San Luis Obispo City Council
February 4, 2025

Item 5e
Manufacturer  Model  Estimated Value  Quantity  Total
Tait TB8100 $ 500 4 $ 2,000
Raytheon JPS SNV-12 $ 400 2 $ 800
Grand Total $ 2,800
Auction
It is recommended that the remainder of the surplus equipment be auctioned per the policies and procedures that govern how surplus materials are disposed of provided in Section 480-B of the Financial Management Manual. The remainder of the equipment is as follows:

Manufacturer  Model
Estimated
Value  Quantity  Total
Tait  TB8100  $ 500 24 $ 12,000
Raytheon JPS SNV-12  $ 400 3 $ 1,200
Tait  QS2 Central Processor  $ 250 8 $ 2,000
Tait  T801 Reference  $ 100 3 $ 300
Grand Total $ 15,500
Previous Council or Advisory Body Action
Council approved the Public Safety Radio Infrastructure Replacement project, which made this equipment obsolete at the April 6, 2021, Council Meeting.

Public Engagement
This item is on the 02/04/2025 City Council meeting agenda and will follow all required postings and notifications. The public will have an opportunity to comment on this item at or before the meeting.

ENVIRONMENTAL REVIEW
The California Environmental Quality Act (CEQA) does not apply to the recommended actions in this report, because none of the actions constitute a “Project” under CEQA Guidelines Sec. 15378.

Item 5e

FISCAL IMPACT
Budgeted: No Budget Year: 2024-25
Funding Identified: N/A
Fiscal Analysis:

Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Fund $0 $0 $0 $0
State
Federal
Fees
Other:

Total $0 $0 $0 $0
Staff conservatively estimates that the sale of surplus items will generate approximately $10,000 at auction. Funds generated by the sale of surplus items will be returned to the General Fund.

ALTERNATIVES

1. Council could decide to deny the surplus designation. Denial of the surplus designation would result in e-waste costs to dispose of the property and would deny partner agencies the ability to serve the community better; therefore, staff does not recommend this alternative.

2. Council could specify a different mix of surplus methods. For example, Council could approve the transfer to only one of the partner agencies listed and direct a greater share to auction.

ATTACHMENTS
None.

Item 5f
Department: Information Technology
Cost Center: 1101
For Agenda of: 2/4/2025
Placement: Consent
Estimated Time: N/A
FROM: Greg Hermann, Deputy City Manager
Prepared By: Rebecca Cox, Business Analyst
SUBJECT: AUTHORIZATION TO ADVERTISE THE FINANCE AND IT OFFICE TENANT IMPROVEMENT PROJECT, SPECIFICATION NO. 2000114-02

RECOMMENDATION

1. Approve the Project Plans and Special Provisions for the Finance and IT Office Tenant Improvement (TI) Project, Specification 2000114-02; and,

2. Authorize advertisement of the Finance and IT Office Tenant Improvement Project; and,

3. Authorize the City Manager to award the Construction Contract pursuant to Section

03.24.190 of the Municipal Code, for the Finance and IT Office Tenant Improvement project Specification No. 2000114-02 if the lowest responsive bid is within the Engineer’s Estimate of $1,464,200; and

4. Authorize the City Engineer to approve Contract Change Orders up to the available project budget; and

5. Authorize the Finance Director to appropriate up to $249,000 in funding from Capital Projects Reserve Fund to award construction contract for the Finance and IT Office Tenant Improvement Specification number 2000114-02; and

6. Authorize the Finance Director to return unspent Capital Reserve funding to the Capital Reserve Fund balance after project completion.

POLICY CONTEXT
Per the Financial Management Manual, Section 203: Public Works Projects, Construction Contracts and Job Order contracts, Council approval is required for Public Projects that cost over $200,000. The Engineer’s estimate for the project is $1,464,200.

In June 2021, the City Council established the Fund Balance and Reserve Policy (Resolution No 11250, 2021 Series). This policy established the Capital Projects Reserve Fund and committed a reserve of 20% of capital improvement plan budget from the Local Revenue Measure for the purposes of offsetting unanticipated cost increases, unforeseen conditions, and urgent unanticipated projects to provide continued investment in infrastructure maintenance and enhancement. Use of funds from the Capital Project Reserve Fund requires Council approval and the current request seeks $249,000 from this fund to fully fund the anticipated costs of construction for this project.

Item 5f

DISCUSSION
Background
Since being built in the 1950s, City Hall has been through various seismic safety updates, HVAC retrofits, remodels, and reconfigurations. The Finance and IT Office TI project will provide permanent space for staff currently working in temporary spaces, make ADA improvements on the first floor of City Hall for the public and staff, address safety concerns for the Finance front counter, improve the accessibility of meeting spaces on the first floor of City Hall for the public and staff, and increase the availability of meeting rooms in City Hall. This project also consolidates the functions of the Finance Department and IT Division to improve efficiency between work groups.

This project completes various work efforts to accommodate new programs and positions which has included the Human Resources Department relocation to the leased space at 994 Mill, the Attorney’s Office relocation to the former Human Resources Department space at City Hall and other shifts. The project also addresses ADA deficiencies and makes improvements to the first-floor restrooms and break room. The visibility of the Finance Department’s front counter and the ability of additional staff to respond to the counter were high-priority items identified in previous safety assessments and are achieved with this project. In addition, the project relocates the current Finance and IT Conference Room to be directly available from the main public hallway, creating a more accessible space for community and advisory body meetings. The project Plans (Attachment A) and Specifications (Attachment B) are attached for reference.

During the period of construction, the Finance public counter will be relocated to the 919 Palm office public counter and will maintain the current hours and days of operation :

Monday-Thursday, 8AM-4PM. Signage will be posted at City Hall for the duration of the project directing community members to 919 Palm for front counter assistance and staff will communicate the change to the public using the City’s various communication tools, including e-notification. Construction is projected to last four months, spanning from midApril through August. It is not anticipated that construction will affect public access or use of the second floor of City Hall (including the public counter in the Clerk’s Office.) Previous Council or Advisory Body Action
This project was identified in the FY22 Year End Report (10/04/2022 City Council Meeting – Item 6a. – pg.19) with FY22 carryover funding approved by Council, and an additional allocation approved in the FY25 Supplement Budget (06/04/2024 City Council Meeting – Item 6a – pg. 61, 65).

Public Engagement
This capital project was included in the FY22 Year End Report on October 4, 2022, at which time the public was provided an opportunity to review and comment on all capital projects and significant operating budget changes (SOBC). Public comment can also be provided to the City Council through written correspondence prior to the meeting and through public testimony at the meeting.

Item 5f

CONCURRENCE
There is concurrence from the Community Development and Public Works Department through their review of the project for building permit issuance. Building permits will be obtained prior to the start of the construction contract. All comments and conditions associated with the building and safety review of the project will be incorporated into the project's design. The project also has concurrence from the Finance Department and Information Technology Division through their extensive review and involvement in the design process.

Additionally, there is concurrence from the Community Development Department to allocate space at the 919 Palm public counter for conducting business with the Finance Department during the period of construction.

ENVIRONMENTAL REVIEW
This project is exempt from environmental review under Section 15301 Class 1 (existing facilities) of the California Environmental Quality Act (CEQA) Guidelines because the alterations involve negligible expansion of existing use, as the project is proposed to work within the existing building footprint. Notice of exemption will be filed following approval from Council (Attachment C). The project is consistent with the applicable general plan policies as well as with applicable City Regulations.

FISCAL IMPACT
Budgeted: Yes Budget Year: 2022-23, 2024-25
Funding Identified: Yes
Fiscal Analysis:

The City Hall Finance and IT Office remodel was originally identified in the FY21-22 Unaudited Year End Report (10/04/2022 City Council Meeting – Item 6a.) and funded for design and construction in FY23 ($600,000) with additional funding allocated in the FY25 Supplement Budget ($750,000) (06/04/2024 City Council Meeting – Item 6a.). The additional $249,000 requested from the Capital Projects Reserve Fund is due to changes in cost estimates driven by the extensive review period.

Funding
Sources
Total Budget
Available
Current
Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
General Capital
Outlay (CIP)
$1,040,200 $1,040,200 $0
IT Repl Fund $175,000 $175,000 $0
Capital Projects
Reserve Fund
$1,903,387 $249,000 $1,654,387
Total $ $1,464,200 $ N/A

Item 5f
City Facility Enhancements, Specification 2000114-02
Project Account (200114-02)
Project Cost
Construction Estimate $1,254,000
Total Construction Estimate $1,254,000
Contingency 15% $188,100
Temp Relocation $22,100
Total Project Estimate $1,464,200
Project Funding
Current Account Balance $1,215,200
Additional Funding Requested: Capital
Projects Reserve Fund $249,000
Total Project Funding $1,464,200

ALTERNATIVES

1. Council could decide to deny authorization to advertise. Denying authorization to advertise this project is not recommended because the project is ready for construction and delaying will result in escalated project costs. Advertising this project for bids will allow the city to capitalize on the investment made to date for design development.

2. Council could decide to deny authorization to advertise and direct staff to return with a revised project. Council could direct staff to return with a revised project.

Council should provide direction on which aspects of the project they would like changed.

ATTACHMENTS
A – Project Plans (Spec. 2000114-02)
B – Project Special Provisions (Spec. 2000114-02)
C – CEQA Notice of Exemption (Spec. 2000114-02)

TITLE SHEETS
GENERAL NOTESGENERAL NOTES CONT.CAL GREENCAL GREENCAL GREEN ACCESSIBLE ROUTE NOTESACCESSIBLE ROUTE PLANFIRST FLOOR CODE PLANSECOND FLOOR CODE PLANPLUMBING CALCULATIONEGRESS PLAN NOTESFIRST FLOOR EGRESS PLANSIGNAGE PLAN DETAILSFIRST FLOOR DEMOLITION PLANFIRST FLOOR REFLECTED CEILING DEMOLITION PLANEXISTING FLOOR AND FURNITURE PLANFIRST FLOOR DIMENSIONAL PLANFINISH PLANFURNITURE AND SIGNAGE PLANFIRST FLOOR REFLECTED CEILING PLANINTERIOR ELEVATIONSINTERIOR ELEVATIONSACCESSIBLE RESTROOM NOTESACCESSIBLE RESTROOM PLANACCESSIBLE RESTROOM PLANDETAILSDOOR SCHEDULEWINDOW SCHEDULELEGENDSGENERAL NOTES IFIRST FLOOR / FOUNDATION PLANLIGHT GAUGE STEEL DETAILS ILIGHT GAUGE STEEL DETAILS IILIGHT GAUGE STEEL DETAILS IIIMECHANICAL & PLUMBING NOTES, LEGEND, & ABBREVIATIONSMECHANICAL & PLUMBING SCHEDULES & DETAILS MECHANICAL & PLUMBING SCHEDULES & DETAILS MECHANICAL & PLUMBING EXISTING ZONE PLANMECHANICAL & PLUMBING DEMOLITION PLANMECHANICAL & PLUMBING ZONE PLANMECHANICAL & PLUMBING FLOOR PLANNOTES, SYMBOLS, SCHEDULES & DETAILSINDOOR LIGHTING COMPLIANCE FORMSFIRST FLOOR POWER PLANFIRST FLOOR LIGHTING PLANFIRE SPRINKLER LEGEND (FOR REFERENCE ONLY)FIRE SPRINKLER PLAN (FOR REFERENCE ONLY)48 G-001G-011G-012G-061G-062G-063G-131G-133G-134G-135G-136G-140G-141G-142AD101AD111A-100A-101A-113A-115A-121A-211A-212A-401A-402A-403A-501A-601A-602S-000S-001S-200S-501S-502S-503MP-000MP-200MP-201MP-300MP-310MP-400MP-410E-100E-101E-110E-121FP-1.0FP-2.0TOTAL 03-31-2025
N
A/C Air Conditioning (N) NewA.F.F. Above Finish Floor N.G. Natural Grade ALT. Alternate N.I.C. Not In ContractAMT. Amount NTS Not To ScaleAPPROX. Approximate OAVG. Average O/ Board O.C. On Center
BD. Board O.D. Outside DiameterBTWN. Between OPNG. OpeningBLDG. Building ORIG. OriginalBLK. / BLKG. Block / Blocking OZ. Ounce P
C.F.M. Cubic Feet Per Minute PERP. PerpendicularCHG. Change PL. PlateC.I. Cast Iron P. LAM. Plastic LaminateCLR. Clear/clearance PLY. WD. PlywoodCLG. Ceiling PR. Pair Centerline PROJ. Project
C.M.U. Concrete Masonry Unit P.S.F. Pounds Per Square FootCOL. Column P.S.I. Pounds Per Square InchCONC. Concrete PVMT. PavementCONSTR Construction P.T.D.F. Pressure Treated Doug FirC.O.T.G. Clean Out To Grade QCTR. Center QT. QuartCU. FT. Cubic Foot QTY. QuantityCU. IN. Cubic Inch RCU. YD. Cubic Yard R. Riser RAD. Radius
DBL. Double RD. RoadDEG. Degree REF. RefrigeratorDEPT. Department REINF. ReinformentDIAG. Diagonal REQ. RequiredDIA. Diameter RM. RoomDIM. Dimension R.O. Rough OpeningDIV. Division R.T.S. Refer To StructuralD.S. Downspout SDW. Dumbwaiter / Downspout SCHED. Schedule S.C. Solid Core
(E) Existing SECT. SectionEA. Each SHWR. ShowerELEC. Electric SHT. SheetELEV. Elevation / Elevator SIM. SimilarENCL. Enclosure SPEC(S). Specification(s)EQ. Equal SQ. SquareEQUIP. Equipment SQ. FT. Square FeetEXIST. Existing S.S. Stainless SteelEXT. Exterior ST. Street STD. Standard
F.D Floor Drain STL. SteelF.G Finish Grade STOR. StorageF.H. Fire Hydrant STRUCT. StructureFIN. Finish SYM. SymbolFLR. Floor TFLUOR. Fluorescent T. TreadF.O.C. Face Of Concrete T.O.C Top Of Concrete/curbF.O.F. Face Of Finish TO.C.B. Top Of Catch BasinF.O.M. Face Of Masonry TEL. TelephoneF.O.S. Face Of Stud TEMO. TemperatureFS. Finish Surface T&G Tongue And GrooveFT. Foot THK. ThickFTG. Footing TOIL. Toilet T.O.P. Top Of Pavement
GA. Gauge T.O.S. Top Of SlabGAL. Gallon T.O.W. Top Of WallGALV. Galvanized TV TelevisionGYP. Gypsum TYP. Typical U
H.B. Hose Bibb UNFIN. UnfinishedHDR. Header U.N.O. Unless Noted OtherwiseHRDW. Hardware UR. UrinalHORIZ. Horizontal VHP. Horse Power V. VentHT. Height V.C.T. Vinyl Composition Tile VENT. Ventilate, Ventilating
I.D. Inside Diameter VERT. VerticalIN. Inch V.T.R. Vent Thru RoofINFO. Information WINSUL. Insulation W.C. Water ClosetINT. Interior WD. Wood W.H. Water Heater
JAN. Janitor W.I. Wrought IronJCT. Junction W.R.B. Weather Resistant BarrierJT. Joint WOM. Women W.P. Waterproofing
KIT. Kitchen WSCT. Wainscot
W/ With
LAV. Lavatory W/O WithoutLB, PoundL.F. Lineal FootLIN. Linear ACRONYMSLT. Light A.N.S.I. American NationalLT.WT. Light Weight Standards Institute A.S.T.M. American Society For
MAX. Maximum Testing And MaterialsM.B. Machine Bolt C.B.C. California Building CodeM.C. Medicine Cabinet I.C.B.O. International ConferenceMECH. Mechanical Of Building OfficialsMED. Medium N.F.P.A. National Fire ProtectionMEZZ, Mezzanine AssocationMFR. / MFGR. Manufacturer O.S.H.P.D. Occupational SafetyMIN. Minimum And Health ActMISC. Miscellaneous U.F.C. Uniform Fire CodeMTL. Metal W.I.C. Woodwork Institute Of California
SCALE: NTS
This project has been designed in accordance with and meets the City of San Luis Obispo adopted code and ordinance requirements including, but not limited to the California State Accessibility Standards and I/We will be responsible for all clarifications deemed necessary during the construction phases. studio 2G Architects, LLPArchitect: Heidi Gibson, AIA811 Palm St. San Luis Obispo, CA 93401P : 805.594.0771XEXT111F : 805.540.5137 City of San Luis ObispoAdministration/ITRebecca Cox990 Palm StreetSan Luis Obispo, CA93401E: [email protected] FTF Engineering38 Mason StreetSan Francisco, CA94102P: 401.931.8460F: 415.931.8461 BMA MechanicalStefan Owechko689 Tank Farm RoadSan Luis Obispo, CA93401P: 805.544.4269 JMPEJohn Maloney627 Olive St, Santa Barbara, CA 93101P: 805.569.9216 PFC DesignKen Gould1375 East Grand Ave, Suite #103118Arroyo Grande, CA 93420P: 805.696.2893

1. COMMERCIAL CITY OF SLO
This project shall comply with the 2022 California Building Code (CBC).Codes: All construction shall conform to the following codes: - 2022 California Building Code Vol. 1 & 2 (2021 IBC)- 2022 California Electrical Code (2020 NEC)- 2022 California Mechanical Code (2021 UMC)- 2022 California Plumbing Code (2021 UPC)- 2022 California Energy Code- 2022 California Fire Code (2021 IFC)- 2022 Green Building Standards Code (CALGREEN Code)- San Luis Obispo City Land Use Ordinance Title 17NFPA - National Fire Codes, all other codes and ordinances adopted by the agencies having jurisdiction over this project.All Amendments to the CA Codes adopted by the City of San Luis Obispo, and all other codes, regulations, and approvals established by the City of San Luis Obispo.

This is a tenant improvement project for the office suite of the Finance and IT departments located in the basement level of SLO City Hall. This renovation will allow more staff to occupy the office suites. These upgrades aim to improve employee wellness by improving the daylighting of the space, creating a more open and inviting layout, and incorporating biophilia. The current restrooms and breakroom will be improved to ensure ADA compliance.

ADDRESS:APN#:PARCEL SIZE:
990 Palm Street002-321-00441,834 SF
USE:OCCUPANCY:CONSTRUCTION TYPE:EXISTING STORIES:PROPOSED STORIES:

PF-H, PUBLIC FACILITY, HISTORICAL PRESERVATION DISTRICTB, A-3III-B, SPRINKLERED22, NO NEW STORIES PROPOSED

FIRST FLOORSECOND FLOORTOTAL (E) CONDITIONED
10,840 SF11,784 SF22,624 SF22,624 SF7,753 SF0 SF7,753 SF

1.2.3.4.5.6. Contractor shall submit a construction waste management plan inconformance with items 2 through 6. The construction waste management plan shall be updated as necessary and shall be available during construction for examination by the enforcing agency.Identify the construction and demolition waste materials to be diverted from disposal by recycling, reuse on the project or salvage for future use or sale.Specify if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).Identify diversion facilities where the construction and demolition waste material will be taken.Identify construction methods employed to reduce the amount of construction and demolition waste generated.Specify that the amount of construction and demolition waste materials diverted shall be calculated by weight or volume, but not by both. 919 Palm StreetSan Luis Obispo, CA 93401805.781.7180
1042 Walnut StreetSan Luis Obispo, CA 93401805.781.7317 919 Palm StreetSan Luis Obispo, CA 93401805.781.7170
2160 Santa Barbara Ave.San Luis Obispo, CA 93401805.781.7377 919 Palm StreetSan Luis Obispo, CA 93401805.781.7294
Service Center800.310.2355 (Residential)800.750.2355 (Business)2240 Emily StreetSan Luis Obispo, CA 93401800.427.2200 879 Morro StreetSan Luis Obispo, CA 93401805.781.7237
406 Higuera StreetSan Luis Obispo, CA 93401805.546.5380 X
JUNE 18TH 2024, BUILDING DEPARTMENT PLAN CHECK #1
SEPTEMBER 10TH 2024, BUILDING DEPARTMENT PLAN CHECK #2 NOV 27TH 2024, BIDDING SET 990 Palm Street, San Luis Obispo, CA 93401
Sheet NumberIndicates Direction Of View
A
A7.0
Refer to Life Safetly Plans and'E' sheets for locations and requirements.

A
A7.0 Sheet Number
Indicates Direction Of View
D-# - Refer To Sheet A-601
- Refer To Sheet
A-602
W-#

FIRST FLOORSECOND FLOORTOTAL REMODELED CONDITIONED
7,753 SF0 SF7,753 SF

SLO CITY HALL
• Demolishing of select existing walls • New conference room, huddle room, and private office locations • New Lighting • Reconfigure Fire Sprinklers Layout• New Furniture (desks, help desk)• New Finishes only in areas where needed• New ADA compliant breakroom kitchen• Accessibility Upgrades to breakroom and restrooms Fire SprinklersFire Alarm

1. 2.
index to plans
sheet no. description
general notes:
san luis obispo county, california
legend:

SLO CITY HALL

FINANCE AND IT

OFFICE TENANT

IMPROVEMENT

APPROVED BY
SPECIFICATION NO. DATE SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date NOVEMBER 2024
FILE NO./LOCATION
[MO DAY, YEAR]
of XXX
G-001
SHEET NO. XXX
IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTION FOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR OR PERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER, DRAINAGE OR UNDERGROUND FACILITIES.THE CONTRACTOR SHALL POSSESS A CLASS ____ LICENSE AT THE TIME OF BID OPENING 2000114-02
3

1. 2.3.4.5.6.7.

Each sub-contractor shall be totally familiar with pertinent rules and regulations of government bodies having jurisdiction, state of labor, materials markets, and shall make due allowance for all contingencies. No additional charges will be allowed because of lack of such knowledge. The submission of the sub-contractor’s bid shall be taken as prima facie evidence of compliance with this condition.Each sub-contractor shall thoroughly examine and be familiar with the drawings and related specifications.The bid submittal, by the sub-contractor, represents that he is familiar with the local conditions under which the work is to be performed, and fully understands the facilities, difficulties and restrictions related to the execution of the work for this project.The failure of any sub-contractor to receive or examine any form, instrument, or other document, or to visit the site as necessary, and become acquainted with the existing conditions, shall in no way relieve them from their obligations with respect to their bid or the contract. No additional charges will be allowed because of lack of such knowledge. The submission of the sub-contractor’s bid shall be taken as prima facie evidence of compliance with this condition.The sub-contractor shall field certify all elevations, flow lines and points of connections before beginning work and shall notify the architect of any discrepancies.The sub-contractor shall verify all dimensions before beginning any work and shall notify the architect of any discrepancies.The sub-contractor shall visit the site before submitting his bids and verify all existing conditions. 2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS
AMHG

AS NOTED
JUNE 25 2024
2000114-02
SHEET NO. XXX XXX

GENERAL NOTES
G-011
SLO City Hall TI

GENERAL NOTES
2024 APR 08 90% CD
03-31-2025
2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23. A Certificate of Construction: Compliance based on observation of construction shall be submitted to the building department and shall be signed by the contractor at the time of final inspection.All concealed plumbing joints shall be non – slip connections.All exterior and interior doors shall be standard height 7’0" unless noted otherwise. Set all frames true and plumb. Fit all door hardware and remove for painting and staining. Max. floor level change is 1/2" (including threshold) at all exterior doors to landing unless noted otherwise.All hallways to be a minimum of 36" wide finish to finish.All hardware including (but not limited to) door latches, hinges, cabinetry hardware, light fixtures (color, type and finish), switch plates, outlets (color and type) shall be chosen by the owner. Owner shall verify all locations and heights of all outlets, lighting fixtures, etc.All interior finishes, chosen by the owner, must conform to the requirements of Chapter 8 of the 2022 CBC & CalGreen CodesAll kitchen and bathroom fixtures and appliances shall be chosen by the owner.All plumbing walls shall be 2 x 6 studs, min.All stairways shall have a landing measured in the direction of travel equal to or greater than the width of the stairway to 44" max. All stairs shall have min. headroom clearance of 6'-8" above the nosing.Fixtures shall be set level and in proper alignment with reference to adjacent walls. No water closet or bidet shall be set closer than 15 inches (381 mm) from its center to a side wall or obstruction or closer than 30 inches (762 mm) center to center to a similar fixture. The clear space in front of a water closet, lavatory, or bidet shall be not less than 24 inches (610 mm). No urinal shall be set closer than 12 inches (305 mm) from its center to a side wall or partition or closer than 24 inches (610 mm) center to center. [2022 CPC 402.5]Any floor areas to receive carpet and pad or resilient flooring shall be left clean, dry, and dust free.Floor and wall finishes of closets to match that of the adjacent room unless noted otherwise.Toilet, bathing and shower room floor finish materials shall have a smooth, hard, nonabsorbent surface. The intersections of such floors and walls shall have a smooth, hard, non-absorbent vertical base that extends upward onto the walls not less than 4 inches. [2022 CBC 1210.2.1] Walls and partitions within 2 feet of service sinks, urinals, and water closets shall have a smooth, hard, nonabsorbent surface, to a height of not less than 4 feet above the floor, and except for structural elements, the materials used in such walls shall be of a type that is not adversely affected by moisture. [2022 CBC 1210.2.2] Mechanical and plumbing systems are to be designed to meet T-24Requirements. Contractor shall install equipment that follows duct layout and meets the min rating as indicated in the Certified T-24 Documentation.No construction materials containing asbestos may be used on this project.Penetration of fire-resistant walls, floor ceilings and roof ceilings shall be protected as required in 2022 CBC 714.Provide gypsum board when required (1/2" over framing members with 16" o.c. spacing, 5/8" over framing members with 24" o.c spacing) with texture over assembly. Verify texture with owner.Safety glazing requirements per 2022 CBC 2406 in areas subject to human impact.The building described on the following pages may be required to be equipped with a fire sprinkler system. Shop drawings shall be submitted and approved by the county building and fire department prior to installation of the system. System design shall meet all requirements of State Fire Marshall, NFPA and County regulations. Sprinkler shop drawings shall be submitted and approved prior to rough framing inspection.The owner is to secure the proper occupancy permits prior to occupying the building.Wall and ceiling materials shall not exceed the flame spread classification in the 2022 CBC Table 803.13. See 2022 CBC 803.1.2 for classification.Water pressure in buildings shall be limited to 80 psi or less.

