HomeMy WebLinkAboutItem 5f. Authorization to Advertise City Hall Finance and IT Office Tenant Improvement Project (Spec. 2000114-02) 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 .
Page 149 of 603
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 mid-
April 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.
Page 150 of 603
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
Page 151 of 603
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)
Page 152 of 603
TITLE SHEETS
GENERAL NOTES
GENERAL NOTES CONT.
CAL GREEN
CAL GREEN
CAL GREEN
ACCESSIBLE ROUTE NOTES
ACCESSIBLE ROUTE PLAN
FIRST FLOOR CODE PLAN
SECOND FLOOR CODE PLAN
PLUMBING CALCULATION
EGRESS PLAN NOTES
FIRST FLOOR EGRESS PLAN
SIGNAGE PLAN DETAILS
FIRST FLOOR DEMOLITION PLAN
FIRST FLOOR REFLECTED CEILING DEMOLITION PLAN
EXISTING FLOOR AND FURNITURE PLAN
FIRST FLOOR DIMENSIONAL PLAN
FINISH PLAN
FURNITURE AND SIGNAGE PLAN
FIRST FLOOR REFLECTED CEILING PLAN
INTERIOR ELEVATIONS
INTERIOR ELEVATIONS
ACCESSIBLE RESTROOM NOTES
ACCESSIBLE RESTROOM PLAN
ACCESSIBLE RESTROOM PLAN
DETAILS
DOOR SCHEDULE
WINDOW SCHEDULE
LEGENDS
GENERAL NOTES I
FIRST FLOOR / FOUNDATION PLAN
LIGHT GAUGE STEEL DETAILS I
LIGHT GAUGE STEEL DETAILS II
LIGHT GAUGE STEEL DETAILS III
MECHANICAL & PLUMBING NOTES, LEGEND, & ABBREVIATIONS
MECHANICAL & PLUMBING SCHEDULES & DETAILS
MECHANICAL & PLUMBING SCHEDULES & DETAILS
MECHANICAL & PLUMBING EXISTING ZONE PLAN
MECHANICAL & PLUMBING DEMOLITION PLAN
MECHANICAL & PLUMBING ZONE PLAN
MECHANICAL & PLUMBING FLOOR PLAN
NOTES, SYMBOLS, SCHEDULES & DETAILS
INDOOR LIGHTING COMPLIANCE FORMS
FIRST FLOOR POWER PLAN
FIRST FLOOR LIGHTING PLAN
FIRE SPRINKLER LEGEND (FOR REFERENCE ONLY)
FIRE SPRINKLER PLAN (FOR REFERENCE ONLY)
48
G-001
G-011
G-012
G-061
G-062
G-063
G-131
G-133
G-134
G-135
G-136
G-140
G-141
G-142
AD101
AD111
A-100
A-101
A-113
A-115
A-121
A-211
A-212
A-401
A-402
A-403
A-501
A-601
A-602
S-000
S-001
S-200
S-501
S-502
S-503
MP-000
MP-200
MP-201
MP-300
MP-310
MP-400
MP-410
E-100
E-101
E-110
E-121
FP-1.0
FP-2.0
TOTAL
03-31-2025
N
A/C Air Conditioning (N)New
A.F.F.Above Finish Floor N.G.Natural Grade
ALT.Alternate N.I.C.Not In Contract
AMT.Amount NTS Not To Scale
APPROX.Approximate O
AVG.Average O/Board
O.C.On Center
BD.Board O.D.Outside Diameter
BTWN.Between OPNG.Opening
BLDG.Building ORIG.Original
BLK. / BLKG.Block / Blocking OZ.Ounce
P
C.F.M.Cubic Feet Per Minute PERP.Perpendicular
CHG.Change PL.Plate
C.I.Cast Iron P. LAM.Plastic Laminate
CLR.Clear/clearance PLY. WD.Plywood
CLG.Ceiling PR.Pair
Centerline PROJ.Project
C.M.U.Concrete Masonry Unit P.S.F.Pounds Per Square Foot
COL.Column P.S.I.Pounds Per Square Inch
CONC.Concrete PVMT.Pavement
CONSTR Construction P.T.D.F.Pressure Treated Doug Fir
C.O.T.G.Clean Out To Grade Q
CTR.Center QT.Quart
CU. FT.Cubic Foot QTY.Quantity
CU. IN.Cubic Inch R
CU. YD.Cubic Yard R.Riser
RAD.Radius
DBL.Double RD.Road
DEG.Degree REF. Refrigerator
DEPT.Department REINF.Reinforment
DIAG.Diagonal REQ.Required
DIA.Diameter RM.Room
DIM.Dimension R.O.Rough Opening
DIV.Division R.T.S.Refer To Structural
D.S.Downspout S
DW.Dumbwaiter / Downspout SCHED.Schedule
S.C.Solid Core
(E)Existing SECT.Section
EA.Each SHWR.Shower
ELEC.Electric SHT.Sheet
ELEV.Elevation / Elevator SIM.Similar
ENCL.Enclosure SPEC(S). Specification(s)
EQ.Equal SQ.Square
EQUIP.Equipment SQ. FT.Square Feet
EXIST.Existing S.S.Stainless Steel
EXT.Exterior ST.Street
STD.Standard
F.D Floor Drain STL.Steel
F.G Finish Grade STOR.Storage
F.H.Fire Hydrant STRUCT.Structure
FIN.Finish SYM.Symbol
FLR.Floor T
FLUOR.Fluorescent T.Tread
F.O.C.Face Of Concrete T.O.C Top Of Concrete/curb
F.O.F.Face Of Finish TO.C.B.Top Of Catch Basin
F.O.M.Face Of Masonry TEL.Telephone
F.O.S.Face Of Stud TEMO.Temperature
FS.Finish Surface T&G Tongue And Groove
FT.Foot THK.Thick
FTG.Footing TOIL.Toilet
T.O.P.Top Of Pavement
GA.Gauge T.O.S.Top Of Slab
GAL.Gallon T.O.W.Top Of Wall
GALV.Galvanized TV Television
GYP.Gypsum TYP.Typical
U
H.B.Hose Bibb UNFIN.Unfinished
HDR.Header U.N.O.Unless Noted Otherwise
HRDW.Hardware UR.Urinal
HORIZ.Horizontal V
HP.Horse Power V.Vent
HT.Height V.C.T.Vinyl Composition Tile
VENT.Ventilate, Ventilating
I.D.Inside Diameter VERT.Vertical
IN.Inch V.T.R.Vent Thru Roof
INFO.Information W
INSUL.Insulation W.C.Water Closet
INT.Interior WD.Wood
W.H.Water Heater
JAN.Janitor W.I.Wrought Iron
JCT.Junction W.R.B.Weather Resistant Barrier
JT.Joint WOM.Women
W.P.Waterproofing
KIT.Kitchen WSCT.Wainscot
W/With
LAV.Lavatory W/O Without
LB,Pound
L.F.Lineal Foot
LIN.Linear ACRONYMS
LT.Light A.N.S.I.American National
LT.WT.Light Weight Standards Institute
A.S.T.M.American Society For
MAX.Maximum Testing And Materials
M.B.Machine Bolt C.B.C.California Building Code
M.C.Medicine Cabinet I.C.B.O.International Conference
MECH.Mechanical Of Building Officials
MED.Medium N.F.P.A.National Fire Protection
MEZZ,Mezzanine Assocation
MFR. / MFGR.Manufacturer O.S.H.P.D.Occupational Safety
MIN.Minimum And Health Act
MISC.Miscellaneous U.F.C.Uniform Fire Code
MTL.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, LLP
Architect: Heidi Gibson,
AIA
811 Palm St.
San Luis Obispo, CA
93401
P: 805.594.0771XEXT111
F : 805.540.5137
City of San Luis Obispo
Administration/IT
Rebecca Cox
990 Palm Street
San Luis Obispo, CA
93401
E: rcox@slocity.org
FTF Engineering
38 Mason Street
San Francisco, CA
94102
P: 401.931.8460
F: 415.931.8461
BMA Mechanical
Stefan Owechko
689 Tank Farm Road
San Luis Obispo, CA
93401
P: 805.544.4269
JMPE
John Maloney
627 Olive St,
Santa Barbara, CA 93101
P: 805.569.9216
PFC Design
Ken Gould
1375 East Grand Ave,
Suite #103118
Arroyo Grande, CA 93420
P: 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 17
NFPA - 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 Street
002-321-004
41,834 SF
USE:
OCCUPANCY:
CONSTRUCTION TYPE:
EXISTING STORIES:
PROPOSED STORIES:
PF-H, PUBLIC FACILITY, HISTORICAL
PRESERVATION DISTRICT
B, A-3
III-B, SPRINKLERED
2
2, NO NEW STORIES PROPOSED
FIRST FLOOR
SECOND FLOOR
TOTAL (E) CONDITIONED
10,840 SF
11,784 SF
22,624 SF
22,624 SF
7,753 SF
0 SF
7,753 SF
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Contractor shall submit a construction waste management plan in
conformance 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 Street
San Luis Obispo, CA 93401
805.781.7180
1042 Walnut Street
San Luis Obispo, CA 93401
805.781.7317
919 Palm Street
San Luis Obispo, CA 93401
805.781.7170
2160 Santa Barbara Ave.
San Luis Obispo, CA 93401
805.781.7377
919 Palm Street
San Luis Obispo, CA 93401
805.781.7294
Service Center
800.310.2355 (Residential)
800.750.2355 (Business)
2240 Emily Street
San Luis Obispo, CA 93401
800.427.2200
879 Morro Street
San Luis Obispo, CA 93401
805.781.7237
406 Higuera Street
San Luis Obispo, CA 93401
805.546.5380
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 Number
Indicates 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
- Refer To Sheet A-601D-#
- Refer To Sheet
A-602
W-#
FIRST FLOOR
SECOND FLOOR
TOTAL REMODELED CONDITIONED
7,753 SF
0 SF
7,753 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 Sprinklers
Fire 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
Page 153 of 603
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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% DD
DATE ISSUE
SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.
DATE:
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DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AM
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AS NOTED
JUNE 25 2024
2000114-02
XXXSHEET NO.XXX
GENERAL NOTES
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2024 APR 08 90% CD
03-31-2025
2024 JUN 25 PLAN CHECK #1
2024 SEP 10 PLAN CHECK #2
BIDDING SET2025 JAN 21
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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 Codes
All 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-24
Requirements. 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.
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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 COATINGS
Architectural paints and coatings shall comply with VOC limits in Table 1 of the
ARB Architectural Coatings Suggested Control Measure, as shown in Table
5.504.4.3, unless more stringent local limits apply. The VOC content limit for
coatings that do not meet the definitions for the specialty coatings categories
listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat,
Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in
Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board
Suggested Control Measure, and the corresponding Flat, Nonflat or
Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 AEROSOL PAINTS AND COATINGS:
Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section
94522(a)(3) and other requirements, including prohibitions on use of certain
toxic compounds and ozone depleting substances, in Sections 94522(c)(2)
and (d)(2) of California Code of Regulations, Title 17, commencing with
Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality
Management District additionally comply with the percent VOC by weight of
product limits of Regulation 8 Rule 49.
5.504.4.3.2 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 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 PRODUCTS
Hardwood 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 5.504.4.5
5.504.4.6 RESILIENT FLOORING SYSTEMS
Where resilient flooring is installed, at least 80 percent of floor area receiving
resilient flooring shall meet the requirements of the California Department of
Public Health, "Standard Method for the Testing and Evaluation of Volatile
Organic Chemical Emissions from Indoor Sources Using Environmental
Chambers," Version 1.2, January 2017 (Emission testing method for California
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 50
Nonflat Coatings 100
Nonflat High Gloss Coatings 150
Specialty Coatings
Aluminum Roof Coatings 400
Basement Specialty Coatings 400
Bituminous Roof Coatings 50
Bituminous Roof Primers 350
Bond Breakers 350
Concrete Curing Compounds 350
Concrete/Masonry Sealers 100
Driveway Sealers 50
Dry Fog Coatings 150
Faux Finish Coatings 350
Fire Resistive Coatings 350
Floor Coatings 100
Form-Release Compounds 250
Graphic Arts Coatings (Sign Paints)500
High Temperature Coatings 420
Industrial Maintenance Coatings 250
Low Solids Coatings 120
Magnesite Cement Coatings 450
Mastic Texture Coatings 100
Metallic Pigmented Coatings 500
Multicolor Coatings 250
Pre-treatment Wash Primers 420
Primers, Sealers, And Undercoaters 100
Reactive Penetrating Sealers 350
Recycled Coatings 250
Roof Coatings 50
Rust Preventative Coatings 250
Shellacs
Clear 730
Opaque 550
Specialty Primers, Sealers, And Undercoaters 100
Stains 250
Stone Consolidants 450
Swimming Pool Coatings 340
Traffic Marking Coatings 100
Tub & Tile Refinish Coatings 420
Waterproofing Membranes 250
Wood Coatings 275
Wood Preservatives 350
Zinc-rich Primers 340
Product Current Limit
Hardwood Plywood Veneer Core 0.05
Hardwood Plywood Composite Core 0.05
Particle Board 0.09
Medium Density Fiber Board 0.11
Thin Medium Density Fiberboard 0.13
Sealants Current VOC Limit
Architectural 250
Marine Deck 760
Nonmembrane Roof 300
Roadway 250
Signle-ply Roof Membrane 450
Other 420
Sealant Primer
Architectural
Non Porous 250
Porous 775
Modified Bituminous 500
Marine Deck 760
Other 750
ARCHITECTUAL APPLICATIONS VOC LIMIT (g/L less water)
Indoor Carpet Adhesives 50
Carpet Pad Adhesives 50
Outdoor Carpet Adhesives 150
Wood Flooring Adhesives 100
Rubber Floor Adhesives 60
Subfloor Adhesives 50
Ceramic Tile Adhesives 65
Vct And Ashpalt Tile Adhesives 50
Drywall & Panel Adhesives 50
Cove Base Adhesives 50
Multipurpose Construction Adhesives 70
Structural Glazing Adhesives 100
Single-ply Roof Membrane 250
Other Adhesives Not Specifically Listed 50
SPECIALTY APPLICATIONS
Pvc Welding 510
Cpvc Welding 490
Abs Welding 325
Plastic Cement Welding 250
Adhesive Primer For Plastic 550
Contact Adhesive 80
Special Purpose Contact Adhesive 250
Structural Wood Member Adhesive 140
Top And Trim Adhesive 250
SUBSTRATE SPECIFIC APPLICATIONS
80 30
Plastic Foams 50
Porous Material (except Wood)50
Wood 30
Fiberglass 80
California Green Code 2022
California Green Code 2022
California Green Code 2022
California Green Code 2022
MAXIMUM FIXTURE FLOW RATE AT ≥ 20% REDUCTION
SHOWERHEADS 1.8 gpm @ 80 psi
MULTIPLE SHOWER HEADS Single valve not to exceed 1.8 gpm @ 80 psi
LAVATORY 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
Page 154 of 603
2024 FEB 12 50% DD
DATE ISSUE
SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.
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SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
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JUNE 25 2024
2000114-02
XXXSHEET NO.XXX
GENERAL NOTES
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2024 APR 08 90% CD
03-31-2025
2024 JUN 25 PLAN CHECK #1
2024 SEP 10 PLAN CHECK #2
BIDDING SET2025 JAN 21
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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 Fan
For 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 Fans
Each 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 7.1
04. Local Exhaust Fan
All 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 the
occupant. 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.
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Plumbing fixtures (water closets and urinals) and fittings (faucets and
showerheads) shall comply 2022 CPC Chapter 4:
4.411 - WATER CLOSETS
4.411.2 - 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 - URINALS
4.412.1.1 - 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 - LAVATORIES
4.407.2.1 - 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 FITTINGS
4.417.1.1 - 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.
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2022 CBC 714.1.1 - DUCTS AND AIR TRANSFER OPENINGS
Penetrations 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 PENETRATIONS
Through 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 rating
2. 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 ASSEMBLIES
Through 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 SYSTEM
Through 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 PENETRATIONS
Membrane 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 718.2.1
1.4 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 pads
2.4 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 MATERIALS
Noncombustible 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 MATERIALS
Fireblocking 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 FIBERGLASS
Unfaced 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 SPACES
Fireblocking 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.
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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. Permits
presuming 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.
Page 155 of 603
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 ACRE
OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a
larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction
activities through one or more of the following measures:
5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control
ordinance.
5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by
implementing an effective combination of erosion and sediment control and good housekeeping BMPs.
1. Soil loss BMPs that should be considered for implementation as appropriate for each project include,
but are not limited to, the following:
a. Scheduling construction activity during dry weather, when possible.
b. Preservation of natural features, vegetation, soil, and buffers around surface waters.
c. Drainage swales or lined ditches to control stormwater flow.
d. Mulching or hydroseeding to stabilize disturbed soils.
e. Erosion control to protect slopes.
f. Protection of storm drain inlets (gravel bags or catch basin inserts).
g. Perimeter sediment control (perimeter silt fence, fiber rolls).
h. Sediment trap or sediment basin to retain sediment on site.
i. Stabilized construction exits.
j. Wind erosion control.
k. Other soil loss BMPs acceptable to the enforcing agency.
2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges
and wastes that should be considered for implementation as appropriate for each project include, but
are not limited to, the following:
a. Dewatering activities.
b. Material handling and waste management.
c. Building materials stockpile management.
d. Management of washout areas (concrete, paints, stucco, etc.).
e. Control of vehicle/equipment fueling to contractor's staging area.
f. Vehicle and equipment cleaning performed off site.
g Spill prevention and control.
h. Other housekeeping BMPs acceptable to the enforcing agency.
DIVISION 5.2 ENERGY EFFICIENCY
SECTION 5.201 GENERAL
5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency
standards in this code, the California Energy Commission will continue to adopt mandatory building standards.
DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION
SECTION 5.301 GENERAL
5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors
and in wastewater conveyance.
SECTION 5.302 DEFINITIONS
5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference)
EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to
reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on
the amount of water that needs to be applied to the landscape.
FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade,
not including exterior areas such as stairs, covered walkways, patios and decks.
METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The
volume or cycle duration can be fixed or adjustable.
GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that
has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy
bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or
operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom
washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or
dishwashers.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape
design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed
landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and
climatological parameters.
MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance
(California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and
maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least
as effective as the MWELO.
POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking
Water Standards. See definition in the California Plumbing Code, Part 5.
POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic purposes, and meets the
U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority
Having Jurisdiction.
RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a
controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water
treated to remove waste matter attaining a quality that is suitable to use the water again.
SUBMETER. [HCD 1] A secondary device beyond a meter that measures water consumption of an individual rental
unit within a multiunit residential structure or mixed-use residential and commercial structure. (See Civic Code Section
1954.202 (g) and Water code Section 517 for additional details.)
WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied
water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape
Ordinance (MWELO).
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 EV
capable space, with delivery of 30-ampere minimum to an installed EVSE at each EVCS.
3. The electrical system and any on-site distribution transformers shall have sufficient capacity
to supply full rated amperage at each EV capable space.
4. The service panel or subpanel circuit directory shall identify the reserved overcurrent
protective devices space(s) as "EV CAPABLE". The raceway termination location shall be
permanently and visibly marked as "EV CAPABLE."
Note: A parking space served by electric vehicle supply equipment or designed as a future EV
charging space shall count as at least one standard automobile parking space only for the purpose of
complying with any applicable minimum parking space requirements established by an enforcement
agency. See vehicle Code Section 22511.2 for further details.
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
NNew
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 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions
of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square
feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within
the authority of California Building Standards Commission). Code sections relevant to additions and
alterations shall only apply to the portions of the building being added or altered within the scope of the
permitted work.
A code section will be designated by a banner to indicate where the code section only applies to newly
constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no
banner will be used.
301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only:
Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section
1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving
plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions,
types of commercial real property affected, effective dates, circumstances necessitating
replacement of noncompliant plumbing fixtures, and duties and responsibilities for
ensuring compliance.
301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and
alterations whenever a permit is required for work.
301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC)
301.5 HEALTH FACILITIES. (see GBSC)
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
SECTION 303 PHASED PROJECTS
303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements,
only those code measures relevant to the building components and systems considered to be new
construction (or newly constructed) shall apply.
303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in
Section 301.3 non-residential additions and alterations.
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 implementation
of Section 5.106.5.3, may adversely impact the construction cost of the project.
When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California
Electrical Code and as follows:
5.106.5.4.1 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 be
installed at the time of construction in accordance with the California Electrical Code. Construction plans and
specifications shall include but are not limited to, the following:
1. The transformer, main service equipment and subpanel shall meet the minimum power
requirement in Table 5.106.5.4.1 to accommodate the dedicated branch circuits for the future
installation 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 6
151-200 35 9
201 AND OVER 20% of total¹25% 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
LIGHTING
ZONE LZ2
LIGHTING
ZONE LZ3
LIGHTING
ZONE LZ4
MAXIMUM ALLOWABLE
BACKLIGHT RATING 3
Luminaire greater than 2
mounting heights (MH) from
property line
N/A No Limit No Limit No Limit No Limit
Luminaire back hemisphere is
1-2 MH from property line N/A B2 B3 B4 B4
Luminaire back hemisphere is
0.5-1 MH from property line N/A B1 B2 B3 B3
Luminaire back hemisphere is
less than 0.5 MH from property
line
N/A B0 B0 B1 B2
MAXIMUM ALLOWABLE
UPLIGHT RATING (U)
For area lighting 3 N/A U0 U0 U0 U0
For all other outdoor
lighting,including decorative
luminaires
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 NPDES
permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration
through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures.
Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural
practices and be approved by the enforcing agency.
Refer to the current applicable permits on the State Water Resources Control Board website at:
www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures
should be given during the initial design process for appropriate integration into site development.
N/A YN/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.
YN/A YN/A
Y = YESN/A = NOT APPLICABLE
RESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER, OWNER, CONTRACTOR, INSPECTOR ETC.)
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
20
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 in
lieu of shade tree planting.
5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to
provide shade of 20% of the landscape area within 15 years.
Exceptions: Playfields for organized sport activity are not included in the total area calculation.
5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to
provide shade over 20 percent of the hardscape area within 15 years.
Exceptions:
1. Walks, hardscape areas covered by solar photovoltaic shade structures or shade structures with roofing
materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu
of shade tree planting.
2. Designated and marked play areas of organized sport activity are not included in the total area calculation.
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% DD
DATE ISSUE
SUBMITTALS & REVISIONS
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studio 2G Architects, LLP
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2024 SEP 10
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5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the following:
5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-Type toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of
two reduced flushes and one full flush.
5.303.3.2 Urinals.
5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed
0.125 gallons per flush.
5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall
not exceed 0.5 gallons per flush.
5.303.3.3 Showerheads. [BSC-CG]
5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a
single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to
allow only one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
SECTION 5.401 GENERAL
5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource
efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of
techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting.
SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND
RECYCLING
5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the
non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or
meet a local construction and demolition waste management ordinance, whichever is more stringent.
5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and
demolition waste management ordinance, submit a construction waste management plan that:
1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient
usage, recycling, reuse on the project or salvage for future use or sale.
2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or
bulk mixed (single stream).
3. Identifies diversion facilities where construction and demolition waste material collected will be taken.
4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated
byweight or volume, but not by both.
5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable
documentation that the percentage of construction and demolition waste material diverted from the landfill
complies with this section.
Note: The owner or contractor shall make the determination if the construction and demolition waste material
will be diverted by a waste management company.
Exceptions to Sections 5.408.1.1 and 5.408.1.2:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle
facilities capable of compliance with this item do not exist.
3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities
and markets.
5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does
not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement
as approved by the enforcing agency.
5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as
necessary and shall be accessible during construction for examination by the enforcing agency.
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)"
located www.dgs.ca.gov/BSC/Resources/Page-Content/Building-Standards-Commission-
Resources-List-Folder/CALGreen may be used to assist in documenting compliance with the waste
management plan.
2. Mixed construction and demolition debris processors can be located at the California Department of
Resources Recycling and Recovery (CalRecycle).
5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping
provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste
items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited
Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste
materials shall be included in the construction documents.
Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/universalwaste/
5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated
vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such
material may be stockpiled on site until the storage site is developed.
Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation.
Notes:
1. If contamination by disease or pest infestation is suspected, contact the County Agricultural
Commissioner and follow its direction for recycling or disposal of the material.
2. For a map of know pest and/or disease quarantine zones, consult with the California Department of
Food and Agriculture. (www.cdfa.ca.gov)
DIVISION 5.5 ENVIRONMENTAL QUALITY
SECTION 5.501 GENERAL
5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that
are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors.
SECTION 5.502 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 motor
that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current.
Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code,
off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground
support equipment, tractors, boats, and the like, are not included.
ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles.
ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and
equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices,
power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring
and the electric vehicle.
ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as
the fluctuating noise level integrated over the time of period of interest.
EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may
not be divided or have grade separations at intersections.
FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections.
GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse
gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference
compound with a GWP of one.
GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the
Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or
its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of
Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14.
HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a
hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a
GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of
Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009).
LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.5 times the pipe diameter.
LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than
150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82,
sec.82.3 (as amended March 10, 2009).
MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999.
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundreths of a gram (g O3/g ROC).
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
PSIG. Pounds per square inch, guage.
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
SCHRADER ACCESS VALVES. Access fittings with a valve core installed.
SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction,
with a radius 1.0 times the pipe diameter.
SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet
or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected
to remote compressor units or condensing units.
VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with
vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a)
.
Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition
included in that specific regulation is the one that prevails for the specific measure in question.
SECTION 5.503 FIREPLACES
5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed
woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6,
Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances.
5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance
Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified
to meet the emission limits.
SECTION 5.504 POLLUTANT CONTROL
5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if
necessary to condition the building or areas of addition or alteration within the required temperature range for
material and equipment installation. If the HVAC system is used during construction, use return air filters with a
Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of
30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is
occupied during alteration, at the conclusion of construction.
5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of
rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation
equipment, all duct and other related air distribution component openings shall be covered with tape, plastic,
sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which
may enter the system.
5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and
requirements of the building appropriate to its phase shall be documented before the design phase of the
project begins. This documentation shall include the following:
1. Environmental and sustainability goals.
2. Building sustainable goals.
3. Indoor environmental quality requirements.
4. Project program, including facility functions and hours of operation, and need for after hours
operation.
5. Equipment and systems expectations.
6. Building occupant and operation and maintenance (O&M) personnel expectations.
5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets
the OPR shall be completed at the design phase of the building project. The Basis of Design document shall
cover the following systems:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse system.
5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to
document how the project will be commissioned. The commissioning plan shall include the following:
1. General project information.
2. Commissioning goals.
3. Systems to be commissioned. Plans to test systems and components shall include:
a. An explanation of the original design intent.
b. Equipment and systems to be tested, including the extent of tests.
c. Functions to be tested.
d. Conditions under which the test shall be performed.
e. Measurable criteria for acceptable performance.
4. Commissioning team information.
5. Commissioning process activities, schedules and responsibilities. Plans for the completion of
commissioning shall be included.
5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct
installation and operation of each component, system and system-to-system interface in accordance with the
approved plans and specifications. Functional performance testing reports shall contain information addressing
each of the building components tested, the testing methods utilized, and include any readings and adjustments
made.
5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the
design and construction phases of the building project shall be completed and provided to the owner or
representative.
5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of
systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or
alteration subject to Section 303.1.
5.410.4.2 (Reserved)
Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including
heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well
as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning
requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific
systems.
5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be
included for testing and adjusting shall include at a minimum, as applicable to the project:
1. Renewable energy systems.
2. Landscape irrigation systems.
3. Water reuse systems.
5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's
specifications and applicable standards on each system.
5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning
system serving a building or space is operated for normal use, the system shall be balanced in
accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National
Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance
Council National Standards or as approved by the enforcing agency.
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 Sections
503.1.1 and 503.1.2.
5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows:
1. For each individual leased, rented or other tenant space within the building projected to consume
more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners,
restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop.
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.
YN/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.
YN/A YN/A YN/ARESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
20
NO Y = YESN/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
2024 FEB 12
50% DD
DATE ISSUE
SUBMITTALS & REVISIONS
CITY SPECIFICATION NO.
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2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
Page 157 of 603
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more
stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty
coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat
or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007
California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or
Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply.
5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for
ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the
Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product
limits of Regulation 8 Rule 49.
5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the
requirements of the 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 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVES 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT SPECIFICALLY LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE
WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF
TABLE 5.504.4.2 - SEALANT VOC LIMIT
Less Water and Less Exempt Compounds in Grams per Liter
SEALANTS CURRENT VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NONPOROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC
CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT
DISTRICT RULE 1168.
TABLE 5.504.4.3 - 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 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH-TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS:
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN
THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD,
ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE
FROM THE AIR RESOURCES BOARD.
TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR
TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR
ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM).
5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the
provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that
utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or
condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential
(high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the
replacement of existing refrigeration systems in existing facilities.
Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP
value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants
that include ammonia, carbon dioxide (CO2), and potentially other refrigerants.
5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be
accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside
diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in
refrigerant systems except as noted below.
5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack.
5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a
refrigerant charge of 5 pounds or less.
5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to
keep vibration levels below 8 mils.
5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure
controls, valve pilot lines and oil.
Exception: Single-flared tubing connections may be used with a multiring seal coated with
industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's
recommendations.
5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of
long radius elbows.
5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as
follows.
5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall
be installed between the outlet of the vessel and the inlet of the pressure relief valve.
5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall
be installed in the space between the rupture disc and the relief valve inlet to indicate a disc
rupture or discharge of the relief valve.
5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are
permitted for use.
5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps
shall be brass or steel and not plastic.
5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place.
5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves
designed to have seal caps.
Exception: Valves with seal caps that are not removed from the valve during stem
operation.
5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and
salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent
corrosion from these substances.
5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to
maximize energy efficiency.
5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted
with a device tha indicates the level of refrigerant in the receiver.
5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and
charging.
5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and
appropriate tracer gas to bring system pressure up to 300 psig minimum.
5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same
gauge.
5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more
than a +/- one pound pressure change from 300 psig, measured with the same gauge.
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 or
special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate
section 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 than
once 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 in
Section 5.507.4.1 or 5.507.4.2.
Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior
noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking
structures and utility buildings.
Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all
subsections apply only to new construction.
5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to
the noise source making up the building or addition envelope or altered envelope shall meet a composite STC
rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of
40 or OITC of 30 in the following locations:
1. Within the 65 CNEL noise contour of an airport.
Exceptions:
1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible
Land Use Zone (AICUZ) plan.
2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed
shall be determined by the local general plan noise element.
2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or
fixed-guideway source as determined by the Noise Element of the General Plan.
5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a
noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration
exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of
at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30).
5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and
roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered
envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does
not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation.
5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as
appropriate to the building, addition or alteration project to mitigate sound migration to the interior.
5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior
soundlevels shall be prepared by personnel approved by the architect or engineer of record.
5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant
spaces and public places shall have an STC of at least 40.
Note: Examples of assemblies and their various STC ratings may be found at the California Office of
Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf.
SECTION 5.508 OUTDOOR AIR 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 not
contain 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,"Standard
Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using
Environmental Chambers," Version 1.2, January 2017 (Emission testing method for California Specifications
01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx#material
5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring
materials meet the pollutant emission limits.
5.504.4.7 Thermal insulation
Comply with the requirements of the California Department of Public Health, "Standard Method of the Testing
and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,
"Version 1.2, January 1.2, January 2017 (Emission testing method for California Specification 01350).
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/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.
YN/A YN/A YN/A YN/A
2
N
RESPON.PARTY RESPON.PARTY RESPON.PARTY RESPON.PARTY
Y = YES
N/A = NOT APPLICABLERESPON. PARTY = RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
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ACCESSIBLITY NOTES
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BIDDING SET2025 JAN 21
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
2022 CBC 11B-404.2 - Manual doors and doorways and manual gates
intended for user passage shall comply with 2022 CBC Section 11B-404.2.
2022 CBC 11B-404.2.1 - Revolving doors, revolving gates, and turnstiles shall
notbepartofaccessibleroute.
2022 CBC 11B-404.2.2 - At least one of the active leaves of doorways with two
leaves 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 between
the face of the door and the stop, with the door open 90 degrees. Openings
more than 24" deep shall provide a clear opening of 36" min. There shall be
no projections into the required clear opening with lower than 34" above the
finish 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 gates
shall comply with Section 11B-404.2.4. Maneuvering clearances shall extend
the full width of the doorway and the required latch side or hinge side
clearance.
1. Swinging doors and gates shall have maneuvering clearances complying
with Table 11B-404.2.4.1.
2. Doorways less than 36" wide without doors or gates, sliding doors, or folding
doors shall have maneuvering clearances complying with Table 11B-404.2.4.2.
3. Maneuvering clearances for forward approach shall be provided when
any 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 the
face of the door, measured perpendicular to the face of the door or gate.
4. Floor or ground surface within required maneuvering clearances shall
comply with Section 11B-302. Changes in level, slopes exceeding 1:48, and
detectable warnings shall not be permitted.
2022 CBC 11B-404.2.5 - Thresholds, if provided at doorways, shall be 1/2" high
max. Raised thresholds and changes in level at doorways shall comply with
Sections 11B-302 and 11B-303.
2022 CBC 11B-404.2.6 - The distance between two hindged or pivoted doors
in series and gates in series shall be 48" min. plus the width of doors or gates
swinging into the space.
2022 CBC 11B-404.2.7 - Handles, pulls, latches, locks, and other operable parts
on doors and gates shall be operable with one hand and shall not require
tight grasping, pinching, or twisting of the wrist. Operable parts of such
hardware 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 be
exposed and usable from both sides.
2022 CBC 11B-404.2.8 - Door and gate closing speed shall comply with
Section 11B-404.2.8.
1. Door closers and gate closers shall be adjusted so that from an open
position of 90 degrees, the time required to move the door to a position of 12
degrees from the latch is 5 seconds min.
2. Door and gate spring hinges shall be adjusted so that from the open
position of 70 degrees, the door or gate shall move to the closed position in
1.5 seconds min.
2022 CBC 11B-404.2.9 - The force for pushing or pulling open a door or gate
shall be 5lbs max. When fire door is required, the maximum effort to operate
the door may not exceed 15lbs. This force does not apply to the force
required to retract latch bolts or disengage other devices that hold the door
or gate in a closed position.
2022 CBC 11B-404.2.10 - Swinging door and gate surfaces within 10" of the
finish floor or ground measured vertically shall have a smooth surface on the
push side extending the full width of the door or gate. Parts creating
horizontal or vertical joints in these surfaces shall be within 1/16" of thesame
plane as the other and be free or abrasive edges. Cavities created by added
kick plate shall ber capped.
1.
2.
3.
4.
5.
2022 CBC 11B-303.1 - Where changes in level are permitted in floor or ground
surfaces, they shall comply with 2022 CBC Section 11B-303. Exceptions:
1. Animal containment areas shall not be required to comply with Section
11B-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 be
permitted to be vertical and without edge treatment.
2022 CBC 11B-303.3 - Changes in level between 1/4" high min and 1/2" high
max 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 be
ramped, and shall comply with Section 11B-405 or 11B-406.
2022 CBC 11B-303.5 - Abrupt changes in level exceeding 4" in a vertical
dimension between walks, sidewalks, or other pedestrain ways and adjacent
surfaces or features shall be identified by warning curbs at least 6" in height
above the walk or side-walk surface. Excptions:
1. A warning curb is not required between a walk or sidewalk and an
adjacent street or driveway.
2. A warning curb is not required when a guard or handrail is provided with a
guide rail centered 2 inches (51 mm) minimum and 4 inches (102 mm)
maximum above the surface of the walk or sidewalk.
FRONT APPROACH3, 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 LEVEL16Graphic sourced from 2022 CBC
LATCH SIDE APPROACH4 HINGESIDEAPPROACH5per 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 REACH9UNOBSTRUCTED FORWARD REACH8 UNOBSTRUCTED SIDE REACH10
OBSTRUCTED HIGH SIDE REACH15
1.
2.
3.
2022 CBC 11B-308.1 - Reach ranges shall comply with 2022 CBC Section
11B-308.
1. Controls and switches intended to be used by the occupant of a room or
area to control lighting and receptacle outlets, appliances or cooling,
heating and ventilating equipment, shall comply with Section 11B-308 except
the low reach shall be measured to the bottom of the outlet box and the high
reach shall be measured to the top of the outlet box.
2. Electrical receptable outlets on branch curcits of 30 amperes or less and
communication system receptacles shall comply with Section 11B-308 except
the low reach shall be measured to the bottom of the outlet box and the high
reach shall be measured to the top of the outlet box.
2022 CBC 11B-308.2 - Forward Reach
1. 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 or
ground.
2. Where a high forward reach is over an obstruction, the clear floor space
shall extend beneath the element for a distance not less than the required
reach 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". the
high forward reach shall be 44" max. and the reach depth shall be 25" max.
2022 CBC 11B-308.3 - Side Reach
1. Where a clear floor or ground space allows a parallel approach to an
element 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 space
and the element where the depth of the obstruction is 10" max.
Operable parts of fuel dispensers shall be permitted to be 54" max. measured
from the surface of the vehicular way where fuel dispensers are installed on
existing curb.
2. Where a clear floor or ground space allows a parallel approach to an
element and the high side reach is over an obstruction, the height of the
obstruction 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. for
a 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 are
installed on existing curbs.
1.
2.
2022 CBC 11B-205.1 - Operable parts on accessible elements, accessible
routes, and in accessible rooms and spaces shall comply with Section
11B-309.
Exceptions:
1. Operable parts that are intended for use only by service or maintenance
personnel shall not be required to comply with Section 11B-309.
2. Electrical or communication receptacles serving a dedicated use shall not
be required to comply with Section 11B-309.
3. Floor electrical receptacles shall not be required to comply with Section
11B-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 single
element, one control in each space shall not be required to comply with
Section 11B-309.
6. Cleats and other boat securement devices shall not be required to comply
with Section 11B-309.3.
7. Exercise machines and exercise equipment shall not be required to comply
with Section 11B-309.
2022 CBC 11B-309 - Operable Parts
1. Operable parts shall comply with Section 11B-309.
2. A clear floor or ground space complying with Section 11B-305 shall be
provided.
3. Operable parts shall be placed within one or more of the reach ranges
specified in Section 11B-308.
4. Operable parts shall be operable with one hand and shall not require tight
grasping, pinching, or twisting of the wrist. The force required to activate
operable parts shall be 5lbs max.
SIDE REACH - ELECTRICAL13Graphic(s) sourced from the from the 2023 California
Accessibility Reference Manual
SIDE REACH - STORAGE14Graphic(s) sourced from the from the 2023 California
Accessibility Reference Manual
Page 159 of 603
Refer to plan for required widths. An accessible route of travel is
defined as a continuous unobstructed path connecting all
accessible elements and spaces in an accessible building or facility
that can be negotiated by a person with a severe disability using a
wheelchair and that is also safe for and usable by persons with other
disabilities. Refer to accessible path of travel notes, walks and
sidewalk notes.
UP
W-01
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ACCESSIBLE ROUTE PLAN
3/32" = 1'-0"
HATCHED AREA
NOT IN SCOPE
HATCHED AREA
NOT IN SCOPE
3'
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8
"
3'-8"
3'
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"
3'
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PUBLIC SIDEWALK
PALM STREET
OS
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S
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1 2 3 4 5 6 7 8 9
A
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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 with
both visual and tactile characters, or two separate signs, one with visual,and
one with tactile characters, shall be provided.
2022 CBC 11B-703.2 - Raised characters shall comply with Section 11B-703.2
and shall be duplicated in Braille complying with Section 11B-703.3. Raised
characters 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 the
width of the uppercase letter "O" is 60 percent minimum and 110 percent
maximum of the height of the uppercase letter "I".
5. Character height - Character height measured vertically from the baseline
of the character shall be 5/8" min. and 2" max. based on the height of the
uppercase 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 the
two closest points of adjacent raised characters within a message, excluding
word spaces. Where characters have rectangular cross sections, spacing
between individual raised characters shall be 1/8 inch (3.2 mm) minimum and
4 times the raised character stroke width maximum. Where characters have
other cross sections, spacing between individual raised characters shallbe
1/16 inch (1.6 mm) minimum and 4 times the raised character stroke width
maximum at the base of the cross sections, and 1/8 inch (3.2 mm) minimum
and 4 times the raised character stroke width maximum at the top of the
cross sections. Characters shall be separated from raised borders and
decorative elements 3/8 inch (9.5 mm) minimum.
8. Line spacing - Spacing between the baselines of separate lines of raised
characters within a message shall be 135 percent minimum and 170 percent
maximum 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 comply
with Section 11B-703.3 and 11B-703.4.
1. Dimensions and capitalization - Braille dots shall have a domed or rounded
shape and shall comply with Braille Dimension table this sheet. The indication
of an uppercase letter or letters shall only be used before the first word of
sentences, proper nouns and names, individual letters of the alphabet, initials,
and acronyms.
2. Position - Braille shall be positioned below the corresponding text in a
horizontal format, flush left or centered. If text is multilined, Braille shall be
placed 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 and
decorative elements.
2022 CBC 11B-703.4 - Signs with tactile characters shall comply with Section
11B-703.4.
1. Height above finish floor or ground - Tactile characters on signs shall be
located 48" min. above the finish floor or ground surface, measured from the
baseline of the lowest Braille cells and 60" max. above the finish floor or
ground surface, measured from the baseline of the highest line of raised
characters.
2. Location - Where a tactile sign is provided at a door, the sign shall be
located alongside the door at the latch side. Where a tactile sign is provided
at double doors with one active leaf, the sign shall be located on the inactive
leaf. 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 no
wall space at the latch side of a single door or at the right side of double
doors, signs shall be located on the nearest adjacent wall. Signs containing
tactile 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 tactile
characters, is provided beyond the arc of any door swing between the
closed position and 45 degree open position. Where provided, signs
identifying permanent rooms and spaces shall be located at the entrance to,
and outside of the room or space. Where provided, signs identifying exits shall
be located at the exit door when approached in the direction of egress
travel.
2022 CBC 11B-703.5 - Visual characters shall comply with Section 11B-703.5.
EXCEPTIONS
Where visual characters comply with Section 11B-703.2 and are
accompanied by Braille complying with Section 11B-703.3, they shall not be
required to comply with Section 11B-703.5.2 through 11B-703.5.6, 11B-703.5.8
and 11B-703.5.9
2022 CBC 11B-703.6 - Pictograms shall comply with Section 11B-703.6.
1. Pictogram field - Pictograms shall have a field height of 6" min. Characters
and Braille shall not be located in the pictogram field.
2.Finishandcontrast-Pictogramsandtheirfieldshallhaveanon-glarefinish.
Pictograms shall contrast with their field with either a light pictogram ona
dark field or a dark pictogram on a light field.
3. Text descriptors - Pictograms shall have text descriptors located directly
below the pictogram field.
2022 CBC 11B-703.7 - Symbols of accessibility shall comply with Section
11B-703.7
INTERNATIONAL SYMBOL
OF ACCESSIBILITY (ISA)
1.
2.
3.
4.
2022 CBC 11B-206.1 - Accessible routes shall be provided in accordance with
2022 CBC Section 11B-206 and shall comply with Division 4.
2022 CBC 11B-206.2 - Accessible routes shall be provided where required by
Section 11B-206.2.
1. At least one accessible route shall be provided within the site from
accessible parking spaces and accessible passenger drop-off and loading
zones; public streets and sidewalks; and public transportation stops to the
accessible building or facility entrance they serve. Where more than one
route is provided, all routes must be accessible.
2. At least one accessible route shall connect accessible buildings, accessible
facilities, accessible elements, and accessible spaces that are on the same
site.
3. At least one accessible route shall connect each story and mezzanine in
multistory buildings and facilities.
4. At least one accessible route shall connect accessible building or facility
entrances with all accessible spaces and elements within the building or
facility, including mezzanines, which are otherwise connected by a circulation
path 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 the
same area as general circulation paths. Where circulation paths are interior,
required accessible routes shall also be interior. An accessible route shall not
pass through kitchens, storage rooms, restrooms, closets or other spaces used
for similar purposes, except as permitted by Chapter 10.
2022 CBC 11B-402.2 - Accessible routes shall consist of one or more of the
following components: walking surfaces with a running slope not steeper than
1:20, doorways, ramps, curb ramps excluding the flared sides, elevators,and
platform lifts. All components of an accessible route shall comply with the
applicable requirements of Division 4.
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BIDDING SET2025 JAN 21
Indicates exit out of door for egress path of travelEX
I
T
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 where
the 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 or
exit 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" high
with 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", and
the min. spacing between letters shall be not less than 3/8".
The word "EXIT" shall be in high contrast with the background and shall be
clearly 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, the
construction shall be such tha tthe direction of the chevron directional indicator
cannot be readily changed
Floor openings containing exit access stairways or ramps that do not comply
with one of the conditions listed in this section shall be enclosed with a shaft
enclosure constructed in accordance with Section 713
Per NFPA13, 2020 Edition Definition 3.3.8
Draft curtain-A continuous material protruding downward from the
ceiling to create a resevoir for collecting smoke and heat
Per NFPA13, 2020 Edition, Section 8.15.4, Draft stops shalll meet all of the
following criteria:
1) Draft stops shall be located immediately adjacent to the opening
2) Draft stops shall be at least 18" deep
3) Draft stops shall be of non combustible or limited combustible material
that will stay in place before and during sprinkler operation
LxW must be less than or equal to 2x the projected
horizontal area (40 lineal feet) multiplied by the width of the stair (4'4")
14x12= 168
2 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 be
clearly 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, the
construction shall be such tha tthe direction of the chevron directional indicator
cannot be readily changed
Each grade-level exterior exit door shall be identified by a tactile exit with the
word, "EXIT". Refer to sinage floorplans on SN-1 and SN-3 and refer to exit
signage notes and details on 14/SN-3.
(CBC Section 1019.3) Condition #4: Exit access stairways and ramps in
buildings equipped throughout with an automatic sprinkler system in
accordance with Section 903.3.1.1, where the area of the vertical
opening between stories does not exceed twice the horizontal projected
area of the stairway or ramp and the opening is protected by a draft
curtain and closely spaced sprinklers in accordance with NFPA 13. In
other than Group B and M occupancies, this provision is limited to
openings 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 ft111 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 ft
38 sq ft 38 sq ft 38 sq ft38 sq ft
38 sq ft 38 sq ft38 sq ft
180 sq ft
49 sq ft
51 sq ft44 sq ft
47 sq ft45 sq ft
46 sq ft
44 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 PLAN
Scale: 1/8" = 1'-0"
EX
I
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EX
I
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EX
I
T
EX
I
T
1
7
2
5
17
1
1
15
48
1
1
6722
1
1
1
1
30
2
1
2
12
33
D.2
D.3
D.1
D D
C C
C.1
B B
B.1
A A
A.1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
HATCHED AREA
NOT IN SCOPE
1
3
1
1
2
2
2
COMMMON
PAATH
OF
TRAVEEEL:
5588''
5"
16
9
8
11
3
532
CO
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:
5
6
'
1
"
15
10
3
2
EEXXIITT TRAVEL DISTTANCE:119'
EXIT TRAVEL DISTANCE FIRST FLOOR: 90'0"
EX
I
T
EX
I
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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 NUMBER
TOP # REFERS TO SECTION CUT REFERENCE
ARROW INDICATES DIRECTION OF VIEW
BOTTOM # REFERS TO SHEET NUMBER
TOP # REFERS TO INTERIOR ELEVATION REFERENCE NUMBER
ARROW INDICATES DIRECTION OF VIEW
#
INDICATES OCCUPANCY LOAD
INDICATES ROOM SIZE
INDICATES OCCUPANCY TYPE
INDICATES ROOM NAME
XX X XX
INDICATES ROOM NUMBER
447 sq ft 447 sq ft BUSINESS Unconcentrated Tables & Chairs 15
146 sq ft 146 sq ft BUSINESS Unconcentrated Tables & Chairs 15
142 sq ft 142 sq ft BUSINESS Business Areas 150
142 sq ft 142 sq ft BUSINESS Business Areas 150
146 sq ft 146 sq ft BUSINESS Business Areas 150
135 sq ft 135 sq ft BUSINESS Business Areas 150
101 sq ft 101 sq ft BUSINESS Business Areas 150
103 sq ft 103 sq ft BUSINESS Business Areas 150
450 sq ft 450 sq ft ACCESSORY Accessory Storage 300
327 sq ft 327 sq ft ACCESSORY Accessory Storage 300
219 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 150
180 sq ft 180 sq ft ---
124 sq ft 124 sq ft ---
25 sq ft 25 sq ft ACCESSORY Accessory Storage 300
10 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 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
37 sq ft 37 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
37 sq ft 37 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
37 sq ft 37 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
50 sq ft 50 sq ft BUSINESS Concentrated Business 50
50 sq ft 50 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
38 sq ft 38 sq ft BUSINESS Concentrated Business 50
49 sq ft 49 sq ft BUSINESS Concentrated Business 50
51 sq ft 51 sq ft BUSINESS Concentrated Business 50
44 sq ft 44 sq ft BUSINESS Concentrated Business 50
47 sq ft 47 sq ft BUSINESS Concentrated Business 50
45 sq ft 45 sq ft BUSINESS Concentrated Business 50
46 sq ft 46 sq ft BUSINESS Concentrated Business 50
44 sq ft 44 sq ft BUSINESS Concentrated Business 50
44 sq ft 44 sq ft BUSINESS Concentrated Business 50
359 sq ft 359 sq ft BUSINESS Unconcentrated Tables & Chairs 150
209 sq ft 209 sq ft BUSINESS Business Areas 150
370 sq ft 370 sq ft BUSINESS Business Areas 150
101 sq ft 101 sq ft BUSINESS Business Areas 150
105 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 1/3
THE LONGEST DIAGONAL DISTANCE APART.
1/3 LONGEST DIAGONAL = 45'
DISTANCE BETWEEN EXITS = 74'-2", THEREFORE OK.
FOR OCCUPANCY TYPE B SPRINKLERED BUILDING, THE MAXIMUM COMMON
PATH OF TRAVEL IS 100FT.
MAX COMMON PATH OF TRAVEL IS 90', THEREFORE OK.
#
##
Occupancy Load for the space at the location of the marker
Occupancy Load that is traveling on the path up to the
point 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, OR
OPERATING HARDWARE.
10.04 DOOR MUST BE SECURED OPEN AT ALL TIMES. INSTALL SIGN STATING, "THIS
DOOR MUST REMAIN OPEN WHEN BUILDING IS OCCUPIED".
#
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XXXSHEET NO.XXX
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SECOND FLOOR CODE PLAN
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2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
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.
Exit sign placement shall be such that no point in an exit access corridor or
exit 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" high
with 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", and
the min. spacing between letters shall be not less than 3/8".
The word "EXIT" shall be in high contrast with the background and shall be
clearly 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, the
construction shall be such tha tthe direction of the chevron directional indicator
cannot be readily changed
Floor openings containing exit access stairways or ramps that do not comply
with one of the conditions listed in this section shall be enclosed with a shaft
enclosure constructed in accordance with Section 713
Per NFPA13, 2020 Edition Definition 3.3.8
Draft curtain-A continuous material protruding downward from the
ceiling to create a resevoir for collecting smoke and heat
Per NFPA13, 2020 Edition, Section 8.15.4, Draft stops shalll meet all of the
following criteria:
1) Draft stops shall be located immediately adjacent to the opening
2) Draft stops shall be at least 18" deep
3) Draft stops shall be of non combustible or limited combustible material
that will stay in place before and during sprinkler operation
LxW must be less than or equal to 2x the projected
horizontal area (40 lineal feet) multiplied by the width of the stair (4'4")
14x12= 168
2 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 be
clearly 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, the
construction shall be such tha tthe direction of the chevron directional indicator
cannot be readily changed
Each grade-level exterior exit door shall be identified by a tactile exit with the
word, "EXIT". Refer to sinage floorplans on SN-1 and SN-3 and refer to exit
signage notes and details on 14/SN-3.
(CBC Section 1019.3) Condition #4: Exit access stairways and ramps in
buildings equipped throughout with an automatic sprinkler system in
accordance with Section 903.3.1.1, where the area of the vertical
opening between stories does not exceed twice the horizontal projected
area of the stairway or ramp and the opening is protected by a draft
curtain and closely spaced sprinklers in accordance with NFPA 13. In
other than Group B and M occupancies, this provision is limited to
openings that do not connect more than four stories.
UP
6'-1012"
124 sq ft
180 sq ft
128 sq ft
146 sq ft
207 sq ft
118 sq ft
105 sq ft
126 sq ft
386 sq ft
1517 sq ft
184 sq ft
187 sq ft
176 sq ft184 sq ft
101 sq ft
106 sq ft
538 sq ft
104 sq ft
130 sq ft
144 sq ft
99 sq ft
97 sq ft
81 sq ft
585 sq ft
104 sq ft
206 sq ft 120 sq ft
48 sq ft
100 sq ft
141 sq ft
115 sq ft
569 sq ft
99 sq ft
93 sq ft
95 sq ft
64 sq ft
109 sq ft116 sq ft
CODE ANALYSIS / EXITING PLAN
Scale: 1/8" = 1'-0"
EXIT
EXIT
D.2
D.3
D.1
D D
C C
C.1
B B
B.1
A A
A.1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
EXIT
EXIT
1 77'-9"
EX
I
T
EXIT TRAVEL DISTANCE
SECOND FLOOR: 52'11"
HATCHED AREA
NOT IN SCOPE
2
11
1
1
1
1
2
1
1
2 1
1
1
1
1
1
1
1
1
9
13
13
13
11
1
1
1
1
1
1
1
12
1
8
18
33
65
19
2
53
67
EXIT TRAVEL DISTANCE
FIRST 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 NUMBER
TOP # REFERS TO SECTION CUT REFERENCE
ARROW INDICATES DIRECTION OF VIEW
BOTTOM # REFERS TO SHEET NUMBER
TOP # REFERS TO INTERIOR ELEVATION REFERENCE NUMBER
ARROW INDICATES DIRECTION OF VIEW
#
INDICATES OCCUPANCY LOAD
INDICATES ROOM SIZE
INDICATES OCCUPANCY TYPE
INDICATES ROOM NAME
XX X XX
INDICATES ROOM NUMBER
124 sq ft 139 sq ft BUSINESS Business Areas
180 sq ft 197 sq ft BUSINESS Business Areas
128 sq ft 142 sq ft BUSINESS Business Areas
146 sq ft 161 sq ft BUSINESS Business Areas
207 sq ft 224 sq ft BUSINESS Business Areas 150
118 sq ft 131 sq ft BUSINESS Concentrated Business 50
105 sq ft 117 sq ft ACCESSORY Accessory Storage 300
126 sq ft 137 sq ft BUSINESS Unconcentrated Tables & Chairs 15
386 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 15
187 sq ft 203 sq ft ACCESSORY Unconcentrated Tables & Chairs 15
176 sq ft 192 sq ft ---
184 sq ft 201 sq ft ---
101 sq ft 114 sq ft BUSINESS Business Areas 150
106 sq ft 120 sq ft BUSINESS Business Areas 150
538 sq ft 575 sq ft BUSINESS Concentrated Business 50
104 sq ft 117 sq ft BUSINESS Business Areas 150
130 sq ft 146 sq ft BUSINESS Business Areas 150
144 sq ft 159 sq ft BUSINESS Business Areas 150
99 sq ft 112 sq ft BUSINESS Business Areas 150
97 sq ft 111 sq ft BUSINESS Business Areas 150
81 sq ft 92 sq ft BUSINESS Business Areas 150
585 sq ft 627 sq ft BUSINESS Concentrated Business 50
104 sq ft 117 sq ft BUSINESS Business Areas 150
206 sq ft 226 sq ft BUSINESS Business Areas 150
120 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 150
141 sq ft 156 sq ft ACCESSORY Accessory Storage 300
115 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 50
93 sq ft 105 sq ft BUSINESS Business Areas 150
95 sq ft 107 sq ft BUSINESS Business Areas 150
64 sq ft 75 sq ft BUSINESS Business Areas 150
109 sq ft 123 sq ft BUSINESS Business Areas 150
116 sq ft 129 sq ft BUSINESS Business Areas 150
Indicates exit out of door for egress path of travelEX
I
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Indicates egress path of travel
#
##
Occupancy Load for the space at the location of the marker
Occupancy Load that is traveling on the path up to the
point of the marker. Sum of occupants up to the point of the marker.
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XXXSHEET NO.XXX
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PLUMBING CALCULATION
PL
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2024 SEP 10
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BIDDING SET2025 JAN 21
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 ft111 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 ft
38 sq ft 38 sq ft 38 sq ft38 sq ft
38 sq ft 38 sq ft38 sq ft
180 sq ft
49 sq ft
51 sq ft44 sq ft
47 sq ft45 sq ft
46 sq ft
44 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
1100ssqqfftt
5511ssqqfftt4444ssqqfftt4444ssqqfftt
4444ssqqfftt
107sqqft
4466ssqqfftt
4499ssqqfftt
4477ssqqfftt4455ssqqfftt
72sqqft
33888ssqqfftt33888ssqqfftt338888ssqqfftt
111sqqft
4411ssqqfftt
5500ssqqfftt
5500ssqqfftt
33388ssqqfftt33388ssqqfftt333888ssqqfftt333388ssqqfftt3338888ssqqfftt
333388ssqqfftt3338888ssqqfftt
3333888ssqqfftt 333388ssqqfftt3388ssqqfftt
3333888ssqqfftt 33377ssqqfftt
3388ssqqfftt
33377ssqqfftt333333338888888sssssqqqqfffttt
444111sssqqqqfffftt
333377ssqqfftt 333388ssqqfftt3338888ssqqfftt
130sqqft
145sqqft
93sqqft
101sqqft
135sqqft
103sqqft
450sqqft
146sqqft
142sqqft
142sqqft
6,398 SF OFFICE
43 OCCUPANTS
447sqqft
812 SF CONFERENCE
28 OCCUPANTS
359sqqft
14466sqqft
219sqqft68sqqft
101sqqft
370sqqft
105sqqft
209sqqft
PLUMBING OCCUPANT LOAD PLAN & CALCULATION
LOAD FACTOR
30
150
TOTAL 1ST FLOOR:
SPACE USE
CONFERENCE
OFFICE
SQUARE FEET
812 SF
6,398 SF
LOAD
28
43
71
MEN: 91 WOMEN:91
WATER CLOSETS
MEN: 2 REQ. FOR 51-100 MEN, 4 PROVIDED.
WOMEN: 4 REQ. FOR 51-100 WOMEN, 5 PROVIDED.
URNIALS
MEN: 1 REQ. FOR 1-100 MEN, 3 PROVIDED.
LAVATORIES
MEN: 2 REQ. FOR 76-150 MEN, 2 PROVIDED.
WOMEN: 2 REQ. FOR 51-100 WOMEN, 2 PROVIDED.
DRINKING FOUNTAINS
1 REQUIRED PER 150, THEREFORE 2 REQUIRED; 3 PROVIDED ON THE
FIRST 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 BE
EXCLUDED FROM THE OCCUPANCY CALCULATION.
LOAD FACTOR
30
150
50% # seats
TOTAL 2ND FLOOR:
SPACE USE
CONFERENCE
OFFICE
FIXED SEATING
SQUARE FEET
883 SF
4,141 SF
1517
LOAD
30
28
53
111
FIRST FLOOR
CPC 2022
6'-1012"
124 sq ft
180 sq ft
128 sq ft
146 sq ft
207 sq ft
118 sq ft
105 sq ft
126 sq ft
386 sq ft
1517 sq ft
184 sq ft
187 sq ft
176 sq ft184 sq ft
101 sq ft
106 sq ft
538 sq ft
104 sq ft
130 sq ft
144 sq ft
99 sq ft
97 sq ft
81 sq ft
585 sq ft
104 sq ft
206 sq ft 120 sq ft
48 sq ft
100 sq ft
141 sq ft
115 sq ft
569 sq ft
99 sq ft
93 sq ft
95 sq ft
64 sq ft
109 sq ft116 sq ft
4,141 SF OFFICE
28 OCCUPANTS
126sqqft
1,517 SF COUNCIL CHAMBERS
105 FIXED SEATS
53 OCCUPANTS
6'-1012"
146sqqft
124sqqft
180sqqft
128sqqft
118sqqft
207sqqft 386sqqft
184sqqft
109sqqft
1517sqqft
187sqqft
99sqqft
569sqqft
64sqqft
95sqqft
93sqqft
116sqqft
106sqqft
101sqqft
48sqqft
206sqqft
104sqqft
585sqqft
81sqqft
120sqqft
100sqqft
538sqqft
144sqqft
104sqqft
130sqqft
99sqqft
97sqqft
SECOND FLOOR
883 SF CONFERENCE
30 OCCUPANTS
Page 163 of 603
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 Egress
1. 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 Load
In 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 Sizing
All 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 Doorways
The 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 Configuration
Exits, 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 1007
2022 CBC 1008 - Means of Egress Illumination
Illumination 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 Egress
Accessible 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 Turnstiles
Doors 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.
