HomeMy WebLinkAbout1570 Brookhollow Dr Unit#118 - Plan12/31/202 5
Bldg #101122168
Elect #20184856
Plumb #30148246
Mech #40139901
APPROVALS:
PLNG - F. Arias
PUBLIC WORKS - Y. Soto
ELECT/PLUMB/MECH - CSG
12/31/202 5
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CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement)
Y N/A RESPON.PARTY
PARTY y CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions
of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square
feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within
the authority of California Building Standards Commission). Code sections relevant to additions and
alterations shall only apply to the portions of the building being added or altered within the scope of the
permitted work.
A code section will be designated by a banner to indicate where the code section only applies to newly
constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no
banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:
Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section
1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water -conserving
plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions,
types of commercial real property affected, effective dates, circumstances necessitating
replacement of noncompliant plumbing fixtures, and duties and responsibilities for
ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and
alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)
301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,
only those code measures relevant to the building components and systems considered to be new
construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant
improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in
Section 301.3 non-residential additions and alterations.
ABBREVIATION DEFINITIONS:
HCD
Department of Housing and Community Development
BSC
California Building Standards Commission
DSA-SS
Division of the State Architect, Structural Safety
OSHPD
Office of Statewide Health Planning and Development
LR
Low Rise
HR
High Rise
AA
Additions and Alterations
N
New
CHAPTER 5
NONRESIDENTIAL MANDATORY MEASURES
DIVISION 5.1 PLANNING AND DESIGN
SECTION 5.101 GENERAL
5.101.1 SCOPE
The provisions of this chapter outline planning, design and development methods that include environmentally
responsible site selection, building design, building siting and development to protect, restore and enhance the
environmental quality of the site and respect the integrity of adjacent properties.
SECTION 5.102 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not
numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of
80 degrees above nadir. This applies to all lateral angles around the luminaire.
ELECTRIC VEHICLE (EV). [BSC-CG, HCD] An automotive -type vehicle for on -road use, such as passenger
automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles and the like, primarily powered
by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array or other
source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the
California Electrical Code, off -road, self-propelled electric vehicles, such as industrial trucks, hoists, lifts, transports,
golf carts, airline ground support equipment, tractors, boats and the like, are not included.
ELECTRIC VEHICLE (EV) CAPABLE SPACE. [BSC-CG,
DSA-SS and HCD] A vehicle space with electrical panel space and load capacity to support a branch circuit and
necessary raceways, both underground and/or surface mounted, to support EV charging.
ELECTRIC VEHICLE (EV) CHARGER. [BSC-CG, HCD] Off -board charging equipment used to charge an electric
vehicle.
ELECTRIC VEHICLE CHARGING SPACE (EV SPACE). [HCD] A space intended for future installation of
EV charging equipment and charging of electric vehicles.
ELECTRIC VEHICLE CHARGING STATION (EVCS). [BSC-CG, DSA-SS, HCD] One or more electric vehicle
charging spaces served by EVSE or receptacle(s).
ELECTRIC VEHICLE (EV) READY SPACE. [HCD] A vehicle space which is provided with a branch circuit; any
necessary raceways, both underground and/or surface mounted; to accommodate EV charging, terminating in a
receptacle or a charger.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE).[BSC-CG, DSA-SS and HCD] The conductors, including
the ungrounded, grounded and equipment grounding conductors and the electric vehicle connectors, attachment
plugs, personnel protection system, and all other fittings, devices, power outlets or apparatus installed specifically for
the purpose of transferring energy between the premises wiring and the electric vehicle.
SECTION 5.105 DECONSTRUCTION AND REUSE OF EXISTING STRUCTURES
5.105.1 Scope. [BSC-CG] Effective July 1, 2024, alteration(s) to existing building(s) where the combined altered
floor area is 100,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to
existing building(s) where the total floor area combined with the existing building(s) is 100,000 square feet or greater
shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined
floor area shall be 50,000 square feet or greater.
[DSA-SS] Alteration(s) to existing building(s) where the combined altered floor area is 50,000 square feet or greater
shall comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor
area combined with the existing building(s) is 50,000 square feet or greater shall comply with either Section 5.105.2,
Section 5.409.2, or Section 5.409.3.
Exception [BSC-CG, DSA-SS]: Combined addition(s) to existing building(s) of two times the area or more of
the existing building(s) is not eligible to meet compliance with Section 5.105.2.
5.105.2 Reuse of existing building. An alteration or addition to an existing building shall maintain at a minimum 45
percent combined of the existing building's primary structural elements (foundations; columns, beams, walls, and
floors; and lateral elements) and existing building enclosure (roof framing, wall framing and exterior finishes). Window
assemblies, insulation, portions of buildings deemed structurally unsound or hazardous, and hazardous materials that
are remediated as part of the project shall not be included in the calculation.
5.105.2.1 Verification of compliance. Documentation shall be provided in the construction documents to
demonstrate compliance with Section 5.105.2.
Note: Sample Worksheet WS-3 in Chapter 8 may be used to assist in documenting compliance with this
section.
5.105.3 Deconstruction (Reserved).
Y N/A RESPON. SECTION 5.106 SITE DEVELOPMENT
PARTY 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE
D ® OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a
larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction
activities through one or more of the following measures:
5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control
ordinance.
5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by
implementing an effective combination of erosion and sediment control and good housekeeping BMPs.
1. Soil loss BMPs that should be considered for implementation as appropriate for each project include,
but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible.
b. Preservation of natural features, vegetation, soil, and buffers around surface waters.
c. Drainage swales or lined ditches to control stormwater flow.
d. Mulching or hydroseeding to stabilize disturbed soils.
e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts).
g. Perimeter sediment control (perimeter silt fence, fiber rolls).
h. Sediment trap or sediment basin to retain sediment on site.
i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.
2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges
and wastes that should be considered for implementation as appropriate for each project include, but
are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.).
e. Control of vehicle/equipment fueling to contractor's staging area.
f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.
5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF
LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or
more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale.
Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the
larger common plan of development or sale must comply with the post -construction requirements detailed in the
applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges
Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or
the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit).
The NPDES permits require postconstruction runoff (post -project hydrology) to match the preconstruction runoff
(pre -project hydrology) with the installation of postconstruction stormwater management measures. The NPDES
permits emphasize runoff reduction through on -site stormwater use, interception, evapotranspiration, and infiltration
through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.
Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural
practices and be approved by the enforcing agency.
Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures
should be given during the initial design process for appropriate integration into site development.
5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as
specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State
Architect pursuant to Section 105, comply with Section 5.106.4.2
5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the
applicable local ordinance, whichever is stricter.
5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated
to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors'
entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being
added, with a minimum of one two -bike capacity rack.
Exception: Additions or alterations which add nine or less visitor vehicular parking spaces.
5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more
tenant -occupants, provide secure bicycle parking for 5 percent of the tenant -occupant vehicular parking
spaces with a minimum of one bicycle parking facility.
5.106.4.1.3 For additions or alterations that add 10 or more tenant -occupant vehicular parking spaces,
provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a
minimum of one bicycle parking facility.
5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the
anticipated tenant -occupant vehicular parking spaces with a minimum of one bicycle parking facility.
5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall
be convenient from the street and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
Note: Additional information on recommended bicycle accommodations may be obtained from
Sacramento Area Bicycle Advocates.
5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections
5.106.4.2.1 and 5.106.4.2.2
5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently
accessed with a minimum of four two -bike capacity racks per new building.
5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed
with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities
shall be convenient from the street or staff parking area and shall meet one of the following:
1. Covered, lockable enclosures with permanently anchored racks for bicycles;
2. Lockable bicycle rooms with permanently anchored racks; or
3. Lockable, permanently anchored bicycle lockers.
5.106.5.3 Electric vehicle (EV) charging. IN] [BSC-CG] Construction to provide electric vehicle infrastructure and
facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 EV capable spaces, Section 5.106.5.3.2
Electric vehicle charging stations and associated Table 5.106.5.3.1, or Section 5.106.5.3.6 Electric vehicle
charging stations (EVCS)-Power allocation method and associated Table 5.106.5.3.6 and shall be provided in
accordance with regulations in the California Building Code and the California Electrical Code.
Exceptions:
1. On a case -by -case basis where the local enforcing agency has determined compliance with
this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply
b. Where the local utility is unable to supply adequate power.
c. Where there is evidence suitable to the local enforcement agency substantiating the
local utility infrastructure design requirements, directly related to the implementation of
Section 5.106.5.3, may adversely impact the construction cost of the project.
2. Parking spaces accessible only by automated mechanical car parking systems are not
required to comply with this code section.
5.106.5.3.1 EV capable spaces. IN] EV capable spaces shall be provided in accordance with Table
5.106.5.3.1 and the following requirements:
1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm)
diameter shall be provided and shall originate at a service panel or a subpanel(s) serving
the area, and shall terminate in close proximity to the proposed location of the EV capable
and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be
used to serve multiple EV charging spaces.
2. A service panel or subpanel (s) shall be provided with panel space and electrical load
capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV
capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.
3. The electrical system and any on -site distribution transformers shall have sufficient capacity
to supply full rated amperage at each EV capable space.
4. The service panel or subpanel circuit directory shall identify the reserved overcurrent
protective devices space(s) as "EV CAPABLE". The raceway termination location shall be
permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV
charging space shall count as at least one standard automobile parking space only for the purpose of
complying with any applicable minimum parking space requirements established by an enforcement
agency. See vehicle Code Section 22511.2 for further details.
Y IN/AI RESPON.
PARTY
TABLE 5.106.5.3.1
TOTAL NUMBER OF ACTUAL
PARKING SPACES
NUMBER OF REQUIRED EV
CAPABLE SPACES
NUMBER OF EVCS (EV
CAPABLE SPACES
PROVIDED WITH
EVSE)^2
0-9
0
0
10-25
2
0
26-50
8
2
51-75
13
3
76-100
17
4
101-150
25
6
151-200
35
9
201 AND OVER
20 percent of actual
parking spaces'
25 percent of EV capable
spaces'
1. Calculation for spaces shall be rounded up to the nearest whole number.
2. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count toward the
total number of required EV capable spaces shown in column 2.
3. At least one Level 2 EVSE shall be provided.
5.106.5.3.2 Electric vehicle charging stations (EVCS) EV capable spaces shall be provided with electric
vehicle supply equipment (EVSE) to create EVCS in the number indicated in Table 5.106.5.3.1. The EVCS
required by Table 5.106.5.3.1 shall be provided with Level 2 EVSE or DCFC as permitted in Section
5.106.5.3.2.1. At least one Level 2 EVSE shall be provided.
One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if
the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively
supplied to the EV charger.
The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV
capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the
service panel or subpanel.
5.106.5.3.2.1 The installation of each DCFC EVSE shall be permitted to reduce the minimum
number of required EV capable spaces without EVSE or EVCS with Level 2 EVSE by five and
reduce proportionally the required electrical load capacity to the service panel or subpanel.
5.106.5.3.2.2 The installation of two low power Level 2 EV charging receptacles shall be
permitted to reduce the minimum number of required EV capable spaces without EVSE in Table
5.106.5.3.1 by one.
5.106.5.3.3 Use of automatic load management systems (ALMS).
ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity
specified in Section
5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each
EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle
and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.
5.106.5.3.4 Accessible EVCS.
When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building
Code, Chapter 11 B, Section 11 B-228.3.
Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission
Vehicle Signs and Pavement Markings) or its successor(s).
5.106.5.3.4 Accessible electric vehicle charging station (EVCS). When EVSE is installed, accessible
EVCS shall be provided in accordance with the California Building Code, Chapter 11 B, Section 11 B-228.3.
5.106.5.3.5 Electric vehicle charging station signage. Electric vehicle charging stations shall be identified
by signage or pavement markings in compliance with Caltrans Traffic Operations Policy Directive 13-01 (Zero
Emission Vehicle Signs and Pavement Markings) or its successor(s).
Power allocation method shall include the following:
1. Use any kVA combination of EV capable spaces, low power Level 2, Level 2 or DCFC EVSEs.
2. At least one Level 2 EVSE shall be provided.
5.106.5.3.6 Electric vehicle charging stations (EVCS)-power allocation method. The power allocation
method may be used as an alternative to the requirements in Section 5.106.5.3.1, Section 5.106.5.3.2 and
associated Table 5.106.5.3.1. Use Table 5.106.5.3.6 to determine the total power in kVA required based on the
total number of actual parking spaces.
TABLE 5.106.5.3.6
TOTAL kVA REQUIRED IN ANY
TOTAL NUMBER OF ACTUAL
MINIMUM
COMBINATION OF EV CAPABLE,3,4
TOTAL kVA @
PARKING SPACES
6.6 kVA
LOW POWER LEVEL 2, LEVEL 2, 1, 2
OR DCFC
0-9
0
0
10-25
26.4
26.4
26-50
52.8
52.8
51-75
85.8
85.8
76-100
112.2
112.2
101-150
165
165
151-200
231
231
20 percent of actual
Total required kVA = P x .20 x 6.6
201 AND OVER
parking spaces x
Where P =Parking spaces in facility
6.6
1. Level 2 EVSE @ 6.6 kVA minimum.
2. At least one Level 2 EVSE shall be provided.
3. Maximum allowed kVA to be utilized for EV capable spaces is 75 percent.
4. If EV capable spaces are utilized, they shall meet the requirements of Section 5.106.5.3.1 EV capable
spaces.
5.106.5.4 Additions or alterations to existing buildings or parking facilities [A]. [BSC-CG] Existing buildings
or parking facilities being modified by one of the following shall comply with Section 5.106.5.4.1 or 5.106.5.4.2.
When EVSE is installed, accessible EVCS shall be provided in accordance with the California Building Code,
Chapter 11 B, Section 11 B-228.3.
1. When the scope of construction work includes an increase in power supply to an electric service panel as
part of a parking facility addition or alteration.
2. When a new photovoltaic system is installed covering existing parking spaces.
3. When additions or alterations to existing buildings are triggered pursuant to code Section 301.3 and the
scope of work includes an increase in power supply to an electric service panel.
Exceptions:
1. On a case -by -case basis where the local enforcing agency has determined compliance with this section is
not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power.
c. Where there is evidence suitable to the local enforcement agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
5.106.5.3, may adversely impact the construction cost of the project.
d. Where demonstrated as impracticable excluding local utility service or utility infrastructure issues.
2. Remote parking facilities that do not have access to the building service panel.
3. Parking area lighting upgrades where no trenching is part of the scope of work.
4. Emergency repairs, including but not limited to water line break in parking facilities, natural disaster
repairs, etc.
5.106.5.4.1 Existing buildings or parking areas without previously installed EV capable infrastructure
[A]. When EV capable infrastructure does not exist at an existing parking facility or building, and the parking
facility or building undergoes an addition or alteration listed in Section 5.106.5.4, construction shall include
electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table 5.106.5.3.1, or
Section 5.106.5.3.6 and associated Table 5.106.5.3.6 for the total number of actual parking spaces being
added or altered.
5.106.5.4.2 Existing buildings or parking areas with previously installed EV capable infrastructure
[A]. When EV capable infrastructure is available at an existing parking facility or building, and the parking
facility or building is undergoing an addition or alteration listed in Section 5.106.5.4, construction shall
include electric vehicle charging in compliance with either Section 5.106.5.3 and associated Table
5.106.5.3.1, or Section 5.106.5.3.6 and associated Table 5.106.5.3.6 utilizing the existing EV capable
allocated power and infrastructure for the total number of actual parking spaces being added or altered. If
the area being added or altered exceeds the existing EV capable capacity, allocated power and
infrastructure, provide additional EV charging as needed to comply with this section.
Y IN/AI RESPON.
PARTY
Y = YES
N/A = NOT APPLICABLE
RESPOW PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
5.106.5.5 Electric vehicle (EV) charging: medium -duty and heavy-duty. IN] [BSG-CG] Construction shall comply
with Section 5.106.5.5.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for
warehouses, grocery stores and retail stores, office buildings, and manufacturing facilities with planned off-street
loading spaces shall also comply with Section 5.106.5.5.1 for future installation of medium- and heavy-duty EVSE.
Exceptions:
1. On a case -by -case basis where the local enforcing agency has determined compliance with this section
is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power.
c. Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation
of Section 5.106.5.3, may adversely impact the construction cost of the project.
When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical
Code and as follows:
5.106.5.5.1 Electric vehicle charging readiness requirements for warehouses, grocery stores, office
buildings, and manufacturing facilities and retail stores with planned off-street loading spaces. [N]
In order to avoid future demolition when adding EV supply and distribution equipment, spare raceway(s) or
busway(s) and adequate capacity for transformer(s), service panel(s) or subpanel(s) shall be installed at the
time of construction in accordance with the California Electrical Code. Construction plans and specifications
shall include, but are not limited to, the following:
1. The transformer, main service equipment and subpanels shall meet the minimum power requirement
in Table 5.106.5.5.1 to accommodate the dedicated branch circuits for the future installation of EVSE.
2. The construction documents shall indicate one or more location(s) convenient to the planned
off-street loading space(s) reserved for medium- and heavy-duty ZEV charging cabinets and charging
dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or
busway(s) to the charging cabinet(s) and dispenser(s), as shown in Table 5.106.5.5.1.
3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where
potential future medium- and heavy-duty EVSE will be located and shall terminate in close proximity
to the potential future location of the charging equipment for medium- and heavy-duty vehicles.
4. The raceway(s) or busway(s) shall be of sufficient size to carry the minimum additional system
load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table
5.106.5.5.1.
TABLE 5.106.5.5.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE
BUILDING SIZE (SQ. FT.)
NUMBER OF
OFF-STREET
LOADING SPACES
ADDITIONAL
CAPACITY
REQUIRED (KVA)
FOR RACEWAY &
BUSWAY AND
TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2
200
3 or Greater
400
Greater than 90,000
1 or Greater
400
Manufacturing Facilities
10,000 to 50,000
1 or 2
200
10,000 to 50,000
3 or Greater
400
Greater than 50,000
1 or Greater
400
Office Buildings
10,000 to 135,000
1 or 2
200
10,000 to 135,000
3 or Greater
400
Greater than 135,000
1 or Greater
400
Retail
10,000 to 135,000
1 or 2
200
3 or Greater
400
Greater than 135,000
1 or Greater
400
Warehouse
20,000 to 256,000
1 or 2
200
3 or Greater
400
Greater than 256,000
1 or Greater
400
5.106.5.6 Electric vehicle (EV) charging at public schools and community colleges. [DSA-SS] Electric vehicle
infrastructure and electric vehicle charging stations shall comply with Section 5.106.5.6 and shall be provided in
accordance with regulations in the California Building Code and the California Electrical Code.
Exceptions:
1. On a case -by -case basis where compliance with this section has been demonstrated to be not feasible
based upon one of the following conditions,and with concurrence by the Division of the State Architect (DSA),
compliance with Section 5.106.5.6 shall not be required.
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power.
c. The installation of EVCS is impracticable.
2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply
with Section 5.106.5.6.
5.106.5.6.1 EV capable spaces. EV capable spaces shall be provided in accordance with Table 5.106.5.6.1
and the following requirements:
1. Raceways complying with the California Electrical Code and no less than 1-inch (25 mm) diameter shall be
provided and shall originate at a service panel or a subpanel(s) serving the area and shall terminate in close
proximity to the proposed location of the EV capable space and into a suitable listed cabinet, box, enclosure
or equivalent. A common raceway may be used to serve multiple EV capable spaces.
2. A service panel or subpanel(s) shall be provided with panel space and electrical load capacity for a
dedicated 208/240 volt, 40-ampere minimum branch circuit for each EV capable space, with delivery of
30-ampere minimum to an installed EVSE at each EVCS.
3. The electrical system and any on -site distribution transformers shall have sufficient capacity to supply
full rated amperage at each EV capable space.
4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective device
space(s) as "EV CAPABLE." The raceway termination location shall be permanently and visibly marked as
"EV CAPABLE."
TABLE 5.106.5.6.1
TOTAL NUMBER OF ACTUAL
PARKING SPACES
NUMBER OF REQUIRED EV
CAPABLE SPACES
NUMBER OF
REQUIRED EVCSZ
0-9
0
0
10-25
4
1
26-50
8
2
51-75
13
3
76-100
17
4
101-150
25
6
151-200
35
9
201 AND OVER
20 percent of total spaces'
25 percent of EV capable
spaces
1. Calculation for spaces shall be rounded up to the nearest whole number.
2. Each EVCS shall reduce the number of required EV capable spaces by the same number.
5.106.5.6.2 Electric vehicle charging stations (EVCS). EV capable spaces shall be provided with EVSE to
create EVCS in the number indicated in Table 5.106.5.6.1 and shall comply with Section 5.106.5.6.2.
EVCS shall be serviced by Level 2 or Direct Current Fast Charging (DCFC) EVSE, or with EVSE in any
combination of Level 2 and DCFC. Accessible EVCS shall be provided in accordance with California Building
Code Chapter 11 B.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIA TED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
pproved
kOR P RMIT ISSUANCI
PROJECT ADDRESS:
1570 BROOKHOLLOW DR.
Master I s.aNTa arra, ca 92705
Date: TENANT
AMA
SUITE 118
(AREA SQUARE FOOTAGE
SCOPE OF WORK 8,000 SF
THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS
OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR
WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBUCATION BY
ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER-
MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL
REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL
CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLAN CHECK CORRECTIONS O4.15.25
SUBMITTED TO PLAN CHECK 11.07.24
RELEASED FOR ENGINEERING 10.21.24
DESCRIPTION DATE
REVISIONS
COMMERCIAL INTERIORS
El... ■ 9,
�� 1FAMAMI
PLANNING & DESIGN
3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626
949.724.1499 1 www.spaces-oc.com
DRAWN
t
DATE
10.17.24
CHECKED
RP/LC
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GROUND FLOOR
CAL -GREEN
SHEETS
Sheet Title
Project Number 2873.252
Sheet Number A-0.1
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PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2(July 2o2aSupplement)
5.106.5.6.2.1 Reduced number of EV capable spaces. The installation of each DCFC EVSE shall be
permitted to reduce the minimum number of required EV capable spaces indicated in Table 5.106.5.6.1
by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.
5.106.5.6.2.2 Multiple connectors. EVSE with multiple vehicle connectors capable of charging multiple
EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.6.1 for
each EV capable space is accumulatively supplied to the EVSE.
5.106.5.6.2.3 Use of automatic load management systems (ALMS). ALMS shall be permitted for
EVCS installed in accordance with Section 5.105.5.6.2. When ALMS is installed, the required electrical
load capacity specified in Section 5.106.5.6.1 for each EVCS may be reduced when serviced by an
EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes
to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging
multiple EVs.
