Agenda packet — Ukiah City Council, January 15, 2025 (part 2 of 9)

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CALGREEN CHECKLIST
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ELECTRIC SERVICE CENTER
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UKIAH CA 95482 USA
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BUILDING PERMIT
CHAPTER 5

NONRESIDENTIAL MANDATORY MEASURES
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.

DIVISION 5.1 PLANNING AND DESIGN
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) Y
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.

LOW-EMITTING AND FUEL EFFICIENT VEHICLES.

Eligible vehicles are limited to the following:

1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing High-Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles.

NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards.

TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors.

VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing.

Note: Source: Vehicle Code, Division 1, Section 668
ZEV. Any vehicle certified to zero-emission standards.

SECTION 5.106 SITE DEVELOPMENT

5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE 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.

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 puroses, 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. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter.

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).

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.

5.106.5.2.1 - Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR / VAN POOL / EV Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces.

5.106.5.3 Electric vehicle (EV) charging. [N] Construction shall comply with Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of electric vehicle supply equipment (EVSE).

When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows:

5.106.5.3.1 Single charging space requirements. [N] When only a single charging space is required per Table 5.106.5.3.3, a raceway is required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:

1. The type and location of the EVSE.

2. A listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit.

3. The raceway shall not be less than trade size 1".

4. The raceway shall originate at a service panel or a subpanel serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and listed suitable cabinet, box, enclosure or equivalent.

5. The service panel or subpanel shall have sufficient capacity to accommodate a minimum 40-ampere dedicated branch circuit for the future installation of the EVSE.

5.106.5.3.2 Multiple charging space requirements. [N] When multiple charging spaces are required per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following:

1. The type and location of the EVSE.

2. The raceway(s) 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 charging equipment and into listed suitable cabinet(s), box(es), enclosure(s) or equivalent.

3. Plan design shall be based upon 40-ampere minimum branch circuits.

4. Electrical calculations shall substantiate the design of the electrical system, to include the rating of equipment and any on-site distribution transformers and have sufficient capacity to simultaneously charge all required EVs at its full rated amperage.

5. The service panel or subpanel(s) shall have sufficient capacity to accommodate the required number of dedicated branch circuit(s) for the future installation of the EVSE.

5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine if single or multiple charging space requirements apply for the future installation of EVSE.

Exceptions: On a case-by-case basis where the local enforcing agency has determined EV charging and infrastructure is not feasible based upon one or more of the following conditions:

TABLE 5.106.5.2 - PARKING

TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0
10-25 1
25-50 3
51-75 6
76-100 8
101-150 11
151-200 16
201 AND OVER AT LEAST 8% OF TOTAL
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

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.

5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as follows:

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.

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.

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.

1. Calculation for spaces shall be rounded up to the nearest whole number.

5.106.5.3.4 [N] Identification. The service panel or subpanel(s) circuit directory shall identify the reserved overcurrent protective device space(s) for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE".

5.106.5.3.5 [N] Future charging spaces qualify as designated parking as described in Section 5.106.5.2 Designated parking for clean air vehicles.

TABLE 5.106.5.3.3

TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0
10-25 1
26-50 2
51-75 4
76-100 5
101-150 7
151-200 10
201 AND OVER 6% of total¹

5.106.8 LIGHT POLLUTION REDUCTION. [N].l 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: [N]

1. Luminaires that qualify as exceptions in Section 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.

Note: [N]

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.

TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT
AND GLARE (BUG) RATINGS 1,2

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1

LIGHTING
ZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
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
line
N/A B0 B0 B1 B2

MAXIMUM ALLOWABLE

UPLIGHT RATING (U)
For area lighting 4 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
N/A U1 U2 U3 UR

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)
Luminaire greater than 2 MH
from property line N/A G1 G2 G3 G4
Luminaire front hemisphere is
1-2 MH from property line N/A G0 G1 G1 G2
Luminaire front hemisphere is

0.5-1 MH from property line N/A G0 G0 G1 G1
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A G0 G0 G0 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. If the nearest property line is less than or equal to two mounting heights from the back hemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met.

4. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for "all other outdoor lighting".

5. If the nearest property line is less than or equal to two mounting heights from the front hemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met.

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.

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 ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.

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.

N/A Y N/A

1. Where there is insufficient electrical supply.

2. 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.

Y N/A Y N/A
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.

PARTY
RESPON.

PARTY

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: The surface parking area covered by solar photovoltaic shade structures, or shade structures, with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5, are not included in the total area calculations.

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: Walks, hardscape areas covered by solar photovoltaic shade structures, and hardscape areas covered by shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5, are not included in the total area calculation.

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CALGREEN CHECKLIST
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12/19/2022
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AS NOTED ON 24" X 36"
REVISIONS: BY:

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BUILDING PERMIT
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE

EFFICIENCY
SECTION 5.401 GENERAL

5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.

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 at www.bsc.ca.gov/Home/CALGreen.aspx 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/LawsRegsPolicies/Regs/upload/OEAR-A_REGS_UWR_FinalText.pdf

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)
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 O3
/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.

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.

5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] 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). [N] 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. [N] 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. [N] 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.

5.410.2.6 Commissioning report. [N] 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.

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. 2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) 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) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling 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.

5.410.2.5 Documentation and training. [N] 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. [N] 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. [N] 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.

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.

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 actively grinding food waste/no-load) or shall automatically shut off after no 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.

Y N/A
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.

BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, 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.

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.

TEST. A procedure to determine quantitative performance of a system or equipment 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.

5.410.2 COMMISSIONING. [N] 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. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems.

2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code.

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. O & 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.

RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

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 than1.8 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.

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CALGREEN CHECKLIST
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AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT

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.

5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program.

5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5.

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 5.504.4.1 - ADHESIVE VOC LIMIT1,2
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/R1168.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.

TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL
COATINGS2,3

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 730
OPAQUE 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.

TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1

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).

5.508.2.1 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.

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.
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2020, Includes August 2019 Supplement) 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).

SECTION 5.507 ENVIRONMENTAL COMFORT

5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2.

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-1Hr) 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 soundlevels 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.

5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following:

1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program;

2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010;

3. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria and listed in the CHPS High Performance Product Database; or

4. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children's & Schools Program).

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring 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.

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 at least one of the testing and product requirements:

1. Carpet and Rug Institute's Green Label Plus Program.

2. Compliant with the VOC-emission limits and testing requirements specified in 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 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350).

3. NSF/ANSI 140 at the Gold level or higher;

4. Scientific Certifications Systems Sustainable Choice; or

5. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria listed in the CHPS High Performance Product Database.

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, perchloroethylene 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.

Y N/A RESPON. Y N/A Y N/A Y N/A
PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)

Page 141 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

WALL & FLOOR

ASSEMBLIES
A0.11

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
Detailer for ARCHICAD 1 high 1 wide Notes
VARIES
TYP. 1X SHEAR 2X SHEAR
F.O.F. F.O.F. 5/8" PTD. GYP. BD. REF.

FINISHES SCHEDULE FOR PAINT
COLOR
WOOD FRAMING STUD @ 16"
O.C.

INSULATION; SEE INSULATION
SCHEDULE & TITLE-24

PLYWOOD SHEAR WALL WHERE
OCCURS; S.S.D. FOR

LOCATIONS
1 HOUR FIRE RATING:

ANSI/UL FIRE
RESISTIVE RATINGS 263
DESIGN NO. U314
INT. INT.

Detailer for ARCHICAD 1 high 1 wide Notes
5/8" PTD. GYP. BD. REF.

FINISHES SCHEDULE FOR PAINT
COLOR
WOOD FRAMING STUD @ 16"
O.C.

INSULATION; SEE INSULATION
SCHEDULE & TITLE-24
PORCELAIN OR STONE TILE; SEE

MATERIALS SCHEDULE

LATEX MODIFIED THINSET
WATERPROOFING MEMBRANE;
SEE W.P. SCHEDULE
1/2" CEMENT BACKER BOARD;

DUROCK OR EQUIVALENT
INT. INT.
1 HOUR FIRE RATING:

ANSI/UL FIRE
RESISTIVE RATINGS 263
DESIGN NO. U314
Detailer for ARCHICAD 1 high 1 wide Notes
6 1/2"
6 3/4"
F.O.F. F.O.F. 5/8" PTD. GYP. BD. REF.

FINISHES SCHEDULE FOR PAINT
COLOR
WOOD FRAMING STUD @ 16"
O.C.; S.S.D.

INSULATION; SEE INSULATION
SCHEDULE & TITLE-24

PLYWOOD SHEAR WALL WHERE
OCCURS; S.S.D. FOR

LOCATIONS

RESILIENT SOUND ISOLATION
CLIP W/ 7/8" MTL. HAT TRACK
(ASTM D 2000, M2 AA 510 A13)
1 HOUR FIRE RATING:

ANSI/UL FIRE
RESISTIVE RATINGS 263
DESIGN NO. U314
INT. INT.

Detailer for ARCHICAD 1 high 1 wide Notes
3/4" CDX PLYWOOD
WOOD FRAMING STUD @ 16"
O.C.

INSULATION; SEE INSULATION
SCHEDULE & TITLE-24

EXTERIOR PLYWOOD
SHEATHING; S.S.D.

EXTERIOR CORRUGATED MTL.

CLADDING
(E) VAPOR BARRIER / W.P.

MEMBRANE
INT. EXT.

Detailer for ARCHICAD 1 high 1 wide Notes
5/8" PTD. GYP. BD. REF.

FINISHES SCHEDULE FOR PAINT
COLOR
WOOD FRAMING STUD @ 16"
O.C.

INSULATION; SEE INSULATION
SCHEDULE & TITLE-24

EXTERIOR PLYWOOD
SHEATHING; S.S.D.

EXTERIOR CORRUGATED MTL.

CLADDING
(E) VAPOR BARRIER / W.P.

MEMBRANE
INT. EXT.

Detailer for ARCHICAD 1 high 1 wide Notes
Detailer for ARCHICAD 1 high 1 wide Notes 4 1/4"
(E) WATERPROOFING

MEMBRANE
(E) COMPACTED FILL
(E) VOID-FILLING MATERIAL
(E) CONCRETE SLAB
(E) CONCRETE SLAB FINISH TO
REMAIN AS-IS, U.O.N.

INT.

Detailer for ARCHICAD 1 high 1 wide Notes 4 1/4"
(E) WATERPROOFING

MEMBRANE
(E) COMPACTED FILL
(E) VOID-FILLING MATERIAL
(E) CONCRETE SLAB
(N) CARPET TILES WHERE
OCCURS ON PLANS; SEE

MATERIALS LEGEND &

SPECIFICATIONS
INT.

Detailer for ARCHICAD 1 high 1 wide Notes
Detailer for ARCHICAD 1 high 1 wide Notes
MEZZ. F.F.E.

RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.
2X FLOOR FRAMING; S.S.D.

MINERAL WOOL INSULATION
3/4" PLYWOOD WHERE
OCCURS; SEE FINISH PLANS &
RCP
INT.

INT.

Detailer for ARCHICAD 1 high 1 wide Notes
RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.
2X FLOOR FRAMING; S.S.D.

MINERAL WOOL INSULATION
3/4" PLYWOOD WHERE
OCCURS; SEE FINISH PLANS &
RCP
INT.

INT.

Detailer for ARCHICAD 1 high 1 wide Notes
SCALE: 3" = 1'-0"
A WALL TYPE A - 1 HR. GYP. - GYP.

SCALE: 3" = 1'-0"
B WALL TYPE B - GYP. - TILE
SCALE: 3" = 1'-0"
A1 WALL TYPE A1 - ACOUSTIC GYP.

SCALE: 3" = 1'-0"
C WALL TYPE C - EXT. METAL - PLYWD
SCALE: 3" = 1'-0"
D WALL TYPE D - EXT. METAL - GYP.

SCALE: 3" = 1'-0"

N NOT USED
SCALE: 3" = 1'-0"
B1 FLOOR TYPE B - (E) CONCRETE SLAB
SCALE: 3" = 1'-0"
B2 FLOOR TYPE B - (E) CONC. SLAB W/ CARPET TILES
SCALE: 3" = 1'-0"

N NOT USED
SCALE: 3" = 1'-0"
D FLOOR TYPE D - WD. FRAME W/ RES. FLOORING
SCALE: 3" = 1'-0"
E CEILING TYPE E - WD. FRAME / GYP.

SCALE: 3" = 1'-0"

N NOT USED

Page 142 of 1236 ends

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED
SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXISTING / DEMO

GROUND FLOOR PLAN
A1.1

ELECTRIC SERVICE CENTER
1350 HASTINGS ROAD
UKIAH CA 95482 USA

SYMBOLS GENERAL DEMOLITION NOTES
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_231117_UkiahElectric_BuildingPermit_R2.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
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12/19/2022
SR
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AS NOTED ON 24" X 36"
REVISIONS: BY:

1. ALL DEMOLITION WORK TO BE CONDUCTED IN SUCH A MANNER AS TO PROTECT ADJACENT PROPERTY AND LANDSCAPE PLANTING TO REMAIN.

2. ASBESTOS CONTAINING MATERIALS IN EXISTING BUILDINGS TO BE IDENTIFIED AND REMOVED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

3. LEAD PAINTED MATERIALS IN EXISTING BUILDINGS TO BE IDENTIFIED AND REMOVED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

4. DEMOLISH ALL REDUNDANT HVAC EQUIPMENT, INCLUDING PIPING, DUCTWORK, RADIANT PANELS, AND BASEBOARD HEATERS. SAVE AND CATALOGUE DECORATIVE GRILLES FOR STORAGE AND RE-USE.

5. DEMOLISH REDUNDANT PLUMBING IN WALL OR FLOOR CAVITIES OPENED FOR CONSTRUCTION.

6. DEMOLISH ALL ABANDONED INTERIOR ELECTRICAL THROUGHOUT.

7. DEMOLISH ALL WINDOW COVERINGS AND RELATED HARDWARE,. REMOVE WINDOW HARDWARE, U.O.N.

8. AT DOORS TO BE DEMOLISHED OR REMOVED, REMOVE DOOR, HARDWARE, AND FRAME, U.O.N. AND SAVE FOR RE-USE.

9. DEMOLISH ALL FLOOR FINISHES, INCLUDING CARPET, VINYL, AND TILE. WOOD FLOORS TO REMAIN, U.O.N.

PROTECT DURING CONSTRUCTION.

10. DEMOLISH ALL ABANDONED GAS LINES TO MAIN POINT OF ENTRY, U.O.N.

11. CONTRACTOR TO VERIFY BEARING AND NON-BEARING STATUS OF EXISTING CONSTRUCTION TO BE DEMOLISHED BEFORE PROCEEDING WITH WORK.

12. PATCH AND REPAIR (E) DRYWALL WHERE FEASIBLE TO LEVEL-4 FINISH TO RECEIVE PAINT.

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BUILDING PERMIT
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DEMO (E) STAIR, WALLS &

MEZZANINE STRUCTURE
ABOVE
RELOCATE (E) MSB & EQPMT.

TO WEST ELEVATION; SEE (N)
PLANS

DEMO & INFILL (E) ROLL-UP

DOOR W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
SCHED.

DEMO & INFILL (E) SWING
DOOR; MATCH (E) MTL.

SIDING.

RELOCATE (E) ELEC. PANELS.

SEE MEP PLAN

DEMO & INFILL (E) ROLL-UP

DOOR W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
SCHED.

DEMO & INFILL (E)

ROLL-UP DOOR W/
(N) GLAZED

STOREFRONT
SYSTEM; SEE SCHED.

DEMO & INFILL (E) ROLLUP DOOR; MATCH (E)
MTL. SIDING

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM;
SEE SCHED.

DEMO & INFILL (E) ROLL-UP

DOOR W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
SCHED.

RELOCATE (E) ELEC. PANELS.

SEE MEP PLAN

DEMO (E) ROLL-UP
DOOR; INFILL W/

FRAMING, SIDING &

INTERIOR FINISH TO
MATCH (E). SEE DTL.

DEMO PORTION OF
(E) STRUCTURAL WALL

FOR (N) CORRIDOR &

CIRCULATION

DEMO PORTION OF
(E) STRUCTURAL WALL

FOR (N) CORRIDOR &

CIRCULATION

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE (N) EXT.

ELEVS.

DEMO FOR (N)
WDW. SEE EXT. ELEVS.

DEMO FOR (N) WDW.

SEE EXT. ELEVS.

DEMO & PATCH (E) DOOR

DE-CONSTRUCT (E)
MEZZANINE PLATFORM.

SALVAGE MATERIALS & STORE
ON SITE.

DEMO & INFILL (E)

SWING DOOR

REMOVE &

SALVAGE (E) ROLL

UP DOOR TO BE

USED ON (N)
WALL; SEE SCHED

DEMO FOR (N) STOREFRONT
SYSTEM & RETAIL ENTRY; SEE
EXT. ELEVS.

DEMO & INFILL (E)
SWING DOOR; MATCH
(E) MTL. SIDING
DEMO & INFILL (E) WDW.

MATCH (E) SIDING; TYP.

DEMO (E) TOILET

DEMO (E) OFFICE & TOILET

DEMO & INFILL (E)
SWING DOOR; MATCH
(E) MTL. SIDING
(E) ROLL-UP

DOOR & SWING

DOOR TO
REMAIN
(E) ROLL UP DOOR TO
REMAIN
DEMO (E) STAIR & MEZZ.
(E) COLUMNS & BEAM TO

REMAIN IF FEASIBLE
;

STRUCTURAL ENGINEER

TO FIELD VERIFY &
EVALUATE CONDITION.

PATCH, REPAIR & REPLACE (E)

FIRE & WATER-DAMAGED
FINISHES WHERE POSSIBLE. REFRAME & REFINISH IF DEEMED

NOT SALVAGEABLE AT TIME OF

CONSTRUCTION

PATCH, REPAIR &

REPLACE (E) FINISHES
(THIS WALL) WHERE
POSSIBLE.

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

MEZZANINE
ABOVE
(E) MEZZANINE
ABOVE
(E) MEZZANINE
ABOVE

MEZZANINE
ABOVE

MAIN SWITCH BOARD
120/240V, 3∅, 4W,
1000A
(E) METERS
(E) EXHAUST FAN

ENCLOSURE
(E) HOSE BIB
(E) ELEC. PNL.

W.P. DISC.

W.P. DISC.
(E) HOSE BIB
(E) 6.0 GAL. ELEC. WATER

HEATER ON SHELF ABOVE
ELEC.

PNLS.

TLCM
FAC
ALRM
(E) ELEC. PNL.
(E) HOSE BIB
ELEC.

PNL. ELEC.

PNL.
(E) OUTDOOR

PATIO TO REMAIN

PROPERTY LINE PROPERTY LINE PROPERTY LINE
(E)

WAREHOUSE
BAY
(E) OFFICE
(E)

WAREHOUSE
BAY
(E) STRG.
(E) TOILET
(E) OFFICE
(E) OFFICE
(E) TOILET
(E) JAN.
(E)

WAREHOUSE
BAY
(E) MEZZANINE
ABOVE
(E)

WAREHOUSE
BAY
(E)

WAREHOUSE
BAY
(E) ELEC. PNL.
(E)

WAREHOUSE
BAY
(E)

WAREHOUSE
BAY
BCADE
123456
180'-0"
40'-0" 45'-0" 45'-0" 45'-0"40'-0"
135'-0"
40'-0"
175'-0"
89'-8" 23'-0" 46'-4" 61'-0"
220'-0"
34'-2 1/4"
REPLACE STAIR FINISHES @

LOWER RUN, LANDING &
UPPER RUN; SEE STAIR DETAILS.
(E) TOILET 006
(E) TOILET 030U-TOILET 030
N
2 2
SCALE: 1" = 10'
1 (E) / DEMO GROUND LEVEL PLAN
REVISION - 11/17/2023 SR

Page 143 of 1236 ends

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED
SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXISTING / DEMO
MEZZ. LEVEL PLAN
A1.2

ELECTRIC SERVICE CENTER
1350 HASTINGS ROAD
UKIAH CA 95482 USA

SYMBOLS GENERAL DEMOLITION NOTES
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_231117_UkiahElectric_BuildingPermit_R2.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

1. ALL DEMOLITION WORK TO BE CONDUCTED IN SUCH A MANNER AS TO PROTECT ADJACENT PROPERTY AND LANDSCAPE PLANTING TO REMAIN.

2. ASBESTOS CONTAINING MATERIALS IN EXISTING BUILDINGS TO BE IDENTIFIED AND REMOVED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

3. LEAD PAINTED MATERIALS IN EXISTING BUILDINGS TO BE IDENTIFIED AND REMOVED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

4. DEMOLISH ALL REDUNDANT HVAC EQUIPMENT, INCLUDING PIPING, DUCTWORK, RADIANT PANELS, AND BASEBOARD HEATERS. SAVE AND CATALOGUE DECORATIVE GRILLES FOR STORAGE AND RE-USE.

5. DEMOLISH REDUNDANT PLUMBING IN WALL OR FLOOR CAVITIES OPENED FOR CONSTRUCTION.

6. DEMOLISH ALL ABANDONED INTERIOR ELECTRICAL THROUGHOUT.

7. DEMOLISH ALL WINDOW COVERINGS AND RELATED HARDWARE,. REMOVE WINDOW HARDWARE, U.O.N.

8. AT DOORS TO BE DEMOLISHED OR REMOVED, REMOVE DOOR, HARDWARE, AND FRAME, U.O.N. AND SAVE FOR RE-USE.

9. DEMOLISH ALL FLOOR FINISHES, INCLUDING CARPET, VINYL, AND TILE. WOOD FLOORS TO REMAIN, U.O.N.

PROTECT DURING CONSTRUCTION.

10. DEMOLISH ALL ABANDONED GAS LINES TO MAIN POINT OF ENTRY, U.O.N.

11. CONTRACTOR TO VERIFY BEARING AND NON-BEARING STATUS OF EXISTING CONSTRUCTION TO BE DEMOLISHED BEFORE PROCEEDING WITH WORK.

12. PATCH AND REPAIR (E) DRYWALL WHERE FEASIBLE TO LEVEL-4 FINISH TO RECEIVE PAINT.

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
123456789
10 11
12 13
14 STAIR
16 1514
13 12
11 10
987654321
STAIR
1234567
89 10
11 12
13 14
STAIR
31 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 STAIR
UP
3 A3.1
1 A3.1
2 A3.1
4 A3.1
665 sq ft
311 sq ft
319 sq ft
567 sq ft

DEMO (E)

MEZZANINE

PLATFORM & STAIR

DE-CONSTRUCT (E)

MEZZANINE
PLATFORM. SALVAGE

MATERIALS & STORE
ON SITE.

DE-CONSTRUCT (E)

MEZZANINE
PLATFORM. SALVAGE

MATERIALS & STORE
ON SITE.

DE-CONSTRUCT (E)

MEZZANINE
PLATFORM. SALVAGE

MATERIALS & STORE
ON SITE.

DE-CONSTRUCT (E)

MEZZANINE
PLATFORM. SALVAGE

MATERIALS & STORE
ON SITE.

PATCH, REPAIR & REPLACE (E)
FINISHES WHERE POSSIBLE. REFRAME & REFINISH IF DEEMED

NOT SALVAGEABLE AT TIME OF

CONSTRUCTION

PATCH, REPAIR &

REPLACE (E) FIRE &

WATER-DAMAGED

FINISHES WHERE
POSSIBLE. RE-FRAME
& REFINISH IF

DEEMED NOT

SALVAGEABLE AT

TIME OF

CONSTRUCTION

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
(E) MEZZANINE 03
(E) MEZZANINE 01
(E) MEZZANINE 02
(E) MEZZANINE 04
(E) MEZZANINE 05
BCADE
123456
262 sq ft
(E) DOUBLE
HEIGHT

STRUCTURAL WALL

W/ (N) PUNCHED

OPENING AT

CORRIDOR
(E) DOUBLE
HEIGHT

STRUCTURAL WALL

W/ (N) PUNCHED

OPENING AT

CORRIDOR

REPLACE (E) DOOR
W/ (N); SEE SCHED.

MAINTAIN ACCESS

TO (N) STORAGE

PLATFORM
(E) STORAGE

PLATFORM TO
REMAIN; SEE (N)
PLANS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
16 17
DN
UP
(E) STRG. PLATFORM 06
N
2 2
SCALE: 1" = 10'
1 (E) / DEMO MEZZANINE LEVEL PLAN
REVISION - 11/17/2023 SR

Page 144 of 1236 ends

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED
SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXISTING / DEMO

SECOND FLOOR PLAN
A1.3

ELECTRIC SERVICE CENTER
1350 HASTINGS ROAD
UKIAH CA 95482 USA

SYMBOLS GENERAL DEMOLITION NOTES
/Users/stevenratley/Documents/Ren : Alexander Projects/2202_Ukiah Electric/06 - ArchiCAD/2202_231117_UkiahElectric_BuildingPermit_R2.pln JOB NO.:

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

1. ALL DEMOLITION WORK TO BE CONDUCTED IN SUCH A MANNER AS TO PROTECT ADJACENT PROPERTY AND LANDSCAPE PLANTING TO REMAIN.

2. ASBESTOS CONTAINING MATERIALS IN EXISTING BUILDINGS TO BE IDENTIFIED AND REMOVED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

3. LEAD PAINTED MATERIALS IN EXISTING BUILDINGS TO BE IDENTIFIED AND REMOVED IN COMPLIANCE WITH ALL APPLICABLE REGULATIONS.

