HomeMy WebLinkAbout16 E Huntington Dr - 2023 - T.I. KIDS & TEENS MEDICAL GROUP. WITH EMP2155 Verdugo Blvd #614
La Crescenta, CA 91020
818-406-5378
MikeGeragos@gmail.com
1/30/23
Kids & Teens
Medical Group
16 E Huntington Dr
Arcadia 91006
A-1
4,779 sq ft
116 sq ft
31'8'6'-9"100'
20'-1"
9'-6"
19'-5"
8"
49'-8"
20'31'8'6'-9"100'
8'-31/2"
8'-31/2"
9'
8'
10'
18'
18'
82 sq ft
151 sq ft
Existing Parking Lot
Van Accessible
(E) HC stall
Signage
(E) HC stall
Signage
5%
slopeRamp
Rear Covered Entrance
H/C Path
of Travel
Area of Tenant Improvement
Single Story Type VB Bldg - B Occupancy
H/C Signage
Per Detail
H/C Signage
Per Detail
Striping per Detail
H/C Path of Travel:
No Abrupt changes in elevation alone the path of travel shown.
The slope and cross-slope along the path of travel shall not exceed 5% and 2% respectively.
Inspector to verify
Truncated
Domes
Alley
NORTH Site Plan
1" = 10'-0"
Huntington Dr
(E)
Trash Encl PlanterPlanter
Side Walk
Site
Vicinity Map
Project Info
Lot Area =
Total Total Bldg Area
Existing Parking stalls
Standard
Handicap
Total Stalls
APN#: 5773-013-028
Legal Descrip: A PART OF ARCADIA SANTA ANITA TRACT
EX OF ST LOT 30 BLK 73
Zoning: CBD
Fire Department Note
• Fire Access is provided from Huntington Dr.
• No Fire Sprinklers are Required per Fire Marshal
7,300 sf
5,000 sf
3
2
5
Project Scope
• Convert Bldg to a Medical Clinic with
this Tenant Improvement
• Add 4 beams and 5 Pad Ftgs to replace
an Interior Bearing wall
Contacts
Owner: Kids & Teens Medical Group 310-699-3913
Designer: Mike Geragos 818-406-5378
Struc Eng: RafÀ$ENDULDQ
MEP Plans: IDU Design Inc 909-736-8728
Sheet Index
Site Plan
Disabled Access Notes
Exist + Proposed Floor Plan
Ceiling Plan & Details
Found / Framing
Notes /Details
Electrical Notes
ELECTRICAL PLAN & SCHEDULE
ROOF ELECTRICAL PLAN
LIGHTING PLAN
LIGHTING TITLE 24
PHOTOMETRIC PLAN
MECHANICAL LEGEND / EQUIPMENT SCHEDULE
MECHANICAL PLAN
ROOF MECHANICAL PLAN
MECHANICAL DETAIL
PLUMBING FIXTURE SCHEDULE
WATER SUPPLY PLAN
WATERHEATER SPECS
WASTE & VENT PLAN
PLUMBING DETAILS
A-1
A-1.1
A-2
A-3
S-1
S-2
E-0.0
E-1.0
E-1.1
E-2.0
E-3.0
E-4.0
M-0.0
M-1.0
M-1.1
M-3.0
P-0.0
P-1.0
P-1.1
P-2.0
P-3.0
Fixture Count
WC - Men 1:25 Required 1
WC Women 1:20 Required 1
WC Provided as unisex 4
Urinal 1:50 Required 1 Provided 1
Lavatory 1:10 Required 3 Provided 5
One Urinial Provided as non-diabled access
Project info
Occupant Load:
Treatment Areas: 3,297 / 150 = 22
Waiting Rooms: (82 +151) /15 = 16
Lunch Room: 116 /15 = 8
Storage Areas: 1,685 / 500 = 3
Total Load: = 49
Applicable Codes:
2019 California Building Code
2019 California Mechanical Code2013
2019 California Plumbing Code
2019 California Energy Code
2019 Green Building Standards Code
* Note: This is not an OSHPD Licensed Clinic
Accessibility Notes and Details
2155 Verdugo Blvd #614
La Crescenta, CA 91020
818-406-5378
MikeGeragos@gmail.com
1/30/23
Kids & Teens
Medical Group
16 E Huntington Dr
Arcadia 91006
A-1.1
P/GI 2020- 143
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities.. Page 10 of 10
9. When assistive-listening systems are limited to specific areas or seats, such areas or seats shall be within a
50-foot viewing distance of the stage or playing area and shall have a complete view of the stage or playing
area. §11B-219.4
10. Permanently installed assistive-listening systems are required in areas if (1) they have fixed seating and
(2a) they accommodate at least 50 persons or (2b) they have audio-amplification systems, except those
used exclusively for paging and/or background music. §11B-219.2, §11B-219.5
11. Portable assistive-listening systems may serve more than one conference or meeting rooms if an adequate
number of electrical outlets or other supplementary wiring is provided and permanently installed systems are
not required. §11B-219.5
12. Receivers required for use with an assistive listening system shall include a 1/8 inch standard mono jack.
§11B-706.2
13. Receivers required to be hearing aid compatible shall interface with telecoils in hearing aids through the
provision of neck loops. §11B-706.3
14. Assistive listening systems shall be capable of providing a sound pressure level from 110 – 118 dB with a
dynamic range on the volume control of 50 dB. §11B-706.4
15. Signal-to-noise ratio for internally generated noise in assistive listening systems shall be 18 dB minimum.
§11B-706.5
16. Peak clipping shall not exceed 18 dB of clipping relative to the peaks of speech. §11B-706.6
TWO-WAY COMMUNICATION SYSTEMS
17. Two-way communication systems that are provided to gain admittance to a building or facility or to restricted
areas within a building or facility shall provide both audible and visual signals. Handset cords, if provided,
shall be 29 inches long minimum. §11B-230.1, §11B-708
18. Common use or public use system interface of communications systems between a residential dwelling unit
and a site, building, or floor entrance shall include the capability of supporting voice and TTY communication
with the residential dwelling unit interface. §11B-708.4.1
19. Residential dwelling unit system interface of communications systems between a residential dwelling unit
and a site, building, or floor entrance shall include a telephone jack capable of supporting voice and TTY
communication with the common use or public use system interface. §11B-708.4.2
TELEPHONES
20. Where coin-operated public pay telephones, coin less public pay telephones, public closed-circuit
telephones, public courtesy phones, or other types of public telephones are provided, public telephones
shall be provided in accordance with 11B-217 Telephones for each type of public telephone provided. For
purposes of this section, a bank of telephones shall be considered to be two or more adjacent telephones.
§11B-217.1
21. Except drive-up only public telephones, where public telephones are provided, wheelchair accessible
telephones complying with 11B-704.2 shall be provided in accordance with Table 11B-217.2. §11B-217.2
22. All public telephones shall have volume controls complying with 11B-704.3. §11B-217.3
23. TTYs complying with 11B-704.4 shall be provided in accordance with 11B-217.4.
24. Where a bank of telephones in the interior of a building consists of three or more public pay telephones, at
least one public pay telephone at the bank shall be provided with a shelf and an electrical outlet in
accordance with 11B-704.5. §11B-217.5 (See exception)
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO: Various EFFECTIVE: 01-01-2020 DOCUMENT NO: P/BC 2020-143 REVISED:
PREVIOUSLY ISSUED AS: 2017-143
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities..
Page 1 of 10
GENERAL NOTES FOR COMMERCIAL ACCESSIBILITY
NOTE: Code references are to the 2020 edition of the Los Angeles Building Code
The State of California delegates authority to the local jurisdiction to ensure compliance with Title 24,
Part 2 of the California Code of Regulations. The following general notes indicate specific areas of Title
24, Part 2 which are applicable to your project. Please be aware that the owner(s) of the building and
his/her consultants are responsible for compliance with the most current Federal Regulations
contained in the Americans with Disabilities Act (ADA) and Fair Housing Act (FHA). Where the ADA &
FHA requirements exceed those contained in Title 24, Part 2, it is the responsibility of the owners and
their consultants to ensure compliance with the most current ADA & FHA regulations, as the City is not
authorized to review plans or inspect projects for ADA & FHA compliance.
The following, applicable, general notes shall be provided on the plans.
A. APPLICATION AND ADMINISTRATION
1. Public accommodations shall maintain in operable working condition those features of facilities and
equipment that are required to be accessible to and useable by persons with disabilities. Isolated or
temporary interruptions in service or accessibility due to maintenance or repairs shall be permitted. §11B-
108
B. BUILDING BLOCKS
FLOOR OR GROUND SURFACES
1. Floor and ground surfaces shall be stable, firm, and slip resistant. §11B-302.1
2. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion
or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile
texture. Pile height shall be ½ inch maximum. §11B-302.2, Figure 11B-302.2
CHANGES IN LEVEL
3. Vertical changes in level for floor or ground surfaces may be ¼ inch high maximum and without edge
treatment. Changes in level greater than ¼ inch and not exceeding ½ inch in height shall be beveled with a
slope not steeper than 1:2. §11B-303, Figures 11B-303.2 & 11B-303.3
4. Changes in level greater than ½ inch in height shall be ramped and shall comply with the requirements of
11B-405 Ramps or 11B-406 Curb Ramps as applicable. §11B-303
5. Abrupt changes in level exceeding 4 inches in a vertical dimension between walks, sidewalks or other
pedestrian ways and adjacent surfaces or features shall be identified by warning curbs at least 6 inches in
height above the walk or sidewalk surface or by guards or handrails with a guide rail centered 2 inches
minimum and 4 inches maximum above the surface of the walk or sidewalk. These requirements do not
apply between a walk or sidewalk and an adjacent street or driveway. §11B-303.5
TURNING SPACE
6. 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
7. 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
P/GI 2020- 143
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities.. Page 10 of 10
9. When assistive-listening systems are limited to specific areas or seats, such areas or seats shall be within a 50-foot viewing distance of the stage or playing area and shall have a complete view of the stage or playing
area. §11B-219.4
10. Permanently installed assistive-listening systems are required in areas if (1) they have fixed seating and
(2a) they accommodate at least 50 persons or (2b) they have audio-amplification systems, except those
used exclusively for paging and/or background music. §11B-219.2, §11B-219.5
11. Portable assistive-listening systems may serve more than one conference or meeting rooms if an adequate
number of electrical outlets or other supplementary wiring is provided and permanently installed systems are
not required. §11B-219.5
12. Receivers required for use with an assistive listening system shall include a 1/8 inch standard mono jack.
§11B-706.2
13. Receivers required to be hearing aid compatible shall interface with telecoils in hearing aids through the
provision of neck loops. §11B-706.3
14. Assistive listening systems shall be capable of providing a sound pressure level from 110 – 118 dB with a
dynamic range on the volume control of 50 dB. §11B-706.4
15. Signal-to-noise ratio for internally generated noise in assistive listening systems shall be 18 dB minimum.
§11B-706.5
16. Peak clipping shall not exceed 18 dB of clipping relative to the peaks of speech. §11B-706.6
TWO-WAY COMMUNICATION SYSTEMS
17. Two-way communication systems that are provided to gain admittance to a building or facility or to restricted
areas within a building or facility shall provide both audible and visual signals. Handset cords, if provided,
shall be 29 inches long minimum. §11B-230.1, §11B-708
18. Common use or public use system interface of communications systems between a residential dwelling unit
and a site, building, or floor entrance shall include the capability of supporting voice and TTY communication with the residential dwelling unit interface. §11B-708.4.1
19. Residential dwelling unit system interface of communications systems between a residential dwelling unit and a site, building, or floor entrance shall include a telephone jack capable of supporting voice and TTY
communication with the common use or public use system interface. §11B-708.4.2
TELEPHONES
20. Where coin-operated public pay telephones, coin less public pay telephones, public closed-circuit
telephones, public courtesy phones, or other types of public telephones are provided, public telephones
shall be provided in accordance with 11B-217 Telephones for each type of public telephone provided. For
purposes of this section, a bank of telephones shall be considered to be two or more adjacent telephones.
§11B-217.1
21. Except drive-up only public telephones, where public telephones are provided, wheelchair accessible
telephones complying with 11B-704.2 shall be provided in accordance with Table 11B-217.2. §11B-217.2
22. All public telephones shall have volume controls complying with 11B-704.3. §11B-217.3
23. TTYs complying with 11B-704.4 shall be provided in accordance with 11B-217.4.
24. Where a bank of telephones in the interior of a building consists of three or more public pay telephones, at
least one public pay telephone at the bank shall be provided with a shelf and an electrical outlet in
accordance with 11B-704.5. §11B-217.5 (See exception)
P/GI 2020- 143
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to ensure equal access to its programs, services and activities.. Page 9 of 10
c. A circle symbol shall be located at entrances to women’s toilet and bathing facilities and it shall be identified by a circle, ¼ inch thick and 12 inches in diameter. The circle symbol shall contrast with the
door, either light on a dark background or dark on a light background. §11B-703.7.2.6.2
d. A combined circle and triangle symbol shall be located at entrances to unisex toilet and bathing facilities
and it shall be shall be identified by a circle, ¼ inch thick and 12 inches in diameter with a ¼ inch thick
triangle with a vertex pointing upward superimposed on the circle and within the 12-inch diameter. The
triangle symbol shall contrast with the circle symbol, either light on a dark background or dark on a light
background. The circle symbol shall contrast with the door, either light on a dark background or dark on a
light background. §11B-703.7.2.6.3
WASHING MACHINE AND CLOTHES DRYERS
23. Washing machines and clothes dryer’s operable parts must comply with Section 11B-309 Operable Parts.
§11B-611.3
24. Top loading machines shall have the door to the laundry compartment located 36 inches maximum above
the finish floor. Front loading machines shall have the bottom of the opening to the laundry compartment
located 15 inches minim and 36 inches maximum above the finish floor. §11B-611.4
F. COMMUNICATION ELEMENTS AND FEATURES
FIRE ALARM SYSTEMS
1. Where fire alarm systems and carbon monoxide alarm systems provide audible alarm coverage, alarms shall comply with 11B-215 Fire Alarm Systems. §11B-215.1 (See exception)
2. Alarms in public use areas and common use areas shall comply with 702 Chapter 9, Section 907.5.2.3.1. §11B-215.2
3. Where employee work areas have audible alarm coverage, the wiring system shall be designed so that visible alarms complying with 702 Chapter 9, Section 907.5.2.3.2 can be integrated into the alarm system.
§11B-215.3
4. Fire alarm systems shall have permanently installed audible and visible alarms complying with NFPA 72
(1999 or 2002 edition) (incorporated by reference, see “Referenced Standards” in Chapter 1), except that
the maximum allowable sound level of audible notification appliances complying with section 4-3.2.1 of
NFPA 72 (1999 edition) shall have a sound level no more than 110 dB at the minimum hearing distance
from the audible appliance. In addition, alarms in guest rooms required to provide communication features
shall comply with sections 4-3 and 4-4 of NFPA 72 (1999 edition) or sections 7.4 and 7.5 of NFPA 72 (2002
edition), and Chapter 9, Sections 907.5.2.1 and 907.5.2.3. §11B-702.1
ASSISTIVE LISTENING SYSTEMS
5. Assistive listening systems shall be provided in assembly areas, including conference and meeting rooms,
used for the purpose of entertainment, educational or civic gatherings, or similar purposes. §202, §11B-
219.2
Note: Assembly areas include, but are not limited to, classrooms, lecture halls, courtrooms, public meeting
rooms, public hearing rooms, legislative chambers, motion picture houses, auditoria, theaters, playhouses, dinner theaters, concert halls, centers for the performing arts, amphitheaters, arenas, stadiums,
grandstands, or convention centers. §202, §11B-219.2
6. Assistive listening system shall provide an amplification system utilizing transmitters, receivers, and coupling
devices to bypass the acoustical space between a sound source and a listener by means of induction loop,
radio frequency, infrared, or direct-wired equipment. §202
7. Where a building contains more than one assembly area under one management, the total number of
required receivers may be calculated using the total number of seats in the assembly areas provided that all
receivers are usable with all systems. §11B-219.3 (See exception)
8. Twenty-five percent minimum of receivers provided for assistive listening systems, but no fewer than two,
shall be hearing-aid compatible except when all seats in an assembly area are served by means of an
induction loop. §11B-219.3
P/GI 2020- 143
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15. Sanitary napkin disposal units, if provided, shall comply with Section 11B-309.4 and shall be wall mounted
and located on the sidewall between the rear wall of the toilet and the toilet paper dispenser, adjacent to the
toilet paper dispenser. The disposal unit shall be located below the grab bar with the opening of the disposal
unit 19 inches minimum (483 mm) above the finish floor. §11B-604.7.2
16. 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
17. 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 maximum height of 44 inches
above the finish floor. §11B-605.4
18. 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
19. 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
20. 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. 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. 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. 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. 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. 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
21. Pictograms shall comply with the following:
a. Pictograms shall have a field height of 6 inches minimum. Characters and Braille shall not be located in
the pictogram field. §11B-703.6.1
b. Pictograms and their field shall have a non-glare finish. Pictograms shall contrast with their field with
either a light pictogram on a dark field or a dark pictogram on a light field. §11B-703.6.2
c. Pictograms shall have text descriptors located directly below the pictogram field. Text descriptors shall
comply with 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.4 Installation Height and
Location. §11B-703.6.3
d. The installation height and location of Pictogram signs shall be per §11B-703.4.1.
22. Symbols shall comply with the following:
a. Doorways leading to toilet rooms and bathing rooms shall be identified by a geometric symbol complying
with 11B-703.7.2.6 Toilet and Bathing Facilities Geometric Symbols. The symbol shall be mounted at 58
inches minimum and 60 inches maximum above the finish floor or ground surface measured from the
centerline of the symbol. Where a door is provided, the symbol shall be mounted within 1 inch of the vertical centerline of the door. §11B-703.7.2.6 (See exception)
b. A triangle symbol shall be located at entrances to men’s toilet and bathing facilities and it shall be identified by an equilateral triangle, ¼ inch thick with edges 12 inches long and a vertex pointing upward.