5.106.5.6.3 EVCS alternative compliance. In lieu of compliance with Section 5.106.5.6.2, EVCS shall be
provided with Level 1, low power Level 2, or Level 2, or any combination of Level 1, low power Level 2 or
Level 2 EVSE such that the total power supplied by the combination of EVSE meets the minimum power
indicated in Table 5.106.5.6.3, based on the total number of actual parking spaces in each parking facility.
TABLE 5.106.5.6.3
NUMBER OF PARKING SPACES
IN A PARKING FACILITY
MINIMUM TOTAL POWER (KVA)
REQUIRED FOR EVCS
0-9
0
10-25
7
26-50
14
51-75
20
76-100
27
101-150
40
151-200
60
201 AND OVER
Total required KVA = P x .05 x 6.6
Where P = Parking spaces in facility
5.106.5.6.4 EVCS for alterations of or additions to parking facilities. Alterations of or additions to parking
facilities shall provide EVCS in compliance with Section 5.106.5.6.4. The installation of infrastructure for EV capable
spaces required to be provided without EVSE shall not be required.
5.106.5.6.4.1 Alterations of and additions to parking facilities. EVCS shall be provided in accordance with
the number indicated in Table 5.106.5.6.1 or minimum power indicated in Table 5.106.5.6.3 when the scope
of work includes an increase in power supply to an electric panel serving light fixtures illuminating the parking
area or when area containing parking spaces is added to a parking facility. The number of required EVCS
shall be based on the total number of existing and new parking spaces in the parking facility.
5.106.5.6.4.2 Alterations consisting of the installation of photovoltaic systems. EVCS shall be provided
in accordance with the number indicated in Table 5.106.5.6.1 or maximum power indicated in Table
5.106.5.6.3 when a new photovoltaic system is installed in an existing parking facility.
5.106.5.6.5 Requirement to install EVSE. Level 2 EVSE shall be provided in all existing EV capable spaces to
create EVCS when a project is required by California Administrative Code Section 4-309 to be submitted for plan
approval to the Division of the State Architect. When EVSE is installed in existing EV capable spaces, accessible
EVCS shall be provided in accordance with California Building Code Chapter 11 B.
Exception: Projects in which improvements in parking areas consist only of accessibility improvements are
not required to comply with Section 5.106.5.6.5.
5.106.8 LIGHT POLLUTION REDUCTION. [N]. I Outdoor lighting systems shall be designed and installed to comply
with the following:
1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10,
Section 10-114 of the California Administrative Code; and
2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8);
3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in
Chapter 8) and
4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance
lawfully enacted pursuant to Section 101.7, whichever is more stringent.
Exceptions: IN]
1. Luminaires that qualify as exceptions in Sections 130.2 (b) and 140.7 of the California Energy Code.
2. Emergency lighting.
3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.
4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8
Alternate materials, designs and methods of construction.
5. Luminaires with less than 6,200 initial luminaire lumens.
TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT,
UPLIGHT AND GLARE (BUG) RATINGS 1,z
LIGHTING
LIGHTING
LIGHTING
LIGHTING
LIGHTING
ALLOWABLE RATING
ZONE
ZONE LZ1
ZONE LZ2
ZONE LZ3
ZONE LZ4
LZO
MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
N/A
No Limit
No Limit
No Limit
No Limit
property line
Luminaire back hemisphere is
1-2 MH from property line
N/A
B2
B3
B4
B4
Luminaire back hemisphere is
0.5-1 MH from property line
N/A
B1
B2
B3
B3
Luminaire back hemisphere is
less than 0.5 MH from property
N/A
BO
BO
B1
B2
line
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
For area lighting 3
N/A
UO
UO
UO
UO
For all other outdoor
lighting, including decorative
N/A
U1
U2
U3
UR
luminaires
MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
MAXIMUM ALLOWABLE
GLARE RATING, (G)
N/A
G1
G2
G3
G4
MAXIMUM ALLOWABLE
GLARE RATING, (G)
N/A
GO
G1
G1
G2
MAXIMUM ALLOWABLE
GLARE RATING, (G)
N/A
GO
GO
G1
G1
MAXIMUM ALLOWABLE
GLARE RATING, (G)
N/A
GO
GO
GO
G1
1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California
Energy Code and Chapter 10 of the Callifornia Administrative Code.
2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be
considered to be 5 feet beyond the actual property line for purpose of determining compliance with this
section. For property lines that abut public roadways and public transit corridors, the property line may be
considered to be the centerline of the public roadway or public transit corridor for the purpose of determining
compliance with this section.
3. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these
reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor
lighting"
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5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture,
and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to
the nearest point of that property line.
Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point
to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is
directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property
lines to determine the required backlight rating.
5.106.8.2 Facing -Glare.
For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere
within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in
Table 5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within
the front hemisphere.
Note: IN]
1.See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for
parking facilities and walkways.
2.Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table
A-1, California Energy Code Tables 130.2-A and 130.2-B.
3. Refer to the California Building Code for requirements for additions and alterations.
5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales.
2. Water collection and disposal systems.
3. French drains.
4. Water retention gardens.
5. Other water measures which keep surface water away from buildings and aid in groundwater recharge.
Exception: Additions and alterations not altering the drainage path.
5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2,
and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation
necessary to establish and maintain tree health shall comply with Section 5.304.6.
5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed
to provide shade over 50 percent of the parking area within 15 years.
Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in
lieu of shade tree planting.
5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to
provide shade of 20% of the landscape area within 15 years.
Exceptions: Playfields for organized sport activity are not included in the total area calculation.
5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to
provide shade over 20 percent of the hardscape area within 15 years.
Exceptions:
1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu
of shade tree planting.
2. Designated and marked play areas of organized sport activity are not included in the total area calculation.
DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL
5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency
standards in this code, the California Energy Commission will continue to adopt mandatory building standards.
DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors
and in wastewater conveyance.
SECTION 5.302 DEFINITIONS
5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)
EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to
reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on
the amount of water that needs to be applied to the landscape.
FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,
not including exterior areas such as stairs, covered walkways, patios and decks.
METERING FAUCET. A self -closing faucet that dispenses a specific volume of water for each actuation cycle. The
volume or cycle duration can be fixed or adjustable.
GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that
has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy
bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or
operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom
washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or
dishwashers.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape
design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed
landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and
climatological parameters.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance
(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and
maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least
as effective as the MWELO.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking
Water Standards. See definition in the California Plumbing Code, Part 5.
POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the
U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority
Having Jurisdiction.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a
controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water
treated to remove waste matter attaining a quality that is suitable to use the water again.
SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental
unit within a multiunit residential structure or mixed -use residential and commercial structure. (See Civic Code Section
1954.202 (g) and Water code Section 517 for additional details.)
WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied
water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape
Ordinance (MWELO).
SECTION 5.303 INDOOR WATER USE
5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections
503.1.1 and 503.1.2.
5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:
1. For each individual leased, rented or other tenant space within the building projected to consume
more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners,
restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.
2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the
following subsystems:
a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s).
b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s).
c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW).
5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant
within a new building or within an addition that is projected to consume more than 1,000 gal/day.
Y IN/AI RESPON.
PARTY
5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the following:
5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank -type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank -Type toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of
two reduced flushes and one full flush.
5.303.3.2 Urinals.
5.303.3.2.1 Wall -mounted Urinals. The effective flush volume of wall -mounted urinals shall not exceed
0.125 gallons per flush.
5.303.3.2.2 Floor -mounted Urinals. The effective flush volume of floor -mounted or other urinals shall
not exceed 0.5 gallons per flush.
5.303.3.3 Showerheads. [BSC-CG]
5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a
single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to
allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
5.303.3.3 Showerheads. [BSC-CG]
5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a
single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to
allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
5.303.3.4 Faucets and fountains.
5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not
more than 0.5 gallons per minute at 60 psi.
5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8
gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate,
but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons
per minute at 60 psi.
5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more thanl.8
gallons per minute/20 [rim space (inches) at 60 psi].
5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle.
5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a
maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi].
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
5.303.3.4.6 Pre -rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7), and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY:The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
TABLE H-2
STANDARDS FOR COMMERCIAL PRE -RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]
m
MAXIMUM FLOW RATE (gpm)
Product Class 1 (5 5.0 ozf)
1.00
Product Class 2 (> 5.0 ozf and <_ 8.0 ozf)
1.20
Product Class 3 (> 8.0 ozf)
1.28
5.303.4 COMMERCIAL KITCHEN EQUIPMENT.
5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm
when the disposer is not in use not active) grinding food waste/no-load or shall automatically shut off after no
p ( Y9 9 ) Y
more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water.
Note: This code section does not affect local jurisdiction authority to prohibit or require disposer
installation.
5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California
Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply
to new fixtures in additions or areas of alteration to the building.
5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed
in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1
of the California Plumbing Code and in Chapter 6 of this code.
SECTION 5.304 OUTDOOR WATER USE
5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply
with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
Notes:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations,
Title 23, Chapter 2.7, Division 2.
2. MWELO and supporting documents, including a water budget calculator, are available at:
https://www.water.ca.gov/.
5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges,
landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of
Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter
2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF)
shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35.
Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the
prescriptive measures contained in Appendix D of the MWELO.
5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape
area equal to or greater than 500 square feet.
5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate
landscape area equal to or greater than 1,200 square feet.
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
SECTION 5.401 GENERAL
5.401.1 SCOPE. The provisions of this chapter specify the requirements of achieving material conservation, resource
efficiency, and greenhouse gas (GHG) emission reduction through protection of buildings from exterior moisture,
construction waste diversion, employment of techniques to reduce pollution through recycling of materials, the
installation of products with lower GHG emissions and building commissioning or testing and adjusting.
SECTION 5.402 DEFINITIONS
5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust
a damper.
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
Y N/A RESPON. BALANCE. To proportion flows within the distribution system, including sub -mains, branches and terminals,
PARTY according to design quantities.
BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction
process, including verifying and documenting that building systems and components are planned, designed, installed,
tested, operated and maintained to meet the owner's project requirements.
BUY CLEAN CALIFORNIA ACT (BCCA). The Buy Clean California Act (BCCA) (Public Contract Code Sections
3500-3505) targets carbon emissions associated with the production of structural steel (hot -rolled sections, hollow
structural sections, and plate), concrete reinforcing steel, flat glass, and mineral wool board insulation. The maximum
acceptable global warming potential (GWP) limits are established by the Department of General Services (DGS), in
consultation with the California Air Resources Board (CARB).
CRADLE -TO -GRAVE. Activities associated with a product or building's life cycle from the extraction stage through
disposal stage, and covering modules Al through C4 in accordance with ISO Standards 14025 and 21930.
ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food
soiled paper waste that is mixed in with food waste.
REFERENCE STUDY PERIOD. The period of use for the building, in years, that will be assumed for life cycle
assessment.
TEST. A procedure to determine quantitative performance of a system or equipment
TYPE III ENVIRONMENTAL PRODUCT DECLARATION (EPD). A third -party verified report that summarizes how a
product impacts the environment. Type III EPDs can be either product -specific, factory -specific, or industry -wide EPDs.
See "Cradle -to -Gate."
FACTORY -SPECIFIC EPD. A product -specific Type III EPD in which the environmental impacts can be
attributed to a single manufacturer and manufacturing facility.