4. DEMOLISH ALL REDUNDANT HVAC EQUIPMENT, INCLUDING PIPING, DUCTWORK, RADIANT PANELS, AND BASEBOARD HEATERS. SAVE AND CATALOGUE DECORATIVE GRILLES FOR STORAGE AND RE-USE.

5. DEMOLISH REDUNDANT PLUMBING IN WALL OR FLOOR CAVITIES OPENED FOR CONSTRUCTION.

6. DEMOLISH ALL ABANDONED INTERIOR ELECTRICAL THROUGHOUT.

7. DEMOLISH ALL WINDOW COVERINGS AND RELATED HARDWARE,. REMOVE WINDOW HARDWARE, U.O.N.

8. AT DOORS TO BE DEMOLISHED OR REMOVED, REMOVE DOOR, HARDWARE, AND FRAME, U.O.N. AND SAVE FOR RE-USE.

9. DEMOLISH ALL FLOOR FINISHES, INCLUDING CARPET, VINYL, AND TILE. WOOD FLOORS TO REMAIN, U.O.N.

PROTECT DURING CONSTRUCTION.

10. DEMOLISH ALL ABANDONED GAS LINES TO MAIN POINT OF ENTRY, U.O.N.

11. CONTRACTOR TO VERIFY BEARING AND NON-BEARING STATUS OF EXISTING CONSTRUCTION TO BE DEMOLISHED BEFORE PROCEEDING WITH WORK.

12. PATCH AND REPAIR (E) DRYWALL WHERE FEASIBLE TO LEVEL-4 FINISH TO RECEIVE PAINT.

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
DN
19 20
21 22
23 24
25 26
27 28
29 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
1 A3.2
2 A3.2
3 A3.2
4 A3.2
4 A7.1
2 3
4 1 A5.8

DEMO & REPLACE IN

KIND ALL SECOND

LEVEL WINDOWS
(E) STRG 202
(E) STRG 201
(E) STRG 203
(E) STRG. 204
STAIR
038

SLOPE SLOPE
B
C
A
D
E
1 2 3 4 5 6
2 A3.3
2 A3.3
1 A3.3
1 A3.3
± 833 sq ft
(E) MTL. STANDING

SEAM ROOF TO
REMAIN; TYP.
(E) MTL. STANDING

SEAM ROOF TO
REMAIN; TYP.
(E) GUTTER &

DOWNSPOUTS TO
REMAIN; TYP.

PATCH, REPAIR &

REPLACE (E) FINISHES

WHERE POSSIBLE AT

SECOND LEVEL WALLS

WHERE WATER & FIRE

DAMAGE IS EVIDENT,
TYP. RE-FRAME & REFINISH IF DEEMED NOT

SALVAGEABLE AT TIME

OF CONSTRUCTION

DEMO DAMAGED
FLOOR FINISH; SEE

FLOOR FINISHES PLAN
& MATERIAL SCHEDULE.

REMOVE FIRE / WATER DAMAGED

AREA OF ROOF TRUSSES,
INSULATION & METAL. PATCH &
REPAIR AS REQ'D. S.S.D. FOR STRUCT.

DETAILS. SEE ROOF DETAIL.

DEMO & REPLACE (E)
WINDOW IN KIND; SEE
WINDOW SCHED.
(N) INTERIOR WALLS &
DOORS; (REPLACE IN
KIND)

AREA OF PRIMARY

FIRE & WATER
DAMAGE 3/8/2023

PATCH & REPAIR
EXT. SIDING THIS
AREA. MATCH (E);
TYP.

SLOPE SLOPE

SLOPE SLOPESLOPE SLOPE
N
2 2
SCALE: 1" = 10'
1 (E) / DEMO SECOND LEVEL PLAN
REVISION - 11/17/2023 SR

Page 145 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXISTING / DEMO

ROOF PLAN
A1.4

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
1 A3.2
2 A3.2
3 A3.2
4 A3.2
4 A7.1

SLOPE SLOPE

SLOPE SLOPESLOPE SLOPESLOPE SLOPE
BCADE
123456
2 A3.3
2 A3.3
1 A3.31
A3.3

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED

AREA OF ROOF TRUSSES,
INSULATION & METAL. PATCH &
REPAIR AS REQ'D. S.S.D. FOR STRUCT.

DETAILS. SEE ROOF DETAIL.

SLOPE SLOPE

SLOPE SLOPE
N
2 2
SCALE: 1" = 10'
1 (E) ROOF LEVEL PLAN
REVISION - 11/17/2023 SR

Page 146 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED GROUND

FLOOR PLAN
A2.1

EXISTING WALL TO REMAIN

NEW WALL

WALL TO BE DEMOLISHED

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

SYMBOLS
PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
ICE
EYEWS.

UP
01 02 03 04 05 06 07 08 09 10 11 12
N01
31 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 STAIR
UP
104
103
102
101
105
E04
108
110 109
111
114
113
112
E03
E02
E01
N03
N02
N13
N15
107
106
F04
F06
F03
F08
F07
F05
F09
N14
N12
R08
N10
N11
N11.1
F10
N07 N08 N09
123456789
10 11
12 13
14 15
16 UPSTAIR
5 A7.1
4 A0.7 5
A4.1
4 A4.1
11 A7.2
N04
15'-0"
17'-3"
10'-0"
20'-0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
0"
1 A3.2
2 A3.2
3 A3.2
4 A3.2
1 A3.5
1 A3.4
2 A3.4
2 3
4 1 A5.2
24 1 A5.4
2 3
4 1 A5.5
N
E
S
W A5.1
2 3
4 1 A5.6
2 3
4 1 A5.2
2 3
4 1 A5.3
2 3
4 1 A5.7
4 A7.1
F01
F02

SHIPS LADDER

ACCESS TO

STORAGE

PLATFORM ABOVE

LINE OF STORAGE

PLATFORM ABOVE

SHOWN DASHED

LINE OF (N) SOFFIT

ABOVE SHOWN
DASHED
(E) ROLL-UP

DOOR TO
REMAIN
(E) ROLL-UP

DOOR TO
REMAIN
(E) DOOR TO
REMAIN
(E) DOOR TO
REMAIN
(E) WINDOW TO
REMAIN
(N) STRUCTURAL BEAM
& COLUMNS FOR
STRG. PLATFORM
ABOVE
(E) ROLL-UP

DOOR TO
REMAIN
(E) ROLL-UP

DOOR & SWING

DOOR TO
REMAIN
A
A
A
AA
A
D
A A A
A
A
A
D

D D D C
CCDDD
A A
A
A
AA
D D
A
A
A1
A
B
B
D
A
A
A A
D
A
5X LOCKERS (E) ROLL UP DOOR TO
REMAIN

PROVIDE RECESSED

KNOX-BOX KEY

PROVIDE RECESSED
KNOX-BOX KEY; SEE
A8.2 FOR LOCATION

RELOCATE (E) ALARM

BOX TO (N) WALL
(N) ALARM KEYPAD

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
A
(E) HOSE BIB
W.P. DISC.

W.P. DISC.
(E) HOSE BIB
(E) 6.0 GAL. ELEC. WATER

HEATER ON SHELF ABOVE
ELEC.

PNLS.

TLCM
FAC
ALRM
(E) ELEC. PNL.
(E) HOSE BIB
ELEC.

PNL. ELEC.

PNL.

MAIN SWITCH BOARD
120/240V, 3∅, 4W,
1000A
(E) METERS
(N) SWITCH

GEAR AREA
(E) OUTDOOR

PATIO TO REMAIN

PROPERTY LINE

PROPERTY LINE PROPERTY LINE PROPERTY LINE

PROPERTY LINE PROPERTY LINE
(E) ELEC. PNL.

F11
BCADE
123456
180'-0"
40'-0" 45'-0" 45'-0" 45'-0"40'-0"
135'-0"
40'-0"
175'-0"
89'-8" 23'-0" 46'-4" 61'-0"
220'-0"
11'-3"
34'-2 1/4"
16'-1" 16'-1"
10'-9" 10'-9" 10'-9" 10'-9"
6'-0"
8'-8 1/2"
10'-9"
20'-10 1/2"
2 A3.3
2 A3.3
1 A3.31
A3.3
10 A7.2
4 A7.2
N06A
A
A A
A
A
B
A
A
BBB
BBB
B
A
COAT
CLOSET

OPEN TO
ABOVE
SHOWROOM 001
CONFERENCE 003
SUPPLY 002
HALL
004
PRINT
005
(E) TOILET 006
LACTATION 007
FOYER
008
OFFICE 010
OFFICE 011
SHARED OFFICE 012
OFFICE 013
SHARED OFFICE 014
SHARED OFFICE 015
PLOT
016
VESTIBULE 021
HALL
009
STORAGE 017
BREAK ROOM 018
HALL
019
METER TESTING 020
U-TOILET 022
M-TOILET 023
W-TOILET 024
WAREHOUSE 025
OFFICE
026
CUSTODIAN 028
U-TOILET 029
READY ROOM 027
MECH
031
BULL ROOM 032
SHARED OFFICE 026
(E) WAREHOUSE 033
(E) WAREHOUSE 034
(E) OFFICE 035(E) TOILET 036
STAIR
038
STAIR
037
U-TOILET 030
N
2 21
SCALE: 1" = 10'
1 PROPOSED GROUND FLOOR PLAN
REVISION - 11/17/2023 SR
REVISION - 2/17/2023 SR

Page 147 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED MEZZ. LEVEL
& SECOND LEVEL PLAN
A2.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
UP
123456789
10 11
12 13
14 15
16 UPSTAIR
#DrgID
#LayID
1 A3.2
2 A3.2
3 A3.2
4 A3.2
4 A7.1
10'-0"
10'-0"

MATCH (E) PALLET

STORAGE RACK

SHIPS LADDER

ACCESS TO STORAGE

PLATFORM ABOVE

EXTEND (E)

STORAGE

PLATFORM

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
MEZZANINE 101
10'-0"
BCADE
123456
2 A3.3
2 A3.3
1 A3.31
A3.3
33'-2 1/4" 8'-8 1/2"
8'-8 1/2"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0" 9'-0"
10'-0"
10'-0"

ACCESS VIA
DOOR @ STAIR

LANDING

BLACK CHAINLINK
GUARDRAIL @
PLATFORM EDGE;
TYP.

BLACK CHAINLINK
GUARDS @
PLATFORM EDGE;
TYP.
(E) DOUBLE
HEIGHT

STRUCTURAL WALL

W/ (N) PUNCHED

OPENING AT

CORRIDOR
(E) DOUBLE
HEIGHT

STRUCTURAL WALL

W/ (N) PUNCHED

OPENING AT

CORRIDOR
(E) STORAGE

PLATFORM TO
REMAIN; SEE (N)
PLANS

SOFFIT ABOVE

BREAK ROOM
BELOW

CONFERENCE

ROOM SOFFIT

OPEN TO ABOVE
& BELOW

OPEN TO

ABOVE &
BELOW

OPEN TO ABOVE
& BELOW

OPEN TO

ABOVE &
BELOW

OPEN TO

ABOVE &
BELOW

OPEN TO ABOVE
& BELOW

OPEN TO

ABOVE &
BELOW

OPEN TO ABOVE
& BELOW

OPEN TO

ABOVE &
BELOW

SOFFIT ABOVE

METERING

TECH OFFICE
OFFICE
SOFFIT
STAIR

LANDING
STRG.

PLATFORM
(E) EXT.

STAIR

SOFFIT ABOVE

RESTROOM

OPEN TO

ABOVE &
BELOW
STRG.

PLATFORM
STRG.

PLATFORM

LACTATION
007
SOFFIT

SOFFIT ABOVE

BULL ROOM
OFFICE
SOFFIT
OFFICE
SOFFIT
OFFICE
SOFFIT
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
16 17
DN
UP
MEZZANINE 102
DN
19 20
21 22
23 24
25 26
27 28
29 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 206 207 208 209 STAIR
N22
N21
N23
N24
3 A3.2
2 3
4 1 A5.8

DEMO & REPLACE IN

KIND ALL SECOND

LEVEL WINDOWS
(E) STRG 202
(E) STRG 201
(E) STRG 203
(E) STRG. 204
STAIR
038

SLOPE SLOPE
DE
1 A3.3
202
203
204
205
201
± 371 sq ft
± 461 sq ft
(E) MTL. STANDING

SEAM ROOF TO
REMAIN; TYP.
(E) GUTTER &

DOWNSPOUTS TO
REMAIN; TYP.

PATCH, REPAIR &

REPLACE (E) FINISHES

WHERE POSSIBLE AT

SECOND LEVEL WALLS

WHERE WATER & FIRE

DAMAGE IS EVIDENT,
TYP. RE-FRAME & REFINISH IF DEEMED NOT

SALVAGEABLE AT TIME

OF CONSTRUCTION

DEMO DAMAGED
FLOOR FINISH; SEE

FLOOR FINISHES PLAN
& MATERIAL SCHEDULE.

REMOVE FIRE / WATER DAMAGED

AREA OF ROOF TRUSSES,
INSULATION & METAL. PATCH &
REPAIR AS REQ'D. S.S.D. FOR STRUCT.

DETAILS. SEE ROOF DETAIL.
(N) WINDOW
(N) INTERIOR WALLS &
DOORS; (REPLACE IN
KIND)
A
A
A
A
D
A
A

AREA OF PRIMARY

FIRE & WATER
DAMAGE 3/8/2023

PATCH & REPAIR
EXT. SIDING THIS
AREA. MATCH (E);
TYP.

SLOPE SLOPE
N
2 2
SCALE: 1" = 10'
1 PROPOSED MEZZANINE LEVEL PLAN
SCALE: 1" = 10'
2 PROPOSED SECOND LEVEL PLAN

Page 148 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

DOOR SCHEDULES
A2.3

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT

DOOR SCHEDULE
MARK
E01
E02
E03
E04
F01
F02
F03
F04
F05
F06
F07
F08
F09
F10
F11
N01
N02
N03
N04
N05
N06
N07
N08
N09
N10
N11
N11.1
N12
N13
N14
N15
N21
N22
N23
N24
R08
TYPE
A
A
A
B
H
J
J
J
J
J
J
J
J
J
J
C
C
C
C
-
D
C
C
C
C
C
C
C
C
C
C
C
C
C
D
K

POSITION
Exterior
Exterior
Exterior
Exterior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior
Interior

MANUFACTURER / PRODUCT
LINE
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT
CRLAURENCE. ARCADIA, OR

APPROVED EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT
---

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

TRUDOOR OR APPROVED

EQUIVALENT

EXISTING - MOVED TO (N)
LOCATION. SEE PLANS
UNIT

DIMENSIONS
9'-0"×10'-0"
9'-0"×10'-0"
9'-0"×10'-0"
9'-4 3/4"×10'-0"
21'-0"×10'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
6'-9 3/4"×8'-0"
6'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
8'-9 3/4"×8'-0"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
6'-0"×10'-0"
6'-1"×6'-8 1/2"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
3'-1 1/2"×6'-8
3/4"
6'-1"×6'-8 1/2"
3'-1 1/2"×6'-8
3/4"
11'-0"×16'-0 5/8"
LEAF

DIMENSIONS
6'-0"×8'-0"
6'-0"×8'-0"
6'-0"×8'-0"
3'-0"×8'-0"
6'-9"×8'-0"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
---
6'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
3'-0"×6'-8"
6'-0"×6'-8"
3'-0"×6'-8"
10'-6"×15'-0"
THK.
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 5/8"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
1 3/4"
2"

MATERIAL

ALUMINUM

SOLID CORE
WOOD

SOLID CORE
WOOD
METAL

FINISH /
COLOR

ANODIZED /
BLACK

PAINTED /
F-1

NATURAL

PAINTED /
F-1

PAINTED /
F-1
(E) TO
REMAIN

GLAZING
Y
Y
Y
Y
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

U-VALUE
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

MINIMUM

STC RATING
-
-
-
-
40 40
40 40
40 40
40 40
40 40
40 -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
SHGC
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
FRAME

MATERIAL

ALUMINUM

ALUMINUM
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
METAL
(E) TO
REMAIN

FINISH / COLOR

ANODIZED /
BLACK

ANODIZED /
BLACK
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
PAINTED / F-1
FIRE
RATING
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
---
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

HARDWARE SET

KEYED ENTRY /
PANIC BAR INT.

PRIVACY

SECURITY

PASSAGE

PRIVACY

PRIVACY
---

SECURITY

PRIVACY

SECURITY

PRIVACY

SECURITY

PASSAGE

PRIVACY

PASSAGE

PRIVACY

PRIVACY
DUMMY

ROLL-UP

REMARKS

NEW BURGLAR ALRM TO TIE INTO

EXISTING ALARM SYSTEM

NEW BURGLAR ALRM TO TIE INTO

EXISTING ALARM SYSTEM

NEW BURGLAR ALRM TO TIE INTO

EXISTING ALARM SYSTEM

NEW BURGLAR ALRM TO TIE INTO

EXISTING ALARM SYSTEM

SEE FINISHES SCHEDULE FOR

PAINT COLOR SPEC
---

SEE FINISHES SCHEDULE FOR

PAINT COLOR SPEC

SEE FINISHES SCHEDULE FOR

PAINT COLOR SPEC

SEE FINISHES SCHEDULE FOR

PAINT COLOR SPEC

SEE FINISHES SCHEDULE FOR

PAINT COLOR SPEC
1'-6" 6'-0" 1'-6"
LEAF HEIGHT 2'-0"

UNIT WIDTH

UNIT HEIGHT
LEAF HEIGHT 2'-0"

UNIT WIDTH
3'-0"

UNIT HEIGHT

1. VERTICAL PULL BARS AT EXTERIOR

2. PANIC PUSH HARDWARE AT INTERIOR

1. VERTICAL PULL BARS AT EXTERIOR

2. PANIC PUSH HARDWARE AT INTERIOR

EXTERIOR
VIEW

EXTERIOR
VIEW
TYPE A TYPE B 6'-8" TYP.
3'-0" MIN.

SEE SCHED.

UNIT WIDTH
3'-0" 5'-0" 2'-0"

LEAF HEIGHT

UNIT HEIGHT

LEAF WIDTH
1/6X EQ. 1/6X EQ. 1/6X EQ. 1/6X EQ. 1/6X EQ. 1/6X EQ.

UNIT WIDTH

UNIT HEIGHT
3'-0" LEAF

LEAF HEIGHT
2'-6"
VARIES
SEE SCHED.

SEE SCHED.

PTD. KNOCKDOWN METAL
FRAME
PTD. KNOCKDOWN METAL
FRAME
PTD. WD. LEAF PTD. WD. LEAF

VENTING PANEL

ABOVE TRANSOM AT
PARTITIONS; TYP.

VENTING PANEL

ABOVE TRANSOM AT
PARTITIONS; TYP.

FROSTED WINDOW
FILM TO 25%
OPACITY; 3M OR
APPROVED EQUIV.

EXTERIOR
VIEW

TYPE C TYPE D
TYPE H

EXTERIOR
VIEW
TYPE J

EXTERIOR
VIEW
TYPE K

EXTERIOR
VIEW
2 2
SCALE: 3/8" = 1'-0" 4 EXTERIOR DOOR ELEVATIONS
SCALE: 3/8" = 1'-0" 5 INTERIOR DOOR ELEVATIONS
NOTE: SEE TECHNICAL SPECIFICATIONS FOR DOOR HARDWARE

NOT USED
REVISION - 11/17/2023 SR

Page 149 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

WINDOW SCHEDULES
A2.4

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT

WINDOW SCHEDULE
MARK
101
102
103
104
105
106
107
108
109
110
111
112
113
114
201
202
203
204
205
206
207
208
209

TYPE AAAAAAAAAACAAABBBBBBBBBWIDTH
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
12'-4
1/2"
4'-0"
4'-0"
4'-0"
3'-2
3/8"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
HEIGHT
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
15'-0"
4'-0"
4'-0"
4'-0"
2'-1
3/4"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"
4'-0"

MANUFACTURER / PRODUCT LINE

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

CRLAURENCE, ARCADIA, WESTERN OR

APPROVED EQUIVALENT

OPERATION

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM
FIXED

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM

SLIDER W/ FIXED

TRANSOM
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER
SLIDER

GLAZING -----------------------U-VALUE -----------------------SHGC -----------------------MATERIAL

ALUMINUM

FINISH /
COLOR

ANODIZED /
BLACK

ANODIZED /
BLACK
FIRE

RATING -----------------------

HARDWARE

STANDARD

STANDARD
NONE

STANDARD

REMARKS

CORDED ROLLER SHADE MOUNTED
ABOVE

MOTORIZED ROLLER SHADE MOUNTED
ABOVE

CORDED ROLLER SHADE MOUNTED
ABOVE

CORDED ROLLER SHADE MOUNTED
ABOVE
SEE SCHED.

SEE SCHED.
1/3X EQ. 1/3X EQ. 1/3X EQ.
1/4X EQ. 1/4X EQ. 1/4X EQ. 1/4X EQ.
1'-6"
SEE SCHED.
3'-8" SEE SCHED.

MATCH (E) SEE SCHED.

SEE SCHED.

FIXED PANEL

STOREFRONT /

CURTAIN WALL

EXTERIOR
VIEW
WINDOW
111

INTERIOR
VIEW

SLIDING WINDOW

W/ FIXED TRANSOM

INTERIOR
VIEW

SLIDING WINDOW

TYPE - C

TYPE - A TYPE - B
2 2
2 SCALE: 3/8" = 1'-0"
3 WINDOW ELEVATIONS
REVISION - 11/17/2023 SR

Page 150 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED FLOOR

FINISHES PLANS
A2.5

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
ICE
EYEWS.

UP
01 02 03 04 05 06 07 08 09 10 11 12 3130292827262524232221 20 19
18 17
16 1514
13 12
11 10
987654321
32 STAIR
UP
123456789
10 11
12 13
14 15
16 UPSTAIR
15'-0"
17'-3"
10'-0"
20'-0"
509 sq ft
173 sq ft
173 sq ft
173 sq ft
173 sq ft 173 sq ft
140 sq ft 140 sq ft
229 sq ft
215 sq ft
M02
M02 M02
M02 M02
M02
M02
M02
M02
M02
M01
M01
M01 M01 M01
M01
M01
M01 M01 M01 M01
M01
M01
M01
M01
M01
M01
M01
M01
M01
M01
M01
M01
M04
M01
M09
M07
M07
M04

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
(N) SWITCH

GEAR AREA
BCADE
180'-0"
40'-0" 45'-0" 45'-0" 45'-0"40'-0"
135'-0"
40'-0"
175'-0"
11'-3"
34'-2 1/4"
16'-1" 16'-1"
10'-9" 10'-9" 10'-9" 10'-9"
6'-0"
8'-8 1/2"
10'-9"
20'-10 1/2"
M01
M01
M04
M09
SHOWROOM 001
CONFERENCE 003
SUPPLY 002
HALL
004
PRINT
005
(E) TOILET 006
LACTATION 007
FOYER
008
OFFICE 010
OFFICE 011
SHARED OFFICE 012
OFFICE 013
SHARED OFFICE 014
SHARED OFFICE 015
PLOT
016
VESTIBULE 021
HALL
009
STORAGE 017
BREAK ROOM 018
HALL
019
METER TESTING 020
U-TOILET 022
M-TOILET 023
W-TOILET 024
WAREHOUSE 025
OFFICE
026
CUSTODIAN 028
U-TOILET 029
READY ROOM 027
MECH
031
BULL ROOM 032
SHARED OFFICE 026
(E) WAREHOUSE 033
(E) WAREHOUSE 034
(E) OFFICE 035(E) TOILET 036
STAIR
038
STAIR
037
U-TOILET 030

MATERIALS & FINISHES LEGEND
M01
M02
M03
M04
M06
M07
M08
M09
M10
M11
M12
M13
M14
M15
M16
M17
M18
M19

EXPOSED CONCRETE

CARPET TILE

PAINTED GYP BOARD

PLYWOOD

STANDING SEAM METAL ROOF TO MATCH (E)
CORIAN

CORRUGATED METAL SIDING

RESILIENT FLOORING

ODOR SEALING PRIMER

WOOD SLAT & FELT

ACOUSTIC WALL PANELING

NOT USED / RESERVED

GENERAL MATERIAL NOTES
8'-8 1/2"8'-8 1/2"
717 sq ft
M09
M09
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
16 DN
UP
MEZZANINE 102
123456789
10 11
12 13
14 15
16 UPSTAIR
212 sq ft
MEZZANINE 101
M09
DN
19 20
21 22
23 24
25 26
27 28
29 30
31 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 STAIR
59 sq ft
1,468 sq ft
(E) STRG 202
(E) STRG 201
(E) STRG 203
(E) STRG. 204
STAIR
038
± 371 sq ft
± 458 sq ft
M09
M09
M09
M09
M09

AREA OF ROOF
REPAIR; SEE DEMO
PLANS
M06
M06

AREA OF PRIMARY

FIRE & WATER
DAMAGE 3/8/2023
2 2
2 22
SCALE: 1" = 10'
1 PROPOSED GROUND FLOOR FINISHES PLAN
SCALE: 1" = 10'
3 MEZZANINE 102 FLOOR FINISH PLAN
SCALE: 1" = 10'
4 MEZZANINE 101 FLOOR FINISH PLAN
SCALE: 1" = 10'
5 PROPOSED SECOND LEVEL FLOOR FINISHES PLAN

2. SEE ENLARGED PLANS FOR VERTICAL SURFACE FINISH INFORMATION & DATA.

3. SEE RCP PLAN FOR CEILING FINISH INFORMATION.

4. ADHESIVES, SEALANTS, & CAULKS:

Comply with VOC limits in SCAQMD Rule 1168 VOC limits and California Code of Regulations Title 17 for aerosol adhesives. (CalGreen 5.504.4.1)

5. PAINTS & COATINGS:

Comply with VOC limits in the Air Resources Board Architectural Coatings Suggested Control Measure and California Code of Regulations Title 17 for aerosol paints. (CalGreen

5.504.4.3.1)

6. CARPET: All carpet must meet one of the following:

1. Carpet and Rug Institute Green Label Plus Program,

2. California Department of Public Health Standard Practice for the testing of VOCs (Specification 01350), 3. NSF/ANSI 140 at the Gold level,

4. Scientific Certifications Systems Sustainable Choice, OR

5. California Collaborative for High Performance Schools EQ 2.2 and listed in the CHPS High Performance Product Database
AND carpet cushion must meet Carpet and Rug Institute Green Label, AND indoor carpet adhesive & carpet pad adhesive must not exceed 50 g/L VOC content.