1.2.3.4.5.6. 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 ventilating equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system.5.504.4 FINISH MATERIAL POLLUTANT CONTROL:Finish materials shall comply with Sections 5.504.4.1 through 5.5.04.4.6.5.504.4.1 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 shall also comply with the Rule 1168 prohibitiobn in 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 prohibition on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507

5.504.4.3 PAINTS AND COATINGSArchitectural 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 49.5.504.4.3.2 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 specification2. Field verification of on-site product containers

5.504.4.4 CARPET SYSTEMS:All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350).5.504.4.4.1 CARPET CUSHION:All carpet cushion installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350).5.504.4.4.2 All carpet adhesive shall meet the requirements of Table 5.504.4.1.

5.504.4.5 COMPOSITE WOOD PRODUCTSHardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the building 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 5.504.4.55.504.4.6 RESILIENT FLOORING SYSTEMSWhere resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specification 01350).5.504.4.6.1 VERIFICATION OF COMPLIANCE.Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

Coating Category VOC Limit
Flat Coatings 50Nonflat Coatings 100Nonflat High Gloss Coatings 150 Specialty Coatings
Aluminum Roof Coatings 400Basement Specialty Coatings 400Bituminous Roof Coatings 50Bituminous Roof Primers 350Bond Breakers 350Concrete Curing Compounds 350Concrete/Masonry Sealers 100Driveway Sealers 50Dry Fog Coatings 150Faux Finish Coatings 350Fire Resistive Coatings 350Floor Coatings 100Form-Release Compounds 250Graphic Arts Coatings (Sign Paints) 500High Temperature Coatings 420Industrial Maintenance Coatings 250Low Solids Coatings 120Magnesite Cement Coatings 450Mastic Texture Coatings 100Metallic Pigmented Coatings 500Multicolor Coatings 250Pre-treatment Wash Primers 420Primers, Sealers, And Undercoaters 100Reactive Penetrating Sealers 350Recycled Coatings 250Roof Coatings 50Rust Preventative Coatings 250Shellacs Clear 730 Opaque 550Specialty Primers, Sealers, And Undercoaters 100Stains 250Stone Consolidants 450Swimming Pool Coatings 340Traffic Marking Coatings 100Tub & Tile Refinish Coatings 420Waterproofing Membranes 250Wood Coatings 275Wood Preservatives 350Zinc-rich Primers 340 Product Current Limit
Hardwood Plywood Veneer Core 0.05Hardwood Plywood Composite Core 0.05Particle Board 0.09Medium Density Fiber Board 0.11Thin Medium Density Fiberboard 0.13 Sealants Current VOC Limit
Architectural 250Marine Deck 760Nonmembrane Roof 300Roadway 250Signle-ply Roof Membrane 450Other 420 Sealant Primer
Architectural Non Porous 250 Porous 775Modified Bituminous 500Marine Deck 760Other 750 ARCHITECTUAL APPLICATIONS VOC LIMIT (g/L less water)
Indoor Carpet Adhesives 50Carpet Pad Adhesives 50Outdoor Carpet Adhesives 150Wood Flooring Adhesives 100Rubber Floor Adhesives 60Subfloor Adhesives 50Ceramic Tile Adhesives 65Vct And Ashpalt Tile Adhesives 50Drywall & Panel Adhesives 50Cove Base Adhesives 50Multipurpose Construction Adhesives 70Structural Glazing Adhesives 100Single-ply Roof Membrane 250Other Adhesives Not Specifically Listed 50

SPECIALTY APPLICATIONS
Pvc Welding 510Cpvc Welding 490Abs Welding 325Plastic Cement Welding 250Adhesive Primer For Plastic 550Contact Adhesive 80Special Purpose Contact Adhesive 250Structural Wood Member Adhesive 140Top And Trim Adhesive 250

SUBSTRATE SPECIFIC APPLICATIONS
80 30Plastic Foams 50Porous Material (except Wood) 50Wood 30Fiberglass 80 California Green Code 2022California Green Code 2022California Green Code 2022California Green Code 2022 MAXIMUM FIXTURE FLOW RATE AT ≥ 20% REDUCTION
SHOWERHEADS 1.8 gpm @ 80 psiMULTIPLE SHOWER HEADS Single valve not to exceed 1.8 gpm @ 80 psiLAVATORY FAUCETS, RESIDENTIAL 1.2 gpm @ 60 psi (1)KITCHEN FAUCETS* 1.8 gpm @ 60 psi (3)GRAVITY TANK-TYPE WATER CLOSETS 1.28 gallons/flush (4)FLUSHOMETER TANK WATER CLOSETS 1.28 gallons/flush (4)FLUSHOMETER VALVE WATER CLOSETS 1.28 gallons/flush (4)ELECTROMECHANICAL HYDRAULIC WATER CLOSETS 1.28 gallons/flush (4)URNIALS 0.5 gallon/flush

2024 FEB 12 50% DD

DATE ISSUE

SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS
AMHG

AS NOTED
JUNE 25 2024
2000114-02
SHEET NO. XXX XXX

GENERAL NOTES
G-012
SLO City Hall TI

GENERAL NOTES
2024 APR 08 90% CD
03-31-2025
2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

1.2.3.4.5.6.7.8.9. 01. Whole House Exhaust Fans- All dwelling units shall meet the requirements of ANSI/ASHRAE standard 62.2 ventilation and acceptable indoor air quality in low-rise residential buildings.- The whole house shall have an exhaust fan ducted to the outside with a minimum ventilation rate calculated according to ASHRAE standard 62.2 equation 4.1(a): REFER TO FORMULA ON SHEET E1.0- Ducting shall be sized according C. to ASHRAE standard 62.2 table 7.1.- One of the local exhaust fans in a bathroom or kitchen may be used, provided the exhaust fan meets the minimum ventilation rates for both the local and whole house ventilation requirements- All continuously operating fans shall be rated at a maximum of 1.0 sone. Intermittently operated whole-building ventilation fans shall be rated at a maximum of 1.0 sone.- The exhaust fan control(s) used for whole-building continuous operation is labeled to communicate the required continuous building ventilation function and importance with a statement to make clear how the control (e.g., on/off switch) is to be operated. At a minimum, the label should communicate: “to maintain minimum levels of outside air ventilation required for good health, the fan control should be on at all times when the building is occupied, unless there is severe outdoor air contamination.” It is recommended that the label text should be in bold type, placed on a white background, and no smaller than the equivalent of Arial 12 point type.02. Bathroom Exhaust FanFor the purposes of this section, a bathroom is a room which contains a bathtub, shower, or tub/shower combination. - Exhaust fans that are ENERGY STAR-compliant , ducted and that terminate outside the building will be provided in every bathroom. (2022 CGC)- Specify CFM of the bathroom fan and it will be used for required whole house ventilation. Each bathroom shall be mechanically ventilated for purposes of humidity. The minimum local exhaust rates hall be 50 cfm for intermittent ventilation or 20 cfm for continuous ventilation. (2022 CMC Table 403.7) (2022 CGC 5.506)- Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilations) and Chapter 14 (Exterior Walls).

03. Kitchen Exhaust FansEach kitchen shall have an exhaust fan ducted to the outside with a minimum ventilation rate of 100 cfm. The ducting shall be sized according to ASHRAE standard 62.2 table 7.104. Local Exhaust FanAll ceiling mounted intermittent local ventilation fans have a sound rating of three sones or less at the required airflow rate. All intermittent local ventilation exhaust fans have been designed to be operated as needed by theoccupant. At a minimum, a wall switch may be used. Alternatively, some other type of control such as shut off timers, humidity sensors, or occupancy sensors may be used.Air inlets (not exhaust) shall be located away from known contaminants. Air inlets (not exhaust) shall be located away from known contaminants.Air moving equipment used to meet either the whole-building ventilation requirement or the local ventilation exhaust requirement shall be rated in terms of airflow and sound.Combustion appliances shall be properly vented and air systems shall be designed to prevent back drafting.Mechanical systems supplying air to occupiable space through ductwork shall be provided with a filter having a minimum efficiency of MERV 6 or better.Ventilation air shall be provided directly from the outdoors and not as transfer air from adjacent dwelling units or other spaces, such as garages, unconditioned crawlspaces, or unconditioned attics.

1.2.3.4.5.6. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply 2022 CPC Chapter 4:4.411 - WATER CLOSETS4.411.2 - The effective flush volume of all water closets shall not exceed 1.28 gallons (4.8 L) per flush when tested in accordance with ASME A112.19.2/CSA B45.1.

4.412 - URINALS4.412.1.1 - WALL-MOUNTED URINALS: [BSC-CG, DSA-SS & DSA-SS/CC] The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons (0.47 L) per flush in compliance with Chapter 5, Division 5.3, of the California Green Building Standards Code (CALGreen).412.1.2 - FLOOR MOUNTED URINALS: [BSC-CG, DSA-SS & DSA-SS/CC] The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons (1.89 L) per flush in compliance with Chapter 5, Division 5.3, of the California Green Building Standards Code (CALGreen).

4.408 - SHOWERHEADS 4.408.2.1 - SINGLE SHOWERHEADS: [BSC-CG, DSA-SS & DSA-SS/CC] Showerheads shall have a maximum flow rate of not more than 1.8 gallons (6.81 L) per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads in compliance with Chapter 5, Division 5.3. of the California Green Building Standards Code (CAL Green).4.408.2.2 - MULTIPLE SHOWERHEADS SERVING ONE SHOWER: [BSC-CG, DSA-SS & DSA-SS/CC] When a shower is served by more than one showerhead, the combined flow rate of all showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons (6.81 L) per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time in compliance with Chapter 5, Division 5.3 of the California Green Building Standards Code (CALGreen).Note: A hand-held shower shall be considered a showerhead.4.407 - LAVATORIES4.407.2.1 - NONRESIDENTIAL LAVATORY FAUCETS: The maximum flow rate for public lavatory faucets shall not exceed 0.5 gpm at 60 psi (1.9 L/m at 414 kPa).4.407.2.2 - RESIDENTIAL LAVATORY FAUCETS: [HCD 1] The maximum flow rate of residential lavatory faucets shall not exceed 1.2 gallons (4.54 L) per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall not be less than 0.8 gallons (3.03 L) per minute at 20 psi.4.417 - FAUCETS AND FIXTURE FITTINGS4.417.1.1 - WASH FOUNTAINS: [BSC-CG, DSA-SS & DSA-SS/CC] Wash fountains shall have a maximum flow rate of not more than 1.8 gallons (6.81 L) per minute/20 [rim space (inches) at 60 psi] in compliance with Chapter 5, Division 5.3 of the California Green Building Standards Code (CALGreen).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.

1.2.3.4.5.6.7.8.9.10.11. 2022 CBC 714.1.1 - DUCTS AND AIR TRANSFER OPENINGSPenetrations of fire-resistance-rated walls by ducts that are not protected with dampers shall comply with Sections 714.3 through 714.4.3. Penetrations of horizontal assemblies not protected with a shaft as permitted by Section 717.6, and not required to be protected with fire dampers by other sections of this code, shall comply with Sections 714.5 through 714.6.2. Ducts and air transfer openings that are protected with dampers shall comply with Section 717.2022 CBC 714.4.1 - THROUGH PENETRATIONSThrough penetrations of fire-resistance-rated walls shall comply with Section 714.4.1.1 or 714.4.1.2. EXCEPTION:Where the penetrating items are steel, ferrous or copper pipes, tubes or conduits, the annular space between the penetrating item and the fire-resistance-rated wall is permitted to be protected by either of the following measures:1. In concrete or masonry walls where the penetrating item is a maximum 6-inch (152 mm) nominal diameter and the area of the opening through the wall does not exceed 144 square inches (0.0929 m2), concrete, grout or mortar is permitted where it is installed the full thickness of the wall or the thickness required to maintain the fire-resistance rating2. The material used to fill the annular space shall prevent the passage of flame and hot gases sufficient to ignite cotton waste when subjected to ASTM E119 or UL 263 time-temperature fire conditions under a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water at the location of the penetration for the time period equivalent to the fire-resistance rating of the construction penetrated. 2022 CBC 714.4.1.1 - FIRE RESISTANCE-RATED ASSEMBLIESThrough penetrations shall be protected using systems installed as tested in the approved fire-resistance-rated assembly.
2022 CBC 714.4.1.2 - THROUGH PENETRATION FIRESTOP SYSTEMThrough penetrations shall be protected by an approved penetration firestop system installed as tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water and shall have an F rating of not less than the required fire-resistance rating of the wall penetrated.2022 CBC 714.4.2 - MEMBRANE PENETRATIONSMembrane penetrations shall comply with Section 714.4.1. Where walls or partitions are required to have a fire-resistance rating, recessed fixtures shall be installed such that the required fire-resistance will not be reduced.EXCEPTION:1. Membrane penetrations of maximum 2-hour fire-resistance-rated walls and partitions by steel electrical boxes that do not exceed 16 square inches (0.0 103 m2) in area, provided the aggregate area of the openings through the membrane does not exceed 100 square inches (0.0645 m2) in any 100 square feet (9.29 m2) of wall area. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm).Such boxes on opposite sides of the wall or partition shall be separated by one of the following:1.1 By a horizontal distance of not less than 24 inches (610 mm) where the wall or partition is constructed with individual noncommunicating stud cavities.

1.2 By a horizontal distance of not less than the depth of the wall cavity where the wall cavity is filled with cellulose loose-fill, rockwool or slag mineral wool insulation.

1.3 By solid fireblocking in accordance with Section 718.2.11.4 By protecting both outlet boxes with listed putty pads.1.5 By other listed materials and methods.2. Membrane penetrations by listed electrical boxes of any material, provided such boxes have been tested for use in fire-resistance-rated assemblies and are installed in accordance with the instructions included in the listing. The annular space between the wall membrane and the box shall not exceed 1/8 inch (3.1 mm) unless listed otherwise. Such boxes on opposite sides of the wall or partition shall be separated by one of the following:2.1 By the horizontal distance specified in the listing of the electrical boxes.2.2 By solid fireblocking in accordance with Section 718.2.1.2.3 By protecting both boxes with listed putty pads2.4 By other listed materials and methods.3. Membrane penetrations by electrical boxes of any size or type, that have been listed as part of a wall opening protective material system for use in fire-resistance-rated assemblies and are installed in accordance with the instructions included in the listing.4. Membrane penetrations by boxes other than electrical boxes, provided that such penetrating items and the annular space between the wall membrane and the box, are protected by an approved membrane penetration firestop system installed as tested in accordance with ASTM E814 or UL 1479, with a minimum positive pressure differential of 0.01 inch (2.49 Pa) of water, and shall have an F and T rating of not less than the required fire-resistance rating of the wall penetrated and be installed in accordance with their listing.5. The annular space created by the penetration of an automatic sprinkler, provided it is covered by a metal escutcheon plate.6. Membrane penetrations of maximum 2-hour fire-resistance-rated walls and partitions by steel electrical boxes that exceed 16 square inches in area, or steel electrical boxes of any size having an aggregate area through the membrane exceeding 100 square inches in any 100 square feet of wall area, provided that such penetrating items are protected by listed putty pads or other listed materials and methods, and installed in accordance with the listing. 2022 CBC 714.4.3 - DISSIMILAR MATERIALSNoncombustible penetrating items shall not connect to combustible items beyond the point of firestopping unless it can be demonstrated that the fire-resistance integrity of the wall is maintained.
2022 CBC 718.2.1 - FIREBLOCKING MATERIALSFireblocking shall consist of the following materials:1. Two-inch nominal lumber.2. Two thicknesses of 1-inch nominal lumber with broken lap joints.3. One thickness of 0.719-inch wood structural panels with joints backed by 0.719-inch wood structural panels.4. One thickness of 0.75-inch particleboard with joints backed by 0.75-inch particle-board.5. One-half-inch gypsum board.6. One-fourth-inch cement-based millboard.7. Batts or blankets of mineral wool, mineral fiber or other approved materials installed in such a manner as to be securely retained in place.8. Cellulose insulation installed as tested for the specific application.2022 CBC 718.2.1.1 - BATTS OR BLACKETS OF MINERAL WOOL OR MINERAL FIBER Batts or blankets of mineral wool or mineral fiber or other approved nonrigid materials shall be permitted for compliance with the 10-foot (3048 mm) horizontal fireblocking in walls constructed using parallel rows of studs or staggered studs. 2022 CBC 718.2.1.2 - UNFACED FIBERGLASSUnfaced fiberglass batt insulation used as fireblocking shall fill the entire cross section of the wall cavity to a minimum height of 16 inches (406 mm) measured vertically. Where piping, conduit or similar obstructions are encountered, the insulation shall be packed tightly around the obstruction.2022 CBC 718.2.2 - CONCEALED WALL SPACESFireblocking shall be provided in concealed spaces of stud walls and partitions, including furred spaces, and parallel rows of studs or staggered studs, as follows:- Vertically at the ceiling and floor levels.- Horizontally at intervals not exceeding 10 feet (3048 mm).2022 CBC 718.2.3 - CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL SPACES Fireblocking shall be provided at interconnections between concealed vertical stud wall or partition spaces and concealed horizontal spaces created by an assembly of floor joists or trusses, and between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings, cove ceilings and similar locations.

1. 01. Contact the Public Works Inspection hotline within a 48 hour notice for any required encroachment permit inspections or final inspection.02. Within city easements for connections to public utilities, water sewer, and fire service laterals, curb, gutter, and sidewalk, driveway approaches, sidewalk underdrains, storm drain improvements, street tree planting or pruning, curb ramps, street paving, and pedestrain protection or construction staging in the right-of-way.03. All work located within the public right-of-way or within jurisdiction of the city utilities and public works departments shall comply with the most current edition of the Engineering Standards and Specifications.04. Any sections of damaged or displaced curb, gutter and sidewalk or driveway approach shall be repaired or replaced to the satisfaction of the public works director.

1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17.18.19.20.21.22.23.24.25.26.27.28.29.30.31. After installing wall, ceiling, or floor insulation, the installer shall post in a conspicuous location in the building a certificate signed by the installer stating that the installation conforms with the requirements of Title 24 Energy Conservation Standards. The certificate shall also state the manufacturer’s name and material identification and installed R – Value.All contractors and sub-contractors must have on file with the building department, a list of all such contractors and sub-contractors with appropriate current business license numbers.

All materials and workmanship shall be new and the best of its class and kind.All piping in public spaces, except for the fire risers, shall be concealed throughout.All reasonable effort shall be made by the contractor to minimize noise and other adverse impacts on the operation of adjacent businesses and residences. All construction parking and deliveries shall be confined to the site.All sub trades and material suppliers shall have, in place, an approved OSHA safety plan prior to performing work or visiting the building site.All subcontractors, related trades and supplies shall cooperate and provide an overall management of time and work progress so as no delays or loss of time will occur. The general contractor is responsible for the overall coordination of the general contractor.All trade names specified on any drawings, may be changed for another approved equal upon the expressed approval of the architect.Annular spaces around pipes, electric cables, conduits or other openings in sole/bottom plates at exterior walls will be rodent-proofed by closing such openings with cement mortar, concrete masonry, or similar method acceptable to the enforcing agency.Before the building may be occupied, installation certificates for manufactured devices regulated by the appliance standards or certificates for manufactured devices regulated by the appliance standards of 2022 CMC and 2022 CBC, shall be posted adjacent to the building permit(s). Certificates shall:- Identify features required to verify compliance with the appliance standards. -Include a statement indicating that the installed devices conform to the appliance standards and the requirements for such devices given on the plans and specification approved by the local enforcement agency.- State the number of building permits under which the construction or installation was performed.Contractor is responsible for scheduling inspections by the building department and other agencies as required.Contractor shall follow all applicable industrial safety regulations. The local governing agency, owner, architect, and engineer are not responsible for the overall coordination & management of work.Contractor shall obtain all necessary building permits from the local building department prior to construction. Contractor shall contact local building department for all required inspections. An approved set of plans shall be kept on the job site at all times.Contractor to coordinate with the owner(s) regarding the selection of any items not specified in these plans, including but not limited to: Kitchen appliances, bathroom specialties, cabinetry, interior finishes, floor finishes, hardware and electrical fixtures.

Contractor to provide manufacturer instructions at job site for inspection.Do not scale drawings. Written dimensions shall have precedence over scale of drawings. Dimensions are to face of footing or face of studs, unless noted otherwise.

Doors and windows between conditioned and unconditioned spaces shall be designed to limit air leakage into & from the building envelope.- Manufactured doors and windows shall have air infiltration rates certified by the manufacturer and not exceeding those shown in the regulations.- Site construction doors and windows, exterior joint and openings in the building envelope shall be caulked, gasketed, weather – stripped or otherwise sealed.Exception Fire rated doors and windows, unframed glass doors, and exterior elevation shaft ventilation dampers are also not required.

Dust control shall be maintained to the satisfaction of the agency of record at the time of rough installation or during storage on the constuction site and until final startup of the heating and cooling equipment. All duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods accepteable to the enforcing agency to reduce the amount of dust or debris which may collect in the system.Each contractor shall clean up and remove from the site all waste materials and debris which may be accumulate on the site or in the building. Final clean-up of all surfaces and removal of foreign substances from the job site is the responsibility of the general contractor.In the event of found materials suspected to be of an archaeological or paleontological nature, all grading and excavation shall cease in the immediate area and the appropriate authorities to be notified by the contractor. Any finds shall be left untouched until an evaluation by a qualified archaeologist or paleontologist is performed.

It is the contractor’s responsibility to ensure that details required by the various codes, but not specifically in these plans, be completed according to the codes.Larger scale drawings shall take precedence over smaller scale drawings. Details shall take precedence over plans and sections.Mechanical equipment shall be screened with paint or building materials and colors complimentary to the building.No work shall be performed from these construction documents until they are approved by the appropriate regulatory agencies.Notes on drawings shall take precedence over separate specifications.Nothing in these drawings shall be construed to permit an installation in violation of applicable codes and or restrictions. Should any changes in the drawings be needed in order to comply with applicable requirements, the contractor shall notify the architect at once and cease work on all parts of the construction which are affected.

Storm water drainage and retention during construction: Refer to civil and site plan for mandatory site development measures.Sub-contractor shall provide Title 24 approvals & guarantees for all assemblies.The bid submittal, by the contractor, represents that he is familiar with the local conditions under which the work is to be performed, and fully understands the facilities, difficulties and restrictions related to the execution of the work for this project.

The contract drawings and specifications represent the finished structure; unless otherwise shown, they do not indicate the method of construction. Each contractor shall supervise and direct his work and be solely responsible for all construction means, methods and procedures in accordance with generally accepted construction practices.The contractor shall follow all applicable industrial safety regulations. The local governing agency, the architect, and the owner shall not be responsible for enforcing safety regulations.

1.2.3.4.5.6. This permit shall expire by limitation if work authorized under this permit is not commenced within 180 days from the date of issuance or if the work is suspended for a period exceeding 180 days after work has commenced.The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the codes or of any other ordinance of this jurisdiction. Permitspresuming to give authority to violate or cancel the provisions of this code or other ordinances of this jurisdiction shall not be valid.This set of plans shall be on the job site at all times during construction. All work shall be done in accordance with the approved plans. No changes or revisions to the approved plans or specifications shall be permitted unless submitted to and approved by the building official. The issuance of a permit shall not prevent the building official from requiring the correction of errors or omissions from the approved plans and specifications.

Typical details shall apply to all possible conditions unless noted otherwise. Typical details and typical notes are minimum requirements to be used when specific conditions are not used otherwise.Verification: The contractor is responsible for verifying all grades, flowlines, points of connections and dimensions prior to start of construction. Architect shall be notified of any discrepancies or changes in plans. Deviations by contractors are done at contractor’s own risk. In the event that any further data, information, or clarification of these drawings is required, it is the responsibility of the contractor to contact the Architect & inform her of any ambiguity, inconsistency, discrepancy, or error found within this set of drawings before continuing with construction.

Where a manufacturer is indicated for a specific item, install the specified item per manufacturer’s recommendations.

