCT LAYOUT PLAN
NOTE: THE ILLUMINATED "EXIT" SIGN AT ALL TIMES HAVING A LIGHT INTENSITY OF NOT
LESS THAN ONE FOOTCANDLE AT FLOOR LEVEL WITH BATTERY BACK-UP
FOR EXISTING SYSTEM
NOTE:Factory made flexible air ducts shall comply with UL 181, andconnectors shall not be more than 5 ft in length and shall notbeused in lieu of rigid elbows or fitting. Flexible air ducts shalbepermitted to be used as an elbow at a terminal device.
LEGEND:
LEGEND
DUCT SIZE SCHEDULE
MECHANICAL EQUIPMENT SCHEDULE
Used 5 Ton Air Handler Unit CARRIER
Model FY4ANB060 ACC-13244
Stock Number:ACC-13244
Equipment Type:Air Handler
Cooling Size:5 Ton
Refrigerant Type:R-410A
Manufactured Year:2006
Heating Type:Electric
Heating Size:10 KW
Equipment Condition:Good
Equipment Location (City):Ft. Pierce
Equipment Location (State):Florida
Brand:CARRIER
Seer Rating:13
Model - Air Handler:FY4ANB060
Air Handler Configuration:Vertical
Application Type:Residential
Electrical:208/230 Volt-1 Phase
Description:Clean, Ready To Heat & Cool!
*Per EPA regulations, Unit is Charged with
Dry Gas for Testing and Shipping
300 CFM
12" Ø 400 CFM
12" Ø
EX AC
UNIT#1
1200 CFM
12" Ø
16" Ø 18" Ø
14" Ø14" Ø
400 CFM
12" Ø
400 CFM
12" Ø
400 CFM
12" Ø
400 CFM
12" Ø
14" Ø
12" Ø 12" Ø
12" Ø 12" Ø
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NO. 89369
Exp.12/31/24
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TAT OF
C
8 Corporate Park #100
Irvine, CA 92606
310-634-9065
Heraredc@gmail.com
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