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DESIGNED BY:
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SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
G-140
EGRESS PLAN NOTES
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2024 JUN 25 PLAN CHECK #1
2024 SEP 10 PLAN CHECK #2
BIDDING SET2025 JAN 21
ILLUMINATED EXIT SIGNAGE3 RAISED CHARACTER & BRAILLE4 FLOOR LEVEL EXIT SIGNS5
PATH MARKING8 EGRESS ENCROACHMENT9
Page 164 of 603
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, OR
OPERATING HARDWARE.
10.04 DOOR MUST BE SECURED OPEN AT ALL TIMES. INSTALL SIGN STATING, "THIS
DOOR MUST REMAIN OPEN WHEN BUILDING IS OCCUPIED".
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DESIGNED BY:
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
G-141
FIRST FLOOR EGRESS PLAN
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2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
#
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 ft111 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 ft
38 sq ft 38 sq ft 38 sq ft38 sq ft
38 sq ft 38 sq ft38 sq ft
180 sq ft
49 sq ft
51 sq ft44 sq ft
47 sq ft45 sq ft
46 sq ft
44 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 PLAN
Scale: 1/8" = 1'-0"
D.2 D.2
D.3 D.3
D.1 D.1
D D
C C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
HATCHED AREA
NOT IN SCOPE
10.03
10.04
New exit sign with emergency light / arrow pointing in direction
of exit. Electronically operated with battery backup. Refer to
Detail 3/G-140 and notes.
Egress path of travel
Fire alarm pull
NOTE: PER CBC 1006.2.1, TWO EXITS OR EXIT ACCESS DOORWAYS
SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD EXCEEDS
49 FOR B OCCUPANCY
Direction of exit text and light.
Direction of arrow on illuminated exit sign.
Existing exit sign with emergency light / arrow pointing in
direction 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
Page 165 of 603
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
G-142
SIGNAGE PLAN DETAILS
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BIDDING SET2025 JAN 21
A R E A O F
R E F U G E
EXIT
40
"
A
.
F
.
F
48
M
I
N
60
M
A
X
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
"
M
I
N
.
A
.
F
.
F
.
BO
T
T
O
M
O
F
L
I
G
H
T
48
"
C
.
L
.
O
F
P
U
L
L
FIRE
ALARM
LINE OF CEILINGFIRE ALARM BELL HORN
6"
TO
P
O
F
B
O
X
48
"
6"
WALL SWITCH
LINE VOLTAGE
THERMOSTAT
15
"
M
I
N
TELEPHONE
OUTLET
DUPLEX
RECEPTACLE
OR SWITCH
48
"
A
.
F
.
F
.
72
"
M
A
X
.
A
.
F
.
F
.
UNISEX TOILET & BATHING
FACILITIES SIGNAGE
DOOR MOUNTEDSIGNAGE
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
B
r
a
i
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l
e
Braille
d
o
t
s
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 door
Lettering
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
Scale: 3/8"=1'0"3
SIGNAGE MOUNTING HEIGHT
Scale: 1/4"=1'0"8
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
.
MA
X
1/8" STANDOFF
1/32" THICK TACTILE COPY
ATTACH TO WALL W/ D/F
TAPE AND SILICONE AS
REQUIRED
BRAILLE TEXT
ELEVATION
EXIT SIGNAGE
Scale: 2"=1'-0"17 GEOMETRIC SYMBOLS AT DOORS18
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
"
M
I
N
.
A
.
F
.
F
.
60
"
A
.
F
.
F
.
M
A
X
TO
T
H
E
L
O
W
E
S
T
B
A
S
E
L
I
N
E
O
F
B
R
A
I
L
L
E
C
E
L
L
S
TO
T
H
E
H
I
G
H
E
S
T
B
A
S
E
L
I
N
E
O
F
R
A
I
S
E
D
L
E
T
T
E
R
I
N
G
(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 AS
REQUIRED
TYP. SIGNAGE
Scale: 2"=1'-0"2 ROOM IDENTIFICATION
Scale: 3"=1'-0"4
REACH RANGE HEIGHTS
Scale: 1/4"=1'0"9
Page 166 of 603
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Swing Simple
4'0"7'0"Swing Simple
3'0"7'0"Swing Simple
3'0"7'0"Cased Opening
3'0"7'0"Swing Simple
1.
2.
3.
4.
5.
6.
7.
Demolition and construction must comply with all provisions of the 2022 CBC
Chapter 33 - Safeguards During Construction.
Construction/demolition materials and equipment shall be stored and placed
so as not to endanger the public, the workers or adjoining property for the
duration of the construction project. (2022 CBC §3301.2)
Required exits, existing structural elements, fire protection devices and
sanitary 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 made
2. Maintenance of such elements and devices is not required where the
existing building is not occupied.
Waste materials shall be removed in a manner that prevents injury or damage
to persons, adjoining properties and public rights-of-way (2022 CBC §3302.2)
Fire safety during construction and demolition shall comply with the
applicable provisions of 2022 CFC Chapters 33 & 56, respectively.
A horizontal exit shall not be destroyed unless and until a substitute meansof
egress has been provided and approved (2022 CBC §3303.3)
Pedestrians shall be protected during construction, remodeling and
demolition activities as required by Table 3306.1. Signs shall be providedto
direct 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 COUNTERTOP
00.04 DEMOLISH (E) SINK, TO BE REPLACED WITH ADA COMPLIANT SINK
00.08 RELOCATE (E) URINAL
00.09 DEMOLISH AND REMOVE (E) TOILET STALL
00.11 SINK AND MILLWORK TO BE DEMOLISHED, PLUMBING RELOCATED AND
NEW ADA COMPLIANT SINK INSTALLED
00.12 (E)DRINKINGFOUNTAINTOREMAIN.PROTECTINPLACE
00.13 (E) STOREFRONT SYSTEM. PROTECT IN PLACE
*Dashed lines indicate existing walls/cabinetry to be demolished
#
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DD-10
DD
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7
DD-09
DD-14
DD-13
DD-08
FIRST FLOOR DEMOLITION PLAN
Scale: 1/8" = 1'-0"
28'-6"
2'-0"
2'
-
0
"
2'
-
0
"
2'-0"
2'-0"
2'-0"
2'
-
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2'
-
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"
2'
-
0
"
2'
-
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"
2'-0"
2'-0"2'-0"
2'
-
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2'
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"
35
'
-
8
"
00.02
00.01
00.01
00.01
00.03
00.04
00.08
00.09
11'-2"
00.09
00.09
HATCHED AREA
NOT IN SCOPE
HATCHED AREA
NOT IN SCOPE
7'-2"
D.3 D.3
D.1 D.1
D D
C C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
D.2 D.2
1
1
00.02
00.01
00.01
00.11
2'
-
0
"
00.12
00.04
00.13
7'
-
6
"
5'
-
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"
5'-4"4'-7"
FC-1 EXISTING CARPET, TO BE
DEMOLISHED
FV-1 EXISTING VINYL, TO BE
DEMOLISHED
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PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
AD101
FIRST FLOOR DEMOLITION
PLAN
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2024 SEP 10
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BIDDING SET2025 JAN 21
EXISTING WALL, TO REMAIN AND BE
PROTECTED
WALL TYPE GRAPHIC
EXISTING WALL TO BE DEMOLISHED
Page 167 of 603
EXISTING DROP CEILING AC
VENT / AIR RETURN
REFER TO M-P SHEETS FOR
DEMO AND EXISTING
LOCATIONS
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 CBC
Chapter 33 - Safeguards During Construction.
Construction/demolition materials and equipment shall be stored and placed
so as not to endanger the public, the workers or adjoining property for the
duration of the construction project. (2022 CBC §3301.2)
Required exits, existing structural elements, fire protection devices and
sanitary 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 made
2. Maintenance of such elements and devices is not required where the
existing building is not occupied.
Waste materials shall be removed in a manner that prevents injury or damage
to persons, adjoining properties and public rights-of-way (2022 CBC §3302.2)
Fire safety during construction and demolition shall comply with the
applicable provisions of 2022 CFC Chapters 33 & 56, respectively.
A horizontal exit shall not be destroyed unless and until a substitute meansof
egress has been provided and approved (2022 CBC §3303.3)
Pedestrians shall be protected during construction, remodeling and
demolition activities as required by Table 3306.1. Signs shall be providedto
direct pedestrian traffic. (2022 CBC §3306.1)
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SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
AD111
FIRST FLOOR REFLECTED
CEILING DEMOLITION PLAN
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2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
#
DD-15
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DD-09
DD-14
DD-13
DD-08D-08DD-09D
D-10DD
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D-05DDDD-02D
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DD-03
D
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DD
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DD-006
D
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DDD
FIRST FLOOR DEMOLITION REFLECTED CEILING PLAN
Scale: 1/8" = 1'-0"
00.05 00.06 00.06
00.0600.06
00.05
00.05
00.05
00.07
00.07
D.3 D.3
D.1 D.1
D D
C C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
E
E
E
D
D D
DD
00.05 DEMOLISH (E) DROP CEILING LIGHT
00.06 DEMOLISH (E) CEILING TILE, CEILING GRID TO BE DEMOLISHED IF WALL IS
EXTENDED ABOVE FOR SOUNDPROOFING
00.07 DEMOLISH (E) FIRE SPRINKLER
D
E
Page 168 of 603
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APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-100
EXISTING FLOOR AND
FURNITURE PLAN
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2024 SEP 10 PLAN CHECK #2
BIDDING SET2025 JAN 21
U
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BBB
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BB
B
B
B.
C
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E L
B.C.
C
EXISTING FLOOR AND FURNITURE PLAN
Scale: 1/8" = 1'-0"1
D.2 D.2
D.3 D.3
D.1 D.1
D D
C C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
1
1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
02.09
1 2
3 4
6 7
5
10
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13
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17
19 20
21 22
23 24
25 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"
Page 169 of 603
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PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-101
FIRST FLOOR DIMENSIONAL
PLAN
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2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
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 accommodate
the owner's equipment and/or material for temporary storage.
New construction work shall align with and match existing construction unless
otherwise noted, dimensioned, or detailed. All exposed new construction
and/or damaged surfaces resulting from work in progress shall be
appropriately repaired to match existing surfaces without additional charge.
Penetrations of fire resistive walls, floors, ceilings, and roof ceiling shall be
protected as required by the 2022 CBC, if applicable.
Portable fire extinguishers shall be installed in all buildings and complywiththe
UFC § 1002.1 Standard. The contractor shall be licensed by the State Fire
Marshall.
Provide built-in shop fabrication plans and elevations for approval priorto
fabrication. Verify all locations, sizes, and configurations with the owner prior
to 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. In
the event that any further data, information, or clarifications of these
drawings is required, it is the responsibility of the contractor to contactthe
architect and inform her of any ambiguity, inconsistency, discrepancy, or
error found with this set of drawings before continuing with construction.
Walls and floor ceiling assemblies separating tenant spaces and tenant
spaces 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 stairway
or the door, whichever is greater. Doors in the fully open position shall not
reduce a required dimension by more than 7 inches (178 mm). Where a
landing serves an occupant load of 50 or more, doors in any position shall not
reduce the landing to less than one-half its required width. Landings shall
have 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 and
within 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 through
1011.5.5.3. (2022 CBC)
1011.7.1 - The walking surface of treads and landings of a stairway shall notbe
sloped steeper than one unit vertical in 48 units horizontal (2- percent slope) in
any direction. Stairway treads and landings shall have a solid surface. Finish
floor surfaces shall be securely attached. (2022 CBC)
Verify all dimensions prior to construction and notify architect with all
discrepancies prior to construction.
Verify with owner for all appliances and equipment sizes and locations, prior
to installation.
Verify with owner for all plumbing fixtures, finishes, bathroom accessories,
hardware and appliances.
All angles shall be 45°, typ. U.N.O
All door & window heights per schedule, typ. U.N.O. Verify rough openings
prior to framing, U.N.O.
00.13 (E) STOREFRONT SYSTEM. PROTECT IN PLACE
01.01 FULL HEIGHT WALL TO SLAB ABOVE
09.01 FROSTED FILM OVER WINDOW FOR ADDITIONAL PRIVACY
09.07 PROVIDE PRIVACY FILM ON DOOR AND STOREFRONT GLAZING. REFER TO
ELEVATIONS ON A-212
09.08 PROVIDE PRIVACY FILM ON DOOR GLAZING
09.09 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-BAR
CEILING SIMILAR TO ELEVATION 9/A 21210.01 (N)ADACOMPLIANTTOILETSTALL
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, OR
OPERATING 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 CBC
11B-308.3.2
10.06 BOBRICK B-2111 CLASSICSERIES SURFACE MOUNTED SOAP DISPENSER
10.07 BOBRICK B-819298 DRINKING FOUNTAIN GRAB BAR
10.09 (N) STOREFRONT WALL WITH BLACK MULLIONS TO MATCH (E) STOREFRONT
MULLION COLOR
11.01 (E) FRIDGE RELOCATED
12.01 (N) CABINETRY, UPPER AND LOWER
22.01 (N) SINK IN PLACE
W-01
D-(E)
D-(E)
D-
(
E
)
D-
0
9
D-
0
8
D-
(
E
)
D-
(
E
)
D-12
D-(E)
D-
1
4
D-
(
E
)
D-
1
5
D-
0
3
D-
(
E
)
W-
0
2
W-
(
E
)
D-
(
E
)
D-
(
E
)
D-
0
6
D-
0
5
D-04
D-01
D-
0
2
D-
1
1
D-07 D-(E)
W-
0
3
D-13
A-212
11
A-212 9
A-402
14
18A-40217
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
sq ft209sq20sq20
370sqft
101 sq ft 105sq ft
68 sqft
q ft05
sq6
q0
qf70
HATCHED AREA
NOT IN SCOPE
28
'
-
3
"
16'-6"
5'-11"10'-7"
33
'
-
0
"
6'-11"3'-8"
7"
4'
-
2
"
7'
-
1
1
"
6'
-
2
"
1'
-
9
"
21'-7"
10'-6"10'-5"
16
'
-
2
"
4'
-
4
"
9'
-
1
1
"
20
'
-
1
1
"
7'-1"2'-9"
1'
-
1
1
"
16
'
-
5
"
8"7'-4"
6'-5"
6'
-
0
"
6'
-
7
"
3'
-
1
0
"
10.09
01.01
12.01
22.01
11.01
HATCHED AREA
NOT IN SCOPE
2'
-
8
"
5'-8"
2'-3"3'-4"
5'
-
1
1
"
10.01
28'-4"
8'-1"12'-7"6'-5"
8'
-
3
"
8'
-
6
"
1'-4"
16
'
-
9
"
D.3 D.3
D.1 D.1
D D
C C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
D.2 D.2
1
1
09.01
10.01
1
A-403
14'-5"
A
A
A
B
A
A
A
A
A
A
A
A
A
A
36"
MIN
A
11"
1
A-402
10"
10.03
10.04
10"
MAX
20"
MAX
10.05
10.0610.0710.07
4'-0"
1'
-
6
"
10.07
10.07
3'-4"
2'
-
6
"
FIRST FLOOR DIMENSIONAL PLAN
Scale: 1/8" = 1'-0"
1
10.09
00.13
C
C
C
FL
U
S
H
FL
U
S
H
FLUSH
FLUSH
FL
U
S
H
FLUSHFLUSH
FLUSH
FLUSH
FLUSH
09.07
09.07
09.08
09.09
09.10
09.07
#
B
A
C
A
A-101
A
A-101
DOOR ID - REFER TO SHEET A-601
#
WINDOW ID - REFER TO SHEET A-602
SHEET NUMBER
SECTION CUT REFERENCE
INDICATES DIRECTION OF VIEW
SHEET NUMBER
INTERIOR ELEVATION REFERENCE NUMBER
INDICATES DIRECTION OF VIEW
#
INDICATES OCCUPANCY LOAD
INDICATES ROOM SIZE
INDICATES OCCUPANCY TYPE
INDICATES ROOM NAME
XX X XX
INDICATES ROOM NUMBER
Mtl Stud
Framing
5/8"
Gypsum
Board
Slab-to-Slab Int-3 5/8"
Metal Stud
6/A-501
16/A-501
17/A-501
Page 170 of 603
FC-1 EXISTING CARPET
FC-2 NEW CARPET
FV-1 EXISTING VINYL
FT-1 EXISTING 6"x6" TILE
FT-2 EXISTING 1 1/2" x 1 1/2" TILE
FT-3 NEW 1 1/2" x 1 1/2" TILE
FCT-1 EXISTING CONCRETE
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XXXSHEET NO.XXX
A-113
FINISH PLAN
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2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
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 partition
in the field as related to the overall final partition dimension, prior to door and
window submittals.
For material finishes and location of finishes, refer to finish plan, interior
elevations, 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 with
matching 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 between
existing 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 hardware
prior to painting, do not paint door hardware or mirrors. Reinstall door
hardware after painting is complete.
Repair any damaged interior walls and ceilings, finish and texture to match
adjacent prior to painting.
Replace all doorstops; owner approved
Refinish existing wood floor and install new matching base. See plan and
schedule for exact locations.
Protect existing floors and base to remain. See schedule.
B C
F W
INDICATES BASE FINISH
INDICATES CEILING FINISH
INDICATES WALL FINISH
INDICATES FLOOR FINISH
209 sq ft
370 sq ft
101 sq ft 105 sq ft
68 sq ft
FIRST FLOOR FINISH PLAN
Scale: 1/8" = 1'-0"
1
HATCHED AREA
NOT IN SCOPE
HATCHED AREA
NOT IN SCOPE
D.3 D.3
D.1 D.1
D D
C C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
D.2 D.2
1
1
P-2
P-1
P-2
P-1
P-1
P-1
P-2
P-3 P-3
P-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-1FC-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, ACCENT
COLOR,
SHARED
SPACES
DUNN
EDWARDS
REFER TO
SPEC 099123
ISLAND
VIEW,
DE5848
Apply per
MFG spec.
PAINT, ACCENT
COLOR, IT
DUNN
EDWARDS
REFER TO
SPEC 099123
FRESH
THYME,
DE5654
Apply per
MFG spec.
PAINT, ACCENT
COLOR,
FINANCE
DUNN
EDWARDS
REFER TO
SPEC 099123
OCTOBER
HAZE,
DE5171
Apply per
MFG spec.
RESILIENT WALL
BASE
FLEXCO
FLOORS
REFER TO
SPEC 096513
UMBER 078,
TO MATCH
(E)
Apply per
MFG spec.
WOOD
SHELVING FORMICA LAMINATE MACCHIATO
WALNUT
Install per
MFG spec.
CABINETS SHERWIN
WILLIAMS PAINT
SW 7016
MINDFUL
GRAY, TO
MATCH (E)
UPSTAIRS
BREAKROOM
Install per
MFG spec.
COUNTERTOP/
BACKSPLASH
CAESARSTON
EQUARTZ QUARTZ
5000
LONDON
GREY, TO
MATCH (E)
UPSTAIRS
BREAKROOM
Install per
MFG spec.
HARDWARE
FINISH ATLAS 327-BRN, 5
1/16"
BRUSHED
NICKEL, TO
MATCH (E)
UPSTAIRS
BREAKROOM
Install per
MFG spec.
Page 171 of 603
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 REMAIN
02.07 (E) PRIVATE OFFICE ROOM FURNITURE TO REMAIN
02.08 ALL (E) CHAIRS TO BE REUSED
09.01 FROSTED FILM OVER WINDOW FOR ADDITIONAL PRIVACY
12.04 CHAIR PER OWNER
12.05 LOCKERS PER OWNER
12.06 PLANTER/TABLE PER OWNER
12.12 PROVIDE (N) PERMANENT ROOM SIGNAGE, REFER TO 4/G-142
12.13 PROVIDE (N) ELECTRONIC CONFERENCE ROOM SIGNAGE TO MATCH
EXISTING
12.14 RELOCATE (E) ELETRONIC CONFERENCE ROOM SIGNAGE
12.15 STAIR SIGNAGE
12.16 PROVIDE (N) WORKSTATION SIGNAGE, REFER TO 4/G-142
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of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-115
FURNITURE AND SIGNAGE
PLAN
FU
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A
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D
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A
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P
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AM
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JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12
50% DD
DATE ISSUE
SUBMITTALS & REVISIONS
PR
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2024 APR 08
90% CD
2024 JUN 25 PLAN CHECK #1
2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
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 ft111 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 ft
38 sq ft 38 sq ft 38 sq ft38 sq ft
38 sq ft 38 sq ft38 sq ft
180 sq ft
49 sq ft
51 sq ft44 sq ft
47 sq ft45 sq ft
46 sq ft
44 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
FIRST FLOOR FURNITURE PLAN
Scale: 1/8" = 1'-0"
1
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-1
W-1
W-1
W-1W-2W-1
W-1
q ft209sq20
359 sqft
q20
ft9
370sq ft
101 sqft 105 sq ft
68 sqft
ft05
sq6
q0
q ft70
HATCHED AREA
NOT IN SCOPE
HATCHED AREA
NOT IN SCOPE
12.04
12.06
12.05
09.01
D.3 D.3
D.1 D.1
D D
C C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
D.2 D.2
1
1
PRINTER
02.06 02.07
02.08
12.12
12.1212.12
12.12
12.12
12.13
12.14
12.12
12.12
12.12
12.12
12.12
12.15
12.16
12.16
12.16
12.16
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 NUMBER
SECTION CUT REFERENCE
INDICATES DIRECTION OF VIEW
SHEET NUMBER
INTERIOR ELEVATION REFERENCE NUMBER
INDICATES DIRECTION OF VIEW
#
INDICATES OCCUPANCY LOAD
INDICATES ROOM SIZE
INDICATES OCCUPANCY TYPE
INDICATES ROOM NAME
XX X XX
INDICATES ROOM NUMBER
EXISTING FURNITURE, FOR DETAILS ON THE (E) FURNITURE AND THE
SCOPE OF WORK REQUIRED REFER TO SPREADSHEET * Start to Finish
Furniture Workbook.xlsx*
NEW FURNITURE
Page 172 of 603
EXISTING DROP CEILING
AC VENT / AIR RETURN
REFER TO M-P SHEETS
FOR EXISTING AND
NEW 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 EXTINGUISHER
26.01 (N) DAYLIGHTING IMITATING LIGHT PANEL, REFER TO E-SHEETS
26.02 (N) DAYLIGHTING IMITATING LIGHT STRIP, REFER TO E-SHEETS
All Interior wall and ceiling finishes shall meet the flame spread rating base on
occupancy per §803.1.1 & Table 803.11
Occupancy
Sprinklered
Interior exit stairways,
interior exit ramps and exit
passageways
Corridors and enclosure
for 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 of
not more than 1,000 square feet of applied surface area in the grade where
applied directly to a noncombustible base or over furring strips applied toa
noncombustible 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
LEDLEDLEDLED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
LED
26.01
26.02
26.02
D.3 D.3
D.1 D.1
D D
C C
C.1 C.1
B B
B.1 B.1
A A
A.1 A.1
2
2
3
3
4
4
5
5
6
6
7
7
8
8
9
9
D.2 D.2
1
1
02.05
02.05
02.05
FIRST FLOOR REFLECTED CEILING PLAN
Scale: 1/8" = 1'-0"
1
E
E
E
N
N
N
N N
N
NN
N
N N
N
N
N
N
N
N
NNN
NNNN
N
N
NN
N N NNN
NNN
N
N
N
NN
N
N
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E
E E
E
E
E
E
E
E
E EE
E E
EE
EEE
E
EE
EE
E
EE
EE
EE
EE
EE
EEE
E E
E
E
E
EE
EEE
E
E
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DATE:
of
SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-121
FIRST FLOOR REFLECTED
CEILING PLAN
FI
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F
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2000114-02
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2024 FEB 12
50% DD
DATE ISSUE
SUBMITTALS & REVISIONS
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2024 JUN 25 PLAN CHECK #1
2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
#
LED
LED
NOTE: CONTRACTOR TO LOCATION OF LIGHTING FIXTURES ON SITE PRIOR TO
INSTALLATION.
E
N
E
N
Page 173 of 603
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-211
INTERIOR ELEVATIONS
IN
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JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12
50% DD
DATE ISSUE
SUBMITTALS & REVISIONS
PR
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2024 JUN 25 PLAN CHECK #1
2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
PAINT, ACCENT
COLOR,
SHARED
SPACES
DUNN
EDWARDS
REFER TO
SPEC 099123
ISLAND
VIEW,
DE5848
Apply per
MFG spec.
PAINT, ACCENT
COLOR, IT
DUNN
EDWARDS
REFER TO
SPEC 099123
FRESH
THYME,
DE5654
Apply per
MFG spec.
PAINT, ACCENT
COLOR,
FINANCE
DUNN
EDWARDS
REFER TO
SPEC 099123
OCTOBER
HAZE,
DE5171
Apply per
MFG spec.
RESILIENT WALL
BASE
FLEXCO
FLOORS
REFER TO
SPEC 096513
UMBER 078,
TO MATCH
(E)
Apply per
MFG spec.
WOOD
SHELVING FORMICA LAMINATE MACCHIATO
WALNUT
Install per
MFG spec.
CABINETS SHERWIN
WILLIAMS PAINT
SW 7016
MINDFUL
GRAY, TO
MATCH (E)
UPSTAIRS
BREAKROOM
Install per
MFG spec.
COUNTERTOP/
BACKSPLASH
CAESARSTON
EQUARTZ QUARTZ
5000
LONDON
GREY, TO
MATCH (E)
UPSTAIRS
BREAKROOM
Install per
MFG spec.
HARDWARE
FINISH ATLAS 327-BRN, 5
1/16"
BRUSHED
NICKEL, TO
MATCH (E)
UPSTAIRS
BREAKROOM
Install per
MFG spec.
#-#
10.05 BOBRICK B-253 SURFACE MOUNTED PAPER TOWEL DISPENSER.
OBSTRUCTED HIGH SIDE REACH RANGE IN COMPLIANCE WITH CBC
11B-308.3.2
10.06 BOBRICK B-2111 CLASSICSERIES SURFACE MOUNTED SOAP DISPENSER
12.02 OPEN SHELF, MICROWAVE. CONFIRM (E) APPLIANCE DIMENSIONS.
12.03 OPEN CABINET, REFRIGERATOR. CONFIRM (E) APPLIANCE DIMENSIONS
12.07 OPEN SHELF
A
A-101
A
A-101
DOOR ID - REFER TO SHEET A-601
#
WINDOW ID - REFER TO SHEET A-602
SHEET NUMBER
HEADERHDR.
TEMPERED GLAZING REQUIREDTEMP.
ROUGH OPENINGR.O.
SECTION CUT REFERENCE
INDICATES DIRECTION OF VIEW
FINISH FLOORF.F.
PLATE HEIGHTPLT. HT.
PLYWOODP.W.
SHEET NUMBER
INTERIOR ELEVATION REFERENCE NUMBER
INDICATES DIRECTION OF VIEW
#
CABINET NUMBER PER THE CABINET DESIGN SERIES (CDS)
AND THE WIDTH, HEIGHT, AND DEPTH.
CDS #
W
H
D
#
SHARED KITCHEN ELEVATION
Scale: 1" = 1'-0"
7
2'
-
1
0
"
1'
-
1
"
3'
-
6
"
12.02
12.03
FLOOR
T-BAR CEILING
1'
-
6
"
3'
-
1
"
1'
-
6
"
112"
1'
-
1
0
12"
3'-2"2'-9"2'-3"1'-3"
EXISTING WINDOW
FLUSH FLUSH
2'-6"2'-3"
12.077
EQ
EQ
112"
112"
1'
-
8
12"P-1
CT-1
112"
W-1
W-1
C-1
19
A-501
18
A-501
4"
3'
-
1
1
"
10.06
H-1
33"
30" MIN. CLEARANCE
46
"
M
A
X
10.05
PRINTER AREA ELEVATION
Scale: 1/2" = 1'-0"17
NEW WINDOW
PRINTER
D-
1
5
2
2
DRINKING FOUNTAIN ENLARGED PLAN
Scale: 1/2" = 1'-0"19
712"
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
Scale: 1/2" = 1'-0"20
18" MIN
6"
M
I
N
33
"
1.
2.
Combination refrigerators and freezers shall have at least 50 percent of the
freezer 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 to
the space dedicated to a refrigerator/freezer with the centerline of the clear
floor or ground space offset 24 inches (610 mm) maximum from the centerline
of 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 or
area 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 high
reach shall be measured to the top of the outlet box. (CBC 11B-308.1.1)
Page 174 of 603
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-212
INTERIOR ELEVATIONS
IN
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JUNE 25 2024
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2024 FEB 12
50% DD
DATE ISSUE
SUBMITTALS & REVISIONS
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2024 JUN 25 PLAN CHECK #1
2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
#
A
A-101
A
A-101
DOOR ID - REFER TO SHEET A-601
#
WINDOW ID - REFER TO SHEET A-602
SHEET NUMBER
HEADERHDR.
TEMPERED GLAZING REQUIREDTEMP.
ROUGH OPENINGR.O.
SECTION CUT REFERENCE
INDICATES DIRECTION OF VIEW
FINISH FLOORF.F.
PLATE HEIGHTPLT. HT.
PLYWOODP.W.
SHEET NUMBER
INTERIOR ELEVATION REFERENCE NUMBER
INDICATES DIRECTION OF VIEW
#
CABINET NUMBER PER THE CABINET DESIGN SERIES (CDS)
AND THE WIDTH, HEIGHT, AND DEPTH.