The triangle symbol shall contrast with the door, either light on a dark background or dark on a light background. §11B-703.7.2.6.1
P/GI 2020- 143
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E. PLUMBING FIXTURES AND FACILITIES
DRINKING FOUNTAINS
1. Drinking fountains shall comply with Sections 11B-307 Protruding Objects and 11B-602 General
Requirements. §11B-602.1
2. Units shall have a clear floor or ground space complying with Section 11B-305 Clear Floor or Ground Space
positioned for a forward approach and centered on the unit. Knee and toe clearance complying with Section
11B-306 Knee and Toe Clearance shall be provided. §11B-602.2
3. Spout outlets shall be 36 inches maximum above the finish floor or ground. §11B-602.4
4. The spout shall be located 15 inches minimum from the vertical support and 5 inches maximum from the
front edge of the unit, including bumpers. §11B-602.5
5. The spout shall provide a flow of water 4 inches high minimum and shall be located 5 inches maximum from
the front of the unit. The angle of the water stream shall be measured horizontally relative to the front face of the unit. Where spouts are located less than 3 inches from the front of the unit, the angle of the water
stream shall be 30 degrees maximum. Where spouts are located between 3 inches and 5 inches maximum from the front of the unit, the angle of the water stream shall be 15 degrees maximum. §11B-602.6
6. Spout outlets of drinking fountains for standing persons shall be 38 inches minimum and 43 inches
maximum above the finish floor or ground. §11B-602.7
7. Wall and post-mounted cantilevered drinking fountains shall be 18 inches minimum and 19 inches maximum
in depth. §11B-602.8
8. All drinking fountains shall either be located completely within alcoves, positioned completely between wing
walls, or otherwise positioned so as not to encroach into pedestrian ways. The protected area within such a
drinking fountain is located shall be 32 inches wide minimum and 18 inches deep minimum, and shall
comply with Section 11B-305.7 Maneuvering Clearance. When used, wing walls or barriers shall protect
horizontally at least as far as the drinking fountain and to within 6 inches vertically from the floor or ground
surface. §11B-602.9
TOILET AND BATHING ROOM CLEARANCES
9. Doors to unisex toilet rooms and unisex bathing rooms shall have privacy latches. §11B-213.2.1
10. 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
11. Coat hooks shall be located within one of the reach ranges specified in Section 11B-308. Shelves shall be
located 40 inches 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
12. 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 (See exception) §11B-603.5
WATER CLOSETS AND TOILET COMPARTMENTS
13. 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
14. 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
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include a raised five pointed star located to the left of the identifying floor level. The outside diameter of the
star shall be the same as the height of the raised characters. §11B-504.8
CURB RAMPS, BLENDED TRANSITIONS AND ISLANDS
49. Perpendicular ramp runs shall have a running slope not steeper than 1:12 (8.33%). §11B-406.2.1
50. For perpendicular ramps, where provided, curb ramp flares shall not be steeper than 1:10. §11B-406.2,
Figure 11B-406.2.2
51. 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
52. 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
53. Blended transition ramps hall have a running slope not steeper than 1:20 (5%). §11B-406.4.1
54. 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
55. 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
56. 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
57. 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
58. The cross slope of curb ramps and blended transitions shall be 1:48 (2.083%) maximum. §11B-406.5.7
59. 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
60. 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
61. Curb ramps and blended transitions shall have detectable warnings complying with 11B-705 Detectable
Warnings. §11B-406.5.12
62. 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
D. 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.
3. Where Electric vehicle charging stations (EVCS) are provided, they shall comply with Section 11B-812 as required by
Section 11B-228.3.
4. EVCS complying with Section 11B-812 that serve a particular building or facility shall be located on an accessible route
to an entrance complying with Section 11B-206.4. Where EVCS do not serve a particular building or facility, EVCS
complying with Section 11B-812 shall be located on an accessible route to an accessible pedestrian entrance of the EV
charging facility.
P/GI 2020- 143
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33. Clearance between handrail gripping surfaces and adjacent surfaces shall be 1½ inches minimum.
Handrails may be located in a recess if the recess is 3 inches maximum deep and 18 inches minimum clear
above the top of the handrail. §11B-505.5
34. Handrail gripping surfaces shall be continuous along their length and shall not be obstructed along their tops
or sides. The bottoms of handrail gripping surfaces shall not be obstructed for more than 20 percent of their
length. Where provided, horizontal projections shall occur 1½ inches minimum below the bottom of the
handrail-gripping surface. §11B-505.6
35. Handrail gripping surfaces with a circular cross section shall have an outside diameter of 1¼ inches
minimum and 2 inches maximum. §11B-505.7.1
36. Handrail gripping surfaces with a non-circular cross section shall have a perimeter dimension of 4 inches
minimum and 6¼ inches maximum, and a cross-section dimension of 2¼ inches maximum. §11B-505.7.2
37. Handrail gripping surfaces shall extend beyond and in the same direction of stair flights and ramp runs in
accordance with Section 11B-505.10 Handrail Extensions. §11B-505.10
38. Ramp handrails shall extend horizontally above the landing for 12 inches minimum beyond the top and
bottom of ramp runs. Extensions shall return to a wall, guard, or the landing surface, or shall be continuous to the handrail of an adjacent ramp run. §11B-505.10.1
39. At the top of a stair flight, handrails shall extend horizontally above the landing for 12 inches minimum beginning directly above the first riser nosing. Extensions shall return to a wall, guard, or the landing
surface, or shall be continuous to the handrail of an adjacent stair flight. §11B-505.10.2
40. At the bottom of a stair flight, handrails shall extend at the slope of the stair flight for a horizontal distance
equal to one tread depth beyond the last riser nosing. The horizontal extension of a handrail shall be 12
inches long minimum and a height equal to that of the sloping portion of the handrail as measured above the
stair nosings. Extension shall return to a wall, guard, or the landing surface, or shall be continuous to the
handrail of an adjacent stair flight. §11B-505.10.3
STAIRWAYS
41. A stair is defined as a change in elevation, consisting of one or more risers. §11B-202
42. All steps on a flight of stairs shall have uniform riser heights and uniform tread depths. Risers shall be 4
inches high minimum and 7 inches high maximum. Treads shall be 11 inches deep minimum. Curved
stairways with winder treads are permitted at stairs which are not part of a required means of egress. (See
exception) §11B-504.2
43. Open risers are not permitted. §11B-504.3 (See exceptions)
44. Interior stairs shall have the upper approach and lower tread marked by a stripe providing clear visual contrast. Exterior stairs shall have the upper approach and all treads marked by a stripe providing clear
visual contrast. The stripe shall be a minimum of 2 inches wide to a maximum of 4 inches wide placed parallel to, and not more than 1 inch from, the nose of the step or upper approach. The stripe shall extend
the full width of the step or upper approach and shall be of material that is at least as slip resistant as the
other treads of the stair. A painted stripe shall be acceptable. Grooves shall not be used to satisfy this
requirement. §11B-504.4.1
45. The radius of curvature at the leading edge of the tread shall be ½ inch maximum. Nosings that project
beyond risers shall have the underside of the leading edge curved or beveled. Risers shall be permitted to
slope under the tread at an angle of 30 degrees maximum from vertical. The permitted projection of the
nosing shall extend 1¼ inches maximum over the tread below. §11B-504.5 (See exception for existing
buildings)
46. Stairs shall have handrails complying with Section 11B-505 Handrails. §11B-504.6
47. Stair treads and landings subject to wet conditions shall be designed to prevent the accumulation of water.
§11B-504.7
48. Floor identification signs required by Chapter 10, Section 1022.9 complying with Sections 11B-703.1 Signs
General, 11B-703.2 Raised Characters, 11B-703.3 Braille and 11B-703.5 Visual Characters shall be located
at the landing of each floor level, placed adjacent to the door on the latch side, in all enclosed stairways in buildings two or more stories in height to identify the floor level. At the exit discharge level, the sign shall
P/GI 2020- 143
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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
11. 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.
12. 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
13. Ramp runs shall have a running slope not steeper than 1:12 (8.33%). §11B-405.2
14. Cross slope of ramp runs shall not be steeper than 1:48 (2.083%). §11B-405.3
15. 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
16. The clear width of a ramp run shall be 48 inches minimum. §11B-405.5
17. The rise for any ramp run shall be 30 inches maximum. §11B-405.6
18. Ramps shall have landings at the top and the bottom of each ramp run. §11B-405.7
19. Landings shall comply with 11B-302 Floor or Ground Surfaces. Changes in level are not permitted. §11B-
405.7.1
20. The landing clear width shall be at least as wide as the widest ramp run leading to the landing. §11B-
405.7.2
21. Top landings shall be 60 inches wide minimum. §11B-405.7.2.1
22. The landing clear length shall be 60 inches long minimum. §11B-405.7.3
23. Bottom landings shall extend 72 inches minimum in the direction of ramp run. §11B-405.7.3.1
24. 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
25. 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
26. Ramp runs shall have compliant handrails per 11B-505 Handrails. §11B-405.8
27. 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)
28. A curb 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
29. Landings subject to wet conditions shall be designed to prevent the accumulation of water. §11B-405.10
HANDRAILS
30. Handrails shall be provided on both sides of stairs and ramps. §11B-505.2
31. Handrails shall be continuous within the full length of each stair flight or ramp run. Inside handrails on
switchback or dogleg stairs and ramps shall be continuous between flights or runs. §11B-505.3
32. Top of gripping surfaces of handrails shall be 34 inches minimum and 38 inches maximum vertically above
walking surfaces, stair nosings, and ramp surfaces. Handrails shall be at a consistent height above walking
surfaces, stair nosings, and ramp surfaces. §11B-505.4
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24. High side reach shall be 46 inches maximum above the finish floor or ground where the high side reach is
over an obstruction more than 10 inches but not more than 24 inches in depth. §11B-308.3.2, Figure 11B-
308.3.2
25. Obstructions for high side reach shall not exceed 34 inches in height and 24 inches in depth. §11B-308.3.2,
Figure 11B-308.3.2
26. Obstructed high side reach for the top of washing machines and clothes dryers shall be permitted to be 36
inches maximum above the finish floor. §11B-308.3.2
27. Obstructed high side reach for the operable parts of fuel dispensers shall be permitted to be 54 inches
maximum measured from the surface of the vehicular way where fuel dispensers are installed on existing
curbs. §11B-308.3.2
OPERABLE PARTS
28. Operable parts shall be operable with one hand and shall not require tight grasping, pinching, or twisting of
the wrist. Force required to activate operable parts shall be 5 pounds maximum. §11B-309.4
C. ACCESSIBLE ROUTES
DETECTABLE WARNINGS AND DETECTABLE DIRECTIONAL TEXTURE
1. Detectable warning surfaces shall be yellow and approximate FS 33538 of Federal Standard 595C. §11B-
705.1.1.3.1
2. Detectable warning surfaces shall provide a 70 percent minimum visual contrast with adjacent walking
surfaces. Contrast in percent shall be determined by:
Contrast percent = [(B1-B2)/B1] x 100 where
B1 = light reflectance value (LRV) of the lighter area and
B2 = light reflectance value (LRV) of the darker area
§11B-705.1.1.3.2 (See exception)
DOORS, DOORWAYS, AND GATES
3. Doors, doorways, and gates providing user passage shall be provided in accordance with 11B-206.5 Doors,
Doorways, and Gates. §11B-206.5
4. Doors, doorways and gates that are part of an accessible route shall comply with 11B-404 Doors,
Doorways, and Gates. §11B-404.1
5. 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
6. Swinging doors and gates shall have maneuvering clearances complying with Table 11B-404.2.4.1. §11B-
404.2.4.1
7. 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
8. 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
9. Thresholds, if provided at doorways, shall be ½ 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
10. 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
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Page 2 of 10
KNEE AND TOE CLEARANCE
8. 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
9. 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
10. 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)
11. 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
PROTRUDING OBJECTS
12. Except for handrails, objects with leading edges more than 27 inches and less than 80 inches above the
finish floor or ground shall protrude no more than 4 inches horizontally into the circulation path. Handrails may protrude 4½ inches maximum. §11B-307.2, Figure 11B-307.2
13. Freestanding objects mounted on posts or pylons shall overhang circulation paths no more than 12 inches when located from 27 to 80 inches above the finish floor or ground. §11B-307.3, Figure 11B-307.3(a)
14. Protruding objects shall not reduce the clear width required for accessible routes. §11B-307.5
15. Lowest edge of a sign or other obstruction, when mounted between posts or pylons separated with a clear
distance greater than 12 inches, shall be less than 27 inches or more than 80 inches above the finish floor
or ground. §11B-307.3, Figure 11B-307.3(b)
16. Vertical clearance shall be at least 80 inches high on circulation paths except at door closers and door
stops, which may be 78 inches minimum above the finish floor or ground. §11B-307.4
17. Guardrails or other barriers with a leading edge located 27 inches maximum above the finish floor or ground
shall be provided where the vertical clearance on circulation paths is less than 80 inches high. §11B-307.4,
Figure 11B-307.4
18. Where a guy support is used within either the width of a circulation path or 24 inches maximum outside of a
circulation path, a vertical guy brace, sidewalk guy or similar device shall be used to prevent a hazard or an
overhead obstruction. §11B-307.4.1, Figure 11B-307.4.1
REACH RANGES
19. Electrical controls and switches intended to be used by the occupant of a room or area to control lighting
and receptacle outlets, appliances or cooling, heating and ventilating equipment shall be located within
allowable reach ranges. Low reach shall be measured to the bottom of the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.1
20. Electrical receptacle outlets on branch circuits of 30 amperes or less and communication system receptacles shall be located within allowable reach ranges. Low reach shall be measured to the bottom of
the outlet box and high reach shall be measured to the top of the outlet box. §11B-308.1.2.
21. High forward reach that is unobstructed shall be 48 inches maximum and the low forward reach shall be 15
inches minimum above the finish floor or ground. §11B-308.2.1, Figure 11B-308.2.1
22. High forward reach shall be 48 inches maximum where the reach depth is 20 inches or less and 44 inches
maximum where the reach depth exceeds 20 inches. High forward reach shall not exceed 25 inches in
depth. §11B-308.2.2, Figure 11B-308.2.2
23. High side reach shall be 48 inches maximum and the low side reach shall be 15 inches minimum above the
finish floor where the side reach is unobstructed or the depth of any obstruction does not exceed 10 inches.
§11B-308.3.1, Figure 11B-308.3.1
INFORMATION BULLETIN / PUBLIC - BUILDING CODE REFERENCE NO: Various EFFECTIVE: 01-01-2020 DOCUMENT NO: P/BC 2020-143 REVISED: PREVIOUSLY ISSUED AS: 2017-143
As a covered entity under Title II of the Americans with Disabilities Act, the City of Los Angeles does not discriminate on the basis of disability and, upon request, will provide reasonable accommodation to
ensure equal access to its programs, services and activities.. Page 1 of 10
GENERAL NOTES FOR COMMERCIAL ACCESSIBILITY NOTE: Code references are to the 2020 edition of the Los Angeles Building Code The State of California delegates authority to the local jurisdiction to ensure compliance with Title 24, Part 2 of the California Code of Regulations. The following general notes indicate specific areas of Title 24, Part 2 which are applicable to your project. Please be aware that the owner(s) of the building and his/her consultants are responsible for compliance with the most current Federal Regulations
contained in the Americans with Disabilities Act (ADA) and Fair Housing Act (FHA). Where the ADA &
FHA requirements exceed those contained in Title 24, Part 2, it is the responsibility of the owners and
their consultants to ensure compliance with the most current ADA & FHA regulations, as the City is not
authorized to review plans or inspect projects for ADA & FHA compliance.
The following, applicable, general notes shall be provided on the plans.
A. APPLICATION AND ADMINISTRATION
1. Public accommodations shall maintain in operable working condition those features of facilities and
equipment that are required to be accessible to and useable by persons with disabilities. Isolated or
temporary interruptions in service or accessibility due to maintenance or repairs shall be permitted. §11B-
108
B. BUILDING BLOCKS
FLOOR OR GROUND SURFACES
1. Floor and ground surfaces shall be stable, firm, and slip resistant. §11B-302.1
2. Carpet or carpet tile shall be securely attached and shall have a firm cushion, pad, or backing or no cushion
or pad. Carpet or carpet tile shall have a level loop, textured loop, level cut pile, or level cut/uncut pile
texture. Pile height shall be ½ inch maximum. §11B-302.2, Figure 11B-302.2
CHANGES IN LEVEL
3. Vertical changes in level for floor or ground surfaces may be ¼ inch high maximum and without edge
treatment. Changes in level greater than ¼ inch and not exceeding ½ inch in height shall be beveled with a
slope not steeper than 1:2. §11B-303, Figures 11B-303.2 & 11B-303.3
4. Changes in level greater than ½ inch in height shall be ramped and shall comply with the requirements of
11B-405 Ramps or 11B-406 Curb Ramps as applicable. §11B-303
5. Abrupt changes in level exceeding 4 inches in a vertical dimension between walks, sidewalks or other
pedestrian ways and adjacent surfaces or features shall be identified by warning curbs at least 6 inches in
height above the walk or sidewalk surface or by guards or handrails with a guide rail centered 2 inches
minimum and 4 inches maximum above the surface of the walk or sidewalk. These requirements do not
apply between a walk or sidewalk and an adjacent street or driveway. §11B-303.5
TURNING SPACE
6. 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
7. 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
2155 Verdugo Blvd #614
La Crescenta, CA 91020
818-406-5378
MikeGeragos@gmail.com
1/30/23
Kids & Teens
Medical Group
16 E Huntington Dr
Arcadia 91006
A-2
1,685 sq ft
116 sq ft
A-2
3
A-2
3
A-2
3
A-2
3
A-2
3
Existing Wall to Remain
New Unit Demising Wall / 5/8" Type X GB Floor to Roof Sheathing
New Wall: 2X4 @16" o.c. w/ 9'-0" Plate / 5/8" G.B.