REVISION - 11/17/2023 SR

Page 151 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

SCHEDULES
A2.6

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT

FINISHES SCHEDULE
Room No. Room
Flooring Walls / Base Ceiling Millwork
Material Tag Mfr. Finish Color Area / SQ FT NOTES Material Mfr. Finish Color Area / SQ FT NOTES Material Mfr. Finish Color Area / SQ FT NOTES ITEM MATERIAL COLOR REF NOTES 001 SHOWROOM M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE

TP) -COLOR (TBD) TO MATCH (E) FLOOR - - - EXISTING EXPOSED 002 SUPPLY M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 003 CONFERENCE M02 FLOR CARPET TILE SEE A2.5
M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 / FEATURE WALL: INTRIGUE -1580 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE

TP) -COLOR (TBD) TO MATCH (E) FLOOR
M03 BENJAMIN
MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
M11 AKUPANEL WALNUT WALNUT SEE INT. ELEVATIONS BLACK FELT-BACKED ACOUSTIC PANELING W/ WALNUT VENEER MDF SLATS; AKUPANEL OR APPROVED EQUIVALENT
004 HALL M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE

TP) -COLOR (TBD) TO MATCH (E) FLOOR - - - EXISTING EXPOSED 005 PRINT M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 006 TOILET M01 - EXISTING - SEE A2.5 M03.1/M07.1 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 007 LACTATION M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 008 FOYER M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 / FEATURE WALL: INTRIGUE - 1580 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR - - - EXISTING EXPOSED COAT CLOSET M04/M07 CLEAR FIN ON PLYWOOD - CORIAN -DEEP ANTHRACITE- BACK SPLASH A5.3 CORIAN BEHIND WATER FOUNTAIN 009 HALL M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M10 ZINSSER CLEAR SEE A6.2

EXISTING EXPOSED /END OF HALL WITHIN THE

BREAK RM BAY PAINTED WITH ODOR SEALING
PRIMER
010 OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 011 OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 012 SHARED OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 013 OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 014 SHARED OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 015 SHARED OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 016 PLOT M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 017 STORAGE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 018 BREAK RM M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 / FEATURE WALL: INTRIGUE - 1580 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M10 ZINSSER CLEAR SEE A6.2 EXISTING EXPOSED PAINTED WITH ODOR SEALING PRIMER ISLAND /KITCHENETTE M04/M07 CLEAR FIN ON PLYWOOD - CORIAN -DEEP ANTHRACITE- COUNTERTOP + BACK SPLASH A.3.5 / A4.1/
A5.4
019 HALL M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR - - - SEE A6.1 EXPOSED JOISTS/TJI’S 020 METER TESTING M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 021 VESTIBULE M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 022 U-TOILET M01 - EXISTING - SEE A2.5 M03/M07 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
023 M-TOILET M01 - EXISTING - SEE A2.5 M03/M07 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
024 W-TOILET M01 - EXISTING - SEE A2.5 M03/M07 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
025 WAREHOUSE M01 - EXISTING - SEE A2.5 M04 - - - SEE INT. ELEVATIONS EXISTING WALL PANELING TO REMAIN M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.2 DEMO AND REPLACE (E) WATER /SMOKE DAMAGE GYP WITH NEW

PALLET STORAGE

PLATFORMS / WOOD

SHELVING
M04 CLEAR FIN ON PLYWOOD A5.5
026 SHARED OFFICE M02 FLOR CARPET TILE SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR: 197 SHADED WB TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 027 READY ROOM M01 - EXISTING - SEE A2.5 M04 - - - SEE INT. ELEVATIONS EXISTING WALL PANELING TO REMAIN M10 ZINSSER CLEAR SEE A6.2 EXISTING EXPOSED PAINTED WITH ODOR SEALING PRIMER

WORKTOP AND
STORAGE CUBBIES M04 CLEAR FIN ON PLYWOOD A5.6
028 CUSTODIAN M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 029 U-TOILET M01 - EXISTING - SEE A2.5 M03.1/M07.1 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
030 (E) TOILET M01 - EXISTING - SEE A2.5 M03.1/M07.1 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
031 MECH M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M10 ZINSSER CLEAR SEE A6.2 EXISTING EXPOSED PAINTED WITH ODOR SEALING PRIMER 032 BULL ROOM M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE WALL BASE DURACOVE 1/8” (TYPE TP) -COLOR (TBD) TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1 KITCHENETTE M04/M07 CLEAR FIN ON PLYWOOD - CORIAN -DEEP ANTHRACITE- COUNTERTOP + BACK SPLASH A4.1/A5.7 033 (E) WAREHOUSE M01 - EXISTING - SEE A2.5 - - - - - - - - - - - 034 (E) WAREHOUSE M01 - EXISTING - SEE A2.5 - - - - - - - - - - - 035 (E) OFFICE M01 - EXISTING - SEE A2.5 M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE -COLOR TO MATCH (E) FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
036 (E) TOILET M01 - EXISTING - SEE A2.5 M03.1/M07.1 BENJAMIN MOORE / CORIAN LEVEL 4 TOP OF WALL: INTRIGUE-1580 BASE : CORIAN -GLACIER WHITE SEE A0.6 TYP - M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.1
037 STAIR M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5

STAIR TREADS, NOSING

AND COMPONENTS TO BE

COLOR SPLASH SPECKLED

TILE AND TREAD
M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER WALL BASE DURACOVE 1/8” (TYPE TP) COLOR: VM4 GREEN SMOKE - - - - SEE A6.2 EXISTING EXPOSED 038 STAIR M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5

STAIR TREADS, NOSING

AND COMPONENTS TO BE

COLOR SPLASH SPECKLED

TILE AND TREAD
M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE -COLOR TO MATCH (E) FLOOR ON FLOOR UNDER STAIR - NO BASE ON STAIR TREADS M03 - - - SEE A6.2 101 MEZZANINE M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5 4" BASE TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER BASE -COLOR TO MATCH (E) FLOOR ON FLOOR UNDER STAIR - NO BASE ON STAIR TREADS - - - - SEE A6.2 EXISTING EXPOSED 102 MEZZANINE M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5 4" BASE TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS 4” JOHNSONITE RUBBER WALL BASE DURACOVE 1/8” (TYPE TP) COLOR: VM4 GREEN SMOKE M10 ZINSSER CLEAR SEE A6.2 EXISTING EXPOSED PAINTED WITH ODOR SEALING PRIMER 201 (E) STORAGE M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

DOUGLAS
FIR VJ6 SEE A2.5 4" BASE TO MATCH FLOOR M03 BENJAMIN MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE INT. ELEVATIONS NEW GYP WHERE REQ’D, PATCH AND REPAIR EXISTING TO
MATCH -4” JOHNSONITE RUBBER WALL BASE DURACOVE 1/8”
(TYPE TP) COLOR: VM4 GREEN SMOKE
M03 BENJAMIN
MOORE LEVEL 4 CHANTILLY LACE - 0C65 SEE A6.2
202 (E) STORAGE M09 JOHNSONITE

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

RUBBER COLOR

SPLASH SPECKLED

TILE AND TREAD

Page 152 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

SCHEDULES
A2.7

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT

PLUMBING FIXTURES, FITTINGS & ACCESSORIES SCHEDULE
Room ID Item / Type Mfr. Model / Line Model Number Description Finish / Color Qty. Notes

TOILET RM
004,022,023,0
24,029,030
1 Toilet American Standard Madera FloWise 2234.001 15” Height Elongated Flushometer Toilet White6 With slow close, compatible seat, sold separate
2 Sink Kohler Decorum 20”x
18-1/4” Wall Hung Lavatory with EverClean White
6 3 Faucet American Standard Monterrey .35gpm 6540.174 Two handle 8” widespread lav faucet Brass6 4 Soap Dispenser Bobrick B-306 Stainless Steel6
5 Paper Towel Dispenser and Trash Can Bobrick B-38034 Stainless Steel6 6 Toilet Paper Holder /Sanitary Napkin Dispenser Bobrick B-3094 Stainless Steel5 004,022,024,029,030 7 Toilet Paper Holder Bobrick B-35883 Stainless Steel1 Men’s 023 ONLY 8 Grab Bars U-line H-6484/5 42” and 36” straight grab bars Stainless Steel 12 9 Mirror Bobrick B-165 Stainless Steel 6 BREAK RM 018
10 Sink Blanco Quatrus RO Super
SIngle
518172 Kitchen Sink 32” x 18” Undermount Single Basin Stainless Steel 1 11 Faucet Kohler Crue K-22972 Pull Down kitchen sink faucet with 3 fun. Spray Black1 BULL RM 032
12 Sink Blanco Quatrus RO Super
SIngle
518172 Kitchen Sink 32” x 18” Undermount Single Basin Stainless Steel1 13 Faucet Kohler Crue K-22972 Pull Down kitchen sink faucet with 3 fun. Spray Black

CUSTODIAN
RM 028 14 Mop sink Regency Corner Mop sink 16 gauge one compartment corner mop with notched from 28”x 20” x 12” Stainless Steel 1 READY RM 027
15 Sink Blanco Quatrus RO Super
SIngle
518172 Kitchen Sink 32” x 18” Undermount Single Basin 1 16 Faucet Kohler Crue K-22972 Pull Down kitchen sink faucet with 3 fun. Spray 17 Eye wash Station Line Pure Flow 1000 H-1297 Constant 15-minute flow at 0.4 GPM1 Self-contained / not plumbed 18 Ice Maker By Owner / plumbed 1
1 PLUMBING FIXTURES, FITTINGS & ACCESSORIES SCHEDULE

Page 153 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:
(E) / DEMO EXTERIOR

ELEVATIONS
A3.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) EXT. MTL. EGRESS

STAIR TO REMAIN
REPLACE (E) EXT.

LIGHTING; SEE SCHED.
(E) RAIN

LEADERS TO
REMAIN; TYP.

LINE OF (N)

RIBBON WINDOW

SHOWN DASHED (E) CORRUGATED
MTL. SIDING TO
DEMO FOR (N) REMAIN; TYP.

WDW.

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.

REPLACE 4X WINDOWS (E) (D) (D) (D) (D)
1 2 3 4 5 6
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
6 5 4 3 2 1 10'-0 1/4"
9'-0 1/2"

DEMO FOR (N) GLAZED
STOREFRONT SYSTEM. SEE
(N) ELEVATIONS
INFILL (E) ROLL UP DOOR.

MATCH (E) MTL. SIDING. SEE
(N) ELEVATIONS
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.

REPLACE (E) EXT.

LIGHT FIXTURES, TYP.;
SEE SCHED.
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. SEE
ROOF & SIDING DETAILS.
(E) (E) (E)
(E) (E) (E) (D) (E)
(E)
(D)
(E) (E)
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.

INFILL (E) MTL. ROLL-UP DOOR.

MATCH (E) CORRUGATED MTL.

SIDING; TYP.

INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS
INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS

INFILL (E) SWING
DOOR; MATCH (E)
MTL. SIDING; TYP.

DEMO FOR (N)
OPERABLE WDW.

INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS
INFILL (E) MTL. ROLL-UP DOOR.

REPLACE W/ (N) GLAZED
STOREFRONT SYSTEM; SEE (N)

ELEVATIONS
REPLACE (E) EXT.

LIGHTING, TYP.; SEE
SCHED.

DEMO

FOR (N)
WDW.

REPLACE 4X WINDOWS
(E)
(D)
(D)
(D)
(D)
(E)
(D)
(D) (D) (D) (D)
B C E
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
E C B
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.
(E) STANDING SEAM
MTL. ROOF TO
REMAIN; TYP.
(E) GABLE VENT

TO REMAIN
(E) EGRESS STAIR TO
REMAIN

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

INFILL (E) ROLL-UP DOOR

W/ (N) GLAZED
STOREFRONT SYSTEM; SEE
(N) ELEVS.

REMOVE & INFILL (E)
DOOR; MATCH (E)
MTL. SIDING; TYP.

DEMO FOR
(N) WDW. SEE
SCHED.

REMOVE & INFILL (E)
WDW.; MATCH (E)
MTL. SIDING; TYP.

REPLACE (E) EXT.

LIGHTING; SEE
SCHED.

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.
(D)
(E)
(E)
(E) (E) (E) (D) (D) (D)
(D) (D)
(D) (E) (E)
2 2
2 2
2 SCALE: 1" = 10'
1 (E) / DEMO SOUTH ELEVATION
SCALE: 1" = 10'
2 (E) / DEMO NORTH ELEVATION
SCALE: 1" = 10'
3 (E) / DEMO WEST ELEVATION
SCALE: 1" = 10'
4 (E) / DEMO EAST ELEVATION

AREA OF
WORK

AREA OF
WORK
REVISION - 11/17/2023 SR

Page 154 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED EXTERIOR

ELEVATIONS
A3.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(N) MTL. AWNING
AT RETAIL ENTRY;
SEE DTL.

LINE OF INFILLED
ROLL-UP DOOR;

SIDING TO MATCH
(E)
(N) OPERABLE WINDOWS; SEE SCHED.

LINE OF INFILLED ROLL-UP
DOOR SHOWN DASHED;

MATCH (E) SIDING
(N) GLAZED STOREFRONT
SYSTEM; SEE DOOR SCHED.

LINE OF INFILLED DOOR SHOWN
DASHED; MATCH (E) SIDING; TYP.
(E) EXT. MTL.

EGRESS STAIR TO
REMAIN; TYP.
(E) GUTTERS & RAIN
LEADERS TO REMAIN;
TYP.
(N) WINDOWS AT
SECOND LEVEL;
REPLACE IN KIND;
SEE WDW. SCHED.
(N) (N) (N) (N) (N)
(N)
(N) (N)
(N) (N) (N) (N)
(E)
B C E
6 5 4 3 2 1
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(E) CORRUGATED
MTL. SIDING TO
REMAIN; TYP.
(N) MTL. AWNING;
AT RETAIL ENTRY;

SEE DETAIL
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(N) GLAZED

STOREFRONT
ENTRY; SEE SCHED.
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) ROLL-UP DOORS

TO REMAIN
(N) OPERABLE
WINDOW; SEE
SCHED.

LINE OF INFILLED ROLL-UP

DOOR SHOWN DASHED

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. SEE
ROOF & SIDING DETAILS.
(E) (E)
(E) (E) (E) (E)
(E) (E) (E) (N) (N) (E)
(N)
(N)
1 2 3 4 5 6
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2
(E) STANDING
SEAM MTL. ROOF
TO REMAIN; TYP.
(E) CORRUGATED

SIDING TO
REMAIN; TYP.
(E) MTL. EGRESS
STAIR TO REMAIN;
TYP.
(E) GUTTERS & RAIN
LEADERS TO REMAIN; TYP.
(E) CORRUGATED MTL.

SIDING TO REMAIN; TYP.

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.
(N) WINDOWS @
SECOND LEVEL;
REPLACE IN KIND.

SEE WDW. SCHED.
(N)
(N) (N) (N) (N) (E)
E C B
±0"

GROUND LEVEL
+8'-0"

MEZZANINE LEVEL
+17'-4"

SECOND LEVEL
+26'-0"
ROOF LEVEL 1
+33'-8"
ROOF LEVEL 2

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.
(E)
(E) (E) (E) (E)
(N)
(N) (N) (N) (E) (E)
(N)
(N)
(E) MTL. EGRESS STAIR

TO REMAIN
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) STANDING SEAM
MTL. ROOF TO REMAIN;
TYP.
(E) GABLE VENT

TO REMAIN
(N) STOREFRONT
GLAZING; SEE
WDW. SCHED.
(N) OPERABLE
WDW. SEE SCHED.

LINE OF INFILLED
WINDOW

SHOWN DASHED
(N) STOREFRONT
GLAZING ENTRY;
SEE DOOR SCHED.

LINE OF INFILLED

DOOR SHOWN
DASHED
(N) STOREFRONT
GLAZING ENTRY;
SEE DOOR SCHED.

LINE OF INFILLED ROLLUP DOOR SHOWN
DASHED
(N) ENTRY AWNING; SEE DTL.

REMOVE FIRE / WATER DAMAGED
AREA OF ROOFING & SIDING.

REPLACE & REPAIR AS REQ'D. MATCH
(E) FINISHES; TYP. SEE ROOF &
SIDING DETAILS.
2 2
2 2
2 1
SCALE: 1" = 10'
1 PROPOSED WEST ELEVATION
SCALE: 1" = 10'
2 PROPOSED NORTH ELEVATION
SCALE: 1" = 10'
3 PROPOSED SOUTH ELEVATION
SCALE: 1" = 10'
4 PROPOSED EAST ELEVATION

AREA OF
WORK

AREA OF
WORK
REVISION - 11/17/2023 SR
REVISION - 2/17/2023 SR

Page 155 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

PROPOSED SECTIONS
A3.3

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
1 A3.5
7'-0" 8'-0"
10'-0"
9'-0"

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

PATCH, REPAIR & REPLACE (E)
FINISHES WHERE POSSIBLE. REFRAME & REFINISH IF DEEMED

NOT SALVAGEABLE AT TIME OF

CONSTRUCTION

PATCH, REPAIR & REPLACE (E)

FINISHES WHERE POSSIBLE AT

SECOND LEVEL WALLS WHERE

WATER & FIRE DAMAGE IS EVIDENT,
TYP. RE-FRAME & RE-FINISH IF

DEEMED NOT SALVAGEABLE AT TIME

OF CONSTRUCTION

REMOVE & REPLACE (E)
(2) TRUSSES IN KIND.

S.S.D.

REPLACE STAIR
FINISHES; SEE
FINISHES SCHED.

MEZZANINE

KITCHENETTE

BREAK ROOM

OFFICE OFFICE OFFICE ADMIN ENTRY

FORYER METERING

TECH AREA
STAIR
TO
SECOND
LEVEL
(E) STORAGE (E) STORAGE

OPEN TO

READY ROOM

PALLET RACK

WORK BENCH
AREA
2X WD.

FRAMING
16 17
18 19
20 21
22 23
24 25
26 27
28 29
30 (E) STORAGE
2 A3.4
1 A3.4
16'-0"
9'-0" 1'-0" 6'-0"
(E) WD. 2X

STRUCTURAL TRUSS

W/ FOIL-FACED

INSULATION
GLAZED
PARTITIONS;
TYP.

OFFICE OFFICE

CORRIDOR
2 2
SCALE: 1/4" = 1'-0"
1 PROPOSED LONG SECTION
SCALE: 1/4" = 1'-0"
2 PROPOSED CROSS SECTION
REVISION - 11/17/2023 SR

Page 156 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

WALL SECTIONS
A3.4

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
9 A8.1 8
A8.1
6'-0" MIN. TO B.O. TRUSS 9'-0 1/4"
(E) STANDING SEAM

METAL ROOF TO REMAIN
(E) 2X WOOD TRUSS W/

FOIL-FACED BATT
INSULATION @ ROOF; TYP.
(E) GALV. MTL. GUTTER &
RAIN LEADERS; TYP. SEE

ELEVATIONS FOR

LOCATIONS
(E) EXPOSED WOOD
RAFTER; TYP.
(E) HORIZONTAL

CORRUGATED METAL
SIDING. SEE DETAIL FOR
(N) EXTERIOR CLADDING

TO LAP (E) CLADDING IN

SELECT LOCATIONS FOR
(N) EXTERIOR DOORS &

WINDOWS & INFILL OF (E)

ROLL-UP DOORS
M08
M03
M03
M03
M02
M08
(N) OPERABLE WINDOW
AT OFFICES. SEE DETAILS

FOR HEAD, SILL & JAMB

CONDITIONS
(E) SIDEWALK & ASPHALT

PARKING SURFACE
(E) CONCRETE SLAB
(N) CARPET TILE WHERE
OCCURS ON PLANS.

SEE FLOOR ASSEMBLIES

SHEET FOR DETAIL

MEP DUCTING & PIPING
ABOVE OFFICES;
MAINTAIN 6'-0"

CLEARANCE FOR

MAINTENANCE
(N) EXTERIOR LUMINARY
WHERE OCCURS; SEE RCP
& LIGHTING SCHEDULE
FOR DETAIL. REF. PLANS

FOR LOCATIONS
(N) FLOOR / CEILING

ASSEMBLY IN EXISTING
BUILDING ENVELOPE.

S.S.D. FOR STRUCTURAL

CONNECTION DETAIL
(N) ROLLER SHADE @
WINDOW HEADER; TYP.

SEE DETAIL
(N) PTD. WD.

BASEBOARD TRIM; TYP.

U.O.N.
(E) EXPOSED WOOD
TRUSS THROUGHOUT; TYP.

TYP. OFFICE
MECH.
8 A7.1
12 A7.1
9'-0 1/4" 6'-0" MIN. TO B.O. TRUSS
25'-6 3/4"
16'-0" TO B.O. TRUSS
(N) FLOOR / CEILING

ASSEMBLY IN EXISTING
BUILDING ENVELOPE.

S.S.D. FOR STRUCTURAL

CONNECTION DETAIL
(E) 2X WOOD TRUSS W/

FOIL-FACED BATT
INSULATION @ ROOF; TYP.

M03
(N) INTERIOR OFFICE
PARTITION SYSTEM; SEE

DOOR & WINDOW

SCHEDULES
(E) CONCRETE SLAB
(N) CARPET TILE

WHERE OCCURS
ON PLANS. SEE

FLOOR ASSEMBLIES

SHEET FOR DETAIL
(N) PTD. WD.

BASEBOARD TRIM; TYP.

U.O.N.
(N) METAL SCREEN @

OFFICE CEILINGS TO

CONCEAL MECHANICAL

DUCT RUNS & PIPING
(E) EXPOSED WOOD
TRUSS; TYP.
(N) INTERIOR OFFICE
PARTITION SYSTEM; SEE

DOOR & WINDOW

SCHEDULES
M03
M03
M03
M01 M02
TYP. OFFICE

CORRIDOR
TYP. OFFICE
MECH. MECH.

SCALE: 3/4" = 1'-0"
1 TYP. EXT. WALL SECTION
SCALE: 3/4" = 1'-0"
2 TYP. WALL SECTION @ CORRIDOR

Page 157 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

WALL SECTIONS
A3.5

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
D
10 A7.1
7 A7.1
2'-6"
7'-0" MIN.
4'-0"
0"
± 9'-10 1/2"
18'-0"
26'-0"
8'-0"
0"
8'-0"
9'-0"
16'-0"
9'-0"
42" METAL

GUARDRAIL AT

MEZZANINE

BOUNDARY

REMOVE EXISTING

STAIR TREAD &

NOSING FLOORING

AND RE-APPLY

RESILIENT FLOORING
MATERIAL. SEE

MATERIALS &

FINISHES SCHEDULE
M09

SOFFIT OVER

KITCHENETTE IN
BREAK ROOM;

EXPOSED

PLYWOOD FINISH
M01 M01 M01
M07

EXPOSED STEEL FASCIA
M04
M04

SURFACE MOUNTED
LUMINAIRE; SEE RCP &

LIGHTING SCHEDULE
M09
(E) EXPOSED
TRUSSES; TYP.

EXPOSED

PLYWOOD
UPPER

CABINETS

EXPOSED

PLYWOOD
LOWER

CABINETS
(N) SURFACE

MOUNTED

LUMINAIRE, SEE RCP
& LIGHTING

SCHEDULE
(N) CEILING ABOVE

METERING TECH OFFICE

W/ RECESSED CAN
LUMINAIRES; SEE RCP
SUSPENDED LUMINAIRE;

SEE LIGHTING

SCHEDULE
BASEBOARD TRIM; SEE
DETAIL
(N) WALL @ STAIR 038; SEE
WALL TYPES;
S.S.D. FOR STRUCTURAL DTLS.

PATCH & REPAIR FINISHES
THIS AREA WHERE FEASIBLE.

DEMO & REPLACE DAMAGED
FRAMING AS REQ'D.

DEMO & REPLACE (E)
FIRE-DAMAGED 2X
WOOD TRUSSES; S.S.D.
(N) WALL @ STAIR 038; SEE
WALL TYPES;
S.S.D. FOR STRUCTURAL DTLS.

PATCH & REPAIR FINISHES
THIS AREA WHERE FEASIBLE.