CDS #
W
H
D
CONFERENCE ROOM ENTRY
Scale: 1/4" = 1'-0"
11
GLAZING WALL
3'-8"3'-5"3'-5"
2'
-
0
"
2'
-
0
"
FROSTED
PRIVACY FILM
10
'
-
0
"
CONFERENCE ROOM GLAZING WALL
Scale: 1/4" = 1'-0"
9
3'-11"4'-0"3'-11"4'-0"4'-0"4'-0"4'-0"
GLAZING WALL
10
'
-
0
"
T-BAR CEILINGC
2'
-
0
"
SILHOUETTE
FOR SIZE
REFERENCE
FROSTED
PRIVACY FILM.
REFER TO
SPEC SECTION
08 8000
2'
-
0
"
146 sq ft
13
142 sq ft
142 sq ft
146 ft
447 sq ft
D-
1
5
D-
0
3
D-
(
E
)
W-
0
2
W-
(
E
)
D-
(
E
)
D-
(
E
)
D-04
D-01
D-
0
2
A-212 9
ENLARGED PLAN, CONFERENCE AND HUDDLE ROOM
Scale: 1/4" = 1'-0"
7
B B
B.1 B.1
A A
A.1 A.1
2
2
3
3
4
4
5
5
6
6
W-
D-
(
E
)
D
D-
0
3
D-
(
E
W-
0
2
D-01
D-
0
2
A-212
11
D-
(
E
)
ENLARGED PLAN, ENTRY AND FINANCE
Scale: 1/4" = 1'-0"
10
C C
C.1 C.1
2
2
3
3
4
4
B B
B.1 B.1
6
A-501
IT SECURE OFFICE GLAZING WALL
Scale: 1/4" = 1'-0"
13
10
'
-
0
"
5'-4"5'-0"
C
3'-0"
2'
-
0
"
2'
-
0
"
GLAZING WALL
FROSTED
PRIVACY FILM
D-(E)
D-
(
E
)
D-
1
W-
0
3
D-10
A-212
13 107 sq f
72 sq ft
ENLARGED PLAN, IT SECURE OFFICES
Scale: 1/4" = 1'-0"
12
D.2 D.2
D.3 D.3
8
8
9
9
Page 175 of 603
1.
2.
3.
11B-216.8 - Where existing toilet rooms or bathing rooms do not comply with
Section 11B-603, directional signs indicating the location of the nearesttoilet
room or bathing room complying with Section 11B-603 within the facility shall
be provided. Signs shall comply with Section 11B-703.5 and shall include the
International Symbol of Accessibility complying with Section 11B-703.7.2.1.
Where existing toilet rooms or bathing rooms do not comply with Section
11B-603, the toilet rooms or bathing rooms complying with Section 11B-603
shall be identified by the International Symbol of Accessibility complying with
Section 11B-703.7.2.1. Where clustered single user toilet rooms or bathing
facilities are permitted to use exceptions to Section 11B-213.2, toilet rooms or
bathing facilities complying with Section 11B-603 shall be identified by the
International Symbol of Accessibility complying with Section 11B-703.7.2.1
unless all toilet rooms and bathing facilities comply with Section 11B-603.
Existing buildings that have been remodeled to provide specific toilet rooms
or bathing rooms for public use that comply with these building standards
shall have the location of and the directions to these rooms posted in or near
the building lobby or entrance on a sign complying with Section 11B-703.5,
including the International Symbol of Accessibility complying with Section
11B-703.7.2.1.
11B-703.7.2.6 - Geometric symbols at entrances to toilet and bathing rooms
shall be mounted at 58 inches (1473 mm) minimum and 60 inches (1524 mm)
maximum above the finish floor or ground surface measured from the
centerline of the symbol. Where a door is provided the symbol shall be
mounted within 1 inch (25 mm) of the vertical centerline of the door.
1. Men's toilet and bathing facilities - 11B-703.7.2.6.1
2. Women's toilet and bathing facilities - 11B-703.7.2.6.2
3. Unisex toilet and bathing facilities - 11B-703.7.2.6.3
4. Edges and vertices on geometric symbols - 11B-703.7.2.6.4
Refer 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 Section
11B-603.
11B-603.2 - Toilet and bathing rooms clearances
1. Turning space complying with Section 11B-304 shall be provided within the
room.
2. Required clear floor spaces, clearance at fixtures, and turning space shall
be permitted to overlap.
3. Doors shall not swing into the clear floor space or clearance required for
any fixture. Doors to accessible water closet compartments shall be permitted
to encroach into the turning space without limitation. Other than doors to
accessible water closet compartments, a door, in any position, shall be
permitted to encroach into the turning space by 12" max.
11B-603.3 - Mirrors located above lavatories or countertops shall be installed
with the bottom edge of the reflecting surface 40 inches (1016 mm) maximum
above the finish floor or ground. Mirrors not located above lavatories or
countertops shall be installed with the bottom edge of the reflecting surface
35 inches (889 mm) maximum above the finish floor or ground.
11B-603.4 - Coat hooks shall be located within one of the reach ranges
specified in Section 11B-308. Shelves shall be located 40 inches (1016 mm)
minimum and 48 inches (1219 mm) maximum above the finish floor. Medicine
cabinets shall be located with a usable shelf no higher than 44 inches (1118
mm) maximum above the finish floor.
11B-603.5 - Where towel or sanitary napkin dispensers, waste receptacles or
other accessories are provided in toilet facilities, at least one of each type
shall be located on an accessible route. All operable parts, including coin
slots, shall be 40 inches (1016 mm) maximum above the finish floor.
11B-604.1 - Water closets and toilet compartments shall comply with Sections
11B-604.2 through 11B-604.8.
11B-604.2 - The water closet shall be positioned with a wall or partition to the
rear 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 or
partition, except that the water closet shall be 17 inches (432 mm) minimum
and 19 inches (483 mm) maximum from the side wall or partition in the
ambulatory accessible toilet compartment specified in Section 11B-604.8.2.
Waterclosetsshallbearrangedforaleft-handorright-handapproach.
11B-604.3 - Clearances around water closets and in toilet compartments shall
comply 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 to
return 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 and
on the rear wall. Where separate grab bars are required on adjacent walls at
acommonmountingheight,anL-shapedgrabbarmeetingthedimensional
requirements of Sections 11B-604.5.1 and 11B- 604.5.2 shall be permitted.
Exceptions:
1. Reserved
2. 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
and located so as to permit the installation of grab bars complying with
Section 11B-604.5.
3. In detention or correction facilities, grab bars shall not be required tobe
installed in housing or holding cells that are specially designed without
protrusions for purposes of suicide prevention.
11B-604.6 - Flush controls shall be hand operated or automatic. Hand
operated flush controls 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 open side of the water closet except in ambulatory
accessible compartments complying with Section 11B-604.8.2.
11B-604.7 - Toilet paper dispensers shall be 7" min. and 9" max. in front of the
water closet measured to the centerline of the dispenser. The outlet of the
dispenser shall be below the grab bar, 19" minimum above the finish floor and
shall not be located behind grab bars.Dispensers shall not be of a type that
controls delivery or that does not allow continuous paper flow.
11B-604.8 - Wheelchair accessible toilet compartments shall meet the
requirements of Sections 11B-604.8.1 and 11B-604.8.3. Compartments
containing more than one plumbing fixture shall comply with Section 11B-603.
Ambulatory accessible compartments shall comply with Sections 11B-604.8.2
and 11B-604.8.3.
11B-604.8.1 - Wheelchair accessible compartments shall comply with Section
11B-604.8.1.
11B-604.8.2 - Ambulatory accessible compartments shall comply with Section
11B-604.8.2.
11B-604.9 - Water closets and toilet compartments for children's use shall
comply with Section 11B-604.9. When the exception in Section 11B-604.1 is
used, the suggested dimensions of Table 11B-604.9 for a single age group shall
be applied consistently to the installation of a water closet and all associated
components.
11B-605 - Urinals
1. 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/ 2
inches (343 mm) deep minimum measured from the outer face of the urinal
rim to the back of the fixture.
3. A clear floor or ground space complying with Section 11B-305 positioned
for forward approach shall be provided
4. Flush controls shall be hand operated or automatic. Hand operated flush
controls shall comply with Section 11B-309 except that the flush control shall
be mounted at a maximum height of 44 inches (1118 mm) above the finish
floor.
11B-606 - Lavatories and sinks
1. Lavatories and sinks shall comply with Section 11B-606.
2. A clear floor space complying with Section 11B-305, positioned for a
forward approach, and knee and toe clearance complying with Section
11B-306 shall be provided.
3. Lavatories and sinks shall be installed with the front of the higher of therim
or counter surface 34 inches (864 mm) maximum above the finish floor or
ground.
4. Controls for faucets shall comply with Section 11B-309. Hand-operated
metering faucets shall remain open for 10 seconds minimum.
5. Water supply and drain pipes under lavatories and sinks shall be insulated
or otherwise configured to protect against contact. There shall be no sharpor
abrasive surfaces under lavatories and sinks.
6. Lavatories, when located adjacent to a side wall or partition, shall be a
minimum of 18 inches (457 mm) to the centerline of the fixture.
7. Where a forward approach is required at a sink, knee and toe clearance
shall 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 with
2022 CBC Section 11B-609.
11B-609.2 - Grab bars shall have a cross section complying with Section
11B-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 and
at the ends shall be 11/2 inches (38 mm) minimum. The space between the
grab 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 (838
mm) minimum and 36 inches (914 mm) maximum above the finish floor
measured to the top of the gripping surface, except that at water closets for
children's use complying with Section 11B-604.9, grab bars shall be installed in
a 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 comply
with 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 bars
shall 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 gripping
surface at the specified locations and that does not obstruct the required
clear floor space.
11B-609.8 - Allowable stresses shall not be exceeded for materials used when
a vertical or horizontal force of 250 pounds (1112 N) is applied at any point on
the 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 CLEARANCES18
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 MOUNTEDSIGNAGE
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 DOORS5Signs 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.
•charactersmustbesansserif.
• 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
B
r
a
i
l
l
e
Braille
d
o
t
s
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 door
Lettering
8SSHUFDVHcharacters
5DLVHGµ
Pictogram
6”Min.
Height of
lettering µPLQ
to 2” max.
Grade 2
Braille
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 ACCESSORIES20Graphic(s) sourced
from the 2023 California Accessibility Reference Manual
FLOORMOUNTED TOILET-DETAILS
&CLEARANCES
54” Min.
42” Min.
36” Max.
12” Max.
2 4” 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.
Dispensersmust allow
continuous
paper flow.
7” Min. to 9” Max. from front of water closet to centerline of dispenser.
Flush Control
Operating
5 lbs. Max44” Max.
URINAL CLEARANCE AND DIMENSIONS9
Graphic(s) sourced
from the 2020 California Accessibility Reference Manual
URINAL ALCOVE CLEARANCES19Graphic(s) sourced from the 2023
California Accessibility Reference Manual
KNEE CLEARANCE @ LAVATORY10Graphic(s) sourced
from the 2023 California Accessibility Reference Manual
ACCESSIBLE LAVATORY & SINK,
TOE , & KNEE CLEARANCES
PLAN VIEWELEVATION
27”
Min.
27”
Min.9”
Min.
17”Min. to 25” Max.
17”Min. to
25” Max.
30
”
M
i
n
.
18
”
M
i
n
.
11”
Min.
6”
Max.
6” Max.48” Min.
8”
Max.
29”
Min.
34”
Min.
Toe ClearanceKnee Clearance
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SHEET NO.
DESIGNED BY:
DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-401
ACCESSIBLE RESTROOM
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2024 FEB 12
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2024 JUN 25 PLAN CHECK #1
2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
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, ceramictileor
other smooth, non-absorbant surface to a height of 4 feet, and except for structural
elements, the materials used in such walls shall be of a type that is not adversely
affected 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 material
that extends upward onto the walls at least 5".
4.Hot water and drain pipes shall be insulated or covered.
Page 176 of 603
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 NECESSARY
12.08 (N) RESTROOM PARTITIONS
22.04 (N) URINAL
22.05 (E) TOILET RELOCATED
22.06 (E) FLOOR DRAIN
22.07 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 hardwareshallbe
34 inches (864 mm) minimum and 44 inches (1118 mm) maximum above the finish
floor or ground. Where sliding doors are in the fully open position, operating
hardware shall be exposed and usable from both sides.
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 or
grilles 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-latching
devices at 54 inches (1372 mm) maximum above the finish floor or ground provided
the self-latching devices are not also self-locking devices and operated by means of
a 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 the
seat. Seats shall not be sprung to return to a lifted position. Seats shall be 2 inches
(51 mm) high maximum.
Exceptions:
1. Reserved
2. 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 the
finish 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 flush
controls 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 open
side of the water closet except in ambulatory accessible compartments complying
with 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 or
partition.
11B-604.5.1 Grab bars for water closets shall comply with Section 11B-609.Grabbars
shall 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 mounting
height, 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. Reserved
2. 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 and
located so as to permit the installation of grab bars complying with Section
11B-604.5.
3. In detention or correction facilities, grab bars shall not be required tobe
installed in housing or holding cells that are specially designed without protrusions for
purposes of suicide prevention.
Hot water and drainpipes, accessible under lavatories, shall be insulatedor
otherwise 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 aforward
approach. such clear floor space shall adjoin or overlap an accessible route and
shallextendintokneeandtoespaceunderneaththelavatory.
When sanitary accessories, towel, sanitary napkins, waste receptacles and other
similar dispensing and disposal fixtures are provided, at least one of eachtypeis
located 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 edgeoftoilet
seat 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 accessories
Accessories shall operate using single-hand, max. 5 lbs of force with no tight
grasping, 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 paper
flow 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 wall
adjacent 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 and
bathing facilities. The triangle symbol shall be an equilateral triangle 1/4 inch (6.4
mm) thick with edges 12 inches (305 mm) long and a vertex pointing upward. The
color of the triangle symbol shall contrast with the color of the door or surface on
which the triangle symbol is mounted, either light on a dark background or dark on
a light background
11B-703.7.2.6.2 - A circle symbol shall be located at entrances to women's toilet and
bathing 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 dark
background or dark on a light background
11B-703.7.2.6.3 - A circle symbol shall be located at entrances to women's toilet and
bathing 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 dark
background 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 adjacent
wall, 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. Persons
shall be able to approach within 3" of the sign without encountering protruding
objects or standing within the swing of the door.
Characters, symbols and their background shall have a nonglare finish. Characters
and symbols shall contrast with their background, either light on dark background or
dark on light background.
Raised characters shall be raised 1/32" min. and shall be sans serif upper case
characters accompanies by grade 2 braille.
Raised characters shall be a min. of 5/8" high and a max. of 2" high
Pictograms 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 adjacent
side wall. the minimum horizontal depth of all designated accessible lavatories shall
be 17" maximum and the vertical height of the rim or counter edge and shall not
exceed 34" above the finished floor. Knee clearance shall be provided in
accordance with 20/ADA1.0
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 material that extends upward onto the walls at least 5". walls within 2 feet
of the front and sides of urinals and water closets shall have a smooth, hard
nonabsorbent surface of portland cement, concrete, ceramic tile or other smooth,
nonabsorbent surface to a height of 4 feet, and except for structural elements, the
materialsusedinsuchwallsshallbeof a type that is not adversely affectedby
moisture.
Toilet room floors shall not slope more than 2% to drains, especially withinrequired
clear floor areas and along accessible routes - drains shall be flush to the finish floor
and grate opening shall be no wider than 1/2".
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SHEET NO.
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CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-402
ACCESSIBLE RESTROOM
PLAN
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2024 APR 08
90% CD
2024 JUN 25 PLAN CHECK #1
2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
NOTE: RESTROOM ACCESSORIES TO BE NEW
A-9 BOBRICK B-6806X3636" GRAB BAR
A-8 BOBRICK B-270TRASH (WOMEN ONLY)
A-7 BOBRICK B-4288SURFACE MOUNTED DOUBLE ROLL TP
CONTURA SERIES
A-6 BOBRICK B-6806X4242" GRAB BAR
A-5 BOBRICK B-4221SURFACE MOUNTED SEAT COVER DISPENSER
CONTURA SERIES
A-4 BOBRICK B-76727HOOK
BOBRICK B-3803PAPER TOWEL RECEPTACLEA-3
BOBRICK B-4112SURFACE MOUNTED SOAP DISPENSER
CONTURA SERIES
A-2
68 sq ft
D-
1
4
D-13
60
"
M
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60
"
M
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60
"
M
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A-402
14
18A-40217
A-403 13
18
15
RESTROOM ENLARGED FLOOR PLAN
Scale: 1/4" = 1'-0"
8
36
"
M
I
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6'-7"
6'
-
1
1
"
3'
-
5
"
5'
-
0
"
8'-0"
1'
-
6
"
6'-0"
22.06
22.06
22.05
22.04
02.01
02.01
MENS RESTROOM
JANITORS CLOSET
WOMENS RESTROOM
42"
PATH
42"PATH
4 2"PAT
H
4'
-
1
"
36
"
F
R
A
M
E
D
OP
E
N
I
N
G
1'
-
0
"
1'-6"
2'-6"
NOTES:
GENERAL:
-ALL NEW PARTITIONS AND
RESTROOM ACCESSORIES
THROUGHOUT.
-EXISTING WALL AND FLOOR
TILE TO BE PATCHED AND
REPAIRED AS NECESSARY.
SOUTH MENS RESTROOM ELEVATION
Scale: 3/8" = 1'-0"14
FINISH FLOOR
CEILING
2'-6"6'-8"
10
"
4'
-
0
"
10
"
6'
-
0
"
42" MIN
12"
MAX
A-6
33
"
M
I
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/
3
6
"
M
A
X
19
"
M
I
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T
O
OP
E
N
I
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G
A-7
09.06
22.05
12.0812.08
22.04
7" MIN
9" MAX
A-9
54" MIN
A-5
WEST MENS RESTROOM ELEVATION
Scale: 3/8" = 1'-0"18
3'-0"
EQ.EQ.EQ.
±6'-11"
17
"
MA
X
13.5"
MIN
FINISH FLOOR
CEILING
10
"
6'
-
0
"
12.08
WEST MENS RR
Scale: 3/8" = 1'-0"17
FINISH FLOOR
CEILING
33
"
M
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/
3
6
"
M
A
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6"36" MIN
17" - 18"
12"
MIN
24" MIN
A-6
A-9
A-7
09.06
22.05
15
"
M
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A-5
NORTH MENS RR ELEVATION
Scale: 3/8" = 1'-0"12
FINISH FLOOR
CEILING
09.06
09.05
A-2
34
"
M
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40
"
M
A
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A-3
34
MAX
34"
MAX
400"
MAXXX
0
34
MAXAAAMMM
444
18"
EAST MENS RR ELEVATION
Scale: 3/8" = 1'-0"13
FINISH FLOOR
CEILING
34
"
M
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44
"
44
-
4
8
"
M
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.
34"
MAXAM
4
09.06
09.05
A-2
A-3
22.07
Page 177 of 603
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 hardwareshallbe
34 inches (864 mm) minimum and 44 inches (1118 mm) maximum above the finish
floor or ground. Where sliding doors are in the fully open position, operating
hardware shall be exposed and usable from both sides.
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 or
grilles 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-latching
devices at 54 inches (1372 mm) maximum above the finish floor or ground provided
the self-latching devices are not also self-locking devices and operated by means of
a 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 the
seat. Seats shall not be sprung to return to a lifted position. Seats shall be 2 inches
(51 mm) high maximum.
Exceptions:
1. Reserved
2. 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 the
finish 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 flush
controls 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 open
side of the water closet except in ambulatory accessible compartments complying
with 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 or
partition.
11B-604.5.1 Grab bars for water closets shall comply with Section 11B-609.Grabbars
shall 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 mounting
height, 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. Reserved
2. 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 and
located so as to permit the installation of grab bars complying with Section
11B-604.5.
3. In detention or correction facilities, grab bars shall not be required tobe
installed in housing or holding cells that are specially designed without protrusions for
purposes of suicide prevention.
Hot water and drainpipes, accessible under lavatories, shall be insulatedor
otherwise 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 aforward
approach. such clear floor space shall adjoin or overlap an accessible route and
shallextendintokneeandtoespaceunderneaththelavatory.
When sanitary accessories, towel, sanitary napkins, waste receptacles and other
similar dispensing and disposal fixtures are provided, at least one of eachtypeis
located 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 edgeoftoilet
seat 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 accessories
Accessories shall operate using single-hand, max. 5 lbs of force with no tight
grasping, 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 paper
flow 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 wall
adjacent 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 and
bathing facilities. The triangle symbol shall be an equilateral triangle 1/4 inch (6.4
mm) thick with edges 12 inches (305 mm) long and a vertex pointing upward. The
color of the triangle symbol shall contrast with the color of the door or surface on
which the triangle symbol is mounted, either light on a dark background or dark on
a light background
11B-703.7.2.6.2 - A circle symbol shall be located at entrances to women's toilet and
bathing 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 dark
background or dark on a light background
11B-703.7.2.6.3 - A circle symbol shall be located at entrances to women's toilet and
bathing 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 dark
background 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 adjacent
wall, 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. Persons
shall be able to approach within 3" of the sign without encountering protruding
objects or standing within the swing of the door.
Characters, symbols and their background shall have a nonglare finish. Characters
and symbols shall contrast with their background, either light on dark background or
dark on light background.
Raised characters shall be raised 1/32" min. and shall be sans serif upper case
characters accompanies by grade 2 braille.
Raised characters shall be a min. of 5/8" high and a max. of 2" high
Pictograms 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 adjacent
side wall. the minimum horizontal depth of all designated accessible lavatories shall
be 17" maximum and the vertical height of the rim or counter edge and shall not
exceed 34" above the finished floor. Knee clearance shall be provided in
accordance with 20/ADA1.0
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 material that extends upward onto the walls at least 5". walls within 2 feet
of the front and sides of urinals and water closets shall have a smooth, hard
nonabsorbent surface of portland cement, concrete, ceramic tile or other smooth,
nonabsorbent surface to a height of 4 feet, and except for structural elements, the
materialsusedinsuchwallsshallbeof a type that is not adversely affectedby
moisture.
Toilet room floors shall not slope more than 2% to drains, especially withinrequired
clear floor areas and along accessible routes - drains shall be flush to the finish floor
and grate opening shall be no wider than 1/2".
#
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DRAWN BY:
CHECKED BY:
APPROVED BY:
SCALE:
PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
AS NOTED
XXXSHEET NO.XXX
A-403
ACCESSIBLE RESTROOM
PLAN
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2024 JUN 25 PLAN CHECK #1
2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
02.01 (E) TOILET TO REMAIN
02.02 (E) SINK / COUNTER TO REMAIN
02.03 (E) SOAP DISPENSER TO REMAIN
02.04 (E) PAPER TOWEL DISPENSER TO REMAIN
09.04 APPLY FROSTED WINDOW FILM TO (E) WINDOW
09.05 COUNTERTOP TO ALLOW FOR 44" CLEARANCE PATH TO RESTROOM STALL
09.06 (E) WALL TILE TO REMAIN, PATCH AND REPAIR AS NECESSARY
12.08 (N) RESTROOM PARTITIONS
22.04 (N) URINAL
22.05 (E) TOILET RELOCATED
22.06 (E) FLOOR DRAIN
22.07 INSULATED PIPE PER PLUMBING
NOTE: RESTROOM ACCESSORIES TO BE NEW
A-9 BOBRICK B-6806X3636" GRAB BAR
A-8 BOBRICK B-270TRASH (WOMEN ONLY)
A-7 BOBRICK B-4288SURFACE MOUNTED DOUBLE ROLL TP
CONTURA SERIES
A-6 BOBRICK B-6806X4242" GRAB BAR
A-5 BOBRICK B-4221SURFACE MOUNTED SEAT COVER DISPENSER
CONTURA SERIES
A-4 BOBRICK B-76727HOOK
BOBRICK B-3803PAPER TOWEL RECEPTACLEA-3
BOBRICK B-4112SURFACE MOUNTED SOAP DISPENSER
CONTURA SERIES
A-2
NORTH WOMENS RESTROOM ELEVATION
Scale: 3/8" = 1'-0"12
10
"
FINISH FLOOR
CEILING
(E) ± 8'-0"
5'
-
1
0
"
6'
-
1
0
"
6'
-
8
"
09.06
12.08
34
"
M
A
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02.03
02.04
44
"
M
A
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48
"
M
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09.05
EAST WOMENS RESTROOM ELEVATION
Scale: 3/8" = 1'-0"13
FINISH FLOOR
CEILING
(E) MIRROR
09.06
02.02
34
"
M
A
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02.04
02.03
22.07
21"
SOUTH WOMENS RESTROOM ELEVATION
Scale: 3/8" = 1'-0"18
FINISH FLOOR
CEILING
3'-2"
EQ.EQ.
12.08
02.02
09.06
A-9
02.01
A-5
WEST WOMENS RESTROOM ELEVATION
Scale: 3/8" = 1'-0"20
FINISH FLOOR
CEILING09.04
8'-6"
5'-2"3'-4"
2'-9"
EQ.EQ.EQ.EQ.
12.08
(E)
WINDOW
WEST WOMENS RESTROOM STALL ELEVATION
Scale: 3/8" = 1'-0"15
FINISH FLOOR
CEILING
A-6
A-7
A-6
33
"
M
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/
3
6
"
M
A
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6"36" MIN
17" - 18"
12"
MIN
24" MIN
CLA-9
A-7
A-8 A-8
09.04
(E) TILE
(N) WALL TILE
TO MATCH (E)
12.08
02.01
15
"
M
I
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A-5 A-517"-18"
NORTH WOMENS RESTROOM STALL ELEVATION
Scale: 3/8" = 1'-0"17
42" MIN12"
MAX
54" MIN
A-6
33
"
M
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/
3
6
"
M
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19
"
M
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T
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A-7
A-8
FINISH FLOOR
CEILING12.08
09.06
02.02
34
"
M
A
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02.03
02.04
02.01
09.05
68 sq ft
D-
1
4
D-13
60
"
M
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60
"
M
I
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60
"
M
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A-402
14
18A-40217
A-403 13
18
15
RESTROOM ENLARGED FLOOR PLAN
Scale: 1/4" = 1'-0"
16
36
"
M
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6'-7"
6'
-
1
1
"
3'
-
5
"
5'
-
0
"
8'-0"
2'
-
0
"
6'-0"
22.06
22.06
22.05
22.04
MENS RESTROOM
JANITORS CLOSET
WOMENS RESTROOM
22.06
02.01
02.01
1'-6"
NOTES:
GENERAL:
-ALL NEW PARTITIONS AND
RESTROOM ACCESSORIES
THROUGHOUT.
-EXISTING WALL AND FLOOR
TILE TO BE PATCHED AND
REPAIRED AS NECESSARY.
Page 178 of 603
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"
MA
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SOLID SURFACE
COUNTERTOP.
BASE DRAWERS
ADA COMPLAINT
DRAWER
DRAWER
DRAWER
10"
MAX.
2'-0 1/2"
7"
M
A
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.
OPEN SHELF
COUNTER TOP TO CONTINUE
UP WALL FOR 3/4" BACKSPLASH
ADA COMPLIANT SINK
PER PLUMBING SHEETS
3/4" SOLID SURFACE
COUNTERTOP
DRAWER
HANDLE
BEYOND
3/4" WALNUT
LAMINATE
DRAWER
HANDLE
BEYOND
BASE CABINET BEYOND
27
"
M
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34
"
M
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.
9"
M
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8" MIN.
6" MIN.11" MIN.
1/4" LAMINATE TO
COVER BOTTOM
OF SINK
2'-0 1/2"
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PER ELEVATION
10"
MAX.
112"
112"
4"
OPEN SHELVES TO BE
SUPPORTED BY THE BACK
WALL AND SIDE
CABINETS. SHELF
SUPPORTS TO BE HIDDEN
FROM VIEW.
PROVIDE ACCESS
PANEL FOR P-TRAP
UNDER SINK, REFER
TO CPC 402.
FAUCET PER
PLUMBING SHEETS
PAPER TOWEL DISPENSER.
OBSTRUCTED HIGH SIDE
REACH RANGE IN
COMPLIANCE WITH
CBC 11B-308.3.2.
BUILT-IN CABINET DETAIL, TYP.
Scale: 1 1/2" = 1'-0"18 BREAK ROOM SINK SECTION DETAIL
Scale: 1 1/2" = 1'-0"19
35/8"METALSTUD@16"
O.C.
HEAD
CONNECTION,
SLOTTED TRACK,
TYP.1/4" GAP FILLED
WITH ACOUSTICAL
SEALANT, TYP.
PACK CAVITY WITH
ACOUSTICAL
INSULATION
SOUND ATTENUATION
INSULATION ABOVE
CEILING 4'-0" BOTH SIDES
OF PARTITION
CEILING RUNNER
SUSPENDED
ACOUSTIC CEILING
1/4" GAP FILLED
WITH ACOUSTICAL
SEALANT, TYP.
ELECTRICAL DEVICE
BOX. MOUNT
ADJOINING J-BOXES
IN SEPARATE STUD
CAVITIES
RESILIENT SEALANT
PADS BEHIND
ELECTRICAL DEVICE
BOX
1/4" GAP FILLED
WITH ACOUSTICAL
SEALANT, TYP.
31/2"ACOUSTICBATT
INSULATION
5/8" GYPSUM WALL
BOARD, EACH SIDE
B
(E) FLOOR
FLOOR TO SLAB ABOVE
3 5/8" MLT. STUD LATERAL
BRACING@8'-0"O.C.,
TYP. ATTACH TO TOP OF
TRACK AND ALTERNATE
THE DIRECTION OF
BRACING.
SOUND ATTENUATION
INSULATION ABOVE
CEILING 4'-0" BOTH SIDES
OF PARTITION
CEILING
RUNNER
SUSPENDED ACOUSTIC
CEILING.
35/8"METALSTUD
ACOUSTIC BATT
INSULATION
5/8" GYPSUM WALL
BOARD, EACH SIDE
FASTEN METAL RUNNER
TRACK TO (E) RAISED
FLOOR
ACOUSTICAL SEALANT
(E) FLOOR
A FLOOR TO 6" ABOVE CEILING
REGRESS AT GRID
LED LIGHT FIXTURE
8.