Existing CMU Wall to Remain
15'-111/2"
51/2"
12'-8"
19'-7"
18'-3"24'-31/2"13'-8"15'-7"27'-1"
5"9'5"9'5"9'5"9'5"15'-11"5"8'-7"5"9'5"7'-91/2"
6'-91/2"9'3'-8"3'-31/2"5"7'-53/4"5"7'-103/4"5"9'5"9'5"9'-6"5"10'5"12'-13/4"5"7'-91/2"
10'-6"
24" min
18"
24" min
3'-3"18"
13'-8"15'-7"48'-21/2"
24" min
3'-3"
18"
48" Min
48" Min
12"
Min
48" MIn
18"
18"
18"
1'
1'1'-6"
48" Min
18" min
18"
18"
18"
18"
18"18"
1'-6"
1,685 sq ft
3,297 sq ft
82 sq ft
151 sq ft
H/C Counter @ 34"w/11" knee SpaceMin 36" Wide
Switch
DoorSwing
Switch
DoorSwing
Wheelchair
Location
WheelchairLocation
Demo Walls
2x6 @ 16"oc to roof structure
5/8" Type "X Both sides for 1-Hr Enclosure
Urinal
AfÀ[,QW$FcHVsLELOLW\6\PERO
Mounted at this entrance
60" x 48"
Level Landing
60" x 48"
Level Landing
5%
slope
Ramp
60" x 48"
Level Landing
60" x 48"
Maneuver
Area
60" x 48"
Maneuver
Area
60" x 48"
Maneuver
Area
60" x 48"
Maneuver
Area
30" x 48"
Maneuver
Area @ Sink
60" x 48"
Maneuver
Area
Legend
1/4" = 1'-0"NORTH Clinic Plan
Sick Triage
Sick
Waiting
Well
Waiting
Nurse
Station
Exam-1Exam-2Exam-3Exam-4Exam-5
Exam-6 Exam-7 Exam-8
LabDr Office-1 Dr Office-2
Employee Lunch Rm
Reception
Storage
Well Triage
Rest
Rm-1
Rest
Rm-260" Cle ar Circl e
5 ACHExhaustFan
6 0 " Cl e a r C ircl e
5 ACHExhaustFan
Rest Rm-3
Rest
Rm-4
Rest
Rm-2
5 ACH
Exhaust
Fan
36"
24"
36"
24"
Storage
No Closer
Tactile
Exit Sign
Tactile
Exit Sign
TactileExit RouteSign
TactileExit RouteSign
Tactile
Exit Route
Sign
Tactile
Exit Sign
on Door
Unisex
Toilet
Sign
UnisexToilet Sign
Unisex
Toilet
Sign
Unisex
Toilet
Sign
Non Accessible Stall
Non-Accessible
Toilet
Sign
SYM
1
DOOR SCHEDULE
LOCKSETCOREJAMB
3-0 x 7-0 Solid Timely Privacy
w/ Lever Hwdre
SIZE
ft.- in. x ft.-in.
REMARKS
Self Closer Where Noted
1
1
1
1
1
1 1 1 1
1 1
1
1
11111111
1
1
SelfCloser
SelfCloser
SelfCloser
SelfCloser
SelfCloser
Exam
Table
36" Wide
Clear
Space
Exam
Table
36" Wide
Clear
Space
Exam
Table
36" Wide
Clear
Space
Exam
Table
36" Wide
Clear
Space
Exam
Table
36" Wide
Clear
Space
Exam
Table
36" Wide
Clear
Space
Exam
Table
36" Wide
Clear
Space
Exam
Table
36" Wide
Clear
Space
Exam
Table
36" Wide
Clear
SpaceExam
Table
36" Wide
Clear
Space
30" x42"Wheel ChairSpace
30" x42"Wheel ChairSpace
30" x42"Wheel ChairSpace
30" x42"Wheel ChairSpace
Existing Wall to Remain
Existing CMU Wall to Remain
New Wall: 2X4 @16" o.c. w/ 9'-0" Plate / 5/8" G.B.
98'-101/2"
25'-2"17'-41/2"13'-8"15'-7"19'-4"7'-9"
8"
16'-21/4"
16'-31/2"
16'-21/4"
8"
Demo Interior Storefront
Demo Walls
ExteriorStorefrontto Remain
Demo Walls
RestRm-1
RestRm-2
RestRm-3
RestRm-4
Legend
1/8" = 1'-0"NORTH Demo Plan
2155 Verdugo Blvd #614
La Crescenta, CA 91020
818-406-5378
MikeGeragos@gmail.com
1/30/23
Kids & Teens
Medical Group
16 E Huntington Dr
Arcadia 91006
A-3
116 sq ft
Exit Signage:
Hard Wired / Battery Backup
Phone / Data Box
HVAC Register
24" x 24" 2- Tube LED Flourescent
30 Watt per Fixture
6" Recessed Flourescent
Light Switch w/ Occ Sensor
82 sq ft
151 sq ft
Exit
Direction
Noted
Demo Walls
2x6 @ 16"oc to roof structure
5/8" Type "X Both sides for 1-Hr Enclosure
1/4" = 1'-0"
NORTH Reflected Ceiling Plan
Legend
Exit
Sign
Sick Triage
Sick
Waiting
Well
Waiting
Nurse
Station
Exam-1Exam-2Exam-3Exam-4Exam-5
Exam-6 Exam-7 Exam-8
LabDr Office-1 Dr Office-2
Employee Lunch Rm
Reception
Storage
Well Triage
Rest
Rm-1
Rest
Rm-2
Rest Rm-3
Rest
Rm-4
Rest
Rm-2
Exit
Sign
Exit
Sign
Exit
Sign
Exit
Sign
Exit
Sign
T- Bar Ceiling Materials
USG Donn Ceiling Grids
DXL 216 Cross Tee
DXL 26 Mian Tee
LA Research Report - RR 25764
ESR-1222
Tiles: Usg 2110 radar 2x2
T-Bar Ceiling Details
2155 Verdugo Blvd #614
La Crescenta, CA 91020
818-406-5378
MikeGeragos@gmail.com
1/30/23
Kids & Teens
Medical Group
16 E Huntington Dr
Arcadia 91006
S-1
116 sq ft
S-2
3
S-2
3
S-2
3
S-2
3
S-2
3
S-2
1
S-2
1
S-2
1
S-2
1
S-2
1
S-2
1
S-2
1
S-2
2
S-2
2
S-2
2
S-2
4
Existing Wall to Remain
New Unit Demising Wall / 5/8" Type X GB Floor to Roof Sheathing
New Wall: 2X4 @16" o.c. w/ 9'-0" Plate / 5/8" G.B.
Existing CMU Wall to Remain
15'-111/2"
51/2"
12'-8"
19'-7"
18'-3"24'-31/2"13'-8"15'-7"27'-1"
5"9'5"9'5"9'5"9'5"15'-11"5"8'-7"5"9'5"7'-91/2"
6'-91/2"9'3'-8"3'-31/2"5"7'-53/4"5"7'-103/4"5"9'5"9'5"9'-6"5"10'5"12'-13/4"5"7'-91/2"
10'-6"
24" min
18"
24" min
3'-3"18"
13'-8"15'-7"48'-21/2"
24" min
3'-3"
18"
48" Min
48" Min
12"
Min
48" MIn
18"
18"
18"
1'
1'1'-6"
48" Min
18" min
18"
18"
18"
18"
18"18"
1'-6"
82 sq ft
151 sq ft
4 "x 4 "x 1 /4 " T S C o l
C C C a p Demo Walls
2x6 @ 16"oc to roof structure
5/8" Type "X Both sides for 1-Hr Enclosure
4 "x 4 "x 1 /4 " T S C ol
C C C a p 4 "x 4 "x 1 /4 " T S C ol
C C C a p 4 "x 4 "x 1 /4 " T S C ol
C C C a p
4"x4"x1/4" TS Col
CC Cap
New Roof Ladder
See Detail
6 0 " Cle a r Circl e
5 ACHExhaustFan
6 0 " Cl e a r C ircl e
5 ACHExhaustFan
5 ACH
Exhaust
Fan
6.75" x15" GLB Cont (B-1)6.75" x15" GLB Cont (B-1)6.75" x15" GLB Cont (B-1)6.75" x15" GLB Cont (B-1)6.75" x15"
GLB Cont (B-1)
Cant
Legend
1/4" = 1'-0"NORTH Framing Plan
TypTyp
Typ
Typ
Typ
Typ
TypTypTypTyp
Tactile
Exit Sign
Tactile
Exit Sign
TactileExit RouteSign
TactileExit RouteSign
Tactile
Exit Route
Sign
Tactile
Exit Sign
on Door
Unisex
Toilet
Sign
UnisexToilet Sign
Unisex
Toilet
Sign
Unisex
Toilet
Sign
Non Accessible Stall
Non-Accessible
Toilet
Sign
Note:
Existing walls modiÀHGRUUHPRYHGDUHDQRW
Lateral Resisting Shear Wall Elements
116 sq ft
S-2
3
S-2
3
S-2
3
S-2
3
S-2
3
25'-2"17'-41/2"13'-8"15'-7"19'-4"7'-9"
16'-101/4"
16'-101/4"
16'-2"
151 sq ft
4"x4"x1/4" TS Col
CC Cap
30"x30"x24"d Ftg
5-#5 Each Way
4"x4"x1/4" TS Col
CC Cap
42"x42"x24"d Ftg
8-#5 Each Way
4"x4"x1/4" TS Col
CC Cap
42"x42"x24"d Ftg
8-#5 Each Way
4"x4"x1/4" TS Col
CC Cap
42"x42"x24"d Ftg
8-#5 Each Way
4"x4"x1/4" TS ColCC Cap
30"x30"x24"d Ftg5-#5 Each Way
(E) Ftg
(E) Ftg
(E) Ftg
1/4" = 1'-0"NORTH Foundation Plan
2155 Verdugo Blvd #614
La Crescenta, CA 91020
818-406-5378
MikeGeragos@gmail.com
1/30/23
Kids & Teens
Medical Group
16 E Huntington Dr
Arcadia 91006
S-2
9'-0" Ceiling Braced Height
9'-0" Ceiling
12'-0" Height
Overall non-bearing Height
5/8" GB Each Face
2x4 Stud @ 16" oc
See Plan
2x4 Brace @ 48"oc
2-16d Ea End
(E) Floor Structure
(N) Suspended Ceiling
(E) Plaster Ceiling
5/8" Type "X"
GB Each Face
For 1hr Separation
Non-Bearing studs:
2x6 Stud @ 16" oc
See Plan
Hilti 3/8" Exp. Bolt @ 48"oc
ICC#: ELC-4266
2x4 Pressure Treated Sill
(E) Floor Structure
(N) Suspended Ceiling
Extend Type"X" GB
to roof sheathing(E) CJ
(E) Ftg
2-16d
Ea End
Hilti 3/8" Exp. Bolt @ 48"oc
ICC#: ELC-4266
2x4 Pressure Treated Sill
Typical Non-Bearing Partition Wall11/2"=1'-0'
Typical Demising Wall21/2"=1'-0'
All stud heights and spacings to conform to Chapter 23 Table 2308.5.1
3" Clear
2'
See Plan
14"x14"x1/2" Plate
3/8' Full Weld
(4) 5/8" x 18" AB
Reinf Steel
See Found Plan
Steel Column - Se Detail
Grout Below BP after install
(E) Cont Ftg
Full Pen Weld
Welded CC Cap
GLB Per Plan
Add 2x Blocking
A-35 @ 24"oc
Steel Post / Wood Beam Detail3
(E) Conc Slab
(E) Structure
(N) Structure
(E) CJ (E) CJ
(E) RR
(E) RR
ROUND OFF TOP CORNERS
3/4"Ø GRAB BAR
3'-6"
4"
12" MAX.
12" MAX.
EQ.
EQ.
EQ.
SIDE FRONT
1'-8"
3" CLEAR
2"x 5/8" BENT STRAP SUPPORT
WELD TO STRINGER @ 5'-0"O.C. MAX.
SECURE TO CONCRETE OR MASONRY
w/ 5/8"Ø EXPANSION BOLTS- 3" Embed
2"x 5/8" STL. STRINGERS
PUNCHED FOR 3/4Ø STL.
RUNGS @ 14" O.C. MAX.
PLUG WELD & GRIND SMOOTH
EXTEND LADDER TO FLOOR
FASTEN w/BENT STRAP SIM. TO WALL
2"x 5/8" BENT STRAP SUPPORT
WELD TO STRINGER @ 5'-0"O.C. MAX.
SECURE TO CONCRETE OR MASONRY
w/ 5/8"Ø EXPANSION BOLTS- 3" Embed
10'-0"10'-0"
Around Corner
Provide 42"h Guardrail
on both sides of Roof Ladder
Roof Ladder Detail41/2"=1'-0'
ELECTRICAL NOTES SCALE
N.T.S.15
ELECTRICAL GENERAL NOTES:
1. DO NOT SCALE THESE DRAWINGS; REFER TO LARGEST SCALE ARCHITECTURAL PLANS.
2. THESE DRAWINGS ARE DIAGRAMMATIC ONLY AND ARE NOT INTENDED TO SHOW
MINOR DETAILS AND EXACT LOCATIONS. DESIGN ADJUSTMENTS SHALL BE ANTICIPATED BY
THE CONTRACTOR TO PROVIDE A COMPLETE AND OPERATIONAL SYSTEM.
3. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH CEC/NFPA 70.
CONTRACTOR SHALL NOTIFY ENGINEER REGARDING ANY CODE DISCREPANCIES SHOWN
ON PLAN. ANY PERMIT OR INSPECTION FEES ARE THE RESPONSIBILITY OF THE ELECTRICAL
CONTRACTOR.
4. CONTRACTOR SHALL INSTALL GROUND AND BOND SYSTEM PER CEC.
5. CONTRACTOR SHALL COORDINATE TELEPHONE AND DATA OUTLETS REQUIRED WITH
OWNER PRIOR TO GYP BOARD BEING INSTALLED.
6. CONDUCTORS SHALL BE TYPE THHN, THWN, OR THW. BRANCH CIRCUIT CONDUCTORS
SHALL NOT BE SMALLER THAN #12 AWG IN 3/4"C EXCEPT WHERE SPECIFICALLY NOTED
OTHERWISE. HOME RUNS ORIGINATING MORE THAN 80' AT 120V FROM PANEL LOCATION
SHALL BE #10 AWG MINIMUM. WIRE #10 AWG AND SMALLER SHALL BE SOLID; WIRES #8 AWG
AND LARGER SHALL BE STRANDED. PROVISIONS OF WIRE COLOR CODE SECTION OF CEC
SHALL BE STRICTLY COMPLIED WITH AND BE CONSISTENT THROUGHOUT ENTIRE SYSTEM.
7. ALL CIRCUITS SHALL BE PROVIDED WITH AN INSULATED EQUIPMENT GROUND
CONDUCTOR SIZED IN ACCORDANCE WITH CEC. RACEWAY SHALL NOT BE USED AS
EQUIPMENT GROUND.
8. IN ADDITION TO MECHANICAL FASTENING TO CEILING TRACK, SUPPORT LIGHT
FIXTURES AT EACH CORNER INDEPENDENTLY OF SUSPENDED CEILING WITH 12 GAUGE
WIRE. CONNECT TO STRUCTURAL SYSTEM OF BUILDING. INSTALLATION SHALL MEET OR
EXCEED SEISMIC REQUIREMENTS OF LOCAL AND NATIONAL CODES.
9. ALL CONDUIT SHALL BE CONCEALED UNLESS OTHERWISE NOTED. ALL EMPTY CONDUIT
SHALL HAVE A PULL WIRE.
10. ALL JUNCTION OR DEVICE BOXES SHALL HAVE A COVER.
11. EACH PIECE OF ELECTRICAL GEAR, EQUIPMENT, ETC., SHALL BEAR A "UL" LABEL.
12. ALL EMERGENCY AND EXIT LIGHTS SHALL BE CONNECTED TO THE CIRCUIT INDICATED
IN THE PANEL SCHEDULES AHEAD OF SWITCHING OR CONTACTORS.
13. PROVIDE LABELS ON ALL ELECTRICAL GEAR, DISCONNECTS, ETC.
14. EC SHALL INSTALL HEAVY DUTY NEMA-1 DISCONNECTS AT ALL INTERIOR LOCATIONS
INDICATED AND HEAVY DUTY NEMA-3R DISCONNECTS AT ALL EXTERIOR LOCATIONS
INDICATED ON THESE DRAWINGS.
15. LIGHTING SWITCHES, RECEPTACLES AND/OR DATA OUTLETS SHALL NOT BE MOUNTED
BACK TO BACK IN ANY WALL.
16. ELECTRICAL DEVICE MOUNTING HEIGHTS (UNO): PANELBOARDS 6'-6" AFF TO TOP
TOGGLE SWITCH 34" to 44"AFF (MEASURED FROM BOTTOM AND TOP OF BOXES
RESPECTIVELY) RECEPTACLES 15" TO 48"AFF (MEASURED FROM BOTTOM AND TOP OF
BOXES RESPECTIVELY) VOICE/DATA OUTLETS 1'-6" CENTERLINE EMERGENCY LIGHTS 12"
BELOW FINISHED CEILING THERMOSTATS 34" to 44" AFF (MEASURED FROM BOTTOM AND
TOP OF BOXES RESPECTIVELY) PROVIDE TYPE-WRITTEN PANELBOARD SCHEDULES FOR
ALL ELECTRICAL PANELBOARDS PER SECTION 408.4, CEC. ALL 120 VOLT OUTDOOR
RECEPTACLES TO HAVE "WET LOCATION - IN USE" COVERS.