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
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 1 (January 2023) 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), enhanced advanced technology PZEV (enhanced AT ZEV) or transitional zero emission vehicles (TZEV) regulated under CCR, Title 13, Section 1962.

2. High-efficiency vehicles, regulated by U.S. EPA, bearing a fuel economy and greenhouse gas rating od 9 oe 10 as regulated under 40 CFR Section 600 Subpart D.

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 ACREOF 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 unhealthybodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters.

MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO.

POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5.

POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health AuthorityHaving Jurisdiction.

RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again.

SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section 1954.202 (g) and Water code Section 517 for additional details.) WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO).

5.106.5.3 Electric vehicle (EV) charging. [N] Construction to provide electric vehicle infrastructure and facilitate electric vehicle charging shall comply with Section 5.106.5.3.1 and shall be provided in accordance with regulations in the California Building Code and the California Electrical Code.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcement agency substantiating the local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project.

2. Parking spaces accessible only by automated mechanical car parking systems are not required to comply with this code section

5.106.5.3.1 EV capable spaces.
[N] EV capable spaces shall be provided in accordance with Table 5.106.5.3.1 and the following requirements:

1. Raceways complying with the California Electrical Code and no less that 1-inch (25 mm) diameter shall be provided and shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the EV capable and into a suitable listed cabinet, box,enclosure or equivalent. A common raceway may be used to serve multiple EV charging spaces.

2. A service panel or subpanel (s) shall be provided with panel space and electrical load capacity for a dedicated 208/240 volt, 40-ampere minimum branch circuit for each EVcapable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.

3. The electrical system and any on-site distribution transformers shall have sufficient capacity to supply full rated amperage at each EV capable space.

4. The service panel or subpanel circuit directory shall identify the reserved overcurrent protective devices space(s) as "EV CAPABLE". The raceway termination location shall bepermanently and visibly marked as "EV CAPABLE." Note: A parking space served by electric vehicle supply equipment or designed as a future EV charging space shall count as at least one standard automobile parking space only for the purpose ofcomplying with any applicable minimum parking space requirements established by an enforcementagency. See vehicle Code Section 22511.2 for further details.

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.

5.106.4 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.

CHAPTER 3GREEN BUILDING
SECTION 301 GENERAL301.1 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 BUILDINGS302.1 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 PROJECTS303.1 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.

5.106.5.3.3 Use of automatic load management systems (ALMS).

ALMS shall be permitted for EVCS. When ALMS is installed, the required electrical load capacity specified in Section

5.106.5.3.1 for each EVCS may be reduced when serviced by an EVSE controlled by an ALMS. Each EVSE controlled by an ALMS shall deliver a minimum 30 amperes to an EV when charging one vehicle and shall deliver a minimum 3.3 kW while simultaneously charging multiple EVs.

5.106.5.3.4 Accessible EVCS.

When EVSE is installed, accessible EVSC shall be provided in accordance with the California Building Code, Chapter 11B, Section 11B-228.3.

Note: For EVCS signs, refer to Caltrans Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its successor(s).

5.106.5.4 Electric Vehicle (EV) charging: medium-duty and heavy-duty. [N] Construction shall comply with section 5.106.5.4.1 to facilitate future installation of electric vehicle supply equipment (EVSE). Construction for warehouses, grocery stores and retail stores with planned off-street loading spaces shall also comply with Section 5.106.5.4.1 for future installation of medium- and heavy-duty EVSE.

Exceptions:

1. On a case-by-case basis where the local enforcing agency has determined compliance with this section is not feasible based upon one of the following conditions:
a. Where there is no local utility power supply.
b. Where the local utility is unable to supply adequate power. c. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementationof Section 5.106.5.3, may adversely impact the construction cost of the project.

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

5.106.5.4.1 Electric vehicle charging readiness requirements for warehouse, grocery stores and retail stores with planned off-street loading spaces.
[N] In order to avoid future demolition when adding EV charging supply and distribution equipment, spare raceways(s) or busway(s) and adequate capacity for transformers(s), service panels(s) or subpanel(s) shall beinstalled at the time of construction in accordance with the California Electrical Code. Construction plans and specifications shall include but are not limited to, the following:

1. The transformer, main service equipment and subpanel shall meet the minimum power requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the futureinstallation of EVSE.

2. The construction documents shall indicate on or more location(s) convenient to the planned offstreet loading space(s) reserved for medium-and heavy-duty ZEV charging cabinets and charging dispensers, and a pathway reserved for routing of conduit from the termination of the raceway(s) or busway(s) to the charging cabinet(s) and dispenser(s) as shown in Table

5.106.5.4.1

3. Raceway(s) or busway(s) originating at a main service panel or a subpanel(s) serving the area where potential future medium-and heavy-duty EVSE will be located and shall terminate in close proximity to the potential future location of the charging equipments for medium- and heavy-duty vehicles.

4. The raceway(s) or busway(s) shall be sufficient size to carry the minimum additional system load to the future location of the charging for medium- and heavy-duty ZEVs as shown in Table

5.106.5.4.1.

TABLE 5.106.5.3.1

TOTAL NUMBER OF ACTUAL

PARKING SPACES

NUMBER OF REQUIRED EV

CAPABLE SPACES

NUMBER OF EVCS (EV

CAPABLE SPACES
PROVIDED WITH EVSE)^2
0-9 0 0
10-25 2 0
26-50 8 2
51-75 13 3
76-100 17 4
101-150 25 6151-200 35 9
201 AND OVER 20% of total¹ 25% of EV capable spaces¹

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 Sections 130.2 (b) and 140.7 of the California Energy Code.

2. Emergency lighting.

3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6.

4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction.

5. Luminaires with less than 6,200 initial luminaire lumens.

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

ALLOWABLE RATING

LIGHTING
ZONE
LZ0

LIGHTING
ZONE LZ1
LIGHTINGZONE LZ2

LIGHTING
ZONE LZ3

LIGHTING
ZONE LZ4

MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) fromproperty 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 propertyline
N/A B0 B0 B1 B2

MAXIMUM ALLOWABLEUPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorativeluminaires
N/A U1 U2 U3 UR
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 NPDESpermits 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. The number of required EVCS (EV capable spaces provided with EVSE) in column 3 count towards the total number of required EV capable spaces shown in column 2.

5.106.5.3.2 Electric vehicle charging stations (EVCS)
EV capable spaces shall be provided with EVSE to create EVCS in the number indicated in Table

5.106.5.3.1. The EVCS required by Table 5.106.5.3.1 may be provided with EVSE in any combination of Level 2 and Direct Current Fast Charging (DCFC), except that at least one Level 2 EVSE shall be provided.

One EV charger with multiple connectors capable of charging multiple EVs simultaneously shall be permitted if the electrical load capacity required by Section 5.106.5.3.1 for each EV capable space is accumulatively supplied to the EV charger.

The installation of each DCFC EVSE shall be permitted to reduce the minimum number of required EV capable spaces without EVSE by five and reduce proportionally the required electrical load capacity to the service panel or subpanel.

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

PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
2 0
NO

5.106.8.1 Facing- Backlight
Luminaries within 2MH of a property line shall be oriented so that the nearest property line is behind the fixture, and shall comply with the backlight rating specified in Table 5.106.8 based on the lighting zone and distance to the nearest point of that property line.

Exception: Corners. If two property lines (or two segments of the same property line) have equidistant point to the luminaire, then the luminaire may be oriented so that the intersection of the two lines (the corner) is directly behind the luminaire. The luminaire shall still use the distance to the nearest points(s) on the property lines to determine the required backlight rating.

5.106.8.2 Facing-Glare.

For luminaires covered by 5.106.8.1, if a property line also exists within or extends into the front hemisphere within 2MH of the luminaire then the luminaire shall comply with the more stringent glare rating specified in Table

5.106.8 based on the lighting zone and distance to the nearest point on the nearest property line within the front hemisphere.

Note: [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.

5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6.

5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years.

Exceptions: Surface parking area covered by solar photovoltaic shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part inlieu of shade tree planting.

5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.

Exceptions: Playfields for organized sport activity are not included in the total area calculation.

5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

Exceptions:

1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree planting.

2. Designated and marked play areas of organized sport activity are not included in the total area calculation.

TABLE 5.106.5.4.1 RACEWAY CONDUIT AND PANEL POWER
REQUIREMENTS FOR MEDIUM- AND HEAVY-DUTY EVSE [N]
BUILDING TYPE BUILDING SIZE (SQ. FT.)

NUMBER OF

OFF-STREET

LOADING SPACES

ADDITIONAL

CAPACITY

REQUIRED (KVA)

FOR RACEWAY &

BUSWAY AND

TRANSFORMER &
PANEL
Grocery
10,000 to 90,000
1 or 2 200
3 or Greater 400
Greater than 90,000 1 or Greater 400
Retail
10,000 to 135,000
1 or 2 200
3 or Greater 400
Greater than 135,000 1 or Greater 400
Warehouse
20,000 to 256,000
1 or 2 200
3 or Greater 400
Greater than 256,000 1 or Greater 400

MAXIMUM ALLOWABLE
GLARE RATING 5 (G)

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G1 G2 G3 G4

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G1 G1 G2

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) N/A G0 G0 G1 G1

MAXIMUM ALLOWABLE
GLARE RATING 5 (G) 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. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaries located in these areas shall meet U-value limits for "all other outdoor lighting" 2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS
AMHG

AS NOTED
JUNE 25 2024
2000114-02
SHEET NO. XXX XXX

CAL GREEN
G-061
SLO City Hall TI

CAL GREEN
2024 APR 08 90% CD
03-31-2025
2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

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 exceed0.125 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.

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; ormeet a local construction and demolition waste management ordinance, whichever is more stringent.

5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that:

1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale.

2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream).

3. Identifies diversion facilities where construction and demolition waste material collected will be taken.

4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both.

5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section.

Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company.

Exceptions to Sections 5.408.1.1 and 5.408.1.2:

1. Excavated soil and land-clearing debris.

2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist.

3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets.

5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency.

5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency.Notes:

1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission- Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste management plan.

2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle).

5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Wasteitems such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents.

Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/

5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed.

Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.Notes:

1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material.

2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL5.501.1 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 DEFINITIONS5.502.1 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 motorthat 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 groundsupport 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 maynot 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, ahdrochlorofluorocarbon, 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 feetor 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 definitionincluded in that specific regulation is the one that prevails for the specific measure in question.

SECTION 5.503 FIREPLACES5.503.1 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 PerformanceStandards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits.

SECTION 5.504 POLLUTANT CONTROL5.504.1 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 addressingeach 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 BalanceCouncil National Standards or as approved by the enforcing agency. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 2 (January 2023) SECTION 5.303 INDOOR WATER USE

5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections503.1.1 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.

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.

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.

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.

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.

5.303.4 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
RESPON.

PARTY
20 NO 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.

5.303.3.4.6 Pre-rinse spray value
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607 (d)(7), and shall be equipped with an integral automatic shutoff.

FOR REFERENCE ONLY:The following table and code section have been reprinted from the California Code of Regulations, Title 20 (Appliance Efficiency Regulations), Section 1605.1 (h)(4) and Section 1605.3 (h)(4)(A).

TABLE H-2

STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS[spray force in ounce force (ozf)] MAXIMUM FLOW RATE (gpm) Product Class 1 (≤ 1.00
Product Class 2 (> 5.0 ozf and ≤ 1.20
Product Class 3 (> 8.0 ozf) 1.28
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SHEET TITLE:
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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 productlimits 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 California Department of Public Health,"Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"Version 1.2, January 2017 (Emission testing method for California Specifications 01350).See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.4.2 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 50OUTDOOR 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 100SINGLE-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 250STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250

SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30PLASTIC FOAMS 50POROUS 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 760NONMEMBRANE ROOF 300ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420

SEALANT PRIMERS
ARCHITECTURAL NONPOROUS 250 POROUS 775
MODIFIED BITUMINOUS 500MARINE 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 - CONT.

GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS

COATING CATEGORY CURRENT VOC LIMIT

SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400BITUMINOUS ROOF COATINGS 50BITUMINOUS ROOF PRIMERS 350BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50DRY FOG COATINGS 150FAUX FINISHING COATINGS 350FIRE RESISTIVE COATINGS 350FLOOR COATINGS 100FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450MASTIC TEXTURE COATINGS 100METALLIC PIGMENTED COATINGS 500MULTICOLOR COATINGS 250PRETREATMENT WASH PRIMERS 420PRIMERS, SEALERS, & UNDERCOATERS 100REACTIVE PENETRATING SEALERS 350RECYCLED COATINGS 250ROOF COATINGS 50RUST PREVENTATIVE COATINGS 250 SHELLACS:

CLEAR 730OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100STAINS 250STONE CONSOLIDANTS 450SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250WOOD COATINGS 275WOOD PRESERVATIVES 350ZINC-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 MILLIONPRODUCT CURRENT LIMITHARDWOOD PLYWOOD VENEER CORE 0.05HARDWOOD PLYWOOD COMPOSITE CORE 0.05PARTICLE BOARD 0.09MEDIUM 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 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 thatutilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities.Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.

5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below.

5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less.

5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils.

5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil.

Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer'srecommendations.

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 preventcorrosion 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 QUALIFICATIONS702.1 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 orspecial inspection is necessary to verify compliance, that method of compliance will be specified in the appropriatesection or identified applicable checklist. 2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
NONRESIDENTIAL MANDATORY MEASURES, SHEET 3 (January 2023) SECTION 5.505 INDOOR MOISTURE CONTROL

5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code.

SECTION 5.506 INDOOR AIR QUALITY

5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8.5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4).

5.506.3 Carbon dioxide (CO2) monitoring in classrooms.
(DSA-SS) Each public K-12 school classroom, as listed in Table 120.1-A of the California Energy Code, shall be equipped with a carbon dioxide monitor or sensor that meets the following requirements:

1. The monitor or sensor shall be permanently affixed in a tamper-proof manner in each classroom between 3 and 6 feet (914 mm and 1829 mm) above the floor and at least 5 feet (1524 mm) away from door and operable windows.

2. When the monitor or sensor is not integral to an Energy Management Control System (EMCS), the monitor or sensor shall display the carbon dioxide readings on the device. When the sensor is integral to an EMCS, the carbon dioxide readings shall be available to and regularly monitored by facility personnel.

3. A monitor shall provide notification though a visual indicator on the monitor when the carbon dioxide levels in the classroom have exceeded 1,100ppm. A sensor integral to an EMCS shall provide notification to facility personnel through a visual and/or audible indicator when the carbon dioxide levels in the classroom have exceeded 1,100ppm.

4. The monitor or sensor shall measure carbon dioxide levels at minimum 15- minute intervals and shall maintain a record of previous carbon dioxide measurements of not less than 30 days duration.

5. The monitor or sensor used to measure carbon dioxide levels shall have the capacity to measure carbon dioxide levels with a range of 400ppm to 2000ppm or greater.

6. The monitor or sensor shall be certified by the manufacturer to be accurate within 75ppm at 1,000ppm carbon dioxide concentration and shall be certified by the manufacturer to require calibration no more frequently thanonce every 5 years.

SECTION 5.507 ENVIRONMENTAL COMFORT5.507.4 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 inSection 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 ofat 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 QUALITY5.508.1 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 notcontain CFCs.5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons.

5.504.4.6 Resilient flooring systems. Where resilient flooring is installed, at least 80 percent of floor area receiving resilient flooring shall meet the requirements of the California Department of Public Health,"StandardMethod for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications 01350)See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits.

5.504.4.7 Thermal insulationComply with the requirements of the California Department of Public Health, "Standard Method of the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, "Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4.7.1 Verification of compliance.

Documentation shall be provided verifying that thermal insulation materials meet the pollutant emission limits.

5.504.4.8 Acoustical ceiling and wall panels.Comply with the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, " Version 1.2, January 2017 (Emission testing method for California Specification 01350).

See California Department of Public Health's website for certification programs and testing labs.

5.504.4.8.1 Verification of compliance. Documentation shall be provided verifying that acoustical finish materials meet the pollutant emission limits.

5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of

13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual.

Exceptions: Existing mechanical equipment.

5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating.

5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city,county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions.

5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following:

1. Manufacturer's product specification

2. Field verification of on-site product containers

5.504.4.4 Carpet Systems.All carpet installed in the building interior shall meet the requirements of the California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers." Version 1.2, January 2017 (Emission testing method for California Specifications 01350).See California Department of Public Health's website for certification programs and testing labs. https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material

5.504.4 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.

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.

Y N/A Y N/A Y N/A Y N/A
2 N
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
RESPON.

PARTY
Y = YES
N/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS
AMHG

AS NOTED
JUNE 25 2024
2000114-02
SHEET NO. XXX XXX

CAL GREEN
G-063
SLO City Hall TI

CAL GREEN
2024 APR 08 90% CD
03-31-2025
2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

2024 FEB 12 50% DD

DATE ISSUE

SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS
AMHG

AS NOTED
JUNE 25 2024
2000114-02
SHEET NO. XXX XXX

ACCESSIBLITY NOTES
G-131
SLO City Hall TI

ACCESSIBLITY NOTES
2024 APR 08 90% CD
03-31-2025
2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

1.2.3.4.5.6.7.8.9.10.11. 2022 CBC 11B-404.2 - Manual doors and doorways and manual gatesintended for user passage shall comply with 2022 CBC Section 11B-404.2.2022 CBC 11B-404.2.1 - Revolving doors, revolving gates, and turnstiles shallnot be part of accessible route.2022 CBC 11B-404.2.2 - At least one of the active leaves of doorways with twoleaves shall comply with Sections 11B-404.2.3 and 11B-404.2.4.2022 CBC 11B-404.2.3 - Door openings shall provide a clear width of 32" min.Clear openings of doorways with swinging doors shall be measured betweenthe face of the door and the stop, with the door open 90 degrees. Openingsmore than 24" deep shall provide a clear opening of 36" min. There shall beno projections into the required clear opening with lower than 34" above thefinish floor or ground. Projections into the clear opening width between 34"and 80" above the finish floor or ground shall not exceed 4".2022 CBC 11B-404.2.4 - Minimum maneuvering clearances at doors and gatesshall comply with Section 11B-404.2.4. Maneuvering clearances shall extendthe full width of the doorway and the required latch side or hinge sideclearance.1. Swinging doors and gates shall have maneuvering clearances complyingwith Table 11B-404.2.4.1.2. Doorways less than 36" wide without doors or gates, sliding doors, or foldingdoors shall have maneuvering clearances complying with Table 11B-404.2.4.2.3. Maneuvering clearances for forward approach shall be provided whenany obstruction within 18" of the latch side at an interior doorway, or within 24"of the latch side of an exterior doorway, projects more than 8" beyond theface of the door, measured perpendicular to the face of the door or gate.4. Floor or ground surface within required maneuvering clearances shallcomply with Section 11B-302. Changes in level, slopes exceeding 1:48, anddetectable warnings shall not be permitted.2022 CBC 11B-404.2.5 - Thresholds, if provided at doorways, shall be 1/2" highmax. Raised thresholds and changes in level at doorways shall comply withSections 11B-302 and 11B-303.2022 CBC 11B-404.2.6 - The distance between two hindged or pivoted doorsin series and gates in series shall be 48" min. plus the width of doors or gatesswinging into the space.2022 CBC 11B-404.2.7 - Handles, pulls, latches, locks, and other operable partson doors and gates shall be operable with one hand and shall not requiretight grasping, pinching, or twisting of the wrist. Operable parts of suchhardware shall be 34" min and 44" max above the finish floor or ground.Where sliding doors are in the fully open position, operating hardware shall beexposed and usable from both sides.2022 CBC 11B-404.2.8 - Door and gate closing speed shall comply withSection 11B-404.2.8.1. Door closers and gate closers shall be adjusted so that from an openposition of 90 degrees, the time required to move the door to a position of 12degrees from the latch is 5 seconds min.2. Door and gate spring hinges shall be adjusted so that from the openposition of 70 degrees, the door or gate shall move to the closed position in1.5 seconds min.2022 CBC 11B-404.2.9 - The force for pushing or pulling open a door or gateshall be 5lbs max. When fire door is required, the maximum effort to operatethe door may not exceed 15lbs. This force does not apply to the forcerequired to retract latch bolts or disengage other devices that hold the dooror gate in a closed position.2022 CBC 11B-404.2.10 - Swinging door and gate surfaces within 10" of thefinish floor or ground measured vertically shall have a smooth surface on thepush side extending the full width of the door or gate. Parts creatinghorizontal or vertical joints in these surfaces shall be within 1/16" of the sameplane as the other and be free or abrasive edges. Cavities created by addedkick plate shall ber capped.

1.2.3.4.5. 2022 CBC 11B-303.1 - Where changes in level are permitted in floor or groundsurfaces, they shall comply with 2022 CBC Section 11B-303. Exceptions:1. Animal containment areas shall not be required to comply with Section11B-303.2. Areas of sport activity shall not be required to comply with Section 11B-303.2022 CBC 11B-303.2 - Changes in level of 1/4" high maximum shall bepermitted to be vertical and without edge treatment.2022 CBC 11B-303.3 - Changes in level between 1/4" high min and 1/2" highmax shall be beveled with a slope not steeper than 1:2.2022 CBC 11B-303.4 - Changes in level greater than 1/2" high shall beramped, and shall comply with Section 11B-405 or 11B-406.2022 CBC 11B-303.5 - Abrupt changes in level exceeding 4" in a verticaldimension between walks, sidewalks, or other pedestrain ways and adjacentsurfaces or features shall be identified by warning curbs at least 6" in heightabove the walk or side-walk surface. Excptions:1. A warning curb is not required between a walk or sidewalk and anadjacent street or driveway.2. A warning curb is not required when a guard or handrail is provided with aguide rail centered 2 inches (51 mm) minimum and 4 inches (102 mm)maximum above the surface of the walk or sidewalk.

FRONT APPROACH 3 , per CBC 2022
Graphic sourced from CARM 6th Edition

DOOR CLEARANCES -
FRONT APPROACH – PULL SIDE (a)
18”
Min.
60”
Min. Add 6” at
exterior side
of exterior door.

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS & GATES
FRONT APPROACH – PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER & LATCH (c)
12”
Min.
48”
Min.

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS & GATES
CHANGE IN LEVEL 16 Graphic sourced from 2022 CBC
LATCH SIDE APPROACH 4 HINGE SIDE APPROACH 5 per CBC 2022 Graphic sourced from the CARM 6th Edition
per CBC 2022
graphic sourced from CARM 6th Edition

DOOR CLEARANCES - DOOR CLEARANCES -
HINGE APPROACH – PULL SIDE (ADA ONLY) (e)

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS & GATES
HINGE APPROACH – PUSH SIDE, DOOR
PROVIDED WITH BOTH CLOSER AND LATCH (g)

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS & GATES
LATCH APPROACH – PULL SIDE (j)
24”
Min.
60”
Min.

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS & GATES
LATCH APPROACH – PUSH SIDE, DOOR
PROVIDED WITH CLOSER (k)
24”
Min.
48”
Min.

MANEUVERING CLEARANCES AT MANUAL

SWINGING DOORS & GATES
48”
Max
48”Min. 30”Min.
15”
Min.
?
48”
Max
10” Max
48”Min. 30”Min.
15”
Min.

OBSTRUCTED HIGH FORWARD REACH 9 UNOBSTRUCTED FORWARD REACH 8 UNOBSTRUCTED SIDE REACH 10 OBSTRUCTED HIGH SIDE REACH 15

1.2.3. 2022 CBC 11B-308.1 - Reach ranges shall comply with 2022 CBC Section11B-308.1. Controls and switches intended to be used by the occupant of a room orarea to control lighting and receptacle outlets, appliances or cooling,heating and ventilating equipment, shall comply with Section 11B-308 except the low reach shall be measured to the bottom of the outlet box and the highreach shall be measured to the top of the outlet box.2. Electrical receptable outlets on branch curcits of 30 amperes or less andcommunication system receptacles shall comply with Section 11B-308 exceptthe low reach shall be measured to the bottom of the outlet box and the highreach shall be measured to the top of the outlet box. 2022 CBC 11B-308.2 - Forward Reach1. Where a forward reach is unobstructed, the high forward reach shall be 48"max. and the low forward reach shall be 15" min. above the finish floor orground.2. Where a high forward reach is over an obstruction, the clear floor spaceshall extend beneath the element for a distance not less than the requiredreach depth over the obstruction. The high forward reach shall be 48" max.where the reach depth is 20" max. Where the reach depth exceeds 20". thehigh forward reach shall be 44" max. and the reach depth shall be 25" max.2022 CBC 11B-308.3 - Side Reach1. Where a clear floor or ground space allows a parallel approach to anelement and the side reach is unobstructed, the high side reach shall be 48"max. and the low side reach shall be 15" min. above the finish or ground.An obstruction shall be permitted between the clear floor or ground spaceand the element where the depth of the obstruction is 10" max.Operable parts of fuel dispensers shall be permitted to be 54" max. measuredfrom the surface of the vehicular way where fuel dispensers are installed onexisting curb.2. Where a clear floor or ground space allows a parallel approach to anelement and the high side reach is over an obstruction, the height of theobstruction shall be 34" max. and the depth of the obstruction shall be 24"max. The high side reach shall be 48" max. for a reach depth of 10" max.Where the reach depth exceeds 10", the high side reach shall be 46" max. fora reach depth of 24" max.The top of washing machines and clothes dryers shall be permitted to be 36"max. above the finish floor.The operable parts of fuel dispensers shall be permitted to be 54" max.measured from the surface of the vehicular way where fuel dispensers areinstalled on existing curbs.