8
8
"
CEILING
TILE
15/16" OR 9/16" FLAT
TEE MAIN RUNNER
REQUIRED AT EDGE
DRYWALL
4"
4"0.5" - 0.88"
LINOLEUM PER FINISH FLOOR
PLAN
BLACK TRANSITION STRIP.
ALUMINUM OXIDE LAMINATE
WITH PVC CORE, ADA
COMPLIANT
CARPET TILES PER FINISH FLOOR
PLAN
PARTITION TYPE
Scale: 3" = 1'-0"16 PRIVACY PARTITION TYPE
Scale: 3" = 1'-0"17 LED WALL WASH PERIMETER LIGHT
Scale: 3" = 1'-0"20
FLOOR TRANSITION @ WALKWAY
Scale: 3" = 1'-0"15
STOREFRONT WALL
Scale: 3" = 1'-0"6
C FLOOR TO SLAB ABOVE
HEADER PER STRUCTURAL
DETAILS.
STOREFRONT FRAME
5/8" GYPSUM BOARD
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
MULLION BEYOND
SOUND ATTENUATION
INSULATION ABOVE
CEILING 4'-0" BOTH SIDES
OF PARTITION
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PLAN FILE NO. / LOCATION
studio 2G Architects, LLP
AS
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XXXSHEET NO.XXX
A-501
DETAILS
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2024 SEP 10
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BIDDING SET2025 JAN 21
Page 179 of 603
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XXXSHEET NO.XXX
A-601
DOOR SCHEDULE
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2024 SEP 10
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BIDDING SET2025 JAN 21
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
All exterior doors shall be solid core, and all interior doors shall be solid core unless noted otherwise.
All glazing in exterior doors shall be dual & tempered unless notes otherwise. All interior door glazing shall be single glaze and tempered.
Note: Verify all rough openings prior to framing openings with manufacturer.
All doors shall be in compliance with the required measures indicated in the Title 24 report.
A door may open at a landing that is not more than 8" lower than the floor level, provided the door does not swing over the landing. If the door does swing over the
landing, then the threshold shall not exceed 1/2"
All doors less than or equal to 7'-0" in height shall have (3) three butt hinges. All doors greater than 7'-0" in height shall have (4) four butt hinges.
All interior doors shall be wood solid core.
Verify with owner for door stop locations
Provide and install weatherstripping at all exterior doors.
Screens - verify finish and style w/ owner.
Except as indicated in Section 2406.3.1, each pane of safety glazing installed in
hazardous locations shall be identified by a manufacturer's designation
specifying who applied the designation, the manufacturer or installer andthe
safety glazing standard with which it complies, as well as the information
specified in Section 2403.1. The designation shall be acid etched, sand blasted,
ceramic fired, laser etched, embossed or of a type that once applied, cannot
be removed without being destroyed. A label meeting the requirements of this
section shall be permitted in lieu of the manufacturer's designation.
Mirrors and other glass panels mounted or hung on a surface that
provides a continuous backing support
Hazardous Locations 2022 CBC §2406.4
The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered
to be specific hazardous locations requiring safety glazing materials.
2406.4.1 Glazing in doors:
Glazing in all fixed and operable panels of swinging, sliding and bifold doors shall
be considered to be a hazardous location.
1. Glazed openings of a size through which a 3-inch-diameter (76 mm) sphere
is unable to pass.
2. Decorative glazing
3. Glazing materials used as curved glazed panels in revolving doors.
4. Commercial refrigerated cabinet glazed doors.
2406.4.2 Glazing Adjacent Doors: Glazing in an individual fixed or operable panel
adjacent to a door where the nearest vertical edge of the glazing is within a
24-inch (610 mm) arc of either vertical edge of the door in a closed position and
where the bottom exposed edge of the glazing is less than 60 inches (1524 mm)
above the walking surface shall be considered to be a hazardous location.
1. Decorative glazing
2. Where there is an intervening wall or other permanent barrier between the
door and glazing.
3. Where access through the door is to a closet or storage area 3 feet (914
mm) or less in depth. Glazing in this application shall comply with Section
2406.4.3.in depth.
4. Glazing in walls on the latch side of and perpendicular to the plane of the
door in a closed position in one- and two-family dwellings or within dwelling
units in Group R-2.
2406.4.3 Glazing in Windows: Glazing in an individual fixed or operable panel that
meets all of the following conditions shall be considered to be a hazardous
location:
a. Exposed area of an individual panel greater than 9 square feet.
b. The bottom edge of the glazing is less than 18 inches above the floor.
c. The top edge of the glazing is greater than 36 inches above the floor.
d. One or more walking surfaces are within 36 inches, measured horizontally
and in a straight line, of the plane of the glazing.
1. Decorative glazing.
2. Where a horizontal rail is installed on the accessible side(s) of the glazing 34
to 38 inches (864 to 965 mm) above the walking surface. The rail shall be
capable of withstanding a horizontal load of 50 pounds per linear foot (730
N/m) without contacting the glass and be not less than 11/2 inches (38 mm)
in cross-sectional height.
3. Outboard panes in insulating glass units or multiple glazing where the
bottom exposed edge of the glass is 25 feet (7620 mm) or more above any
grade, roof, walking surface or other horizontal or sloped (within 45 degrees
of horizontal) (0.79 rad) surface adjacent to the glass exterior.
2406.4.4 Glazing in Guards and Railings: Glazing in guards and railings, including
structural baluster panels and nonstructural in-fill panels, regardlessofareaor
height above a walking surface shall be considered to be a hazardous location.
Glazing that is more than 60 inches (1524 mm), measured horizontally and in
a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool or
swimming pool.
2406.4.6 Glazing Adjacent to Stairways and Ramps: Glazing where the bottom
exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of
the adjacent walking surface of stairways, landings between flights of stairs and
ramps shall be considered to be a hazardous location.
1.Thesideofastairway,landingorrampthathasaguardcomplyingwith
the provisions of Sections 1015 and 1607.9, and the plane of the glass is
greater than 18 inches (457 mm) from the railing.
2. Glazing 36 inches (914 mm) or more measured horizontally from the walking
surface.
2406.4.7 Glazing Adjacent to the Bottom Stairway Landing: Glazing adjacent to
the landing at the bottom of a stairway where the glazing is less than 60 inches
(1524 mm) above the landing and within a 60-inch (1524 mm) horizontal arc that
is less than 180 degrees (3.14 rad) from the bottom tread nosing shall be
consideredtobeahazardouslocation.
Glazing that is protected by a guard complying with Sections 1015 and 1607.9
where the plane of the glass is greater than 18 inches (457 mm) from the
guard.
2406.4.5 Glazing and Wet Surfaces: Glazing in walls, enclosures or fences
containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs,
showers and indoor or outdoor swimming pools where the bottom exposed edge
of the glazing is less than 60 inches (1524 mm) measured vertically above any
standing or walking surface shall be considered to be a hazardous location.This
shall apply to single glazing and all panes in multiple glazing.
Human Impact Loads 2022 CBC §2406.1
Individual glazed areas, including glass mirrors, in hazardous locationsasdefined
in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4.
See 2019 CBC §2406.2 and the associated tables for additional information.
1. For other than tempered glass, manufacturer's designations are not
required, provided that the building official approves the use of a certificate,
affidavit or other evidence confirming compliance with this code.
2. Tempered spandrel glass is permitted to be identified by the manufacturer
with a removable paper designation.
SWINGING GLASS DOOR HEADER
Scale: 3" = 1'-0"
12
DOOR FRAME
DOOR
LINOLEUM PER FINISH FLOOR
PLAN
BLACK TRANSITION STRIP.
ALUMINUM OXIDE LAMINATE
WITH PVC CORE, ADA
COMPLIANT
CARPET TILES PER FINISH FLOOR
PLAN
FLOOR TRANSITION @ DOORWAY
Scale: 3" = 1'-0"7 WOOD SOLID CORE SWINGING DOOR
Scale: 3" = 1'-0"
8
WALL AS SCHEDULED.
HEADER PER STRUCTURAL
DETAILS.
SOLID CORE WOOD
DOOR,
PER SCHEDULE.
5/8" GYPSUM BOARD
EACH SIDE.
HOLLOW METAL FRAME.
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
JAMB BEYOND.
WOOD SOLID CORE DOOR
Scale: 3" = 1'-0"
13
WALL AS SCHEDULED.
JAMB PER STRUCTURAL
DETAILS.
SOLID CORE WOOD
DOOR,
PER SCHEDULE.
5/8" GYPSUM BOARD
EACH SIDE.
HOLLOW METAL FRAME.
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
SWINGING GLASS DOOR JAMB, TYP.
Scale: 3" = 1'-0"
17
WALL AS SCHEDULED.
JAMB PER STRUCTURAL
DETAILS.
5/8" GYPSUM BOARD
TO WRAP AROUND
OPENING.
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
DOOR PER SCHEDULE.
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
FIXED PANEL.
WALL AS SCHEDULED.
HEADER PER
STRUCTURAL DETAILS.
DOOR PER SCHEDULE.
5/8" GYPSUM BOARD
TO WRAP AROUND
OPENING.
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
JAMB BEYOND.
2'11 3/4"6'11 7/8"Swing Simple 12/A-601 17/A-601 7/A-601 DHW - 2
NEW STOREFRONT WITH TEMPERED
GLASS PANELED DOOR. CONTRACTOR
TO CONFIRM DIMENSIONS ON SITE
PRIOR TO ORDERING.
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 3
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 5
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 5
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 5
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 5
6'0"7'0"Swing Bi-part 8/A-601 13/A-601 7/A-601 DHW - 1
INACTIVE LEAF WILL NOT CONTAIN
DOORKNOBS, PANIC BARS, OR
OPERATING HARDWARE. ACTIVE LEAF
TO HAVE FOB READER HARWARE
MATCHING (E) SYSTEM.
3'0"7'0"Cased
Opening 8/A-601 13/A-601 7/A-601
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 5
3'0"7'0"Swing Simple 12/A-601 17/A-601 7/A-601 DHW - 1
NEW STOREFRONT WITH TEMPERED
GLASS PANELED DOOR. CONTRACTOR
TO CONFIRM DIMENSIONS ON SITE
PRIOR TO ORDERING. DOOR TO HAVE
FOB READER HARWARE MATCHING (E)
SYSTEM.
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 5
4'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 3
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 1
DOOR TO HAVE FOB READER HARWARE
MATCHING (E) SYSTEM.
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 1
DOOR TO HAVE FOB READER HARWARE
MATCHING (E) SYSTEM.
3'0"7'0"Swing Simple 8/A-601 13/A-601 7/A-601 DHW - 1
DOOR TO HAVE FOB READER HARWARE
MATCHING (E) SYSTEM.
DOOR TYPES
Swing Simple
ALL NEW DOORS TO RECEIVE NEW SIGNAGE. REFER TO SHEET G-142
FOR SIGNAGE DETAILS.
---
ALL NEW DOORS TO RECEIVE NEW SIGNAGE. REFER TO SHEET G-142
FOR SIGNAGE DETAILS.
DOORS TO RECEIVE PRIVACY FILM PER SPECIFICATIONS 08 8000 TO
COVER ALL DOOR GLAZING.
Cased Opening
ALL NEW DOORS TO RECEIVE NEW SIGNAGE. REFER TO SHEET G-142
FOR SIGNAGE DETAILS.
Swing Simple
ALL NEW DOORS TO RECEIVE NEW SIGNAGE. REFER TO SHEET G-142
FOR SIGNAGE DETAILS.
DOORS TO RECEIVE PRIVACY FILM PER SPECIFICATIONS 08 8000 TO
COVER ALL DOOR GLAZING.
OPEN
Page 180 of 603
01 8'0"3'6"Fixed Glass 7'0"18/A-602 19/A-602 18/A-602
02 3'4"7'0"Fixed Glass 7'0"18/A-602 19/A-602 18/A-602
03 5'0"4'0"Fixed Glass 7'0"18/A-602 19/A-602 18/A-602
Fixed Glass
1.
2.
3.
4.
5.
6.
Refer to window types for designation of tempered glazing.
Rough opening sizes shall be verified with the window shop drawings prior to
construction.
All windows shall be in compliance with the required measures indicated in
the Title 24 report.
All glazing shall be dual glazed and clear. Verify with T24 for other required
glazing requirements.
All operable windows shall be provided with removable screens & double
weather stripping.
All windows & all interior finishes shall be verified w/ owner.
SL
O
C
i
t
y
H
a
l
l
T
I
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
XXXSHEET NO.XXX
A-602
WINDOW SCHEDULE
WI
N
D
O
W
S
C
H
E
D
U
L
E
AM
HG
JUNE 25 2024
2000114-02
03-31-2025
2024 FEB 12
50% DD
DATE ISSUE
SUBMITTALS & REVISIONS
PR
O
J
E
C
T
T
I
T
L
E
:
SH
E
E
T
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I
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E
:
2024 APR 08
90% CD
2024 JUN 25 PLAN CHECK #1
2024 SEP 10
PLAN CHECK #2
BIDDING SET2025 JAN 21
Except as indicated in Section 2406.3.1, each pane of safety glazing installed in
hazardous locations shall be identified by a manufacturer's designation
specifying who applied the designation, the manufacturer or installer andthe
safety glazing standard with which it complies, as well as the information
specified in Section 2403.1. The designation shall be acid etched, sand blasted,
ceramic fired, laser etched, embossed or of a type that once applied, cannot
be removed without being destroyed. A label meeting the requirements of this
section shall be permitted in lieu of the manufacturer's designation.
Mirrors and other glass panels mounted or hung on a surface that
provides a continuous backing support
Hazardous Locations 2022 CBC §2406.4
The locations specified in Sections 2406.4.1 through 2406.4.7 shall be considered
to be specific hazardous locations requiring safety glazing materials.
2406.4.1 Glazing in doors:
Glazing in all fixed and operable panels of swinging, sliding and bifold doors shall
be considered to be a hazardous location.
1. Glazed openings of a size through which a 3-inch-diameter (76 mm) sphere
is unable to pass.
2. Decorative glazing
3. Glazing materials used as curved glazed panels in revolving doors.
4. Commercial refrigerated cabinet glazed doors.
2406.4.2 Glazing Adjacent Doors: Glazing in an individual fixed or operable panel
adjacent to a door where the nearest vertical edge of the glazing is within a
24-inch (610 mm) arc of either vertical edge of the door in a closed position and
where the bottom exposed edge of the glazing is less than 60 inches (1524 mm)
above the walking surface shall be considered to be a hazardous location.
1. Decorative glazing
2. Where there is an intervening wall or other permanent barrier between the
door and glazing.
3. Where access through the door is to a closet or storage area 3 feet (914
mm) or less in depth. Glazing in this application shall comply with Section
2406.4.3.in depth.
4. Glazing in walls on the latch side of and perpendicular to the plane of the
door in a closed position in one- and two-family dwellings or within dwelling
units in Group R-2.
2406.4.3 Glazing in Windows: Glazing in an individual fixed or operable panel that
meets all of the following conditions shall be considered to be a hazardous
location:
a. Exposed area of an individual panel greater than 9 square feet.
b. The bottom edge of the glazing is less than 18 inches above the floor.
c. The top edge of the glazing is greater than 36 inches above the floor.
d. One or more walking surfaces are within 36 inches, measured horizontally
and in a straight line, of the plane of the glazing.
1. Decorative glazing.
2. Where a horizontal rail is installed on the accessible side(s) of the glazing 34
to 38 inches (864 to 965 mm) above the walking surface. The rail shall be
capable of withstanding a horizontal load of 50 pounds per linear foot (730
N/m) without contacting the glass and be not less than 11/2 inches (38 mm)
in cross-sectional height.
3. Outboard panes in insulating glass units or multiple glazing where the
bottom exposed edge of the glass is 25 feet (7620 mm) or more above any
grade, roof, walking surface or other horizontal or sloped (within 45 degrees
of horizontal) (0.79 rad) surface adjacent to the glass exterior.
2406.4.4 Glazing in Guards and Railings: Glazing in guards and railings, including
structural baluster panels and nonstructural in-fill panels, regardlessofareaor
height above a walking surface shall be considered to be a hazardous location.
Glazing that is more than 60 inches (1524 mm), measured horizontally and in
a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool or
swimming pool.
2406.4.6 Glazing Adjacent to Stairways and Ramps: Glazing where the bottom
exposed edge of the glazing is less than 60 inches (1524 mm) above the plane of
the adjacent walking surface of stairways, landings between flights of stairs and
ramps shall be considered to be a hazardous location.
1.Thesideofastairway,landingorrampthathasaguardcomplyingwith
the provisions of Sections 1015 and 1607.9, and the plane of the glass is
greater than 18 inches (457 mm) from the railing.
2. Glazing 36 inches (914 mm) or more measured horizontally from the walking
surface.
2406.4.7 Glazing Adjacent to the Bottom Stairway Landing: Glazing adjacent to
the landing at the bottom of a stairway where the glazing is less than 60 inches
(1524 mm) above the landing and within a 60-inch (1524 mm) horizontal arc that
is less than 180 degrees (3.14 rad) from the bottom tread nosing shall be
consideredtobeahazardouslocation.
Glazing that is protected by a guard complying with Sections 1015 and 1607.9
where the plane of the glass is greater than 18 inches (457 mm) from the
guard.
2406.4.5 Glazing and Wet Surfaces: Glazing in walls, enclosures or fences
containing or facing hot tubs, spas, whirlpools, saunas, steam rooms, bathtubs,
showers and indoor or outdoor swimming pools where the bottom exposed edge
of the glazing is less than 60 inches (1524 mm) measured vertically above any
standing or walking surface shall be considered to be a hazardous location.This
shall apply to single glazing and all panes in multiple glazing.
Human Impact Loads 2022 CBC §2406.1
Individual glazed areas, including glass mirrors, in hazardous locationsasdefined
in Section 2406.4 shall comply with Sections 2406.1.1 through 2406.1.4.
See 2019 CBC §2406.2 and the associated tables for additional information.
1. For other than tempered glass, manufacturer's designations are not
required, provided that the building official approves the use of a certificate,
affidavit or other evidence confirming compliance with this code.
2. Tempered spandrel glass is permitted to be identified by the manufacturer
with a removable paper designation.
WINDOW HEAD & SILL, TYP.
Scale: 3" = 1'-0"
18
WALL AS SCHEDULED.
HEADER PER STRUCTURAL
DETAILS.
SILL SUPPORT PER
STRUCTURAL DETAILS
WINDOW FRAME
WINDOW PER SCHEDULE.
5/8" GYPSUM BOARD
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
WINDOW JAMB, TYP.
Scale: 3" = 1'-0"
19
WALL AS SCHEDULED.
JAMB PER STRUCTURAL DETAILS.
WINDOW PER SCHEDULE.
5/8" GYPSUM BOARD
FASTEN PER
MANUFACTURER'S
REQUIREMENTS.
NOTE: FOR STOREFRONT GLAZING SIZES REFER TO ELEVATIONS ON A-212. CONTRACTOR TO FIELD VERIFY PRIOR TO ORDERING STOREFRONT.
Page 181 of 603
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CITY SPECIFICATION NO.
DATE:
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SHEET NO.
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STATE OF CA L I F O R N IA
M 33,682
EXP 6/30/25
HVAC LEGEND
HVAC ABBREVIATIONS
MECHANICAL-PLUMBING SHEET INDEX
PROJECT TEAM LIST
MECHANICAL GENERAL NOTES
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PLUMBING ABBREVIATIONS
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Page 188 of 603
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DATE:
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3 DIFFUSER CONNECTION 1 FLEXIBLE DUCT CONNECTION
4 ROUND VOLUME DAMPER
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AIR BALANCE TABLE
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Installation of switches, outlets and controls to reflect the accessibility
requirements of the 2013 accessibility codes
1. CBC 11B-308.1.1 Electrical controls and switches intended to be
used by the occupant of a room or area shall be located within the
allowable reach ranges. Low reach shall be measured from the bottom
of the outlet box and high reach is measured to the top of the outlet
box.
2. CBC 11B-308.1.2 Electrical receptacle outlets on branch circuits of
30 amperes or less and communication system receptacles shall be
located in the allowable reach range. Low reach shall be measured
from the bottom of the outlet box and high reach is measured to the
top of the outlet box.
3. CBC 11B-308.2.1 High forward reach that is unobstructed shall be
48 inches maximum and the low forward reach shall be 15 inches
minimum above finish floor or ground.
4. CBC 11B-308.2 Forward Reach Obstructed - Electrical receptacle
outlets shall be located no more than 44 inches measured from the
top of the receptacle outlet box when the obstruction is over 20” and
does not exceed 25”. When the depth is less than 20” height can be
increased to 48”. (desk counters)
5. CBC 11B-308.3 Side Reach Obstructed - Electrical receptacle outlets
shall be located no more than 46 inches measured from the top of the
receptacle outlet box when the obstruction is over 10” and does not
exceed 24”. When the depth is less than 10” height can be increased
to 48”.
6.Overhang light fixtures or wall fixtures projecting more than 4” from
the wall surface shall be a minimum of 80” above the walking surface.
E-100
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E-101
IN
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Page 196 of 603
114
FINANCE STORAGE
142 sq ft
STAIR
68 sq ft
STAIR
93 sq ft
120
FINANCE PRIVATE OFFICE
145 sq ft
102
SHARED HUDDLE ROOM
146 sq ft
106
IT PRIVATE OFFICE
135 sq ft
107
IT PRIVATE OFFICE
101 sq ft
109
IT STORAGE / TECH SPACE
450 sq ft 110
IT STORAGE
327 sq ft
111
SHARED KITCHEN
219 sq ft
116
IT SECURE OFFICES CIRC.
107 sq ft
119
TRANSFORMER VAULT
94 sq ft
117
SHARED OPEN OFFICE
72 sq ft
113
SHARED FOCUS ROOM
93 sq ft
122
MENS RESTROOM
124 sq ft
STORAGE
25 sq ft
SAFE
10 sq ft159
IT HELP DESK
111 sq ft PRINTER AREA
41 sq ft
IT - 2
38 sq ft
IT - 4
37 sq ft
IT - 6
38 sq ft
IT - 1
38 sq ft
IT - 3
37 sq ft
IT - 5
38 sq ft
IT - 7
38 sq ft
IT - 9
37 sq ft IT - 11
38 sq ft
IT - 8
38 sq ft
IT - 10
38 sq ft
FINANCE - 4
38 sq ft
FINANCE - 2
50 sq ft
FINANCE - 1
50 sq ft
FINANCE - 3
38 sq ft
FINANCE - 6
38 sq ft
FINANCE - 5
38 sq ft FINANCE - 8
38 sq ft
FINANCE - 12
38 sq ft
FINANCE - 10
38 sq ft
FINANCE - 7
38 sq ft
FINANCE - 11
38 sq ft
FINANCE - 9
38 sq ft
121
WOMENS RESTROOM
180 sq ft
IT - 17
49 sq ft
IT - 16
51 sq ft
IT - 15
44 sq ft
IT - 18
47 sq ft
IT - 19
45 sq ft
IT - 12
46 sq ft
IT - 13
44 sq ft IT - 14
44 sq ft
103
FINANCE PRIVATE OFFICE
142 sq ft
104
FINANCE PRIVATE OFFICE
142 sq ft
105
FINANCE PRIVATE OFFICE
146 sq ft
108
IT PRIVATE OFFICE
103 sq ft
118
FINANCE PRIVATE OFFICE
130 sq ft
101
SHARED CONFERENCE
447 sq ft
195
MAINTENENCE OFFICE
359 sq ft
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2025 JAN. 11 LIGHT
Page 198 of 603
FOR REFERENCE ONLYFOR REFERENCE ONLY
Page 199 of 603
Page 200 of 603
SPECIAL PROVISIONS
FOR
CITY OF SAN LUIS OBISPO
Finance and IT Office Tenant Improvements
Specification No. 2000114-02
February 2025
PUBLIC WORKS DEPARTMENT
ENGINEERING DIVISION
919 Palm Street
San Luis Obispo, CA 93401
(805) 781-7200
Page 201 of 603
Finance and IT Office Tenant Improvements
Specification No. 2000114-02
Approval Date: February 4, 2025
Page 202 of 603
TABLE OF CONTENTS
NOTICE TO BIDDERS ....................................................................................................... II
BID SUBMISSION ...................................................................................................................................... II
BID DOCUMENTS .................................................................................................................................... III
PROJECT INFORMATION ....................................................................................................................... III
QUALIFICATIONS ................................................................................................................................... IV
AWARD ..................................................................................................................................................... V
ACCOMMODATION ................................................................................................................................. VI
BID FORMS ........................................................................................................................ A
BID ITEM LIST FOR FINANCE AND IT OFFICE TENANT IMPROVEMENT, SPECIFICATION NO.
2000114-02 ............................................................................................................................................... A
LIST OF SUBCONTRACTORS ................................................................................................................ C
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT............................................................... D
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE ......................................................... D
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT.................................................................. D
LABOR CODE SECTION 1725.5 STATEMENTS .................................................................................... D
NON-COLLUSION DECLARATION........................................................................................................... F
BIDDER ACKNOWLEDGEMENTS........................................................................................................... G
QUALIFICATIONS .................................................................................................................................... H
ATTACH BIDDER'S BOND TO ACCOMPANY BID ................................................................................... I
SPECIAL PROVISIONS ..................................................................................................... 1
DIVISION I GENERAL PROVISIONS ........................................................................................................ 1
1 GENERAL............................................................................................................................................ 1
3 CONTRACT AWARD AND EXECUTION ........................................................................................... 1
4 SCOPE OF WORK .............................................................................................................................. 2
5 CONTROL OF WORK ......................................................................................................................... 2
6 CONTROL OF MATERIALS................................................................................................................ 2
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC........................................................ 3
8 PROSECUTION AND PROGRESS .................................................................................................... 3
9 PAYMENT ........................................................................................................................................... 4
DIVISION II GENERAL CONSTRUCTION ................................................................................................ 4
16 TEMPORARY FACILITIES................................................................................................................ 4
DIVISION XI MATERIALS .......................................................................................................................... 4
91 PAINT ................................................................................................................................................ 4
DIVISION XII BUILDING CONSTRUCTION .............................................................................................. 4
99 BUILDING CONSTRUCTION ........................................................................................................... 4
DIVISION XIII APPENDICES ..................................................................................................................... 5
APPENDIX A - FORM OF AGREEMENT.......................................................................... 0
APPENDIX B – TECHNICAL SPECIFICATIONS ............................................................. 3
Page 203 of 603
APPENDIX C – CITY HALL STAGING EXHIBIT .............................................................. 4
APPENDIX D – FURNITURE SCHEDULE ....................................................................... 5
APPENDIX E – ASBESTOS TESTING REPORT ............................................................. 6
APPENDIX F – MATERIAL BOARD .................................................................................. 7
Page 204 of 603
NOTICE TO BIDDERS
NOTICE TO BIDDERS
ii
NOTICE TO BIDDERS
BID SUBMISSION
Sealed bids will be received by the City of San Luis Obispo at the Public Works
Administration Office located at 919 Palm Street, San Luis Obispo, California 93401, until
11:00 a.m. on March 13, 2025
at which time they will be publicly opened and read aloud. Public bid opening may also
be viewed via Microsoft Teams video conference and conference call. Use the following
link:
https://teams.microsoft.com/l/meetup-
join/19%3ameeting_NmU1ZGE5ZmYtOGZmNS00MGMyLWJkMjgtYTk2MjMwZWI1Yzg
y%40thread.v2/0?context=%7b%22Tid%22%3a%22a78b182d -94e4-4507-a9a9-
330dcb148164%22%2c%22Oid%22%3a%2255684c81-fa0a-443f-b6a5-
1f55eacc1141%22%7d
or join by phone with this number: 1 (209) 645-4165 with Conference ID: 812 492 571 #
Submit bid in a sealed envelope plainly marked:
Finance and IT Office Tenant Improvements, Specification No. 2000114-02
Any bid received after the time and date specified will not be considered and will be
returned to the bidder unopened. Bids received by Fax or Email will not be considered.
By submission of bid you agree to comply with all instruction and requirements in this
notice and the contract documents.
All bids must be submitted on the Bid Item List form(s) provided and submitted with all
other Bid Forms included in these Special Provisions.
Each bid must be accompanied by either a:
1. certified check
2. cashier's check
3. bidder's bond
made payable to the City of San Luis Obispo for an amount equal to ten percent of the
bid amount as a guaranty. Guaranty will be forfeited to the City San Luis Obispo if the
bidder, to whom the contract is awarded, fails to enter into the contract.
The City of San Luis Obispo reserves the right to accept or reject any or all bids or waive
any informality in a bid.
All bids are to be compared based on the City Engineer's estimate of the quantities of
work to be done, as shown on the Bid Item List.
Page 205 of 603
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iii
Bids will only be accepted from bidders that are licensed in compliance with the provisions
of Chapter 9, Division III of Business and Professions Code.
The award of the contract, if awarded, will be to the lowest responsive bid submitted by a
responsible contractor whose bid complies with the requirements prescribed. If the
contract is awarded, the contract will be awarded within 60 calendar days after the
opening of the bids.
Failure to raise defects in the notice to bidders or bid forms prior to bid opening constitute
a waiver of those defects.
BID DOCUMENTS
A copy of the plans and special provisions may be downloaded, free of charge, from the
City’s website at:
www.slocity.org/government/department-directory/public-works/public-works-bids-
proposals
No printed copies are available for purchase at the City office.
Standard Specifications and Engineering Standards referenced in the Special Provisions
may be downloaded, free of charge, from the City’s website at:
www.slocity.org/government/department-directory/public-works/documents-online
You are responsible to obtain all issued addenda prior to bid opening. Addenda will be
available to download at the City’s website listed above or at the office of the City
Engineer.
Contact the project manager, Rebecca Cox at (805) 781-7003 or the Public Works
Department at (805) 781-7200 prior to bid opening to verify the number of addenda
issued.
PROJECT INFORMATION
In general, the project consists of remodeling and tenant improvement of the Finance and
IT interior office space located in the basement level of City Hall. In addition to
improvements of the restrooms and breakroom.
The project estimated construction cost is $1,254,000
Contract time is established as 90 working days.
The fixed liquidated damages amount is established at $500 per day for failure to
complete the work within the contract time.