DEMO & REPLACE DAMAGED
FRAMING AS REQ'D.
(E) STRINGER TO REMAIN

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023

MEZZANINE

KITCHENETTE

BREAK ROOM

RESTROOM

HALL RESTROOM

METERING
TECH
OFFICE
STAIR
038
01 02
03 04
05 06
07 08
09 10
11 12
13 14
15 HVAC /
MECH
SPACE
SECOND
LEVEL
21 2
SCALE: 3/4" = 1'-0"
1 WALL SECTION @ BREAK ROOM
REVISION - 11/17/2023 SR
REVISION - 2/17/2023 SR

Page 158 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

ENLARGED FLOOR
PLANS
A4.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
2 1/2" 2'-0" 2'-0" 2'-0" 1'-6" 1'-6" 2'-0" 2'-0" 1'-3" 3'-0" 2'-6" 2'-6" 2" 2'-6"
1'-4"
(E) CONCRETE
FLOOR; SEE FLOOR

ASSEMBLIES
18 LINE OF FASCIA BEAM
ABOVE SHOWN DASHED;
SEE A7.1 FOR DETAIL
(E) EXTERIOR

DOOR TO
REMAIN
M07

PULL-OUT

TRASH /

RECYCLING
PANTRY
STRG.

CLEANING
STRG.

REFRIGERATOR/

FREEZER UTENSIL CAB CAB CAB
BREAK
ROOM
018

KITCHENETTE
AREA
30" X 48" PARALLEL

APPROACH TO

KITCHEN SINK PER CBC
11B-606.2.1.

ADA T-SHAPED

TURNING SPACE
2'-0"
10 11 LINE OF UPPER

CABINETS ABOVE
SHOWN DASHED;
SEE INT. ELEVS.

COUNTER-DEPTH

REFRIGERATOR BY
OWNER
REV-A-SHELF 5349

PULL OUT TRASH

DRAWER W/

CUSTOM DRAWER

FRONT TO MATCH
CABS
1'-5" 1'-0" 3'-0" 1'-3 3/4" 2'-0" 2'-0" 2"
2'-0"

BASE CABS
1'-0"
UPPERS
9'-6"
(E) CONCRETE
FLOOR; SEE FLOOR

ASSEMBLIES

INFILL (E) FLUORESCENT
LIGHT FIXTURE RECESS.

FINISH TO MATCH

COUNTERTOP /
BACKSPLASH. SEE INT. ELEVS.

UNDER

COUNTER

REFRIGERATOR

BY OWNER
20 REV-A-SHELF 5349

PULL OUT TRASH

DRAWER W/

CUSTOM DRAWER

FRONT TO MATCH
CABS
M07

SCRIBE AT WALL EDGE
CAB
U.C. REFR.

PULL OUT

TRASH &

RECYCLING

UTENSIL

DRAWERS

BULL ROOM
032

READY ROOM
027

SHARED OFFICE
033
30" X 48"
MIN.CLR.
11 10
1 2
2 2
SCALE: 1/2" = 1'-0"
5 ENLARGED PLAN: BREAK ROOM KITCHENETTE
SCALE: 1/2" = 1'-0"
4 ENLARGED PLAN: BULL ROOM KITCHENETTE
REVISION - 2/17/2023 SR
REVISION - 11/17/2023 SR

Page 159 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
M03
(E) WOOD TRUSS
TO REMAIN; TYP.
(N) BASEBOARD
TRIM; SEE DETAIL

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
OPEN TO 1'-0" A.F.F.

HALL 004
(E) WOOD TRUSS TO REMAIN; TYP.

M03

STOREFRONT ENTRY
SYSTEM; SEE DOOR &

WINDOW SCHEDULE
BASEBOARD TRIM; SEE
DETAIL

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.

SHOWROOM
ENTRY
(E) WOOD TRUSS
TO REMAIN; TYP.

M03

STOREFRONT ENTRY
SYSTEM; SEE DOOR &

WINDOW SCHEDULE
BASEBOARD TRIM;

SEE DETAIL

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.
(E) WOOD TRUSS
TO REMAIN; TYP.

M03
BASEBOARD TRIM;

SEE DETAIL

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.
2 2 2
2 2
SCALE: 1/4" = 1'-0" 1 001 SHOWROOM S
SCALE: 1/4" = 1'-0" 2 001 SHOWROOM N
SCALE: 1/4" = 1'-0" 3 001 SHOWROOM ESCALE: 1/4" = 1'-0" 4 001 SHOWROOM W REVISION - 11/17/2023 SR

Page 160 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
11'-0"
M03
BASEBOARD TRIM;

SEE DETAIL

HVAC PLENUM
SPACE; SEE

MECHANICAL
PLANS
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
11'-0"
M03
BASEBOARD TRIM;

SEE DETAIL

STOREFRONT
SYSTEM; SEE
DOOR SCHED.

HVAC PLENUM
SPACE; SEE

MECHANICAL
PLANS
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
11'-0" 5'-0"
M03
BASEBOARD TRIM;

SEE DETAIL

HVAC PLENUM
SPACE; SEE

MECHANICAL
PLANS
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
11'-0" 5'-0"
281 sq ft

ACOUSTIC WALL
PANELING; SEE

SCHEDULE

HVAC PLENUM
SPACE; SEE

MECHANICAL
PLANS
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
M11

NO BASEBOARD

THIS WALL
9'-0"
M03

BASEBOARD
TRIM; SEE DETAIL
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
T.O. CEILING

STRUCTURE

ABOVE SHOWN
DASHED; SEE
DETAIL
9'-0" 6'-0"
M03
BASEBOARD TRIM;

SEE DETAIL
TYP. OFFICE

STOREFRONT
SYSTEM; SEE
DOOR SCHED.
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
T.O. CEILING

STRUCTURE

ABOVE SHOWN
DASHED; SEE
DETAIL

OPEN TO HALL
ABOVE
9'-0"
M03

BASEBOARD
TRIM; SEE DETAIL
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
T.O. CEILING

STRUCTURE

ABOVE SHOWN
DASHED; SEE
DETAIL

OPEN TO HALL
6'-0"
ABOVE
9'-0"
M03
BASEBOARD TRIM;

SEE DETAIL
TYP. OFFICE

STOREFRONT
SYSTEM; SEE
DOOR SCHED.
(E) WD. TRUSSES

ABOVE SHOWN
DASHED
T.O. CEILING

STRUCTURE

ABOVE SHOWN
DASHED; SEE
DETAIL
SCALE: 1/4" = 1'-0" 1 CONFERENCE 01SCALE: 1/4" = 1'-0" 2 CONFERENCE 02SCALE: 1/4" = 1'-0" 3 CONFERENCE 03SCALE: 1/4" = 1'-0" 4 CONFERENCE 04 SCALE: 1/4" = 1'-0" 5 TYP. OFFICE 01SCALE: 1/4" = 1'-0" 6 TYP. OFFICE 02SCALE: 1/4" = 1'-0" 7 TYP. OFFICE 03SCALE: 1/4" = 1'-0" 8 TYP. OFFICE 04

Page 161 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.3

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
25'-10 1/2"
16'-0"
6'-8"
2'-6" 2'-6"
M04
M03
CUSTOM
PLYWOOD CABS.

M03

ADA COMPLIANT HI-LO
DRINKING FOUNTAIN;
SEE SPEC. VERIFY 27"
KNEE CLR. MOUNTING
HEIGHT
M07
BLACK

CHAINLINK

GUARD AT

OFFICE SOFFIT
EDGE; SEE DETAIL
(E) WOOD

TRUSSES TO
REMAIN; TYP.
(N) HVAC DUCT;
SEE

MECHANICAL
PLANS
3/4" PLYWOOD
FRAME @
OPENING; SEE
DETAIL
4" BLACK MTL.

PULL @ CABINET
DOORS;

BERENSON

BRAVO OR
EQUIV.

OPEN TO

SHOWROOM
001
8'-0" 1'-0" 7'-0"
M03
(N) BASEBOARD
TRIM; SEE DETAIL
M03
M03
BLACK

CHAINLINK

GUARD AT

MEZZANINE
EDGE
PERIMETER ; SEE
DETAIL
(E) WOOD TRUSS
TO REMAIN; TYP.

TYP. OFFICE STOREFRONT
SYSTEM; SEE DOOR SCHED.

ENTRY STOREFRONT
SYSTEM; SEE DOOR SCHED.

LINE OF MEZZ.

F.F.E. 1'-0"

PARAPET WALL
ABOVE
(N) HVAC DUCT;

SEE MECHANICAL
PLANS
ADMIN
ENTRY

MEZZANINE
001
HALL
004
FOYER
HALL
008

BLACK CHAINLINK

GUARD AT OFFICE
SOFFIT EDGE; SEE
DETAIL
BLACK

CHAINLINK

GUARD AT

OFFICE SOFFIT
EDGE; SEE DETAIL

OPERABLE PANEL
10'-0"

BASEBOARD
TRIM; SEE DETAIL
(E) WD. TRUSSES
M03
M03
(N) HVAC DUCT;
SEE

MECHANICAL
PLANS

OPEN TO

BREAKROOM
018
BLACK

CHAINLINK

GUARD AT

OFFICE SOFFIT
EDGE; SEE
DETAIL

FEATURE WALL

ASSET (TBD)
LINE OF F.C.E.

SHOWN
DASHED
10'-0"
16'-0"
TYP. OFFICE STOREFRONT
SYSTEM; SEE DOOR SCHED.

CONFERENCE ROOM STOREFRONT
SYSTEM; SEE DOOR SCHED.

M03
M03
(E) WOOD TRUSSES TO REMAIN; TYP.

M03
LINE OF F.C.E.

SHOWN DASHED
LINE OF F.C.E.

SHOWN DASHED
BLACK

CHAINLINK

GUARD AT

OFFICE SOFFIT
EDGE; SEE
DETAIL

OPERABLE

CHAINLINK
PANEL

BLACK CHAINLINK

GUARD AT OFFICE
SOFFIT EDGE; SEE
DETAIL
(N) HVAC DUCT;

SEE MECHANICAL
PLANS
1 SCALE: 1/4" = 1'-0" 1 FOYER, 004 HALL & 009 HALL 01
SCALE: 1/4" = 1'-0" 2 FOYER, 004 HALL & 009 HALL 02SCALE: 1/4" = 1'-0" 3 FOYER, 004 HALL & 009 HALL 03 SCALE: 1/4" = 1'-0" 4 FOYER, 004 HALL & 009 HALL 04
REVISION - 2/17/2023 SR

Page 162 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.4

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
10'-0" 6'-0"
7'-0"
TYP.
16'-0"
(E) WOOD TRUSS
TO REMAIN; TYP.

M03
M03
(N) HVAC DUCT;

SEE MECHANICAL
PLANS

SUSPENDED LIGHT
FIXTURE; SEE
LIGHTING SCHED.

BASEBOARD TRIM;

SEE DETAIL

OPEN TO
HALL 008

BLACK CHAINLINK

GUARD AT OFFICE
SOFFIT EDGE; SEE
DETAIL
1'-2" 2'-0" 2'-0" 3'-0" 2'-0" 2'-0" 2'-0" 2"
2'-0"
3'-6" 8'-0"
2'-5" 2'-5" 3'-0"
3'-0"
8'-0"
(E) WOOD TRUSS
TO REMAIN; TYP.
(N) BASEBOARD
TRIM; SEE DETAIL
(N) HVAC DUCT; SEE

MECHANICAL PLANS

MEZZANINE
BLACK

CHAINLINK

GUARDRAIL
M03
M04
M07
M03
CUSTOM
PLYWOOD CABS.

S.S. COUNTER DEPTH
REFR./FRZR. W/ CUSTOM
CONFIRM W/ OWNER ADA SINK CLEARANCE; V.I.F.

WIDE FLANGE

BEAM AT SOFFIT
EDGE; SEE
DETAIL

LINE OF WIDE FLANGE

COLUMN SHOWN
DASHED

OPEN TO
HALL 019
DW
PULL
OUT
TRASH
PANTRY
STRG.

CLEANING
STRG. REFR.

UTENSIL

CAB CAB CAB
FRZR.

CAB
3'-6"
8'-0"
7'-0"
16'-0"

EXTERIOR

STOREFRONT
SYSTEM; SEE
DOOR SCHED.

M03

LINE OF (N) HVAC DUCT
SHOWN DASHED; SEE

MECHANICAL PLANS

BASEBOARD
TRIM; SEE
DETAIL

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

BREAK ROOM
018

KITCHENETTE

MEZZANINE
102
(N)

MEZZANINE

BLACK CHAINLINK

GUARDRAIL

BLACK CHAINLINK

GUARD AT OFFICE

SOFFIT EDGE
(E) WOOD TRUSS
TO REMAIN; TYP.

SOFFIT OVER

KITCHENETTE
AREA; SEE DETAIL
1 2
2 SCALE: 1/4" = 1'-0"
1 BREAK ROOM 01
SCALE: 1/4" = 1'-0"
2 BREAK ROOM 03
SCALE: 1/4" = 1'-0"
3 BREAK ROOM 04
REVISION - 2/17/2023 SR
REVISION - 11/17/2023 SR

Page 163 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.5

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
8'-0"
9'-2" 6'-0 3/4"
3'-0"
(E) BEAM TO REMAIN
(E) WD. PALLET
STRG.

PLATFORM; (N)

PLATFORM TO

MATCH (E)
(N) PLYWOOD

WORKBENCH

TO MATCH (E)
M03 M03

BASEBOARD
TRIM; SEE
DETAIL
TYP. OFFICE
STOREFRONT SYSTEM;
SEE DOOR SCHED.

LINE OF WALL

BOARD TO BE

REPLACED DUE

TO FIRE
DAMAGE; ±
1'-0" A.F.F.
(N) WALL; SEE PLANS

OPEN TO
HALL 019 &
BREAK
ROOM 018
(N)
16'-0"
M03
M04

EXISTING ROLL UP DOOR TO BE

RELOCATED TO THIS
LOCATION; SEE DOOR SCHED.

TYP. OFFICE
STOREFRONT SYSTEM;
SEE DOOR SCHED.
(E) STAIR TO REMAIN;

RE-TREAD SURFACE

W/ RESLIENT
FLOORING; SEE 5/
A7.1 FOR SIM. DETAIL
M03
(E) WD. PALLET
STRG. PLATFORM;
(N) PLATFORM

TO MATCH (E)
(N) PLYWOOD

WORKBENCH

TO MATCH (E)
(E) BEAM TO
REMAIN

BASEBOARD
TRIM; SEE
DETAIL
(N) WALL; SEE PLANS

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
(N) WALL; SEE PLANS
(N)
6'-0 3/4"
10X EQUAL BOXES
M04
M04
(N) PLYWOOD

WORKBENCH
(E) PLYWOOD

WALL PANELING

TO REMAIN
(N) PLYWOOD & 2X
WD. SHELVING TO

MATCH (E)
(N) 4X WD.

POSTS AS REQ'D.

S.S.D.
(E) WD. PALLET
STRG. PLATFORM;
(N) PLATFORM

TO MATCH (E)
(E) WD. PALLET
STRG. PLATFORM;
(N) PLATFORM

TO MATCH (E)
M04
2X EXPOSED WD. EDGE

W/ EXPOSED JOISTS
UNDERNEATH; TYP.

MATCH (E) 4X8 WD.

LVL BEAM; S.S.D.

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
(N)
(E) PLYWOOD M04

WALL PANELING

TO REMAIN
(N) PLYWOOD

WORKBENCH
(N) PLYWOOD & 2X
WD. SHELVING TO

MATCH (E)
(N) 4X WD. POSTS AS
REQ'D. S.S.D.
(E) WD. PALLET STRG.

PLATFORM; (N)

PLATFORM TO MATCH
(E); EXPOSED JOISTS
UNDERNEATH; TYP.
(E) WD. PALLET
STRG. PLATFORM;
(N) PLATFORM

TO MATCH (E)
M04
2X EXPOSED WD. EDGE

W/ EXPOSED JOISTS
UNDERNEATH; TYP.

MATCH (E) 4X8 WD.

LVL BEAM; S.S.D.
(N) PLYWOOD

WORKBENCH

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
2 2
2 2
SCALE: 1/4" = 1'-0"
1 WORKSHOP 01
SCALE: 1/4" = 1'-0"
2 WORKSHOP 02
SCALE: 1/4" = 1'-0"
3 WORKSHOP 03
SCALE: 1/4" = 1'-0"
4 WORKSHOP 04
REVISION - 11/17/2023 SR

Page 164 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.6

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
3'-0"
16'-0"
(E) WOOD TRUSSES
TO REMAIN; TYP.

M04 M03 M04 M04
(E) PLYWOOD

WALL PANELING

TO REMAIN
THROUGHOUT;
TYP.

EQUIP STRG; TBD
(E) ROLL UP DOOR; SEE
DOOR SCHED. &

ELEVATIONS
(N) WORKTOP &

STORAGE CUBBIES
(N) EQUIP. STRG.
(NOT IN SCOPE)
TAP & BASIN;

SEE PLUMBING
SCHED.

ICE MAKER; SEE

APPLIANCE
SCHED.
(E) DOOR TO REMAIN;

SEE ELEVATIONS
(N) WALL; SEE PLANS

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
5'-0 3/4"
PREFABRICATED MTL.

SHIPS LADDER TO

PALLET STORAGE

PLATFORM ABOVE
OPEN TO MECH.

ACCESS AREA ABOVE

BULL ROOM
(E) WD. TRUSSES TO
REMAIN; TYP.
(N) LIGHT FIXTURES

WHERE OCCURS ON
RCP; TYP.

M03
EQUIP. STRG.

RACKS; (NOT IN
SCOPE)
(E) WD. PALLET STRG.

PLATFORM; (N)

PLATFORM TO MATCH
(E); EXPOSED JOISTS
UNDERNEATH; TYP.
(N) LINEMAN
LOCKERS; SEE
SPECIALTIES SCHED.

VERIFY PLACEMENT

ALLOWS FOR FULL

DOOR SWING

WITHOUT

INTERFERENCE FROM

WOOD POST

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
(E) WOOD TRUSSES
TO REMAIN; TYP.

M04
(E) PLYWOOD

WALL PANELING

TO REMAIN
(N) LINEMAN
LOCKERS; SEE
SPECIALTIES SCHED.

VERIFY PLACEMENT

ALLOWS FOR FULL

DOOR SWING

WITHOUT

INTERFERENCE FROM

WOOD POST
PREFABRICATED MTL.

SHIPS LADDER TO

PALLET STORAGE

PLATFORM ABOVE
(E) PLYWOOD

WALL PANELING

TO REMAIN
M04
(E) WD. PALLET STRG.

PLATFORM; (N)

PLATFORM TO MATCH
(E); EXPOSED JOISTS
UNDERNEATH; TYP.
2X EXPOSED WD. EDGE

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.

M03
LINE OF MECH RM.

WALL SHOWN
DASHED
(E) WOOD

TRUSSES TO
REMAIN; TYP.

EXISTING ROLL UP

DOOR TO BE

RELOCATED TO THIS
LOCATION; SEE
DOOR SCHED.
(N) LINEMAN
LOCKERS; SEE
SPECIALTIES SCHED.

VERIFY PLACEMENT

ALLOWS FOR FULL

DOOR SWING

WITHOUT

INTERFERENCE FROM

WOOD POST
(N) LIGHT FIXTURES

WHERE OCCURS ON
RCP; TYP.
(E) WD. PALLET STRG.

PLATFORM; (N)

PLATFORM TO MATCH
(E); EXPOSED JOISTS
UNDERNEATH; TYP.
2 2
2 2
SCALE: 1/4" = 1'-0" 1 READY ROOM 01
SCALE: 1/4" = 1'-0" 2 READY ROOM 02
SCALE: 1/4" = 1'-0" 3 READY ROOM 03
SCALE: 1/4" = 1'-0" 4 READY ROOM 04
REVISION - 11/17/2023 SR

Page 165 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.7

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
8'-0"
M03
F.F.E. MECH

AREA ABOVE
MECH. AREA
ABOVE
PROVIDE WD.

BLOCKING FOR

WHITEBOARD
M03
BASEBOARD; SEE
DETAIL
F.F.E. MECH

AREA ABOVE
MECH. AREA
ABOVE
M03
BASEBOARD; SEE
DETAIL

WORKSTATIONS

SHOWN DASHED
(NOT IN SCOPE)

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

F.F.E. MECH

AREA ABOVE
MECH. AREA
ABOVE
PROVIDE WD.

BLOCKING FOR

WHITEBOARD
M03
BASEBOARD; SEE
DETAIL

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
2'-10" 2'-0" 2'-6"
F.F.E. MECH

AREA ABOVE
MECH. AREA
ABOVE
M03
WD. BASEBOARD;

SEE DETAIL

WORKSTATIONS

SHOWN DASHED
(NOT IN SCOPE)
M03
M07 SHARED OFFICE
033

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.
2 2
2 2
SCALE: 1/4" = 1'-0" 1 BULL ROOM 01
SCALE: 1/4" = 1'-0" 2 BULL ROOM 02
SCALE: 1/4" = 1'-0" 3 BULL ROOM 03
SCALE: 1/4" = 1'-0" 4 BULL ROOM 04
REVISION - 11/17/2023 SR

Page 166 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR ELEVATIONS
A5.8

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
MECH. AREA
ABOVE
REPLACE (E) CLG. FINISH; TYP.

REMOVE & REPLACE

DAMAGED FRAMING AS
REQ'.D IN FIELD.

REMOVE & REPLACE (E)
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
BASEBOARD; SEE DETAIL

REMOVE &
REPLACE (E) ELEC.

RECEPTACLES &
OUTLETS; TYP.

STAIR STRG.
203
STRG.
202

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

MECH. AREA
ABOVE
REPLACE (E) CLG. FINISH; TYP.

REMOVE & REPLACE

DAMAGED FRAMING AS
REQ'.D IN FIELD.
(N) DOUBLE DOORS; SEE
SCHEDULE.

BASEBOARD; SEE DETAIL

REMOVE &
REPLACE (E) ELEC.

RECEPTACLES &
OUTLETS; TYP.

REMOVE & REPLACE (E)
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
(N) DOOR; SEE SCHEDULE.

STRG.
203
TO STRG.
204 TO STAIR TO STRG.204

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

MECH. AREA
ABOVE
REPLACE (E) CLG. FINISH; TYP.

REMOVE & REPLACE

DAMAGED FRAMING AS
REQ'.D IN FIELD.
(N) DOUBLE DOORS; SEE
SCHEDULE.

REMOVE & REPLACE (E) BASEBOARD; SEE DETAIL
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
(N) WINDOWS; SEE
SCHED.
(E) WINDOWS

BEYOND SHOWN

DASHED FOR
REFERENCE.

TO
EGRESS
STAIR

LINE OF WALL

BOARD TO BE

REPLACED DUE TO
FIRE DAMAGE; ±
1'-0" A.F.F.

MECH. AREA
ABOVE
REPLACE (E) CLG. FINISH; TYP.

REMOVE & REPLACE

DAMAGED FRAMING AS
REQ'.D IN FIELD.

REMOVE & REPLACE (E) BASEBOARD; SEE DETAIL
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
(N) WINDOWS; SEE
SCHED.

REPLACE (E)
WINDOWS W/ (N).

SEE SCHEDULE.
(N)DOOR; SEE SCHEDULE

REMOVE & REPLACE (E)
PTD. GYP. BD. (PATCH &

REPAIR WHERE POSSIBLE)
TO STRG.
202

LINE OF WALL BOARD

TO BE REPLACED DUE
TO FIRE DAMAGE; ±
1'-0" A.F.F.
2 2
SCALE: 1/4" = 1'-0"
1 SECOND LEVEL (WEST)
SCALE: 1/4" = 1'-0"
2 SECOND LEVEL (NORTH)
SCALE: 1/4" = 1'-0"
3 SECOND LEVEL (EAST)
SCALE: 1/4" = 1'-0"
4 SECOND LEVEL (SOUTH)
REVISION - 11/17/2023 SR

Page 167 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

GROUND LEVEL

CEILING PLAN
A6.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
ICE
EYEWS.

UP
01 02 03 04 05 06 07 08 09 10 11 12 3130292827262524232221 20 19
18 17
16 1514
13 12
11 10
987654321
32 STAIR
UP
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16

UPSTAIR
2 16'-0"
16'-0"
16'-0"

OPEN TO
ABOVE @
STAIR

EXPOSED TRUSSES /
OPEN TO ABOVE.

HVAC ROUTING TBD

EXPOSED TRUSSES /
OPEN TO ABOVE.

HVAC ROUTING TBD

PAINT ALL (E) EXPOSED

WOOD TRUSSES WITH

CLEAR ODOR-SEALING

PRIMER IN SMOKE

AFFECTED BAYS (BREAK

ROOM & READY ROOM
(N) B2 LIGHT FIXTURES IN
(E) LUMINAIRE
LOCATIONS. (E) J-BOXES

TO REMAIN IN (E)
WAREHOUSE BAY;

SWITCHING LOCATIONS

TO REMAIN
(N) LIGHT FIXTURES IN (E)
LUMINAIRE LOCATIONS.
(E) J-BOXES TO REMAIN IN
(E) WAREHOUSE BAY;

SWITCHING LOCATIONS

TO REMAIN
(N) LIGHT FIXTURES IN (E)
LUMINAIRE LOCATIONS.
(E) J-BOXES TO REMAIN IN
(E) WAREHOUSE BAY;

SWITCHING LOCATIONS

TO REMAIN

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
(N) SWITCH

GEAR AREA
2 OCC
OCC
2OCC OCC OCC
2 2
2 2
2 2
2 2
2 2
2 2 2
OCC
OCC
OCC

OCC OCC OCC
3 3
3 3
3 3
3 2 OCC
OCC
3 OCC OCC
3 3
3 2
2 2
2 OCC
OCC
A1
A1 A1
A1 A1
A1 A1
A1
A1 A1
A1
A1 A1
A1 A1
D2 D2 D2 D2
S1
A1
S1
A1
S1
A1
A1
A1
B1 B1 A1 S1
A1
S1
A3 A3 A3 A3 A3
D3
A3
A1 A1
A1 A1
A1 A1
A1 A1
A1 A1
A1
A1 A1
A1 A1
A1
A1
A1
A1
A1
A1
A1
A1
D1
A1 A1
A1 A1
B1
B1
B1 B1
B1
B1
B1
B1 B1 B1
B1
A1
A1
A1
A1
A1
A1
B1
A1
A1
A1
A1
S1
A1
D4
A1 A1 A1
A1 A1
A1 A1
A1 A1
A1
A1
B1
B1
D3 D3
A1
X1
X1
X1
X1 X1 X1 X1
X1 X1 X1
X1
X1
X1
X1
X1
B1
X2
X2
X2
X2
X2
X2
X2
B1
B1
B2
B2
B2
B2
B2
B2
B2
B2
B2 B2
B2
B2
B2 B2 B2
B2
B2
B2
B2
B2 B2
B2
B2
B2 B2
B2 B2
B2 B2 B2 B2
B2 B2 B2
B2 B2 B2
B2
A3
A3
11'-0"
8'-0"
8'-0"
9'-0"
8'-0"
8'-0"
9'-0"
9'-0"
9'-0"
9'-0" 9'-0"
9'-0"
9'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0"
8'-0" 8'-0" 8'-0"
16'-0"
9'-0"
8'-0"
9'-0"
9'-0"
15'-3/8"
16'-0"
B1 FIXTURES

MOUNTED TO
EXPOSED JOISTS @

UNDERSIDE OF
STRG. PLATFORM;
TYP.