1.2. 2022 CBC 11B-205.1 - Operable parts on accessible elements, accessibleroutes, and in accessible rooms and spaces shall comply with Section11B-309.Exceptions:1. Operable parts that are intended for use only by service or maintenancepersonnel shall not be required to comply with Section 11B-309.2. Electrical or communication receptacles serving a dedicated use shall notbe required to comply with Section 11B-309.3. Floor electrical receptacles shall not be required to comply with Section11B-309.4. HVAC diffusers shall not be required to comply with Section 11B-309.5. Except for light switches where redundant controls are provided for a singleelement, one control in each space shall not be required to comply withSection 11B-309.6. Cleats and other boat securement devices shall not be required to complywith Section 11B-309.3.7. Exercise machines and exercise equipment shall not be required to complywith Section 11B-309.2022 CBC 11B-309 - Operable Parts1. Operable parts shall comply with Section 11B-309.2. A clear floor or ground space complying with Section 11B-305 shall beprovided.3. Operable parts shall be placed within one or more of the reach rangesspecified in Section 11B-308.4. Operable parts shall be operable with one hand and shall not require tightgrasping, pinching, or twisting of the wrist. The force required to activateoperable parts shall be 5lbs max.

SIDE REACH - ELECTRICAL 13 Graphic(s) sourced from the from the 2023 California Accessibility Reference Manual
SIDE REACH - STORAGE 14 Graphic(s) sourced from the from the 2023 California Accessibility Reference Manual

Refer to plan for required widths. An accessible route of travel is defined as a continuous unobstructed path connecting allaccessible elements and spaces in an accessible building or facilitythat can be negotiated by a person with a severe disability using awheelchair and that is also safe for and usable by persons with otherdisabilities. Refer to accessible path of travel notes, walks andsidewalk notes.

UP
W-01
D-(E)
D-(E)
D-(E) D-09
D-08 D-(E)
D-(E)
D-12
D-(E)
D-14
D-(E) D-15
D-03 D-(E) W-02 W-(E) D-(E) D-(E)
D-06 D-05
D-04
D-01
D-02
D-11
D-07 D-(E)
W-03
D-13
D-(E)
D-10
ACCESSIBLE ROUTE PLAN3/32" = 1'-0"

HATCHED AREA

NOT IN SCOPE

HATCHED AREA

NOT IN SCOPE
3'-8"
3'-8"
3'-0"
3'-8"
3'-8"
3'-8"
3'-8"
3'-0" 3'-8"
3'-8"
3'-8"
3'-0"

PUBLIC SIDEWALK

PALM STREET

OSOS STREET
1 2 3 4 5 6 7 8 9
AB
CD
A.1
B.1
C.1
D.1
D.3
D.2
3'-0"
3'-0"
3'-0" 3'-0" 3'-0"
3'-0" 3'-0"3'-0" 3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
3'-0" 3'-0"3'-0" 3'-0" 3'-0" 3'-0" 3'-0"
3'-0" 3'-0" 3'-0"3'-0" 3'-0" 3'-0"
3'-0" 3'-0"
3'-0"
3'-0"
3'-0"
3'-0"

1.2.3.4.5.6.7. 2022 CBC 11B-703.1 - Signs shall comply with 2022 CBC Section 11B-703.Where both visual and tactile characters are required, either one sign withboth visual and tactile characters, or two separate signs, one with visual, andone with tactile characters, shall be provided.2022 CBC 11B-703.2 - Raised characters shall comply with Section 11B-703.2and shall be duplicated in Braille complying with Section 11B-703.3. Raisedcharacters shall be installed in accordance with Section 11B-703.4.1. Depth - Raised characters shall be 1/32" min. above their background.2. Case - Characters shall be uppercase.3. Style - Characters shall be sans serif. Characters shall not be italic, oblique,script, highly decorative, or of other unusual forms.4. Character proportions - Characters shall be selected from fonts where thewidth of the uppercase letter "O" is 60 percent minimum and 110 percentmaximum of the height of the uppercase letter "I".5. Character height - Character height measured vertically from the baselineof the character shall be 5/8" min. and 2" max. based on the height of theuppercase letter "I".6. Stroke thickness - Stroke thickness of the uppercase letter "I" shall be 15 percent maximum of the height of the character.7. Character spacing - Character spacing shall be measured between thetwo closest points of adjacent raised characters within a message, excludingword spaces. Where characters have rectangular cross sections, spacingbetween individual raised characters shall be 1/8 inch (3.2 mm) minimum and4 times the raised character stroke width maximum. Where characters haveother cross sections, spacing between individual raised characters shall be1/16 inch (1.6 mm) minimum and 4 times the raised character stroke widthmaximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimumand 4 times the raised character stroke width maximum at the top of thecross sections. Characters shall be separated from raised borders anddecorative elements 3/8 inch (9.5 mm) minimum.8. Line spacing - Spacing between the baselines of separate lines of raisedcharacters within a message shall be 135 percent minimum and 170 percentmaximum of the raised character height.9. Format - Text shall be in horizontal format. 2022 CBC 11B-703.3 - Braille shall be contracted (Grade 2) and shall complywith Section 11B-703.3 and 11B-703.4.1. Dimensions and capitalization - Braille dots shall have a domed or roundedshape and shall comply with Braille Dimension table this sheet. The indicationof an uppercase letter or letters shall only be used before the first word ofsentences, proper nouns and names, individual letters of the alphabet, initials,and acronyms.2. Position - Braille shall be positioned below the corresponding text in ahorizontal format, flush left or centered. If text is multilined, Braille shall beplaced below the entire text. Braille shall be separated 3/8" min. and 1/2"max. from any other tactile characters and 3/8" min from raised boarders anddecorative elements.2022 CBC 11B-703.4 - Signs with tactile characters shall comply with Section11B-703.4.1. Height above finish floor or ground - Tactile characters on signs shall belocated 48" min. above the finish floor or ground surface, measured from thebaseline of the lowest Braille cells and 60" max. above the finish floor orground surface, measured from the baseline of the highest line of raisedcharacters.2. Location - Where a tactile sign is provided at a door, the sign shall belocated alongside the door at the latch side. Where a tactile sign is providedat double doors with one active leaf, the sign shall be located on the inactiveleaf. Where a tactile sign is provided at double doors with two active leafs,the sign shall be located to the right of the right hand door. Where there is nowall space at the latch side of a single door or at the right side of doubledoors, signs shall be located on the nearest adjacent wall. Signs containingtactile characters shall be located so that a clear floor space of 18 inches(457 mm) minimum by 18 inches (457 mm) minimum, centered on the tactilecharacters, is provided beyond the arc of any door swing between theclosed position and 45 degree open position. Where provided, signsidentifying permanent rooms and spaces shall be located at the entrance to,and outside of the room or space. Where provided, signs identifying exits shallbe located at the exit door when approached in the direction of egresstravel.2022 CBC 11B-703.5 - Visual characters shall comply with Section 11B-703.5.EXCEPTIONSWhere visual characters comply with Section 11B-703.2 and areaccompanied by Braille complying with Section 11B-703.3, they shall not berequired to comply with Section 11B-703.5.2 through 11B-703.5.6, 11B-703.5.8and 11B-703.5.92022 CBC 11B-703.6 - Pictograms shall comply with Section 11B-703.6.1. Pictogram field - Pictograms shall have a field height of 6" min. Charactersand Braille shall not be located in the pictogram field.2. Finish and contrast - Pictograms and their field shall have a non-glare finish.Pictograms shall contrast with their field with either a light pictogram onadark field or a dark pictogram on a light field.3. Text descriptors - Pictograms shall have text descriptors located directlybelow the pictogram field.2022 CBC 11B-703.7 - Symbols of accessibility shall comply with Section11B-703.7

INTERNATIONAL SYMBOLOF ACCESSIBILITY (ISA)

1.2.3.4. 2022 CBC 11B-206.1 - Accessible routes shall be provided in accordance with2022 CBC Section 11B-206 and shall comply with Division 4.2022 CBC 11B-206.2 - Accessible routes shall be provided where required bySection 11B-206.2.1. At least one accessible route shall be provided within the site fromaccessible parking spaces and accessible passenger drop-off and loadingzones; public streets and sidewalks; and public transportation stops to theaccessible building or facility entrance they serve. Where more than oneroute is provided, all routes must be accessible.2. At least one accessible route shall connect accessible buildings, accessiblefacilities, accessible elements, and accessible spaces that are on the samesite.3. At least one accessible route shall connect each story and mezzanine inmultistory buildings and facilities.4. At least one accessible route shall connect accessible building or facilityentrances with all accessible spaces and elements within the building orfacility, including mezzanines, which are otherwise connected by a circulationpath unless exempted by Section 11B-206.2.3 Exceptions 1 through 7.2022 CBC 11B-206.3 - Accessible routes shall coincide with or be located in thesame area as general circulation paths. Where circulation paths are interior,required accessible routes shall also be interior. An accessible route shall notpass through kitchens, storage rooms, restrooms, closets or other spaces usedfor similar purposes, except as permitted by Chapter 10.2022 CBC 11B-402.2 - Accessible routes shall consist of one or more of thefollowing components: walking surfaces with a running slope not steeper than1:20, doorways, ramps, curb ramps excluding the flared sides, elevators, andplatform lifts. All components of an accessible route shall comply with theapplicable requirements of Division 4. 2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.DATE:

PROJECT TITLE:

SHEET TITLE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS
AMHG

AS NOTED
JUNE 25 2024
2000114-02
SHEET NO. XXX XXX

FIRST FLOOR ACCESSIBLE

ROUTE PLAN
G-133
SLO City Hall TI

FIRST FLOOR ACCESSIBLE ROUTE PLAN
2024 APR 08 90% CD
03-31-2025
2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
G-134

FIRST FLOOR CODE PLAN

FIRST FLOOR CODE PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET EXIT Indicates exit out of door for egress path of travel Indicates egress path of travel
The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases wherethe exit or the path of egress travel is not immediately visible to the occupants.Exit sign placement shall be such that no point in an exit access corridor orexit passageway is more than 100'0" or the listed viewing distance for the sign,whichever is less, from the nearest visible exit sign.Externally illiuminated exit signs shall have plainly legible not less than 6" highwith the principal strokes of the letters not less than 3/4" wide. The word "EXIT"shall have letters having a width not less than 2" wide, except the letter 'I", andthe min. spacing between letters shall be not less than 3/8".The word "EXIT" shall be in high contrast with the background and shall beclearly discernible when the means of exit sign illumination is or is not energized.If a chevron directional indicator is provided as part of the exit sign, theconstruction shall be such tha tthe direction of the chevron directional indicatorcannot be readily changed Floor openings containing exit access stairways or ramps that do not complywith one of the conditions listed in this section shall be enclosed with a shaftenclosure constructed in accordance with Section 713Per NFPA13, 2020 Edition Definition 3.3.8Draft curtain-A continuous material protruding downward from theceiling to create a resevoir for collecting smoke and heatPer NFPA13, 2020 Edition, Section 8.15.4, Draft stops shalll meet all of thefollowing criteria:1) Draft stops shall be located immediately adjacent to the opening2) Draft stops shall be at least 18" deep3) Draft stops shall be of non combustible or limited combustible materialthat will stay in place before and during sprinkler operationLxW must be less than or equal to 2x the projectedhorizontal area (40 lineal feet) multiplied by the width of the stair (4'4")14x12= 1682 x 40 x 4.33'=346.40 feet, therefore o.k.Refer to reflected ceiling plan and sheet A-121 for additional information The word "EXIT" shall be in high contrast with the background and shall beclearly discernible when the means of exit sign illumination is or is not energized.If a chevron directional indicator is provided as part of the exit sign, theconstruction shall be such tha tthe direction of the chevron directional indicatorcannot be readily changed Each grade-level exterior exit door shall be identified by a tactile exit with theword, "EXIT". Refer to sinage floorplans on SN-1 and SN-3 and refer to exitsignage notes and details on 14/SN-3. (CBC Section 1019.3) Condition #4: Exit access stairways and ramps inbuildings equipped throughout with an automatic sprinkler system inaccordance with Section 903.3.1.1, where the area of the verticalopening between stories does not exceed twice the horizontal projectedarea of the stairway or ramp and the opening is protected by a draftcurtain and closely spaced sprinklers in accordance with NFPA 13. Inother than Group B and M occupancies, this provision is limited toopenings that do not connect more than four stories.

UP
142 sq ft
68 sq ft
93 sq ft
145 sq ft
146 sq ft
135 sq ft
101 sq ft
450 sq ft 327 sq ft
219 sq ft
107 sq ft
94 sq ft
72 sq ft
93 sq ft
124 sq ft
25 sq ft
10 sq ft 111 sq ft
41 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft 38 sq ft
38 sq ft
38 sq ft
38 sq ft
50 sq ft
50 sq ft
38 sq ft
38 sq ft38 sq ft 38 sq ft 38 sq ft 38 sq ft
38 sq ft 38 sq ft 38 sq ft
180 sq ft
49 sq ft
44 sq ft 51 sq ft
45 sq ft 47 sq ft
46 sq ft44 sq ft
44 sq ft
142 sq ft
142 sq ft
146 sq ft
103 sq ft
447 sq ft
359 sq ft
209 sq ft
370 sq ft
101 sq ft 105 sq ft
68 sq ft
130 sq ft
CODE ANALYSIS / EXITING PLANScale: 1/8" = 1'-0"
EXIT
EXIT

EXIT EXIT
1 7
2 5
17 1
1 15
48 1
1 2 2 7 6
1 111
30 2
1 2
12 33
D.2D.3D.1
D DC C
C.1
B B
B.1
A A
A.1
11 22
33 44
55 66
77 88
99 HATCHED AREA

NOT IN SCOPE
1 3
1 12
2 2
C
O
M
M
O
N
P
AT
H
O
F
T
R
A
V
E
L
:
5 8
'
5 "
16 9
8 1 1
3 32 5
COMMON PATH OF TRAVEL: 56' 1"
15 10
3 2
EXIT TRAVEL DISTANCE: 119'
EXIT TRAVEL DISTANCE FIRST FLOOR: 90'0"
EXIT
EXIT
2 10.03

10.04 27 EXIT 5
37 EXIT
A
A-101
A
A-101
# DOOR ID - REFER TO SHEET A-601
WINDOW ID - REFER TO SHEET A-602
BOTTOM # REFERS TO SHEET NUMBERTOP # REFERS TO SECTION CUT REFERENCEARROW INDICATES DIRECTION OF VIEWBOTTOM # REFERS TO SHEET NUMBERTOP # REFERS TO INTERIOR ELEVATION REFERENCE NUMBERARROW INDICATES DIRECTION OF VIEW #

INDICATES OCCUPANCY LOADINDICATES ROOM SIZEINDICATES OCCUPANCY TYPEINDICATES ROOM NAME

XX X XX

INDICATES ROOM NUMBER
447 sq ft 447 sq ft BUSINESS Unconcentrated Tables & Chairs 15146 sq ft 146 sq ft BUSINESS Unconcentrated Tables & Chairs 15142 sq ft 142 sq ft BUSINESS Business Areas 150142 sq ft 142 sq ft BUSINESS Business Areas 150146 sq ft 146 sq ft BUSINESS Business Areas 150135 sq ft 135 sq ft BUSINESS Business Areas 150101 sq ft 101 sq ft BUSINESS Business Areas 150103 sq ft 103 sq ft BUSINESS Business Areas 150450 sq ft 450 sq ft ACCESSORY Accessory Storage 300327 sq ft 327 sq ft ACCESSORY Accessory Storage 300219 sq ft 219 sq ft ACCESSORY Unconcentrated Tables & Chairs 15 68 sq ft 68 sq ft CIRCULATION - -93 sq ft 93 sq ft BUSINESS Unconcentrated Tables & Chairs 15 142 sq ft 142 sq ft ACCESSORY Accessory Storage 300
93 sq ft 93 sq ft CIRCULATION - -
107 sq ft 107 sq ft CIRCULATION - -
72 sq ft 72 sq ft BUSINESS Concentrated Business 50
130 sq ft 130 sq ft BUSINESS Business Areas 150
94 sq ft 94 sq ft - Equipment Room 300
145 sq ft 145 sq ft BUSINESS Business Areas 150180 sq ft 180 sq ft - - -124 sq ft 124 sq ft - - - 25 sq ft 25 sq ft ACCESSORY Accessory Storage 30010 sq ft 10 sq ft ACCESSORY Accessory Storage 300 111 sq ft 111 sq ft BUSINESS Concentrated Business 50
41 sq ft 41 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5037 sq ft 37 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5037 sq ft 37 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5037 sq ft 37 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5050 sq ft 50 sq ft BUSINESS Concentrated Business 5050 sq ft 50 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5038 sq ft 38 sq ft BUSINESS Concentrated Business 5049 sq ft 49 sq ft BUSINESS Concentrated Business 5051 sq ft 51 sq ft BUSINESS Concentrated Business 5044 sq ft 44 sq ft BUSINESS Concentrated Business 5047 sq ft 47 sq ft BUSINESS Concentrated Business 5045 sq ft 45 sq ft BUSINESS Concentrated Business 5046 sq ft 46 sq ft BUSINESS Concentrated Business 5044 sq ft 44 sq ft BUSINESS Concentrated Business 5044 sq ft 44 sq ft BUSINESS Concentrated Business 50 359 sq ft 359 sq ft BUSINESS Unconcentrated Tables & Chairs 150209 sq ft 209 sq ft BUSINESS Business Areas 150370 sq ft 370 sq ft BUSINESS Business Areas 150101 sq ft 101 sq ft BUSINESS Business Areas 150105 sq ft 105 sq ft BUSINESS Business Areas 150 68 sq ft 68 sq ft BUSINESS Business Areas 150
LONGEST DIAGONAL = 133'-11"SPRINKLERED BUILDING, DISTANCE BETWEEN EXITS MUST BE A MINUMUM OF 1/3THE LONGEST DIAGONAL DISTANCE APART.1/3 LONGEST DIAGONAL = 45'DISTANCE BETWEEN EXITS = 74'-2", THEREFORE OK.FOR OCCUPANCY TYPE B SPRINKLERED BUILDING, THE MAXIMUM COMMONPATH OF TRAVEL IS 100FT.MAX COMMON PATH OF TRAVEL IS 90', THEREFORE OK. #
##
Occupancy Load for the space at the location of the markerOccupancy Load that is traveling on the path up to thepoint of the marker. Sum of occupants up to the point of the marker.

10.03 THIS SIDE OF DOUBLE BI-PART DOOR TO BE BOLTED CLOSED UNLESS NEEDED FOR PALETTE CLEARANCE, REFER TO CBC 2022 SECTION 1010.2.5.INACTIVE LEAF WILL NOT CONTAIN DOORKNOBS, PANIC BARS, OROPERATING HARDWARE.

10.04 DOOR MUST BE SECURED OPEN AT ALL TIMES. INSTALL SIGN STATING, "THIS DOOR MUST REMAIN OPEN WHEN BUILDING IS OCCUPIED".
#

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
G-135

SECOND FLOOR CODE PLAN

SECOND FLOOR CODE PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET The path of egress travel to exits and within exits shall be marked by readilyvisible exit signs to clearly indicate the direction of egress travel in cases wherethe exit or the path of egress travel is not immediately visible to the occupants.Exit sign placement shall be such that no point in an exit access corridor orexit passageway is more than 100'0" or the listed viewing distance for the sign,whichever is less, from the nearest visible exit sign.Externally illiuminated exit signs shall have plainly legible not less than 6" highwith the principal strokes of the letters not less than 3/4" wide. The word "EXIT"shall have letters having a width not less than 2" wide, except the letter 'I", andthe min. spacing between letters shall be not less than 3/8".The word "EXIT" shall be in high contrast with the background and shall beclearly discernible when the means of exit sign illumination is or is not energized.If a chevron directional indicator is provided as part of the exit sign, theconstruction shall be such tha tthe direction of the chevron directional indicatorcannot be readily changed Floor openings containing exit access stairways or ramps that do not complywith one of the conditions listed in this section shall be enclosed with a shaftenclosure constructed in accordance with Section 713Per NFPA13, 2020 Edition Definition 3.3.8Draft curtain-A continuous material protruding downward from theceiling to create a resevoir for collecting smoke and heatPer NFPA13, 2020 Edition, Section 8.15.4, Draft stops shalll meet all of thefollowing criteria:1) Draft stops shall be located immediately adjacent to the opening2) Draft stops shall be at least 18" deep3) Draft stops shall be of non combustible or limited combustible materialthat will stay in place before and during sprinkler operationLxW must be less than or equal to 2x the projectedhorizontal area (40 lineal feet) multiplied by the width of the stair (4'4")14x12= 1682 x 40 x 4.33'=346.40 feet, therefore o.k.Refer to reflected ceiling plan and sheet A-121 for additional information The word "EXIT" shall be in high contrast with the background and shall beclearly discernible when the means of exit sign illumination is or is not energized.If a chevron directional indicator is provided as part of the exit sign, theconstruction shall be such tha tthe direction of the chevron directional indicatorcannot be readily changed Each grade-level exterior exit door shall be identified by a tactile exit with theword, "EXIT". Refer to sinage floorplans on SN-1 and SN-3 and refer to exitsignage notes and details on 14/SN-3. (CBC Section 1019.3) Condition #4: Exit access stairways and ramps inbuildings equipped throughout with an automatic sprinkler system inaccordance with Section 903.3.1.1, where the area of the verticalopening between stories does not exceed twice the horizontal projectedarea of the stairway or ramp and the opening is protected by a draftcurtain and closely spaced sprinklers in accordance with NFPA 13. Inother than Group B and M occupancies, this provision is limited toopenings that do not connect more than four stories.

UP
6'-1012"
124 sq ft
180 sq ft128 sq ft146 sq ft
207 sq ft118 sq ft105 sq ft126 sq ft
386 sq ft
1517 sq ft
184 sq ft
187 sq ft
176 sq ft 184 sq ft
101 sq ft106 sq ft
538 sq ft
104 sq ft130 sq ft
144 sq ft99 sq ft
97 sq ft
81 sq ft
585 sq ft
104 sq ft206 sq ft 120 sq ft
48 sq ft100 sq ft141 sq ft
115 sq ft
569 sq ft
99 sq ft93 sq ft95 sq ft
64 sq ft
116 sq ft 109 sq ft
CODE ANALYSIS / EXITING PLANScale: 1/8" = 1'-0"
EXIT
EXIT
D.2D.3D.1
D DC C
C.1
B B
B.1
A A
A.1
11 22
33 44
55 66
77 88
99 EXIT
EXIT
177'-9"
EXIT
EXIT TRAVEL DISTANCESECOND FLOOR: 52'11"

HATCHED AREA

NOT IN SCOPE
21 1
11 11
2 1
1 2
11 1
11 1
1 1
1 9
13 13
13 11
11 1
11 11
12 1
8 18
33 65
19 2
53 67
EXIT TRAVEL DISTANCEFIRST FLOOR: 90'0"
EXIT
52 99
4 76
48 A
A-101
A
A-101
# DOOR ID - REFER TO SHEET A-601
WINDOW ID - REFER TO SHEET A-602
BOTTOM # REFERS TO SHEET NUMBERTOP # REFERS TO SECTION CUT REFERENCEARROW INDICATES DIRECTION OF VIEWBOTTOM # REFERS TO SHEET NUMBERTOP # REFERS TO INTERIOR ELEVATION REFERENCE NUMBERARROW INDICATES DIRECTION OF VIEW #

INDICATES OCCUPANCY LOADINDICATES ROOM SIZEINDICATES OCCUPANCY TYPEINDICATES ROOM NAME

XX X XX

INDICATES ROOM NUMBER
124 sq ft 139 sq ft BUSINESS Business Areas180 sq ft 197 sq ft BUSINESS Business Areas128 sq ft 142 sq ft BUSINESS Business Areas146 sq ft 161 sq ft BUSINESS Business Areas207 sq ft 224 sq ft BUSINESS Business Areas 150118 sq ft 131 sq ft BUSINESS Concentrated Business 50105 sq ft 117 sq ft ACCESSORY Accessory Storage 300126 sq ft 137 sq ft BUSINESS Unconcentrated Tables & Chairs 15386 sq ft 408 sq ft BUSINESS Fixed Seating - 1517 sq ft 1566 sq ft BUSINESS Concentrated Business 50 184 sq ft 201 sq ft BUSINESS Unconcentrated Tables & Chairs 15187 sq ft 203 sq ft ACCESSORY Unconcentrated Tables & Chairs 15176 sq ft 192 sq ft - - -184 sq ft 201 sq ft - - -101 sq ft 114 sq ft BUSINESS Business Areas 150106 sq ft 120 sq ft BUSINESS Business Areas 150538 sq ft 575 sq ft BUSINESS Concentrated Business 50104 sq ft 117 sq ft BUSINESS Business Areas 150130 sq ft 146 sq ft BUSINESS Business Areas 150144 sq ft 159 sq ft BUSINESS Business Areas 150 99 sq ft 112 sq ft BUSINESS Business Areas 15097 sq ft 111 sq ft BUSINESS Business Areas 15081 sq ft 92 sq ft BUSINESS Business Areas 150 585 sq ft 627 sq ft BUSINESS Concentrated Business 50104 sq ft 117 sq ft BUSINESS Business Areas 150206 sq ft 226 sq ft BUSINESS Business Areas 150120 sq ft 134 sq ft BUSINESS Business Areas 150 48 sq ft 57 sq ft BUSINESS Business Areas 150
100 sq ft 113 sq ft BUSINESS Business Areas 150141 sq ft 156 sq ft ACCESSORY Accessory Storage 300115 sq ft 128 sq ft CIRTCULATION - -569 sq ft 603 sq ft BUSINESS Concentrated Business 50 99 sq ft 112 sq ft BUSINESS Concentrated Business 5093 sq ft 105 sq ft BUSINESS Business Areas 15095 sq ft 107 sq ft BUSINESS Business Areas 15064 sq ft 75 sq ft BUSINESS Business Areas 150 109 sq ft 123 sq ft BUSINESS Business Areas 150116 sq ft 129 sq ft BUSINESS Business Areas 150 EXIT Indicates exit out of door for egress path of travel Indicates egress path of travel
#
##
Occupancy Load for the space at the location of the markerOccupancy Load that is traveling on the path up to thepoint of the marker. Sum of occupants up to the point of the marker.