Page 206 of 603
NOTICE TO BIDDERS
NOTICE TO BIDDERS
iv
In compliance with section 1773 of the Labor Code, the State of California Department of
Industrial Relations has established prevailing hourly wage rates for each type of
workman. Current wage rates may be obtained from the Division of Labor at:
https://www.dir.ca.gov/oprl/DPreWageDetermination.htm
This project is subject to compliance monitoring and enforcement by the Department of
Industrial Relations.
There will be a MANDATORY walkthrough on Thursday, February 13 at 10:00 a.m.
or 2:00 p.m. Contractors wishing to submit a bid proposal are required to attend and sign
in at the meeting. Bidders must meet City Staff at 990 Palm Street (City Hall , lower level)
in San Luis Obispo, California.
QUALIFICATIONS
You must possess a valid Class B Contractor's License at the time of the bid opening.
You and any subcontractors required to pay prevailing wage must be registered
with the Department of Industrial Relations pursuant to Section 1725.5 of the Labor
Code.
You must have experience constructing projects similar to the work specified for
this project. Provide three similar reference projects completed as either the prime
or subcontractor. All referenced projects must have been completed within the last
five years from this project’s bid opening date.
One of the three reference projects must have been completed under contract with
a city, county, state or federal government agency as the prime contractor.
Two of the referenced projects must be for tenant improvements of an office
building.
One of the referenced projects must be for office rehabilitation with electrical work
of an office building.
Failure to provide reference projects as specified in this section and as required on the
qualification form is cause to reject a bid as being non -responsive.
The City reserves the right to reject any bid based on non-responsiveness if a bidder fails
to provide a bid that complies with all bidding instructions.
The City reserves the right to reject a responsive bid based on the non -responsibility of
the bidder if the Director of Public Works or Designee finds, after providing notice and a
hearing to the bidder, that the bidder lacks the
1. knowledge
2. experience,
3. or is otherwise not responsible
Page 207 of 603
NOTICE TO BIDDERS
NOTICE TO BIDDERS
v
as defined in Section 3.24 of the San Luis Obispo Municipal Code to complete the project
in the best interest of the City.
Rejected bidders may appeal this determination. Appeal must comply with the
requirements in this Notice to Bidders.
It is the City of San Luis Obispo’s intent to award the contract to the lowest responsive
bid submitted by a responsible bidder. If in the bidder’s opinion the contract has been or
may be improperly awarded, the bidder may protest the contract award.
Protests must be filed no later than five working days after either:
1. bid opening date
2. notification of rejected bid.
Protest must be in writing and received by the project manager located at:
919 Palm Street
San Luis Obispo, CA 93401.
Valid protests must contain the following information:
1. the reasons for the protest
2. any supporting documentation
3. the ruling expected by the City to remedy the protest.
Any protest not containing all required information will be deemed invalid and rejected.
The City will consider additional documentation or other supporting information regarding
the protest if submitted in compliance to the specified time limits. Anything submitted after
the specified time limit will be rejected and not be considered.
The Director of Public Works or Designee may request additional information to be
submitted within three days of the request, unless otherwise specified, and will notify the
protester of ruling within ten days of determination.
If the protester is not satisfied with ruling, the protester may appeal the ruling to the City
Council in compliance with Chapter 1.20 of the City of San Luis Obispo Municipal Code.
Pursuant to the Public Records Act (Government Code, § 6250, et seq.), the City will
make public records available upon request.
AWARD
The lowest bidder will be determined using the TOTAL PROJECT BID.
As a condition to executing a contract with the City, two bonds each equal to one hundred
percent of the total contract price are required in compliance with Section 3-1.05 of the
Standard Specifications.
You may substitute securities for moneys withheld under the contract in compliance with
the provisions of the Public Contract Code, Section 10263.
Page 208 of 603
NOTICE TO BIDDERS
NOTICE TO BIDDERS
vi
ACCOMMODATION
If any accommodations are needed to participate in the bid process, please contact Allie
Genard at (805) 781-7200 or by Telecommunications Device for the Deaf at (805) 781 -
7107. Requests should be made as early as possible in the bidding process to allow time
for accommodation.
Page 209 of 603
BID FORMS
A
BID FORMS
All bid forms must be completed and submitted with your bid. Failure to submit these
forms and required bid bond is cause to reject the bid as nonresponsive. Staple all bid
forms together.
THE UNDERSIGNED, agrees that they have carefully examined:
1. the location of the proposed work
2. the plans and specifications
3. read the accompanying instructions to bidders
and propose to furnish all:
4. materials
5. labor
to complete all the required work satisfactorily in compliance with
6. plans
7. specifications
8. special provisions
for the prices set forth in the bid item list:
BID ITEM LIST FOR FINANCE AND IT OFFICE TENANT IMPROVEMENT,
SPECIFICATION NO. 2000114-02
Item Item Unit of Estimated Item Price Total
No. SS(1) Description Measure Quantity (in figures) (in figures)
1 99 Demolition Offices LS 1 ----
2 99 Office Rehabilitation LS 1 ----
3 99 Demolition Breakroom LS 1 ----
4 99 Breakroom Rehabilitation LS 1 ----
5 99 Demolition Restroom LS 1 ----
6 99 Restroom Rehabilitation LS 1 ----
7 91, 99 Painting LS 1 ----
8 99 Disassembly of Existing
Furniture LS 1 ----
9 99 Assembly of Existing Bases to
New Worksurfaces LS 1 ----
10
(S) 99 Furniture Purchase and
Installation LS 1 ----
11
(S) 99 Electrical and Communication
Improvements LS 1 ----
12 99 Construction Fencing LS 1 ----
13 99 Fire Protection LS 1 ----
Bid Total $
Company Name:
(1) refers to section in the Standard Specifications, with modifications in the Special Provisions, that describe required
work.
Page 210 of 603
BID FORMS
BID FORMS
B
(S) Specialty item per Section 5-1.13A SUBCONTRACTING, General of the Standard Specifications
Page 211 of 603
BID FORMS
BID FORMS
C
LIST OF SUBCONTRACTORS
Pursuant to Section 4100 of the Public Contracts Code and section 2 -1.33C of the
standard specifications, the Bidder is required to furnish the following information for each
Subcontractor performing more than 1/2 percent (0.5%) of the total base bid. Do not list
alternative subcontractors for the same work. Subcontracting must not tot al more than
fifty percent (50%) of the submitted bid except as allowed in section 5 -1.13 of the standard
specifications.
For Streets & Highways projects, subcontractors performing less than ten thousand dollars
($10,000) worth of work need not be mentioned. Subcontractors required to pay
prevailing wage, must be registered with the Department of Industrial Relations
pursuant to Labor Code section 1725.5 to be listed.
NOTE: If there are no subcontractors, write “NONE” and submit with bid.
Name Under Which
Subcontractor is Licensed License Number
DIR Public
Works
Registration
Number
Address and Phone
Number of Office, Mill or
Shop
Specific
Description of
Subcontract
% of
Total
Base
Bid
Attach additional sheets as needed.
Page 212 of 603
BID FORMS
BID FORMS
D
PUBLIC CONTRACT CODE SECTION 10285.1 STATEMENT
In compliance with Public Contract Code Section 10285.1 (Chapter 376, Stats. 1985), the
bidder hereby declares under penalty of perjury under the laws of the State of California
that the bidder, or any subcontractor to be engaged by the bidder, has ____, has not
____ been convicted within the preceding three years of any offenses referred to in that
section, including any charge of fraud, bribery, collusion, conspiracy, or any other act in
violation of any state or federal antitrust law in connection with the bidding upon, award
of, or performance of, any public works contract, as defined in Public Contract Code
Section 1101, with any public entity, as defined in Public Contract Code Section 1100,
including the Regents of the University of California or the Trustees of t he California State
University. The term "bidder" is understood to include any partner, member, officer,
director, responsible managing officer, or responsible managing employee thereof, as
referred to in Section 10285.1.
NOTE: The bidder must place a check mark after "has" or "has not" in one of the blank
spaces provided. The above Statement is part of the Bid. Signing this Bid on the signature
portion constitute signature of this Statement. Bidders are cautioned that making a false
certification may subject the certifier to criminal prosecution.
PUBLIC CONTRACT CODE SECTION 10162 QUESTIONNAIRE
In compliance with Public Contract Code Section 10162, the Bidder must complete, under
penalty of perjury, the following questionnaire:
Has the bidder, any officer of the bidder, or any employee of the bidder who has a
proprietary interest in the bidder, ever been disqualified, removed, or otherwise prevented
from bidding on, or completing a federal, state, or local government project beca use of a
violation of law or a safety regulation?
Yes No
If the answer is yes, attach a letter explaining the circumstances
PUBLIC CONTRACT CODE SECTION 10232 STATEMENT
In compliance with Public Contract Code Section 10232, you hereby state under penalty of
perjury, that no more than one final unappealable finding of contempt of court by a federal
court has been issued against you within the immediately preceding two-year period
because of your failure to comply with an order of a federal court which orders you to comply
with an order of the National Labor Relations Board.
LABOR CODE SECTION 1725.5 STATEMENTS
The bidder has delinquent liability to an employee or the state for any assessment of back
wages or related damages, interest, fines, or penalties pursuant to any final judgment,
order, or determination by a court or any federal, state, or local administrative agency,
including a confirmed arbitration award. Any judgment, order, or determination that is
under appeal is excluded, provided that the contractor has secured the payment of any
amount eventually found due through a bond or other appropriate means.
Page 213 of 603
BID FORMS
BID FORMS
E
Yes No
The bidder is currently debarred under Section 1777.1 or under any other federal or state
law providing for the debarment of contractors from public works.
Yes No
NOTE: The above Statements and Questionnaire are part of the Bid. Signing this Bid on
the signature portion constitute signature of this Statement and Questionnaire. Bidders are
cautioned that making a false certification may subject the certifier to criminal prosecution.
Page 214 of 603
BID FORMS
BID FORMS
F
NON-COLLUSION DECLARATION
I, , declare that
I am of ,
the party making the foregoing bid that the bid is not made in the interest of, or on behalf
of, any undisclosed person, partnership, company, association, organization, or
corporation; that the bid is genuine and not collusive or sham; that the bidder has not
directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and
has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or
anyone else to put in a sham bid, or that anyone refrained from bidding; that the bidder has
not in any manner, directly or indirectly, sought by agreement, communication, or
conference with anyone to fix the bid price of the bidder or any other bidder, or to fix any
overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure
any advantage against the public body awarding the contract of anyone interested in the
proposed contract; that all statements contained in the bid are true; and, further, that the
bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof,
or the contents thereof, or divulged information or data relative thereto, or paid, and will not
pay, any fee to any corporation, partnership, company association, organization, bid
depository, or to any member or agent thereof to effectuate a collusive or sham bid.
Executed on , 20 , in __
I declare under penalty of perjury under the laws of the State of California that the foregoing
is true and correct.
(Signature and Title of Declarant)
(SEAL)
Subscribed and sworn to before me
this _______day of _________, 20_____
Notary Public
Company Name:____________________
Page 215 of 603
BID FORMS
BID FORMS
G
BIDDER ACKNOWLEDGEMENTS
By signing below, the bidder acknowledges and confirms that this bid is based on the information contained
in all contract documents, including the notice to bidders, plans, specifications, special provisions, and
addendum number(s) . (Note: You are responsible to verify the number of
addenda prior to the bid opening.)
The undersigned further agrees that in case of default in executing the required contract, with necessary
bonds, within eight days, (not including Saturdays, Sundays, and legal holidays), after having received a
mailed notice that the contract is ready for signature, the proceeds of the check or bond accompanying his
bid will become the property of the City of San Luis Obispo.
Licensed in accordance with an act providing for the registration of contractors, License No. , Expiration
Date .
The above statement is made under penalty of perjury, and any bid not containing this information "will be
considered non-responsive and will be rejected” by the City.
Signature of Bidder
(Print Name and Title of Bidder)
DIR– Public Works
Registration No:
Business Name (DBA):
Owner/Legal Name:
Indicate One: Sole-proprietor Partnership Corporation
List Partners/Corporate Officers:
Name Title
Name Title
Name Title
Business Address
Street Address
Mailing Address
City, State, Zip Code
Phone Number
Fax Number
Email Address
Date
Page 216 of 603
BID FORMS
BID FORMS
H
QUALIFICATIONS
Failure to furnish complete reference information ON THIS FORM, as specified in this
project’s Notice to Bidders and indicated below, is cause to reject the bid. Additional
information may be attached but is not a substitute for this form.
Reference Number 1
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include tenant
improvements of an office building?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 2
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include tenant
improvements of an office building?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Reference Number 3
Customer Name & Contact Individual
Telephone & Email
Project Name (Site Address):
Did this project include tenant
improvements with electrical work of
an office building?
Yes □ No □
Describe the services provided and how this project is similar to
that which is being bid:
Date project completed:
Was this contract for a public agency?
Yes □ No □
Page 217 of 603
BID FORMS
BID FORMS
I
ATTACH BIDDER'S BOND TO ACCOMPANY BID
Know all men by these presents:
That we ____________________________________________, AS PRINCIPAL, and
_______________________________________________________, AS SURETY, are held and firmly
bound unto the City of San Luis Obispo in the sum of:
____________________________________________________ Dollars (_____________) to be paid to
said City or its certain attorney, its successors and assigns; for which payment, well and truly to be made, we
bind ourselves, our heirs, executors and administrators, successors or assigns, jointly and severally, firmly by
these presents:
THE CONDITION OF THIS OBLIGATION IS SUCH, that if the certain bid of the above
bounden ______________________________________________________________________
to construct ___________________________________________________________________
(insert name of street and limits to be improved or project)
dated _____________________ is accepted by the City of San Luis Obispo, and if the above
bounden _______________________________________________________, his heirs, executors,
administrators, successors, and assigns shall duly enter into and execute a contract for such construction and
shall execute and deliver the two bonds described within ten (10) days (not including Saturdays, Sundays, or
legal holidays) after the above bounden,
______________________________________________________, has received notice by and from the
said City of San Luis Obispo that said contract is ready for execution, then this obligation shall become null
and void; otherwise, it shall be and remain in full force and virtue.
IN WITNESS WHEREOF, we hereunto set our hands and seals this ___ day of ______, 20____.
Bidder Principal:
Signature Date
Title:
Surety:
Bidder's signature is not required to be notarized. Surety's signature must be notarized.
Equivalent form may be substituted
(Rev. 6-30-14)
Page 218 of 603
SPECIAL PROVISIONS
1
SPECIAL PROVISIONS
ORGANIZATION
Special provisions are under headings that correspond with the main section heading of
the Standard Specifications. Each special provision begins with a revision clause that
describes or introduces a revision to the Standard Specifications. Any paragraph added
or deleted by a revision clause does not change the paragraph number of the Standard
Specifications for any other reference to a paragraph of the Standard Specifications .
DIVISION I GENERAL PROVISIONS
1 GENERAL
Add to Section 1-1.01 GENERAL:
The work must be done in compliance with the City of San Luis Obispo, Department of
Public Works:
1. Finance and IT Office Tenant Improvement, Specification No. 200014-02 Special
Provisions
2. City of San Luis Obispo Standard Specifications and Engineering Standards –
2020 edition
3. State of California, Department of Transportation Standard Specifications and
Standard Plans – 2015 edition
In case of conflict between documents, governing ranking must comply with section 5 -
1.02 of the City of San Luis Obispo’s Standard Specifications. All work must conform to
these Special Provisions and appendices, project plans, and the most current Building
Codes. In the event of a conflict, the more stringent requirement shall apply.
Failure to comply with the provisions of these sections is a material breach of contract:
1. Sections 5 through 8 of the Standard Specifications
2. Section 12 through 15 of the Standard Specifications
3. Section 77-1 of the Standard Specifications
4. Section 81 of the Standard Specifications
5. authorized working hours
6. OSHA compliance
3 CONTRACT AWARD AND EXECUTION
Add Section 3-1.18B CONTRACT EXECUTION, Building Permit:
The contractor must obtain a no-fee building permit from the Community Development
Department. All requirements of the building permit shall be applied to the project. The
contractor is responsible for coordinating inspection with the building division for the
project. Request for inspection must be scheduled 72 hours in advance of the required
inspection.
Prior to project construction, the Contractor must completely fill out the Construction &
Demolition Recycling Plan and Disposal Report, found on the City’s website:
Page 219 of 603
SPECIAL PROVISIONS
SPECIAL PROVISIONS
2
https://forms.slocity.org/Forms/recyclingplan, to obtain a Building Permit. Demolition
Recycling Plan and Disposal Report must be turned in to Utilities Department located at
879 Morro Street, San Luis Obispo, CA 93401 for review and approval.
Upon completion of the project, the Contractor must submit waste receipts and final
permit (see page two of the Construction & Demolition Recycling P lan and Disposal
Report), to 879 Morro for sign off.
4 SCOPE OF WORK
Add to Section 4-1.03 WORK DESCRIPTION:
Comply with the provisions of Sections 91 and 99 for general, material, construction, and
payment specifics. Refer to these Special Provisions including Appendix B Supplemental
Technical Specifications for modifications to the above Sections.
5 CONTROL OF WORK
Add to Section 5-1.01 GENERAL:
Work hours are restricted to 7:00 a.m. to 4:00 p.m. Monday through Friday.
The Contractor is required to supply a weather safe storage area for all furniture to be
reused. All equipment and materials shall be stored within the identified area on the
staging exhibit reference Appendix C.
City Hall is a highly used public facility. Contractor must ensure that operations do not
interfere with public services and work activity outside of the project limits. Contractor
shall clean and sweep work site, staging areas, and public walkways at the end of each
day.
City staff will vacate the immediate construction area during construction. Office suites in
the building outside the project limits of construction will remain in operation.
Construction equipment will be allowed to be kept on -site after hours and over weekends
provided it is fully contained within the fenced and secured worksite and is not accessible
to the public.
Add to Section 5-1.32 AREAS FOR USE:
Contractor will be allowed to use the lower-level City Hall entryway for staging of
equipment and materials and 7 parking spaces within the City Hall parking lot during the
project reference Appendix C: City Hall Staging Exhibit.
Access to City Hall must be maintained clear, open, and safe at all times.
6 CONTROL OF MATERIALS
Add Section 6-1.06 CONTRACTOR FURNISHED MATERIALS
Page 220 of 603
SPECIAL PROVISIONS
SPECIAL PROVISIONS
3
The Contractor shall make arrangements and provide for adequate portable toilet facilities
at the site. The Contractor shall maintain sanitary facilities until completion of work at
which time the facilities will be removed from the site and premises disinfected.
The Contractor shall protect all materials and equipment stored onsite from any damage
or deterioration until it is ready for installation. The City shall not be held liable for any
damage to the material that may occur on site.
7 LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC
Add to Section 7-1.03B PUBLIC CONVENIENCE, Traffic Control Plan
Provide traffic control plan and traffic control application at or before the preconstruction
meeting. Traffic control plan must be drawn to scale. Traffic control application may be
obtained on the City’s website:
www.slocity.org/government/department-directory/public-works/documents-
online/construction-documents
Upon approval of the traffic control plan, the City will issue a no -fee Encroachment Permit.
Permittee is responsible to comply with all conditio ns of the traffic control plan. Complete
work using due diligence to restore free flowing of traffic.
Add to Section 7-1.04 PUBLIC SAFETY:
Contractor understands that the work to be done under this contract is located in a highly
used public facility. Contractor will make every effort and will be responsible to protect the
City Hall users from the construction site including staging areas and a ccess route from
the parking lot.
Contractor to submit staging plan for approval. The plan must identify the path to
construction work that will minimize site disturbance.
Contractor must provide a rigid 6’ (minimum) chain link or other rigid work site fence
surrounding the work site (including any staging and storage areas) and provide other
such safeguards and facilities to keep City Hall users from entering a construction area.
Contractor must control and maintain City Hall access and vehicular traffic in a safe
manner around the work site at all times. Contractor must leave work site clean and free
from hazards at the end of each day and on weekends. Walkways must be swept daily.
All tools, forms, hardware, paint cans, building materials and/or other items that could be
a potential hazard to City Hall users must be removed from the work site at the end of
each day. Coordinate work-site fence with staging as specified in Section 5 -1.32, “Area
of Use,” of these special provisions.
8 PROSECUTION AND PROGRESS
Replace the 1st paragraph in Section 8-1.02A SCHEDULE, General with:
Provide a Level 1 schedule for this work.
Page 221 of 603
SPECIAL PROVISIONS
SPECIAL PROVISIONS
4
Add to Section 8-1.03 PRESONSTRUCTION CONFERENCE:
14. Schedule of Values for all lump sum bid items
15. Contractor shall provide a Construction and Demolition Recycling Waste Plan which
must be submitted at or before preconstruction conference.
Add to Section 8-1.05 TIME
The time required for material procurement is not included in the contract time. Work will
not commence until a Construction and Demolition Recycling Plan is approved.
9 PAYMENT
Add to Section 9-1.01 GENERAL:
Work as specified in these specifications and as shown on the Plans for which no
separate payment is provided for in the Bid Item List will be considered a subsidiary
obligation of the Contractor and the cost thereof shall be included in the applicable
Contract prices for the item to which the work applies.
Add to Section 9-1.02A MEASUREMENT, General with:
Contractor must submit a Schedule of Values for all lump sum bid items of work. The
schedule of values must be submitted at the preconstruction conference. The schedule
of values for each lump sum item must equal the total bid price for the item.
Add to Section 9-1.03 PAYMENT SCOPE with:
Any item of work that does not have separate bid item is considered included in the project
cost of work and no additional compensation will be paid.
DIVISION II GENERAL CONSTRUCTION
16 TEMPORARY FACILITIES
The contractor shall provide and maintain service of portable restroom for the entire
duration of construction. Portable restroom must be locked at end of each day.
DIVISION XI MATERIALS
91 PAINT
Add Section 91-1.01 GENERAL:
Contractor must provide 1 gallon of each paint color used during the project for building
maintenance staff. Cost for paint provided for building maintenance staff shall be included
in the price of the Finance and IT tenant improvement Lump Sum bid item.
DIVISION XII BUILDING CONSTRUCTION
99 BUILDING CONSTRUCTION
Add Section 99-1.01 GENERAL:
See Appendix C: Technical Specifications.
See Appendix D: Furniture Schedule.
Add Section 99-1.02 GENERAL:
Page 222 of 603
SPECIAL PROVISIONS
SPECIAL PROVISIONS
5
Existing workstations shall be disassembled, stored, and reassembled per the furniture
schedule. All work must be completed by an experienced furniture installation company
similar to Furniture Installation Team.
Contractor shall order all specified furniture items as detailed in the provided furniture
scheduled (Appendix D). Coordinate with the City Inspector to confirm lead times and
delivery schedules. All items shall be properly protected from delivery to installation. The
contractor must ensure that all furniture items are free of defects and properly assembled
and installed. This includes but is not limited to, workstations, desks, chairs, conference
tables, filling cabinets and any other specified furniture items in the furniture schedule.
DIVISION XIII APPENDICES
Add Section 100-1.01 APPENDICES
Refer to Appendix A: Form of Agreement
Refer to Appendix B: Technical Specifications
Refer to Appendix C: City Hall Staging Exhibit
Refer to Appendix D: Furniture Schedule
Refer to Appendix E: Asbestos Testing Report
Refer to Appendix F: Material Board
Page 223 of 603
APPENDIX
APPENDIX
0
APPENDIX A - FORM OF AGREEMENT
THIS AGREEMENT, made on _____________, by and between the City of San Luis
Obispo, a municipal corporation and charter city, San Luis Obispo County, California
(hereinafter called the Owner) and COMPANY NAME (hereinafter called the Contractor).
WITNESSETH:
That the Owner and the Contractor for the consideration stated herein agree as follows:
ARTICLE 1, SCOPE OF WORK: The Contractor shall perform everything required to be
performed, shall provide and furnish all of the labor, materials, necessary tools,
expendable equipment, and all utility and transportation services required to complete all
the work of construction of
NAME OF PROJECT, SPEC NO.
in strict compliance with the plans and specifications therefor, including any and all
Addenda, adopted by the Owner, in strict compliance with the Contract Documents
hereinafter enumerated.
It is agreed that said labor, materials, tools, equipment, and services shall be furnished and
said work performed and completed under the direction and supervision and subject to the
approval of the Owner or its authorized representatives.
ARTICLE II, CONTRACT PRICE: The Owner shall pay the Contractor as full consideration
for the faithful performance of this Contract, subject to any additions or deductions as
provided in the Contract Documents, the contract prices as follows:
Item
No.
Item Unit of
Measure
Estimated
Quantity
Item Price
(in figures)
Total
(in figures)
1.
2.
3.
BID TOTAL: $ .00
Payments are to be made to the Contractor in compliance with and subject to the provisions
embodied in the documents made a part of this Contract.
Should any dispute arise respecting the true value of any work omitted, or of any extra work
which the Contractor may be required to do, or respecting the size of any payment to the
Contractor, during the performance of this Contract, said dispute shall be decided by the
Owner and its decision shall be final, and conclusive.
Page 224 of 603
APPENDIX
APPENDIX
1
ARTICLE III, COMPONENT PARTS OF THIS CONTRACT: The Contract consists of the
following documents, all of which are as fully a part thereof as if herein set out in full, and if
not attached, as if hereto attached:
1. Notice to Bidders and Information for Bidders
2. Standard Specifications and Engineering Standards
3. Special Provisions, any Addenda, Plans and Contract Change Orders
4. Caltrans Standard Specifications and Standard Plans 2015
5. Accepted Bid and Bid Bond
6. List of Subcontractors
7. Public Contract Code Sections 10285.1 Statement
8. Public Contract Code Section 10162 Questionnaire
9. Public Contract Code Section 10232 Statement
10. Labor Code Section 1725.5 Statements
11. Bidder Acknowledgements
12. Qualifications
13. Non-collusion Declaration
14. Agreement and Bonds
15. Insurance Requirements and Forms
ARTICLE IV INDEMNIFICATION: The Contractor shall indemnify, defend with legal
counsel approved by City, and hold harmless City, its officers, officials, employees and
volunteers from and against all liability, loss, damage, expense, cost (including without
limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation) of every nature arising out of or in connection with the Contractor’s negligence,
recklessness or willful misconduct in the performance of work hereunder or its failure to
comply with any of its obligations contained in this Agreement, except such loss or damage
which is caused by the sole or active negligence or willful misconduct of the City. Should
conflict of interest principles preclude a single legal counsel from representing both the City
and the Contractor, or should the City otherwise find the Contractor’s legal counsel
unacceptable, then the Contractor shall reimburse the City its costs of defense, including
without limitation reasonable legal counsel fees, expert fees and all other costs and fees of
litigation. The Contractor shall promptly pay any final judgment rendered against the City
(and its officers, officials, employees and volunteers) with respect to claims determined by
a trier of fact to have been the result of the Contractor’s negligent, reckless or wrongful
performance. It is expressly understood and agreed that the foregoing provisions are
intended to be as broad and inclusive as is permitted by the law of the State of California
and will survive termination of this Agreement.
The Contractor obligations under this section apply regardless of whether such claim,
charge, damage, demand, action, proceeding, loss, stop notice, cost, expense, judgment,
civil fine or penalty, or liability was caused in part or contributed to by an Indemnitee.
However, without affecting the rights of the City under any provision of this agreement, the
Contractor shall not be required to indemnify and hold harmless the City for liability
attributable to the active negligence of City, provided such active negligence is determined
by agreement between the parties or by the findings of a court of competent jurisdiction. In
instances where the City is shown to have been actively negligent and where the City’s
active negligence accounts for only a percentage of the liability involved, the obligation of
Page 225 of 603
APPENDIX
APPENDIX
2
the Contractor will be for that entire portion or percentage of liability not attributable to the
active negligence of the City.
ARTICLE V. It is further expressly agreed by and between the parties hereto that should
there be any conflict between the terms of this instrument and the bid of said Contractor,
then this instrument shall control and nothing herein shall be considered as an acceptance
of the said terms of said bid conflicting herewith.
IN WITNESS WHEREOF, the parties to these presents have hereunto set their hands this
year and date first above written.
CITY OF SAN LUIS OBISPO
A Municipal Corporation
__________________________________
Whitney McDonald, City Manager
APPROVED AS TO FORM CONTRACTOR:
Name of Company
________________________________
By:________________________________
J. Christine Dietrick
City Attorney
Name of CAO/President
Its: CAO/PRESIDENT
(2nd signature required if Corporation):
By:________________________________
Name of Corporate Officer
Its: ____________________
Page 226 of 603
APPENDIX
APPENDIX
3
APPENDIX B – TECHNICAL SPECIFICATIONS
Page 227 of 603
SLO City Hall
990 Palm Street,San Luis Obispo,CA
San Luis Obispo,California 93401
Page 228 of 603
Table of Contents Generated by SpecBuilder: 7/8/2024
Division Section Title Pages
SPECIFICATIONS GROUP
Facility Construction Subgroup
DIVISION 01 - GENERAL REQUIREMENTS
SPECIAL PROVISIONS 31
DIVISION 02 - EXISTING CONDITIONS
024119 SELECTIVE DEMOLITION 4
DIVISION 05 - METALS
054000 COLD-FORMED METAL FRAMING 5
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
066116 SOLID SURFACING FABRICATIONS 6
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
079200 JOINT SEALANTS 4
DIVISION 08 - OPENINGS
081213 HOLLOW METAL FRAMES 5
081416 FLUSH WOOD DOORS 6
084313 ALUMINUM-FRAMED STOREFRONTS 3
085313 VINYL WINDOWS 3
Page 229 of 603
087100 DOOR HARDWARE 4
088000 GLAZING 4
DIVISION 09 - FINISHES
092900 GYPSUM BOARD 6
093013 CERAMIC TILING 4
095123 ACOUSTICAL TILE CEILINGS 3
096513 RESILIENT BASE AND ACCESSORIES 6
096513.36 RESILIENT CARPET TRANSITIONS 4
096813 TILE CARPETING 5
099123 INTERIOR PAINTING 3
DIVISION 10 - SPECIALTIES
101423.16 ROOM-IDENTIFICATION PANEL SIGNAGE 3
102113 TOILET COMPARTMENTS 6
102800 TOILET, BATH, AND LAUNDRY ACCESSORIES 2
DIVISION 12 - FURNISHINGS
123216 MANUFACTURED PLASTIC-LAMINATE CLAD SHELVING 3
123500 MANUFACTURED CASEWORK 4
123661.19 QUARTZ AGGLOMERATE COUNTERTOPS 2
125913 PANEL-HUNG COMPONENT SYSTEM FURNITURE 9
END OF TABLE OF CONTENTS
Page 230 of 603
SLO City Hall SECTION 024119 -
SELECTIVE DEMOLITION
SECTION 024119 -SELECTIVE DEMOLITION
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Demolition and removal of selected portions of building or structure.