B1 FIXTURES

MOUNTED TO

EXPOSED JOISTS
@ UNDERSIDE
OF STRG.

PLATFORM; TYP.

B1 FIXTURES
EXPOSED JOISTS @

UNDERSIDE OF
STRG. PLATFORM;
TYP.

M03
M03
M03
M03
M03
M03
M03
M03
M03
M03
M03
M03 M03
M03
M03 M03
M03 M03 M03
M03
M03
M03
M03 M03
M03
M03
M10

DEMO & REPLACE
(E) DAMAGED GYP.

CLG. THIS AREA
SHOWROOM 001
CONFERENCE 003
SUPPLY 002
HALL
004
PRINT
005
(E) TOILET 006
LACTATION 007
FOYER
008
OFFICE 010
OFFICE 011
SHARED OFFICE 012
OFFICE 013
SHARED OFFICE 014
SHARED OFFICE 015
PLOT
016
VESTIBULE 021
HALL
009
STORAGE 017
BREAK ROOM 018
HALL
019
METER TESTING 020
U-TOILET 022
M-TOILET 023
W-TOILET 024
WAREHOUSE 025
OFFICE
026
CUSTODIAN 028
U-TOILET 029
READY ROOM 027
MECH
031
BULL ROOM 032
SHARED OFFICE 026
(E) WAREHOUSE 033
(E) WAREHOUSE 034
(E) OFFICE 035(E) TOILET 036
STAIR
038
STAIR
037
U-TOILET 030
CO
SD
SC

CARBON MONOXIDE DETECTOR

COMBINED SMOKE DETECTOR & MONOXIDE

DETECTOR

SPRINKLER HEAD

SMOKE DETECTOR

SYMBOL LEGEND

RECESSED CAN FIXTURE

SURFACE MOUNTED FIXTURE

PENDANT FIXTURE

RECESSED DIRECTIONAL

LED TRACK LIGHTING
SURFACE MOUNT 4'-0" LED TUBE

WALL MOUNTED SCONCE

LED STRIP LIGHTING
X
X
X
X
A
X
X
X
X
T
RT

OUTDOOR HEATER

CEILING SUPPLY REGISTER

CEILING RETURN REGISTER

FLOOR SUPPLY REGISTER

FLOOR RETURN REGISTER

WALL SUPPLY REGISTER

WALL RETURN REGISTER

THERMOSTAT

REMOTE THERMOMETER SENSOR

BATH FAN

CEILING FAN

BATH FAN / LIGHT COMBO

MATERIAL LEGEND
PTD. GYP BD.: SEE FINISHES SCHEDULE FOR

PAINT COLORS

PLYWOOD SHEATHING O/ EXPOSED JOISTS

GENERAL NOTES

LIGHTING SCHEDULE
ID
A1
A3
B1
B2
D1
D2
D3
D4
S1
T1
X1
X2
QTY.
89 8
25 38
1 4
3 1
6 11
15 7

DESCRIPTION
4" RECESSED CAN LED
4" SURFACE MOUNT CYLINER
LED

LINEAR SURFACE MOUNT LED

PENDANT / SUSPENDED

VANITY WALL SCONCE

TRACK W/ ADJUSTABLE HEADS

EXTERIOR WALL MOUNT FLOOD

ILLUMINATED EXIT SIGN

MANUFACTURER
ALCON OR APPROVED EQUIV.

ALCON OR APPROVED EQUIV.

MODEL
ESCALA
14008
11235-ADJ
11163
11163
12256-TRE
15201
12260
12180
11122-2
ALVA
BELLA 13114
16009
16116
FINISH
WHITE
BLACK
WHITE
WHITE
BLACK
BLACK
BLACK
BLACK
BLACK

BLACK / BK
BLACK
GREEN

LETTERS

WATTAGE
10 W
10 W
18 W
38 W
75W
15W
8W
35W
27 W
9 W / EA. HEAD
38W
3W
LUMENS
800 LM
700 LM
2340 LM
5200 LM
7200 LM
1600 LM
800 LM
3500 LM
2400 LM
600 LM
3611 LM
-
CRI
90+ MIN.
90+ MIN.
80+ MIN.
80+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
90+ MIN.
-

COLOR TEMP
3000K
3000K
3500K
3500K
3000K
3000K
3000K
3000K
3000K
3000K
3000K
-
NOTES

DIMMABLE
DIRECT MOUNT TO J-BOX; RUN EXPOSED CONDUIT BEANEATH

EXPOSED TJI JOISTS
-
-
CENTERED OVER CONF. TABLE
20" CANOPY
6" CANOPY
-
-
USE WITH 1300 SERIES PRODUCT FAMILY; 6 HEADS EACH TRACK

REPLACE (E) LAMPS

DOUBLE SIDED WHERE APPLICABLE
FIRE

LIGHTING
HVAC

RCP LIGHTING CONTROL NOTES

LIGHTING CONTROL CODE NOTES
2 2
2 2
SCALE: 1" = 10'
2 GROUND FLOOR RCP

1. ALL EXISTING CEILING SHEETROCK & CEILING TILES TO BE REMOVED (SEE DEMO PLAN).

2. SHEETROCK @ EXISTING BEAM SOFFITS CAN REMAIN, NEW LEVEL 4 SMOOTH FINISH TO BE APPLIED.

3. ALL EXISTING MEP LINES EXPOSED AFTER DEMO TO BE REMOVED IF REDUNDANT. CAP OFF AND TIE BACK ALL LINE PER CODE REQ'TS.

4. ALL EXISTING MEP LINES EXPOSED AFTER DEMO THAT ARE STILL ACTIVE TO BE REROUTED AS NEC. COORD. IN FIELD.

5. SEE MEP PLANS FOR ALL FIXTURE & MECHANICAL LAYOUT AS THEY RELATE TO THE CEILING. REFER TO SEPARATE MEP PERMIT FOR ALL MEP REQ'TS AS THEY RELATE TO THE CEILING. MEP SUBCONTRACTOR RESPONSIBLE FOR PROCURING ANY NECESSARY MEP PERMITS AND RESPONSIBLE FOR ALL MEP WORK TO BE COMPLIANT TO ALL CODES & REGULATIONS.

6. ALL EXTERIOR (X1) FIXTURES TO BE ON DAYLIGHT SENSORS; SECURITY / PERIMETER LIGHTING WILL REMAIN ON AT NIGHT TIME

7. SEE MECHANICAL PLANS FOR HVAC DUCT RUNS & ROUTING. ANY CONFLICTS BETWEEN HVAC & LUMINAIRES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT ASAP.

INDOOR LIGHTING CONTROLS CEC SEC 130.1
• MULTILEVEL CONTROLS REQUIRED UNLESS (B) ROOM AREA UNDER 100 SQFT, •OFFICE AND RESTROOMS
• UNDER 0.5 WATTS/SQFT
•WAREHOUSE HIGH BAY COMPLIES (15 FIXTURES 218 WATTS
EACH 6929SQFT = 0.47 WATT/ SQFT SHOP
9X218/3025SQFT=0.65 WATTS/SQFT
* REDUCE TO 7 FIXTURES AND IT COMPLIES OR MULTILEVEL

SWITCHING
• ONE LUMINAIRE WITH NO MORE THAN 2 LAMPS
•RESTROOMS
• SHUTS OFFS PROVIDED BY EITHER OCCUPANCY SENSORS, REQUIRED FOR ROOMS UNDER 250SQFT.
•TIME SWITCH (EXCEPT AREAS OCCUPIED 24HRS /DAY
• DAYLIGHT CONTROLS (D)
•DAYLIT SHOWN ON PLANS (D) 2.A.
•LUMINAIRES IN DAYLIT ZONES CONTROLLED SEPARATELY (D)2.B EXCEPT WHEN LIGHTING IN DAY LIT ZONE LESS THAN 120WATTS •HIGH BAY ALL ALL DAYLIT
OUTDOOR LIGHTING CONTROLS CEC SEC 130.2
• ALL INSTALLED OUTDOOR LIGHTING SHALL BE CONTROLLED BY A

PHOTOCONTROL OR OUTDOOR ASTRONOMICAL TIME-SWITCH CONTROL,

OR OTHER CONTROL CAPABLE OF AUTOMATICALLY SHUTTING OFF THE OUTDOOR LIGHTING WHEN DAYLIGHT IS AVAILABLE.
• ALL INSTALLED OUTDOOR LIGHTING, WHERE THE BOTTOM OF THE LUMINAIRE IS MOUNTED 24 FEET OR LESS ABOVE THE GROUND, SHALL BE

CONTROLLED WITH AUTOMATIC LIGHTING CONTROLS THAT MEET ALL OF THE FOLLOWING REQUIREMENTS:

A. SHALL BE MOTION SENSORS OR OTHER LIGHTING CONTROL SYSTEMS

THAT AUTOMATICALLY CONTROLS LIGHTING IN ACCORDANCE WITH ITEM B IN RESPONSE TO THE AREA BEING VACATED OF OCCUPANTS; AND B. SHALL BE CAPABLE OF AUTOMATICALLY REDUCING THE LIGHTING POWER OF EACH LUMINAIRE BY AT LEAST 40 PERCENT BUT NOT EXCEEDING 90

PERCENT, OR PROVIDE CONTINUOUS DIMMING THROUGH A RANGE THAT INCLUDES 40 PERCENT THROUGH 90 PERCENT
• EXCEPTION 3 TO SECTION 130.2(C)3: OUTDOOR LIGHTING, WHERE

LUMINAIRE RATED WATTAGE IS DETERMINED IN ACCORDANCE WITH SECTION 130.0(C), AND WHICH MEET ONE OF THE FOLLOWING
CONDITIONS:

A. POLE-MOUNTED LUMINAIRES EACH WITH A MAXIMUM RATED
WATTAGE OF 75 WATTS; OR
B. NONPOLE MOUNTED LUMINAIRES WITH A MAXIMUM RATED
WATTAGE OF 30 WATTS EACH.
•140.7(A) EXEMPTION 5, INDUSTRIAL SITES

1. ALL COMMON AREA OUTDOOR LIGHTING MUST BE CONTROLLED BY A

SCHEDULING DEVICE THAT ALLOWS THE LIGHTS TO BE DIMMED AT LEAST 50% PER CEC 130.2(C)2. LIGHT FIXTURES INSTALLED IN THESE AREAS SHALL BE DIMMABLE FIXTURES.

2. A MINIMUM OF 1 FT CANDLE AT THE WALKING SURFACE IS REQUIRED FOR MEANS OF EGRESS AND TO A SAFE DISPERSAL AREA PER CBC1008.2.1.

OCCUPANCY SENSORS SHALL REDUCE LIGHTING LEVELS IF NO ONE IS PRESENT PER CEC130.2(C)3 OR EXCEPTION FOR FIXTURES LESS THAN 40WATTS, EXCEPTION 1, AND STAIRS, EXCEPTION 2 POINTS TO 140.7(A) EXCEPTION 6.

3. GENERAL PARKING LIGHTING IS TO BE CONTROLLED BY A CLOCK THAT CAN SCHEDULE DIMMING, AND IF MORE THAN 40 WATTS PER FIXTURE AND IF LESS THAN 24' ABOVE GRADE, OCCUPANCY SENSORS MUST BE INSTALLED, CEC130.2(C)3.

4. OCCUPANCY SENSORS MUST BE INSTALLED IN LIGHTING CIRCUITS

CONTROLLING INDOOR COMMON AREAS WHICH ARE AUTOMATIC AND

PROGRAMMED TO ADJUST LIGHTING LOADS IN ACCORDANCE WITH THE ACTIVITY OF A SPACE PER CEC 110.9.

REVISION - 11/17/2023 SR

Page 168 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

MEZZ. LEVEL & SECOND

FLOOR CEILING PLAN
A6.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
UP
123456789
10 11
12 13
14 15
16 UPSTAIR
16'-0" AFF
±4'-0" A.F.F.
16'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
6'-0" A.F.F.
7'-0" A.F.F.
16'-0" AFF
(N) LIGHTING

LAYOUT THIS
AREA. USE (E)
J-BOXES; TYP.
(N) LIGHTING

LAYOUT THIS
AREA. USE (E)
J-BOXES; TYP.

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

EXPOSED

TRUSSES / OPEN
TO ABOVE; TYP.

PAINT ALL (E) EXPOSED

WOOD TRUSSES WITH

CLEAR ODOR-SEALING

PRIMER IN SMOKE

AFFECTED BAYS (BREAK

ROOM & READY ROOM
BCADE
123456
OCC
OCC
B1
B1
B1
B1
B1
B1
15'-3/8" A.F.F.
16'-0"
16'-0"
7'-0" AFF
7'-0" A.F.F.
7'-0" A.F.F.

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT

SEE GROUND

FLOOR RCP FOR

LIGHTING
LAYOUT
M10

DEMO & REPLACE
(E) DAMAGED GYP.

CLG. THIS AREA
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
16 17
DN
UP
DN
19 20
21 22
23 24
25 26
27 28
29 30
29 28
27 2625
24 2322
21 20
19 18
17 16
1514
13 12
11 10
987654321
32 31
30 STAIR
8'-0" CLG.

1. DEMO & REPLACE (E)
PTD. GYP. CLG. FINISH.

2. REPAIR / REPLACE

DAMAGED FRAMING
AS REQ'D.
(E) STRG 202
(E) STRG 201
(E) STRG 203
(E) STRG. 204
STAIR
038
M03
DE
12 2
OCC
OCC
OCC
A1 A1
A1 A1
A1
A1
A1 A1
A1 A1 A1 A1
A1
A1
A1
A1
A1
M03
M03
M03
M03

AREA OF PRIMARY

FIRE & WATER
DAMAGE 3/8/2023
CO
SD
SC

CARBON MONOXIDE DETECTOR

COMBINED SMOKE DETECTOR & MONOXIDE

DETECTOR

SPRINKLER HEAD

SMOKE DETECTOR

SYMBOL LEGEND

RECESSED CAN FIXTURE

SURFACE MOUNTED FIXTURE

PENDANT FIXTURE

RECESSED DIRECTIONAL

LED TRACK LIGHTING
SURFACE MOUNT 4'-0" LED TUBE

WALL MOUNTED SCONCE

LED STRIP LIGHTING

XXXXAXXXX
T
RT

OUTDOOR HEATER

CEILING SUPPLY REGISTER

CEILING RETURN REGISTER

FLOOR SUPPLY REGISTER

FLOOR RETURN REGISTER

WALL SUPPLY REGISTER

WALL RETURN REGISTER

THERMOSTAT

REMOTE THERMOMETER SENSOR

BATH FAN

CEILING FAN

BATH FAN / LIGHT COMBO
FIRE

LIGHTING
HVAC
2 2
SCALE: 1" = 10'
1 MEZZANINE LEVEL RCP
SCALE: 1" = 10'
2 SECOND FLOOR RCP
REVISION - 11/17/2023 SR

Page 169 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

STAIR & RAILING

DETAILS
A7.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
9 A7.1
11"
2'-9 1/4"
7'-1 3/4"
1'-0"
4'-2 3/4"
9'-0"
0"
10'-0"
42" HIGH PTD. GYP.

PONY WALL
STAIR HANDRAIL; SEE
DETAIL
(E) WINDOW

TO REMAIN
7'-0" POST & WIRE
MESH
GUARDRAIL; SEE
DETAIL
DN
SUPPLY
002
(BELOW)

MEZZANINE
101
15 16
6 A7.1
11 A7.1
3'-0 1/4"
5 A7.1
3'-6"
8'-0"
3'-0"
0"
9'-0"
12'-6"
3'-0"
1'-0"
TREAD 1'-0"
3'-0"
42" HIGH PTD. GYP.

PONY WALL

METAL MESH

SCREEN BEYOND
WALL-MOUNTED PTD.

METAL GUARDRAIL;

SEE DETAIL
M03
LINE OF 2X WD. STRINGER
GYP. PARAPET CURB

HANDRAIL PER
CBC 11-B
505.10.3
BASEBOARD; TYP.

LINE OF 6'-8" MIN. HEAD CLR.

SUPPLY
002

MEZZANINE
101

SHOWROOM
001

OPEN TO
PRINT 005

UNDERNEATH STAIR
Detailer for ARCHICAD 1 high 1 wide Notes 1'-0"
5 3/4"
NOTE:

1. GUARDRAIL LOADS TO COMPLY
W/ CBC
1607A.7.1, 1607A.7.1.1 & 1607A.7.1.2

2. PER 1607A.7.1.2:

INITERMEDIATE RAILS TO

WITHSTAND

A HORIZONTALLY APPLIED
NORMAL
LOAD OF 50LBS ON AN AREA
EQUAL
TO 1SQFT INCLUDING OPENINGS
AND

SPACE BETWEEN RAILS

ALIGN ALIGN
+9'-0"
F.F.E.
+8'-0"
F.C.E.

RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.

EXPOSED TJI FRAMING; S.S.D.
42" METAL CHAIN LINK
GUARDRAIL; FLANGED POSTS

FASTENED TO STRUCTURAL
FRAMING W/ 4X HEX BOLT
SCREWS
EXPOSED WD. STRUCTURAL
FRAMING; RIPPED END CAP TO

ALIGN W/ B/O TJI
S.S.D.
9 1/4"
2 1/4"
5 3/4"
RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.

FLOOR FRAMING; S.S.D.

INSULATION WHERE OCCURS
PTD. GYP. BD.; U.O.N.

METAL CHAIN LINK SCREENING
AT OFFICE EDGE; FLANGED

POSTS FASTENED TO
STRUCTURAL FRAMING W/ 4X

HEX BOLT SCREWS
INT.

SCREENING BUILT TO RESIST

A CONCENTRATED LOAD OF
200# IN ANY DIRECTION
Detailer for ARCHICAD 1 high 1 wide Notes 1'-0" T.O. STAIR RUN 1'-11" B.O. RUN 1/2" MAX. CLR.
6"
1-1/2" O.D. STEEL HANDRAIL;
PAINTED. WELD TO HANDRAIL
BRACKET; S.S.D.

HANDRAIL TO BE ABLE TO RESIST
50 POUND/LF AND RESIST A

SINGLE CONCENTRATED LOAD OF
200 POUNDS APPLIED AT TOP OF
HANDRAIL PER CBC 1607.8.1.

PTD. STEEL HANDRAIL BRACKET @ 4'-0"
O.C. MAX

EDGE OF STAIR NOSING

DASHED LINE OF STAIR RISER

FACE OF WALL
Detailer for ARCHICAD 1 high 1 wide Notes
+9'-0"
F.F.E.
7/ 11 1/4"
F.C.E.
13 X 31.80 EXPOSED STEEL CCHANNEL; ALIGN W/ BOTTOM

EDGE OF TJI
ALIGN
RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.

EXPOSED TJI & FRAMING &
HANGER HARDWARE; S.S.D.

EXPOSED FASTENERS AT STEEL
C-CHANNEL; S.S.D.

Detailer for ARCHICAD 1 high 1 wide Notes 1'-0"
+10'-0" A.F.F.

RESILIENT FLOORING; SEE

MATERIALS LEGEND &

SPECIFICATIONS
ADHESIVE AS REQ'D PER MFR.

SPECIFICATIONS
PLYWOOD SUBSTRATE; S.S.D.

METAL CHAIN LINK SCREENING
AT OFFICE EDGE; POSTS

FASTENED TO STRUCTURAL
FRAMING W/ 4X HEX BOLT
SCREWS
2X FRAMED PARAPET WALL @
MEZZ. 101

RUBBER BASEBOARD TO MATCH
RESILIENT FLOORING; TYP.

SCREENING BUILT TO RESIST

A CONCENTRATED LOAD OF
200# IN ANY DIRECTION
Detailer for ARCHICAD 1 high 1 wide Notes 1/4"
< 4" MAX.
+ 16'-0" A.F.F.

PTD. MTL. TERMINAL POST CAP
PTD. MTL. TERMINAL POST; TYP.

BOTTOM OF (E) TRUSS CHORD
PTD. MTL. CHAIN LINK MESH
PTD. MTL. RAIL END

ATTACHMENT BAND
PTD. MTL. TENSION BAR
PTD. MTL. TOP RAIL
PTD. MTL. TENSION BAND
Detailer for ARCHICAD 1 high 1 wide Notes
11 3/4"
6 3/4"
3/4"
2"

RESILIENT FLOOR TREAD W/ INTEGRAL
NOSING; SEE MATERIAL LEGEND

RESILIENT FLOOR RISER
FLOORING ADHESIVE; PER MFR.

INSTALLATION REQ'S.
2X WD. CLEAT AT STAIR

TO FLOOR

CONNECTION
2X WD. STAIR STRINGER

PLYWOOD SHEATHING AT STAIR
CARRIAGE; TYP.

PTD. GYP. BD.

UNDER STAIR

CARRIAGE
TREAD
RISER
NOTE: PER CBC 1009.3.2 THE TOLERANCE

BETWEEN THE LARGEST AND SMALLEST RISE

HEIGHT OF BETWEEN THE LARGEST AND

SMALLEST TREAD DEPTH SHALL NOT EXCEED

0.375 INCH IN ANY FLIGHT OF STAIRS
Detailer for ARCHICAD 1 high 1 wide Notes
1 1/2" 1 1/2"
3"
+ 3'-0"

ABOVE TREAD
1-1/2" O.D. STEEL HANDRAIL;
PAINTED. WELD TO HANDRAIL
BRACKET; S.S.D. HANDRAIL TO BE ABLE
TO RESIST 50 POUND/LF AND RESIST A

SINGLE CONCENTRATED LOAD OF
200 POUNDS APPLIED AT TOP OF
HANDRAIL PER CBC 1607.8.1.
3/8" Ø X 3" HEX HEAD LAG
SCREWS.
4X WD. BLOCKING AT EACH BRACKET;
TYP.

PTD. STEEL HANDRAIL BRACKET @ 4'-0"
O.C. MAX
1 SCALE: 1/2" = 1'-0" 5 ENLARGED STAIR PLAN
SCALE: 1/2" = 1'-0" 4 STAIR SECTIONSCALE: 3" = 1'-0"
7 TYP. GUARDAIL AT MEZZ. 102
SCALE: 3" = 1'-0"
8 TYP. SCREEN AT OFFICE HEADER
SCALE: 3" = 1'-0"
9 PLAN: STAIR HANDRAIL EXTENSION
SCALE: 3" = 1'-0"
10 FASCIA DETAIL AT MEZZ. 102 EDGE
SCALE: 3" = 1'-0"
11 SCREEN @ MEZZANINE 101
SCALE: 3" = 1'-0"
12 SCREEN @ BOTTOM OF TRUSS
SCALE: 3" = 1'-0"
5 TYP. STAIR TREAD DETAIL
SCALE: 6" = 1'-0"
6 TYP. STAIR HANDRAIL DETAIL
REVISION - 2/17/2023 SR

Page 170 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

STAIR & RAILING

DETAILS
A7.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
11"
11"
7'-6"
1'-0" 11'-11"
RUN
1'-11"
12'-10"
RUN
6'-2"
9'-0"
0"
18'-0"
9'-0"
STRUCTURAL SHEARWALL; S.S.D.

RE-FRAME WALL AS REQ'.D BASED
ON FIELD ASSESSMENT; PATCH &
REPAIR (E). GYP. WHERE FEASIBLE.

DEMO & REPLACE (E) GYP. WHERE
REQ'D.
(E) WALL-MOUNTED
STAIR HANDRAIL; SEE
DETAIL
(N) WALL-MOUNTED CONTINUOUS
HANDRAIL TO MATCH (E).

DEMO (E) HANDRAIL & GUARDRAIL
FOR (N) GYP. WALL @ STAIR
STRINGER; SEE STAIR SECTIONS. REROUTE (E) FIRE SPRINKLERS & HEADS AS REQ'D.

RE-FRAME WALL AS REQ'.D BASED ON
FIELD ASSESSMENT; S.S.D.

PATCH & REPAIR (E). GYP. WHERE
FEASIBLE. DEMO & REPLACE (E) GYP.

WHERE REQ'D.
(N) WALL-MOUNTED HANDRAIL TO

MATCH (E)
(N) WALL-MOUNTED HANDRAIL TO

MATCH (E)
(N) GYP. WALL @
STAIR; BUILD

AROUND (E) STAIR

STRINGER & EXTEND

RESILIENT FLOORING
OVER GAP.