17. LIGHT FIXTURE IN CONTACT WITH INSULATION TO BE U.L. LISTED FOR THERMAL
BARRIER OR PROVIDE 3” MINIMUM CLEARANCE.
18. PANEL CIRCUIT DIRECTORY TO COMPLY WITH SECT. 408.4, CEC.
19. WP COVER OF OUTLETS TO COMPLY WITH SECT 406.9 (B)(1), CEC.
20. SEAL RACEWAYS ENTERING COOLER AND FREEZER BOX.
PANEL SCHEDULE SCALE
N.T.S.
SINGLE LINE DIAGRAM SCALE
N.T.S.
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
ELECTRICAL PLAN &
SCHEDULE
E-1.0
ELECTRICAL SYMBOLS SCALE
N.T.S.
(R)
(E)
ELECTRICAL PANEL
SINGLE POLE SWITCH, 4'-0" AFF
EXISTING
RELOCATED
110V GFCI RECEPTACLE
110V RECEPTACLE
208/240V OUTLET RECESSED LT (13W, LED)
8' RECESSED TROFFER 39.2W
EF
TC TIME CLOCK
OCCUPANCY SENSOR SWITCH
DIMMER SWITCH
PHOTOSENSOR(N)NEW
RESTROOM EXHAUST FAN (50
CFM; 4" DUCT THRU ROOF)
110V CEILING MOUNT DUPLEX
OUTLET
JUNCTION BOX, CONNECT TO
EQUIPMENT
110V QUADPLEX OUTLET
110V GFCI QUADPLEX OUTLET
1X4 LED LT. 35W
2X2 LED LT. 30W
OCCUPANCY SENSOR ( CEILING)OC
4 3
1
ILLUMINATED EXIT SIGN W/ EMERGENCY
LIGHT & 90 MIN. BATTERY BACKUP
EMERGENCY LIGHT W/ 90 MIN.
BATTERY BACKUP
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2019 CALIFORNIA ELECTRICAL CODE (2019 CEC)
CURRENT CITY/COUNTY AMENDMENTS
CODE :
TENANT IMPROVEMENT FOR A MEDICAL GROUP
- INSTALL ELECTRICAL OUTLETS AND LIGHTING FIXTURES
AS SHOWN
SCOPE OF WORKS:
ALL NEW CIRCUIT BREAKERS INSTALLED IN THE PANELS SHALL MATCH THE
IGHEST EXISTING AIC RATED CIRCUIT BREAKER WITHIN THAT BOARD.
INSPECTOR TO VERIFY HIGHEST AIC RATING AT THE SITE.
EXISTING
GROUND
(E)
EXISTING "MS"
M
TO UTILITY CO.
(E) 200AS 3P 200AF
(E)
(E)
(E)PANEL"A"
400A120-240V/1Ø/3W
(E)SUB-PANEL"A1"
100A120-240V/1Ø/3W
(E)
1
SCALE
1/4"=1'-0"1
N
(E) ELEC.
PNL. "A"
(E) ELEC.
PNL. "A1"
ELECTRICAL PLAN
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
ELECTRICAL PLAN &
SCHEDULE
E-1.0
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Sick Triage
Sick
Waiting
Well
Waiting
Nurse
Station
Exam-1Exam-2Exam-3Exam-4Exam-5
Exam-6 Exam-7 Exam-8
Lab
Dr Office-1 Dr Office-2
Employee Lunch Rm
ReceptionCLO.
Well Triage
RestRm-1
RestRm-2
RestRm-3
RestRm-4
RestRm-5
Storage
11A1-
26A1-
29A1-
25A1-
23A1-
21A1-
19A1-22A1-
3A1-
7A1-
9A1-
4A1-6A1-TO OCC.
20A1-
12A1-
10A1-
14A1-
16A1-24A1-
17A1-
34A1-
13A1-
33A1-35A1-
2A1-37A1-
41A-
A-39
38A1-
40A1-TC 1
UTILITYROOM
1
NOTES:1.517.13 GROUNDING OF RECEPTACLES AND FIXED ELECTRICAL EQUIPMENT IN PATIENT CARE SPACES. WIRING IN PATIENT CARE SPACES SHALL COMPLY WITH 517.13(A) AND (B).
(A) WIRING METHODS. ALL BRANCH CIRCUITS SERVING PATIENT CARE SPACES SHALL BE PROVIDED WITH AN EFFECTIVE GROUND-FAULT CURRENT PATH BY INSTALLATION IN A METAL RACEWAY SYSTEM OR A CABLE HAVING A METALLICARMOR OR SHEATH ASSEMBLY. THE METAL RACEWAY SYSTEM, METALLIC CABLE ARMOR, OR SHEATH ASSEMBLY SHALL ITSELF QUALIFY AS AN EQUIPMENT GROUNDING CONDUCTOR IN ACCORDANCE WITH 250.118. (B) INSULATED EQUIPMENT GROUNDING CONDUCTORS AND INSULATED EQUIPMENT BONDING JUMPERS.(1) GENERAL. THE FOLLOWING SHALL BE DIRECTLY CONNECTED TO AN INSULATED COPPER EQUIPMENT GROUNDING CONDUCTORTHAT IS CLEARLY IDENTIFIED ALONG ITS ENTIRE LENGTH BY GREEN INSULATION AND INSTALLED WITH THE BRANCH CIRCUIT CONDUCTORS IN THE WIRING METHODS AS PROVIDED IN 517.13(A):
(1) THE GROUNDING TERMINALS OF ALL RECEPTACLES OTHER THAN ISOLATED GROUND RECEPTACLES
(2) METAL OUTLET BOXES, METAL DEVICE BOXES, OR METAL ENCLOSURES (3) ALL NON-CURRENT-CARRYING CONDUCTIVE SURFACES OF FIXED ELECTRICAL EQUIPMENT LIKELY TO BECOME ENERGIZED THAT ARE SUBJECT TO PERSONAL CONTACT, OPERATING AT OVER 100 VOLTS EXCEPTION NO. 1: FOR OTHER THAN ISOLATED GROUND RECEPTACLES, AN INSULATED EQUIPMENT BONDING JUMPER THAT DIRECTLY CONNECTS TO THE EQUIPMENT GROUNDING CONDUCTOR IS PERMITTED TO CONNECT THE BOX ANDRECEPTACLE(S) TO THE EQUIPMENT GROUNDING CONDUCTOR.ISOLATED GROUND RECEPTACLES SHALL BE CONNECTED IN ACCORDANCE WITH 517.16. EXCEPTION NO. 2: METAL FACEPLATES SHALL BE PERMITTED TO BE CONNECTED TO THE EQUIPMENT GROUNDING CONDUCTOR BY MEANS OF A METAL MOUNTING SCREW(S) SECURING THE FACEPLATE TO A GROUNDED OUTLET BOX ORGROUNDED WIRING DEVICE.
EXCEPTION NO. 3: LUMINAIRES MORE THAN 2.3 M (72 FT) ABOVE THE FLOOR AND SWITCHES LOCATED OUTSIDE OF THE PATIENT CARE VICINITY SHALL BE PERMITTED TO BE CONNECTED TO AN EQUIPMENT GROUNDING RETURN PATH
COMPLYING WITH 517.13(A) OR (B). (2) SIZING. EQUIPMENT GROUNDING CONDUCTORS AND EQUIPMENT BONDING JUMPERS SHALL BE SIZED IN ACCORDANCE WITH 250.122.
1
NOTES SCALE
N.T.S.4
SCALE
1/4"=1'-0"1
N
(E) PARAPET WALL
(E) PARAPET WALL
(E
)
P
A
R
A
P
E
T
W
A
L
L
(E
)
P
A
R
A
P
E
T
W
A
L
L
ROOF ELECTRICAL PLAN
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
ROOF ELECTRICAL PLAN
E-1.1
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(E) ROOFW.P.
25'-
0
"
M
A
X
.
(E) AC #3
(E) AC #1
(E) AC #2
A-5,7
A-9,11
A-6,8
A-2
SCALE
1/4"=1'-0"1
N
(E) ELEC.
PNL. "A"
(E) ELEC.
PNL. "A1"
14
JUNCTION BOX
LOCATION
LIGHTING
MANUFACTURER
MECHANICAL
MOUNTED
MOUNTING HEIGHT
NON-FUSED
NATIONAL ELECTRICAL
CODE
NOT IN CONTRACT
NIGHT LIGHT
PANEL
POWER
RECEPTACLE
REFRIGERATOR
REQUIREMENTS
ROOM
SWITCH
TELEVISION
TIME CLOCK
TELEPHONE
TRANSFORMER
TYPICAL
UNDERGROUND PULL
SECTION
UNLESS OTHERWISE
NOTED
VOLTS
WEATHERPROOF
WATER HEATER
WATER HEATER
J.B.
LOC.
LTG.
MANUF.
MECH.
MTD.
MTG. HT.
N.F.
N.E.C.
N.I.C.
N/L
PNL
PWR
RECEPT.
REF.
REQ.
RM.
SW.
T.V.
T.C.
TEL.; TELE.
TRANSF.
TYP.
UGPS
U.O.N.
V
W/P
WTR.HTR.
W/H
AMPS
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
ARCHITECT; ARCHITECTURAL
BACKBOARD
BUILDING
CONDUIT ONLY WITH PULL WIRE
COPPER
CEILING
DAMP LOCATION LISTING
DISHWASHER
DISTRIBUTION
ELECTRICAL CONTRACTOR
ELECTRIC DRINKING FOUNTAIN
ELECTRICAL
EQUIPMENT
EXISTING
FAN COIL
FIXTURE
FLOOR
FLUORESCENT
FOOTING
GENERAL CONTRACTOR
GARBAGE DISPOSER
GROUND FAULT INTERRUPTOR
GROUND
HORSE POWER
HAND-OFF-AUTOMATIC
INCANDESCENT
A
A.F.F.
A.F.G.
ARCH.
BKBD.
BLDG.
C.O.
CU
CLG
D.L.
D.W.
DIST.
E.C.
EDF
ELEC.
EQUIP.
EXIST.
F.C.
FIXT.
FL.; FLR.
FLUOR.
FTG.
GC
G.D.
G.F.I.
GRD.
HP
H.O.A.
INCAND.
ABBREVIATIONS SCALE
N.T.S.
3
LIGHTING SHUT-OFF
T/C
0
C
SCALE
N.T.S.
120V AUTO TIME SWITCH
365-DAY/HOLIDAY
PROGRAMMABLE
CEC APPROVED
LIGHTING
CONTACTOR
(0~2 HRS. OVERRIDE)
St
LTG
SHOW WINDOW
SIGNAGEKEY NOTES:
LIGHTING CONTACTOR AND TIME CLOCK. SEE LIGHTING
SHUT-OFF CONTROL DIAGRAM IN THIS SHEET.
0~2 HOUR OVERRIDE TIME SWITCH.
VIA LIGHTING CONTACTOR. PROVIDE ADDITIONAL HOT LINE FOR
EXIT SIGN AND EMERGENCY LIGHTING.
2
1
10
HOOD LIGHT SWITCH4
HOOD EXHAUST FAN / MUA SWITCH 5
HOOD ANSUL PULL STATION6
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
LIGHTING PLAN
LIGHTING PLAN
E-2.0
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Nurse
Station
Exam-1Exam-2Exam-3Exam-4Exam-5
Exam-6 Exam-7 Exam-8Dr Office-1 Dr Office-2
Employee Lunch Rm
CLO.
RestRm-1
RestRm-2
RestRm-3
RestRm-4
RestRm-5
Storage
Well
Waiting
10'-0" PRIMARY
DAYLIT ZONE
Reception
Lab
SickWaiting
EF
EF EF
EF
LIGHTING FIXTURE SCHEDULE SCALE
N.T.S.
A. DIMMABLE LED DRIVER
B. 90 MINUTE EM PRODUCING 1400 LUMENS
BALLAST LEGEND
DESCRIPTION MFR / CATALOG NUMBERNO.MOUNTING
TYPE HT.VOLT WATT REMARKSLAMP
#TYPE
BALLASTTYPE
L1 120 49---LED A
---LED A
---LED B
---LED B
2X4 RECESSED
TROFFER
2TG54L840-4-FS-02F-UNV-DIM
PHILIPS DAY-BRITE #
RECESSED
GRID
PRISMATIC LENS, 4000K COLOR TEMP.,
0-10V DIMMIBLE
EM2
L2
EM1
6'' RECESSED LT.
EMERGENCY LT.
ILLUMINATED EXIT SIGN
W/ EMERGENCY LT.
LITHONIA LIGHTING
6BPA LED
LITHONIA LIGHTING
LHQM LED R
LITHONIA LIGHTING
ELM2 LED WALL
WALL
MIN. OF 90 MIN. BATTERY BACKUP UNIT
MIN. OF 90 MIN. BATTERY BACKUP UNIT
SURFACE
MOUNT 120
120
120
13
4.3
3
BAFFLE LED MODULE, MATTE WHITE,
3000K COLOR TEMP., 0-10V DIMMIBLE
41612
L3 120 39.2---LED A8' BLADE STRIP LT.METALUX
4ST2L4040R
SURFACE
MOUNT
PRISMATIC LENS, 4000K COLOR TEMP.,
0-10V DIMMIBLE
L1
L2
L3
EF
33
OCC A1-1a
OCC A1-1b
OCC
A1-27aOCC
A1-27b
DIM A1-31
TO
CO
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T
R
O
L
L
E
D
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C
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P
T
A
C
L
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TO
CO
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T
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L
L
E
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C
E
P
T
A
C
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A1-2aOCC
A1-2bOCC A1-8aOCC A1-8bOCC A1-8cOCC
A1-18OCC A1- 15eOCC A1- 15dOCC
A1- 15fOCCA1- 15gOCCA1- 15hOCC
A1- 15iOCCA1- 15jOCC
A1- 15kOCC
A1- 15lOCC A1- 15mOCC
DIM A1-15a,b,cOVERRIDEDIM2
DIM A1-42 DIM A1-42
A1-42A1-42A1-42A1-42A1-42A1-42
A1-1a
A1-1b
A1-27a
A1-27b
A1-31A1-31
A1-31 A1-31
A1-31
A1-31
A1-31
A1-31
A1- 15j
A1- 15j
A1- 15i
A1- 15i
A1- 15h
A1- 15h
A1- 15g
A1- 15g
A1- 15f
A1- 15f
A1-18
A1-18
A1- 15e
A1- 15e
Sick Triage Well Triage
A1- 15d
A1- 15d
A1-15a
A1-15a
A1-15b
A1-15b
A1-15b
A1-15c
A1-15c
A1- 15mA1- 15mA1- 15lA1- 15l
A1-8c
A1-8c
A1-8b
A1-8b
A1-8b
A1-8b
A1-2b
A1-2b
A1-2a
A1-2a
DIM A1-15n
A1-15n
A1-15n A1-15n
A1-15n
A1-15n
A1-15n
A1-15nA1-15n
A1-15nA1-15n
A1-15nA1-15n
A1-15n
A1-15n
A1-15n
A1-15n
A1-15n
A1-15n
3
3
3
3 3 3 3
3
33
UTILITYROOM
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
LIGHTING TITLE 24
E-3.0
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BUILDING12/02/2022
No.
2
3
4
5
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1
7
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9
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11
SCALE
1/4"=1'-0"1
N
(E) ELEC.
PNL. "A"
(E) ELEC.
PNL. "A1"PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
PHOTOMETRIC PLAN
PHOTOMETRIC PLAN
E-4.0
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BUILDING12/02/2022
No.