INDUSTRY -WIDE EPD (IW-EPD). A Type III EPD in which the environmental impacts are an average of the
typical manufacturing impacts for a range of products within the same product category for a group of
manufacturers.
PRODUCT -SPECIFIC EPD. A Type III EPD in which the environmental impacts can be attributed to a product
design and manufacturer across multiple facilities.
SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT
5.407.1 WEATHER PROTECTION. Provide a weather -resistant exterior wall and foundation envelope as required by
California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local
ordinance, whichever is more stringent.
5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods.
5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures.
5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind -driven
rain to prevent water intrusion into buildings as follows:
5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water
intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to
such openings plus at least one of the following:
1. An installed awning at least 4 feet in depth.
2. The door is protected by a roof overhang at least 4 feet in depth.
3. The door is recessed at least 4 feet.
4. Other methods which provide equivalent protection.
5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND
RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the
non -hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or
meet a local construction and demolition waste management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and
demolition waste management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient
usage, recycling, reuse on the project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on -site (source -separated) or
bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated
byweight or volume, but not by both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable
documentation that the percentage of construction and demolition waste material diverted from the landfill
complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material
will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
1. Excavated soil and land -clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle
facilities capable of compliance with this item do not exist.
3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities
and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does
not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement
as approved by the enforcing agency.
5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as
necessary and shall be accessible during construction for examination by the enforcing agency.
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)"
located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission-
Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste
management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of
Resources Recycling and Recovery (CalRecycle).
5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping
provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste
items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited
Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste
materials shall be included in the construction documents.
Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated
vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such
material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on or off -site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural
Commissioner and follow its direction for recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of
Food and Agriculture. (www.cdfa.ca.gov)
SECTION 5.409 LIFE CYCLE ASSESSMENT
5.409.1 SCOPE. [BSC-CG] Effective July 1, 2024, projects consisting of newly constructed building(s) with a
combined floor area of 100,000 square feet or greater shall comply with either Section 5.409.2 or Section 5.409.3.
Alteration(s) to existing building(s) where the combined altered floor area is 100,000 square feet or greater shall
comply with either Section 5.105.2, 5.409.2, or 5.409.3. Addition(s) to existing building(s) where the total floor area
combined with the existing building(s) is 100,000 square feet or greater shall comply with either Section 5.105.2,
Section 5.409.2, or Section 5.409.3. Effective January 1, 2026, the combined floor area shall be 50,000 square feet or
greater.
[DSA-SS] Projects consisting of newly constructed building(s) with a combined floor area of 50,000 square feet or
greater shall comply with either Section 5.409.2 or Section 5.409.3. Alteration(s) to existing building(s) where the
combined altered floor area is 50,000 square feet or greater shall comply with either Section 5.105.2, 5.409.2, or
5.409.3. Addition(s) to existing building(s) where the total floor area combined with the existing building(s) is 50,000
square feet or greater shall comply with either Section 5.105.2, Section 5.409.2, or Section 5.409.3.
DISCLAIMER: THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CAL GREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
FOR PIRMIT ISSUANCI
PROJECT ADDRESS:
1570 BROOKHOLLOW DR.
Master I s.aNTa arra, ca 92705
Date: TENANT
AMA
SUITE 118
(AREA SQUARE FOOTAGE
SCOPE OF WORK 8,000 SF
THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS
OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR
WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY
ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER-
MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL
REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL
CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLAN CHECK CORRECTIONS O4.15.25
SUBMITTED TO PLAN CHECK 11.07.24
RELEASED FOR ENGINEERING 10.21.24
DESCRIPTION DATE
REVISIONS
COMMERCIAL INTERIORS
El
IIIIIIIIIIIIIIIIII 1FAMMIN
PLANNING & DESIGN
3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626
949.724.1499 1 www.spaces-oc.com
DRAWN
AG
DATE
10.17.24
CHECKED
RP/LC
TE
GROUND FLOOR
CAL -GREEN
SHEETS
Sheet Title
Project Number 2873.252
Sheet Number A-0.2
'F1it�L''1:lit
Y IN/AI RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (July 2024 supplement)
5.409.2 Whole building life cycle assessment. Projects shall conduct a cradle -to -grave whole building life cycle
assessment performed in accordance with ISO 14040 and ISO 14044, excluding operating energy, and
demonstrating a minimum 10-percent reduction in global warming potential (GWP) as compared to a reference
baseline building of similar size, function, complexity, type of construction, material specification, and location that
meets the requirements of the California Energy Code currently in effect. Software used to conduct the whole building
life cycle assessment, including reference baseline building, shall have a data set compliant with ISO 14044, and ISO
21930 or EN 15804, and the software shall conform to ISO 21931 and/or EN 15978. The software tools and data sets
shall be the same for evaluation of both the baseline building and the proposed building.
Notes:
1. Software for calculating whole building life cycle assessment is available for free at Athena Sustainable
Materials Institute (https://calculatelca.com/software/impact-estimator/) and OneClick LCA-Planetary
(www.oneclickica.com/planetary). Paid versions include, but are not limited to, Sphera GaBi Solutions
(gabi.sphera.com), SimaPro (simapro.com), One -Click LCA (www.oneclicklca.com) and Tally for Revit
(apps.autodesk.com).
2. ASTM E2921-22 "Standard Practice for Minimum Criteria for Comparing Whole Building Life Cycle
Assessments for Use with Building Codes, Standards, and Rating Systems" may be consulted for the
assessment.
3. In addition to the required documentation specified in Section 5.409.2.3, Worksheet WS-9 may be
required by the enforcing entity to demonstrate compliance with the requirements.
5.409.2.1 Building components. Building enclosure components included in the assessment shall be limited
to glazing assemblies, insulation, and exterior finishes. Primary and secondary structural members included in
the assessment shall be limited to footings and foundations, and structural columns, beams, walls, roofs, and
floors.
5.409.2.2 Reference study period. The reference study period of the proposed building shall be equal to the
reference baseline building and shall be 60 years.
5.409.2.3 Verification of compliance. A summary of the GWP analysis produced by the software and
Worksheet WS-4 signed by the design professional of record shall be provided in the construction documents
as documentation of compliance. A copy of the whole building life cycle assessment which includes the GWP
analysis produced by the software, in addition to maintenance and training information, shall be included in the
operation and maintenance manual and shall be provided to the owner at the close of construction. The
enforcing agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1
during and at completion of construction to demonstrate substantial conformance. Inspection shall be
performed by the design professional of record or third party acceptable to the enforcing agency.
5.409.3 Product GWP compliance -prescriptive path. Each product that is permanently installed and listed in
Table 5.409.3 shall have a Type III environmental product declaration (EPD), either product -specific or
factory -specific.
TABLE 5.409.3
PRODUCT GWP LIMITS
BUY CLEAN CALIFORNIA
MAXIMUM
ACCEPTABLE GWP
UNIT OF
MATERIALS PRODUCT
CATEGORY'
VALUE (unfabricated)
MEASUREMENT
(GWPallowed)
Hot -rolled structural steel
1.77
MT CO2e/MT
sections
Hollow structural sections
3.00
MT CO2e/MT
Steel plate
2.61
MT CO2e/MT
Concrete reinforcing steel
1.56
MT CO2e/MT
Flat glass
2.50
kg CO2e/MT
Light -density mineral
5.83
kg CO2e/MT
wool board insulation
Heavy -density mineral
14.28
kg CO2e/MT
wool board insulation
Concrete, Ready -Mixed 2, 3
MAXIMUM GWP
CONCRETE PRODUCT
ALLOWED VALUE
UNIT OF
CATEGORY
(GWPallowed)
MEASUREMENT
up to 2499 psi
450
kg CO2e/m3
2500-3499 psi
489
kg CO2e/m3
3500-4499 psi
566
kg CO2e/m3
4500-5499 psi
661
kg CO2e/m3
5500-6499 psi
701
kg CO2e/m3
6500 psi and greater
799
kg CO2e/m3
Concrete, Lightweight Ready-Mixed2
MAXIMUM GWP
CONCRETE PRODUCT
ALLOWED VALUE
UNIT OF
CATEGORY
(GWPallowed)
MEASUREMENT
up to 2499 psi
875
kg CO2e/m3
2500-3499 psi
956
kg CO2e/m3
3500-4499 psi
1039
kg CO2e/m3
1. The GWP values of the products listed in Table 5.409.3 are based on 175 percent of Buy Clean California Act
(BCCA) GWP values, except for concrete products which are not included in the BCCA.
2. For concrete, 175 percent of the National Ready Mixed Concrete Association (NRMCA) 2022 version 3
Pacific Southwest regional benchmark values are used for the GWP allowed, except for High Early Strength.
3. Concrete High Early Strength ready -mixed shall be calculated at 130 percent of the ready -mixed concrete
GWP allowed values for each product category.
5.409.3.1 Products shall not exceed the maximum GWP value specified in Table 5.409.3.
Exception: Concrete may be considered one product category to meet compliance with this section. A
weighted average of the maximum GWP for all concrete mixes installed in the project shall be less than the
weighted average maximum GWP allowed per Table 5.409.3 using Exception Equation 5.409.3.1. Calculations
shall be performed with consistent units of measurement for the material quantity and the GWP value.
For the purposes of this exception, industry -wide EPDs are acceptable.
Exception EQUATION 5.409.3.1
GWP, < GWPallowed
where
GWP, = Z (GWP,)(v,,)
and
GWPallowed = 7 (GWP.Rowed)(un)
and
n = each concrete mix installed in the project
GWPn = the GWP for concrete mix n per concrete
mix EPD, in kg CO2e/m3
GWP,//owed = the GWP potential allowed for concrete
mix n per Table 5.409.3
vn = the volume of concrete mix n installed in
the project, in m3
Y IN/AI RESPON.
PARTY
5.409.3.2 Verification of compliance. Calculations to demonstrate compliance, Type III EPDs for products
required to comply, if included in the project, and Worksheet WS-5 signed by the design professional of record
shall be provided on the construction documents. Updated EPDs for products used in construction shall be
provided to the owner at the close of construction and to the enforcement entity upon request. The enforcing
agency may require inspection and inspection reports in accordance with Sections 702.2 and 703.1 during and
at completion of construction to demonstrate substantial conformance. Inspection shall be performed by the
design professional of record or third party acceptable to the enforcing agency.
SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS
5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are
identified for the depositing, storage and collection of non -hazardous materials for recycling, including (at a minimum)
corrugated cardboard lass plastics, organic waste and metals or meet a lawful) enacted local recycling
paper, g ,9 ,P , 9 Y Y 9
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources
Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section.
5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits,
resulting in an increase of 30% or more in floor area, shall provide recycling areas on site.
Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space
floor area.
5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3,
Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and
Recycling Access Act of 1991 (Act).
Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the
CalRecycle's web site.
5.410.2 COMMISSIONING. IN] New buildings 10,000 square feet and over. For new buildings 10,000 square feet
and over, building commissioning shall be included in the design and construction processes of the building project to
verify that the building systems and components meet the owner's or owner representative's project requirements.
Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of
comparable size and complexity. For I -occupancies that are not regulated by OSHPD or for I -occupancies and
L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections
5.410.2 through 5.410.2.6 shall apply.