1.2 MATERIALS OWNERSHIP
A.Unless otherwise indicated,demolition waste becomes property of Contractor.
1.3 FIELD CONDITIONS
A.Owner will occupy portions of building immediately adjacent to selective demolition area.
Conduct selective demolition so Owner's operations will not be disrupted.
B.Conditions existing at time of inspection for bidding purpose will be maintained by Owner as
far as practical.
1.Before selective demolition,Owner will remove the following items:
a.<Insert items to be removed by Owner>.
C.Notify Architect of discrepancies between existing conditions and Drawings before proceeding
with selective demolition.
D.Storage or sale of removed items or materials on-site is not permitted.
E.Utility Service:Maintain existing utilities indicated to remain in service and protect them
against damage during selective demolition operations.
1.Maintain fire-protection facilities in service during selective demolition operations.
F.Arrange selective demolition schedule so as not to interfere with Owner's operations.
PART 2 -PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A.Regulatory Requirements:Comply with governing EPA notification regulations before
beginning selective demolition.Comply with hauling and disposal regulations of authorities
having jurisdiction.
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SLO City Hall SECTION 024119 -
SELECTIVE DEMOLITION
B.Standards:Comply with ANSI/ASSP A10.6 and NFPA 241.
PART 3 -EXECUTION
3.1 EXAMINATION
A.Verify that utilities have been disconnected and capped before starting selective demolition
operations.
3.2 UTILITY SERVICES AND MECHANICAL/ELECTRICAL SYSTEMS
A.Existing Services/Systems to Remain:Maintain services/systems indicated to remain and
protect them against damage.
B.Existing Services/Systems to Be Removed,Relocated,or Abandoned:Locate,identify,
disconnect,and seal or cap off utility services and mechanical/electrical systems serving areas
to be selectively demolished.
1.Owner will arrange to shut off indicated services/systems when requested by Contractor.
2.Arrange to shut off utilities with utility companies.
3.If services/systems are required to be removed,relocated,or abandoned,provide
temporary services/systems that bypass area of selective demolition and that maintain
continuity of services/systems to other parts of building.
4.Disconnect,demolish,and remove fire-suppression systems,plumbing,and HVAC
systems,equipment,and components indicated on Drawings to be removed.
a.Piping to Be Removed:Remove portion of piping indicated to be removed and cap
or plug remaining piping with same or compatible piping material.
b.Piping to Be Abandoned in Place:Drain piping and cap or plug piping with same
or compatible piping material and leave in place.
c.Equipment to Be Removed:Disconnect and cap services and remove equipment.
d.Equipment to Be Removed and Reinstalled:Disconnect and cap services and
remove,clean,and store equipment;when appropriate,reinstall,reconnect,and
make equipment operational.
e.Ducts to Be Removed:Remove portion of ducts indicated to be removed and plug
remaining ducts with same or compatible ductwork material.
f.Ducts to Be Abandoned in Place:Cap or plug ducts with same or compatible
ductwork material and leave in place.
3.3 PROTECTION
A.Temporary Protection:Provide temporary barricades and other protection required to prevent
injury to people and damage to adjacent buildings and facilities to remain.
B.Temporary Shoring:Design,provide,and maintain shoring,bracing,and structural supports as
required to preserve stability and prevent movement,settlement,or collapse of construction and
024119 -23
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SLO City Hall SECTION 024119 -
SELECTIVE DEMOLITION
finishes to remain,and to prevent unexpected or uncontrolled movement or collapse of
construction being demolished.
C.Remove temporary barricades and protections where hazards no longer exist.
3.4 SELECTIVE DEMOLITION
A.General:Demolish and remove existing construction only to the extent required by new
construction and as indicated.Use methods required to complete the Work within limitations of
governing regulations and as follows:
1.Neatly cut openings and holes plumb,square,and true to dimensions required.Use
cutting methods least likely to damage construction to remain or adjoining construction.
Use hand tools or small power tools designed for sawing or grinding,not hammering and
chopping.Temporarily cover openings to remain.
2.Cut or drill from the exposed or finished side into concealed surfaces to avoid marring
existing finished surfaces.
3.Do not use cutting torches until work area is cleared of flammable materials.At
concealed spaces,such as duct and pipe interiors,verify condition and contents of hidden
space before starting flame-cutting operations.Maintain portable fire-suppression devices
during flame-cutting operations.
4.Maintain fire watch during and for at least <Insert number>hours after flame-cutting
operations.
5.Locate selective demolition equipment and remove debris and materials so as not to
impose excessive loads on supporting walls,floors,or framing.
6.Dispose of demolished items and materials promptly. Comply with requirements in
Section 017419 "Construction Waste Management and Disposal."
B.Site Access and Temporary Controls:Conduct selective demolition and debris-removal
operations to ensure minimum interference with roads,streets,walks,walkways,and other
adjacent occupied and used facilities.
3.5 CLEANING
A.Remove demolition waste materials from Project site and recycle or dispose of them according
to Section 017419 "Construction Waste Management and Disposal."
1.Do not allow demolished materials to accumulate on-site.
2.Remove and transport debris in a manner that will prevent spillage on adjacent surfaces
and areas.
3.Remove debris from elevated portions of building by chute,hoist,or other device that
will convey debris to grade level in a controlled descent.
4.Comply with requirements specified in Section 017419 "Construction Waste
Management and Disposal."
B.Burning:Do not burn demolished materials.
024119 -33
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SLO City Hall SECTION 024119 -
SELECTIVE DEMOLITION
C.Clean adjacent structures and improvements of dust,dirt,and debris caused by selective
demolition operations.Return adjacent areas to condition existing before selective demolition
operations began.
END OF SECTION 024119
024119 -43
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SLO City Hall SECTION 054000 -
COLD-FORMED METAL
FRAMING
SECTION 054000 -COLD-FORMED METAL FRAMING
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Interior non-load-bearing wall framing.
1.2 ACTION SUBMITTALS
A.Product Data:For the following:
1.Cold-formed steel framing materials.
2.Interior non-load-bearing wall framing.
3.Vertical deflection clips.
4.Single deflection track.
5.Double deflection track.
6.Drift clips.
7.Post-installed anchors.
8.Power-actuated anchors.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A.Manufacturers:Subject to compliance with requirements,available manufacturers offering
products that may be incorporated into the Work include,but are not limited to,the following
1.CEMCO;California Expanded Metal Products Co.
2.ClarkDietrich.
3.Nuconsteel,A Nucor Company.
2.2 PERFORMANCE REQUIREMENTS
A.Cold-Formed Steel Framing Standards:Unless more stringent requirements are indicated,
framing shall comply with AISI S100,AISI S200,and the following:
1.Wall Studs:AISI S211.
2.Headers:AISI S212.
3.Lateral Design:AISI S213.
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SLO City Hall SECTION 054000 -
COLD-FORMED METAL
FRAMING
2.3 COLD-FORMED STEEL FRAMING MATERIALS
A.Steel Sheet:ASTM A1003/A1003M,Structural Grade,Type H,metallic coated,of grade and
coating designation as follows:
1.Grade:ST33H .
2.Coating:G60 ,A60 ,AZ50 ,or GF30 .
B.Steel Sheet for Vertical Deflection Clips:ASTM A653/A653M,structural steel,zinc coated,of
grade and coating as follows:
1.Grade:33 .
2.Coating:G60 .
2.4 INTERIOR NON-LOAD-BEARING WALL FRAMING
A.Steel Studs:Manufacturer's standard C-shaped steel studs,of web depths indicated,punched,
with stiffened flanges,and as follows:
1.Minimum Base-Metal Thickness:0.0329 inch .
2.Flange Width:1.25".
3.Section Properties:.
B.Steel Track:Manufacturer's standard U-shaped steel track,of web depths indicated,unpunched,
with unstiffened flanges,and matching minimum base-metal thickness of steel studs.
C.Double Deflection Tracks:Manufacturer's double,deep-leg,U-shaped steel tracks,consisting of
nested inner and outer tracks;unpunched,with unstiffened flanges.
2.5 FRAMING ACCESSORIES
A.Fabricate steel-framing accessories from ASTM A1003/A1003M,Structural Grade,Type H,
metallic coated steel sheet,of same grade and coating designation used for framing members.
B.Provide accessories of manufacturer's standard thickness and configuration,unless otherwise
indicated.
2.6 ANCHORS,CLIPS,AND FASTENERS
A.Steel Shapes and Clips:ASTM A36/A36M,zinc coated by hot-dip process according to
ASTM A123/A123M.
B.Anchor Bolts:ASTM F1554,Grade 36 ,threaded carbon-steel hex-headed bolts,carbon-steel
nuts,and flat,hardened-steel washers;zinc coated by hot-dip process according to
ASTM A153/A153M,Class C .
054000 -24
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SLO City Hall SECTION 054000 -
COLD-FORMED METAL
FRAMING
C.Post-Installed Anchors:Fastener systems with bolts of same basic metal as fastened metal,if
visible,unless otherwise indicated;with working capacity greater than or equal to the design
load,according to an evaluation report acceptable to authorities having jurisdiction,based on
ICC-ES AC01 ICC-ES AC193 ICC-ES AC58 or ICC-ES AC308 as appropriate for the
substrate.
1.Uses:Securing cold-formed steel framing to structure.
2.Type:Torque-controlled expansion anchor .
3.Material for Interior Locations:Carbon-steel components zinc plated to comply with
ASTM B633 or ASTM F1941,Class Fe/Zn 5,unless otherwise indicated.
4.Material for Exterior or Interior Locations and Where Stainless Steel Is Indicated:Alloy
Group 2 stainless-steel bolts,ASTM F593,and nuts,ASTM F594.
D.Power-Actuated Anchors:Fastener systems with working capacity greater than or equal to the
design load,according to an evaluation report acceptable to authorities having jurisdiction,
based on ICC-ES AC70.
E.Mechanical Fasteners:ASTM C1513,corrosion-resistant-coated,self-drilling,self-tapping,
steel drill screws.
1.Head Type:Low-profile head beneath sheathing;manufacturer's standard elsewhere.
PART 3 -EXECUTION
3.1 PREPARATION
A.Install load-bearing shims or grout between the underside of load-bearing wall bottom track and
the top of foundation wall or slab at locations with a gap larger than 1/4 inch to ensure a
uniform bearing surface on supporting concrete or masonry construction.
3.2 INSTALLATION,GENERAL
A.Cold-formed steel framing may be shop or field fabricated for installation,or it may be field
assembled.
B.Install cold-formed steel framing according to AISI S200,AISI S202,and manufacturer's
written instructions unless more stringent requirements are indicated.
C.Install cold-formed steel framing and accessories plumb,square,and true to line,and with
connections securely fastened.
D.Install framing members in one-piece lengths unless splice connections are indicated for track
or tension members.
E.Install temporary bracing and supports to secure framing and support loads equal to those for
which structure was designed.Maintain braces and supports in place,undisturbed,until entire
054000 -34
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SLO City Hall SECTION 054000 -
COLD-FORMED METAL
FRAMING
integrated supporting structure has been completed and permanent connections to framing are
secured.
F.Do not bridge building expansion joints with cold-formed steel framing.Independently frame
both sides of joints.
G.Install insulation,specified in Section 072100 "Thermal Insulation,"in framing-assembly
members,such as headers,sills,boxed joists,and multiple studs at openings,that are
inaccessible on completion of framing work.
H.Fasten hole-reinforcing plate over web penetrations that exceed size of manufacturer's approved
or standard punched openings.
3.3 INSTALLATION OF INTERIOR NON-LOAD-BEARING WALL FRAMING
A.Install continuous tracks sized to match studs.Align tracks accurately and securely anchor to
supporting structure.
B.Fasten both flanges of studs to top and bottom track unless otherwise indicated.Space studs as
follows:
1.Stud Spacing:16 inches .
C.Set studs plumb,except as needed for diagonal bracing or required for nonplumb walls or
warped surfaces and similar requirements.
D.Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical
loads while providing lateral support.
1.Install single deep-leg deflection tracks and anchor to building structure.
2.Install double deep-leg deflection tracks and anchor outer track to building structure.
3.Connect vertical deflection clips to studs and anchor to building structure.
4.Connect drift clips to cold-formed steel metal framing and anchor to building structure.
E.Install horizontal bridging in wall studs,spaced vertically in rows indicated but not more than
48 inches apart.Fasten at each stud intersection.
1.Channel Bridging:Cold-rolled steel channel,welded or mechanically fastened to webs of
punched studs.
2.Strap Bridging:Combination of flat,taut,steel sheet straps of width and thickness
indicated and stud-track solid blocking of width and thickness to match studs.Fasten flat
straps to stud flanges and secure solid blocking to stud webs or flanges.
F.Install miscellaneous framing and connections,including stud kickers,web stiffeners,clip
angles,continuous angles,anchors,and fasteners,to provide a complete and stable wall-framing
system.
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SLO City Hall SECTION 054000 -
COLD-FORMED METAL
FRAMING
3.4 INSTALLATION TOLERANCES
A.Install cold-formed steel framing level,plumb,and true to line to a maximum allowable
tolerance variation of 1/8 inch in 10 feet and as follows:
1.Space individual framing members no more than plus or minus 1/8 inch from plan
location.Cumulative error shall not exceed minimum fastening requirements of sheathing
or other finishing materials.
3.5 REPAIRS
A.Galvanizing Repairs:Prepare and repair damaged galvanized coatings on fabricated and
installed cold-formed steel framing with galvanized repair paint according to
ASTM A780/A780M and manufacturer's written instructions.
END OF SECTION 054000
054000 -54
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SLO City Hall SECTION 079200 -JOINT
SEALANTS
SECTION 079200 -JOINT SEALANTS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Silicone joint sealants.
2.Mildew-resistant joint sealants.
3.Latex joint sealants.
1.2 ACTION SUBMITTALS
A.Product Data:For each joint-sealant product.
PART 2 -PRODUCTS
2.1 JOINT SEALANTS,GENERAL
A.Colors of Exposed Joint Sealants:As selected by Architect from manufacturer's full range.
2.2 SILICONE JOINT SEALANTS
A.Silicone,S,NS,100/50,NT:Single-component,nonsag,plus 100 percent and minus 50 percent
movement capability,nontraffic-use,neutral-curing silicone joint sealant;ASTM C 920,Type S,
Grade NS,Class 100/50,Use NT.
B.Silicone,S,NS,50,NT:Single-component,nonsag,plus 50 percent and minus 50 percent
movement capability,nontraffic-use,neutral-curing silicone joint sealant;ASTM C 920,Type S,
Grade NS,Class 50,Use NT.
C.Silicone,S,NS,35,NT:Single-component,nonsag,plus 35 percent and minus 35 percent
movement capability.nontraffic-use,neutral-curing silicone joint sealant;ASTM C 920,Type S,
Grade NS,Class 35,Use NT.
D.Silicone,S,NS,25,NT:Single-component,nonsag,plus 25 percent and minus 25 percent
movement capability,nontraffic-use,neutral-curing silicone joint sealant;ASTM C 920,Type S,
Grade NS,Class 25,Use NT.
E.Silicone,S,NS,100/50,T,NT:Single-component,nonsag,plus 100 percent and minus 50
percent movement capability,traffic-and nontraffic-use,neutral-curing silicone joint sealant;
ASTM C 920,Type S,Grade NS,Class 100/50,Uses T and NT.
079200 -14
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SLO City Hall SECTION 079200 -JOINT
SEALANTS
F.Silicone,S,NS,50,T,NT:Single-component,nonsag,plus 50 percent and minus 50 percent
movement capability,traffic-and nontraffic-use,neutral-curing silicone joint sealant;
ASTM C 920,Type S,Grade NS,Class 50,Uses T and NT.
G.Silicone,S,NS,25,T,NT:Single-component,nonsag,plus 25 percent and minus 25 percent
movement capability,traffic-and nontraffic-use,neutral-curing silicone joint sealant;
ASTM C 920,Type S,Grade NS,Class 25,Uses T and NT.
H.Silicone,S,P,100/50,T,NT:Single-component,pourable,plus 100 percent and minus 50
percent movement capability traffic-and nontraffic-use,neutral-curing silicone joint sealant;
ASTM C 920,Type S,Grade P,Class 100/50,Uses T and NT.
I.Silicone,S,P,25,T,NT:Single-component,pourable,plus 25 percent and minus 25 percent
movement capability,traffic-and nontraffic-use,neutral-curing silicone joint sealant;
ASTM C 920,Type S,Grade P,Class 25,Uses T and NT.
J.Silicone,M,P,100/50,T,NT:Multicomponent,pourable,plus 100 percent and minus 50
percent movement capability,traffic-and nontraffic-use,neutral-curing silicone joint sealant;
ASTM C 920,Type M,Grade P,Class 100/50,Uses T and NT.
2.3 MILDEW-RESISTANT JOINT SEALANTS
A.Mildew-Resistant Joint Sealants:Formulated for prolonged exposure to humidity with fungicide
to prevent mold and mildew growth.
B.Silicone,Mildew Resistant,Acid Curing,S,NS,25,NT:Mildew-resistant,single-component,
nonsag,plus 25 percent and minus 25 percent movement capability,nontraffic-use,acid-curing
silicone joint sealant;ASTM C 920,Type S,Grade NS,Class 25,Use NT.
C.Acrylic Latex:Acrylic latex or siliconized acrylic latex,ASTM C 834,Type OP,Grade NF.
2.4 MISCELLANEOUS MATERIALS
A.Cleaners for Nonporous Surfaces:Chemical cleaners acceptable to manufacturers of sealants
and sealant backing materials.
B.Masking Tape:Nonstaining,nonabsorbent material compatible with joint sealants and surfaces
adjacent to joints.
PART 3 -EXECUTION
3.1 PREPARATION
A.Surface Cleaning of Joints:Clean out joints immediately before installing joint sealants to
comply with joint-sealant manufacturer's written instructions and the following requirements:
079200 -24
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SLO City Hall SECTION 079200 -JOINT
SEALANTS
1.Remove laitance and form-release agents from concrete.
2.Clean nonporous joint substrate surfaces with chemical cleaners or other means that do
not stain,harm substrates,or leave residues capable of interfering with adhesion.
B.Joint Priming:Prime joint substrates where recommended by joint-sealant manufacturer or as
indicated by preconstruction joint-sealant-substrate tests or prior experience.
C.Masking Tape:Use masking tape where required to prevent contact of sealant or primer with
adjoining surfaces.
3.2 INSTALLATION OF JOINT SEALANTS
A.General:Comply with ASTM C 1193 and joint-sealant manufacturer's written installation
instructions for products and applications indicated,unless more stringent requirements apply.
B.Install sealant backings of kind indicated to support sealants during application and at position
required to produce cross-sectional shapes and depths of installed sealants relative to joint
widths that allow optimum sealant movement capability.
C.Install bond-breaker tape behind sealants where sealant backings are not used between sealants
and backs of joints.
D.Install sealants using proven techniques that comply with the following and at the same time
backings are installed:
1.Place sealants so they directly contact and fully wet joint substrates.
2.Completely fill recesses in each joint configuration.
3.Produce uniform,cross-sectional shapes and depths relative to joint widths that allow
optimum sealant movement capability.
E.Tooling of Nonsag Sealants:Immediately after sealant application and before skinning or curing
begins,tool sealants to form smooth,uniform beads of configuration indicated.Use tooling
agents that are approved in writing by sealant manufacturer and that do not discolor sealants or
adjacent surfaces.
1.Provide concave joint profile per Figure 8A in ASTM C 1193 unless otherwise indicated.
3.3 JOINT-SEALANT SCHEDULE
A.Joint-Sealant Application:Interior joints in vertical surfaces and horizontal nontraffic surfaces
not subject to significant movement.
1.Joint Locations:
a.Other joints as indicated on Drawings.
2.Joint Sealant:Acrylic latex .
3.Joint-Sealant Color:As selected by Architect from manufacturer's full range of colors .
079200 -34
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SLO City Hall SECTION 079200 -JOINT
SEALANTS
B.Joint-Sealant Application:Mildew-resistant interior joints in vertical surfaces and horizontal
nontraffic surfaces.
1.Joint Locations:
a.Joints between plumbing fixtures and adjoining walls,floors,and counters.
b.Tile control and expansion joints where indicated.
2.Joint Sealant:Silicone,mildew resistant,acid curing,S,NS,25,NT .
3.Joint-Sealant Color:As selected by Architect from manufacturer's full range of colors .
END OF SECTION 079200
079200 -44
Page 243 of 603
SLO City Hall SECTION 081213 -HOLLOW
METAL FRAMES
SECTION 081213 -HOLLOW METAL FRAMES
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Interior standard steel frames.
2.Interior custom hollow-metal frames.
3.Borrowed lites.
1.2 DEFINITIONS
A.Minimum Thickness:Minimum thickness of base metal without coatings according to
NAAMM-HMMA 803 or SDI A250.8.
1.3 ACTION SUBMITTALS
A.Product Data:For each type of product.
B.Sustainable Design Submittals:
1.Product Data:For recycled content,indicating postconsumer and preconsumer recycled
content and cost.
C.Shop Drawings:Include elevations,frame profiles,metal thicknesses,and wall opening
conditions.
D.Schedule:Prepared by or under the supervision of supplier,using same reference numbers for
details and openings as those on Drawings.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A.Manufacturers:Subject to compliance with requirements,available manufacturers offering
products that may be incorporated into the Work include,but are not limited to,the following
1.Amweld Building Products Division.
2.Fenestra Incorporated.
3.Steelcraft;an Allegion brand.
081213 -14
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SLO City Hall SECTION 081213 -HOLLOW
METAL FRAMES
2.2 STANDARD STEEL FRAMES
A.Construct hollow-metal frames to comply with standards indicated for materials,fabrication,
hardware locations,hardware reinforcement,tolerances,and clearances,and as specified.
B.Interior Frames:SDI A250.8.At locations indicated in the Door and Frame Schedule .
1.Materials:Metallic-coated steel sheet,minimum thickness of 0.053 inch .
2.Sidelite and Transom Frames:Fabricated from same thickness material as adjacent door
frame.
3.Construction:Knocked down or welded per plan
4.Exposed Finish:Prime or untreated per plan .
2.3 CUSTOM HOLLOW-METAL FRAMES
A.Interior Frames:NAAMM-HMMA 861.At locations indicated in the Door and Frame Schedule
.
1.Materials:Metallic-coated steel sheet,minimum thickness of 0.053 inch .
2.Sidelite and Transom Frames:Fabricated from same thickness material as adjacent door
frame.
3.Construction:Knocked down or welded per plan
4.Exposed Finish:Prime or untreated per plan
2.4 BORROWED LITES
A.Fabricate of metallic-coated steel sheet,minimum thickness of 0.053 inch .
B.Construction:Knocked down .
2.5 FRAME ANCHORS
A.Jamb Anchors:
1.Type:Anchors of minimum size and type required by applicable door and frame
standard,and suitable for performance level indicated.
2.Quantity:Minimum of three anchors per jamb,with one additional anchor for frames
with no floor anchor.Provide one additional anchor for each 24 inches of frame height
above 7 feet .
3.Postinstalled Expansion Anchor:Minimum 3/8-inch-diameter bolts with expansion
shields or inserts,with manufacturer's standard pipe spacer.
B.Floor Anchors:Provide floor anchors for each jamb and mullion that extends to floor.
C.Floor Anchors for Concrete Slabs with Underlayment:Adjustable-type anchors with extension
clips,allowing not less than 2-inch height adjustment.Terminate bottom of frames at top of
underlayment.
081213 -24
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SLO City Hall SECTION 081213 -HOLLOW
METAL FRAMES
D.Material:ASTM A 879/A 879M,Commercial Steel (CS),04Z coating designation;mill
phosphatized.
2.6 MATERIALS
A.Recycled Content of Steel Products:Postconsumer recycled content plus one-half of
preconsumer recycled content not less than 25 percent.
B.Cold-Rolled Steel Sheet:ASTM A 1008/A 1008M,Commercial Steel (CS),Type B;suitable for
exposed applications.
C.Hot-Rolled Steel Sheet:ASTM A 1011/A 1011M,Commercial Steel (CS),Type B;free of scale,
pitting,or surface defects;pickled and oiled.
D.Metallic-Coated Steel Sheet:ASTM A 653/A 653M,Commercial Steel (CS),Type B.
E.Inserts,Bolts,and Fasteners:Hot-dip galvanized according to ASTM A 153/A 153M.
F.Power-Actuated Fasteners in Concrete:Fabricated from corrosion-resistant materials.
G.Glazing:Comply with requirements in Section 088000 "Glazing."
2.7 FABRICATION
A.Hollow-Metal Frames:Fabricate in one piece except where handling and shipping limitations
require multiple sections.Where frames are fabricated in sections,provide alignment plates or
angles at each joint,fabricated of metal of same or greater thickness as frames.
1.Sidelite and Transom Bar Frames:Provide closed tubular members with no visible face
seams or joints,fabricated from same material as door frame.Fasten members at
crossings and to jambs by welding , or by rigid mechanical anchors.
2.Provide countersunk,flat-or oval-head exposed screws and bolts for exposed fasteners
unless otherwise indicated.
3.Door Silencers:Except on weather-stripped frames,drill stops to receive door silencers as
follows.Keep holes clear during construction.
a.Single-Door Frames:Drill stop in strike jamb to receive three door silencers.
b.Double-Door Frames:Drill stop in head jamb to receive two door silencers.
B.Hardware Preparation:Factory prepare hollow-metal frames to receive templated mortised
hardware,and electrical wiring;include cutouts,reinforcement,mortising,drilling,and tapping
according to SDI A250.6,the Door Hardware Schedule,and templates.
1.Reinforce frames to receive nontemplated,mortised,and surface-mounted door hardware.
2.Comply with BHMA A156.115 for preparing hollow-metal frames for hardware.
C.Glazed Lites:Provide stops and moldings around glazed lites where indicated.Form corners of
stops and moldings with butted or mitered hairline joints.
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METAL FRAMES
1.Multiple Glazed Lites:Provide fixed and removable stops and moldings so that each
glazed lite is capable of being removed independently.
2.Provide fixed frame moldings on outside of exterior and on secure side of interior frames.
Provide loose stops and moldings on inside of hollow-metal frames.
3.Coordinate rabbet width between fixed and removable stops with glazing and installation
types indicated.
4.Provide stops for installation with countersunk flat-or oval-head machine screws spaced
uniformly not more than 9 inches o.c.and not more than 2 inches o.c.from each corner.
2.8 STEEL FINISHES
A.Prime Finish:Clean,pretreat,and apply manufacturer's standard primer.
1.Shop Primer:SDI A250.10.
PART 3 -EXECUTION
3.1 INSTALLATION
A.General:Install hollow-metal frames plumb,rigid,properly aligned,and securely fastened in
place.Comply with approved Shop Drawings and with manufacturer's written instructions.
Comply with SDI A250.11 .
B.Set frames accurately in position;plumbed,aligned,and braced securely until permanent
anchors are set.After wall construction is complete,remove temporary braces without damage
to completed Work.
1.Where frames are fabricated in sections,field splice at approved locations by welding
face joint continuously;grind,fill,dress,and make splice smooth,flush,and invisible on
exposed faces.Touch-up finishes.
2.Install frames with removable stops located on secure side of opening.
C.Solidly pack mineral-fiber insulation inside frames.
D.Installation Tolerances:Adjust hollow-metal frames to the following tolerances:
1.Squareness:Plus or minus 1/16 inch ,measured at door rabbet on a line 90 degrees from
jamb perpendicular to frame head.
2.Alignment:Plus or minus 1/16 inch ,measured at jambs on a horizontal line parallel to
plane of wall.
3.Twist:Plus or minus 1/16 inch ,measured at opposite face corners of jambs on parallel
lines,and perpendicular to plane of wall.
4.Plumbness:Plus or minus 1/16 inch ,measured at jambs at floor.
E.Glazing:Comply with installation requirements in Section 088000 "Glazing"and with
hollow-metal manufacturer's written instructions.
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METAL FRAMES
3.2 CLEANING AND TOUCHUP
A.Prime-Coat Touchup:Immediately after erection,sand smooth rusted or damaged areas of prime
coat and apply touchup of compatible air-drying,rust-inhibitive primer.
B.Metallic-Coated Surface Touchup:Clean abraded areas and repair with galvanizing repair paint
according to manufacturer's written instructions.
C.Factory-Finish Touchup:Clean abraded areas and repair with same material used for factory
finish according to manufacturer's written instructions.
D.Touchup Painting:Cleaning and touchup painting of abraded areas of paint are specified in
painting Sections.
END OF SECTION 081213
081213 -54
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SLO City Hall SECTION 081416 -FLUSH
WOOD DOORS
SECTION 081416 -FLUSH WOOD DOORS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Five-ply flush wood veneer-faced doors for transparent finish.
2.Five-ply flush wood doors for opaque finish.
3.Solid-core flush wood doors with plastic-laminate-faces.
4.Factory priming finishing flush wood doors.
5.Factory fitting flush wood doors to frames and factory machining for hardware.
1.2 ACTION SUBMITTALS
A.Product Data:For each type of product,including the following:
1.Door core materials and construction.
2.Door edge construction
3.Door face type and characteristics.
4.Door louvers.
5.Door trim for openings.
6.Door frame construction.
PART 2 -PRODUCTS
2.1 FLUSH WOOD DOORS,GENERAL
A.Quality Standard:In addition to requirements specified,comply with "Architectural Woodwork
Standards."ANSI/WDMA I.S. 1A.
1.Provide labels and certificates from AWI certification program indicating that doors
comply with requirements of grades specified.
B.Regional Materials:Manufacture wood doors within 500 miles of Project site from materials
that have been extracted,harvested,or recovered,as well as manufactured,within 500 miles of
Project site.