2
3
4
5
6
1
7
8
9
10
11
4.9
4.9
4.9
4.8
4.6
4.2
3.6
2.4
4.1
4.3
4.2
4.0
3.6
3.0
2.5
1.7
2.5
2.7
2.6
2.4
2.1
2.0
1.6
1.3
1.6
1.6
1.6
1.6
1.5
1.5
1.4
1.3
1.6
1.6
1.6
1.5
1.5
1.4
1.4
1.3
1.6
1.6
1.6
1.6
1.5
1.5
1.4
1.3
1.6
1.6
1.6
1.6
1.5
1.5
1.4
1.3
1.6
1.6
1.6
1.6
1.6
1.5
1.5
1.4
1.7
1.7
1.7
1.7
1.6
1.6
1.5
1.4
1.9
1.9
2.1
2.0
1.9
1.7
1.6
1.4
3.8
3.7
3.5
3.0
2.5
2.2
1.7
1.5
4.8
5.0
4.8
4.4
3.9
3.4
2.2
1.6
5.3
5.4
5.3
5.1
4.7
4.1
2.5
1.7
4.7
4.7
4.5
4.1
3.6
3.1
2.2
1.8
3.3
3.3
3.1
2.9
2.7
2.3
2.1
1.9
2.3
2.4
2.5
2.4
2.5
2.4
2.3
2.2
2.5
2.6
2.6
2.7
2.7
2.7
2.6
2.6
2.8
2.9
3.0
3.1
3.1
3.1
3.0
3.0
3.2
3.5
3.7
3.8
3.8
3.7
3.6
3.5
4.0
4.5
4.8
4.9
4.9
4.8
4.5
4.2
5.7
6.2
6.6
6.8
6.8
6.5
6.0
5.3
8.0
8.9
9.8
10.3
10.2
9.6
8.6
7.3
12.4
14.5
16.4
17.4
17.1
15.5
13.3
11.3
20.0
25.0
29.6
31.8
31.1
27.8
22.1
17.3
32.2
39.7
46.0
49.7
49.1
44.2
35.9
26.5
43.0
53.4
63.7
70.2
69.4
61.6
49.5
38.7
50.8
65.8
81.3
91.0
90.1
79.1
62.7
47.9
54.7
73.4
92.8
105.7
105.3
91.5
72.1
53.8
55.9
75.5
95.9
109.4
109.0
95.1
74.4
55.1
52.1
69.2
87.3
98.9
98.6
86.4
68.3
51.5
44.3
57.1
70.3
78.6
78.4
69.7
56.6
44.1
33.1
42.7
51.4
56.8
56.6
51.1
42.6
34.3
21.8
28.9
35.0
38.2
38.1
34.9
28.8
22.1
14.5
17.5
20.6
22.7
22.6
20.4
17.2
13.8
9.4
11.2
12.7
13.3
13.3
12.3
10.9
9.5
8.6
9.5
9.8
9.7
9.2
8.5
7.5
6.6
8.1
8.7
8.8
8.5
8.0
7.3
5.7
4.6
7.5
7.8
7.9
7.7
7.2
6.5
4.7
3.7
6.3
6.3
6.1
5.7
5.1
4.6
3.6
3.0
4.1
4.1
3.9
3.7
3.5
3.0
2.8
2.6
2.3
2.6
2.7
2.6
2.6
2.5
2.4
2.3
2.0
2.2
2.3
2.3
2.3
2.2
2.2
2.1
1.8
2.0
2.0
2.1
2.1
2.0
2.0
1.9
1.7
1.9
1.9
1.9
1.9
1.9
1.9
1.8
1.7
1.8
1.9
1.9
1.9
1.8
1.8
1.7
1.8
2.0
2.2
2.1
2.0
1.8
1.7
1.7
3.8
3.8
3.6
3.2
2.6
2.3
1.8
1.6
4.7
5.0
4.9
4.4
3.9
3.4
2.2
1.6
5.0
5.2
5.1
4.8
4.4
3.8
2.3
1.5
8.3
9.0
8.4
9.9
10.9
9.9
9.9
10.8
9.9
8.3
9.0
8.4
8.3
9.0
8.4
9.9
10.9
9.9
9.9
10.8
9.9
8.3
9.0
8.3
12.7
13.6
12.7
9.7
10.9
9.7
10.7
11.8
10.7
9.9
10.9
9.8
4.8
6.9
9.3
10.3
9.2
5.0
7.4
9.9
10.8
9.6
4.7
6.7
8.6
9.3
8.3
9.8
10.3
8.9
6.5
4.4
10.3
10.9
9.3
6.7
4.5
20.9
22.2
21.1
18.4
15.3
23.5
25.2
23.8
20.3
16.6
23.6
25.3
23.8
20.3
16.6
20.8
22.3
21.1
18.3
15.2
15.6
16.7
15.7
13.5
10.7
19.0
19.8
18.3
15.2
11.7
20.4
21.2
19.5
16.1
12.2
19.5
20.2
18.6
15.4
11.9
21.1
22.3
21.1
18.3
15.0
23.2
24.7
23.3
19.8
16.1
22.9
24.5
22.9
19.6
16.0
20.3
21.6
20.4
17.8
14.8
2.3
2.4
2.3
3.1
3.1
2.9
3.4
3.3
3.2
3.0
3.0
2.9
2.2
2.3
2.3
1.7
1.8
1.8
2.6
2.7
2.6
3.2
3.2
3.0
3.2
3.1
3.0
2.5
2.6
2.5
1.6
1.8
1.8
15.4
18.6
21.2
22.1
20.7
16.6
20.3
23.5
24.6
22.9
16.5
20.2
23.3
24.4
22.6
15.3
18.3
20.8
21.7
20.3
15.2
18.1
20.5
21.3
19.7
16.4
20.1
23.1
24.2
22.3
16.6
20.4
23.6
24.7
22.7
15.6
18.8
21.5
22.4
21.0
14.9
17.6
19.8
20.6
19.1
16.2
19.8
22.7
23.8
21.9
16.7
20.5
23.8
24.9
23.0
15.8
19.2
22.1
23.2
21.5
14.6
17.3
19.6
20.4
19.2
16.2
19.8
22.8
23.8
22.2
16.7
20.5
23.7
24.8
23.0
15.9
19.2
22.1
23.0
21.5
14.4
16.8
18.8
19.4
18.3
14.5
17.2
19.3
19.9
18.5
16.0
19.5
22.3
23.2
21.4
16.6
20.3
23.5
24.5
22.5
16.0
19.4
22.3
23.2
21.5
14.5
17.1
19.2
19.8
18.6
15.4
18.5
21.1
21.9
20.6
16.7
20.5
23.6
24.7
23.0
16.8
20.5
23.7
24.8
23.0
15.5
18.6
21.2
22.0
20.7
15.0
17.8
20.0
20.7
19.2
16.3
19.8
22.8
23.8
21.9
16.7
20.5
23.7
24.8
22.8
15.8
19.1
22.0
23.0
21.3
21.2
23.6
22.6
18.8
15.1
23.7
25.9
24.4
20.6
16.6
24.3
25.8
24.2
20.6
16.7
21.4
22.5
21.3
18.4
15.2
17.0
18.1
16.9
13.8
10.9
19.7
20.9
19.3
15.9
12.4
21.1
22.2
20.4
16.7
12.9
20.2
21.1
19.3
15.9
12.4
17.6
16.8
13.9
11.0
5.6
8.8
8.4
8.5
9.0
8.7
8.2
6.6
7.2
9.3
9.8
5.0
9.6
8.3
7.4
6.9
6.2
5.4
4.9
5.3
10.3
10.5
10.3
11.9
13.3
13.7
12.9
12.1
9.8
7.7
5.8
2.9
2.8
2.6
3.0
3.3
11.1
11.6
11.7
14.2
16.3
17.0
15.8
13.3
10.5
8.3
14.6
14.9
12.9
16.1
18.8
19.8
18.3
15.1
11.8
9.2
19.0
19.4
13.3
16.6
19.6
20.6
19.1
15.7
12.2
9.4
22.0
22.9
12.6
15.6
18.2
19.1
17.7
14.8
11.6
9.0
22.7
23.7
11.3
13.5
15.4
16.0
15.0
10.7
8.4
6.4
20.9
21.4
9.7
11.2
12.4
12.8
12.1
5.0
5.2
5.1
5.0
4.8
4.5
4.2
3.6
3.6
15.6
17.0
4.0
4.4
4.3
4.1
3.8
3.3
3.0
3.2
8.8
11.9
12.5
2.2
2.4
9.1
9.2
1.6
1.6
1.7
1.8
2.2
2.1
2.2
2.3
2.3
2.1
2.5
2.6
2.7
2.7
2.7
2.5
2.9
3.2
3.4
3.4
3.4
3.0
5.1
5.5
5.5
5.2
4.8
4.0
6.9
7.7
8.0
7.8
7.1
6.8
8.1
9.3
10.1
10.3
10.0
9.3
9.2
10.3
11.3
11.7
11.2
10.2
9.1
10.9
12.3
13.3
13.4
11.9
8.6
11.1
13.9
16.0
16.7
14.9
9.4
12.5
16.0
18.8
19.7
17.4
9.7
13.0
16.7
19.8
20.7
18.2
9.3
12.3
15.6
18.4
19.2
16.9
8.4
10.8
13.3
15.3
15.8
14.2
7.4
9.0
10.6
11.8
12.2
11.1
6.4
7.4
8.3
9.0
9.1
8.6
5.7
6.3
6.8
7.1
7.1
6.8
6.1
6.4
6.6
6.5
6.3
5.9
7.4
7.8
7.7
7.4
6.7
5.9
8.1
8.5
8.6
8.4
7.9
7.1
8.0
8.4
8.6
8.3
7.9
7.3
7.3
7.8
7.9
7.8
7.4
6.7
5.5
5.9
6.7
7.4
7.6
7.9
7.5
6.5
6.5
7.6
8.7
9.5
9.8
9.5
8.3
7.4
9.1
10.9
12.3
12.8
12.3
10.7
8.3
10.7
13.4
15.6
16.4
15.5
13.2
9.1
12.1
15.4
18.4
19.5
18.2
15.2
9.3
12.5
16.1
19.3
20.6
19.1
15.9
8.8
11.8
15.2
18.2
19.3
18.0
15.0
7.9
10.2
13.0
15.6
16.5
15.5
13.1
7.8
9.5
9.4
2.3
1.9
1.4
1.0
8.4
9.2
4.8
4.1
3.4
2.6
2.1
8.1
6.7
5.4
5.0
4.6
3.9
3.3
9.7
12.2
15.2
17.8
18.8
17.7
15.1
12.1
9.8
7.8
6.5
5.5
4.9
4.2
3.5
3.1
10.4
13.6
17.2
20.4
21.7
20.4
17.8
14.6
11.7
9.6
8.2
7.1
6.2
5.7
5.0
4.3
10.5
13.7
17.4
20.6
21.9
20.6
18.6
15.8
12.9
10.5
8.7
7.6
6.6
6.2
5.7
5.3
9.7
12.4
15.5
18.1
19.1
18.0
16.0
11.8
9.1
7.3
1.0
Station
Exam-1Exam-2Exam-3Exam-4Exam-5 RestRm-5
Storage
Well
Reception
Sick Triage Well Triage
RestRm-4
UTILITYROOM
RestRm-2
RestRm-1 RestRm-3
Employee Lunch Rm
Dr Office-1 Dr Office-2 Exam-6 Exam-7 Exam-8 Lab
SickWaiting
Nurse
Waiting
1
GENERAL NOTES SCALE
N.T.S.
MECHANICAL GENERAL NOTES:
1. PRIOR TO SUBMITTING BID, VISIT THE SITE AND BECOME FULLY ACQUAINTED WITH THE EXISTING CONDITIONS OF THE PROJECT. REVIEW GENERAL NOTES,
SPECIFICATIONS AND ALL OTHER DRAWINGS FOR ADDITIONAL REQUIREMENTS WHICH MAY NOT BE SPECIFICALLY CALLED OUT IN THIS PORTION OF THE
CONSTRUCTION DOCUMENTS. NOTIFY ARCHITECT, ENGINEER AND/OR OWNER OF ANY CONFLICTS OR DISCREPANCIES PRIOR TO SUBMISSION OF BID.
2. COORDINATE THE INSTALLATION OF MECHANICAL SYSTEMS WITH OTHER TRADES TO ENSURE A NEAT AN ORDERLY INSTALLATION. DUCTWORK AND PIPING SHALL
BE ROUTED TO AVOID CONFLICTS WITH ELECTRICAL PANELS, LIGHTING FIXTURES, ETC.
3. TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGING EXISTING SURFACES AND EQUIPMENT TO REMAIN FOR NEW INSTALLATION DURING WORK. REPAIR ANY
DAMAGE CAUSED DURING CONSTRUCTION AT NO COST TO THE OWNER.
4. ALL MECHANICAL EQUIPMENT SHOWN ON THE MECHANICAL PLANS SHALL BE PROVIDED BY THE MECHANICAL CONTRACTOR UNLESS OTHERWISE NOTED.
5. NEW MECHANICAL EQUIPMENT, DUCTWORK AND PIPING IS SHOWN AT APPROXIMATE LOCATIONS. FIELD MEASURE FINAL DUCTWORK AND PIPING LOCATIONS
PRIOR TO FABRICATION AND MAKE ADJUSTMENTS AS REQUIRED TO FIT THE DUCTWORK AND PIPING WITHIN THE AVAILABLE SPACE. FIELD VERIFY FINAL
LOCATIONS TO INSTALL EQUIPMENT IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS REGARDING SERVICE CLEARANCE AND PROPER AIRFLOW
CLEARANCE AROUND EQUIPMENT.
6. REFER TO ARCHITECTURAL DRAWINGS FOR ALL RELATED CONSTRUCTION DETAILS AS APPLICABLE TO THE HVAC SYSTEM. CHASE AND PENETRATIONS INTENDED
FOR DUCTWORK AND PIPING SHALL BE VERIFIED WITH ARCHITECTURAL DRAWINGS PRIOR TO INSTALLATION.
7. COORDINATE LOCATION OF ROOF PENETRATIONS WITH THE EXISTING CONDITIONS AND ARCHITECTURAL DRAWINGS.
8. SEAL ALL PENETRATIONS THROUGH THE BUILDING COMPONENTS IN ACCORDANCE WITH THE CONSTRUCTION SPECIFICATIONS. FIREPROOF ALL PENETRATIONS
THROUGH FIRE RATED COMPONENTS IN ACCORDANCE WITH U.L. REQUIREMENTS.
9. COORDINATE THE EXACT MOUNTING SIZE AND FRAME TYPE OF DIFFUSERS, REGISTERS AND GRILLES WITH THE SUPPLIER TO MEET THE CEILING, WALL, AND DUCT
INSTALLATION REQUIREMENTS.
10. LOCATION OF CEILING DIFFUSERS, REGISTERS, AND GRILLES SHALL BE ADJUSTED AS REQUIRED TO ACCOMMODATE FINAL CEILING AND LIGHTING LOCATIONS.
11. THERMOSTATS SHALL BE LOCATED AND SET BY MECHANICAL CONTRACTOR AND WIRED IN CONDUIT BY ELECTRICAL CONTRACTOR. VERIFY EXACT LOCATIONS
WITH ARCHITECT PRIOR TO INSTALLATION. MOUNTING HEIGHTS SHALL BE 48" AFF TO MEET ADA REQUIREMENTS UNLESS OTHERWISE NOTED ON PLANS.
12. COORDINATE THE LOCATION AND ELEVATION OF WALL-MOUNTED DEVICES WITH ANY WALL MOUNTED ITEMS INDICATED ON THE ARCHITECTURAL DRAWINGS.
CONTRACTOR WILL NOT BE REIMBURSED FOR RELOCATION OF ANY WALL-MOUNTED DEVICES CAUSED BY A LACK OF COORDINATION.
13. ALL BRANCH DUCT CONNECTIONS AND TAKE-OFFS TO INDIVIDUAL DIFFUSERS, REGISTERS, AND GRILLES SHALL HAVE A PREFABRICATED 45 DEGREE, HIGH
EFFICIENCY. RECTANGULAR/ROUND BRANCH DUCT TAKEOFF FITTING WITH MANUAL BALANCING DAMPER AND LOCKING QUADRANT.
14. BRANCH DUCTWORK TO AIR OUTLETS SHALL BE SAME SIZE AS OUTLET NECK SIZE UNLESS OTHERWISE NOTED.
15. RIGID DUCTWORK INSULATION: PROVIDE INSULATION WRAP ON ALL CONCEALED DUCTWORK. PROVIDE INTERNAL DUCT LINER ON ALL EXPOSED DUCTWORK. DUCT
SIZES ON MECHANICAL PLANS INDICATE CLEAR INSIDE DIMENSIONS, SHEET METAL SIZES SHALL INCREASE ACCORDINGLY. ALL DUCTWORK INSTALLED IN ATTIC
SPACE SHALL BE LINED. REFER TO MECHANICAL SPECIFICATIONS FOR MORE INFORMATION.
16. FLEXIBLE DUCT WORK SHALL BE THERMAFLEX TYPE MKE, FLEXMASTER TYPE 8M, OR APPROVED EQUAL, SHALL BE LISTED UNDER 181 AS CLASS 1 AIR DUCT AND
SHALL BE PROVIDED WITH INTEGRAL FIBERGLASS INSULATION. FLEXIBLE DUCTWORK SHALL NOT EXCEED 5'-0" IN LENGTH AND SHALL BE INSTALLED AND
SUPPORTED TO AVOID SHARP BENDS AND SAGGING. REFER TO MECHANICAL SPECIFICATIONS FOR MORE INFORMATION.
17. WALL MOUNTED AND DAMPERS SHALL BE FURNISHED WITH SUITABLE MOUNTING FRAME TO MATCH WALL CONSTRUCTION. COORDINATE WITH ARCHITECTURAL
DRAWINGS.
11
2019 CALIFORNIA MECHANICAL CODE (2019 CMC)
CURRENT CITY/COUNTY CODE AMENDMENTS.
CODE :
SCOPE OF WORKS:
KEYNOTES
1. PROVIDE 7-DAY PROGRAMMABLE THERMOSTAT WITH AUTO
CHANGE-OVER FROM HEATING TO COOLING AND REMOTE SENSOR.
THERMOSTAT TO BE COMPATIBLE WITH HVAC UNIT. INSTALL AT 48"AFF,
VERIFY INSTALLATION LOCATION WITH OWNER'S REPRESENTATIVE.
2. PROVIDE ROOF MOUNTED EXHAUST FAN AS SCHEDULED. EXHAUST
FAN IS TO BE INTERLOCKED WITH HVAC SYSTEM AS SHOWN.
3. PROVIDE REMOTE TEMPERATURE SENSOR IN THIS LOCATION, INSTALL
AT 48"AFF, VERIFY INSTALLATION LOCATION WITH OWNER'S
REPRESENTATIVE.
4. PROVIDE GALVANIZED STEEL DUCTWORK, SIZES AS NOTED ON
DRAWINGS. DUCTWORK SIZES ARE CLEAR INSIDE DIMENSIONS. REFER
TO SPECIFICATIONS FOR INSULATION EQUIPMENTS.
5. DUCTWORK AND PIPING SHALL NOT BE ROUTED OVER ELECTRICAL
PANELS, DISCONNECTS, TRANSFORMERS, OR OTHER ELECTRICAL
EQUIPMENT. VERIFY LOCATION OF ALL ELECTRICAL EQUIPMENT
BEFORE INSTALLATION OF HVAC DUCTWORK AND PIPING.
6. PROVIDE NEW RETURN AIR DUCTWORK AS HIGH AS POSSIBLE BELOW
STRUCTURE AS SHOWN. PROVIDE 24"X36" OPENING IN TOP OF DUCT
AND COVER WITH 1/2"x1/2" GALVANIZED HARDWARE CLOTH. PROVIDE A
MINIMUM OF 8" CLEAR SPACE ABOVE RETURN AIR OPENING.