Note: For energy -related systems under the scope (Section 100) of the California Energy Code, including heating,
ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water
heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements
Commissioning requirements shall include:
1. Owner's or Owner representative's project requirements.
2. Basis of design.
3. Commissioning measures shown in the construction documents.
4. Commissioning plan.
5. Functional performance testing.
6. Documentation and training.
7. Commissioning report.
Exceptions:
1. Unconditioned warehouses of any size.
2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within
unconditioned warehouses.
3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1.
4. Open parking garages of any size, or open parking garage areas, of any size, within a structure.
Note: For the purposes of this section, unconditioned shall mean a building, area or room which does not
provide heating and/or air conditioning.
Informational Notes:
1. . Functional performance testing for heating, ventilation, air conditioning systems and lighting controls
must be performed in compliance with the California Energy Code.
5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). IN] The expectations and
requirements of the building appropriate to its phase shall be documented before the design phase of the
project begins. This documentation shall include the following:
1. Environmental and sustainability goals.
2. Building sustainable goals.
3. Indoor environmental quality requirements.
4. Project program, including facility functions and hours of operation, and need for after hours
operation.
5. Equipment and systems expectations.
6. Building occupant and operation and maintenance (O&M) personnel expectations.
5.410.2.2 Basis of Design (BOD). IN] A written explanation of how the design of the building systems meets
the OPR shall be completed at the design phase of the building project. The Basis of Design document shall
cover the following systems:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse system.
5.410.2.3 Commissioning plan. IN] Prior to permit issuance a commissioning plan shall be completed to
document how the project will be commissioned. The commissioning plan shall include the following:
1. General project information.
2. Commissioning goals.
3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests.
c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.
4. Commissioning team information.
5. Commissioning process activities, schedules and responsibilities. Plans for the completion of
commissioning shall be included.
5.410.2.4 Functional performance testing. IN] Functional performance tests shall demonstrate the correct
installation and operation of each component, system and system -to -system interface in accordance with the
approved plans and specifications. Functional performance testing reports shall contain information addressing
each of the building components tested, the testing methods utilized, and include any readings and adjustments
made.
5.410.2.5 Documentation and training. IN] A Systems Manual and Systems Operations Training are required,
including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR),
Title 8, Section 5142, and other related regulations.
5.410.2.5.1 Systems manual. IN] Documentation of the operational aspects of the building shall be
completed within the systems manual and delivered to the building owner or representative. The
systems manual shall include the following:
1. Site information, including facility description, history and current requirements.
2. Site contact information.
3. Basic operations and maintenance, including general site operating procedures, basic
troubleshooting, recommended maintenance requirements, site events log.
4. Major systems.
5. Site equipment inventory and maintenance notes.
6. A copy of verifications required by the enforcing agency or this code.
7. Other resources and documentation, if applicable.
5.410.2.5.2 Systems operations training. IN] A program for training of the appropriate maintenance
staff for each equipment type and/or system shall be developed and documented in the commissioning
report and shall include the following:
1. System/equipment overview (what it is, what it does and with what other systems and/or
equipment it interfaces).
2. Review and demonstration of servicing/preventive maintenance.
3. Review of the information in the Systems Manual.
4. Review of the record drawings on the system/equipment.
5.410.2.6 Commissioning report. IN] A report of commissioning process activities undertaken through the
design and construction phases of the building project shall be completed and provided to the owner or
representative.
5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of
systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or
alteration subject to Section 303.1.
Y N/A RESPON.
PARTY 5.410.4.2 (Reserved)
Note: For energy -related systems under the scope (Section 100) of the California Energy Code, including
heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well
as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning
requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific
systems.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be
included for testing and adjusting shall include at a minimum, as applicable to the project:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse systems.
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's
specifications and applicable standards on each system.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space -conditioning
system serving a building or space is operated for normal use, the system shall be balanced in
accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National
Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance
Council National Standards or as approved by the enforcing agency.
5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing
signed by the individual responsible for performing these services.
5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with
detailed operating and maintenance instructions and copies of guaranties/warranties for each system. 0 & M
instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related
regulations.
5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required
by the enforcing agency.
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that
are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors
SECTION 5.502 DEFINITIONS
5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference)
ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route.
A -WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter
using the internationally standardized A -weighting filter or as computed from sound spectral data to which A -weighting
adjustments have been made.
1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound
of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu,
the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit.
COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day -night average sound level (Ldn),
except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm
to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium
density fiberboard. "Composite wood products" does not include hardboard, structural plywood, structural panels,
structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I joists or
finger jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a).
Note: See CCR, Title 17, Section 93120.1.
DAY -NIGHT AVERAGE SOUND LEVEL (Ldn). The A -weighted equivalent continuous sound exposure level for a
24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.).
DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure,
sound power, sound intensity) with respect to a reference quantity.
ELECTRIC VEHICLE (EV). An automotive -type vehicle for on -road use, such as passenger automobiles, buses,
trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor
that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.
Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code,
off -road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground
support equipment, tractors, boats, and the like, are not included.
ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and
equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,
power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring
and the electric vehicle.
ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as
the fluctuating noise level integrated over the time of period of interest.
EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may
not be divided or have grade separations at intersections.
FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.
GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass -based unit of a given greenhouse
gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference
compound with a GWP of one.
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the
Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or
its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of
Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.
HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a
hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a
GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of
Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.5 times the pipe diameter.
LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than
150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,
sec.82.3 (as amended March 10, 2009).
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2-1999.
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundreths of a gram (g 03/g ROC).
PRODUCT -WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
PSIG. Pounds per square inch, guage.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
SCHRADER ACCESS VALVES. Access fittings with a valve core installed.
SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.0 times the pipe diameter.
SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet
or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected
to remote compressor units or condensing units.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with
vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition
included in that specific regulation is the one that prevails for the specific measure in question.
Y IN/AI RESPON.
PARTY
Y = YES
N/A = NOT APPLICABLE
RESPOW PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
SECTION 5.503 FIREPLACES
5.503.1 FIREPLACES. Install only a direct -vent sealed -combustion gas or sealed wood -burning fireplace, or a sealed
woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,
Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.
5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance
Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified
to meet the emission limits.
SECTION 5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if
necessary to condition the building or areas of addition or alteration within the required temperature range for
material and equipment installation. If the HVAC system is used during construction, use return air filters with a
Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of
30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is
occupied during alteration, at the conclusion of construction.
5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of
rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation
equipment, all duct and other related air distribution component openings shall be covered with tape, plastic,
sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which
may enter the system.
5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through
5.504.4.6.
5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet
the requirements of the following standards:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall
comply with local or regional air pollution control or air quality management district rules where
applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such
products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds
(chloroform, ethylene dichloride, methylene chloride, perch loroethylene and trichloroethylene), except for
aerosol products as specified in subsection 2, below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than one pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing
with Section 94507.
TABLE 5.504.4.1 - ADHESIVE VOC LIMITI,2
Less Water and Less Exempt Compounds in Grams per Liter
ARCHITECTURAL APPLICATIONS
CURRENT VOC LIMIT
INDOOR CARPET ADHESIVES
50
CARPET PAD ADHESIVES
50
OUTDOOR CARPET ADHESIVES
150
WOOD FLOORING ADHESIVES
100
RUBBER FLOOR ADHESIVES
60
SUBFLOOR ADHESIVES
50
CERAMIC TILE ADHESIVES
65
VCT & ASPHALT TILE ADHESIVES
50
DRYWALL & PANEL ADHESIVES
50
COVE BASE ADHESIVES
50
MULTIPURPOSE CONSTRUCTION ADHESIVES
70
STRUCTURAL GLAZING ADHESIVES
100
SINGLE -PLY ROOF MEMBRANE ADHESIVES
250
OTHER ADHESIVES NOT SPECIFICALLY LISTED
50
SPECIALTY APPLICATIONS
PVC WELDING
510
CPVC WELDING
490
ABS WELDING
325
PLASTIC CEMENT WELDING
250
ADHESIVE PRIMER FOR PLASTIC
550
CONTACT ADHESIVE
80
SPECIAL PURPOSE CONTACT ADHESIVE
250
STRUCTURAL WOOD MEMBER ADHESIVE
140
TOP & TRIM ADHESIVE
250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL
30
PLASTIC FOAMS
50
POROUS MATERIAL (EXCEPT WOOD)
50
WOOD
30
FIBERGLASS
80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE
WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/Rl168.PDF
TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter
SEALANTS
CURRENT VOC LIMIT
ARCHITECTURAL
250
MARINE DECK
760
NONMEMBRANE ROOF
300
ROADWAY
250
SINGLE -PLY ROOF MEMBRANE
450
OTHER
420
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS
250
POROUS
775
MODIFIED BITUMINOUS
500
MARINE DECK
760
OTHER
750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIA TED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
pproved
kOR P RMIT ISSUANCI
PROJECT ADDRESS:
1570 BROOKHOLLOW DR.
Master I s.aNTa arra, ca 92705
Date:
TENANT
AMA
SUITE 118
AREA SQUARE FOOTAGE
SCOPE OF WORK 8,000 SF
THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS
OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR
WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBIJUrION BY
ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER-
MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL
REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL
CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLAN CHECK CORRECTIONS O4.15.25
SUBMITTED TO PLAN CHECK 11.07.24
RELEASED FOR ENGINEERING 10.21.24
DESCRIPTION DATE
REVISIONS
COMMERCIAL INTERIORS
��
, A
T=%
PLANNING & DESIGN
3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626
949.724.1499 1 www.spaces-oc.com
DRAWN
t
DATE
10.17.24
CHECKED
RP/LC
TE
GROUND FLOOR
CAL -GREEN
SHEETS
Sheet Title
Project Number 2873.252
Sheet Number A-0.3
'F1it�L''1:lit
Y IN/AI RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 4(July 2o2aSupplement)
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more
stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty
coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat
or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007
California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or
Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for
ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the
Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product
limits of Regulation 8 Rule 49.
TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATI NGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS
COATING CATEGORY
CURRENT VOC LIMIT
FLAT COATINGS
50
NONFLAT COATINGS
100
NONFLAT HIGH GLOSS COATINGS
150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS
400
BASEMENT SPECIALTY COATINGS
400
BITUMINOUS ROOF COATINGS
50
BITUMINOUS ROOF PRIMERS
350
BOND BREAKERS
350
CONCRETE CURING COMPOUNDS
350
CONCRETE/MASONRY SEALERS
100
DRIVEWAY SEALERS
50
DRY FOG COATINGS
150
FAUX FINISHING COATINGS
350
FIRE RESISTIVE COATINGS
350
FLOOR COATINGS
100
FORM -RELEASE COMPOUNDS
250
GRAPHIC ARTS COATINGS (SIGN PAINTS)
500
HIGH -TEMPERATURE COATINGS
420
INDUSTRIAL MAINTENANCE COATINGS
250
LOW SOLIDS COATINGS1
120
MAGNESITE CEMENT COATINGS
450
MASTIC TEXTURE COATINGS
100
METALLIC PIGMENTED COATINGS
500
MULTICOLOR COATINGS
250
PRETREATMENT WASH PRIMERS
420
PRIMERS, SEALERS, & UNDERCOATERS
100
REACTIVE PENETRATING SEALERS
350
RECYCLED COATINGS
250
ROOF COATINGS
50
RUST PREVENTATIVE COATINGS
250
SHELLACS:
CLEAR
OPAQUE
730
550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS
100
STAINS
250
STONE CONSOLIDANTS
450
SWIMMING POOL COATINGS
340
TRAFFIC MARKING COATINGS
100
TUB & TILE REFINISH COATINGS
420
WATERPROOFING MEMBRANES
250
WOOD COATINGS
275
WOOD PRESERVATIVES
350
ZINC -RICH PRIMERS
340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS
IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,
ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of
the enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification
2. Field verification of on -site product containers
5.504.4.4 Carpet Systems.
All carpet installed in the building interior shall meet the requirements of the California Department of Public
Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor
Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California
Specifications 01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the
requirements of the California Department of Public Health,"Standard Method for the Testing and
Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental
Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications
01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/PagesNOC.aspx#material
5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.