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
G-136

PLUMBING CALCULATION

PLUMBING CALCULATION
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET 142 sq ft
68 sq ft
93 sq ft
145 sq ft
146 sq ft
135 sq ft
101 sq ft
450 sq ft 327 sq ft
219 sq ft
107 sq ft
94 sq ft
72 sq ft
93 sq ft
124 sq ft
25 sq ft
10 sq ft 111 sq ft
41 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft 38 sq ft
38 sq ft
38 sq ft
38 sq ft
50 sq ft50 sq ft
38 sq ft
38 sq ft38 sq ft 38 sq ft 38 sq ft 38 sq ft
38 sq ft 38 sq ft 38 sq ft
180 sq ft
49 sq ft
44 sq ft 51 sq ft
45 sq ft 47 sq ft
46 sq ft44 sq ft
44 sq ft
142 sq ft
142 sq ft
146 sq ft
103 sq ft
447 sq ft
359 sq ft
209 sq ft
370 sq ft
101 sq ft 105 sq ft68 sq ft
130 sq ft
10 sq ft
44 sq ft 44 sq ft 51 sq ft
44 sq ft
107 sq ft
46 sq ft
49 sq ft
45 sq ft 47 sq ft
72 sq ft
38 sq ft 38 sq ft 38 sq ft
111 sq ft
41 sq ft
50 sq ft50 sq ft
38 38 sq ft 38 sq ft 38 sq ft 38 sq ft sq ft
38 sq ft 38 sq ft
38 sq ft
38 sq ft
38 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft
41 sq ft
38 sq ft 37 sq ft 38 sq ft
130 sq ft
145 sq ft
93 sq ft
101 sq ft
135 sq ft
103 sq ft
450 sq ft
146 sq ft
142 sq ft
142 sq ft
6,398 SF OFFICE43 OCCUPANTS
447 sq ft
812 SF CONFERENCE28 OCCUPANTS
359 sq ft
146 sq ft
219 sq ft
68 sq ft101 sq ft
370 sq ft
105 sq ft
209 sq ft

PLUMBING OCCUPANT LOAD PLAN & CALCULATION
LOAD FACTOR30150TOTAL 1ST FLOOR:

SPACE USECONFERENCEOFFICE
SQUARE FEET812 SF6,398 SF
LOAD284371
MEN: 91 WOMEN:91
WATER CLOSETSMEN: 2 REQ. FOR 51-100 MEN, 4 PROVIDED.WOMEN: 4 REQ. FOR 51-100 WOMEN, 5 PROVIDED.URNIALSMEN: 1 REQ. FOR 1-100 MEN, 3 PROVIDED.LAVATORIESMEN: 2 REQ. FOR 76-150 MEN, 2 PROVIDED.WOMEN: 2 REQ. FOR 51-100 WOMEN, 2 PROVIDED.DRINKING FOUNTAINS1 REQUIRED PER 150, THEREFORE 2 REQUIRED; 3 PROVIDED ON THEFIRST LEVEL __ ON THE SECOND LEVEL.

PLUMBING LOAD CALCULATION
PER TABLE 4-1: ACCESSORY AREAS SUCH AS, BUT NOT LIMITED TO,HALLWAYS/CORRIDORS, STAIRWAYS, RAMPS, TOILET ROOMS,MECHANICAL ROOMS, CLOSETS AND FIXED EQUIPMENT, MAY BEEXCLUDED FROM THE OCCUPANCY CALCULATION.

LOAD FACTOR3015050% # seatsTOTAL 2ND FLOOR:

SPACE USECONFERENCEOFFICEFIXED SEATING
SQUARE FEET883 SF4,141 SF1517
LOAD302853111

FIRST FLOOR
CPC 2022
6'-1012"
124 sq ft
180 sq ft128 sq ft146 sq ft
207 sq ft118 sq ft105 sq ft126 sq ft
386 sq ft
1517 sq ft
184 sq ft
187 sq ft
176 sq ft 184 sq ft
101 sq ft106 sq ft
538 sq ft
104 sq ft130 sq ft
144 sq ft99 sq ft
97 sq ft
81 sq ft
585 sq ft
104 sq ft206 sq ft 120 sq ft
48 sq ft100 sq ft141 sq ft
115 sq ft
569 sq ft
99 sq ft93 sq ft95 sq ft
64 sq ft
116 sq ft 109 sq ft
4,141 SF OFFICE28 OCCUPANTS
126 sq ft
1,517 SF COUNCIL CHAMBERS105 FIXED SEATS53 OCCUPANTS
6'-1012"
146 sq ft
124 sq ft
180 sq ft128 sq ft
118 sq ft207 sq ft 386 sq ft
184 sq ft
109 sq ft
1517 sq ft
187 sq ft
99 sq ft
569 sq ft
64 sq ft
95 sq ft93 sq ft
116 sq ft
106 sq ft101 sq ft
48 sq ft
206 sq ft104 sq ft
585 sq ft
81 sq ft
120 sq ft100 sq ft
538 sq ft
144 sq ft
104 sq ft130 sq ft
99 sq ft
97 sq ft

SECOND FLOOR
883 SF CONFERENCE30 OCCUPANTS

1. 2.3.4.5.6.7.8.
2022 CBC 1013.1 - Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel. The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the path of egress travel is not immediately visible to the occupants. Intervening means of egress doors within exits shall be marked by exit signs. Exit sign placement shall be such that any point in an exit access corridor or exit passageway is within 100 feet (30 480 mm) or the listed viewing distance of the sign, whichever is less, from the nearest visible exit sign. Exceptions:

1. Exit signs are not required in rooms or areas that require only one exit or exit access.2. Main exterior exit doors or gates that are obviously and clearly identifiable as exits need not have exit signs where approved by the building official.3. Exit signs are not required in occupancies in Group U and individual sleeping units or dwelling units in Group R-1, R-2 or R-3 or R-3.1.

4. Exit signs are not required where inmates are housed or held in dayrooms, sleeping rooms or dormitories in occupancies in Group I-3.5. In occupancies in Groups A-4 and A-5, exit signs are not required on the seating side of vomitories or openings into seating areas where exit signs are provided in the concourse that are readily apparent from the vomitories. Egress lighting is provided to identify each vomitory or opening within the seating area in an emergency. 2022 CBC 1013.2 - See Section 1013.7 for low-level exit signs in Group R-1.2022 CBC 1013.3 - Exit signs must be internally or externally illuminated.

Exception: Tactile signs required by Section 1013.4 need not be provided with illumination. 2022 CBC 1013.4 - Tactile exit signs are required at the following locations:1. Each grade-level exterior exit door must be identified by a tactile exit sign with the word: "EXIT"2. Each exit door that is required to comply with Section 1013.1, and that leads directly to a grade-level exterior exit by means of a stairway or ramp shall be identified by a tactile exit sign with the following words as appropriate:

2.1. “EXIT STAIR DOWN"2.2. "EXIT RAMP DOWN"2.3. "EXIT STAIR UP"2.4. "EXIT RAMP UP"

3. Each exit door that is required to comply with Section 1013.1, and that leads directly to a grade-level exterior exit by means of an exit enclosure or an exit passageway shall be identified by a tactile exit sign with the words, "EXIT ROUTE."4. Each exit access door from an interior room or area to a corridor or hallway that is required to comply with Section 1013.1, shall be identified by a tactile exit sign with the words "EXIT ROUTE."5. Each exit door through a horizontal exit that is required to comply with Section 1013.1, shall be identified by a sign with the words, "TO EXIT."Raised character and Braille exit signs shall comply with Chapter 11A, Section 1143A or Chapter 11B, Sections 11B- 703.1, 11B-703.2, 11B-703.3 and 11B-703.5. 2022 CBC 1013.5 - Electrically powered, self-luminous and photoluminescent exit signs shall be listed and labeled in accordance with UL 924 and shall be installed in accordance with the manufacturer's instructions and Chapter 27. Exit signs shall be illuminated at all times. 2022 CBC 1013.6 - Externally illuminated exit signs shall comply with Sections 1013.6.1 through 1013.6.3.2022 CBC 1013.7 - Where exit signs are required by Chapter 10, additional approved low-level exit signs which are internally or externally illuminated photoluminescent or self-luminous, shall be provided in all interior corridors of Group A, E, I and R-2.1 occupancies and in all areas serving guest rooms of hotels in Group R, Division 1 occupancies.Exceptions:1. Group A occupancies that are protected throughout by an approved supervised fire sprinkler system.2. Group E Occupancies where direct exits have been provided from each classroom.3. Group I and R-2.1 occupancies which are provided with smoke barriers constructed in accordance with Section 407.5.4. Group I-3 occupancies.The bottom of the sign shall not be less than 6 inches (152 mm) or more than 8 inches (203 mm) above the floor level and shall indicate the path of exit travel. For exit and exit-access doors, the sign shall be on the door or adjacent to the door with the closest edge of the sign or marker within 4 inches (102 mm) of the door frame.Note: Pursuant to Health and Safety Code Section 13143, this California amendment applies to all newly constructed buildings or structures subject to this section for which a building permit is issued (or construction commenced, where no building permit is issued) on or after January 1, 1989. 2022 CBC 1013.8 - When exit signs are required by Chapter 10, in addition to approved floor-level exit signs, approved path marking shall be installed at floor level or no higher than 8 inches (203 mm) above the floor level in all interior rated exit corridors of unsprinklered Group A, R-1 and R-2 occupancies.Such marking shall be continuous except as interrupted by door-ways, corridors or other such architectural features in order to provide a visible delineation along the path of travel.Note: Pursuant to Health and Safety Code Section 13143, the California amendments of this section shall apply to all newly constructed buildings or structures subject to this section for which a building permit is issued (or construction commenced, where no building permit is issued) on or after January 1, 1989.

Graphic sourced from CARM 6th Edition Graphic sourced from CARM 6th Edition Graphic sourced from CARM 6th Edition Graphic sourced from CARM 6th Edition
For accessibility signage notes, refer to ADA3.1 - ADA RESTROOM NOTES

1.2.3.4.5.6.7.8. 2022 CBC 1003 - General means of Egress1. The general requirements specified in Sections 1003 through 1015 shall apply to all three elements of the means of egress system, in addition to those specific requirements for the exit access, the exit and the exit discharge detailed elsewhere in this chapter.[DSA-AC & HCD 1-AC] In addition to the requirement of this chapter, means of egress, which provide access to, or egress from, buildings or facilities where accessibility is required for applications listed in Section 1.8.2.1.2 regulated by the Department of Housing and Community Development, or Section 1.9.1 regulated by the Division of the State Architect-Access Compliance, shall also comply with Chapter 11A or Chapter 11B, as applicable.
2022 CBC 1004 - Design Occupant LoadIn determining means of egress requirements, the number of occupants for whom means of egress facilities are provided shall be determined by Section 1004.2022 CBC 1005 - Means of Egress SizingAll portions of the means of egress system shall be sized in accordance with section 1005.Exception: Aisles and aisle accessways in rooms or spaces used for assembly purposes complying with Section 1030. 1. The required capacity, in inches (mm), of the means of egress for any room, area, space or story shall be not less than that determined in accordance with Sections 1005.3.1 and 1005.3.2. 2022 CBC 1006 - Number of Exits and Exit Access DoorwaysThe number of exits or exit access doorways required within the means of egress system shall comply with the provisions of Section 1006.2 for spaces, including mezzanines, and Section 1006.3 for stories or occupied roofs.2022 CBC 1007 - Exit and Exit Access Doorway ConfigurationExits, exit access doorways, and exit access stairways and ramps serving spaces, including individual building stories, shall be separated in accordance with the provisions of section 10072022 CBC 1008 - Means of Egress IlluminationIllumination shall be provided in the means of egress in accordance with Section 1008.2. Under emergency power, means of egress illumination shall comply with Section 1008.3.2022 CBC 1009 - Accessible Means of EgressAccessible means of egress shall comply with this section. Accessible spaces shall be provided with not less than one accessible means of egress. Where more than one means of egress is required by Section 1006.2 or 1006.3 from any accessible space, each accessible portion of the space shall be served by accessible means of egress in at least the same number as required by Sections 1006.2 or 1006.3. In addition to the requirements of this chapter, means of egress, which provide access to, or egress from, buildings for persons with disabilities, shall also comply with the requirements of Chapter 11A or 11B as applicable.Exceptions:1. One accessible means of egress is required from an accessible mezzanine level in accordance with Section 1009.3, 1009.4 or 1009.5, and Chapter 11A or 11B, as applicable.2. In assembly areas with ramped aisles or stepped aisles, one accessible means of egress is permitted where the common path of egress travel is accessible and meets the requirements in Section 1030.8 and Chapter 11A or 11B, as applicable.2022 CBC 1010 - Doors, Gates and TurnstilesDoors in the means of egress shall comply with the requirements of Sections 1010.1.1 through 1010.3.4. Exterior exit doors shall also comply with the requirements of Section 1022.2. Gates in the means of egress shall comply with the requirements of Sections 1010.4 and 1010.4.1. Turnstiles in the means of egress shall comply with the requirements of Sections 1010.5 through 1010.5.4.Doors, gates and turnstiles provided for egress purposes in numbers greater than required by this code shall comply with the requirements of this section.Doors in the means of egress shall be readily distinguishable from the adjacent construction and finishes such that the doors are easily recognizable as doors. Mirrors or similar reflecting materials shall not be used on means of egress doors. Means of egress doors shall not be concealed by curtains, drapes, decorations or similar materials.[DSA-AC] In addition to the requirements of this section, means of egress, which provide access to, or egress from, buildings or facilities where accessibility is required for applications listed in Section 1.9.1 regulated by the Division of the State Architect—Access Compliance, shall also comply with Chapter 11A or Chapter 11B, Sections 11B-206.5 and 11B-404, as applicable.

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
G-140

EGRESS PLAN NOTES

EGRESS PLAN NOTES
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET ILLUMINATED EXIT SIGNAGE 3 RAISED CHARACTER & BRAILLE 4 FLOOR LEVEL EXIT SIGNS 5 PATH MARKING 8 EGRESS ENCROACHMENT 9

10.03 THIS SIDE OF DOUBLE BI-PART DOOR TO BE BOLTED CLOSED UNLESS NEEDED FOR PALETTE CLEARANCE, REFER TO CBC 2022 SECTION 1010.2.5.INACTIVE LEAF WILL NOT CONTAIN DOORKNOBS, PANIC BARS, OROPERATING HARDWARE.

10.04 DOOR MUST BE SECURED OPEN AT ALL TIMES. INSTALL SIGN STATING, "THIS DOOR MUST REMAIN OPEN WHEN BUILDING IS OCCUPIED".

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
G-141

FIRST FLOOR EGRESS PLAN

FIRST FLOOR EGRESS PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET #
UP
142 sq ft
68 sq ft
93 sq ft
145 sq ft
146 sq ft
135 sq ft
101 sq ft
450 sq ft 327 sq ft
219 sq ft
107 sq ft
94 sq ft
72 sq ft
93 sq ft
124 sq ft
25 sq ft
10 sq ft 111 sq ft
41 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft 38 sq ft
38 sq ft
38 sq ft
38 sq ft
50 sq ft
50 sq ft
38 sq ft
38 sq ft38 sq ft 38 sq ft 38 sq ft 38 sq ft
38 sq ft 38 sq ft 38 sq ft
180 sq ft
49 sq ft
44 sq ft 51 sq ft
45 sq ft 47 sq ft
46 sq ft44 sq ft
44 sq ft
142 sq ft
142 sq ft
146 sq ft
103 sq ft
447 sq ft
359 sq ft
209 sq ft
370 sq ft
101 sq ft 105 sq ft
68 sq ft
130 sq ft
CODE ANALYSIS / EXITING PLANScale: 1/8" = 1'-0"
D.2 D.2D.3 D.3D.1 D.1
D DC C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
11 22
33 44
55 66
77 88
99 HATCHED AREA

NOT IN SCOPE

10.0310.04
New exit sign with emergency light / arrow pointing in directionof exit. Electronically operated with battery backup. Refer toDetail 3/G-140 and notes.Egress path of travel Fire alarm pull
NOTE: PER CBC 1006.2.1, TWO EXITS OR EXIT ACCESS DOORWAYSSHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD EXCEEDS49 FOR B OCCUPANCY Direction of exit text and light.

Direction of arrow on illuminated exit sign.Existing exit sign with emergency light / arrow pointing indirection of exit. Electronically operated with battery backup.Refer to Detail 3/G-140 and notes.

Direction of exit text and light.

Direction of arrow on illuminated exit sign.

Visual / audio fire alarm anunciator

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
G-142

SIGNAGE PLAN DETAILS

SIGNAGE PLAN DETAILS
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

A R E A O F R E F U G E
EXIT
40" A.F.F
48 MIN
60 MAX 9"

WALL SIGN CLEAR OF DOOR SWING

HEIGHT OF TACTILE CHARACTERS ABOVE FINISH FLOOR OR GROUND

ROOM SIGN EXIT SIGN FIREALARMS SWITCHES
ELECTRICAL DEVICES F.E.C.

VALVE CABINET
ACC. SIGNAGE LOCATED ON LATCH SIGN
PERMANENT ROOM SIGNAGE SHALL BE LOCATED ON THE LATCH SIDE OF DOORS.SEE DETAIL LATCH
1'-0"
40" A.F.F.
80" MIN. A.F.F.

BOTTOM OF LIGHT
48" C.L. OF PULL

FIRE ALARM

FIRE ALARM BELL HORN LINE OF CEILING
6"

TOP OF BOX
48"
6"

WALL SWITCHLINE VOLTAGE THERMOSTAT
15" MIN

TELEPHONE OUTLETDUPLEX RECEPTACLE OR SWITCH
48" A.F.F.
72" MAX. A.F.F.

UNISEX TOILET & BATHING

FACILITIES SIGNAGE

DOOR MOUNTED

SIGNAGE
Door
Signage
1/4” Thick
1/4” Thick
12”
Color & Contrast
of symbol distinctly
different from door
Unisex Sanitary
Facility
58” min.
to
60” max.

INTERNATIONAL SYMBOL OF ACCESSIBILITY

TOILET & BATHING ROOM SIGNAGE
6”Min.
• Raised characters must be duplicated in braille. • Raised characters must be installed in accordance with the requirements of tactile signs.• Raised characters must be 1/32” min. above their background. • Characters must be uppercase. • Characters must be sans serif. • Characters must not be italic, oblique, script, highly decorative or of other unusual forms. • Spacing between the baselines of separate lines of raised characters within a message must be 135% min. and 170% max. of the raised character height. • Text must be in a horizontal format.• Edges of signs must be rounded, chamfered or eased.• Corners of signs must have a minimum radius of 1/8".

PICTOGRAM & BRAILLE
Wall sign clear
of door swing
Geometric Symbol - Door Signage: 58” min. and 60” max. above the finish floor or ground surface measured from the centerline of the symbol.

Protruding
signs
48” Min.
60” Max. to

BRAILLE

0.025” to 0.037”
Grade 2 Braille Braille dots
Tactile characters on signs must be located 48” min. above the finish floor or ground surface, measured from the baseline of the highest line of rased characters.

Wall signage to be installed on the latch side of doorLettering‡8SSHUFDVHcharacters‡5DLVHGµ Pictogram
6”
Min.

Height of
lettering
µPLQ
to 2” max.

Grade 2Braille
µ
µ
µ 0.300”
Cell
• Pictograms must have a field height of 6” min.
• Characters and braille must not be located in the pictogram field. • Pictograms and their field must have a non-glare finish. • Pictograms must contrast with their field with either a light pictogram on a dark field or a dark pictogram on a light field.
• Pictograms must have text descriptors located directly below the pictogram field.

DOOR MOUNTED
SYMBOL

WALL MOUNTED SIGNAGE
Signs shall include the International Symbol of Accessibility complying with these symbols.

Graphic(s) sourced from the 2023 California Accessibility Reference Manual XXX
18" x 18" MIN. CLR. FLOOR SPACE CENTERED ON SIGN BEYOND THE DOOR SWING IN CLOSED OR 45" OPEN POSITION

DOOR SIDELITE IF OCCURS
PLAN
3"
9"
MIN.
70% CONTRAST BETWEEN CHARACTERS AND BACKGROUND PER ADAAG A 4.30.5 TACTILE & BRAILLE ROOM NAME AND NUMBER 11B-703.4.2 (2) PER DETAIL 40" MIN. - 60" AFF MAX.

TYP. ROOM ID SIGNAGE AT DOOR 3 Scale: 3/8"=1'0"SIGNAGE MOUNTING HEIGHT 8 Scale: 1/4"=1'0"

E X I T R O U T E

E X I T
TYPE B
TYPE A
BRAILLE GRADE II DOTS 1/10" O.C. IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS RAISED 0.025" TO 0.037" WITH DOMED TOPS.

BRAILLE GRADE II DOTS 1/10" O.C. IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS RAISED 0.025" TO 0.037" WITH DOMED
TOPS.

WHERE AN ILLUMINATED EXIT SIGN IS INSTALLED ABOVE A
DOORWAY, AN EQUIVALENT "EXIT" OR "EXIT ROUTE" SIGN TO BE PROVIDED AT THE LATCH SIDE FOR SINGLE DOORS. PER CBC
11B-703.4.2: WHERE NO WALL SPACE IS AVAILABLE ON LATCH SIDE, INCL. @ DBL DOORS, SIGNS SHALL BE PLACED ON NEAREST
ADJACENT WALL PREFERABLY ON THE RIGHT.

SIDE VIEW
NOTE:

ALL SIGNS AT GLAZING TO

BE DOUBLE SIDED SIMILAR

TO DETAIL
60" A.F.F.

MAX
1/8" STANDOFF1/32" THICK TACTILE COPYATTACH TO WALL W/ D/F TAPE AND SILICONE ASREQUIREDBRAILLE TEXTELEVATION EXIT SIGNAGE 17 Scale: 2"=1'-0" GEOMETRIC SYMBOLS AT DOORS 18

ELEVATION
BRAILLE GRADE II DOTS 1/10" O.C. IN EACH CELL WITH 3/10" SPACE BETWEEN CELLS RAISED 0.395" TO 0.400" WITH DOMED TOPS.

FINISHED FLOOR/GRADE

RAISED TEXT AND BRAILLE
NOTE:ALL SIGNS AT GLAZING TO BE DOUBLE SIDED SIMILAR TO DETAIL 48" MIN. A.F.F.
60" A.F.F. MAX

TO THE LOWEST BASELINE

OF BRAILLE CELLS

TO THE HIGHEST BASELINE

OF RAISED LETTERING
(ROOM
NAME)
NOTE: Room Name to be removable.Provide blank backing @ glazing and mounting height. 7"
7"
3-6XX
⠠⠥⠠⠎⠠⠙⠠⠁
NOTE: Name and Title to be Removable.
7"
4 1/2"

FIRST, LAST
NAME
Department
WS-XX

ELEVATION

WORKSTATION SIGNAGE

PERMANENT ROOM SIGNAGE

SIDE VIEW

AT GLAZING CONDITION

AT WALL CONDITION

GLAZING

BLACK ACRYLIC PANEL MATCH SIGN SIZE
1/4" THICK EXTERIOR GRADE PHOTOPOLYMER SIGN PANEL
1/8" STANDOFF

ATTACH TO WALL W/ D/F TAPE AND SILICONE ASREQUIRED
TYP. SIGNAGE 2 Scale: 2"=1'-0" ROOM IDENTIFICATION 4 Scale: 3"=1'-0" REACH RANGE HEIGHTS 9 Scale: 1/4"=1'0"

3'0" 7'0" Swing Simple
3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Swing Simple4'0" 7'0" Swing Simple3'0" 7'0" Swing Simple3'0" 7'0" Cased Opening3'0" 7'0" Swing Simple

1.2.3.4.5.6.7. Demolition and construction must comply with all provisions of the 2022 CBCChapter 33 - Safeguards During Construction.Construction/demolition materials and equipment shall be stored and placedso as not to endanger the public, the workers or adjoining property for theduration of the construction project. (2022 CBC §3301.2)Required exits, existing structural elements, fire protection devices andsanitary safeguards shall be maintained at all times during alterations, repairs or additions to any building or structure (2022 CBC §3302.1)Exceptions:1. Where such required elements or devices are being altered or repaired,adequate substitute provisions shall be made2. Maintenance of such elements and devices is not required where theexisting building is not occupied.