REPLACE (E) DOOR
TO MEZZANINE 102
(E) DOUBLE-FRAMING @ WALL; REFRAME WALL AS REQ'.D BASED ON FIELD ASSESSMENT; S.S.D.

PATCH & REPAIR (E). GYP. WHERE
FEASIBLE. DEMO & REPLACE (E) GYP.

WHERE REQ'D.

DN
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 29
29 TREADS
30 RISERS
11" TREAD
7 1/4" RISER @ LOWER RUN
11" TREAD
7 1/4" RISER @ UPPER RUN
30 MEZZANINE

LANDING
4'-0 1/2"
4'-4 1/4"

RE-TREAD (E) STAIRS W/ (N)
RESILIENT FLOORING; SEE

MATERIALS SCHEDULE
5 A7.1
S.S.D.
0"

GROUND LEVEL
8'-0"
F.F.E CLG.
9'-0"
T.O. LANDING
SECOND LEVEL F.F.E
3'-2 1/2" 12'-10" 6'-11 1/2"
(E) WALL-MOUNTED
PTD. METAL HANDRAIL

TO REMAIN
(N) BUILT-IN

STORAGE NICHE

UNDERNEATH STAIR
@ METERING TECH
OFFICE; V.I.F.

LINE OF 2X WD.

STRINGER

ASSESS FIRE / WATER
DAMAGE. REPAIR &
REPLACE (E) PTD. GYP. BD.

AS REQ'D. FOR WALLS IN
THIS AREA; TYP.
(E) LOWER STAIR RUN
STRUCTURE TO REMAIN; RETREAD W/ (N) RESILIENT
FLOORING; SEE MATERIALS
SCHEDULE.
(N) DOOR @
MEZZANINE; SEE

DOOR SCHEDULE

REBUILD (E) LANDING
IN KIND; S.S.D
TO MEZZ.
01 02
03 04
05 06
07 08
09 10
11 12
13 15
14 LINE OF 6'-8" MIN. HEAD CLR.

OFFICE
026
STAIR
038

OPEN TO
HALL 019
(UNDER STAIR)

U-TOILET
030
STAIR

LANDING
0"
F.F.E. GROUND LEVEL
8'-0" F.C.E. GROUND LEVEL
9'-0"
F.F.E. LANDING & MEZZ.
18'-0"
F.F.E SECOND LEVEL
26'-0"
T.O. CLG. SECOND LEVEL
D
SIM. 5
A7.1
6'-2" 12'-10" V.I.F TO WALL 8'-4" 16'-8" 1'-4" 8'-0" 7'-8" 8'-0"

RE-TREAD W/ (N) RESILIENT
FLOORING; SEE MATERIALS
SCHEDULE. S.S.D FOR
STRUCTURAL DTLS. (E) STRUCTURAL BEAM
& COLUMNS TO
REMAIN; S.S.D.

ASSESS FIRE / WATER
DAMAGE. REPAIR & REPLACE (E)
FRAMING AS REQ'D. NEW PTD.

GYP. BD. AS REQ'D. FOR WALLS
IN THIS AREA; TYP.
(N) FRAMED CEILING @
RESTROOM CORE; RE-ROUTE
(E) FIRE SPRINKLER HEADS

THIS AREA FOR (N)
RESTROOMS. S.S.D. FOR
STRUCTURAL DTLS.
1-HOUR RATED STAIR;
(PREVIOUSLY EXPOSED; SEE
PHOTOS SHEET A0.3. (N)

STAIR TO BE FULLY ENCLOSED
AT UNDERSIDE; SEE PLANS.

S.S.D. FOR STRUCTURAL DTLS.

AREA OF PRIMARY FIRE
& WATER DAMAGE
3/8/2023
(N) FRAMED WALL;
SEE WALL TYPES; SEE
INT. ELEVS.
(E) TRUSSES TO BE REPLACED; S.S.D.
16 17
18 19
20 21
22 23
24 25
26 27
28 29
LINE OF 6'-8" MIN. HEAD CLR.

WAREHOUSE
025
STAIR
038

U-TOILET
030
STAIR

LANDING

U-TOILET
029

CUSTODIAN
028

MEZZANINE
102
STRG.
204

MECH / HVAC SPACE
30 2
2 SCALE: 1/2" = 1'-0" 11 STAIR 038 - ENLARGED PLAN
SCALE: 1/2" = 1'-0" 10 STAIR 038 - LOWER STAIR SECTIONSCALE: 1/2" = 1'-0" 4 STAIR 038 - UPPER STAIR SECTION REVISION - 11/17/2023 SR

Page 171 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXTERIOR DETAILS
A8.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
Detailer for ARCHICAD 2 high 1 wide Notes

ROUGH OPENING

SHEATHING

LIQUID APPLIED

MEMBRANE

WINDOW UNIT

COPPER HEAD

FLASHING W/ FULLY

SOLDERED END
CAPS

LIQUID APPLIED MEMBRANE

O/ COPPER FLASHING

FLUID APPLIED AIR

BARRIER
NOTE:

GENERIC 'LIQUID MEMBRANE' W.P.

DETAILS FOR REF., VERIFY W/ MFR.

WARRANTY & INSTALL PER MFR.

INSTRUCTIONS

2. APPLY MEMBRANE ASSEMBLY AT
ROUGH OPENING MIN. 6" O/ F.O.

WALL

1. 2.

1. PREPARE ROUGH OPENING; FILLING
JOINTS AND SEALING SEAMS IF REQ.

3. INSTALL SHIMS AND
WINDOW

3. 4. INSTALL METAL HEAD FLASHING,

COORDINATE W/ TRIM IF APPLICABLE

4. 5. APPLY LIQUID MEMBRANE O/

FLANGE OF HEAD FLASHING

5. 6. ROLL OR SPRAY AIR BARRIER

ONTO WALL, LAPPING AT
OPENINGS PER MFR. REQ.

6. 2" MIN
6"
6"
NOTE:
• ANY COPPER TO BE 20 OZ. MIN.
• ANY S.S. OR GSM TO BE 22 GA.

MIN.
• FASTEN AND ASSEMBLE ALL

FLASHING TO AVOID GALVANIC

ACTION B/W DISSIMILAR METALS
Detailer for ARCHICAD 1 high 1 wide Notes

SHEATHING
W.P. MEMBRANE

ROUGH OPENING

1. INSTALL W.R. GRACE

BITUTHENE OR APPROVED
EQUIV. W.P. MEMBRANE AT SILL
& FOLD 6" DOWN, EXTENDING
8-10" TO EACH SIDE.

DO NOT ATTACH LOWER EDGE;

MEMBRANE WILL LAP OVER

BUILDING PAPER

2. INSTALL W.R. GRACE BITUTHENE
OR APPROVED EQUIV. W.P.

MEMBRANE TO JAMBS OF ROUGH
OPENING & FOLD MIN. 6" OVER
SHEATHING, 6" ABOVE ROUGH
OPENING & 6" BELOW ROUGH
OPENING.

BUILDING PAPER TO LAP OVER JAMB
MEMBRANE.

3. INSTALL W.R. GRACE

BITUTHENE OR APPROVED
EQUIV. W.P. MEMBRANE TO

WRAP INTO ROUGH OPENING
AT WINDOW/DOOR HEAD.

EXTEND 6" BELOW T.O. ROUGH
OPENING.

BUILDING PAPER TO LAP OVER
HEAD MEMBRANE.
6"
8"-10"
6"
6"
6"
6"
Detailer for ARCHICAD 1 high 1 wide Notes

PAN FLASHING LAPS O/

MEMBRANE WRAP

ROUGH FRAMING

SHEATHING
"WR GRACE BITUTHANE" W.P.

MEMBRANE OR APPROVED
EQUIV., WRAP INTO ROUGH

OPENING

METAL PAN FLASHING,

SOLDERED PAN FITS INTO

ROUGH OPENING (USE NO

FASTENERS THROUGH PAN)

INTERIOR FLANGE

COORDINATES W/ SILL &/OR

FINISH FLOOR
4"
±3"
6"
6"
NOTE:

BUILDING PAPER (NOT SHOWN FOR

CLARITY) WRAPS OVER SIDE JAMBS

AND UNDER SILL PAN & MEMBRANE
Detailer for ARCHICAD 1 high 1 wide Notes

FINISH MATERIAL
AIR BARRIER, SEE SPEC.

METAL HEAD FLASHING, RUN

FULL WIDTH OF HEAD CASING,

RETURN BACK AGAINST

BUILDING & EXTEND ANOTHER
4" MIN. IF NO CASING, EXTEND

DOWN OVER WINDOW

NAILING FIN

ROUGH OPENING
FLASHING MEMBRANE; SEE
SPEC.
4"
1/2" MIN
NOTE:
• ANY COPPER TO BE 20 OZ. MIN.
• ANY S.S. OR GSM TO BE 22 GA. MIN.
• FASTEN AND ASSEMBLE ALL

FLASHING TO AVOID GALVANIC

ACTION B/W DISSIMILAR METALS
1/2" HEMMED DRIP EDGE

HEAD CASING (IF APPLICABLE)
Detailer for ARCHICAD 1 high 1 wide Notes
INTERIOR FINISH; VARIES
PTD. MDF. WINDOW TRIM
CASING; TYP.

THERMALLY BROKEN ALUM.

SLIDING WINDOW; SEE

SCHEDULE
LAP W.P. MEMBRANE O/ (E)

BUILDING WRAP
INSECT SCREEN @ ACTIVE LEAF;
TYP.

METAL JAMB TRIM TO MATCH (E)
(N) CORRUGATED MTL. SIDING
WHERE REQ'D. SEE ELEVATIONS
EXT.

INT.

Detailer for ARCHICAD 1 high 1 wide Notes
(E) BUILDING WRAP OVER

EXTIOR PLYWOOD SHEATHING
THERMALLY BROKEN ALUM.

SLIDING WINDOW SEE

SCHEDULE
#9 HEX-HEAD SCREW W/ EPDM
GASKET SPACED 12" O.C. TYP. AT

EXTERIOR
PTD. WOOD OR MDF TRIM
PIECE AROUND WINDOW; TYP.

WINDOW SILL W.P. MEMBRANE;

LAP O/ (E) BUILDING WRAP

METAL SILL TRIM TO MATCH (E)
SEALANT AND BACKER ROD;
TYP.

INT. EXT.

INSULATED GLAZING PER T-24;

SEE WINDOW SCHEDULE

INTERIOR FINISH (VARIES)
Detailer for ARCHICAD 1 high 1 wide Notes
1/2"
(E) BUILDING WRAP OVER

EXTIOR PLYWOOD SHEATHING
#9 HEX-HEAD SCREW W/ EPDM
GASKET SPACED 12" O.C. TYP. AT

EXTERIOR
CORRUGATED METAL SIDING;

ALL (N) SIDING TO MATCH (E)

METAL JAMB TRIM TO MATCH (E)

METAL HEAD FLASHING TRIM
WINDOW HEAD W.P.

MEMBRANE; LAP O/ HEAD

FLASHING TRIM
THERMALLY BROKEN ALUM.

SLIDING WINDOW
(TRANSOM); SEE SCHEDULE

INTEGRAL INSECT SCREEN

SHOWN DASHED
ALUM. WINDOW SLIDER HEAD
INT. EXT.

CONTINUOUS CORD LOOP

ROLLER SHADE AT WINDOW
HEAD; TYP.

INSULATED GLAZING PER T-24;

SEE WINDOW SCHEDULE
PTD. WOOD OR MDF TRIM
PIECE AROUND WINDOW; TYP.

Detailer for ARCHICAD 1 high 1 wide Notes
2"
4 1/2"
2" 2"
INTERIOR FINISH; VARIES

POWDER COATED METAL JAMB
TRIM TO WRAP O/ INT. WALL

THERMALLY BROKEN FIXED

STOREFRONT WINDOW JAMB
STILE

THERMALLY BROKEN FIXED

STOREFRONT DOOR STILE
W.P. MEMBRANE O/ (E)
BUILDING PAPER; TYP.

CORRUGATED METAL SIDING;
TYP.

LINE OF THRESHOLD BELOW;

SEE THRESHOLD DETAIL
INSULATED GLAZING; SEE T-24
EXT.

INT.

Detailer for ARCHICAD 1 high 1 wide Notes 10 1/4"
4"
1/4"
1/2"
INSULATED GLAZING PER T-24

DOOR BOTTOM RAIL / KICK
PLATE

LINE OF INTERIOR FACE OF
WALL

LINE OF FRAME BEYOND
TYP. METAL DOOR THRESHOLD

TO MATCH FRAME
INT.

EXT.
(E) CONCRETE SLAB FINISH TO
REMAIN AS-IS, U.O.N.
(E) EXT. CONCRETE SIDEWALK;
TYP.

Detailer for ARCHICAD 1 high 1 wide Notes 1" 2" 1"
3"
5"
2"
2"
(E) BUILDING WRAP OVER

EXTIOR PLYWOOD SHEATHING
#9 HEX-HEAD SCREW W/ EPDM
GASKET SPACED 12" O.C. TYP. AT

EXTERIOR
CORRUGATED METAL SIDING;

ALL (N) SIDING TO MATCH (E)

METAL HEAD TRIM TO MATCH (E)

METAL DRIP EDGE HEAD

FLASHING

METAL HEAD FLASHING TO

WRAP INTERIOR WALL
THERMALLY BROKEN ALUM.

STOREFRONT DOOR W/ FIXED
TRANSOM & SIDELITES; SEE

SCHEDULE
INSULATED GLAZING PER T-24
LINE OF EXT. TRIM BEYOND
LINE OF INT. WALL BEYOND

EDGE OF STOREFRONT FRAME
BEYOND
INT. EXT.

Detailer for ARCHICAD 1 high 1 wide Notes 6" MIN. LAP

NEW CORRUGATED METAL

SIDING (SHOWN DASHED) TO
MATCH EXISTING.

CONTRACTOR TO VERIFY

CORRUGATION SPECIFICATION

APPLY CONTINUOUS BUTYL

MASTIC TAPE TO ALL

OVERLAPPING SEAMS OF NEW

CORRUGATED METAL SIDING

AND EXISTING SIDING
#9 SCREW W/ EPDM GASKET
PLACED AT 60" MAX. O.C. UP
PANEL. REMOVE AND REPLACE

ANY EXISTING SCREWS TO

ALLOW FOR PROPER SIDING

OVERLAP

APPLY EXPANDABLE FOAM

SEALER WHERE APPLICABLE FOR
EDGE STABILITY. EM SEAL OR
APPROVED EQUIV.

EXT.

SCALE: 3" = 1'-0"
1 TYP. WINDOW W.P. SEQUENCE - FLUID MEMBRANE
SCALE: 3" = 1'-0"
3 TYP. WINDOW W.P. SEQUENCE - SHEET MEMBRANE
SCALE: 3" = 1'-0"
4 TYPICAL WINDOW SILL FLASHING
SCALE: 3" = 1'-0"
5 TYPICAL WINDOW HEAD FLASHING
SCALE: 3" = 1'-0"
7 TYP. WINDOW JAMB DETAIL
SCALE: 3" = 1'-0"
8 TYP. WINDOW SILL DETAIL
SCALE: 3" = 1'-0"
9 TYPICAL WINDOW HEAD DETAIL
SCALE: 3" = 1'-0"
10 TYP. STOREFRONT JAMB DETAIL
SCALE: 3" = 1'-0"
11 TYP. STOREFRONT THRESHOLD DETAIL
SCALE: 3" = 1'-0"
12 TYP. STOREFRONT HEADER DETAIL
SCALE: 6" = 1'-0"
6 NEW CORRUGATED SIDING INSTALLATION DETAIL

Page 172 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

EXTERIOR DETAILS
A8.2

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
CL
9 --
12 --
3 --
6 --
SEE SCHED.
10'-10"
25'-3"
0"
16'-11 3/4"
3'-4 3/4"

STANDING SEAM

METAL ROOF TO
MATCH (E). MATCH
(E) ROOF PITCH
ALUM. STOREFRONT
SYSTEM; SEE DOOR
SCHED.

EXT. SIDEWALK @ ENTRY
(E) CORRUGATED
MTL. SIDING.

PTD. STEEL TCONNECTOR @

KING POST &
BEAM
(N) STANDING
SEAM MTL. ROOF

TO MATCH (E)
(N) EXPOSED WD. BEAMS &

RAFTERS
EXPOSED WD.

COLUMN; S.S.D.

Detailer for ARCHICAD 1 high 1 wide Notes

STANDING SEAM METAL ROOF
TO MATCH (E); TYP.

METAL RIDGE CAP

WATERPROOFING MEMBRANE

OVER EXTERIOR CDX PLYWOOD
SHEATHING; S.S.D.

EXPOSED WD. RAFTER; S.S.D.

KING POST @ CROSS BEAM;
S.S.D.
2X WD. SKIP BLOCKING @ RIDGE
STRUCT. POST CAP CONNECTOR
@ KING POST; S.S.D.

NOTE: ALL METAL HARDWARE

CONNECTORS TO BE PAINTED

BLACK PRIOR TO INSTALLATION
S.S.D.

EXPOSED WD. RDIGE BEAM;
S.S.D.

Detailer for ARCHICAD 1 high 1 wide Notes

MATCH (E)

ROOF PITCH

STANDING SEAM METAL ROOF
TO MATCH (E); TYP.
2X SB VENT
STRUCT. CONNECTOR @ EA.

RAFTER @ OVERHANG; H2.5A OR
EQUIV. S.S.D.

STRUCT. CONNECTOR @ EA.

RAFTER @ OVERHANG; A34 OR
EQUIV. S.S.D.

STRUCT. CONNECTOR @
EACH RAFTER; A35 OR
EQUIV. S.S.D.

WD. COLUMN; S.S.D.

NOTE: ALL METAL

HARDWARE

CONNECTORS TO BE

PAINTED BLACK PRIOR

TO INSTALLATION
S.S.D.

S.S.D.

WATERPROOFING MEMBRANE

OVER EXTERIOR CDX PLYWOOD
SHEATHING; S.S.D.

EXPOSED WD. RAFTER; S.S.D.

STRUCT. WD. BEAM; S.S.D.

STRUCT. JOIST HANGER; S.S.D.

EXPOSED WD. BEAM; S.S.D.

ECCQ POST CAP @ COLUMN;
S.S.D.

STANDING SEAM METAL ROOF
TO MATCH (E); TYP.

WATERPROOFING MEMBRANE

OVER EXTERIOR CDX PLYWOOD
SHEATHING; S.S.D.

EXPOSED WD. RAFTER; S.S.D.

GALV. MTL. GUTTER W/ RAIN
NOTE: ALL METAL LEADER (DO NOT PAINT)

HARDWARE

CONNECTORS TO BE

PAINTED BLACK PRIOR

TO INSTALLATION
Detailer for ARCHICAD 1 high 1 wide Notes
WD. COLUMN; S.S.D.

STRUCT. STEEL KNIFE PLATE
CONNECTION @ WD. COLUMN
BASE W/ 1" STEEL RISER BLOCK;
"CONNEXT" OR APPROVED
EQUIV.; S.S.D.

S.S. MASONRY SCREWS AS
REQ'D. PER PLATE CONNECTION
MFR.
(E) CONC. SIDEWALK
NOTE: ALL METAL

HARDWARE

CONNECTORS TO BE

PAINTED BLACK PRIOR

TO INSTALLATION
8'-0"
10'-0"
(E) SIDEWALK & ASPHALT

PARKING SURFACE
M03
ALUM.

STOREFRONT
SYSTEM; SEE
DOOR SCHED.

EXPOSED WD. COLUMN; S.S.D.

M08
EXPOSED WD. JOISTS W/ MTL.

FASTERS & HANGERS; S.S.D.

EXPOSED WD. RIDGE BEAM
EXPOSED WD. BEAM; S.S.D.

STRUCTURAL
BLOCKING @
BEAM
CONNECTION;
S.S.D.

EXT.

INT.
1 SCALE: 1/2" = 1'-0" 7 ENTRY AWNING ELEVATION DETAIL
SCALE: 1 1/2"= 1'-0" 3 DETAIL @ RIDGE BEAMSCALE: 1 1/2"= 1'-0" 6 DETAIL @ POSTSCALE: 1 1/2"= 1'-0" 9 GUTTER DETAIL @ EAVE OVERHANGSCALE: 1 1/2"= 1'-0" 12 CURB DETAIL SCALE: 1/2" = 1'-0" 10 ENTRY AWNING FASCIA SECTION
REVISION - 2/17/2023 SR

Page 173 of 1236 ends

SHEET NO.:

SHEET TITLE:

PROJECT/CLIENT:

APPROVALS:

STAMP:

INTERIOR DETAILS
A9.1

DATE:

DRAWN:

CHECKED:

SCALE:
2202
12/19/2022
SR
KG
AS NOTED ON 24" X 36"
REVISIONS: BY:

PRINTED:11/22/23, 11:31AM

BUILDING PERMIT
Detailer for ARCHICAD 2 high 1 wide Notes 8'-0" 4" 2'-6" 2'-0" 2'-6" 8" V.I.F. 2'-0"
1'-0"
1/4" SOLID SURFACE
COUNTERTOP; SEE FINISHES
SCHED.
1/4" SOLID SURFACE
BACKSPLASH; SEE FINISHES
SCHED.

EXPOSED PLYWOOD CABINET
DOOR; OVERLAY

EXPOSED PLYWOOD UPPER
DOOR; OVERLAY
PLYWOOD CARCASS; TYP.

WD. BLOCKING AS REQ'D' TYP.

EXPOSED PLYWOOD SOFFIT
HEADER TO MATCH CABS;

ALIGN W/ CABINET DOOR
FACE

EXPOSED PLYWOOD
ADJUSTABLE SHELF; TYP.

EXPOSED PLYWOOD BASE
(E) CONCRETE FLOOR; TYP.

ADJUSTABLE SHELF; TYP.
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.

EXPOSED TJI STRUCT. FRAMING
M07
M07
PREFINISHED CARCASS; TYP.
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.

Detailer for ARCHICAD 2 high 1 wide Notes 8'-0" 4" 2'-6" 2'-0" 2'-6" 2'-0"
1'-0"
1/4" SOLID SURFACE
COUNTERTOP; SEE FINISHES
SCHED.
1/4" SOLID SURFACE
BACKSPLASH; SEE FINISHES
SCHED.

EXPOSED PLYWOOD CABINET
DOOR; OVERLAY

EXPOSED PLYWOOD UPPER
DOOR; OVERLAY
PLYWOOD CARCASS; TYP.

WD. BLOCKING AS REQ'D' TYP.

EXPOSED PLYWOOD
ADJUSTABLE SHELF; TYP.

EXPOSED PLYWOOD BASE
(E) CONCRETE FLOOR; TYP.

EXPOSED PLYWOOD
ADJUSTABLE SHELF; TYP.
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.

PREFINISHED CARCASS; TYP.

PTD. GYP. CLG.

M07
M07
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.

Detailer for ARCHICAD 2 high 1 wide Notes 2'-10"
2'-0"
8'-0"

EXPOSED PLYWOOD
ADJUSTABLE SHELF; TYP.

EXPOSED PLYWOOD WORKTOP
SURFACE; 2X LAYER

EXPOSED OPEN PLYWOOD
FACE FRAME CABINET BASE;

NO DOORS
(E) PLYWOOD WALL FINISH
EXPOSED PLYWOOD BASE; TYP.

EXPOSED PLYWOOD EDGE; NO

VENEER OR EDGE BANDING
EXPOSED TJI STRUCT. FRAMING
(N) LINEAR LED LIGHT FIXTURE

WHERE OCCURS ON PLANS
Detailer for ARCHICAD 2 high 1 wide Notes
CL
1 1/2"
6'-8"
4"
2'-2"
(E) CONCRETE FLOOR; TYP.

PTD. GYP. BD., TYP.

BLOCKING & FRAMING AS REQ'D.

EXPOSED PLYWOOD INTERIOR;

FINISH W/ CLEAR SEMI-GLOSS
POLYURETHANE; 2 COATS
MIN.

EXPOSED PLYWOOD DOOR;
OVERLAY; NO VENEER EDGE
BANDING; TYP. FINISH
MTL. HANGER ROD

LINE OF EDGE OF CABINET

FACE BEYOND

EXPOSED PLYWOOD TOE-KICK

ADJUSTABLE PLYWOOD SHELF
4X CONCEALED CAB. HINGES;
HAEFELE OR EQUIV.

Detailer for ARCHICAD 1 high 1 wide Notes
VARIES
4"
F.O.F. F.O.F.
5/8" PTD. GYP. BD. REF.

FINISHES SCHEDULE FOR PAINT
COLOR
TYP. WD. FRAMING
(E) FINISHED FLOOR; PLANS &

FINISHES SCHEDULE
TYP. 4" RUBBER BASE; SEE SPEC.

INT. INT.

Detailer for ARCHICAD 1 high 1 wide Notes
1/4" THICK SOLID SURFACE
ADHERED TO PLYWOOD; REF.

MFR. REQ'S. FOR PROPER

ADHESIVE
2X LAYER OF PLYWOOD W/
EXPOSED EDGE; NO VENEER

EDGE BANDING
EXPOSED PLYWOOD DOOR; NO
VENEER EDGE BANDING;

FINISH W/ CLEAR SEMI-GLOSS
POLYURETHANE; 2 COATS MIN.
4" BLACK MTL. PULL @ CABINET
DOORS; BERENSON BRAVO OR
APPROVED EQUIV.
1 1/2"
Detailer for ARCHICAD 1 high 1 wide Notes
2X LAYER OF 3/4" PLYWOOD
W/ EXPOSED EDGE; NO

VENEER EDGE BANDING

EXPOSED PLYWOOD FACE
FRAME; NO VENEER EDGE
BANDING; FINISH W/ CLEAR
SEMI-GLOSS POLYURETHANE; 2
COATS MIN.