7. INSTALL CUSTOM HOOD OVER COOKING EQUIPMENT. ROUTE EXHAUST
DUCTWORK FROM EXHAUST FAN TO CUSTOM EXHAUST HOOD AS
SHOWN. REFER TO ARCHITECTURAL PLAN FOR HOOD INFORMATION.
8. PROVIDE 3" FLUE VENT THROUGH ROOF FOR WATER HEATER. FLUE
TERMINATION TO BE LOCATED AT LEAST 10'-0" FROM ANY FRESH AIR
INTAKE. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
PROVIDE WITH FLUE CAP.
9. PROVIDE 3" PVC COMBUSTION AIR INTAKE PIPE THROUGH ROOF FOR
WATER HEATER. INSTALL PER MANUFACTURER'S RECOMMENDATIONS.
PROVIDE WITH RAIN CAP.
10. VERIFY EXISTING RTU HAS BEEN PROVIDED WITH SUPPLY AND RETURN
DUCT SMOKE DETECTORS, PROVIDE IF NOT EXISTING.
SCALE
N.T.S.13
MECHANICAL LEGEND SCALE
N.T.S.
UC
T
#
X
X
TYP
X-X
X
X
X
SD
SYMBOLSYMBOLDESCRIPTION DESCRIPTION ABBREVIATIONS
SUPY AIR REGISTER
RETURN AIR REGISTER
RETURN OR
EXHAUST DUCT
UP
SUPPLY DUCT
UP
SUPPLY DUCT
DOWN
RETURN OR
EXHAUST DUCT
DOWN
ROUND DUCT
DOWN
ROUND DUCT
UP
VANED ELBOW
LOW PRESSURE
FLEX DUCT
45° TAKEOFF
FITTING
MANUAL VOLUME
DAMPER
EQUIPMENT (SEE SCHEDULE)
EQUIPMENT NUMBER
INDICATES DETAIL, PLAN, SECTION, AND/OR
DIAGRAM(APPLIES ONLY WHERE INDICATED
ON DRAWINGS)
INDICATES DRAWING ON WHICH
DETAIL APPEARS
INDICATES TYPICAL DETAIL
(APPLIES TO ALL CONTRACT
DRAWINGS)
INDICATES DRAWING ON WHICH
DETAIL APPEARS
INDICATES SECTION NUMBER
INDICATES ON WHICH DRAWING
SECTION APPEARS
INDICATES REVISION & NUMBER
CONNECT NEW TO EXISTING
SHEET NOTE NUMBER
DIFUSER TYPESIZE
CFM
THERMOSTAT
DOOR
UNDERCUT
DUCT MOUNTED SMOKE DETECTOR
X
X
CSD
10x10
300
AFF
BTU
CFM
COMP
DB
DN
DX
EA
EAT
EFF
ESP
ETC
EX
°F
FLA
FPM
FT
GPM
GRS/LB
HP
HZ
IN
KW
MBH
MIN
NEG
NTS
OA
OBD
OC
PH
PSI
PSIG
RH
SA
SH
TEMP
TYP
UC
VOLT
VD
W/O
WB
WC
ABOVE FINISHED FLOOR
BRITISH THERMAL UNIT
CUBIC FEET PER MINUTE
COMPRESSOR
DRY BULB
DOWN
DIRECT EXPANSION
EACH
ENTERING AIR TEMPERATURE
EFFICIENCY
EXTERNAL STATIC PRESSURE
AND SO FORTH
EXHAUST
DEGREES FAHRENHEIT
FULL LOAD AMPS
FEET PER MINUTE
FEET
GALLONS PERMINUTE
GRAINSPERPOUND
HORSEPOWER
HERTZ
INCHES
KILOWATT
THOUSANDS OF BTU PER HOUR
MINIMUM
NEGATIVE
OUTSIDE AIR
OPPOSED BLADE DAMPER
ON CENTER
PHASE
POUNDS PER SQUAREINCH
POUNDS PER SQUAREINCH
GAUGE
RELATIVE HUMIDITY
SUPPLY AIR
SENSIBLE HEAT
TEMPERATURE
TYPICAL
UNDERCUT
VOLTAGE
VOLUME DAMPER
WITHOUT
WET BULB
WATER COLUMN
3
FIRE SMOKE DAMPERFSD
SUPY AIR REGISTER W/ HEPA FILTER
AUTOMATIC SHUTOFF OF ALL AIR
MOVING SYSTEMS.
MECHANICAL EQUIPMENT SCHEDULE SCALE
N.T.S.
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
TENANT IMPROVEMENT FOR A MEDICAL GROUP
- HVAC IS EXISTING, MODIFY AC DUCTS ONLY
ITEM
RTU
MODEL CFM HP ELECTRICAL V/PH/HZFAN RPMDRIVE
TYPEESP (IN)MANUFACTURERMARKITEM
MECHANICAL LEGEND /
EQUIPMENT SCHEDULE
M-0.0
MARK MANUFACTURER MODEL CFM ESP (IN)FAN RPM HP DRIVE
TYPE ELECTRICAL V/PH/HZ NOTE
NOTE
1,2,3
EF
1,2,3,4
1
(E) EF-1,2,3,4 GREENHECK G-080-VG 100 0.05 120/1/60DIRECT0.101540 A,B,D
(E) RTU-1,2,3 CARRIER 2000 1.5 0.5 ----208/3/60 A,B,C
NOTES:
A.UNIT IS EXISTING TO REMAIN. ALL INFORMATION PROVIDED IS TO BE FIELD VERIFIED.
B.CONTRACTOR SHALL INSTALL ALL NEW FILTERS, MINIMUM MERV-13, PRIOR TO TEST AND BALANCE WORK.
C.UNIT IS TO BE INTERLOCKED WITH EF.
NOTES:
A.EQUIPMENT PROVIDED BY MECHANICAL CONTRACTOR
B.PROVIDE WITH 14" ROOF CURB, BACKDRAFT DAMPER AND BIRD SCREEN.
C.PROVIDE WITH 14" ROOF CURB, HINGED BASE, BACKDRAFT DAMPER AND BIRD SCREEN.
D.PROVIDE WITH FACTORY MOUNTED DISCONNECT.
E.ALL INTERLOCKS, RELAYS, TRANSFORMERS, TIME CLOCKS, ETC., SHALL BE PROVIDED BY THE ELECTRICAL CONTRACTOR.
F.CONTRACTOR SHALL INSTALL ALL NEW FILTERS, MINIMUM MERV-13, PRIOR TO TEST AND BALANCE WORK.
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48VLUE6009030TP
EF
5
(N) EF-5 GREENHECK G-080-VG 100 0.05 120/1/60DIRECT0.101540 A,B,D
OSA CALCULATION 10SCALE
N.T.S.
SCALE
N.T.S.
(E) EF-1,2,3,4 -400
(E) RTU-1 2000RTU
1
ITEM
EF
1,2,3,4
TOTAL +4000 -4000
TOTAL SPACE AIR FLOW = 0 CFM
AIR BALANCE SCHEDULE
-1700
(N) EF-5 -100EF
5
MAKE-UP AIR /SUPPLY AIR EXHAUST AIR/ RETURN AIRMARK
9
(E) RTU-2 2000RTU
2 -1800
1
SCALE
1/4"=1'-0"1
N
10'-
0
"
M
I
N
.
TYP
.
10
'
-
0
"
M
I
N
.
TY
P
.
10'
-
0
"
M
I
N
.
TY
P
.
10
'
-
0
"
M
I
N
.
TY
P
.
10
'
-
0
"
M
I
N
.
TYP
.
(N
)
R
O
O
F
L
A
D
D
E
R
2'-0"1'-0"
(N
)
R
O
O
F
L
A
D
D
E
R
(N) ROOF LADDER SCALE
N.T.S.4
15
'
-
0
"
MI
N
.
3
0
"
7"11
"
TY
P
.
MECHANICAL PLAN
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
MECHANICAL PLAN
M-1.0
2
1 SA & RA DUCTS UP THRU ROOF TO ROOF TOP UNIT
THERMOSTAT
KEYNOTES
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Sick Triage
Sick
Waiting
Exam-1Exam-2Exam-3Exam-4Exam-5
Exam-6 Exam-7 Exam-8 LabDr Office-1 Dr Office-2
ReceptionCLO.
Well Triage
Storage
RestRm-4
RestRm-3
Well
Waiting
RestRm-5
Em
p
l
o
y
e
e
L
u
n
c
h
R
m
Nurse
Station
175 CFM
8"x6"
175 CFM8"x6"
100 CFM
8"x6"
100 CFM8"x6"
RestRm-2
RestRm-1
350 CFM8"x8"
150 CFM8"x6"
150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"
150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"100 CFM8"x6"
100 CFM8"x6"
100 CFM8"x6"
300 CFM8"x8"
100 CFM8"x6"
150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"
150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"
150 CFM8"x6"150 CFM8"x6"125 CFM8"x6"125 CFM8"x6"
125 CFM8"x6"125 CFM8"x6"
100 CFM8"x6"
100 CFM8"x6"
150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"150 CFM8"x6"
300 CFM8"x8"
300 CFM8"x8"200 CFM8"x6"
6"
Ø
7"
Ø
10
"
Ø
8"
Ø
SD
12"Ø 14"Ø 14"Ø
6"
Ø
7"
Ø
9"Ø10"Ø12"Ø12"Ø14"Ø14"Ø
18"Ø
18"Ø9"Ø 10"Ø 12"Ø
12"Ø
9"Ø10"Ø14"Ø14"Ø
6"Ø
6"
Ø
8"Ø 9"Ø 12"Ø 12"Ø
6"Ø
8"Ø
14
"
Ø
7"Ø 9"Ø 10"Ø 12"Ø 12"Ø 6"Ø
6"Ø
8"Ø12"Ø
7"Ø 9"Ø
10
"
Ø
6"Ø 8"Ø 9"Ø 12"Ø 12"Ø 7"Ø9"Ø
14
"
Ø
16
"
Ø
12"Ø
2SD1
20"X12" RTUDUCT UP
(E)
1
20"X12" RTUDUCT UP
(E)
1
20"X12" RTUDUCT UP(NOT USED)
(E)
(E) 6" RESTRM.EXH. DUCT UP
(E) 6" RESTRM.EXH. DUCT UP
(E) 6" RESTRM.EXH. DUCT UP
(N) 6" RESTRM.EXH. DUCT UP
(E
)
6
"
R
E
S
T
R
M
.
EX
H
.
D
U
C
T
U
P
UTILITYROOM
Hall
(NOT USED)
(N) ROOF LADDER
1
4
1
SCALE
1/4"=1'-0"1
N
(E) PARAPET WALL
(E) PARAPET WALL
(E
)
P
A
R
A
P
E
T
W
A
L
L
(E
)
P
A
R
A
P
E
T
W
A
L
L
10'-
0
"
M
I
N
.
TYP
.
10
'
-
0
"
M
I
N
.
TY
P
.
10'
-
0
"
M
I
N
.
TY
P
.
10
'
-
0
"
M
I
N
.
TY
P
.
10
'
-
0
"
M
I
N
.
TYP
.
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
ROOF MECHANICAL PLAN
M-1.1
ROOF MECHANICAL PLAN
3/4" CONDENSATE DRAIN LINE AND GAS LINE CONNECTION; SEE PLUMBING PLANS
3/4" CONDENSATE DRAIN LINE AND WATER LINE CONNECTION; SEE PLUMBING PLANS
OSA INTAKE W/ 1/4" X 1/4" WIRE MESH SCREEN
2
3
4
1 SA & RA DUCTS UP THRU ROOF TO ROOFTOP UNIT
KEYNOTES
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20"X12" RTUDUCT DOWN
(E)1 2 4
RTU2
20"X12" RTUDUCT DOWN
(E)1 2
RTU
1
THIS (E) RUT NOTUSED IN THISPROJECT
6" RESTRM. EXH.DUCT DOWN
(E)
EF1
6" RESTRM. EXH.DUCT DOWN
(E)
EF2
6" RESTRM. EXH.DUCT DOWN
(E)
EF
3
6" RESTRM. EXH.DUCT DOWN
(E)
EF
4
6" RESTRM. EXH.DUCT DOWN
(N)
EF
5
(E)1 2
RTU3
CEILING DIFFUSER DETAIL SCALE
N.T.S.
HIGH EFFICIENCY TAKEOFF EXTERNALLY
INSULATED WITH VOLUME DAMPER AND
DAMPER LOCK WITH EXTENSION
PROVIDE FULL SIZE HARD
ELBOW FOR TRANSITION
TO VERTICAL
PRE-INSULATED FLEXIBLE
DUCT AS REQUIRED (MAX. 5'-0"),
INSTALL FULLY STRETCHED,
PERMANENTLY SEALED
AND SUPPORTED TO
PREVENT KINKING AND
SHARP TURNS. FLEXIBLE
DUCTWORK IS NOT
PERMITTED ABOVE HARD
CEILINGS.
METAL BAND OVER
INSULATION (TYPICAL)
INSULATED DUCT
PROVIDE SIESMIC
BRACING (TYP)
CEILING
CEILING DIFFUSER
WITH DAMPER AS
SCHEDULED
WORM GEAR
DRAWBAND
(TYPICAL)
16
SCALE
N.T.S.15
CAP SHEET OVER TOP OF
SLEEPER EXTEND DOWN
SIDES BY 2"
NOTE:
SET SUPPORTS ON SOLID NON-RIBBED
NEOPRENE, AND SECURE LAG BOLTS
THROUGH STEEL/NEOPRENE WASHER
BASE FLASHING
ROOF CURB
SEAL W/ MASTIC
SECURE W/ SCREW THRU
STEEL/EPDM WASHER AS NEEDEDFOR PROPER SECUREMENT
(4 SIDES)
MIN. 24 GA. G.I. CAP FLASHING
2x6 @ 16"O.C.
ROOFING MATERIAL
8"
M
I
N
.
ROOF CURB DETAIL
(E) ROOF SHEATHING
3/4" STRUCT. I PLYWOOD
SHEATHING
BRANCH DUCT TAKEOFFS SCALE
N.T.S.13
15 DEG
ROUND DUCT
BELL MOUTH FITTING
AI
R
F
L
O
W
=D+3
SQUARE TO ROUND
ROUND DUCT
45° TAKE-OFF
AI
R
F
L
O
W
SQUARE DUCT
SQUARE DUCT
45° TAKE-OFF
TRANSITION
45° TAKE-OFF
RTU DUCTWORK DETAIL SCALE
N.T.S.
FLEXIBLE
CONNECTOR
(TYPICAL)
ROOF
PROVIDE DUCT
INSULATION PER
SPECIFICATIONS.
(TYPICAL)
SUPPLY AIR DUCT. PROVIDE
TRANSITION AS REQUIRED
TO CONNECT TO RTU.
S/A DUCT. SIZE PER PLAN.
ROUTE AS HIGH AS POSSIBLE.
R/A DUCT. SIZE PER PLAN.
ROUTE AS HIGH AS POSSIBLE.
RETURN AIR DUCT.
PROVIDE
TRANSITION AS
REQUIRED TO
CONNECT TO RTU.
ROOF JOIST
RTU
12
PERPENDICULAR TO JOIST
BOTTOM OF
STRUCTURE
ANGLE OR UNISTRUT
6"
60" (MAX)
LOAD RATED
FASTENERS
PARALLEL TO JOIST
SCALEDUCT HANGER ATTACHMENTS N.T.S.
ROUND DUCT
16 GAUGE GALV STEEL
BAND (2" WIDE)
TWIST STRAP
BOTTOM OF
STRUCTURE
ROOF
3''
MAX
PROVIDE SIESMIC
BRACING (TYP)
LOAD RATED
FASTENERS
SUPPLY REGISTER, REF FLOOR PLAN FOR SIZE AND LOCATION, MOUNT
REGISTERS AT 30° ANGLE IN STOCKROOM AREA AND 15° ANGLE IN SALES
AREA, EXCEPT THOSE SHOWN ON BOTTOM OF DU CT ON THE PLAN IN
SALES AREA, EXCEPT THOSE
RECTANGULAR DUCT
PERPENDICULAR TO STRUCTURE
ROOF
THREADED
ROD (TYP)
24''
OR SMALLER
LOADS MUST BE
HUNG WITHIN 3"
OF PANEL POINTS
REF STRUCTURAL RECTANGULAR
DUCT
LOADS MUST BE
HUNG WITHIN 3"
OF PANEL POINTS
REF STRUCTURAL
3''
MAX
ROOF
NOTE:
1.USE THREADED ROD FOR ALL DUCTS LARGER THAN 60"Ø WIDE.
2.SHEET METAL SCREWS MAY BE OMITTED IF HANGER STRAP IS
CONTINUOUS AND LOOPS UNDER ENTIRE DUCT.
6"HANGER STRAP
SEE NOTE 1.
ANGLE OR UNISTRUT
PROVIDE SIESMIC
BRACING (TYP)1" MIN
PARALLEL TO STRUCTURE
RECTANGULAR DUCT
SHEET METAL
NOTE 2. (TYP)
SCREWS SEE
ROOF
OPTIONAL ROUTING
IN CONCEALED
AREAS
ROUND SUPPLY
AIR DUCT
2"x2"x1/4" ANGLE OR
1 5/8"x1 5/8" UNISTRUT
6"6"
26"Ø TO 50"Ø
SECTION OF EXH. HOOD, BLOWER, & MAKE-UP AIR
SECTION OF EXH. HOOD & BLOWER
9
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
MECHANICAL DETAIL
M-3.0
RevisionDate
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7
5
PIPE MATERIAL SCHEDULE SCALE
N.T.S.
NOTE:
EACH HORIZONTAL DRAINAGE
PIPE SHALL BE PROVIDED
WITH A CLEANOUT AT ITS
UPPER TERMINAL AND EACH
RUN OF PIPING, WHICH IS
MORE THAN ONE HUNDRED
FEET IN TOTAL DELELOPED
LENGTH, SHALL BE PROVIDED
WITH CLEANOUT FOR EACH
ONE HUNDRED FEET , OR
FRACTION THEREOF, IN
LENGTH OF SUCH PIPING.