Waste materials shall be removed in a manner that prevents injury or damageto persons, adjoining properties and public rights-of-way (2022 CBC §3302.2)Fire safety during construction and demolition shall comply with theapplicable provisions of 2022 CFC Chapters 33 & 56, respectively.A horizontal exit shall not be destroyed unless and until a substitute means ofegress has been provided and approved (2022 CBC §3303.3)Pedestrians shall be protected during construction, remodeling anddemolition activities as required by Table 3306.1. Signs shall be provided todirect pedestrian traffic. (2022 CBC §3306.1)

00.01 DEMOLISH (E) CARPET, PATCH AND REPAIR AS NECESSARY FOR NEW

FLOOR FINISH

00.02 DEMOLISH (E) VINYL FLOORING, PATCH AND REPAIR AS NECESSARY FOR

NEW FLOOR FINISH

00.03 DEMOLISH (E) CABINETS AND COUNTERTOP00.04 DEMOLISH (E) SINK, TO BE REPLACED WITH ADA COMPLIANT SINK00.08 RELOCATE (E) URINAL00.09 DEMOLISH AND REMOVE (E) TOILET STALL00.11 SINK AND MILLWORK TO BE DEMOLISHED, PLUMBING RELOCATED AND

NEW ADA COMPLIANT SINK INSTALLED

00.12 (E) DRINKING FOUNTAIN TO REMAIN. PROTECT IN PLACE00.13 (E) STOREFRONT SYSTEM. PROTECT IN PLACE *Dashed lines indicate existing walls/cabinetry to be demolished #
DD-15
DD-01
DD-04
D
D-0
6 DD-02 DD-05
DD-03
DD-12
DD-11
DD-10
DD-07
DD-09
DD-14
DD-13
DD-08
FIRST FLOOR DEMOLITION PLANScale: 1/8" = 1'-0"
28'-6"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0"
2'-0" 2'-0"
2'-0"
2'-0" 2'-0"
2'-0" 2'-0"
35'-8"

00.0200.01

00.01 00.01

00.0300.04

00.0800.09
11'-2"

00.0900.09

HATCHED AREA

NOT IN SCOPE

HATCHED AREA

NOT IN SCOPE
7'-2"
D.3 D.3D.1 D.1
D DC C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
22 33
44 55
66 77
88 99
D.2 D.2
11 00.0200.01

00.01 00.11
2'-0"

00.12 00.04

00.13 7'-6" 5'-0"
4'-7" 5'-4"
FC-1 EXISTING CARPET, TO BE DEMOLISHED
FV-1 EXISTING VINYL, TO BE DEMOLISHED
SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
AD101

FIRST FLOOR DEMOLITION
PLAN

FIRST FLOOR DEMOLITION PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

EXISTING WALL, TO REMAIN AND BEPROTECTED

WALL TYPE GRAPHIC

EXISTING WALL TO BE DEMOLISHED

EXISTING DROP CEILING AC

VENT / AIR RETURN

REFER TO M-P SHEETS FORDEMO AND EXISTINGLOCATIONS

EXISTING DROP CEILING

LIGHT REFER TO E SHEETS

DEMO DROP CEILING LIGHT REFER TO E SHEETS

EXISTING EXIT SIGN

DEMO EXIT SIGN

EXISTING VISUAL / AUDIO

FIRE ALARM ANUNCIATOR

FIRE SPRINKLER

DEMO FIRE SPRINKLER

1.2.3.4.5.6.7. Demolition and construction must comply with all provisions of the 2022 CBCChapter 33 - Safeguards During Construction.Construction/demolition materials and equipment shall be stored and placedso as not to endanger the public, the workers or adjoining property for theduration of the construction project. (2022 CBC §3301.2)Required exits, existing structural elements, fire protection devices andsanitary safeguards shall be maintained at all times during alterations, repairs or additions to any building or structure (2022 CBC §3302.1)Exceptions:1. Where such required elements or devices are being altered or repaired,adequate substitute provisions shall be made2. Maintenance of such elements and devices is not required where theexisting building is not occupied.

Waste materials shall be removed in a manner that prevents injury or damageto persons, adjoining properties and public rights-of-way (2022 CBC §3302.2)Fire safety during construction and demolition shall comply with theapplicable provisions of 2022 CFC Chapters 33 & 56, respectively.A horizontal exit shall not be destroyed unless and until a substitute means ofegress has been provided and approved (2022 CBC §3303.3)Pedestrians shall be protected during construction, remodeling anddemolition activities as required by Table 3306.1. Signs shall be provided todirect pedestrian traffic. (2022 CBC §3306.1) SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
AD111

FIRST FLOOR REFLECTED

CEILING DEMOLITION PLAN

FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET #
DD-15
DD-01
DD-04
D
D-0
6 DD-02 DD-05
DD-03
DD-12
DD-11
DD-10
DD-07
DD-09
DD-14
DD-13
DD-09 DD-08
DD-10
DD-11
D
D-06
DD-02 DD-05
DD-01
DD-03
D
DD01
D
D
D
D
D-06
D
D
D
3 D
FIRST FLOOR DEMOLITION REFLECTED CEILING PLANScale: 1/8" = 1'-0"

00.05 00.06 00.06

00.06 00.05

00.05 00.05

00.07 00.07
D.3 D.3D.1 D.1
D DC C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
22 33
44 55
66 77
88 99
E
E
E
D
D D
D D

00.05 DEMOLISH (E) DROP CEILING LIGHT00.06 DEMOLISH (E) CEILING TILE, CEILING GRID TO BE DEMOLISHED IF WALL IS

EXTENDED ABOVE FOR SOUNDPROOFING

00.07 DEMOLISH (E) FIRE SPRINKLER
DE

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-100

EXISTING FLOOR AND

FURNITURE PLAN

EXISTING FLOOR AND FURNITURE PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET U
P
U
P
BBB
H
H
A
G C G
B B
BB
B.C.

E L
B.C.

C
EXISTING FLOOR AND FURNITURE PLAN 1 Scale: 1/8" = 1'-0" D.2 D.2D.3 D.3D.1 D.1
D DC C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
11 22
33 44
55 66
77 88
99 02.09
1 23 46 75
1011121314
1719 2021 22
23 2425 26
18 8
9 15
16 (E) CONFERENCE

02.10 02.09 (E) IT EQUIPMENT WITHIN THE WORKSTATION PANELS TO REMAIN AND TO BE PROTECTED AND FUNCTIONAL THROUGHOUT CONSTRUCTION. WORKSTATION PANELS WILL BE DEMOLISHED.

02.10 (E) CONFERENCE ROOM FURNITURE TO BE PROTECTED, STORED AND RELOCATED TO THE NEW CONFERENCE ROOM.
#
# SYMBOL REFERS TO FURNITURE AREA LISTED ON
SPREADSHEET " ". FOR
DETAILS ON THE (E) FURNITURE AND THE SCOPE OF WORK REQUIRED REFER TO SPREADSHEET "Start to Finish Furniture Workbook.xlsx"

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-101

FIRST FLOOR DIMENSIONAL
PLAN

FIRST FLOOR DIMENSIONAL PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16.17. Field verify all dimensions for location of casework and equipment.General Contractor shall provide a secured area that can accommodatethe owner's equipment and/or material for temporary storage.New construction work shall align with and match existing construction unlessotherwise noted, dimensioned, or detailed. All exposed new constructionand/or damaged surfaces resulting from work in progress shall beappropriately repaired to match existing surfaces without additional charge.Penetrations of fire resistive walls, floors, ceilings, and roof ceiling shall beprotected as required by the 2022 CBC, if applicable.Portable fire extinguishers shall be installed in all buildings and comply with theUFC § 1002.1 Standard. The contractor shall be licensed by the State FireMarshall.Provide built-in shop fabrication plans and elevations for approval prior tofabrication. Verify all locations, sizes, and configurations with the owner priorto fabrication.Sufficient blocking shall be provided at all studs for securing items including,but not limited to, counters, shelving, mirrors, casework, drinking fountains,and furnishings.The Architect shall be notified of any discrepancies or changes in the plans. Inthe event that any further data, information, or clarifications of thesedrawings is required, it is the responsibility of the contractor to contact thearchitect and inform her of any ambiguity, inconsistency, discrepancy, orerror found with this set of drawings before continuing with construction.Walls and floor ceiling assemblies separating tenant spaces and tenantspaces and public spaces shall have an STC rating of not less than 40.1010.1.5 - Landings shall have a width not less than the width of the stairwayor the door, whichever is greater. Doors in the fully open position shall notreduce a required dimension by more than 7 inches (178 mm). Where alanding serves an occupant load of 50 or more, doors in any position shall notreduce the landing to less than one-half its required width. Landings shallhave a length measured in the direction of travel of not less than 44 inches(1118 mm). (2022 CBC)Exception: Landing length in the direction of travel in Groups R-3 and U andwithin individual units of Group R-2 need not exceed 36 inches (914 mm).1011.5 - Stair treads and risers shall comply with Sections 1011.5.1 through1011.5.5.3. (2022 CBC)1011.7.1 - The walking surface of treads and landings of a stairway shall not besloped steeper than one unit vertical in 48 units horizontal (2- percent slope) inany direction. Stairway treads and landings shall have a solid surface. Finishfloor surfaces shall be securely attached. (2022 CBC)Verify all dimensions prior to construction and notify architect with alldiscrepancies prior to construction.Verify with owner for all appliances and equipment sizes and locations, priorto installation.Verify with owner for all plumbing fixtures, finishes, bathroom accessories,hardware and appliances.All angles shall be 45°, typ. U.N.OAll door & window heights per schedule, typ. U.N.O. Verify rough openingsprior to framing, U.N.O.

00.13 (E) STOREFRONT SYSTEM. PROTECT IN PLACE01.01 FULL HEIGHT WALL TO SLAB ABOVE09.01 FROSTED FILM OVER WINDOW FOR ADDITIONAL PRIVACY09.07 PROVIDE PRIVACY FILM ON DOOR AND STOREFRONT GLAZING. REFER TO ELEVATIONS ON A-212

09.08 PROVIDE PRIVACY FILM ON DOOR GLAZING09.09 PROVIDE PRIVACY FILM ON WINDOW GLAZING INSTALLED 2’ A.F.F TO 2’ BELOW THE T-BAR CEILING, SIMILAR TO 9/A-212

09.10 PROVIDE PRIVACY FILM ON DOOR AND SIDELITE GLAZING. SIDELITE PRIVACY FILM SHOULD BE INSTALLED FROM 2’ A.F.F. TO 2’ BELOW T-BARCEILING SIMILAR TO ELEVATION 9/A 212 10.01 (N) ADA COMPLIANT TOILET STALL

10.03 THIS SIDE OF DOUBLE BI-PART DOOR TO BE BOLTED CLOSED UNLESS NEEDED FOR PALETTE CLEARANCE, REFER TO CBC 2022 SECTION 1010.2.5.INACTIVE LEAF WILL NOT CONTAIN DOORKNOBS, PANIC BARS, OROPERATING HARDWARE.

10.04 DOOR MUST BE SECURED OPEN AT ALL TIMES. INSTALL SIGN STATING, "THIS DOOR MUST REMAIN OPEN WHEN BUILDING IS OCCUPIED".

10.05 BOBRICK B-253 SURFACE MOUNTED PAPER TOWEL DISPENSER.

OBSTRUCTED HIGH SIDE REACH RANGE IN COMPLIANCE WITH CBC11B-308.3.2

10.06 BOBRICK B-2111 CLASSICSERIES SURFACE MOUNTED SOAP DISPENSER10.07 BOBRICK B-819298 DRINKING FOUNTAIN GRAB BAR10.09 (N) STOREFRONT WALL WITH BLACK MULLIONS TO MATCH (E) STOREFRONT

MULLION COLOR

11.01 (E) FRIDGE RELOCATED12.01 (N) CABINETRY, UPPER AND LOWER22.01 (N) SINK IN PLACE W-01
D-(E)
D-(E)
D-(E) D-09
D-08 D-(E)
D-(E)
D-12
D-(E)
D-14
D-(E) D-15
D-03 D-(E) W-02 W-(E) D-(E) D-(E)
D-06 D-05
D-04
D-01
D-02
D-11
D-07 D-(E)
W-03
D-13
A-212
11 A-212 9
A-402
14 17 A-402 18
A-211
17 D-(E)
D-10
A-212
13 A-403 13
18 15
142 sq ft
145 sq ft
146 sq ft
135 sq ft
101 sq ft
450 sq ft 327 sq ft
219 sq ft
107 sq ft
94 sq ft
72 sq ft
93 sq ft
124 sq ft
180 sq ft
142 sq ft
142 sq ft
146 sq ft
103 sq ft
447 sq ft
209 sq ft
370 sq ft
101 sq ft 105 sq ft
68 sq ft
130 sq ft
209 sq ft
370 sq ft
101 sq ft 105 sq ft
68 sq ft
05 q ft
6 sq
0 q
70 q f

HATCHED AREA

NOT IN SCOPE
28'-3"
16'-6"
5'-11" 10'-7"
33'-0"
6'-11" 3'-8"
7" 4'-2"
7'-11"
6'-2"
1'-9"
21'-7"
10'-5" 10'-6"
16'-2"
4'-4" 9'-11"
20'-11"
2'-9" 7'-1"
1'-11"
16'-5"
8"
7'-4"
6'-5"
6'-0" 6'-7" 3'-10" 10.09

01.01 12.0122.01

11.01 HATCHED AREA

NOT IN SCOPE
2'-8"
5'-8"
2'-3" 3'-4"
5'-11"

10.01 28'-4"
8'-1" 12'-7" 6'-5"
8'-3" 8'-6"
1'-4"
16'-9"
D.3 D.3D.1 D.1
D DC C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
22 33
44 55
66 77
88 99
D.2 D.2
11 09.01

10.01 1
A-403
14'-5"
A
AA
B
A
A
AAA
A
A
A
A
A
36"
MIN
A
11"
1 A-402
10"

10.0310.04
10"
MAX
20"
MAX

10.05 10.07 10.06
4'-0"
1'-6"

10.0710.07
3'-4"
2'-6"
FIRST FLOOR DIMENSIONAL PLAN 1 Scale: 1/8" = 1'-0"

10.09 00.13
C
C
C
FLUSH
FLUSH
FLUSH
FLUSH
FLUSH

FLUSH FLUSH
FLUSH
FLUSH
FLUSH

09.0709.07

09.08 09.09

09.10 09.07
#
BA
C
A
A-101
A
A-101
# DOOR ID - REFER TO SHEET A-601
WINDOW ID - REFER TO SHEET A-602

SHEET NUMBERSECTION CUT REFERENCEINDICATES DIRECTION OF VIEWSHEET NUMBERINTERIOR ELEVATION REFERENCE NUMBERINDICATES DIRECTION OF VIEW #

INDICATES OCCUPANCY LOADINDICATES ROOM SIZEINDICATES OCCUPANCY TYPEINDICATES ROOM NAME

XX X XX

INDICATES ROOM NUMBER
Mtl StudFraming
5/8"
Gypsum
Board
Slab-to-Slab Int-3 5/8"
Metal Stud
6/A-501
16/A-501
17/A-501

FC-1 EXISTING CARPET
FC-2 NEW CARPETFV-1 EXISTING VINYLFT-1 EXISTING 6"x6" TILEFT-2 EXISTING 1 1/2" x 1 1/2" TILEFT-3 NEW 1 1/2" x 1 1/2" TILEFCT-1 EXISTING CONCRETE SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-113

FINISH PLAN

FINISH PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16. Contractor responsible for field verifying material dimensions at each partitionin the field as related to the overall final partition dimension, prior to door andwindow submittals.For material finishes and location of finishes, refer to finish plan, interiorelevations, and finish schedule.Specifications shall supercede dimensions in this detail as necessary;Contractor to verify.Install carpet stretched over pad where scheduled.All sheet vinyl to be laid without seams. Self-coved edges to be finished withmatching trims.Provide rubber reducer strip between carpet and sheet vinyl, Color: TBD, Mfr:TBD, Style: TBD.Provide S.S. finish metal screed, align with face of ceramic tile betweenexisting tile floor and new wood floor.Paint: (1) Primer coat, (2) finish coats. Prior to painting, thoroughly prepare surface.Provide finish samples and brushouts to Owner for review prior to application.Replace all electrical faceplates; color to match device.Sand, prime, and paint wood trim on shelves, see keynote.Sand, prime and paint all interior doors, including closets. Remove hardwareprior to painting, do not paint door hardware or mirrors. Reinstall doorhardware after painting is complete.Repair any damaged interior walls and ceilings, finish and texture to matchadjacent prior to painting.Replace all doorstops; owner approvedRefinish existing wood floor and install new matching base. See plan andschedule for exact locations.Protect existing floors and base to remain. See schedule.

B C
F W

INDICATES BASE FINISH

INDICATES CEILING FINISHINDICATES WALL FINISHINDICATES FLOOR FINISH 209 sq ft
370 sq ft
101 sq ft 105 sq ft68 sq ft
FIRST FLOOR FINISH PLAN 1 Scale: 1/8" = 1'-0"

HATCHED AREA

NOT IN SCOPE

HATCHED AREA

NOT IN SCOPE
D.3 D.3D.1 D.1
D DC C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
22 33
44 55
66 77
88 99
D.2 D.2
11 P-2P-1
P-2
P-1
P-1
P-1
P-2
P-3 P-3
P-1
FC-1
FC-1
FC-1FC-1FC-1FC-1
FC-1
FC-1
FC-1
FC-1
FC-1
FC-1
FC-1 FC-1
FC-1
FC-1
FC-1
FC-1
FC-1
FV-1
FC-2
FC-2
FC-2
FC-2
FC-2
FC-2
FC-2
FCT-1
FT-1
FC-1
FC-1
FV-1
FC-2
FT-2
FT-3
WB-1
WB-1
FC-1
FC-2
FV-1
FT-1
FCT-1
FT-2
FT-3
#

PAINT, ACCENTCOLOR,SHAREDSPACES

DUNNEDWARDS
REFER TOSPEC 099123
ISLANDVIEW,DE5848
Apply perMFG spec.

PAINT, ACCENTCOLOR, IT

DUNNEDWARDS
REFER TOSPEC 099123
FRESHTHYME,DE5654
Apply perMFG spec.

PAINT, ACCENTCOLOR,FINANCE

DUNNEDWARDS
REFER TOSPEC 099123
OCTOBERHAZE,DE5171
Apply perMFG spec.

RESILIENT WALLBASE

FLEXCOFLOORS
REFER TOSPEC 096513
UMBER 078,TO MATCH(E)
Apply perMFG spec.

WOODSHELVING

FORMICA LAMINATE MACCHIATO
WALNUT
Install perMFG spec.

CABINETS SHERWIN

WILLIAMS
PAINT
SW 7016MINDFULGRAY, TOMATCH (E)UPSTAIRSBREAKROOM
Install perMFG spec.

COUNTERTOP/BACKSPLASH

CAESARSTONE QUARTZ QUARTZ
5000LONDONGREY, TOMATCH (E)UPSTAIRSBREAKROOM
Install perMFG spec.

HARDWAREFINISH
ATLAS 327-BRN, 5
1/16"

BRUSHEDNICKEL, TOMATCH (E)UPSTAIRSBREAKROOM
Install perMFG spec.

29 L SHAPED WORKSTATION, standard size. General Contractor to procure. 2 L SHAPED WORKSTATION, custom size. General Contractor to procure.1 HELP DESK, custom. General Contractor to procure.

02.06 (E) CONFERENCE ROOM FURNITURE TO REMAIN02.07 (E) PRIVATE OFFICE ROOM FURNITURE TO REMAIN02.08 ALL (E) CHAIRS TO BE REUSED09.01 FROSTED FILM OVER WINDOW FOR ADDITIONAL PRIVACY

12.04 CHAIR PER OWNER12.05 LOCKERS PER OWNER12.06 PLANTER/TABLE PER OWNER12.12 PROVIDE (N) PERMANENT ROOM SIGNAGE, REFER TO 4/G-14212.13 PROVIDE (N) ELECTRONIC CONFERENCE ROOM SIGNAGE TO MATCH

EXISTING

12.14 RELOCATE (E) ELETRONIC CONFERENCE ROOM SIGNAGE12.15 STAIR SIGNAGE12.16 PROVIDE (N) WORKSTATION SIGNAGE, REFER TO 4/G-142 SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-115

FURNITURE AND SIGNAGE
PLAN

FURNITURE AND SIGNAGE PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET 142 sq ft
68 sq ft
93 sq ft
145 sq ft
146 sq ft
135 sq ft
101 sq ft
450 sq ft 327 sq ft
219 sq ft
107 sq ft
94 sq ft
72 sq ft
93 sq ft
124 sq ft
25 sq ft
10 sq ft 111 sq ft
41 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft
38 sq ft
38 sq ft 37 sq ft 38 sq ft
38 sq ft
38 sq ft
38 sq ft
50 sq ft50 sq ft
38 sq ft
38 sq ft38 sq ft 38 sq ft 38 sq ft 38 sq ft
38 sq ft 38 sq ft 38 sq ft
180 sq ft
49 sq ft
44 sq ft 51 sq ft
45 sq ft 47 sq ft
46 sq ft44 sq ft
44 sq ft
142 sq ft
142 sq ft
146 sq ft
103 sq ft
447 sq ft
359 sq ft
209 sq ft
370 sq ft
101 sq ft 105 sq ft68 sq ft
130 sq ft
FIRST FLOOR FURNITURE PLAN 1 Scale: 1/8" = 1'-0"
W-1
W-1
W-4
W-1
W-1
W-1 W-1
W-1
W-1 W-1 W-1
W-1 W-1
W-1 W-1 W-1
W-1 W-1 W-1
W-1 W-1
W-1 W-1
W-2
W-2
W-1W-1W-1
W-2 W-1 W-1
W-1
209 sq ft
359 sq ft
20 q
9 370 sq ft
101 sq ft 105 sq ft68 sq ft
05 ft
6 sq
0 q
70 q ft

HATCHED AREA

NOT IN SCOPE

HATCHED AREA

NOT IN SCOPE

12.04 12.06

12.05 09.01
D.3 D.3D.1 D.1
D DC C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
22 33
44 55
66 77
88 99
D.2 D.2
11 PRINTER

02.06 02.07

02.08 12.12

12.12 12.12

12.12 12.12

12.13 12.14

12.12 12.12

12.12 12.12

12.12 12.15

12.16 12.16

12.1612.16

12.16 12.16

12.12 12.16

12.16 #
A
A-101
A
A-101
# DOOR ID - REFER TO SHEET A-601
WINDOW ID - REFER TO SHEET A-602

SHEET NUMBERSECTION CUT REFERENCEINDICATES DIRECTION OF VIEWSHEET NUMBERINTERIOR ELEVATION REFERENCE NUMBERINDICATES DIRECTION OF VIEW #

INDICATES OCCUPANCY LOADINDICATES ROOM SIZEINDICATES OCCUPANCY TYPEINDICATES ROOM NAME

XX X XX

INDICATES ROOM NUMBER
EXISTING FURNITURE, FOR DETAILS ON THE (E) FURNITURE AND THESCOPE OF WORK REQUIRED REFER TO SPREADSHEET * Start to FinishFurniture Workbook.xlsx*NEW FURNITURE

EXISTING DROP CEILING

AC VENT / AIR RETURN

REFER TO M-P SHEETSFOR EXISTING ANDNEW LOCATIONS
46 EXISTING DROP CEILING
LIGHT REFER TO E SHEETS 64

NEW DROP CEILING
LIGHT REFER TO E SHEETS 31

NEW HIGH EFFICACY
RECESSED CAN LIGHT REFER TO E SHEETS 32

NEW HIGH EFFICACY
SMALL PENDANT REFER TO E SHEETS 1

EXISTING ILLUMINATED

EXIT SIGN
REFER TO EGRESS PLAN,G-141 3

NEW ILLUMINATED EXIT
SIGN
REFER TO EGRESS PLAN,G-141
12 EXISTING VISUAL / AUDIO

FIRE ALARM

ANNUNCIATOR
REFER TO EGRESS PLAN,G-141 6
FIRE SPRINKLER 42
NEW FIRE SPRINKLER 27
EMERGENCY LIGHTING REFER TO E SHEETS 8

02.05 (E) FIRE EXTINGUISHER26.01 (N) DAYLIGHTING IMITATING LIGHT PANEL, REFER TO E-SHEETS26.02 (N) DAYLIGHTING IMITATING LIGHT STRIP, REFER TO E-SHEETS All Interior wall and ceiling finishes shall meet the flame spread rating base onoccupancy per §803.1.1 & Table 803.11 Occupancy
Sprinklered
Interior exit stairways,
interior exit ramps and exit
passageways
Corridors and enclosurefor exit access stairways
and exit access ramps
Rooms and
Enclosed
Spaces
Classification
- - - -

B B C C
R-2 C C C
Class C interior finish materials shall be permitted for wainscotting or paneling ofnot more than 1,000 square feet of applied surface area in the grade whereapplied directly to a noncombustible base or over furring strips applied toanoncombustible base and fireblocked as required by §803.13.1.