Detailer for ARCHICAD 1 high 1 wide Notes
1 1/2"
3/4" PLYWOOD FRAME W/
EXPOSED EDGE; NO VENEER
EDGE BANDING.

PTD. GYP. BD.; TYP.

EDGE OF PLYWOOD FRAME
BEYOND

EXPOSED PLYWOOD FACE
FRAME; NO VENEER EDGE
BANDING; FINISH W/ CLEAR
SEMI-GLOSS POLYURETHANE; 2
COATS MIN.

BLOCKING & FRAMING AS
REQ'D.

EXPOSED PLYWOOD INTERIOR;
TYP. FINISH. CABINET

INTERIOR
2 2
SCALE: 1 1/2"= 1'-0" 4 CABINET SECTION @ BREAK ROOMSCALE: 1 1/2"= 1'-0" 7 CABINETRY SECTION @ BULL ROOMSCALE: 1 1/2"= 1'-0" 10 CABINETRY SECTION @ WORKSHOPSCALE: 1 1/2"= 1'-0" 1 COAT CLOSET @ DRINKING FOUNTAIN SCALE: 6" = 1'-0"
3 TYP. BASEBOARD DETAIL
SCALE: 6" = 1'-0"
6 TYP. COUNTERTOP DETAIL
SCALE: 6" = 1'-0"
9 TYP. WORKBENCH DETAIL
SCALE: 6" = 1'-0"
12 COAT CLOSET HEAD DETAIL
REVISION - 11/17/2023 SR

Page 174 of 1236 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS

NOTES/TYPICAL DETAILS
“ ”
”
“
”
® ® ® ® ® ® ®
02/17/23

Page 175 of 1236 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS
GROUND FLOOR STRUCTURAL PLAN GROUND FLOOR STRUCTURAL PLAN TYP. WINDOW INFILL DETAIL TYP. DOOR INFILL DETAIL 02/17/23

Page 176 of 1236 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS
CEILING/MEZZANINE PLAN/DETAILS CEILING/MEZZANINE PLAN LEDGER DETAIL FRAMING @ CORRIDOR LEDGER @ EXTERIOR DETAIL BLOCKING DETAIL 02/17/23

Page 177 of 1236 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS
MISCELLANEOUS DETAILS ENTRY AWNING DETAIL AWNING ROOF FRAMING PLAN HSS COLUMN DETAIL DETAIL @ BREAK ROOM 02/17/23

Page 178 of 1236 ends

®
®
®
®
®
®
11/17/23

Page 179 of 1236 ends

2nd FLOOR FRAMING REPAIR TYP. TOP PLATE BREAK STRAP ROOF FRAMING REPAIR FLOOR FRAMING DETAIL TYP EAVE DETAIL INSIDE CORNER DETAIL PARTIAL BUILDING SECTION 11/17/23

Page 180 of 1236 ends

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS

MECHANICAL CALCULATIONS/NOTES
02/17/23

Page 181 of 1236 ends

MECHANICAL LAYOUT/EQUIPMENT SCHEDULES

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS GROUND FLOOR MECHANICAL LAYOUT EQUIPMENT SCHEDULE 02/17/23

Page 182 of 1236 ends

MECHANICAL DETAILS MECHANICAL LONG SECTION DETAIL
HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS TYPICAL ADA RESTROOM TYP. DUCT HANGER DETAIL TYP. EQUIPMENT WOOD CONNECTION DETAIL PIPE HANGAR DETAIL HOT WATER HEATER INSTALLATION DETAIL TYP. EQUIPMENT CFS CONNECTION DETAIL CONDENSATE DRAIN DETAIL 02/17/23

Page 183 of 1236 ends

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24BU14* 30BU14* 36BU14* 36CU14* 42CU14*

NOMINAL RATINGS
cooling (Btu/h) 24,000 36,000 36,000 s6,ooo 42,000
BLOWER
Diameter 10" 10" 10" 10" 10"
Width 5" 5" 6" 8" 8"
(OIL CONNECTIONS
Liquid 3/8" 3/8" 3/8" 3/8" 3/8"
Suction 3/4" 3W 3W 3/4" 3/4"
Coil Drairi Curmect (FPT) 3/4" 3/4" 3/4" 3/4" 3/4"

ELECTRICAL DATA
Voltage 208/230 208/230 208/230 208/230 208/230
Minimum Circuit Ampacity 5.8/5.8 5.6/5.6 5.6/5.6 7.1/7.1 5.9/5,9 Max. Overcurrent Device
15/15 15/15 15/15 15/15 15/15
(Amps)
MinimumVAC 197 197 197 197 197
MaximumVAC 253 253 253 253 253
Blower Motor
Full Load Amps (FLA) 4.6 4.5 4.5 5.7 4.7
Horsepower (HP) ¾ ¾ ¾ ¾ ¾
SHIP WEIGHT (LBS.) 112 129 129 153 153
�.i\irfcv; [email protected] static

AMST AMST AMST
48CU14* 48DU14* 60DU14*
48,000 48,000 60,000
10" 10" 11"
10" 10" 10"
3/8" 3/8" 3/8"
7/8" 7/8" 7/8"
3/4" 3/4" 3/4"
208/230 208/230 208/230

7.1/7.1 8.6/8.6 8,6/8.6
15/15 15/15 15/15
197 197 197
253 253 253

5.9 6.9 6.9
¾ ¾ ¾
153 155 167

HEATER KIT MODEL
AMST24BU1400AA 0/0
HKS*03XC* 10.8/12.5
HKS*0SXC* 17.3/20
HKs•o oxc• 21.7/:!5
HKS*08XC* 28.9/33.J
HKS*10XC* 34.7/40
H KSC15XA 208 34.7
HKSC1SXB 240 40
AMST30BU1400AA 0/0
HKS*0JXC* 10.8/12.5
HKS*05XC* 173/20
HKs�osxe 21.7/25
HKS*0SXC* 28.9/33.3
HKS*l0XC* 34.7/40
HKSC15Xfa.208 34.7
HKSC15Xl3 240 40
AMST36BU1400AA 0/0
HKS*03XC* 10.8/12.5
HKS*0SXC* 17.3/20
HKS*Ooxc• 21.7/25
HKS*0BXC* 28.9/33.J
HKS*lOXU 34.7/40
H KSC15XA 208 34.7
HKSC1SXB 240 40
AMST36CU1400AA 0/0
I-IKS*0JXC* 10.8/12.5
HKS*0SXC* 17.3/20
--.,s1J;
1 +Mg.+ ••
01◄--••

5.8/5.8 15/15
19(21.4 20/25
27/30.8 30ffi
TL'd/37 35/40

41.9/47 45/50

49.1/56 50/60

49.1 50

55.8 60

5.6/5.6 15/15
19/21.3 20/25
27/30.6 30/35

32.7/37 35/40
42(47.3 45/50
49/55.6 50/60
49 so

55.6 60

5.6/5.6 15/15
19/21.3 20/25
27/30.6 30/35
32,7/37 35/40
42/47.3 45/50
49/55.6 50/60
40 50

55.6 60

7.1/7.1 15/15

20.7/23 25/25
29/32.1 30/35

17.3 21.7 25
20 25

17.3 21.7 25
20 25 25

17.3 21.7 25
20 25

SINGLE-POINT KIT
MCA
1 ..

70.8 80

80.8 90

70.8 80
S0.8 90

70.8 80

80.8 90
Note; t,s,ume, d,v :uil; SUM correctio11 for ,vet coil= 4% (20�\I / 2L0v') HKs�osxe 21.7/25 34/38.4 35/40

AIR HANDLER
HKS*0SXC' 28.9/33.3
I-IKS*l0XC* 34.7/40
I-IKS*lSXF* 0/0
H KSC15XA 208 :!-4.7
HKSC15XB 240 40
HKSC19CH 208 34.7
HKSC19CB 240 40
AMST42CU1400AA 0/0
I IKS*0JXC* 10.8/12.5
HKS*0SXC* 17.3/20
HKs�o5xc� 21.7/25
HKS*0SXC' 28.9/33.3
I IKS*l0XC* 34.7/-10
I IKS*lSXF" 0/0
H KSC15XA 208 34.7
HKSC15XB 240 40
HKSC19Ci\ 208 34.7
HK5Cl9CB 240 40
See notes on page 8.
w/HEAT SPECIFICATIONS
I
GSZB4
I
GSZB4
I
GSZB4
01810A* 02410A* 03010A
"'

NOMINAL CAPACITIES
Cooling (BTU/h) 18,000 24.000 30,000
He�ti.1g (BTLJ/h;
, 18,000 24,000 30,000
Decibels 70 74 75

COMPRESSOR
RLA 5.1 8.4 14.1
LRA 35.1 41.2 67.9
Stc1ge Single Single Single
Type Rotary Rotary Scroll

CONDENSER FAN MOTOR
Motor Type PSC PSC PSC
Horsepower J/6 1/6 1/6
FLA 0.95 0.95 0.95

REFRIGERATION SYSTEM
Refrigerant Line Size
1 Liquid Line Size ("O.D.) ¾" %" ¾"
Suction Line Size {"O.D.) ¾" ¾" ¾"
Refrigerant Connection Size
Liquid Valve Size ("O.D.) ½" ½" ½"
Suction Valve Size ("O.D.) ¾"
¾" ¾"
Valve Connection Type Sweat Sweat Sweat
Refrigerant Charge (oz.) 94 92 94

ELECTRICAL DATA
Volts/Phase (60 Hz) 208/230 208/230 208/230
Minimum Circuit A.mpacit'{' 8.6 11.S 18.6
Max. Overcurrent Protection' 15 15 30
Min J Max Volts 197/253 197/253 197 /253
Electrical Conduit Size 1/2" or 3/4" 1/2" or 3/4" 1/2" or 3/4"

UNIT WEIGHTS
Equipment Weir.ht (lbs i 161 150 175
Ship Weight \lbs) 176 175 190
I
GSZB4
I
GSZB4
03610A* 04210A"'
'36,000 42,000
36,000 42,000
72 75

15.0 17.7

91.9 110.2
Single Single
Scroll Scroll
PSC P5C
1/6 J/4
097 1.3
½" %"
3//' 1½"
½" ½"
½" ½"
Sweat Sweat
114 157
208/230 208/230
21 23.4
35 40
197 /253 197/253
1/2" or 3/4" 1/2" or 3/4"
214 264
234 284
'/\'ire sile shou d be dete.-mined in accodJnce with NcJtional ClectricJI Code:; extensi··,e wi re runs ,.,_,,11 require IJ
rger ·nire s ze�
NOTES
f,,l,.�·ays check the S&li. plat<: fur electrical Cata un the unit JeInr; nstalled. lnstolle· will need le iJpply½"' to 11/," adapters for suction line �cnnections. un·c ·s �harged with refrigerant for 15· c:sf %'' liqu"d line. S{stern dnr�e must be adju:ted per nst2llatbn ln;Tuctions Final Ch2 r
,;e Pmcedure.

I
GSZB4
I
04810A*
48,000
48,000
74 J.9.9
110.0
Single
Scroll
PSC
1/4

1.3 ¾"
.1½"
½"
¼"
Sweat
222
208/230

26.2 45
197 /253
1/2" or 3/4"
272
292
43(48.8

50.5/57

7.1/7.1

50.5 57.1

5.9/5.9
19/21.5
28/30.CJ
33/37.1
12(�7.5
�9/55.9

5.9/5.9

49.2 55.9

49.2 55.9
GSZB4
06010A*
60,000
60,000
75 25.6
150.0
Single
Scroll
P5C
l/4

1.3 ½"
J¼"
½"
½"
Sweat
269
208/230

33.3 50
197/253
1/2" or 3/4"
305
325
lrmallcti0n ol thPSP units r2quir?'. th0 1p2citied TX'/ Ki� to he irEtalled on t�e indcm ,,nil. THE SPEClrlEO TXV IS DETERl-.1 NED G\' THE OUTDOOR UNIT NOT THE \JDOOR CCIL

HEAT PUMP SPECIFICATIONS
45/50
60/60
15/15 30/34.f:i
60 17.3
60 20
60 34.7
60 40
15/15
20/25
30/3.S
35/40
�5/50
50/60
15/15 30/345
50 17.3
60 20
50 34.7
60 40
30/34.6 40/45

17.3 25
20 25

34.7 45
40 50
38/43 40/45

21.7 25
25 25

43.3 45
50 50

72.1 80

82.1 90

93.9 100
107 110

70.9 80

80.9 90

92.5 100
106 110

THESE PLANS ARE ORIGINALLY
PRINTED ON 24"x36" PAPER.
�1 INCH�
This drawing or drawing set shall not be used for construction unless a jurisdictional stamp (County, City, State, Federal) has been issued on the drawing, stating "FOR PERMIT" or similar verbiage, a wet signed professional engineer's stamp, and permit documents have been issued for the project.

REVISIONS BY
& 11-17-23 GKK
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Date NOV 17 '23
Scale AS NOTED
Design ETA
Drawn GKK
Job COU2201.2
Sheet
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11/17/23

Page 184 of 1236 ends

ELECTRICAL LAYOUT/NOTES GROUND FLOOR ELECTRICAL LAYOUT
HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS ”
02/17/23

Page 185 of 1236 ends

PANEL SCHEDULE
METER / MAIN SWITCH BOARD "MSB"
ENCLOSURE: NEMA 4 WALL MOUNT
22 KAIC VOLTS: 240 Y PHASE: 3 WIRE:4
AMPS

CKT LOAD DESCRIPTION A B C BREAKER BREAKER A
1 PANEL "1" A S7 I 400 200 I 35
3 PANEL "1" B 49 I 400 200 I
5 PANEL "1" C 0 I 400 200 '
7 HVAC 297 I 300 200 I
19 9 HVAC 297 I 300 200 I
11 HVAC 297 I 300 200 I
13 200 I
28 15 200 I
17 200 '
19 21
23 SUBTOTAL AMPS 354 346 297 82
TOTAL AMPS 436 412 350
PANEL "1" -INTERIOR SWITCHBOARD
ENCLOSURE: NEMA 4 WALL MOUNT MANUFACTURER: EXISTING
22 KAIC VOLTS: 240Y PHASE: 3 WIRE:4
AMPS

CKT LOAD DESCRIPTION A B C BREAKER BREAKER A
1 PANEL "5" 2 100 100 , 0
3 "" 7 100 100 I
5 "
"
0 100 100 I
7 PANEL "4" 24 ' 100 100 I 31
9 "
"
16 100 100 I
11 13
15 17
19 21
23 25
27 29
31 33
35 37
39 41
SUBTOTAL AMPS 25.5 23.0 0 31.2
TOTAL AMPS 57 49 0
PANEL "2" NOT USED
ENCLOSURE: NEMA 4 WALL MOUNT MANUFACTURER: EXISTING
22 KAIC VOLTS: 240 Y PHASE: 1 WIRE:4
AMPS

CKT LOAD DESCRIPTION A B C BREAKER BREAKER A
1 3
5 7
9 11
13 15
17 19
21 23
25 27
29 31
33 35
37 39
41 SUBTOTAL AMPS 0 0 0 0
TOTAL AMPS 0 0 0
PANEL "3" -SOUTHWEST SECTION
ENCLOSURE: NEMA 4 WALL MOUNT MANUFACTURER: EXISTING
22 KAIC VOLTS: 120/240 PHASE: 1 WIRE: 3
AMPS

CKT LOAD DESCRIPTION A B BREAKER BREAKER A
1 5/6 027 RECEPS 7.5 20 20 13
3 1/6 027, 031 RECEPS 7.5 20 20
s 5/11 032,032 RECEPS 7.5 20
7 4/11 032 RECEPS 6 20
9 027, 028, 029, 030, 031 LIGHTING 3.2 I 20
11 "" I 20
13 15
17 19
21 23
25 27
29 31
33 35
37 39
41 SUBTOTAL AMPS 18.2 13.5 0 13
TOTAL AMPS 31 27 0
AMPS
B C
31 24
17 18
18 12
66 53
AMPS
B C
0 0
27 26.S 0
AMPS
B C
0 0
AMPS
B
13 13 0
MAIN: 1000

LOAD DESCRIPTION
PANEL 116" A
PANEL 11611 B
PANEL 11611 C
PANEL "7" A
PANEL "7" B
PANEL "7" C
PANEL "8" A
PANEL "8" B
PANEL "8" C

SUBTOTAL AMPS
MAIN: 400A

LOAD DESCRIPTION
PANEL "2"
""
""
PANEL "3"
""

SUBTOTAL AMPS
MAIN: 100A

LOAD DESCRIPTION

SUBTOTAL AMPS
MAIN: 100A

LOAD DESCRIPTION
027 DEDICATED SMALL APP.
032 DEDICATED SMALL APP.

SUBTOTAL AM PS
CKT
2 4
6 8
10 12
14 16
18 20
22 24
CKT
2 I
4 6
8 10
12 14
16 18
20 22
24 26
28 30
32 34
36 38
40 42
CKT
2 4
I
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 CKT
2 4
I
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 ENCLOSURE: NEMA 4 WALL MOUNT
22 KAIC

CKT LOAD DESCRIPTION
1 6/9 201 RECEPS
3 3/9 201, 3/4 202 RECEPS
5 1/4 202,203 RECEPS
7 204 RECEPS
9 205 RECEPS
11 039, 201,202,203,204,205 LIGHTING
13 Ill!
15 17
19 21
23 25
27 29
31 33
35 37
39 41

SUBTOTAL AMPS

TOTAL AMPS
ENCLOSURE: NEMA 4 WALL MOUNT
22 KAIC

CKT LOAD DESCRIPTION
1 036 RECEPS
3 035 RECEPS
5 SPACE
7 SPACE
9 032, 033, 034, 035, 036, 039 LIGHTING
11 Ill!
13 15
17 19
21 23
25 27
29 31
33 35
37 39
41 SUBTOTAL AMPS

TOTAL AMPS
ENCLOSURE: NEMA 4 WALL MOUNT
22 KAIC

CKT LOAD DESCRIPTION
1 018, 1/3 EXTERIOR RECEPS
3 5/5 018 GFCI, 1/2 024 RECEPS
5 020, 021, 1/3 EXTERIOR RECEPS
7 022, 023, 1/2 024, 029, 030, 038
9 025 RECEPS
11 026 RECEPS
13 018, 019, 020, 021, 022, 023, 024, 025, 026, 038 LIGHTING 15 Ill!
17 19
21 23
25 27
29 31
33 35
37 39
41 SUBTOTAL AMPS

TOTAL AMPS
A
9 9
6 24
24 A

1.5 0

1.5 2
A
9 9

4.3 22.3
35 PANEL "4" -2ND FLOOR
VOLTS: 120/240 PHASE: 1
I
AMPS

B BREAKER
20 9 20
20 6 20
20 0.9
I 20
I
20 15.9
16 PANEL "S" - South East Section
VOLTS: 240V PHASE: 3
I
AMPS

B C BREAKER
20 4.5 20
0 20
20 2.6
I
20 I
20 7.1 0
7 0
PANEL "6" -CENTRAL SECTION
VOLTS: 240V PHASE: 3
I
AMPS

B C BREAKER
20 9 20

7.5 20
20 9 20
6 20
I 20
I 20
18 13.5
31 24
MANUFACTURER: EXISTING
WIRE: 3
AMPS
BREAl<ER A B
0 0
MANUFACTURER: EXISTING
WIRE:4
AMPS

BREAKER A B
0 0
MANUFACTURER: EXISTING
WIRE:4
AMPS

BREAKER A B
20 13
20 13
20 13 13
MAIN: 100A

LOAD DESCRIPTION

SUBTOTAL AMPS
MAIN: 100A

C LOAD DESCRIPTION
0 5UBTOTAL AMPS
MAIN: 200A

C LOAD DESCRIPTION
018 DEDICATED SMALL APP.
018 DEDICATED SMALL APP.
10 012 DEDICATED DRINKING FNT.
10 SUBTOTAL AMPS
Cl<T
2 4
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 CKT
2 4
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 Cl<T
2 4
6 8
10 12
14 16
18 20
22 24
26 28
30 32
34 36
38 40
42 THESE PLANS ARE ORIGINALLY
PRINTED ON 24"x36" PAPER.
f.- 1 INC H --I
This drawing or drawing set shall not be used for construction unless a jurisdictional stamp (County, City, State, Federal) has been issued on the drawing, stating "FOR PERMIT" or similar verbiage, a wet signed professional engineer's stamp, and permit documents have been issued for the project.

REVISIONS BY
fil 2-17-23 GKK
'/.�,,,g.

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Date DEC 19 ·22
Scale AS NOTED
Design ETA
Drawn GKK
Job COU22O1
Sheet
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02/17/23

Page 186 of 1236 ends

ELECTRICAL PANEL SCHEDULES 2
HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS SINGLE LINE DIAGRAM-(E) 1000A SERVICE-TO BE REPLACED SINGLE LINE DIAGRAM-(N) 1000A SERVICE/GENERATOR 02/17/23

Page 187 of 1236 ends

Commercial Offim Load Calculations Panel 1 Loads Feeds Pannels 2,3,4,5 Panel 2 Loads Main Switch Board Fed From M.S.B. Fed From Panel 1
Service Voltage 120/240, 3Ph 4W 4 Wire 3 Phase, 120/240 4 Wire 3 Phase, 120/240 House Loads 0 General Receptacles 12780 VA CEC 220.14(1) 0 General Receptacles 0 VA CEC 220.14(1) 125% Lighting @ 3VA/SQFT: 13151 VA CEC T220.12 125% Lighting @ 3VA/SQFT: 0 VA CEC T220.12 HVAC Subtotal General loads: 25931 VA Subtotal General loads: 0 VA RCU -1 123314.4
(x3) EV chargers at 40A each 49824
Total Connected Load: 288641 VA
Building total amps 3 phase : 695 Amps
Service Equipment Rating: 1000 Amps
Total Demand Loads: 52876 VA Total Demand Loads: 0 VA
Required Bus Ampacity: 220 Amps Required Bus Ampacity: 0 Amps Required Service Equipment Rating: 400 Amps Required Service Equipment Rating: 100 Amps Panel 5 Loads Panel 6 Loads
Fed From Panel 1 Fed From M.S.B.
4 Wire 3 Phase, 120/2.40 4 Wire 3 Phase, 120/240
24 General Receptacles 4320 VA CEC 220.14(1) 33 General Receptacles 5940 VA CEC 220.14(1) 125% Lighting @ 0.75VA/SQFT: 6543.75 VA CEC T220.12 125% Lighting @ 2VA/SQFT: 7402.5 VA CEC T220.12 Subtotal General loads: 10863.75 VA Subtotal General loads: 13342.5 VA A��liance Loads
Dedicated Small Appliar1ce 13A@120V 780 VA
Dedicated Small Appliar1ce 13A@l20V 780 VA
Subtotal Appliance Loads: 1560 VA
Demand Rated appliance loads @65%: 1014 VA CEC T220.56
+ Total Demand Loads: 10864 VA
Required Bus Ampacity: 45 Amps Total Demand Loads: 14357 VA Required Service Equipment Rating: 100 Amps Required Bus Ampacity: 60 Amps Required Service Equipment Rating: 200 Amps
Voltage drop calculations
Resistance based on 3 current carrying conductors, 0.85 PF, Cu wire, buried pvc conduit. CEC Chapter 9 Table 9. circuit Z at 2% VD min CU wire THWN @80% table
interrupt (.02*240=4.SV) 310. lS(B)( 16) for 4 current carrying req. wire ga. CU THWN, Description volts phases rating I, amps L, K feet Z=VD/(1.732I L) cond. chap.9 table 9, .85 pf MSB 240 3p 4w 1000 800 0.1 0.0346 (x4) runs of 4 #250 MCM (x4) #1/0 Panell 240 3p 4w 400 168 0.300 0.0550 (x2) runs of #4/0 #2/0 Panel2 240 3p 4w 100 80 0.010 3.4642 #1/0 #14
Panels 240 3p 4w 100 80 0.150 0.2309 #1/0 #3
Panel6 240 3p 4w 200 150 0.240 0.0770 #4/0 #4/0
Panel7 240 3p 4w 200 150 0.190 0.0972 #4/0 #2/0
Panel8 240 3p 4w 200 150 0.090 0.2053 #4/0 #2/0
HVAC 240 3p 4w 300 297 0.320 0.0292 #500 MCM (x2) #350 MCM EV charger panel 240 3p 4w 200 150 0.090 0.2053 #4/0 #2 Z at 2% VD
( .02*240=4.SV)
Z=VD/(2 I L) Min CU wire THWN (2) current req. wire ga. CU THWN, carrying cond. table 310.15(8)(16) chap.9 table 9, .85 pf Panel 3 240 lp 3w 100 80 0.010 3.0000 #2 #14
Panel 4 240 lp 3w 100 80 0.040 0.7500 #2 #8
Panel 3 Loads
Fed From Panel 1
3 Wire, 1 phase 120/240
21 General Receptacles 3780 VA CEC 220.14(1)
125% Lighting @ 0. 75VA/SQFT: 2697 VA CEC T220.12
Subtota I Genera I loads: 6477 VA
Appliance Loads
Dedicated Small Appliance 13A@l20V 780 VA
Dedicated Small Appliance 13A@l20V 780 VA
Subtotal Appliance Loads: 1560 VA
Demand Rated appliance loads @65%: 1014 VA CEC T220.S6
Total Demand Loads: 7491 VA
Required Bus Ampacity: 31 Amps
Required Service Equipment Rating: 200 Amps ""No main
Panel 7 Loads
Fed From M.S. B.
4 Wire 3 Phase, 120/240
34 General Receptacles 7200 VA CEC 220.14(1)
125% Lighting @ 2VA/SQFT: 4312.5 VA CEC T220.12
Subtota I Genera I loads: 11512.5 VA
Total Demand Loads: 11513 VA
Required Bus Ampacity: 48 Amps
Required Service Equipment Rating: 200 Amps
minimum required PVC
required wire ga. schedule 40 conduit size
(x4) runs of 4 #250 MCM (x4) 3"
(x2) runs of #4/0 (x2) 2 1/2"
#1/0 2"
#1/0 2"
#4/0 2 1/2"
#4/0 2 1/2"
#4/0 2 1/2"
(x2) #350 MCM 3 1/2"
#4/0 2 1/2"
#2 3/4"
#2 1"
Panel 4 Loads
Fed From Panel 1
3 Wire, 1 phase 120/240
26 General Receptacles
125% Lighting @ 2VA/SQFT:

Subtotal General loads:

Total Demand Loads:

Required Bus Ampacity:

Required Service Equipment Rating:

Panel 8 Loads
Fed From M.S.B.
4 Wire 3 Phase, 120/240
30 Gener.al Receptacles
125% Lighting @ 2VA/SQFT:

Subtotal General loads:

Total Demand Loads:

Required Bus Ampacity:

Required Service Equipment Rating:
4680 VA
3910 VA
8590 VA
8590 VA
36 Amps
100 Amps
5400 VA
4412.5 VA
9812.5 VA
9813 VA
41 Amps
200 Amps
CEC 220.14(1)
CEC T220.12
CEC 220.14(1)
CEC T220.12

THESE PLANS ARE ORIGINALLY
PRINTED ON 24"x36" PAPER.
f.-1 INC H --I
This drawing or drawing set shall not be used for construction unless a jurisdictional stamp (County, City, State, Federal) has been issued on the drawing, stating "FOR PERMIT" or similar verbiage, a wet signed professional engineer's stamp, and permit documents have been issued for the project.