TYP
E
"
M
"
C
O
P
P
E
R
CLA
S
S
3
1
5
P
V
C
SC
H
4
0
G
A
L
V
.
S
T
E
E
L
AB
S
P
I
P
E
CAS
T
I
R
O
N
"
N
O
H
U
B
"
SC
H
4
0
B
L
A
C
K
S
T
E
E
L
SC
H
4
0
B
L
A
C
K
S
T
E
E
L
CLA
S
S
2
0
0
-
D
R
1
4
TYP
E
"
K
"
C
O
P
P
E
R
TYP
E
"
L
"
C
O
P
P
E
R
PIPE MATERIAL (SEE SPECS)
SANITARY
DRAINAGE
SANITARY
VENT
INDIRECT
WASTE
GAS
INSIDE
OUTSIDE
INSIDE
OUTSIDE
CONCEALED
EXPOSED
INSIDE
OUTSIDE
OUTSIDE
INSIDE
SHOWN IN WALLS OR ABOVENON-ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND
WATER
12 CALIFORNIA GREEN BUILDING STANDARDS CODE
1. INCLUDES WATER CLOSETS WITH AN EFFECTIVE FLUSH RATE OF 1.12 GALLONS OR LESS WHEN TESTED PER ASME A 112.19.2 AND ASME A 112.19.14.
3. WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS RATED AT 0.35 GPM OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.
4. FLOOR-MOUNTED URINALS @ 0.5 GPF OR WALL-MOUNTED URINALS @ 0.125 GPF.
PIPE MATERIAL SCHEDULE
GENERAL NOTES
CODE :
SCOPE OF WORKS:
1. SOIL AND WASTE PIPE SHALL SLOPE 2% MINIMUM, UNLESS OTHERWISE NOTED OR
REQUIRED BY CODE.
2. ALL DRAWN WATER & GAS LINES SHALL BE KEPT TIGHT TO THE UNDERSIDE OF
EQUIPMENT & SECURED IN PLACE.
3. VERIFY THE LOCATION OF THE SANITARY SEWER ON THE SITE PLAN AND SHALL
REVISE THE SEWER SYSTEM AS REQUIRED.
4. PROVIDE TRAP PRIMERS FOR FLOOR DRAINS IN RESTR00MS, WHERE REQUIRED BY
CODES. PROVIDE DEEP SEAL TRAPS FOR FLOOR DRAINS WITHOUT TRAP PRIMERS.
5. ALL CLEANOUTS SHALL BE INSTALLED WHERE READILY ACCESSIBLE. THE
CONTRACTOR SHALL COORDINATE ALL CLEANOUT LOCATIONS WITH EQUIPMENT,
CABINETS, ETC. AND THE OWNERS REPRESENTATIVE PRIOR TO ANY INSTALLATION.
6. ALL VALVES, TRAP PRIMERS, WATER HAMMER ARRESTORS OR OTHER EQUIPMENT
SHOWN IN WALLS OR ABOVENON-ACCESSIBLE CEILING SHALL BE INSTALLED BEHIND
AN ACCESS PANEL.
7. ALL PLUMBING FIXTURE VENTS SHALL TERMINATE A MINIMUM OF 12 INCHES FROM
ANY VERTICAL SURFACE AND10 FEET FROM ANY OUTSIDE AIR INTAKE.
8. PROVIDE GAS PIPING TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR
OPERATION.
9. INSTALL SHUT-OFF VALVES ON ALL HOT & COLD WATER LINES TO FIXTURE OR
APPLIANCE. ALL EXPOSED WATER AND WASTE LINES TO BE CHROME PLATED.
10. PROVIDE A LEVER HANDLE GAS SHUT-OFF VALVE IN THE BRANCH PIPING OF EACH
APPLIANCE OR PIECE OF EQUIPMENT, FOR EACH APPLIANCE INSTALL QUICK
DISCONNECT, FLEXIBLE PIPE WHEN ALLOWED BY CODE AND RESTRAINING DEVICE
FURNISHED BY OWNER, PROVIDE PRESSURE REDUCING VALVES AT EACH PIECE OF
EQUIPMENT OR APPLIANCE, IF GAS PRESSURE GREATER THAN 10"/WC IS USED
DOWNSTREAM FROM THE GAS METER.
11. ALL VALVES, UNIONS, ETC. SHALL BE SAME SIZE AS PIPE UNLESS OTHERWISE
INDICATED ON DRAWINGS.
12. REFER TO KITCHEN EQUIPMENT DRAWINGS FOR PLUMBING ROUGH-IN SCHEDULE &
FOR ADDITIONAL WORK T(BE FURNISHED & INSTALLED BY CONTRACTOR. ALL
ROUGH-IN PLUMBING AND FINAL CONNECTIONS TO KITCHEN EQUIPMENT SHALL BE
MADE BY THE CONTRACTOR U.O.N.
13. REFER TO MECHANICAL SHEETS FOR HVAC AND HOOD PLUMBING REQUIREMENTS.
14. ALL GAS LINES SHALL BE SUPPORTED SEE SPECS.
15. ALL FLOOR SINKS AND FLOOR DRAINS IN TRAFFIC AREAS SHALL BE INSTALLED
FLUSH TO FLOOR SURFACE.
16. PROVIDE WATER HAMMER ARRESTOR FOR ALL HAND SINKS AND URINAL WATER
LINES.
17. PROVIDE AIR GAPS FOR INDIRECT DRAINS AS REQUIRED BY CODE. AIR GAP SHALL
BE MINIMUM 2 TIMES THE DIAMETER OF THE INDIRECT DRAIN.
18. PRIOR TO COMMENCING WORK ON THIS PROJECT, VERIFY DEPTH, SIZE, LOCATION
AND CONDITION OF ALL EXISTING UTILITIES IN FIELD. SHOULD CONDITIONS EXIST
OTHER THAN THOSE INDICATED WHICH WOULD CAUSE THE DESIGN TO BE ALTERED,
CONTRACTOR SHALL NOTIFY OWNER AND ARCHITECT IMMEDIATELY.
19. COORDINATE INSTALLATION OF PLUMBING WORK WITH ALL OTHER TRADES SO AS
TO AVOID UNNECESSARY DELAY OR INTERFERENCES, CONTRACTOR SHALL REVIEW
ARCHITECTURAL AND EQUIPMENT SHEETS,
20. FURNISH & INSTALL ALL BACK FLOW PROTECTION DEVICES REQUIRED BY AGENCIES
HAVING JURISDICTION, BACK FLOW DEVICES REQUIRING TESTING SHALL BE
INSTALLED NO HIGHER THAN 5'-0" A.F.F.
21. PROVIDE CONDENSATE DRAIN FROM A/C UNITS TO APPROVED DRAIN, GAS PIPING
TO UNITS AND ALL FINAL CONNECTIONS REQUIRED FOR OPERATION,
22. THE OWNER OR KITCHEN EQUIPMENT SUPPLIER MAY SUBSTITUTE EQUIPMENT OR
THE EQUIPMENT MAY VARY FROM WHAT IS SHOWN, THEREFORE, VERIFY ALL
CRITICAL DIMENSIONS WITH THE OWNER PRIOR TO CONSTRUCTION, FAILURE OF
THE CONTRACTOR TO VERIFY THESE DIMENSIONS SHALL PLACE THE
RESPONSIBILITY FOR ANY SUBSEQUENT RELOCATION DIRECTLY UPON THE
CONTRACTOR,
23. ALL WATER LINES SHALL BE RUN OVERHEAD U.O.N.
24. ALL WATER LINES SHALL BE FLUSHED PRIOR TO CONNECTING ANY FIXTURES OR
EQUIPMENT.
25. PROVIDE ESCUTCHEON PLATES AND SILICONE SEALANT AT ALL UTILITY
PENETRATIONS INTO WALLS, CEILINGS AND FLOORS, DO NOT USE CAULKS OR
EXPANDING FOAMS FOR SEALANT.
26. ABS WASTE PIPE CAN BE SUBSTITUTED FOR BLACK IRON WASTE
PIPE WHERE ALLOWED BY LO CAL MUNICIPALITIES.
SCALE
N.T.S.13
2019 CALIFORNIA PLUMBING CODE (2019 CPC)
CURRENT CITY / COUNTY AMENDMENTS
PIPE MATERIAL SCHEDULE
PLUMBING FIXTURE SCHEDULE
Y.B.YARD BOX
R.D.ROOF DRAIN
A.P.ACCESS PANEL
V.T.R.VENT THRU ROOF
V.B.F VENT THRU ROOF
V.C.P.VITRIFIED CLAY PIPE
C.I.VAST IRON
A.C.P ASBESTOS CEMENT PIPE
(N)NEW
(E)EXISTING
F.D.FLOOR DRAIN
H.D.HUB DRAIN
OFD OVERFLOW DRAIN
F.S.FLOOR SINK
G.L.GAS LINE
A.F.F.ABOVE FINISHED FLOOR
PLUMBING EQUIPMENT DESIGNATION
KITCHEN EQUIPMENT NUMBER; REFER TO
KITCHEN EQUIP, DRAWINGS FOR DESCRIPTION
SANITARY WASTE LINE
GREASE WASTE LINE
G GAS / GAS STUB
CW COLD WATER / CW STUB
HW HOT WATER / HW STUB
H.W.R.HOT WATER RETURN
V.SANITARY VENT
S.D.STORM DRAIM
C.D.CONDENSATE DRAIN
F.C.O.FLOOR CLEANOUT OR CLEANOUT TO GRADE
WALL CLEANOUT
FILTERED WATER
TW PREMIXED TEMOEARTURE WATER
H.B.HOSE BIBB
S.O.V.SHUT- OFF GATE COCK
S.O.C.SHUT- OFF GAS COCK
C.V.CHECK VALVE
P.T.R.V.PRESS-TEMPERATURE RELIEF VALVE
B.V.BALL VALVE
C.W.COLD WATER BELOW GRADE
FW
W.C.O.
E.C.O EXTERIOR CLEAN OUT
BFP BACK FLOW PREVENTER
FU FIXTURE UNT
S.O.V.ANSUL SHUT- OFF GATE VALVE
UNION (LINE SIZE)
P.O.C
X-X 000
XXX
SS
GW
G
HW
HWR
SD
CD
FW
TW
CW
V
PLUMBING LEGEND
SS
GW
20. FURNISH & INSTALL ALL BACK FLOW PROTECTION DEVICES REQUIRED BY AGENCIES
PLUMBING LEGEND SCALE
N.T.S.
SYMBOLS ABBREV.DESCRIPTION
SCALE
N.T.S.9
CALIFORNIA GREEN BUILDING STANDARDS CODE
P.O.C. VERIFY EXACT DEPTH, SIZE, LOCATION & DIRECTION OF
FLOW PRIOR TO ANY OTHER WORK (TYP.)
TP TRAP PRIMER
CALIFORNIA GREEN BUILDING STANDARDS CODE SCALE
N.T.S.4
TABLE A5.303.2.3.1 FIXTURE FLOW RATES
FIXTURE TYPE
SHOWERHEADS
BASELINE FLOW-RATE²MAXIMUM FLOW RATE AT
> 12% REDUCTION
LAVATORY FAUCETS NON-RESIDENTIAL
KITCHEN FAUCETS
WASH FOUNTAINS
METERING FAUCETS
METERING FAUCETS FOR WASH FOUNTAINS
GRAVITY TANK-TYPE WATER CLOSETS
FLUSHOMETER TANK WATER CLOSETS
FLUSHOMETER VALVE WATER CLOSETS
ELECTROMECHANICAL HYDRAULIC WATER CLOSETS
FLUSHOMETER VALVE URINALS
2.0 GPM @ 80 PSI
0.5 GPM @ 60 PSI
1.8 GPM @ 60 PSI
1.8 GALLONS/CYCLE/20 [RIM SPACE (IN.) @ 60 PSI]
0.20 GALLONS/CYCLE
0.20 GALLONS/CYCLE/20 [RIM SPACE (IN.) @ 60 PSI]
1.28 GALLONS/FLUSH
0.5 OR 0.125 GALLONS/FLUSH4
1.28 GALLONS/FLUSH
1.28 GALLONS/FLUSH
1.28 GALLONS/FLUSH
1.8 GPM @ 80 PSI
0.35 GPM @ 60 PSI
1.6 GPM @ 60 PSI
1.6 GPM/20 [RIM SPACE (IN.) @ 60 PSI]
0.18 GALLONS/CYCLE
0.18 GALLONS/CYCLE/20 [RIM SPACE (IN.) @ 60 PSI]
1.12 GALLONS/FLUSH
0.44 OR 0.11 GALLONS/FLUSH
1.12 GALLONS/FLUSH
1.12 GALLONS/FLUSH
1.12 GALLONS/FLUSH
1. INCLUDES WATER CLOSETS WITH AN EFFECTIVE FLUSH RATE OF 1.12 GALLONS OR LESS WHEN TESTED PER ASME A 112.19.2 AND ASME A 112.19.14.
2. SEE TABLE A5.503.2.2 FOR ADDITIONAL NOTES AND REFERENCES.
3. WHERE COMPLYING FAUCETS ARE UNAVAILABLE, AERATORS RATED AT 0.35 GPM OR OTHER MEANS MAY BE USED TO ACHIEVE REDUCTION.
4. FLOOR-MOUNTED URINALS @ 0.5 GPF OR WALL-MOUNTED URINALS @ 0.125 GPF.
1
1
1
1
3
3
RHEEM / MODEL: ES50-6-G
PLUMBING FIXTURE SCHEDULE SCALE
N.T.S.
ITEM FIXTURE SOIL OR
WASTE VENT HOT
WATER
COLD
WATER WSFUTEMP'D
WATER DFU DESCRIPTION MANUFACTURER/ MODEL NUMBER
JOSAM / MODEL: 56000
JOSAM / MODEL: 58510
KOHLER "HIGHLINE" / MODEL: K-3519
KOHLER / MODEL: K-2032-0
T&S MODEL # B-0831 - WA
CAST IRON CLEANOUT WITH THREADED ADJUSTABLE HOUSING, ROUND SCORIATED HEAVY CAST
IRON COVER.
CASTIRON CLEANOUT TEE WITH INLET / OUTLET SPIGOT AND THREADED BRASS PLUG, WITH
STAINLESS STEEL ACCESS COVER.
WHITE VITREOUS CHINA, WALL-HUNG, TOP INLET, ADA COMPLIANT, WITH WALL HANGER.
STAINLESS STEEL HAND SINK, DROP-IN COUNTER
PER KITCHEN EQUIPMENT SCHEDULE
---------------------
---------------------
3/4''------2.54.03''2''
URINAL 1''------4.02.02''1-1/2''
LAVATORY 1/2''1/2''1.01.01-1/2''2"
HAND SINK 1/2''---1/2''1.52.01-1/2''2"
---------------1''1''
WHITE VITRESOUS CHINA FLOOR MOUNTED FLUSHOMETER TANK (PRESSURE ASSISTED) TYPE,
ELONGATED BOWL, ADA COMPLIANT, WITH OPEN FRONT SEAT COVER. FLUSHOMETER TANK:
PROVIDE TANK COVER. FLUSH LEVERS SHALL BE RIGHT HAND OR LEFT HAND AS REQUIRED TOCORRESPOND WITH ACCESS FROM WIDE SIDE OF STALL (VERIFY FLUSH SIDE REQUIREMENTS).
ZURAM / MODEL: FD-2210
LIGHT DUTY ADJUSTABLE PVC WITH THREADED ADAPTOR AND 5'' DIAMETER NICKEL BRONZE
RING AND FASTENED GRATEFLOOR DRAIN 2''2.0---------
LAV
WC
URN
HS
FD
FCO
WCO
WH
---
1-1/2''
1/2''
TRAP
PRIMER
KOHLER "BARDON" / MODEL: K-4991
WHITE VITREOUS CHINA, WALL-HUNG WITH INTEGRAL BACK SPLASH, WALL HANGERS INCLUDED,
ADA ACCESSIBLE. FAUCET CENTER: 4". FLAT GRID STRAINER. BRAIDED WATER LINES. WATER
SUPPLY AND DRAIN PIPES UNDER SINK TO BE INSULATED. FAUCET: SELF-CLOSING/METERING
FAUCET W/ TEMPERING VALVE TO LIMIT HOT WATER TO 110°F.
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
- INSTALL PLUMBING FIXTURES AS SHOWN
1
PLUMBING FIXTURE SCHEDULE
P-0.0
WATER
CLOSET
FLOORCLEANOUT
WALLCLEANOUT
WATERHEATER
No.
2
3
4
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--/--/----
BUILDING12/02/2022
TENANT IMPROVEMENT FOR A MEDICAL GROUP
ELECTRIC TANK WATER HEATER
6 KW INPUT, @ 50°F TEMPERATURE RISE
STAINLESS STEEL KITCHEN SINK
PER KITCHEN EQUIPMENT SCHEDULE
KITCHEN SINK 1/2''---1/2''1.52.01-1/2''2"KS
STAINLESS STEEL MOP SINK, FLOOR MOUNT. FAUCET: T&S #B2465, WITH VACUUM BREAKERMOP SINK 3/4''---3.03.02''3''3/4''MS
NOTE SCALE
N.T.S.2
1.PER SECTION 301.1.1 CALGREEN AND CIVIL CODE 1101.3(C), ALL
NON-COMPLIANT PLUMBING FIXTURES WITHIN THIS BUILDING SHALL BE
REPLACED WITH WATER-CONSERVING PLUMBING FIXTURES". BUILDINGS
FINALED ON OR AFTER 01/01/94 ARE EXEMPT FROM THIS REQUIREMENT.
A. THIS APPLIES TO FIXTURES THAT ARE IN THE REMODELED AREA
REGARDLESS OF VALUATION.