Classification Flame Spread Index (SPI): Smoke Development Index (SDI) A 1-25 0-450
B 26-75 0-450
C 76-200 0-450

LED LED LED LED
LED

LEDLEDLEDLEDLEDLEDLED

LEDLED LEDLED

LEDLEDLEDLED

LEDLEDLEDLED
LED

LEDLEDLEDLEDLEDLEDLED
LED
LED

26.0126.02

26.02 D.3 D.3D.1 D.1
D DC C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
22 33
44 55
66 77
88 99
D.2 D.2
11 02.05

02.0502.05
FIRST FLOOR REFLECTED CEILING PLAN 1 Scale: 1/8" = 1'-0" E
E
EN
NN
N N
N
NN
N
N N
N
N
NN
NN
N N N
N NNN
N
N
N N

N N NNN
N N N
N
N
N
N N
N
N
EEEE
E
E
E
EE
E
E
EE
E
E
E E
E
E
E
E
E
E
E E E
E E
E E
EEE
E
E E
E EE
E E
EE
E E
EE
E E
E E E
E E
E
E
E
E E
E E EE
E
SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-121

FIRST FLOOR REFLECTED

CEILING PLAN

FIRST FLOOR REFLECTED CEILING PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET #
LED
LED
NOTE: CONTRACTOR TO LOCATION OF LIGHTING FIXTURES ON SITE PRIOR TOINSTALLATION.

EN
E
N

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-211

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

PAINT, ACCENTCOLOR,SHAREDSPACES

DUNNEDWARDS
REFER TOSPEC 099123
ISLANDVIEW,DE5848
Apply perMFG spec.

PAINT, ACCENTCOLOR, IT

DUNNEDWARDS
REFER TOSPEC 099123
FRESHTHYME,DE5654
Apply perMFG spec.

PAINT, ACCENTCOLOR,FINANCE

DUNNEDWARDS
REFER TOSPEC 099123
OCTOBERHAZE,DE5171
Apply perMFG spec.

RESILIENT WALLBASE

FLEXCOFLOORS
REFER TOSPEC 096513
UMBER 078,TO MATCH(E)
Apply perMFG spec.

WOODSHELVING

FORMICA LAMINATE MACCHIATO
WALNUT
Install perMFG spec.

CABINETS SHERWIN

WILLIAMS
PAINT
SW 7016MINDFULGRAY, TOMATCH (E)UPSTAIRSBREAKROOM
Install perMFG spec.

COUNTERTOP/BACKSPLASH

CAESARSTONE QUARTZ QUARTZ
5000LONDONGREY, TOMATCH (E)UPSTAIRSBREAKROOM
Install perMFG spec.

HARDWAREFINISH
ATLAS 327-BRN, 5
1/16"

BRUSHEDNICKEL, TOMATCH (E)UPSTAIRSBREAKROOM
Install perMFG spec.
#-#

10.05 BOBRICK B-253 SURFACE MOUNTED PAPER TOWEL DISPENSER.

OBSTRUCTED HIGH SIDE REACH RANGE IN COMPLIANCE WITH CBC11B-308.3.2

10.06 BOBRICK B-2111 CLASSICSERIES SURFACE MOUNTED SOAP DISPENSER12.02 OPEN SHELF, MICROWAVE. CONFIRM (E) APPLIANCE DIMENSIONS.12.03 OPEN CABINET, REFRIGERATOR. CONFIRM (E) APPLIANCE DIMENSIONS12.07 OPEN SHELF A
A-101
A
A-101
# DOOR ID - REFER TO SHEET A-601
WINDOW ID - REFER TO SHEET A-602

SHEET NUMBER
HDR. HEADER
TEMP. TEMPERED GLAZING REQUIRED
R.O. ROUGH OPENING

SECTION CUT REFERENCEINDICATES DIRECTION OF VIEW
F.F. FINISH FLOOR
PLT. HT. PLATE HEIGHT
P.W. PLYWOOD

SHEET NUMBERINTERIOR ELEVATION REFERENCE NUMBERINDICATES DIRECTION OF VIEW #
CABINET NUMBER PER THE CABINET DESIGN SERIES (CDS)AND THE WIDTH, HEIGHT, AND DEPTH. CDS # W
H
D
#
SHARED KITCHEN ELEVATION 7 Scale: 1" = 1'-0"
2'-10" 1'-1"
3'-6"

12.02 12.03

FLOORT-BAR CEILING
1'-6"
3'-1" 1'-6" 112" 1'-1012"
3'-2" 2'-9" 2'-3" 1'-3"

EXISTING WINDOW FLUSH FLUSH
2'-6" 2'-3"

12.07 EQ EQ
1 1
2 "1
1 2
"
1'-8
1 2
"
P-1CT-1
1 1
2 "
W-1
W-1
C-1
19 A-501
18 A-501
4"
3'-11"

10.06 H-1
33"
30" MIN. CLEARANCE
46" MAX

10.05 PRINTER AREA ELEVATION 17 Scale: 1/2" = 1'-0"

NEW WINDOW

PRINTER
D-15
22 DRINKING FOUNTAIN ENLARGED PLAN 19 Scale: 1/2" = 1'-0" 7 1
2 "
1'-0"
1'-6"
5'-0" 4'-0"
30" x 48"
3'-10"
2'-2"
30" x 48"
4'-0"
1'-6"
DRINKING FOUNTAIN ELEVATION 20 Scale: 1/2" = 1'-0"
18" MIN
6" MIN
33"

1.2. Combination refrigerators and freezers shall have at least 50 percent of thefreezer space 54 inches (1372 mm) maximum above the finish floor or ground.The clear floor or ground space shall be positioned for a parallel approach tothe space dedicated to a refrigerator/freezer with the centerline of the clearfloor or ground space offset 24 inches (610 mm) maximum from the centerlineof the dedicated space. (CBC 11B-804.6.6)Show outlets for the employee kitchen area to be within reach ranges.Controls and switches intended to be used by the occupant of a room orarea to control lighting and receptacle outlets, appliances or cooling,heating and ventilating equipment, shall comply with Section 11B-308 exceptthe low reach shall be measured to the bottom of the outlet box and the highreach shall be measured to the top of the outlet box. (CBC 11B-308.1.1)

SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-212

INTERIOR ELEVATIONS

INTERIOR ELEVATIONS
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET #
A
A-101
A
A-101
# DOOR ID - REFER TO SHEET A-601
WINDOW ID - REFER TO SHEET A-602

SHEET NUMBER
HDR. HEADER
TEMP. TEMPERED GLAZING REQUIRED
R.O. ROUGH OPENING

SECTION CUT REFERENCEINDICATES DIRECTION OF VIEW
F.F. FINISH FLOOR
PLT. HT. PLATE HEIGHT
P.W. PLYWOOD

SHEET NUMBERINTERIOR ELEVATION REFERENCE NUMBERINDICATES DIRECTION OF VIEW #
CABINET NUMBER PER THE CABINET DESIGN SERIES (CDS)AND THE WIDTH, HEIGHT, AND DEPTH. CDS # W
H
D
CONFERENCE ROOM ENTRY 11 Scale: 1/4" = 1'-0"

GLAZING WALL
3'-5" 3'-5" 3'-8"
2'-0" 2'-0" FROSTED PRIVACY FILM
10'-0"
CONFERENCE ROOM GLAZING WALL 9 Scale: 1/4" = 1'-0"
3'-11" 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" 3'-11"

GLAZING WALL
10'-0"

T-BAR CEILING C
2'-0"

SILHOUETTEFOR SIZEREFERENCE
FROSTEDPRIVACY FILM.REFER TOSPEC SECTION08 8000
2'-0"
146 sq ft
13 142 sq ft
142 sq ft
146 ft
447 sq ft
D-15
D-03 D-(E) W-02 W-(E) D-(E) D-(E) D-04 D-01
D-02
A-212 9
ENLARGED PLAN, CONFERENCE AND HUDDLE ROOM 7 Scale: 1/4" = 1'-0" B B
B.1 B.1
A A
A.1 A.1
22 33
44 55
66 WD-(E)
D
D-03 D-(E W-02D-01
D-02
A-212
11 D-(E)
ENLARGED PLAN, ENTRY AND FINANCE 10 Scale: 1/4" = 1'-0" C C
C.1 C.1
22 33
44 B B
B.1 B.1
6 A-501
IT SECURE OFFICE GLAZING WALL 13 Scale: 1/4" = 1'-0"
10'-0"
5'-4" 5'-0"
C
3'-0"
2'-0" 2'-0"

GLAZING WALL

FROSTEDPRIVACY FILM
D-(E)
D-(E)
D-1
W-03
D-10
A-212
13 107 sq f
72 sq ft
ENLARGED PLAN, IT SECURE OFFICES 12 Scale: 1/4" = 1'-0" D.2 D.2D.3 D.3
88 99

1. 2.3.
11B-216.8 - Where existing toilet rooms or bathing rooms do not comply withSection 11B-603, directional signs indicating the location of the nearest toiletroom or bathing room complying with Section 11B-603 within the facility shallbe provided. Signs shall comply with Section 11B-703.5 and shall include theInternational Symbol of Accessibility complying with Section 11B-703.7.2.1.Where existing toilet rooms or bathing rooms do not comply with Section11B-603, the toilet rooms or bathing rooms complying with Section 11B-603shall be identified by the International Symbol of Accessibility complying withSection 11B-703.7.2.1. Where clustered single user toilet rooms or bathingfacilities are permitted to use exceptions to Section 11B-213.2, toilet rooms orbathing facilities complying with Section 11B-603 shall be identified by theInternational Symbol of Accessibility complying with Section 11B-703.7.2.1unless all toilet rooms and bathing facilities comply with Section 11B-603.Existing buildings that have been remodeled to provide specific toilet roomsor bathing rooms for public use that comply with these building standardsshall have the location of and the directions to these rooms posted in or nearthe building lobby or entrance on a sign complying with Section 11B-703.5,including the International Symbol of Accessibility complying with Section11B-703.7.2.1.11B-703.7.2.6 - Geometric symbols at entrances to toilet and bathing roomsshall be mounted at 58 inches (1473 mm) minimum and 60 inches (1524 mm)maximum above the finish floor or ground surface measured from thecenterline of the symbol. Where a door is provided the symbol shall bemounted within 1 inch (25 mm) of the vertical centerline of the door.1. Men's toilet and bathing facilities - 11B-703.7.2.6.12. Women's toilet and bathing facilities - 11B-703.7.2.6.23. Unisex toilet and bathing facilities - 11B-703.7.2.6.34. Edges and vertices on geometric symbols - 11B-703.7.2.6.4Refer to Accessible Signage Notes on ADA1.1

1.2.3.4.5.6.7.8.9.10.11.12.13.14.15.16. 11B-603.1 - Toilet and bathing rooms shall comply with 2022 CBC Section11B-603.11B-603.2 - Toilet and bathing rooms clearances1. Turning space complying with Section 11B-304 shall be provided within theroom.2. Required clear floor spaces, clearance at fixtures, and turning space shallbe permitted to overlap.3. Doors shall not swing into the clear floor space or clearance required forany fixture. Doors to accessible water closet compartments shall be permittedto encroach into the turning space without limitation. Other than doors toaccessible water closet compartments, a door, in any position, shall bepermitted to encroach into the turning space by 12" max.11B-603.3 - Mirrors located above lavatories or countertops shall be installedwith the bottom edge of the reflecting surface 40 inches (1016 mm) maximumabove the finish floor or ground. Mirrors not located above lavatories orcountertops shall be installed with the bottom edge of the reflecting surface35 inches (889 mm) maximum above the finish floor or ground.11B-603.4 - Coat hooks shall be located within one of the reach rangesspecified in Section 11B-308. Shelves shall be located 40 inches (1016 mm)minimum and 48 inches (1219 mm) maximum above the finish floor. Medicinecabinets shall be located with a usable shelf no higher than 44 inches (1118mm) maximum above the finish floor.11B-603.5 - Where towel or sanitary napkin dispensers, waste receptacles orother accessories are provided in toilet facilities, at least one of each typeshall be located on an accessible route. All operable parts, including coinslots, shall be 40 inches (1016 mm) maximum above the finish floor.11B-604.1 - Water closets and toilet compartments shall comply with Sections11B-604.2 through 11B-604.8.11B-604.2 - The water closet shall be positioned with a wall or partition to therear and to one side. The center-line of the water closet shall be 17 inches(432 mm) minimum to 18 inches (457 mm) maximum from the side wall orpartition, except that the water closet shall be 17 inches (432 mm) minimumand 19 inches (483 mm) maximum from the side wall or partition in theambulatory accessible toilet compartment specified in Section 11B-604.8.2.Water closets shall be arranged for a left-hand or right-hand approach.11B-604.3 - Clearances around water closets and in toilet compartments shallcomply with Section 11B-604.3.11B-604.4 - The seat height of a water closet above finish floor shall be 17" min.and 19" max. measured to the top of the seat. Seats shall not be sprung toreturn to a lifted position. Seats shall be 2" high max.11B-604.5 - Grab bars for water closets shall comply with Section 11B-609.Grab bars shall be provided on the side wall closest to the water closet andon the rear wall. Where separate grab bars are required on adjacent walls ata common mounting height, an L-shaped grab bar meeting the dimensionalrequirements of Sections 11B-604.5.1 and 11B- 604.5.2 shall be permitted.Exceptions:1. Reserved2. In residential dwelling units, grab bars shall not be required to be installed intoilet or bathrooms provided that reinforcement has been installed in wallsand located so as to permit the installation of grab bars complying withSection 11B-604.5.3. In detention or correction facilities, grab bars shall not be required to beinstalled in housing or holding cells that are specially designed withoutprotrusions for purposes of suicide prevention.11B-604.6 - Flush controls shall be hand operated or automatic. Handoperated flush controls shall comply with Section 11B-309 except they shall belocated 44 inches (1118 mm) maximum above the floor. Flush controls shall belocated on the open side of the water closet except in ambulatoryaccessible compartments complying with Section 11B-604.8.2.11B-604.7 - Toilet paper dispensers shall be 7" min. and 9" max. in front of thewater closet measured to the centerline of the dispenser. The outlet of thedispenser shall be below the grab bar, 19" minimum above the finish floor andshall not be located behind grab bars. Dispensers shall not be of a type thatcontrols delivery or that does not allow continuous paper flow.11B-604.8 - Wheelchair accessible toilet compartments shall meet therequirements of Sections 11B-604.8.1 and 11B-604.8.3. Compartmentscontaining more than one plumbing fixture shall comply with Section 11B-603.Ambulatory accessible compartments shall comply with Sections 11B-604.8.2and 11B-604.8.3.11B-604.8.1 - Wheelchair accessible compartments shall comply with Section11B-604.8.1.11B-604.8.2 - Ambulatory accessible compartments shall comply with Section11B-604.8.2.11B-604.9 - Water closets and toilet compartments for children's use shallcomply with Section 11B-604.9. When the exception in Section 11B-604.1 isused, the suggested dimensions of Table 11B-604.9 for a single age group shallbe applied consistently to the installation of a water closet and all associatedcomponents.11B-605 - Urinals1. Urinals shall comply with Section 11B-605.2. Urinals shall be the stall-type or the wall-hung type with the rim 17 inches(432 mm) maximum above the finish floor or ground. Urinals shall be 131/ 2inches (343 mm) deep minimum measured from the outer face of the urinalrim to the back of the fixture.3. A clear floor or ground space complying with Section 11B-305 positionedfor forward approach shall be provided4. Flush controls shall be hand operated or automatic. Hand operated flushcontrols shall comply with Section 11B-309 except that the flush control shallbe mounted at a maximum height of 44 inches (1118 mm) above the finishfloor.11B-606 - Lavatories and sinks1. Lavatories and sinks shall comply with Section 11B-606.2. A clear floor space complying with Section 11B-305, positioned for aforward approach, and knee and toe clearance complying with Section11B-306 shall be provided.3. Lavatories and sinks shall be installed with the front of the higher of the rimor counter surface 34 inches (864 mm) maximum above the finish floor orground.4. Controls for faucets shall comply with Section 11B-309. Hand-operatedmetering faucets shall remain open for 10 seconds minimum.5. Water supply and drain pipes under lavatories and sinks shall be insulatedor otherwise configured to protect against contact. There shall be no sharp orabrasive surfaces under lavatories and sinks.6. Lavatories, when located adjacent to a side wall or partition, shall be aminimum of 18 inches (457 mm) to the centerline of the fixture.7. Where a forward approach is required at a sink, knee and toe clearanceshall be provided in compliance with Section 11B-306.

1.2.3.4.5.6.7.8.9. 11B-609.1 - Grab bars in toilet facilities and bathing facilities shall comply with2022 CBC Section 11B-609.11B-609.2 - Grab bars shall have a cross section complying with Section11B-609.2.1 or 11B-609.2.2.11B-609.3 - The space between the wall and the grab bar shall be 11/2inches(38 mm). The space between the grab bar and projecting objects below andat the ends shall be 11/2 inches (38 mm) minimum. The space between thegrab bar and projecting objects above shall be 12 inches (305 mm) minimum.11B-609.4 - Grab bars shall be installed in a horizontal position, 33 inches (838mm) minimum and 36 inches (914 mm) maximum above the finish floormeasured to the top of the gripping surface, except that at water closets forchildren's use complying with Section 11B-604.9, grab bars shall be installed ina horizontal position 18 inches (457 mm) minimum and 27 inches (686 mm)maximum above the finish floor measured to the top of the gripping surface.The height of the lower grab bar on the back wall of a bathtub shall complywith Section 11B-607.4.1.1 or 11B-607.4.2.1.11B-609.5 - Grab bars and any wall or other surfaces adjacent to grab barsshall be free of sharp or abrasive elements and shall have rounded edges.11B-609.6 - Grab bars shall not rotate within their fittings.11B-609.7 - Grab bars shall be installed in any manner that provides a grippingsurface at the specified locations and that does not obstruct the requiredclear floor space.11B-609.8 - Allowable stresses shall not be exceeded for materials used whena vertical or horizontal force of 250 pounds (1112 N) is applied at any point onthe grab bar, fastener, mounting device, or supporting structure.11B-609.9 - L-shaped or U-shaped grab bars shall be permitted.

Graphic(s) graphic(s) sourced
from the 2023 California Accessibility Reference Manual RESTROOM CLEARANCES 18

MULTIPLE OCCUPANCY -

UNISEX TOILET & BATHING

FACILITIES SIGNAGE
MEN’S TOILET & BATHING

FACILITIES SIGNAGE
WOMEN’S TOILET & BATHING

FACILITIES SIGNAGE

DOOR MOUNTED

SIGNAGE

DOOR MOUNTED

SIGNAGE

DOOR MOUNTED

SIGNAGE
Door
Signage
Door
Signage
Door
Signage
1/4” Thick
1/4” Thick
1/4” Thick
1/4” Thick
12” 12”
12”
12”
12”
Color & Contrast
of symbol distinctly
different from door
Color & Contrast
of symbol distinctly
different from door
Color & Contrast
of symbol distinctly
different from door
Men’s Sanitary
Facility
Women’s Sanitary
Facility
Unisex Sanitary
Facility
58” min.
to
60” max.
58” min.
to
60” max.
58” min.
to
60” max.

INTERNATIONAL SYMBOL OF ACCESSIBILITY

TOILET & BATHING ROOM SIGNAGE
6”Min.

GEOMETRIC SYMBOLS AT DOORS 5 Signs shall include the International Symbol of Accessibility complying with these symbols.

Graphic(s) sourced from the 2023 California Accessibility Reference Manual • raised characters must be duplicated in braille.• raised characters must be installed in accordance with the requirements of tactile signs.• raised characters must be 1/32” min. above their background.• characters must be uppercase.• characters must be sans serif.• characters must not be italic, oblique, script, highly decorative or of other unusual forms.• spacing between the baselines of separate lines of raised characters within a message must be 135% min. and 170% max. of the raised character height. • text must be in a horizontal format.• edges of signs must be rounded, chamfered or eased.• corners of signs must have a minimum radius of 1/8".

PICTOGRAM & BRAILLE
Wall sign clear
of door swing
Geometric Symbol - Door Signage: 58” min. and 60” max. above the finish floor or ground surface measured from the centerline of the symbol.

Protruding
signs
48” Min.
60” Max.
to

BRAILLE

0.025” to

0.037”
Grade 2 Braille
Braille dots
Tactile characters on signs must be located 48” min. above the finish floor or ground surface, measured from the baseline of the highest line of rased characters.

Wall signage to be installed on the latch side of doorLettering‡8SSHUFDVHcharacters‡5DLVHGµ Pictogram
6”
Min.

Height of
lettering
µPLQ
to 2” max.

Grade 2Braille
µ
µ
µ

0.300”
Cell
• pictograms must have a field height of 6” min.• characters and braille must not be located in the pictogram field.• pictograms and their field must have a non-glare finish.• pictograms must contrast with their field with either a light pictogram ona dark field or a dark pictogram on a light field.
• pictograms must have text descriptors located directly below the pictogram field.

ACCESSIBLE TOILET ACCESSORIES 20 Graphic(s) sourced
from the 2023 California Accessibility Reference Manual

FLOOR MOUNTED TOILET - DETAILS
& CLEARANCES
54” Min.
42” Min.
36” Max.
12” Max.
24” Min.
19”
Min.
12”
Max.
6”
Max. 36” Min.

Flush valve
on the wide side
12”
Min. 12” Min.

Max. 44”
33”
to
36”
17”
to
19”
Toilet
paper
dispensers
17” Min. to
18” Max.

FIXTURES & ACCESSORIES

TOILET PAPER DISPENSER
19”
Min.

Dispensers must allow
continuouspaper flow.
7” Min. to 9” Max. from
front of water closet to
centerline of dispenser.

Flush Control
Operating 44” 5 lbs. Max
Max.

URINAL CLEARANCE AND DIMENSIONS 9
Graphic(s) sourced
from the 2020 California Accessibility Reference Manual URINAL ALCOVE CLEARANCES 19 Graphic(s) sourced from the 2023 California Accessibility Reference Manual
KNEE CLEARANCE @ LAVATORY 10 Graphic(s) sourced
from the 2023 California Accessibility Reference Manual

ACCESSIBLE LAVATORY & SINK,

TOE , & KNEE CLEARANCES

ELEVATION PLAN VIEW
27”
Min.
27”
Min. 9”
Min.
17”Min. to 25” Max.
17”Min. to
25” Max.
30”Min.
18”Min.
11”
Min.
6”
Max.
6” Max. 48” Min.
8”
Max.
29”
Min.
34”
Min.

Knee Clearance Toe Clearance
SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-401

ACCESSIBLE RESTROOM
NOTES

ACCESSIBLE RESTROOM NOTES
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

1. Dimensions noted as "min" shall be taken as minimum allowable dimension. the actual field dimensions may be greater, but in no case be less than the dimension shown. TYP.U.N.O.

2. Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard non-absorbant surface of portland cement, concrete, ceramic tile or other smooth, non-absorbant surface to a height of 4 feet, and except for structuralelements, the materials used in such walls shall be of a type that is not adverselyaffected by moisture.

3. In other than dwelling units, toilet room floors shall have a smooth, hard nonabsorbent surface such as portland cement, concrete, ceramic tile or other approved materialthat extends upward onto the walls at least 5".

4. Hot water and drain pipes shall be insulated or covered.

02.01 (E) TOILET TO REMAIN

09.05 COUNTERTOP TO ALLOW FOR 44" CLEARANCE PATH TO RESTROOM STALL

09.06 (E) WALL TILE TO REMAIN, PATCH AND REPAIR AS NECESSARY12.08 (N) RESTROOM PARTITIONS22.04 (N) URINAL22.05 (E) TOILET RELOCATED22.06 (E) FLOOR DRAIN22.07 INSULATED PIPE PER PLUMBING 11B-404.2.7 - Handles, pulls, latches, locks and other operable parts on doors and gates shall comply with Section 11B-309.4. Operable parts of such hardware shall be 34 inches (864 mm) minimum and 44 inches (1118 mm) maximum above the finishfloor or ground. Where sliding doors are in the fully open position, operatinghardware shall be exposed and usable from both sides.Exceptions:

1. Existing locks shall be permitted in any location at existing glazed doors without stiles, existing overhead rolling doors or grilles and similar existing doors orgrilles that are designed with locks that are activated only at the top or bottom rail.