REVISIONS BY
fil 2-17-23 GKK
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02/17/23

Page 188 of 1236 ends

11/17/23

Page 189 of 1236 ends

GROUND FLOOR PLUMBING PLAN

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS
PLUMBING PLAN NOTES: PRESSURE LOSS CALCULATIONS PIPE SIZING CALCULATIONS PLUMBING LEGEND 02/17/23

Page 190 of 1236 ends

GROUND FLOOR DRAINAGE PLAN

HASTINGS ELECTRIC SERVICE CENTER TENANT IMPROVEMENTS

DRAINAGE PLAN PIPE SIZING CALCULATIONS
02/17/23

Page 191 of 1236 ends

Page 192 of 1236 ends

Page 193 of 1236 ends

Abbay Technical Services
Building Energy Consultants
1125 16th St., Ste. 216 Arcata, CA 95521
707.826.1433
[email protected]
TITLE 24 BUILDING ENERGY REPORT
1350 Hastings Rd., APN 180-070-19-00
City of Ukiah TI Hastings Electrical Service
Ukiah, CA 95482
T24.3
C-39696
(REN / ALEXANDER ARCHITECTS)
C-39696
(REN / ALEXANDER ARCHITECTS)
11/21/2023
11/21/2023
Architect
Architect

Page 194 of 1236 ends

Abbay Technical Services
Building Energy Consultants
1125 16th St., Ste. 216 Arcata, CA 95521
707.826.1433
[email protected]
TITLE 24 BUILDING ENERGY REPORT
1350 Hastings Rd., APN 180-070-19-00
City of Ukiah TI Hastings Electrical Service
Ukiah, CA 95482
T24.4
C-39696
(REN / ALEXANDER ARCHITECTS)
707-367-8020

Page 195 of 1236 ends

Abbay Technical Services
Building Energy Consultants
1125 16th St., Ste. 216 Arcata, CA 95521
707.826.1433
[email protected]
TITLE 24 BUILDING ENERGY REPORT
1350 Hastings Rd., APN 180-070-19-00
City of Ukiah TI Hastings Electrical Service
Ukiah, CA 95482
T24.5
C-39696
(REN / ALEXANDER ARCHITECTS)
707-367-8020

Page 196 of 1236 ends

Abbay Technical Services
Building Energy Consultants
1125 16th St., Ste. 216 Arcata, CA 95521
707.826.1433
[email protected]
TITLE 24 BUILDING ENERGY REPORT
1350 Hastings Rd., APN 180-070-19-00
City of Ukiah TI Hastings Electrical Service
Ukiah, CA 95482
T24.1
C-39696
(REN / ALEXANDER ARCHITECTS)
707-367-8020
6

Page 197 of 1236 ends

Job Name:

Job #:

The construction contract dated 04/09/24 between Kirby Construction Company, Inc. and City of Ukiah is hereby modified and amended by the following deviations from the original plans and specifications:

It is mutually agreed that for such change the contract price is increased by $ 18,306.12 payable with the payment becoming due under the original construction agreement.

Time for completion of the above cited subcontract work is hereby extended NO days beyond All other work provisions of the original Contract and agreement shall remain in full force and effect, without change because of above deviations.

Contract Summary
Original Contract Value
Previously Approved Change Orders
This Change Order
Total Revised Contract Value
Signature Date
Signature Date
Signature Date
CHANGE ORDER Hastings TI
001
2010‐2
June 25, 2024
Furnish additional labor and materials based upon ASI 002:

1. Flor 19.7”x19.7” CPT Tile, style Rush Street, color Grey

2. Additional framing/insulation

3. Additional drywall/tape/paint
Furnish additional labor and materials based upon ASI 007:

1. Demo existing drywall to 9' AFF to expose and safe‐off all in‐wall electrical

2. Demo ALL existing wall lights and infill with framing and interior finish to match existing.

3. Demo owner constructed “fake fire place”.

4. Demo existing exhaust fans (x2). Owner to dispose.

5. Demo existing exterior wall vent grills on either side of (E) roll up door and infill with framing, exterior siding, and interior finish to
match existing.

6. Install approximately 900 sq.ft. drywall. Tape, finish, and paint new drywall. any completion date set forth in the original Contract for such work.

Change No. 1
$   2,446,340.00
$                     ‐
Client/Owner
625 Ware Ave. Santa Rosa, CA 95404  T: 707.526.0880  F: 707.526.1878  License No. 812509 $         18,306.12
$   2,464,646.12
Kirby Construction
Architect
06-25-2024
06-25-24
Cindy Sauers 06/25/24
Attachment 2

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6/25/24
06-25-2024

Page 199 of 1236 ends

Page 200 of 1236 ends

Page 201 of 1236 ends

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Page 203 of 1236 ends

Page 204 of 1236 ends

Page 205 of 1236 ends

Page 206 of 1236 ends

Job Name:

Job #:

It is mutually agreed that for such change the contract price is increased by 10,602.02$ payable with the payment becoming due under the original construction agreement.

Time for completion of the above cited subcontract work is hereby extended 0 days beyond All other work provisions of the original Contract and agreement shall remain in full force and effect, without change because of above deviations.

Contract Summary
Original Contract Value
Previously Approved Change Orders
This Change Order
Total Revised Contract Value
Signature Date
Signature Date
Signature Date
Architect
$ 18,306.12
$ 10,602.02
$ 2,475,248.14
Change No. 1
Hastings TI
2010-2
Client/Owner
Kirby Construction
any completion date set forth in the original Contract for such work.

CHANGE ORDER
002
July 19, 2024
625 Ware Ave. Santa Rosa, CA 95404 T: 707.526.0880 F: 707.526.1878 License No. 812509 Change Order Request #005 captures the Additional Fire Damage Repairs from drawings dated 7/17/24.
$ 2,446,340.00
07-19-2024

Page 207 of 1236 ends

CITY OF UKIAH ORDER NO. 2
CONTRACT CHANGE ORDER DATE: 07/18/24
Contract for (Description of Facility): Electric Service Center Tenant Improvements & Fire Damage Repair, Spec. No. 24-01 Owner: City of Ukiah, 300 Seminary Avenue, Ukiah, California, 95482-5400 To (Contractor): Kirby Construction Company, Inc., 625 Ware Ave., Santa Rosa, CA 95404 You are hereby directed to make the herein described changes from the contract plans and specifications or do the following described work not included in the contract plans and specifications: Office and Custodian Room Size Change; Demolition of Bull Room Change requested by: City of Ukiah and Kirby Construction Justification (Detailed and Concise): Additional fire damage to truss, requiring splicing for structural loading.

The amount of the Contract will be (decreased/increased/unchanged) by the estimated sum of: Ten thousand, six hundred two dollars and two cents ($10,602.02.)
The contract total including this, and previous Change Orders will be: Two Million, Four Hundred Seventy-Five Thousand, Two Hundred Forty-Eight Dollars and Fourteen Cents ($2,475,248.14).

The contract period provided for completion will be (increased/decreased/unchanged): 0 day.

This document will become a supplement to the contract and all provisions will apply hereto.

Approved By: ___Cindy Sauers________________ ____07/18/24___________ Cindy Sauers, Electric Utility Director Date
City of Ukiah
Accepted: ___________________________________ ________________ Kirby Construction Co., Inc. Date
This information will be issued as a record of any changes to the original construction contract.

Description of Changes - Itemized Breakdown

ESTIMATED
DECREASE to
Contract
Amount

ESTIMATED
INCREASE to
Contract Amount

1. Furnish additional labor and materials for additional fire damage repairs. See attached for drawing and breakdown of costs.
$10,602.02
2 ESTIMATED NET CHANGE IN CONTRACT PRICE $10,602.02
07-19-2024

Page 208 of 1236 ends

Client: City of Ukiah Date: 07/17/24
Attention: Kali Gordon
Project: COR #005 - Additional Fire Damage Repairs Job Number: 2010-2 Description:

Clarifications:

Standard
Exclusions

CSI CODE DESCRIPTION COSTS
10100 Project Management 400.00
10104 Supervision 500.00
10121 General Conditions/On Site Supervision 550.00
10141 Equipment 768.75
02070 Soft Demolition 2,000.00
06010 Carpentry 5,000.00
Subtotal 9,218.75

10.0% 921.88
Bond @ 2.5% 253.52

2.0% 207.88
Total 10,602.02
This bid is valid for 30 days unless accepted in writing by owner.

Respectfully Submitted By:

Architect Date
Owner Date
Date
625 Ware Ave. Santa Rosa, CA 95404 T: 707.526.0880 F: 707.526.1878 Lic No. 812509 Change Order Request #005
Approved By:

Fee @
Insurance @
Change Order Request #005 captures the Additional Fire Damage Repairs from drawings dated 7/17/24. 0 Testing, Special Inspections, Hazardous Materials Testing or Removal, Utility Connection Fees, Permits, Design, Engineering, Miscellaneous Fees, and Overtime.

Approved By:

Approved By:
07/18/24
Cindy Sauers 07/18/24

Page 209 of 1236 ends

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Job Name:

Job #:

It is mutually agreed that for such change the contract price is increased by $ 115,158.13 payable with the payment becoming due under the original construction agreement.

Time for completion of the above cited subcontract work is hereby extended 5 days beyond All other work provisions of the original Contract and agreement shall remain in full force and effect, without change because of above deviations.

Contract Summary
Original Contract Value
Previously Approved Change Orders
This Change Order
Total Revised Contract Value
Signature Date
Signature Date
CHANGE ORDER Hastings TI
003
2010-2
August 8, 2024
Change Order Request #004 captures the Revison 1 plan changes dated 6/14/24:

1. Window Revisons: Supply & install the following exterior nail on fin windows:Dark bronze, Standard hardware, 1" OA insulated units
Windows 115, 116, 117, 118, 119, 120.

2. Door Revisions: Supply & install the following exterior storefront: Dark bronze, Panic hardware, Offset pull handles, 1" OA insulated
units Door E05. Increase E04 door height to 10' and remove transom from scope.

3. Plumbing Revisions: Fixture Cost Change for Drinking Fountains (X2), Breakroom Sink (1), Bull Room Sink (1), and Ready Room Sink (1).

4. Roof Revisions: Large box gutter at 2nd level fire damage.

5. Drywall Revisions: Added gypsum board in various locations due to additional required demolition for MEP.

6. Security Revisons: Per ASK / ASI 013 - 'Add an alarm key pad at the (E) Warehouse 034 door as shown…'

7. Fire Alarm Permit: Added fees to pull permit at cost. Excluded in bid proposal.

8. Ramp at Mezzanine: Install new ramp and handrail per plans.

9. Additional carpentry and material for structural changes.

10. Drywall Deduct: Per ASK 12 dated 7/17/24.

11. Drywall Deduct: Area between Ready Room and Bull Room Change Order Request #006 captures the Fire Extinguisher Cabinets in ASK 017 issued 7/31/24.

1. Install 3 (N) fire extinguisher cabinets to match existing per plans.

2. Replace glass in 3 (E) fire extinguisher cabinets.

3. Re-locate 1 (E) fire extinguisher cabinet.

Change Order Request #007 captures Electrical and Data per plan markup dated 7/30/24. 5 data and 2 outlets previously installed have been deducted from this proposal. any completion date set forth in the original Contract for such work.

Change No. 3
$ 2,446,340.00
$ 28,908.14
Client/Owner
625 Ware Ave. Santa Rosa, CA 95404 T: 707.526.0880 F: 707.526.1878 License No. 812509 $ 115,158.13
$ 2,590,406.27
Kirby Construction 08-08-2024

Page 211 of 1236 ends

CITY OF UKIAH ORDER NO. 3
CONTRACT CHANGE ORDER DATE: 8/7/2024
Contract for (Description of Facility): Electric Service Center Tenant Improvements & Fire Damage Repair, Spec. No. 24-01 Owner: City of Ukiah, 300 Seminary Ave., Ukiah, California, 95482-5400 To (Contractor): Kirby Construction Company, Inc., 625 Ware Ave., Santa Rosa, CA 95404 You are hereby directed to make the herein described changes from the contract plans and specifications or do the following described work not included in the contract plans and specifications:

Change requested by: UEUD.

Justification (Detailed and Concise): These are three different CO requests, COR#004 is for Contract Revision changes. COR#006 is For new required Fire Extinguishers and to repair existing and relocating existing Fire Extinguishers. COR#007 is for Data Ports that have to be installed that were not included in original scope The amount of the Contract will be (decreased/increased/unchanged) by the estimated sum of: One Hundred Fifteen Thousand One Hundred Fifty-Eight Dollars Thirteen Cents ($115,158.13).

The contract total including this and previous Change Orders will be: Two Million Five Hundred Ninety Thousand Four Hundred Six Dollars Twenty-Seven Cents ($2,590,406.27).

The contract period provided for completion will be (increased/decreased/unchanged): 5 days.

This document will become a supplement to the contract and all provisions will apply hereto.

Approved By:___________________ _______________
(City) Date
Accepted:_______________________ _______________
(Contractor) Date
This information will be issued as a record of any changes to the original construction contract.

Description of Changes - Itemized Breakdown

ESTIMATED
DECREASE To
Contract
Amount

ESTIMATED
INCREASE To
Contract Amount

1. COR #004 – Rev 1 Plan Changes 1. Window 2. Door 3. Plumbing 4. Roof 5. Drywall

6. Security 7. Fire alarm 8. Ramp 9. Additional Carpentry 71,214.32

2. COR #006 - Fire Extinguisher Cabinets, install 3, replace glass in 3 & re-locate 1 2,673.87

3. COR #007 – Additional electrical outlets and new Data Ports

41,269.94

4. 5.

6. 7.

ESTIMATED NET CHANGE IN CONTRACT PRICE 115,158.13

TOTAL CHANGE OF CONTRACT PRCE

$115,158.13
8/8/2024
08-08-2024

Page 212 of 1236 ends

Client: City of Ukiah Date: 08/02/24
Attention: Kali Gordon
Project: COR #004 r.3 - Revision 1 Changes Job Number: 2010-2 Description:

Clarifications:

Standard
Exclusions

CSI CODE DESCRIPTION COSTS
10100 Project Management 800.00
10104 Supervision 1,000.00
10121 General Conditions/On Site Supervision 1,725.00
10141 Equipment 2,416.25
02070 Soft Demolition 2,600.00
06010 Carpentry 10,100.00
07510 Roofing & Flashing 2,935.00
08000 Doors & Windows 17,055.00
09250 Drywall 24,119.00
09250 Drywall Deduct -8,233.96
09900 Painting 1,350.00
15300 Fire Protection 645.00
15400 Plumbing & Piping 4,290.00
16000 Electrical & Data 1,121.51
Subtotal 61,922.80

10.0% 6,192.28
Bond @ 2.5% 1,702.88

2.0% 1,396.36
Total 71,214.32
This bid is valid for 30 days unless accepted in writing by owner.

Respectfully Submitted By:

Architect Date
Owner Date
Date
625 Ware Ave. Santa Rosa, CA 95404 T: 707.526.0880 F: 707.526.1878 Lic No. 812509 Change Order Request #004 r.4
Approved By:

Fee @
Insurance @
Change Order Request #004 captures the Revison 1 plan changes dated 6/14/24:

1. Window Revisons: Supply & install the following exterior nail on fin windows:Dark bronze, Standard hardware, 1" OA insulated units Windows 115, 116, 117, 118, 119, 120.

2. Door Revisions: Supply & install the following exterior storefront: Dark bronze, Panic hardware, Offset pull handles, 1" OA insulated units Door E05. Increase E04 door height to 10' and remove transom from scope.

3. Plumbing Revisions: Fixture Cost Change for Drinking Fountains (X2), Breakroom Sink (1), Bull Room Sink (1), and Ready Room Sink (1).

4. Roof Revisions: Large box gutter at 2nd level fire damage.

5. Drywall Revisions: Added gypsum board in various locations due to additional required demolition for MEP.

6. Security Revisons: Per ASK / ASI 013 - 'Add an alarm key pad at the (E) Warehouse 034 door as shown…'

7. Fire Alarm Permit: Added fees to pull permit at cost. Excluded in bid proposal.

8. Ramp at Mezzanine: Install new ramp and handrail per plans.

9. Additional carpentry and material for structural changes.

10. Drywall Deduct: Per ASK 12 dated 7/17/24.

11. Drywall Deduct: Area between Ready Room and Bull Room Data revisions not included.

Testing, Special Inspections, Hazardous Materials Testing or Removal, Utility Connection Fees, Permits, Design, Engineering, Miscellaneous Fees, and Overtime.

Approved By:

Approved By:
08/02/24
8/5/2024

Page 213 of 1236 ends

Price includes all labor, materials, freight and tax.

Payable by check, cash or credit card.

There is a 3% processing fee for all card payments.

Lic #949519
NOR CAL GLASS PRODUCTS, INC.

PO BOX 1301
ROHNERT PARK, CA 94927-1301
707-206-9660
[email protected]

ADDRESS
Kirby Construction
625 Ware Ave
Santa Rosa, CA 95404
Change Order 6526 CO1
DATE 07/03/2024

JOB NAME
Ukiah Electric Service Center

ACTIVITY AMOUNT
Labor & Installation Fees
Supply & install the following exterior nail on fin windows:

Dark bronze
Standard hardware
1" OA insulated units
Windows 115, 116, 117, 118, 119, 120
Supply & install the following exterior storefront:

Dark bronze
Panic hardware
Offset pull handles
1" OA insulated units
Door E05
Increase E04 door height to 10' and remove transom from scope.

Decrease width of windows 106 and 107 to 3'.
17,055.00
Clarifications
Install only, excludes removal of existing windows.

Rough openings to be prepared to accept windows by others.

Terms:

Signed estimate & 25% deposit to place order.

Balance due upon completion.

SUBTOTAL 17,055.00
TAX 0.00
TOTAL $17,055.00

Page 214 of 1236 ends

CSLB#1035251 DIR#1000054143 707-583-3163

A UNION SHOP -SBE- DVBE
Bid Proposal & Scope Letter
Date: 06/27/24 707-583-3163
To: estimating
job name: UKIAH ELECTRIC CENTER
Specification Sections/Scope:

CO1
092900-Gyp board

1. ADDED GYPSUM BOARD AT THE FOLLOWING LOCATIONS:

SEE THE ATTACHED MARKED-UP DRAWING LINED IN BLUE-NEW PROSED FLOOR PLAN AND

MEZZANINE
COST -$24,119.00
P.O. Box 7340, Cotati, CA 94931-9991 1

Page 215 of 1236 ends

Your Company Name Here
Section Markup
Ukiah Electic Service
CO # 1
Bid No. 92
Selected Sections: 09260 Drywall
Selected Typical Areas:

Selected Areas: Ground Floor, Mezz Level
Estimator: Job Status: Awarded
Job Class: Bid Date/Time: 6/24/2024 8:38:59 AM
Wage Type: Union Plans Date: 6/26/2024
Material Labor Equipment Other Total
Bid total 2,998.79 12,081.51 0.00 0.00 15,080.30
Profit % 5.00 % 142.80 0.00 5.00 575.31 0.00% 0.00 0.00% 718.11 Overhead 10.00% 259.64 0.00 10.00% 1,046.02 0.00% 0.00 0.00% 1,305.65 PerDiem -- -- 0.00 -- 0.00
Sub Total 2,596.35 10,460.18 0.00 0.00 13,056.54
Tax/Burden % 8.75 % 208.90 0.00 0.00 % 0.00 0.00 % 0.00 0.00 208.90 Escalation % 0.00 % % 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 Cleanup -- 0.00 0.00 -- 0.00
Supervision 0.00 -- -- -- 0.00
Stock -- -- 0.00 0.00 0.00
Net Totals 10,460.18 2,387.45 0.00 0.00 0.00 12,847.64
--
--
--

0.00 0.00
--

0.00 0.00

0.00%

0.00 Subs

0.00 0.00%

1.63%

10.00%

5.00%
Sub Totals 2,387.45 10,460.18 0.00 0.00 0.00 12,847.64
Grand Total: 15,080.30
07/24/2024 11:08 am Page 1

Page 216 of 1236 ends

Your Company Name Here
Section Markup
Ukiah Electic Service
CO # 1
Bid No. 92
Selected Sections: 09261 Taping
Selected Typical Areas:

Selected Areas: Ground Floor, Mezz Level
Estimator: Job Status: Awarded
Job Class: Bid Date/Time: 6/24/2024 8:38:59 AM
Wage Type: Union Plans Date: 6/26/2024
Material Labor Equipment Other Total
Bid total 390.15 8,648.68 0.00 0.00 9,038.83
Profit % 5.00 % 18.58 0.00 5.00 411.84 0.00% 0.00 0.00% 430.42 Overhead 10.00% 33.78 0.00 10.00% 748.80 0.00% 0.00 0.00% 782.58 PerDiem -- -- 0.00 -- 0.00
Sub Total 337.79 7,488.03 0.00 0.00 7,825.82
Tax/Burden % 8.75 % 27.18 0.00 0.00 % 0.00 0.00 % 0.00 0.00 27.18 Escalation % 0.00 % % 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 Cleanup -- 0.00 0.00 -- 0.00
Supervision 0.00 -- -- -- 0.00
Stock -- -- 0.00 0.00 0.00
Net Totals 7,488.03 310.61 0.00 0.00 0.00 7,798.64
--
--
--

0.00 0.00
--

0.00 0.00

0.00%

0.00 Subs

0.00 0.00%

0.35%

10.00%

5.00%
Sub Totals 310.61 7,488.03 0.00 0.00 0.00 7,798.64
Grand Total: 9,038.83
07/24/2024 11:09 am Page 1

Page 217 of 1236 ends

Your Company Name Here
Section Markup
Ukiah Electic Service
CO # 1
Bid No. 92
Selected Sections: 09260 Drywall, 09261 Taping
Selected Typical Areas:

Selected Areas: Ground Floor, Mezz Level
Estimator: Job Status: Awarded
Job Class: Bid Date/Time: 6/24/2024 8:38:59 AM
Wage Type: Union Plans Date: 6/26/2024
Material Labor Equipment Other Total
Bid total 3,388.94 20,730.19 0.00 0.00 24,119.13
Profit % 5.00 % 161.38 0.00 5.00 987.15 0.00% 0.00 0.00% 1,148.53 Overhead 10.00% 293.41 0.00 10.00% 1,794.82 0.00% 0.00 0.00% 2,088.24 PerDiem -- -- 0.00 -- 0.00
Sub Total 2,934.15 17,948.21 0.00 0.00 20,882.36
Tax/Burden % 8.75 % 236.08 0.00 0.00 % 0.00 0.00 % 0.00 0.00 236.08 Escalation % 0.00 % % 0.00 0.00 0.00 0.00% 0.00 0.00 0.00 0.00 Cleanup -- 0.00 0.00 -- 0.00
Supervision 0.00 -- -- -- 0.00
Stock -- -- 0.00 0.00 0.00
Net Totals 17,948.21 2,698.07 0.00 0.00 0.00 20,646.28
--
--
--

0.00 0.00
--

0.00 0.00

0.00%

0.00 Subs

0.00 0.00%

1.14%

10.00%

5.00%
Sub Totals 2,698.07 17,948.21 0.00 0.00 0.00 20,646.28
Grand Total: 24,119.13
07/24/2024 11:06 am Page 1

Page 218 of 1236 ends

Ukiah City CouncilJanuary 15, 2025

Ukiah City Council
January 15, 2025