Y N/A RESPON. Y N/A RESPON. Y N/A RESPON.
PARTY 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard PARTY SECTION 5.507 ENVIRONMENTAL COMFORT PARTY
composite wood products used on the interior or exterior of the buildings shall meet the requirements for ❑ ® 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class
formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor -Indoor Sound Transmission
seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in
Table 5.504.4.5. Section 5.507.4.1 or 5.507.4.2.
5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as
requested by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the
Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S
standards.
5. Other methods acceptable to the enforcing agency.
TABLE 5.504.4.5 - FORMALDEHYDE LIMITSI
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT
CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE
0.05
HARDWOOD PLYWOOD COMPOSITE CORE
0.05
PARTICLE BOARD
0.09
MEDIUM DENSITY FIBERBOARD
0.11
THIN MEDIUM DENSITY FIBERBOARD2
0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR
TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR
ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).
5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area
receiving resilient flooring shall meet the requirements of the California Department of Public Health,"Standard
Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications
01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring
materials meet the pollutant emission limits.
5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,
"Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPH P/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.7.1 Verification of compliance.
Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission
limits.
5.504.4.8 Acoustical ceiling and wall panels.
Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "
Version 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs.
5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical
finish materials meet the pollutant emission limits.
5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air
filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of
13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of
the same value shall be included in the operation and maintenance manual.
Exceptions: Existing mechanical equipment.
5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV
rating.
5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking,
prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as
already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,
county, city and county, California Community College, campus of the California State University, or campus of the
University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post
signage to inform building occupants of the prohibitions.
SECTION 5.505 INDOOR MOISTURE CONTROL
5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code,
CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see
Section 5.407.2 of this code.
SECTION 5.506 INDOOR AIR QUALITY
5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum
requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local
code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.
5.506.2 CARBON DIOXIDE(CO2)MONITORING. For buildings or additions equipped with demand control
ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements
of the California Energy Code, Section 120(c)(4).
5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be
equipped with a carbon dioxide monitor or sensor that meets the following requirements:
1. The monitor or sensor shall be permanently affixed in a tamper -proof manner in each classroom between 3 and
6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable
windows.
2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or
sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the
carbon dioxide readings shall be available to and regularly monitored by facility personnel.
3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the
classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility
personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have
exceeded 1,100ppm.
4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a
record of previous carbon dioxide measurements of not less than 30 days duration.
5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide
levels with a range of 400ppm to 2000ppm or greater.
6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon
dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently than
once every 5 years.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior
noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking
structures and utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all
subsections apply only to new construction.
5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof -ceiling assemblies exposed to
the noise source making up the building or addition envelope or altered envelope shall meet a composite STC
rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of
40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible
Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed
shall be determined by the local general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or
fixed -guideway source as determined by the Noise Element of the General Plan.
5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a
noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration
exterior wall and roof -ceiling assemblies exposed to the noise source meeting a composite STC rating of
at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and
roof -ceiling assemblies exposed to the noise source making up the building or addition envelope or altered
envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does
not exceed an hourly equivalent noise level (Leq-1 Hr) of 50 dBA in occupied areas during any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as
appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior
sound levels shall be prepared by personnel approved by the architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor -ceiling assemblies separating tenant spaces and tenant
spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of
Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
SECTION 5.508 OUTDOOR AIR QUALITY
5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression
equipment shall comply with Sections 5.508.1.1 and 5.508.1.2.
5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not
contain CFCs.
5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.
5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the
provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that
utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or
condensing units. The leak reduction measures apply to refrigeration systems containing high -global -warming potential
(high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the
replacement of existing refrigeration systems in existing facilities.
Exception: Refrigeration systems containing low -global warming potential (low-GWP) refrigerant with a GWP
value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants
that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.
5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be
accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside
diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in
refrigerant systems except as noted below.
5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.
5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a
refrigerant charge of 5 pounds or less.
5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to
keep vibration levels below 8 mils.
5.508.2.1.3 Flared tubing connections. Double -flared tubing connections may be used for pressure
controls, valve pilot lines and oil.
Exception: Single -flared tubing connections may be used with a multiring seal coated with
industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's
recommendations.
5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of
long radius elbows.
5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as
follows.
5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall
be installed between the outlet of the vessel and the inlet of the pressure relief valve.
5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall
be installed in the space between the rupture disc and the relief valve inlet to indicate a disc
rupture or discharge of the relief valve.
5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are
permitted for use.
5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps
shall be brass or steel and not plastic.
5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.
5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves
designed to have seal caps.
Exception: Valves with seal caps that are not removed from the valve during stem
operation.
5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and
salt shall have evaporator coils of corrosion -resistant material, such as stainless steel; or be coated to prevent
corrosion from these substances.
5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to
maximize energy efficiency.
5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted
with a device tha indicates the level of refrigerant in the receiver.
5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and
charging.
5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and
appropriate tracer gas to bring system pressure up to 300 psig minimum.
5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same
gauge.
5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more
than a +/- one pound pressure change from 300 psig, measured with the same gauge.
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging.
5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and
hold for 30 minutes.
5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30
minutes.
5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours
with a maximum drift of 100 microns over a 24-hour period.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent
shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate
compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing
agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a
certification from a recognized state, national or international association, as determined by the local agency. The
area of certification shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to,
construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods
acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or
special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate
section or identified applicable checklist.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAYBE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
pproved
kOR P RMIT ISSUANCI
PROJECT ADDRESS:
1570 BROOKHOLLOW DR.
Master I s.aNTa arra, ca 92705
Date:
TENANT
AMA
SUITE 118
AREA SQUARE FOOTAGE
SCOPE OF WORK 8,000 SF
THESE DRAWINGS AND/OR THE ACCOMPANING SPECIFICATIONS AS INSTRUMENTS
OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF SPACES AND THEIR USE AND
PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SPACE OR SUITE FOR
WHICH THEY WERE PREPARED. RE -USE, REPRODUCTION, OR PUBLICATION BY
ANY METHOD, IN WHOLE OR IN PART IS PROHIBITED EXCEPT BY WRITTEN PER-
MISSION FROM SPACES. TITLE TO THESE PLANS AND/OR SPECIFICATIONS SHALL
REMAIN SPACES WITHOUT PREJUDICE, AND VISUAL CONTACT WITH THEM SHALL
CONSTITUTE PRIMA FACIA EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS.
PLAN CHECK CORRECTIONS O4.15.25
SUBMITTED TO PLAN CHECK 11.07.24
RELEASED FOR ENGINEERING 10.21.24
DESCRIPTION DATE
REVISIONS
COMMERCIAL INTERIORS
��
, A
IN%
PLANNING & DESIGN
3150 BRISTOL, STE 205 1 COSTA MESA, CA 92626
949.724.1499 1 www.spaces-oc.com
DRAWN
t
DATE
10.17.24
CHECKED
RP/LC
TE
GROUND FLOOR
CAL -GREEN
SHEETS
Sheet Title
Project Number 2873.252
Sheet Number A-0.4
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
12/31/202 5
ELECTRICAL
COVER
SHEET
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
SYMBOLS LIST
NOTES
ABBREVIATIONS
FIRE ALARM & LIFE SAFETY
FIXTURE SUPPORT DETAIL
DEMOLITION NOTES
TYPICAL WALL OUTLET SPACING
FIXTURE SCHEDULE NOTES
’’’’
“”
SCOPE OF WORK FOR LOW VOLTAGE WIRING
IS FOR REFERNCE ONLY.
NOT PART OF PLAN CHECK. PERMIT ONLY
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ELECTRICAL
SPECIFICATIONS
PART 1 OF 2
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) E-2 Electrical Specifications Part 1 of 2.dwg, 11/18/2024 2:47:29 PM
ELECTRICAL
SPECIFICATIONS
PART 2 OF 2
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) E-3 Electrical Specifications Part 2 of 2.dwg, 11/18/2024 2:47:36 PM
EL
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
TITLE 24
ENERGY
CALCULATIONS
E-4.1
333 City Blvd. West, Suite 300
Orange CA 92826 (714) 449-1646
Edward D. Burtch
E-17083
(714) 449-1646
333 City Blvd. West, Suite 300
Orange CA 92826
Engineered Spaces Inc.
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) E-4 Title 24 Energy Calculations.dwg, 11/18/2024 2:47:43 PM
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
TITLE 24
ENERGY
CALCULATIONS
E-4.2
333 City Blvd. West, Suite 300
Orange CA 92826 (714) 449-1646
Edward D. Burtch
E-17083
(714) 449-1646
333 City Blvd. West, Suite 300
Orange CA 92826
Engineered Spaces Inc.
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) E-4 Title 24 Energy Calculations.dwg, 11/18/2024 2:47:52 PM
NO
R
T
H
SSSS
SS
SS
SS
N N
N N
NN
NNNNNNNNNNNNN
NN
N
N
N
N N
N N
N N N
N N N
N
N
N N N
NN
N
N N NNN
N
N
N
N N
NN
N N
NN
N
N
N
N N
N N
N
OPEN
TO ABOVE
N
N
N N N N
NNNN
N
N
N
N
N
N
N
NNN
N
N
N
N
N N
N
N
N
N
N
N N N N
N
N
N N NN
N
N
N
N
N
N
N
N N
N
N
N N
N N
N N
N N
N
N
N
N
N
A-2 LEGEND
A-2 SPECIFICATIONS
A-2 BUILDING STANDARD NOTES
ST
E
S
ALL ITEMS ARE EXISTING TO REMAIN, U.O.N.
TYP. TYPICAL THROUGHOUT SUITE
R RELOCATE
ER EXISTING RELOCATE
N NEW
NL
NL
NL
NL
N N
N
N
N
N
NL
NL
AREA OF
PERMIT
N
N
N
A-2 KEY NOTES
TYP.
ELECTRICAL
LIGHTING
PLAN
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
N
N
N
N
N
N
N
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N N NNN
NN
N
NN
N
NN
N
NE
N
NN
N
N
N
N
N N
NN
N
NN
N
N
N
N
N
N
N
N
N
N N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N N
N N
N
N
N N
N
NN
N N
N
N
N
N
N
N
N
N
N
N
N
N
N
N N
N
N
N
N
N N
N
N
N
N
N
N
E
EE EEEE
N
N
N
N
N
N
N
N
FE
N
N
N
FE
AREA OF
PERMIT
N
R
LOCK
R
LOCK
R
LOCK
R
LOCK
R
LOCK
R
LOCK
R
LOCK
R
R
R
R
R
N N
20 MIN
R
R
R
N
N
LOCK
N
LOCK
N
LOCK
N
20 MIN
N
20 MIN
N N N
N
ELECTRICAL
POWER
PLAN
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
A-3 KEY NOTES
A-1/1-3 SPECIFICATIONS
A-3 LEGEND
FE
A-3 BUILDING STANDARD NOTES
ALL ITEMS ARE EXISTING TO REMAIN, U.O.N.