1
SCALE
1/4"=1'-0"1
N
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
WATER SUPPLY PLAN
WATER SUPPLY PLAN
P-1.0
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--/--/----
BUILDING12/02/2022
No.
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3
4
5
6
1
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11
Sick Triage
Sick
Waiting
Well
Waiting
Nurse
Station
Exam-1Exam-2Exam-3Exam-4
Exam-5
Exam-6 Exam-7 Exam-8
Lab
Dr Office-1 Dr Office-2
Employee Lunch Rm
Reception
CLO.
Well Triage
RestRm-1
RestRm-4
Storage
WATER & GAS PLAN NOTES SCALE
N.T.S.
A.WATER DISTRIBUTION PIPING IS SHOWN ABOVIE FINISH CEILING UNDER SLAB DISTRIBUTION
ALLOWED AT CONTRACTOR OPTION. COORDINATE ALL DETAILS
B.FLUSH ALL WATER SUPPLY LINES OF ALL DEBRIS AND IMPURITIES PRIOR TO CONNECTING TO WATER
FILTERS.
C.NEW OR REPAIRED POTABLE WATER SYSTEMS SHALL BE DISINFECTED PRIOR TO USE ACCORDING
TO SEC. 609.9 (1-3) OF THE PLUMBING CODE.
D.PROVIDE REDUCED PRESSURE BACKFLOW TO SERVE CARBONATOR, DRAIN RELIEF TO FLOOR SINK
WITH MIN. 1" AIR GAP.
E.PROVIDE A VENTED DOUBLE CHECK VALVE W/ ATMOSPHERIC PORT FOR THE WATER LINES SUPPLY
LINES TO FOOD SERVICE EQUIPMENT (ASSE-1022.)
F.EQUIPMENT VENDOR TO FOLLOW MANUFACTURER'S REQUIREMENTS TO INSTALL DOUBLE CHECK
VALVE ON EQUIPMENTS WHERE APPLICABLE.
G.WATER SUPPLY CONNECTION TO COMMERCIAL DISHWASHING MACHINE SHALL BE PROTECTED BY
AN AIR GAP OR BACKFLOW PREVENTION DEVICE PER SEC. 603 OF THE CPC. BACKFLOW PREVENTION
DEVICE FOR COMMERCIAL DISHWASHERS MUST MEET ONE OF THE FOLLOWING: ASSE 1001, CSA
B64.1.1, ASSE 1020, CSA B64.1.2, ASSE 1056 OR ASSE 1004. SEC. 603.3.2, 603.3.5, 603.3.6.
H.POTABLE WATER SUPPLY TO BEVERAGE DISPENSERS, CARBONATORS, OR COFFEE MACHINES SHALL
BE PROTECTED BY AN AIR GAP OR A VENTED BACKFLOW PREVENTER IN ACCORDANCE WITH ASSE
1022.603.5.12.
I.PUBLIC LAVATORIES SHALL HAVE A WATER TEMPERING DEVICE THAT COMPLIES WITH ASSE 1070 OR
CSA B125.3. WATER HEATER THERMOSTAT SHALL NOT BE CONSIDERED A CONTROL TO MEET THIS
PROVISION.
J.INSULATION OF DOMESTIC HOT WATER PIPING SHALL BE IN ACCORDANCE WITH SEC. 609.11.1 AND
SEC. 609.11.2. INSULATION FOR HOT WATER PIPING SHALL BE SECTIONAL GLASS FIBER AS
MANUFACTURED BY OWENS CORNING FIBERGLASS TYPE ASJ/SSLII OR APPROVED EQUAL, WITH
FACTORY APPLIED, ALL PURPOSE, FIRE RETARDANT JACKET.
K.ALL EXPOSED GAS PIPING SHALL BE PROTECTED AGAINST CORROSION BY COATING OR WRAPPING
WITH AN INERT MATERIAL APPROVED FOR SUCH APPLICATIONS.
9HOT WATER DEMAND SCALE
N.T.S.8
LAV(1.0)
LAV(1.0)
LAV(1.0)
LAV(1.0)
WC(2.5)
WC(2.5)
URN(20.0)
HS(1.0)
HS(1.0)
HS(1.0)
HW HW HW HW HW HW HW HW HW HW HW HW
CW
HW CW
CW
WC(2.5)
CW
CW CW CW CW CW CW CW CW CW CW CW
CWHW
CW
CW
CW
CW
CW
HW
HW
HW
HW
HW
HW
CW
CW
CWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCWCW
CW
CW
CW
CW
CW
CW
CW
CW
1"
C
W
(
3
)
HW
HW
G
(N) 1-1/2" GAS METER(TOTAL DEV.LENGTH = 80 FT)
PROVIDE SEISMIC SHUT-OFF VALVE(LITTLE FIREFIGHTER, MODEL: VAGV-100)
GGGGGGGGGGGGGGGGGGG
(E) 1-1/4" GAS UP
THRU ROOF FOR
RTU1, RTU2, RTU3
(E) 1-1/2"G (E) 1-1/2"G(E) 1-1/2"G(E) 1-1/2"G1/2"G (E
)
1
"
G
KS(1.0)
CPC TABLE 1215.2 16 GAS PIPE SIZING SCALE
N.T.S.12
1/
2
"
H
W
(
1
)
1/
2
"
C
W
(
1
)
1/
2
"
H
W
(
1
)
RestRm-2
3/
4
"
C
W
(
2
.
5
)
3/
4
"
C
W
(
3
.
5
)
3/4"CW(4.5)3/4"CW(5.5)3/4"CW(6.5)1-1/4"CW(38)
1/2"CW(1)
1/2"HW(1)
1/2"CW(1)
1/2"HW(1)
3/4"CW(3.5)
WC(2.5)RestRm-3
3/4" CW(4.5)
1"CW(20)
3/4"CW(2.5)
3/4"CW(2.5)
3/4"CW(3.5)
RestRm-2
1/2"HW(1)
LAV(1.0)1/
2
"
H
W
(
2
)
3/
4
"
HW
(
3
)
3/
4
"
HW
(
4
)
1"
C
W
(
2
4
.
5
)
1-
1
/
4
"
C
W
(3
0
.
5
)
1/2"CW(1)
1-
1
/
4
"
C
W
(3
1
.
5
)
1-
1
/
4
"
C
W
(
4
1
)
1-1/4"CW(41)1-1/4"CW(41)1-1/4"CW(41)
(E)1-1/4" SOV
3/4"HW(2)3/4"HW(3)
1/
2
"
H
W
(
1
)
1/
2
"
C
W
(
1
)
3/4"HW(4)3/4"HW(9)
3/
4
"
H
W
(
9
)
MS(3.0)
3/4" HW(3)
1" HW(12)
1" CW
W/H
UTILITYROOM
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
WATER HEATER
SPECIFICATION
P-1.1
RevisionDate
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BUILDING12/02/2022
No.
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WATER HEATER SPECIFICATION SCALE
N.T.S.1
SCALE
1/4"=1'-0"1
N
WASTE & VENT PLAN
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
WASTE & VENT PLAN
P-2.0
SCALE
N.T.S.WASTE & VENT PLAN NOTES 4
A.ALL REQUIRED CLEANOUTS SHALL BE INSTALLED PER SEC. 707.0
& 719.0 OF THE 2019 CALIFORNIA PLUMBING CODE.
B.EACH PLUMBING VENT SHALL TERMINATE NOT LESS THAN 10 FT
FROM OR AT LEAST 3 FT ABOVE ANY WINDOW, DOOR, OPENING
OR AIR INTAKE. WATER SUPPLY AND DRAIN PIPES UNDER
ACCESSIBLE LAVATORIES AND SINKS SHALL BE INSULATED OR
OTHERWISE BE CONFIGURED TO PROTECT AGAIN CONTACT.
PROTECTORS, INSULATORS, OR BOTH SHALL COMPLY WITH
ASME A112.18.9.
C.INDIRECT WASTE PIPING FROM FOOD HANDLING FIXTURES OR
EQUIPMENT SHALL BE SEPARATELY PIPED BY MEANS OF AN
AIRGAP TO THE INDIRECT WASTE RECEPTOR AND SHALL NOT BE
COMBINED WITH ANY OTHER INDIRECT WASTE PIPING.
D.ALL WASTE LINES TO HAVE MIN. 2% SLOPE.
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Sick Triage
Sick
Waiting
Well
Waiting
Nurse
Station
Exam-1Exam-2Exam-3Exam-4Exam-5
Exam-6 Exam-7 Exam-8
Lab
Dr Office-1 Dr Office-2
Employee Lunch Rm
Reception
CLO.
Well Triage
RestRm-2
Storage
SS
SS
SS
SS
SS
SS
SS
SS
(E
)
M
A
I
N
S
E
W
E
R
SS SS SS SS SS
SSSSSSSSSSSSSSSSSSSSSS
S
S
FCO
FCO
SS
SS
SSSS
FCO
SS
RestRm-2
RestRm-3
SS
(E
)
4
"
S
S
(E
)
4
"
S
S
(E) 4"SS
3"SS3"SS3"SS3"SS
WC(4)WCO
RestRm-4
WC(4)WCO
WC(4)WCO
URN(1)WCO
LAV(1)WCO
LAV(1)WCO
LAV(1)WCO
LAV(1)WCO
LAV(1)WCORestRm-1
3"
S
S
3"
S
S
3"SS
2"S
S
2"
S
S
2"
S
S
2"
S
S
2"SS
3"SS
2"
S
S
3"
S
S
(E
)
(E
)
(E
)
(E
)
(E
)
(E
)
2"
S
S
WC(4)WCO
2"VTR.
2"VTR.
2"VTR.
2"VTR.
(2)
HS
(E
)
(E
)
(E)
1-
1
/
2
"
V
1-
1
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2
"
V
2"VTR.(E)
2"VTR.
2"VTR.
(E) P.O.C
P.
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(2)
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HS
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SS
SS
3"
S
S
3"SS
MS(3)
UTILITYROOM
2"V
TRAP SEAL PRIMER DETAIL SCALE
N.T.S.
DOMESTIC WATER LINE
TRAP PRIMER VALVE
DISTRIBUTION UNIT, FORUP
TO 4 LINES
1/2" TRAP PRIMER LINE
FLOOR DRAIN
FLOOR SLAB
SLEEVE THRU
SLAB
1/2" TRAP PRIMER SUPPLY
12
3-COMPARTMENT SINK DETAIL
CONCRETE SURFACE OR FLOOR
COVERING AS REQUIRED
CLEANOUT COVER
CSK SCREW
CLEANOUT PLUG
FINISHED FLOOR
FLOOR CLEANOUT SCALE
N.T.S.
CAULKING FERRULE
FLOW
PIPE HANGING DETAIL
6
24"X 18"X 6"INSTALL CAULKING FERRULE
3-COMPARTMENT SINK DETAIL
COLD WATER SUPPYTO WATER HEATER.
WATER HEATER SCALE
N.T.S.
HOT WATER TO FIXTURESAS SHOWN ON PLANS
THERMOMETER
PROVIDE FULL PORT BALL
SHUT-OFF VALVES
PROVIDE PIPE
UNIONS, DIELECTRIC
IF REQUITED FOR
DISSIMILAR METALS.
DRAIN VALVE BY
HEATER MANUFACT.
BURNER THERMOSTAT &
PRESSURE REGULATOR
FURNISHED WITH W.H.
SHUT-OFF COCK
GROUND JOINT UNION
6'' LONG DIRT LEG
PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS.
REFER TO FLOOR PLANS FOR PIPE SIZES. SET HEATER THERMOSTAT AT 140°F
PROVIDE SEISMIC STRAP OR BRACING AS REQUIRED BY REQUIRED BY LOCAL AUTHORITIES
CHECK VALVE IN
HORIZONTAL PIPE
RECIRCULATION PUMP IF
SHOWN ON FLOOR PLAN
STRAINER
STRAP-ON
AQUASTAT
SET 5° LOWER
THAN HEATER
PROVIDE A 210° F ASME APPROVED
TEMPERATURE AND 150 PSI PRESSURE
RELIEF VALVE WITH TEST LEVER
SIZED WITH AGA/CGA TEMPERATURE STEAM
RATING 10% OVER HEATER INPUT
SECURE TO WALL W/16 GAGE METAL STRAP(TYP.)
ONE STRAP TO BE IN THE UPPER 1/3 OF THE TANK
AND ONE IN THE LOWER 1/3 OF THE TANK. THE
LOWER POINT SHALL BE A MINIMUM OF 4'' ABOVE
THE CONTROLS 3/8''Ø x 3'' PENETRATION INTO
SUPPORT MEMBRANE
PROVIDE A HARD COPPER RELIEF LINE
FULL SIZE OF VALVE DISCHARGE
TO MOP SINK OR FLOOR SINK
THERM-X-TROL THERMAL
EXPANSION TANK, 'AMTROL' ST-12
(4.4 GAL) OR "WILKINS" WXTP-18 (4.5
GAL) OR APPROVED EQUAL
APPROX. 5 GALLON
10
24" MIN. FROM ANY WALL
OR VERTICAL SURFACE
VENT THROUGH ROOF DETAIL (VTR)SCALE
1"=1'-0"
10"6"
M
I
N
.
FLASHING: 4 LBS. SHEET
LEADVENT THRU ROOF
HAND WIPE OR SOLDER
JOINT
ROOF
CONSTRUCTION
ESCUTCHEON FOR
EXPOSED RISER
VENT PIPE
PIPE SLEEVE
MASTIC CAULKING
COMPOUND & OAKUM
OFFSET IN CEILING
WHERE REQUIRED PIPING ARRANGEMENT SHOWN IS SCHEMATIC. ADJUST TO SUIT FIELD CONDITIONS.
REFER TO FLOOR PLANS FOR PIPE SIZES. SET HEATER THERMOSTAT AT 140°F
PROVIDE SEISMIC STRAP OR BRACING AS REQUIRED BY REQUIRED BY LOCAL AUTHORITIES
TANKLESS WATER HEATER
14
TRAP PRIMER PIPING DETAIL
PROVIDE A SECTION OF HIGH
COMPRESSION STRENGTH
INSULATION AT EACH HANGER
POINT. INSULATION MAY BE HALF
ROUND OR FULL ROUND & EXTENDED
2" BEYOND GALV. SHIELD EA. WAY.
INSULATION
WHERE REQ'D.
HANGER ROD
PROVIDE SEISMIC
BRACING PER
CPC (TYP)
PIPE
INSULATION
WHERE REQ'D.PROVIDE SEISMIC
BRACING PER
CPC (TYP)
GALV. IRON
SHEET SHIELD
(12" LONG)
UNISTRUT
CHANNEL
NOTES
1. ATTACH SUPPORTS FOR ALL PIPING SUSPENDED FROM THE
STEEL STRUCTURE TO THE TOP CORD OF JOISTS OR BEAMS.
2. PROVIDE COPPER OR PLASTIC COATED
HANGERSFORNON-INSULATED COPPER PIPE.
PIPE
PIPE HANGING DETAIL SCALE
N.T.S.
FLOOR SINK / INDIRECT DRAIN DETAIL
3
WEIGHT / FT.
WITH WATER (IN LBS.)
.38
WATER PIPING (COPPER TYPE "L")
PIPE
SIZE MAX SPACING
6'
ROD SIZE
3/8''
LOAD / HGR
2.281/2''
.66 6'3/8''3.963/4''
1.04 6'3/8''6.241''
1.43 6'3/8''8.581-1/4''
1.92 6'3/8''19.21-1/2''
3.09 10'3/8''30.82''
4.52 10'3/8''45.22-1/2''
PIPE HANGING DETAIL SCALE
N.T.S.
PIPE
THREADED ROD PER
SPECIFICATION
THREADED ROD PER
SPECIFICATION
ADJUSTABLE CLEVIS
HANGER
FIBERGLASS INSULATION
PER SPECIFICATION
INDIRECT WASTE EQUIPMENT CONNECTION
7
WALL CLEANOUT - FINISHED ROOMS
N.T.S.FLOOR SINK/DRAIN SCALE 1
FINISH FLOOR ELEVATION
CONNECTOR
TAILPIECE
P-TRAP
WASTE LINE
WALL CLEANOUT - FINISHED ROOMS SCALE
N.T.S.
MAY EXTEND AS
WASTE OR VENT
FOR WALL CONST.
REF. ARCH. DWGS.
C.I. CLEANOUT TEE
C.I. CLEANOUT TEE
COUNTERSUNK
SCREW
POLISHED S.S.
ACCESS COVER
8" MINIMUM
1/8" BEND AND END OF
LINE CLEANOUT
WASTE LINE
WASTE LINE
LENGTH TO SUIT
FLOW
PIPE HANGING DETAIL
2
PROVIDE CLEANOUTS IN
TURNS/ENDS OF PIPE DISCHARGE INTO CENTER
OF FLOOR SINK WITH MIN.
1" AIR GAP
MAKE CONNECTION TO
EQUIPMENT AS REQUIRED
SLOPE PIPE AS MUCH AS
POSSIBLE TOWARD
DISCHARGE PROVIDE TRAP AND 6" HIGH
PIPE VENT OPEN TO
ATMOSPHERE WHEN DRAIN
LINE IS LONGER THAN 5'NOTE: ROUTE PIPE INCONSPICUOUSLY AND
UNOBTRUSIVELY. HANG PIPE AS REQUIRED. REFER TO
LOCAL CODES FOR FURTHER INFORMATION.
INDIRECT WASTE EQUIPMENT CONNECTION SCALE
N.T.S.8
GAS PIPE SPACING OF SUPPORTS
PROJECT NO :
DATE :
SCALE :
909.736.8728
idu626@gmail.com
590 W CENTRAL AVE
#J, BREA, CA 92821
www.idudesign.org
IDU DESIGN, Inc
PLUMBING DETAILS
P-3.0
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