2. Access gates in barrier walls and fences protecting pools, spas and hot tubs shall be permitted to have operable parts of the release of latch on self-latchingdevices at 54 inches (1372 mm) maximum above the finish floor or ground providedthe self-latching devices are not also self-locking devices and operated by means ofa key, electronic opener or integral combination lock. 11B-604.4 - The seat height of a water closet above the finish floor shall be 17 inches(432 mm) minimum and 19 inches (483 mm) maximum measured to the top of theseat. Seats shall not be sprung to return to a lifted position. Seats shall be 2 inches(51 mm) high maximum.Exceptions:

1. Reserved2. In residential dwelling units, the height of water closets shall be permitted to be 15 inches (381 mm) minimum and 19 inches (483 mm) maximum above thefinish floor measured to the top of the seat.

3. A 3-inch (76 mm) high seat shall be permitted only in alterations where the existing fixture is less than 15 inches (381 mm) high.11B-604.6 - Flush controls shall be hand operated or automatic. Hand operated flushcontrols shall comply with Section 11B-309 except they shall be located 44 inches(1118 mm) maximum above the floor. Flush controls shall be located on the openside of the water closet except in ambulatory accessible compartments complyingwith Section 11B-604.8.2.11B-604.3.1 - Clearance around a water closet shall be 60" min. measured perp.from the side wall and 56" min. measured perp. from the rear wall.The minimum clear space between toilet and lavatory/fixture is 28"11B-604.2 - The centerline of the water closet fixture shall be 18" from the side wall orpartition. 11B-604.5.1 Grab bars for water closets shall comply with Section 11B-609. Grab barsshall be provided on the side wall closest to the water closet and on the rear wall.Where separate grab bars are required on adjacent walls at a common mountingheight, an L-shaped grab bar meeting the dimensional requirements of Sections 11B-604.5.1 and 11B- 604.5.2 shall be permitted.Exceptions:

1. Reserved2. In residential dwelling units, grab bars shall not be required to be installed in toilet or bathrooms provided that reinforcement has been installed in walls andlocated so as to permit the installation of grab bars complying with Section11B-604.5.

3. In detention or correction facilities, grab bars shall not be required to be installed in housing or holding cells that are specially designed without protrusions forpurposes of suicide prevention.

Hot water and drainpipes, accessible under lavatories, shall be insulated orotherwise covered. There shall be no sharp or abrasive surfaces under lavatories.

A clear floor space 30"x48" shall be provided in front of a lavatory to allow a forwardapproach. such clear floor space shall adjoin or overlap an accessible route andshall extend into knee and toe space underneath the lavatory.

When sanitary accessories, towel, sanitary napkins, waste receptacles and othersimilar dispensing and disposal fixtures are provided, at least one of each type islocated with all operable parts, including coin slots, at a max. height of 40"Toilet paper dispensers are located on the side wall within 12" of front edge of toiletseat and 36" from the back wall, measured to the front edge of the dispenser.There shall be 30"x48" min. clear floor space at the accessoriesAccessories shall operate using single-hand, max. 5 lbs of force with no tightgrasping, pinching or twisting of wrist.Toilet paper dispenser min. height from floor is 19"Toilet paper dispenser that control delivery or that do not permit continuous paperflow shall not be used.

1. Sanitary facilities are required to provide two separate types of signage; one type located on the doorway to the facility, and another type mounted on the walladjacent to the latch side of the door.

2. 11B-703.7.2.6 - Doors leading to sanitary facilities shall be as follows:
11B-703.7.2.6.1 - A triangle symbol shall be located at entrances to men's toilet andbathing facilities. The triangle symbol shall be an equilateral triangle 1/4 inch (6.4mm) thick with edges 12 inches (305 mm) long and a vertex pointing upward. Thecolor of the triangle symbol shall contrast with the color of the door or surface onwhich the triangle symbol is mounted, either light on a dark background or dark ona light background11B-703.7.2.6.2 - A circle symbol shall be located at entrances to women's toilet andbathing facilities. The circle symbol shall be 1/4 inch (6.4 mm) thick and 12 inches(305 mm) in diameter. The color of the circle symbol shall contrast with the color of the door or surface on which the circle symbol is mounted, either light on a darkbackground or dark on a light background11B-703.7.2.6.3 - A circle symbol shall be located at entrances to women's toilet andbathing facilities. The circle symbol shall be 1/4 inch (6.4 mm) thick and 12 inches(305 mm) in diameter. The color of the circle symbol shall contrast with the color of the door or surface on which the circle symbol is mounted, either light on a darkbackground or dark on a light background.

3. A wall sign shall be installed on the wall adjacent to latch outside of door. If there is no space, including at double leaf doors, the sign shall be placed on nearest adjacentwall, preferably on the right. The signage shall be as follows:

The mounting height shall be 60" above the floor to the center line of sign. Personsshall be able to approach within 3" of the sign without encountering protrudingobjects or standing within the swing of the door.Characters, symbols and their background shall have a nonglare finish. Charactersand symbols shall contrast with their background, either light on dark background ordark on light background.Raised characters shall be raised 1/32" min. and shall be sans serif upper casecharacters accompanies by grade 2 braille.Raised characters shall be a min. of 5/8" high and a max. of 2" highPictograms shall be accompanied by verbal description placed directly below.min. border dimension height of pictogram shall be 6"Contracted grade 2 braille shall be used wherever braille is required with dots =1/10" on center in each cell with 2/10" space between cells, raised 1/40"The center line of the lavatory fixture shall be located 18" min. away from adjacentside wall. the minimum horizontal depth of all designated accessible lavatories shallbe 17" maximum and the vertical height of the rim or counter edge and shall notexceed 34" above the finished floor. Knee clearance shall be provided inaccordance with 20/ADA1.0 In other than dwelling units, toilet room floors shall have a smooth, hardnonabsorbent surface such as portland cement, concrete, ceramic tile or otherapproved material that extends upward onto the walls at least 5". walls within 2 feetof the front and sides of urinals and water closets shall have a smooth, hardnonabsorbent surface of portland cement, concrete, ceramic tile or other smooth, nonabsorbent surface to a height of 4 feet, and except for structural elements, thematerials used in such walls shall be of a type that is not adversely affected by moisture.

Toilet room floors shall not slope more than 2% to drains, especially within requiredclear floor areas and along accessible routes - drains shall be flush to the finish floorand grate opening shall be no wider than 1/2". #
SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-402

ACCESSIBLE RESTROOM
PLAN

ACCESSIBLE RESTROOM PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET NOTE: RESTROOM ACCESSORIES TO BE NEW
A-9 36" GRAB BAR BOBRICK B-6806X36A-8 TRASH (WOMEN ONLY) BOBRICK B-270A-7 SURFACE MOUNTED DOUBLE ROLL TP BOBRICK B-4288

CONTURA SERIES
A-6 42" GRAB BAR BOBRICK B-6806X42A-5 SURFACE MOUNTED SEAT COVER DISPENSER BOBRICK B-4221

CONTURA SERIES
A-4 HOOK BOBRICK B-76727A-3 PAPER TOWEL RECEPTACLE BOBRICK B-3803 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-4112CONTURA SERIES A-2
68 sq ft
D-14
D-13
60" MIN
60" MIN
60" MIN
A-402
14 17 A-402 18
A-403 13
18 15
RESTROOM ENLARGED FLOOR PLAN 8 Scale: 1/4" = 1'-0"
36" MIN
6'-7"
6'-11" 3'-5" 5'-0"
8'-0"
1'-6"
6'-0"

22.0622.0622.0522.0402.0102.01

MENS RESTROOMJANITORS CLOSETWOMENS RESTROOM
42" PATH
42" PATH
42" PATH
4'-1"
36" FRAMED

OPENING
1'-0"1'-6"
2'-6"
NOTES:GENERAL:-ALL NEW PARTITIONS ANDRESTROOM ACCESSORIESTHROUGHOUT.-EXISTING WALL AND FLOORTILE TO BE PATCHED ANDREPAIRED AS NECESSARY.

SOUTH MENS RESTROOM ELEVATION 14 Scale: 3/8" = 1'-0"

FINISH FLOOR

CEILING
2'-6" 6'-8"
10" 4'-0"
10" 6'-0" 42" MIN 12" MAX
A-6
33" MIN / 36" MAX
19" MIN TO

OPENING
A-7

09.0622.05

12.08 22.04
7" MIN
9" MAX
A-9
54" MIN
A-5
WEST MENS RESTROOM ELEVATION 18 Scale: 3/8" = 1'-0"
3'-0"
EQ. EQ. EQ.
±6'-11"
17"
MAX

13.5"
MIN

FINISH FLOOR

CEILING
10" 6'-0"

12.08 WEST MENS RR 17 Scale: 3/8" = 1'-0"

FINISH FLOOR

CEILING
33" MIN / 36" MAX
6" 36" MIN
17" - 18"
12"
MIN
24" MIN
A-6A-9
A-7

09.06 22.05
15" MIN
A-5
NORTH MENS RR ELEVATION 12 Scale: 3/8" = 1'-0"

FINISH FLOOR

CEILING

09.06 09.05
A-2
34" MAX
40" MAX
A-3
34 MAX "
40" MAX
34 MAX
18"
EAST MENS RR ELEVATION 13 Scale: 3/8" = 1'-0"

FINISH FLOOR

CEILING
34" MAX
44"
44-48" MAX.
34" MAX

09.06 09.05
A-2A-3

22.07

11B-404.2.7 - Handles, pulls, latches, locks and other operable parts on doors and gates shall comply with Section 11B-309.4. Operable parts of such hardware shall be 34 inches (864 mm) minimum and 44 inches (1118 mm) maximum above the finishfloor or ground. Where sliding doors are in the fully open position, operatinghardware shall be exposed and usable from both sides.Exceptions:

1. Existing locks shall be permitted in any location at existing glazed doors without stiles, existing overhead rolling doors or grilles and similar existing doors orgrilles that are designed with locks that are activated only at the top or bottom rail.

2. Access gates in barrier walls and fences protecting pools, spas and hot tubs shall be permitted to have operable parts of the release of latch on self-latchingdevices at 54 inches (1372 mm) maximum above the finish floor or ground providedthe self-latching devices are not also self-locking devices and operated by means ofa key, electronic opener or integral combination lock. 11B-604.4 - The seat height of a water closet above the finish floor shall be 17 inches(432 mm) minimum and 19 inches (483 mm) maximum measured to the top of theseat. Seats shall not be sprung to return to a lifted position. Seats shall be 2 inches(51 mm) high maximum.Exceptions:

1. Reserved2. In residential dwelling units, the height of water closets shall be permitted to be 15 inches (381 mm) minimum and 19 inches (483 mm) maximum above thefinish floor measured to the top of the seat.

3. A 3-inch (76 mm) high seat shall be permitted only in alterations where the existing fixture is less than 15 inches (381 mm) high.11B-604.6 - Flush controls shall be hand operated or automatic. Hand operated flushcontrols shall comply with Section 11B-309 except they shall be located 44 inches(1118 mm) maximum above the floor. Flush controls shall be located on the openside of the water closet except in ambulatory accessible compartments complyingwith Section 11B-604.8.2.11B-604.3.1 - Clearance around a water closet shall be 60" min. measured perp.from the side wall and 56" min. measured perp. from the rear wall.The minimum clear space between toilet and lavatory/fixture is 28"11B-604.2 - The centerline of the water closet fixture shall be 18" from the side wall orpartition. 11B-604.5.1 Grab bars for water closets shall comply with Section 11B-609. Grab barsshall be provided on the side wall closest to the water closet and on the rear wall.Where separate grab bars are required on adjacent walls at a common mountingheight, an L-shaped grab bar meeting the dimensional requirements of Sections 11B-604.5.1 and 11B- 604.5.2 shall be permitted.Exceptions:

1. Reserved2. In residential dwelling units, grab bars shall not be required to be installed in toilet or bathrooms provided that reinforcement has been installed in walls andlocated so as to permit the installation of grab bars complying with Section11B-604.5.

3. In detention or correction facilities, grab bars shall not be required to be installed in housing or holding cells that are specially designed without protrusions forpurposes of suicide prevention.

Hot water and drainpipes, accessible under lavatories, shall be insulated orotherwise covered. There shall be no sharp or abrasive surfaces under lavatories.

A clear floor space 30"x48" shall be provided in front of a lavatory to allow a forwardapproach. such clear floor space shall adjoin or overlap an accessible route andshall extend into knee and toe space underneath the lavatory.

When sanitary accessories, towel, sanitary napkins, waste receptacles and othersimilar dispensing and disposal fixtures are provided, at least one of each type islocated with all operable parts, including coin slots, at a max. height of 40"Toilet paper dispensers are located on the side wall within 12" of front edge of toiletseat and 36" from the back wall, measured to the front edge of the dispenser.There shall be 30"x48" min. clear floor space at the accessoriesAccessories shall operate using single-hand, max. 5 lbs of force with no tightgrasping, pinching or twisting of wrist.Toilet paper dispenser min. height from floor is 19"Toilet paper dispenser that control delivery or that do not permit continuous paperflow shall not be used.

1. Sanitary facilities are required to provide two separate types of signage; one type located on the doorway to the facility, and another type mounted on the walladjacent to the latch side of the door.

2. 11B-703.7.2.6 - Doors leading to sanitary facilities shall be as follows:
11B-703.7.2.6.1 - A triangle symbol shall be located at entrances to men's toilet andbathing facilities. The triangle symbol shall be an equilateral triangle 1/4 inch (6.4mm) thick with edges 12 inches (305 mm) long and a vertex pointing upward. Thecolor of the triangle symbol shall contrast with the color of the door or surface onwhich the triangle symbol is mounted, either light on a dark background or dark ona light background11B-703.7.2.6.2 - A circle symbol shall be located at entrances to women's toilet andbathing facilities. The circle symbol shall be 1/4 inch (6.4 mm) thick and 12 inches(305 mm) in diameter. The color of the circle symbol shall contrast with the color of the door or surface on which the circle symbol is mounted, either light on a darkbackground or dark on a light background11B-703.7.2.6.3 - A circle symbol shall be located at entrances to women's toilet andbathing facilities. The circle symbol shall be 1/4 inch (6.4 mm) thick and 12 inches(305 mm) in diameter. The color of the circle symbol shall contrast with the color of the door or surface on which the circle symbol is mounted, either light on a darkbackground or dark on a light background.

3. A wall sign shall be installed on the wall adjacent to latch outside of door. If there is no space, including at double leaf doors, the sign shall be placed on nearest adjacentwall, preferably on the right. The signage shall be as follows:

The mounting height shall be 60" above the floor to the center line of sign. Personsshall be able to approach within 3" of the sign without encountering protrudingobjects or standing within the swing of the door.Characters, symbols and their background shall have a nonglare finish. Charactersand symbols shall contrast with their background, either light on dark background ordark on light background.Raised characters shall be raised 1/32" min. and shall be sans serif upper casecharacters accompanies by grade 2 braille.Raised characters shall be a min. of 5/8" high and a max. of 2" highPictograms shall be accompanied by verbal description placed directly below.min. border dimension height of pictogram shall be 6"Contracted grade 2 braille shall be used wherever braille is required with dots =1/10" on center in each cell with 2/10" space between cells, raised 1/40"The center line of the lavatory fixture shall be located 18" min. away from adjacentside wall. the minimum horizontal depth of all designated accessible lavatories shallbe 17" maximum and the vertical height of the rim or counter edge and shall notexceed 34" above the finished floor. Knee clearance shall be provided inaccordance with 20/ADA1.0 In other than dwelling units, toilet room floors shall have a smooth, hardnonabsorbent surface such as portland cement, concrete, ceramic tile or otherapproved material that extends upward onto the walls at least 5". walls within 2 feetof the front and sides of urinals and water closets shall have a smooth, hardnonabsorbent surface of portland cement, concrete, ceramic tile or other smooth, nonabsorbent surface to a height of 4 feet, and except for structural elements, thematerials used in such walls shall be of a type that is not adversely affected by moisture.

Toilet room floors shall not slope more than 2% to drains, especially within requiredclear floor areas and along accessible routes - drains shall be flush to the finish floorand grate opening shall be no wider than 1/2". #
SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-403

ACCESSIBLE RESTROOM
PLAN

ACCESSIBLE RESTROOM PLAN
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET

02.01 (E) TOILET TO REMAIN02.02 (E) SINK / COUNTER TO REMAIN02.03 (E) SOAP DISPENSER TO REMAIN02.04 (E) PAPER TOWEL DISPENSER TO REMAIN09.04 APPLY FROSTED WINDOW FILM TO (E) WINDOW09.05 COUNTERTOP TO ALLOW FOR 44" CLEARANCE PATH TO RESTROOM STALL09.06 (E) WALL TILE TO REMAIN, PATCH AND REPAIR AS NECESSARY12.08 (N) RESTROOM PARTITIONS22.04 (N) URINAL22.05 (E) TOILET RELOCATED22.06 (E) FLOOR DRAIN22.07 INSULATED PIPE PER PLUMBING NOTE: RESTROOM ACCESSORIES TO BE NEW
A-9 36" GRAB BAR BOBRICK B-6806X36A-8 TRASH (WOMEN ONLY) BOBRICK B-270A-7 SURFACE MOUNTED DOUBLE ROLL TP BOBRICK B-4288

CONTURA SERIES
A-6 42" GRAB BAR BOBRICK B-6806X42A-5 SURFACE MOUNTED SEAT COVER DISPENSER BOBRICK B-4221

CONTURA SERIES
A-4 HOOK BOBRICK B-76727A-3 PAPER TOWEL RECEPTACLE BOBRICK B-3803 SURFACE MOUNTED SOAP DISPENSER BOBRICK B-4112CONTURA SERIES A-2
NORTH WOMENS RESTROOM ELEVATION 12 Scale: 3/8" = 1'-0"
10" FINISH FLOOR

CEILING
(E) ± 8'-0"
5'-10"
6'-10"
6'-8"

09.06 12.08
34" MAX

02.0302.04
44" MAX
48" MAX

09.05 EAST WOMENS RESTROOM ELEVATION 13 Scale: 3/8" = 1'-0"

FINISH FLOOR

CEILING
(E) MIRROR

09.0602.02
34" MAX

02.0402.0322.07
21"
SOUTH WOMENS RESTROOM ELEVATION 18 Scale: 3/8" = 1'-0"

FINISH FLOOR

CEILING
3'-2"
EQ. EQ.

12.08 02.02

09.06 A-9

02.01 A-5
WEST WOMENS RESTROOM ELEVATION 20 Scale: 3/8" = 1'-0"

FINISH FLOOR

09.04 CEILING
8'-6"
5'-2" 3'-4"
2'-9"
EQ. EQ. EQ. EQ.

12.08 (E)WINDOW
WEST WOMENS RESTROOM STALL ELEVATION 15 Scale: 3/8" = 1'-0"

FINISH FLOOR

CEILING
A-6
A-7
33" MIN / 36" MAX
36" MIN 6"
17" - 18"
12"
MIN
24" MIN
CL A-9
A-7A-8 A-8

09.04 (E) TILE
(N) WALL TILETO MATCH (E)

12.08 02.01
15" MIN
A-5
A-5
17"-18"
NORTH WOMENS RESTROOM STALL ELEVATION 17 Scale: 3/8" = 1'-0" 12" 42" MIN
MAX
54" MIN
A-6
19" MIN TO

OPENING
33" MIN / 36" MAX A-7 A-8 FINISH FLOOR

12.08 CEILING

09.06 02.02
34" MAX

02.03 02.04

02.01 09.05
68 sq ft
D-14
D-13
60" MIN
60" MIN
60" MIN
A-402
14 17 A-402 18
A-403 13
18 15
RESTROOM ENLARGED FLOOR PLAN 16 Scale: 1/4" = 1'-0"
36" MIN
6'-7"
6'-11" 3'-5" 5'-0"
8'-0"
2'-0"
6'-0"

22.0622.0622.0522.04

MENS RESTROOMJANITORS CLOSETWOMENS RESTROOM

22.0602.0102.01
1'-6"
NOTES:GENERAL:-ALL NEW PARTITIONS ANDRESTROOM ACCESSORIESTHROUGHOUT.-EXISTING WALL AND FLOORTILE TO BE PATCHED ANDREPAIRED AS NECESSARY.

PER ELEVATION PER ELEVATION 2'-10"
MAX.

SOLID SURFACECOUNTERTOP.BASE DRAWERSADA COMPLAINT
DRAWER

DRAWERDRAWER
10"
MAX.
2'-0 1/2"
7" MAX.

OPEN SHELF
COUNTER TOP TO CONTINUEUP WALL FOR 3/4" BACKSPLASH

ADA COMPLIANT SINKPER PLUMBING SHEETS
3/4" SOLID SURFACECOUNTERTOP
DRAWERHANDLEBEYOND3/4" WALNUTLAMINATEDRAWERHANDLEBEYONDBASE CABINET BEYOND 27" MIN.
34" MAX.
9" MIN.
8" MIN.
6" MIN. 11" MIN.
1/4" LAMINATE TO

COVER BOTTOM

OF SINK
2'-0 1/2"

PER ELEVATION PER ELEVATION
PER ELEVATION 10"
MAX.
1 1
2 "
1 1
2 "
4"
OPEN SHELVES TO BESUPPORTED BY THE BACKWALL AND SIDECABINETS. SHELFSUPPORTS TO BE HIDDENFROM VIEW.

PROVIDE ACCESSPANEL FOR P-TRAPUNDER SINK, REFERTO CPC 402.

FAUCET PERPLUMBING SHEETS
PAPER TOWEL DISPENSER.OBSTRUCTED HIGH SIDEREACH RANGE INCOMPLIANCE WITHCBC 11B-308.3.2.

BUILT-IN CABINET DETAIL, TYP. 18 Scale: 1 1/2" = 1'-0" BREAK ROOM SINK SECTION DETAIL 19 Scale: 1 1/2" = 1'-0" 3 5/8" METAL STUD @ 16"
O.C.

HEADCONNECTION,SLOTTED TRACK,TYP. 1/4" GAP FILLEDWITH ACOUSTICALSEALANT, TYP.

PACK CAVITY WITHACOUSTICALINSULATIONSOUND ATTENUATIONINSULATION ABOVECEILING 4'-0" BOTH SIDESOF PARTITION

CEILING RUNNER

SUSPENDEDACOUSTIC CEILING
1/4" GAP FILLEDWITH ACOUSTICALSEALANT, TYP.ELECTRICAL DEVICEBOX. MOUNTADJOINING J-BOXESIN SEPARATE STUDCAVITIESRESILIENT SEALANTPADS BEHINDELECTRICAL DEVICEBOX1/4" GAP FILLEDWITH ACOUSTICALSEALANT, TYP. 3 1/2" ACOUSTIC BATT

INSULATION
5/8" GYPSUM WALL

BOARD, EACH SIDE
B
(E) FLOOR

FLOOR TO SLAB ABOVE
3 5/8" MLT. STUD LATERALBRACING @ 8'-0" O.C.,TYP. ATTACH TO TOP OFTRACK AND ALTERNATETHE DIRECTION OFBRACING.SOUND ATTENUATIONINSULATION ABOVECEILING 4'-0" BOTH SIDESOF PARTITION

CEILINGRUNNER
SUSPENDED ACOUSTICCEILING.3 5/8" METAL STUDACOUSTIC BATTINSULATION5/8" GYPSUM WALLBOARD, EACH SIDEFASTEN METAL RUNNERTRACK TO (E) RAISEDFLOORACOUSTICAL SEALANT(E) FLOOR A FLOOR TO 6" ABOVE CEILING

REGRESS AT GRIDLED LIGHT FIXTURE

8.88"
CEILINGTILE15/16" OR 9/16" FLATTEE MAIN RUNNERREQUIRED AT EDGEDRYWALL 4"

0.5" - 0.88" 4"

LINOLEUM PER FINISH FLOOR
PLAN
BLACK TRANSITION STRIP.

ALUMINUM OXIDE LAMINATE

WITH PVC CORE, ADA

COMPLIANT

CARPET TILES PER FINISH FLOOR
PLAN
PARTITION TYPE 16 Scale: 3" = 1'-0" PRIVACY PARTITION TYPE 17 Scale: 3" = 1'-0" LED WALL WASH PERIMETER LIGHT 20 Scale: 3" = 1'-0" FLOOR TRANSITION @ WALKWAY 15 Scale: 3" = 1'-0"
STOREFRONT WALL 6 Scale: 3" = 1'-0"

C FLOOR TO SLAB ABOVE
HEADER PER STRUCTURALDETAILS.

STOREFRONT FRAME
5/8" GYPSUM BOARDFASTEN PERMANUFACTURER'SREQUIREMENTS.

FASTEN PERMANUFACTURER'SREQUIREMENTS.

MULLION BEYOND
SOUND ATTENUATIONINSULATION ABOVECEILING 4'-0" BOTH SIDESOF PARTITION SLO City Hall TI
CITY SPECIFICATION NO.DATE:
of
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION studio 2G Architects, LLP
AS

AS NOTED
SHEET NO. XXX XXX
A-501

DETAILS

DETAILS
AMHG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12 50% DDDATE ISSUE

SUBMITTALS & REVISIONS
PROJECT TITLE:

SHEET TITLE:
2024 APR 08 90% CD2024 JUN 25 PLAN CHECK #12024 SEP 10 PLAN CHECK #22025 JAN 21 BIDDING SET