TYP. TYPICAL THROUGHOUT SUITE
R RELOCATE
ER EXISTING RELOCATED
N NEW
NO
R
T
H
N
N
POWER PLAN NOTES
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N
N
N
N NNN
N
N
N
N
N
N
N
N
N
N N
N
N
N
N
N N N N
N N N NNN
N N
N
N
NN
N
NN
N
N
N
NN
E
N
NN N N
N N NNN
N
N
N
N
N
N
NN
N N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N N
T.V.
FE
N
N
N
N
N
N
N
N
N
E
N
N
N
N
RRRRR
R
LOCK
NNNNNNNN
R
LOCK
R
LOCK
R
LOCK
R
R
R
N
N
LOCK
N
LOCK
N N N
N N N
ELECTRICAL
POWER
PLAN
E-6.2 EL
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
A-3 KEY NOTES
A-1/1-3 SPECIFICATIONS
A-3 LEGEND
FE
A-3 BUILDING STANDARD NOTES
ALL ITEMS ARE EXISTING TO REMAIN, U.O.N.
TYP. TYPICAL THROUGHOUT SUITE
R RELOCATE
ER EXISTING RELOCATED
N NEW
NO
R
T
H
N
N
POWER PLAN NOTES
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PANEL
SCHEDULES
E-7 EL
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
·
·
·
·
·
·
·
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TYPICAL LIGHTING
CTRL. DIAGRAMS
(WATTSTOPPER)
E-8 EL
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Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
SCALE:
"RC3" ROOM CONTROLLER WITH WALL STATION CONTROL
NONE3B
SCALE:
"RC3" ROOM CONTROLLER WITH WALL SENSOR CONTROL
NONE3A
SCALE:
"RC2" ROOM CONTROLLER WITH WALL STATION CONTROL
NONE2B
SCALE:
"RC2" ROOM CONTROLLER WITH WALL SENSOR CONTROL
NONE2A
SCALE:
"RC1" ROOM CONTROLLER WITH WALL STATION CONTROL
NONE1B
INPUT MODULE LMIN-104 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 4,000 W
SCALE:
"RC1" ROOM CONTROLLER WITH WALL SENSOR CONTROL
NONE1A
SCALE:
"EL" ELCU 200 TYPICAL WIRING DIAGRAM
NONE1C
INPUT MODULE LMIN-104 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 4,000 W
INPUT MODULE LMIN-104 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 4,000 W
INPUT MODULE LMIN-104 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 4,000 W
INPUT MODULE LMIN-104 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 4,000 W
INPUT MODULE LMIN-104 SHALL BE
PROVIDED WHERE SCOPE OF WORK IS
MINIMUM 4,000 W
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
LMLS 500 PHOTOSENSOR
SHALL BE INSTALLED
WHERE SO NOTED ON PLANS
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) E-8 Lighting Controls Diagrams.dwg, 11/18/2024 2:48:40 PM
ELECTRICAL
DETAILS
SHEET
E-9
3 TYPICAL TEL. BOARD GROUNDING BAR INSTALLATION
DO NO
T
DISCO
N
N
E
C
T
3
-
PANELS NAMEPLATE2
DIST. PANEL CRPP1A1
DIST. PANEL CRPP1A1
PURPLE
ORANGE
NOT PAINTED
RED
YELLOW
BLUE & WHITE
GREEN & BLUE
ORANGE & WHITE
NOT PAINTED
PVC-NOT PAINTED
GENERAL NOTES:
COLOR
J-BOX PAINT
GROUND CONDUITS
480V NORMAL
208/120V NORMAL
SECURITY
TELECOM
FIRE ALARM
BMS CONTROLS
208/120V UPS
480/277V UPS
277V NORMAL (LTG.)
SERVICE
GREEN WHITE GREEN
BLUE
BLUE & WHITE
ORANGE & WHITE
GREEN & BLUE
YELLOW
RED
WHITE
ORANGE
CONDUIT TAPE
COLOR LEGEND
COLOR
PURPLE
BLUEWHITE
BLACK
BLACK
WHITE
WHITE
WHITE
WHITE
WHITE
YELLOW
BLACK
RED
WHITE
BLUE
ORANGE
ORANGE
NAMEPLATE COLOR
WHITE DARK PURPLE
PANEL CRPP1A1
BRPP1A1-22,24,26
1 RACEWAY AND NAMEPLATE IDENTIFICATION
TELEPHONE/DATA OUTLETS4 TYPICAL FIRESTOP PENETRATION DETAILS5
EL
E
C
T
R
I
C
A
L
S
T
A
M
P
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) E-9 Electrical Details.dwg, 11/18/2024 2:48:46 PM
HVAC
NOTES &
DETAILS
M-1
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
ROUND DUCT HANGERS
CEILING DIFFUSER DETAIL
MECHANICAL NOTES LEGEND
NEW OR RELOCATED THERMOSTAT
CSFD
FD
NEW OR RELOCATED DUCT
CALGREEN
PLAN CHECK NOTE
SCOPE OF HVAC
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\_HVAC\2025-03-28\1570 E. Warner, Suite 118 (AMA Regenerative) Mechanical M-1.dwg, 3/29/2025 12:54:41 PM
HVAC
PLAN
M-2
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
AREA OF
PERMIT
1st FLOOR HVAC PLAN
SCALE: 1/8"=1'-0"
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\_HVAC\2025-03-28\1570 E. Warner, Suite 118 (AMA Regenerative) Mechanical M-2.dwg, 3/29/2025 12:54:48 PM
HVAC
T-24
M-3
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\_HVAC\2025-03-28\1570 E. Warner, Suite 118 (AMA Regenerative) Mechanical M-3.dwg, 3/29/2025 12:54:55 PM
HVAC
T-24
M-3
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
333 City Blvd. West, Suite 300
Orange CA 92826 (714) 449-1646
Fariborz Mozhgani
M-33211
(714) 449-1646
333 City Blvd. West, Suite 300
Orange CA 92826
Engineered Spaces Inc.
Engineered Spaces Inc.
Fariborz Mozhgani
2025-03-27
2025-03-27
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\_HVAC\2025-03-28\1570 E. Warner, Suite 118 (AMA Regenerative) Mechanical M-4.dwg, 3/29/2025 12:55:10 PM
M-4
PLUMBING
COVER
SHEET
P-1.1
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
LEGENDPLUMBING FIXTURE SCHEDULEPLUMBING NOTES
SHEET INDEX
PIPE MATERIAL SCHEDULE
·
·
·
·
·
·
·
·
·
·
·
·
SCOPE OF WORK
·
·
·
·
·
·
·
PLUMBING FIXTURE SCHEDULE
GENERAL NOTES
WATER CALCULATIONS
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) P-1 Plumbing Cover Sheet.dwg, 3/29/2025 12:55:21 PM
PLUMBING
DETAILS
\
P-1.2
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
SCHEDULE FOR SINGLE PIPE HANGERS 3/4" THRU 6"
PIPE SUPPORT SPACING SCHEDULE
2
INSTA-HOT INSTALLATION DETAIL
TYPICAL COUNTER DETAIL 1
4TYPICAL FIRESTOP PENETRATION DETAIL
3
1. WALL ASSEMBLY -- THE 1 OR 2 HR FIRE-RATED GYPSUM BOARD/STUD WALL ASSEMBLY SHALL BE CONSTRUCTED OF THE MATERIALS AND IN THE MANNER
DESCRIBED IN THE INDIVIDUAL U300, U400 OR V400 SERIES WALL AND PARTITION DESIGN IN THE UL FIRE RESISTANCE DIRECTORY AND SHALL INCLUDE THE
FOLLOWING CONSTRUCTION FEATURES:
A. STUDS -- WALL FRAMING MAY CONSIST OF EITHER WOOD STUDS OR STEEL CHANNEL STUDS. WOOD STUDS TO CONSIST OF NOM 2 BY 4 IN. (51 BY 102 MM)
LUMBER SPACED MAX 16 IN. (406 MM) OC. STEEL STUDS TO BE MIN 3-1/2 IN. (89 MM) DEEP, FABRICATED FROM 25 MSG GALV STEEL, SPACED MAX 24 IN. (610
MM) OC.
B. GYPSUM BOARD* -- THE GYPSUM BOARD TYPE, NUMBER OF LAYERS, FASTENER TYPE AND SHEET ORIENTATION SHALL BE AS SPECIFIED IN THE INDIVIDUAL
WALL AND PARTITION DESIGN. MAX DIAM OPENING IS 12 IN. (305 MM).
THE HOURLY F RATING OF THE FIRESTOP SYSTEM IS EQUAL TO THE HOURLY FIRE RATING OF THE WALL ASSEMBLY IN WHICH IT IS INSTALLED.
2. THROUGH PENETRANT -- ONE METALLIC PIPE, CONDUIT OR TUBE TO BE INSTALLED EITHER CONCENTRICALLY OR ECCENTRICALLY WITHIN THE FIRESTOP
SYSTEM. THE MIN ANNULAR SPACE BETWEEN THE PIPE, CONDUIT OR TUBE AND THE PERIPHERY OF THE OPENING SHALL BE MIN 0 IN. (POINT CONTACT) TO
MAX 7-7/8 IN. (200 MM). PIPE CONDUIT OR TUBE TO BE RIGIDLY SUPPORTED ON BOTH SIDES OF WALL ASSEMBLY. THE FOLLOWING TYPES AND SIZES OF
METALLIC PIPES, CONDUITS OR TUBES MAY BE USED:
A. STEEL PIPE -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) SCHEDULE 10 (OR HEAVIER) STEEL PIPE.
B. IRON PIPE -- NOM 4IN. (102 MM) DIAM (OR SMALLER) CAST OR DUCTILE IRON PIPE.
C. CONDUIT -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) RIGID STEEL CONDUIT.
D. CONDUIT -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) STEEL ELECTRICAL METALLIC CONDUIT.
E. COPPER TUBING -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) TYPE L (OR HEAVIER) COPPER TUBING.
F. COPPER PIPE -- NOM 4 IN. (102 MM) DIAM (OR SMALLER) REGULAR (OR HEAVIER) COPPER PIPE.
3. FIRESTOP SYSTEM -- THE FIRESTOP SYSTEM SHALL CONSIST OF THE FOLLOWING:
A. PACKING MATERIAL -- GLASS FIBER OR MINERAL WOOL BATT INSULATION FIRMLY PACKED WITHIN THE WALL CAVITY AROUND THE OPENING AS A
PERMANENT FORM.
B. FILL, VOID OR CAVITY MATERIAL*-FOAM -- FILL MATERIAL APPLIED WITHIN ANNULUS FLUSH WITH BOTH SURFACES OF THE WALL. MIN FILL MATERIAL
THICKNESS FOR 1 HR F RATING IS 4-3/4 IN. (121 MM). MIN FILL MATERIAL THICKNESS FOR 2 HR F RATING IS 6 IN. (152 MM).
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP 620 FIRE FOAM
*BEARING THE UL CLASSIFICATION MARK
Hilti Firestop Systems
A
A SECTION A-A
WL
1
2
8
9
System No. W-L-1289
F Ratings -- 1 and 2 Hr (See Items 1 and 3)
T Rating -- 0 Hr
L-RA TING AT AMBIENT = LESS THAN 1 CFM / SQ FT
L Rating at Ambient -- Less Than 1 CFM/sq ft
L Rating at 400 F -- Less Than 1 CFM/sq ft
UL 1479 and CAN/ULC-S115
52-HOUR SLAB PENETRATION DETAIL
A
A
F RATING - 2 HR
T RATING - 2 HR
ANSI / UL1479 (ASTM E814)
- 2 HR
- 0 HR
- 2 HR
- 0 HR
F RATING
FT RATING
FH RATING
FTH RATING
CAN / ULC S115
1. Wall Assembly -- The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner described
in the individual U300, U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following
construction features:
A. Studs -- Wall framing may consist of either wood studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. (51
by 102 mm) lumber spaced max 16 in. (406 mm) OC. Steel studs to be min 3-1/2 in. (89 mm) deep, fabricated from 25 MSG galv steel,
spaced max 24 in. (610 mm) OC.
B. Gypsum Board* -- The gypsum board type, number of layers, fastener type and sheet orientation shall be as specified in the
individual Wall and Partition Design. Max diam opening is 12 in. (305 mm). The hourly F Rating of the firestop system is equal to the
hourly fire rating of the wall assembly in which it is installed.
2. Through Penetrant -- One metallic pipe, conduit or tube to be installed either concentrically or eccentrically within the firestop system. The
min annular space between the pipe, conduit or tube and the periphery of the opening shall be min 0 in. (point contact) to max 7-7/8 in. (200
mm). Pipe conduit or tube to be rigidly supported on both sides of wall assembly. The following types and sizes of metallic pipes, conduits or
tubes may be used:
A. Steel Pipe -- Nom 4 in. (102 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe.
B. Iron Pipe -- Nom 4in. (102 mm) diam (or smaller) cast or ductile iron pipe.
C. Conduit -- Nom 4 in. (102 mm) diam (or smaller) rigid steel conduit.
D. Conduit -- Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic conduit.
E. Copper Tubing -- Nom 4 in. (102 mm) diam (or smaller) Type L (or heavier) copper tubing.
F. Copper Pipe -- Nom 4 in. (102 mm) diam (or smaller) Regular (or heavier) copper pipe.
3. Firestop System -- The firestop system shall consist of the following:
A. Packing Material -- Glass fiber or mineral wool batt insulation firmly packed within the wall cavity around the opening as a
permanent form.
B. Fill, Void or Cavity Material*-Foam -- Fill material applied within annulus flush with both surfaces of the wall. Min fill material
thickness for 1 hr F Rating is 4-3/4 in. (121 mm). Min fill material thickness for 2 hr F Rating is 6 in. (152 mm).
HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC -- CP 620 Fire Foam
*Bearing the UL Classification Mark
System No. F-A-1014
FA
1
0
1
4
Hilti Firestop Systems
HOT WATER PIPING INSULATION DETAIL 6
FIXED AIR GAP 7
PIPE SUPPORT INSTALLATION DETAIL
DISHWASHER HOOK-UP 8
WALL CLEANOUT 9
ELECTRONIC TRAP PRIMER 10
SLAB PATCH DETAIL 11
DOUBLE CLEANOUT DETAIL
FLOOR CLEANOUT 13
12
F:\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) P-1 Plumbing Cover Sheet.dwg, 11/19/2024 4:16:19 PM
PLUMBING
TITLE 24
CALCULATIONS
P-1.3
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
Fariborz Mozhgani
Engineered Spaces Inc.
333 City Blvd., West, Suite 300
Orange CA 92868
2024-09-18
M-33211
(714) 449-1646
2024-09-18
333 City Blvd., West, Suite 300
Orange CA 92868 (714) 449-1646
F:\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) P-1 Plumbing Cover Sheet.dwg, 11/19/2024 4:16:26 PM
AREA OF
PERMIT
AREA OF
PERMIT
PLUMBING
PLANS
P-2
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
NOR
T
H
PLUMBING PLANS NOTES
PLUMBING PLANS NOTES
N.I.C.
HOT & COLD WATER - ISOMETRIC DIAGRAM -
SCALE: NONE
SEWER & VENT - ISOMETRIC DIAGRAM -
SCALE: NONE
\\192.168.13.204\Esi-Files\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) P-2 Plumbing Plan - .dwg, 3/29/2025 12:55:37 PM
PLUMBING
SPECIFICATIONS
P-3
Electrical Mechanical Plumbing
333 City Blvd. West, Suite 300
Orange CA 92826
office
fax
(714) 449-1646
(714) 449-1946
Consulting Engineers
Sheet Title
Project Number
Sheet Number
2873.252
PRINT DATE
DATE
CHECKED
DESCRIPTION
DRAWN
TENANT
PROJECT
PRINT DATE
DATE
CHECKED
REVISIONS
DESCRIPTION
DRAWN
DATE
TENANT
PROJECT
NO.
GROUND FLOOR
AMA
SUITE 118
CAD
10.17.24
SAB
11.04.24
PROJECT ADDRESS:
BROOKHOLLOW
1570 E. WARNER
SANTA ANA, CA 92705
INTERIOR PLANNING &
DESIGN
P&D INC.
3150 BRISTOL, STE 205 / COSTA MESA, CA 92626
949.724.1499 / www.spaces-oc.com
AREA SQUARE FOOTAGE
SCOPE OF WORK: 8,000 SF
F:\Projects\Santa Ana\Warner\1570 E Warner\01\Suite 118 (AMA Regenerative)\1570 E. Warner, Suite 118 (AMA Regenerative) P-3 Plumbing Specifications.dwg, 11/19/2024 4:31:11 PM
YES NO
INSTRUCTIONS:
ORAN GE COUNTY FI RE AUTHORI TY
Plan Submittal Criteria
COMMERCIAL projects, MULTIFAMILY RESIDENTIAL projects
and RESIDENTIAL TRACT developments
· Fill in the project/business address and provide a brief description of the scope of work and type of business operation that will take place.
· Answer questions 1 through 10, read and initial items 11 and 12, then complete and sign the certification section.
· If you answer: - “YES” to any part of questions 1 through 10, submit the type of plan indicated in italics to OCFA.
· In some cases, other plan types not indicated herein may also be necessary depending on specific conditions or operations.
· Visit www.ocfa.org for submittal information and locations. If you need assistance in filling out this form or have questions regarding
requirements for review, please contact OCFA at 714-573-6108 or visit us at 1 Fire Authority Road, Irvine, CA 92602.
Address Suite City
Project Scope/Business Description
1. Construction of a new building, a new story, or increase the footprint of an existing building? Changes to roadways,
curbs, or drive aisles? Addition, relocation, or modification of fire hydrants or fences/gates? Construction within
300 feet of an active or proposed oil well? Fire Master Plan (PR145)
2. Property is adjacent to a wildland area or non-irrigated native vegetation?
Fire Master Plan (PR145); a Fuel Modification Plan may also be required. (PR120, PR124)
3. Located in or < 100’ from a Division of Oil, Gas, and Geothermal Resources (DOGGR) field boundary, < 300’ from
an oil/gas seep, or < 1000’ from a landfill? Methane Work Plan. (PR170)
4. Installation/modification/repair of underground piping, backflow preventers, or fire department connections serving
private fire hydrant/sprinkler/standpipe systems? Underground Plan. (PR470, PR475)
5. Drinking/dining/recreation/meetings/training/religious functions or other gatherings in a room > 750 sq.ft. (> 1,000
sq.ft. for training/adulteducation) or > 49 people? Healthcare/outpatient services for > 5 people who may be unable
to immediately evacuate without assistance? Education for children (academic tutoring for ages 5+ is exempt unless
classified as an E occupancy by the Building Official)? Adult/child daycare? 24-hour care/supervision? Incarceration
or restraint? Hotel/apartment or residential facility with 3+ units and 3+ stories (3-story townhouses/rowhouses
where an independent direct exit to grade is provided for dwelling are exempt)? Congregate housing/dormitories
with 17+ people? High-rise structure (55+ feet to highest occupied floor level)? Architectural Plan (PR200-PR285)
6. Installation/modification of locks delaying or preventing occupants from leaving a space or requiring use of a card,
button, or similar action to open a door in the direction of exit travel? Architectural, Sprinkler, and/or Alarm Plan
depending on the occupancy and type of device installed (PR200-PR280, PR420-PR425, PR500-PR520)
7. Installation/modification/use of spray booths; dust collection; dry cleaning; industrial ovens/drying equipment;
industrial/commercial refrigeration systems; compressed gasses; tanks for cryogenic or flammable/combustible
liquids; vapor recovery; smoke control; battery back-up/charging systems (> 50 gal. electrolyte, > 1,000 lb. lithium
ion); welding/brazing/soldering, open flame torches, cutting/grinding; or other similar operations?
Special Equipment Plan (PR315, PR340-PR382)
8. Storage/use/research with flammable/combustible liquids or other chemicals? Motor vehicle/aircraft
maintenance/repair? Cabinetry/woodworking/finishing facility? Chem Class & floor plan (full architectural plan if
H occupancy); Special Equipment Plans may be necessary. (PR315-PR360, PR232-PR240)
9. Storage or merchandizing areas in excess of 500 sq. ft. where items are located higher than 12’ (6’ for high-hazard
commodities, plastic, rubber, foam, etc.)? High-piled Storage Plan (PR330)
10. Cooking under a Type I commercial hood; installation or modification of a fire extinguishing system located in a
commercial cooking hood? Hood & Duct Extinguishing System, not just the hood mechanical plan. (PR335)
Initial each of the following two items indicating that you have read and understand the statement:
11. *Sprinklers/Alarms: Consult Building/Fire Codes and ordinances to determine sprinkler/alarm requirements; if a system is
required, plans shall be submitted for OCFA review. Existing buildings undergoing remodel must be evaluated by a licensed
Initials contractor to determine if modification is needed; if so, contractor shall submit plans prior to making modifications.
12. Fire Hazard Severity Zone: Consult maps available at building department or on OCFA website to determine if your site is located
in a FHSZ. Buildings in a FHSZ may be subject to special construction requirements detailed in CBC Chapter 7A or CRC R327—
Initials the building department will determine specific requirements.
I certify under penalty of perjury under the laws of the State of California that the above is true:
Print Name Signature
Phone Number ( ) Date / /
Building Department: If you have verified that all of the questions have been answered accurately as “NO”, and the project does not otherwise require OCFA
review of sprinkler or alarm plans*, then you may accept this signed form as a written release that OCFA review is not required. Should you still require that the
applicant have plans approved by OCFA, please initial here or attach an OCFA referral form and have the applicant submit the form along with the
appropriate plans and fees for OCFA review. 10-08-14 EE
COM
O R A N G E C O U N T Y F I R E A U T H O R I T Y
Plan Referral Form
Required for OCFA to review plans upon the request of the Building Department when
the answers on the Plan Submittal Criteria Form (on the reverse) are all “No”.
City / County Official Requesting Review:
City / County Reference #: Date: __________________________________
City / County: _____________________________________ E-Mail: __________________________________
Contact Name: _____________________________________ Phone #: _________________________________
Title: _____________________________________
** Have the applicant complete and sign the OCFA Plan Submittal Criteria Form on the reverse of this form. **
Reason(s) for Review:
Please describe why OCFA Plan Review is or may be required by the City/County :
OCFA COMMENTS:
No further action required on this specific plan type, based
on information provided on: ____/______/______.
Project to be taken in for OCFA Review.
Other:
Name: _________________________________________
Contact #: ______________________________________ Date: _________________________________
OCFA Authorization
Updated: 06/02/2020 rs