C.Regional Materials:Manufacture wood doors within 500 miles of Project site.
D.Certified Wood:Certify wood doors as "FSC Pure" or "FSC Mixed Credit"in accordance with
FSC STD-01-00 and FSC STD-40-004.
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WOOD DOORS
E.Adhesives:Do not use adhesives that contain urea formaldehyde.
F.Adhesives:Use adhesives that meet the testing and product requirements of the California
Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile
Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
G.Composite Wood Products:Verify products are made without added urea formaldehyde.
H.Composite Wood Products:Verify products comply with the testing and product requirements
of the California Department of Public Health's "Standard Method for the Testing and
Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental
Chambers."
2.2 SOLID-CORE,FIVE-PLY FLUSH WOOD VENEER-FACED DOORS FOR TRANSPARENT
FINISH
A.Interior Doors :
1.Basis-of-Design Product:Subject to compliance with requirements,provide Aspiro Select
Wood Veneer Interior Doors,Plain Sliced White Maple,Satin Sheen by Masonite
Architectural or comparable product by one of the following:
a.OregonDoor
b.Pacific Architectural Wood Products
2.Performance Grade:
a.ANSI/WDMA I.S. 1A Heavy Duty unless otherwise indicated on Drawings.
b.ANSI/WDMA I.S. 1A Extra Heavy Duty:Classrooms public toilets janitor's
closets assembly spaces exits and where indicated on Drawings.
c.ANSI/WDMA I.S. 1A Standard Duty:Closets (not including janitor's closets)and
private toilets .
3.Architectural Woodwork Standards Grade:Premium .
4.Faces:Single-ply wood veneer not less than 1/50 inch thick.
a.Species:Select white maple .
b.Cut:Plain sliced (flat sliced).
c.Match between Veneer Leaves:Book match.
d.Assembly of Veneer Leaves on Door Faces:Center-balance match.
e.Pair and Set Match:Provide for doors hung in same opening.
f.Room Match:Match door faces within each separate room or area of building.
Corridor-door faces do not need to match where they are separated by 20 feet or
more.
g.Room Match:Provide door faces of compatible color and grain within each
separate room or area of building.
h.Blueprint Match:Where indicated,provide doors with faces produced from same
flitches as adjacent wood paneling and arranged to provide blueprint match with
wood paneling.Comply with requirements in Section 064216 "Flush Wood
Paneling."
5.Exposed Vertical Edges:Same species as faces or a compatible species -Architectural
Woodwork Standards edge Type A .
6.Core for Non-Fire-Rated Doors:
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WOOD DOORS
a.ANSI A208.1,Grade LD-2 particleboard.
B.Blocking:Provide wood blocking in particleboard-core doors as follows:
1.5-inch top-rail blocking,in doors indicated to have closers.
2.5-inch bottom-rail blocking,in exterior doors and doors indicated to have kick,mop,or
armor plates.
3.5-inch midrail blocking,in doors indicated to have exit devices.
C.Provide doors with glued-wood-stave or WDMA I.S. 10 structural-composite-lumber cores
instead of particleboard cores for doors scheduled to receive exit devices in Section 087100
"Door Hardware."
1.Glued wood stave.
a.WDMA I.S. 10 structural composite lumber.
D.Screw Withdrawal,Face:475 lb.
E.Screw Withdrawal,Edge:475 lb.
1.Either glued wood stave or WDMA I.S. 10 structural composite lumber.
2.Construction:Five plies,hot-pressed bonded (vertical and horizontal edging is bonded to
core),with entire unit abrasive planed before veneering.
2.3 SOLID-CORE FIVE-PLY FLUSH WOOD DOORS FOR OPAQUE FINISH
A.Interior Solid-Core Doors :
1.Manufacturers:Subject to compliance with requirements,provide products by one of the
following:
a.Oshkosh Door Company.
b.Pacific Architectural Wood Products.
c.VT Industries Inc.
2.Performance Grade:ANSI/WDMA I.S. 1A Extra Heavy Duty Heavy Duty Standard Duty
as indicated on Drawings.
3.Performance Grade:
a.ANSI/WDMA I.S. 1A Heavy Duty unless otherwise indicated on Drawings.
b.ANSI/WDMA I.S. 1A Extra Heavy Duty:Classrooms,public toilets,janitor's
closets assembly spaces exits and where indicated on Drawings.
c.ANSI/WDMA I.S. 1A Standard Duty:Closets (not including janitor's closets)and
private toilets and where indicated on Drawings.
4.ANSI/WDMA I.S. 1A Grade:Premium .
5.Faces:Any closed-grain hardwood of mill option .
6.Exposed Vertical Edges:Any closed-grain hardwood.
a.Mineral-Core Doors:At hinge stiles,provide laminated-edge construction with
improved screw-holding capability and split resistance.Comply with specified
requirements for exposed edges.
B.Screw-Holding Capability:475 lbf in accordance with WDMA T.M. 10.
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WOOD DOORS
1.Core for Non-Fire-Rated Doors:
a.ANSI A208.1,Grade LD-2 particleboard.
C.Blocking:Provide wood blocking in particleboard-core doors as follows:
1.5-inch top-rail blocking,in doors indicated to have closers.
2.5-inch bottom-rail blocking,in exterior doors and doors indicated to have kick,mop,or
armor plates.
3.5-inch midrail blocking,in doors indicated to have exit devices.
D.Provide doors with glued-wood-stave or WDMA I.S. 10 structural-composite-lumber cores
instead of particleboard cores for doors scheduled to receive exit devices in Section 087100
"Door Hardware."
1.Glued wood stave.
a.WDMA I.S. 10 structural composite lumber.
E.Screw Withdrawal,Face:475 lb.
F.Screw Withdrawal,Edge:475 lb.
1.Either glued wood stave or WDMA I.S. 10 structural composite lumber.
2.Construction:Five plies,hot-pressed bonded (vertical and horizontal edging is bonded to
core),with entire unit abrasive planed before veneering.
2.4 FABRICATION
A.Factory fit doors to suit frame-opening sizes indicated.
1.Comply with clearance requirements of referenced quality standard for fitting unless
otherwise indicated.
2.Comply with NFPA 80 requirements for fire-rated doors.
B.Factory machine doors for hardware that is not surface applied.
1.Locate hardware to comply with DHI-WDHS-3.
2.Comply with final hardware schedules,door frame Shop Drawings,
ANSI/BHMA-156.115-W,and hardware templates.
3.Coordinate with hardware mortises in metal frames,to verify dimensions and alignment
before factory machining.
4.For doors scheduled to receive electrified locksets,provide factory-installed raceway and
wiring to accommodate specified hardware.
C.Openings:Factory cut and trim openings through doors.
1.Light Openings:Trim openings with moldings of material and profile indicated.
2.Glazing:Factory install glazing in doors indicated to be factory finished.Comply with
applicable requirements in Section 088000 "Glazing."
3.Louvers:Factory install louvers in prepared openings.
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WOOD DOORS
2.5 FACTORY PRIMING
A.Doors for Opaque Finish:Factory prime faces,all four edges,edges of cutouts,and mortises
with one coat of wood primer specified in Section 099123"Interior Painting."
2.6 FACTORY FINISHING
A.Comply with referenced quality standard for factory finishing.
1.Complete fabrication,including fitting doors for openings and machining for hardware
that is not surface applied,before finishing.
2.Finish faces,all four edges,edges of cutouts,and mortises.
3.Stains and fillers may be omitted on top and bottom edges,edges of cutouts,and
mortises.
B.Factory finish doors where indicated in schedules or on Drawings as factory finished.
C.Transparent Finish:
1.ANSI/WDMA I.S. 1A Grade:Premium .
2.Finish:ANSI/WDMA I.S. 1A TR-6 Catalyzed Polyurethane.
3.Staining:As selected by Architect from manufacturer's full range .
4.Effect:Semifilled finish,produced by applying an additional finish coat to partially fill
the wood pores.
5.Sheen:Satin .
D.Opaque Finish:
1.ANSI/WDMA I.S. 1A Grade:Premium .
2.Finish:ANSI/WDMA I.S. 1A OP-6 Catalyzed Polyurethane.
3.Color:As selected by Architect from manufacturer's full range.
4.Sheen:Satin .
PART 3 -EXECUTION
3.1 INSTALLATION
A.Hardware:For installation,see Section 087100 "Door Hardware."
B.Install doors to comply with manufacturer's written instructions and referenced quality standard,
and as indicated.
C.Install frames level,plumb,true,and straight.
1.Shim as required with concealed shims.Install level and plumb to a tolerance of 1/8 inch
in 96 inches.
2.Anchor frames to anchors or blocking built in or directly attached to substrates.
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WOOD DOORS
a.Secure with countersunk,concealed fasteners and blind nailing.
b.Use fine finishing nails or finishing screws for exposed fastening,countersunk and
filled flush with woodwork.
D.For factory-finished items,use filler matching finish of items being installed.
E.Job-Fitted Doors:
1.Align and fit doors in frames with uniform clearances and bevels as indicated below.
a.Do not trim stiles and rails in excess of limits set by manufacturer or permitted for
fire-rated doors.
2.Machine doors for hardware.
3.Seal edges of doors,edges of cutouts,and mortises after fitting and machining.
4.Clearances:
a.Provide 1/8 inch at heads,jambs,and between pairs of doors.
b.Provide 1/2 inch from bottom of door to top of decorative floor finish or covering
unless otherwise indicated on Drawings.
c.Where threshold is shown or scheduled,provide1/4 inch from bottom of door to
top of threshold unless otherwise indicated.
d.Comply with NFPA 80 for fire-rated doors.
5.Bevel non-fire-rated doors 1/8 inch in 2 inches at lock and hinge edges.
6.Bevel fire-rated doors 1/8 inch in 2 inches at lock edge;trim stiles and rails only to extent
permitted by labeling agency.
F.Factory-Fitted Doors:Align in frames for uniform clearance at each edge.
G.Factory-Finished Doors:Restore finish before installation if fitting or machining is required at
Project site.
3.2 FIELD QUALITY CONTROL
A.Inspections:
1.Provide inspection of installed Work through AWI's Quality Certification Program ,
certifying that wood doors and frames,including installation,comply with requirements
of AWI/AWMCA/WI's "Architectural Woodwork Standards"for the specified grade.
2.Egress Door Inspections:Inspect each door equipped with panic hardware,each door
equipped with fire exit hardware,each door located in an exit enclosure,each electrically
controlled egress door,and each door equipped with special locking arrangements in
accordance with NFPA 101,Section 7.2.1.15.
B.Repair or remove and replace installations where inspections indicate that they do not comply
with specified requirements.
C.Reinspect repaired or replaced installations to determine if replaced or repaired door assembly
installations comply with specified requirements.
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SLO City Hall SECTION 081416 -FLUSH
WOOD DOORS
3.3 ADJUSTING
A.Operation:Rehang or replace doors that do not swing or operate freely.
B.Finished Doors:Replace doors that are damaged or that do not comply with requirements.
Doors may be repaired or refinished if Work complies with requirements and shows no
evidence of repair or refinishing.
END OF SECTION 081416
081416 -76
Page 255 of 603
SLO City Hall SECTION 084313 -
ALUMINUM-FRAMED
STOREFRONTS
SECTION 084313 -ALUMINUM-FRAMED STOREFRONTS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Aluminum-framed storefront systems.
1.2 ACTION SUBMITTALS
A.Product Data:For each type of product.
1.3 QUALITY ASSURANCE
A.Product Options:Information on Drawings and in Specifications establishes requirements for
aesthetic effects and performance characteristics of assemblies.Aesthetic effects are indicated
by dimensions,arrangements,alignment,and profiles of components and assemblies as they
relate to sightlines,to one another,and to adjoining construction.
1.Do not change intended aesthetic effects,as judged solely by Architect,except with
Architect's approval.If changes are proposed,submit comprehensive explanatory data to
Architect for review.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A.Manufacturers:Subject to compliance with requirements,available manufacturers offering
products that may be incorporated into the Work include,but are not limited to,the following:
1.EFCO Corporation.
2.Kawneer Company,Inc.;Arconic Corporation.
3.Trulite Glass &Aluminum Solutions,LLC.
4.Tubelite Inc.
2.2 PERFORMANCE REQUIREMENTS
A.General Performance:Comply with performance requirements specified,as determined by
testing of aluminum-framed storefronts representing those indicated for this Project without
failure due to defective manufacture,fabrication,installation,or other defects in construction.
084313 -13
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SLO City Hall SECTION 084313 -
ALUMINUM-FRAMED
STOREFRONTS
1.Aluminum-framed storefronts shall withstand movements of supporting structure,
including,but not limited to,twist,column shortening,long-term creep,and deflection
from uniformly distributed and concentrated live loads.
2.Failure also includes the following:
a.Thermal stresses transferring to building structure.
b.Glass breakage.
c.Noise or vibration created by wind and thermal and structural movements.
d.Loosening or weakening of fasteners,attachments,and other components.
e.Failure of operating units.
2.3 ALUMINUM-FRAMED STOREFRONT SYSTEMS
A.Framing Members:Manufacturer's extruded-or formed-aluminum framing members of
thickness required and reinforced as required to support imposed loads.
1.Interior Vestibule Framing Construction:Nonthermal .
2.Glazing System:Retained mechanically with gaskets on four sides .
3.Glazing Plane:Front .
4.Finish:Color anodic finish Baked-enamel or powder-coat finish .
5.Fabrication Method:Field-fabricated stick system.
6.Aluminum:Alloy and temper recommended by manufacturer for type of use and finish
indicated.
7.Steel Reinforcement:As required by manufacturer.
B.Backer Plates:Manufacturer's standard,continuous backer plates for framing members,if not
integral,where framing abuts adjacent construction.
C.Brackets and Reinforcements:Manufacturer's standard high-strength aluminum with
nonstaining,nonferrous shims for aligning system components.
2.4 FABRICATION
A.Form or extrude aluminum shapes before finishing.
B.Fabricate components that,when assembled,have the following characteristics:
1.Profiles that are sharp,straight,and free of defects or deformations.
2.Accurately fitted joints with ends coped or mitered.
3.Physical and thermal isolation of glazing from framing members.
4.Accommodations for thermal and mechanical movements of glazing and framing to
maintain required glazing edge clearances.
5.Provisions for field replacement of glazing from interior for vision glass and exterior for
spandrel glazing or metal panels.
6.Fasteners,anchors,and connection devices that are concealed from view to greatest
extent possible.
C.Mechanically Glazed Framing Members:Fabricate for flush glazing without projecting stops.
084313 -23
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SLO City Hall SECTION 084313 -
ALUMINUM-FRAMED
STOREFRONTS
D.After fabrication,clearly mark components to identify their locations in Project in accordance
with Shop Drawings.
2.5 ALUMINUM FINISHES
A.Color Anodic Finish:AAMA 611,AA-M12C22A32/A34,Class II,0.010 mm or thicker.
1.Color:As selected by Architect from full range of industry colors and color densities .
B.Baked-Enamel or Powder-Coat Finish:AAMA 2603 except with a minimum dry film thickness
of 1.5 mils.
1.Color and Gloss:As selected by Architect from manufacturer's full range .
PART 3 -EXECUTION
3.1 INSTALLATION,GENERAL
A.Comply with manufacturer's written instructions.
B.Do not install damaged components.
C.Fit joints to produce hairline joints free of burrs and distortion.
D.Rigidly secure nonmovement joints.
E.Install anchors with separators and isolators to prevent metal corrosion and electrolytic
deterioration and to prevent impeding movement of moving joints.
F.Seal perimeter and other joints watertight unless otherwise indicated.
G.Metal Protection:
1.Where aluminum is in contact with dissimilar metals,protect against galvanic action by
painting contact surfaces with materials recommended by manufacturer for this purpose
or by installing nonconductive spacers.
2.Where aluminum is in contact with concrete or masonry,protect against corrosion by
painting contact surfaces with bituminous paint.
H.Set continuous sill members and flashing in full sealant bed,as specified in Section 079200
"Joint Sealants,"to produce weathertight installation.
I.Install joint filler behind sealant as recommended by sealant manufacturer.
J.Install components plumb and true in alignment with established lines and grades.
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SLO City Hall SECTION 084313 -
ALUMINUM-FRAMED
STOREFRONTS
END OF SECTION 084313
084313 -43
Page 259 of 603
SLO City Hall SECTION 085313 -VINYL
WINDOWS
SECTION 085313 -VINYL WINDOWS
PART 1 -GENERAL
1.1 SUMMARY
A.Section includes vinyl-framed windows.
1.2 ACTION SUBMITTALS
A.Product Data:For each type of product.
PART 2 -PRODUCTS
2.1 WINDOW PERFORMANCE REQUIREMENTS
A.Product Standard:Comply with AAMA/WDMA/CSA 101/I.S.2/A440 for definitions and
minimum standards of performance,materials,components,accessories,and fabrication unless
more stringent requirements are indicated.
1.Window Certification:WDMA certified with label attached to each window.
2.2 VINYL WINDOWS
A.Products:Subject to compliance with requirements,provide products by one of the following:
1.Andersen Windows.
2.Milgard Manufacturing,LLC.
3.Pella Corporation.
B.Operating Types:As indicated on Drawings Cased Opening .
C.Frames and Sashes:Impact-resistant,UV-stabilized PVC complying with
AAMA/WDMA/CSA 101/I.S.2/A440.
1.Finish:Integral color .
D.Glass:Clear annealed glass,ASTM C 1036,Type 1,Class 1,q3.
1.Kind:Fully tempered where indicated on Drawings .
E.Glazing System:Manufacturer's standard factory-glazing system that produces weathertight seal
.
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SLO City Hall SECTION 085313 -VINYL
WINDOWS
F.Hardware,General:Provide manufacturer's standard corrosion-resistant hardware sized to
accommodate sash weight and dimensions.
1.Exposed Hardware Color and Finish:As selected by Architect from manufacturer's full
range .
G.Weather Stripping:Provide full-perimeter weather stripping for each operable sash unless
otherwise indicated.
H.Fasteners:Noncorrosive and compatible with window members,trim,hardware,anchors,and
other components.
1.Exposed Fasteners:Do not use exposed fasteners to greatest extent possible.For
application of hardware,use fasteners that match finish hardware being fastened.
2.3 FABRICATION
A.Fabricate vinyl windows in sizes indicated.Include a complete system for installing and
anchoring windows.
B.Glaze vinyl windows in the factory.
C.Weather strip each operable sash to provide weathertight installation.
D.Hardware:Mount hardware through double walls of vinyl extrusions or provide
corrosion-resistant reinforcement.
E.Complete fabrication,assembly,finishing,hardware application,and other work in the factory
to greatest extent possible.Disassemble components only as necessary for shipment and
installation.Allow for scribing,trimming,and fitting at Project site.
PART 3 -EXECUTION
3.1 INSTALLATION
A.Comply with manufacturer's written instructions for installing windows,hardware,accessories,
and other components.For installation procedures and requirements not addressed in
manufacturer's written instructions,comply with installation requirements in ASTM E 2112.
B.Install windows level,plumb,square,true to line,without distortion,anchored securely in place
to structural support,and in proper relation to wall flashing and other adjacent construction to
produce weathertight construction.
C.Adjust operating sashes and hardware for a tight fit at contact points and weather stripping for
smooth operation and weathertight closure.
085313 -22
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SLO City Hall SECTION 085313 -VINYL
WINDOWS
D.Clean exposed surfaces immediately after installing windows.Remove excess sealants,glazing
materials,dirt,and other substances.
E.Remove and replace sashes if glass has been broken,chipped,cracked,abraded,or damaged
during construction period.
END OF SECTION 085313
085313 -32
Page 262 of 603
SLO City Hall SECTION 087100 -DOOR
HARDWARE
SECTION 087100 -DOOR HARDWARE
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Mechanical door hardware for the following:
a.Swinging doors.
2.Cylinders for door hardware specified in other Sections.
1.2 ACTION SUBMITTALS
A.Product Data:For each type of product.
B.Door hardware schedule.
1.3 INFORMATIONAL SUBMITTALS
A.Sample warranty.
1.4 CLOSEOUT SUBMITTALS
A.Maintenance data.
1.5 WARRANTY
A.Special Warranty:Manufacturer agrees to repair or replace components of door hardware that
fail in materials or workmanship within specified warranty period.
1.Warranty Period:Three years from date of Substantial Completion unless otherwise
indicated below:
a.Exit Devices:Two years from date of Substantial Completion.
PART 2 -PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A.Electrified Door Hardware:Listed and labeled as defined in NFPA 70,by a qualified testing
agency,and marked for intended location and application.
087100 -14
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SLO City Hall SECTION 087100 -DOOR
HARDWARE
B.Means of Egress Doors:Latches do not require more than 15 lbf to release the latch.Locks do
not require use of a key,tool,or special knowledge for operation.
C.Accessibility Requirements:For door hardware on doors in an accessible route,comply with the
USDOJ's "2010 ADA Standards for Accessible Design"and California Building Code .
2.2 HINGES
A.Hinges:BHMA A156.1.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Hager Companies.
b.SpacePlus System.
c.or equivalent.
2.3 EXIT DEVICES AND AUXILIARY ITEMS
A.Exit Devices and Auxiliary Items:BHMA A156.3.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Allegion plc.
b.Hager Companies.
c.SARGENT Manufacturing Company;ASSA ABLOY.
d.Stanley Commercial Hardware;a division of Stanley Security Solutions.
e.or equivalent.
2.4 SURFACE CLOSERS
A.Surface Closers:BHMA A156.4;rack-and-pinion hydraulic type with adjustable sweep and
latch speeds controlled by key-operated valves and forged-steel main arm.Comply with
manufacturer's written instructions for size of door closers depending on size of door,exposure
to weather,and anticipated frequency of use.Provide factory-sized closers,adjustable to meet
field conditions and requirements for opening force.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Allegion plc.
b.Hager Companies.
c.SARGENT Manufacturing Company;ASSA ABLOY.
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SLO City Hall SECTION 087100 -DOOR
HARDWARE
2.5 MECHANICAL STOPS AND HOLDERS
A.Wall-and Floor-Mounted Stops:BHMA A156.16.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Allegion plc.
b.Hager Companies.
c.Rockwood Manufacturing Company;an ASSA ABLOY Group company.
2.6 THRESHOLDS
A.Thresholds:BHMA A156.21;fabricated to full width of opening indicated.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Hager Companies.
b.Assa Abloy
c.Or equivalent.
2.7 FINISHES
A.Provide finishes complying with BHMA A156.18 as indicated in door hardware schedule.
PART 3 -EXECUTION
3.1 INSTALLATION
A.Mounting Heights:Mount door hardware units at heights indicated on Drawings unless
otherwise indicated or required to comply with governing regulations.
B.Install each door hardware item to comply with manufacturer's written instructions.Where
cutting and fitting are required to install door hardware onto or into surfaces that are later to be
painted or finished in another way,coordinate removal,storage,and reinstallation of surface
protective trim units with finishing work.Do not install surface-mounted items until finishes
have been completed on substrates involved.
C.Boxed Power Supplies:Locate power supplies as indicated or,if not indicated,above accessible
ceilings .Verify location with Architect.
1.Configuration:Provide one power supply for each door opening with electrified door
hardware.
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SLO City Hall SECTION 087100 -DOOR
HARDWARE
D.Stops:Provide floor stops for doors unless wall or other type stops are indicated in door
hardware schedule.Do not mount floor stops where they will impede traffic.
E.Meeting Stile Gasketing:Fasten to meeting stiles,forming seal when doors are closed.
F.Door Bottoms:Apply to bottom of door,forming seal with threshold when door is closed.
3.2 ADJUSTING
A.Adjust and check each operating item of door hardware and each door to ensure proper
operation or function of every unit.Replace units that cannot be adjusted to operate as intended.
Adjust door control devices to compensate for final operation of heating and ventilating
equipment and to comply with referenced accessibility requirements.
END OF SECTION 087100
087100 -44
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SLO City Hall SECTION 088000 -GLAZING
SECTION 088000 -GLAZING
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Glass products.
2.Glazing sealants.
3.Glazing tapes.
4.Miscellaneous glazing materials.
1.2 COORDINATION
A.Coordinate glazing channel dimensions to provide necessary bite on glass,minimum edge and
face clearances,and adequate sealant thicknesses,with reasonable tolerances to achieve proper
safety margins for glazing retention under each design load case,load case combination,and
service condition.
1.3 ACTION SUBMITTALS
A.Product Data:For each type of product.
1.4 INFORMATIONAL SUBMITTALS
A.Product Certificates:For glass.
B.Preconstruction adhesion and compatibility test report.
C.Sample warranties.
1.5 WARRANTY
A.Manufacturer's Special Warranty for Coated-Glass Products:Manufacturer agrees to replace
coated-glass units that deteriorate within specified warranty period.Deterioration of coated
glass is defined as defects developed from normal use that are not attributed to glass breakage or
to maintaining and cleaning coated glass contrary to manufacturer's written instructions.Defects
include peeling,cracking,and other indications of deterioration in coating.
1.Warranty Period:1 years from date of Substantial Completion.
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SLO City Hall SECTION 088000 -GLAZING
PART 2 -PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A.Safety Glazing:Where safety glazing is indicated,provide glazing that complies with
16 CFR 1201,Category II.
B.Acoustic Performance:
1.Interior Glazing:34 STC.
2.2 GLASS PRODUCTS,GENERAL
A.Glazing Publications:Comply with published recommendations of glass product manufacturers
and organizations below unless more stringent requirements are indicated.See these
publications for glazing terms not otherwise defined in this Section or in referenced standards.
1.NGA Publications:"Glazing Manual."
B.Safety Glazing Labeling:Where safety glazing is indicated,permanently mark glazing with
certification label of the SGCC or manufacturer.Label shall indicate manufacturer's name,type
of glass,thickness,and safety glazing standard with which glass complies.
C.Thickness:Where glass thickness is indicated,it is a minimum. Provide glass that complies
with performance requirements and is not less than thickness indicated.
D.Strength:Where annealed float glass is indicated,provide annealed float glass,
heat-strengthened float glass,or fully tempered float glass as needed to comply with
"Performance Requirements"Article.Where heat-strengthened float glass is indicated,provide
heat-strengthened float glass or fully tempered float glass as needed to comply with
"Performance Requirements"Article.Where fully tempered float glass is indicated,provide
fully tempered float glass.
2.3 GLASS PRODUCTS
A.Clear Annealed Float Glass:ASTM C1036,Type I,Class 1 (clear),Quality-Q3.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.The Sliding Door Company.
B.Fully Tempered Float Glass:ASTM C1048,Kind FT (fully tempered),Condition A (uncoated)
unless otherwise indicated,Type I,Class 1 (clear)or Class 2 (tinted)as indicated,Quality-Q3.
C.Heat-Strengthened Float Glass:ASTM C1048,Kind HS (heat strengthened),Type I,
Condition A (uncoated)unless otherwise indicated,Type I,Class 1 (clear)or Class 2 (tinted)as
indicated,Quality-Q3.
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SLO City Hall SECTION 088000 -GLAZING
D.Ceramic-Coated Vision Glass:ASTM C1048,Condition C,Type I,Class 1 (clear)or Class 2
(tinted)as indicated,Quality-Q3;and complying with Specification No. 95-1-31 in NGA's
"Engineering Standards Manual."
2.4 MISCELLANEOUS GLAZING MATERIALS
A.Cleaners,Primers,and Sealers:Types recommended by sealant or gasket manufacturer.
PART 3 -EXECUTION
3.1 GLAZING,GENERAL
A.Comply with combined written instructions of manufacturers of glass,sealants,gaskets,and
other glazing materials,unless more stringent requirements are indicated,including those in
referenced glazing publications.
B.Protect glass edges from damage during handling and installation.Remove damaged glass from
Project site and legally dispose of off Project site.Damaged glass includes glass with edge
damage or other imperfections that,when installed,could weaken glass,impair performance,or
impair appearance.
C.Apply primers to joint surfaces where required for adhesion of sealants,as determined by
preconstruction testing.
D.Install setting blocks in sill rabbets,sized and located to comply with referenced glazing
publications,unless otherwise required by glass manufacturer.Set blocks in thin course of
compatible sealant suitable for heel bead.
E.Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites.
F.Provide spacers for glass lites where length plus width is larger than 50 inches.
G.Provide edge blocking where indicated or needed to prevent glass lites from moving sideways
in glazing channel,as recommended in writing by glass manufacturer and in accordance with
requirements in referenced glazing publications.
3.2 GASKET GLAZING (DRY)
A.Cut compression gaskets to lengths recommended by gasket manufacturer to fit openings
exactly,with allowance for stretch during installation.
B.Insert soft compression gasket between glass and frame or fixed stop so it is securely in place
with joints miter cut and bonded together at corners.
C.Installation with Drive-in Wedge Gaskets:Center glass lites in openings on setting blocks,and
press firmly against soft compression gasket by inserting dense compression gaskets formed and
installed to lock in place against faces of removable stops.Start gasket applications at corners
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and work toward centers of openings.Compress gaskets to produce a weathertight seal without
developing bending stresses in glass.Seal gasket joints with sealant recommended in writing by
gasket manufacturer.
D.Installation with Pressure-Glazing Stops:Center glass lites in openings on setting blocks,and
press firmly against soft compression gasket.Install dense compression gaskets and
pressure-glazing stops,applying pressure uniformly to compression gaskets.Compress gaskets
to produce a weathertight seal without developing bending stresses in glass.Seal gasket joints
with sealant recommended in writing by gasket manufacturer.
E.Install gaskets so they protrude past face of glazing stops.
3.3 CLEANING AND PROTECTION
A.Immediately after installation,remove nonpermanent labels and clean surfaces.
B.Protect glass from contact with contaminating substances resulting from construction
operations.Examine glass surfaces adjacent to or below exterior concrete and other masonry
surfaces at frequent intervals during construction,but not less than once a month,for buildup of
dirt,scum,alkaline deposits,or stains.
1.If,despite such protection,contaminating substances do contact with glass,remove
substances immediately as recommended in writing by glass manufacturer.Remove and
replace glass that cannot be cleaned without damage to coatings.
C.Remove and replace glass that is damaged during construction period.
3.4 MONOLITHIC GLASS SCHEDULE
A.Clear Glass Type :Fully tempered float glass.
1.Minimum Thickness:6 mm .
2.Safety glazing required.
END OF SECTION 088000
088000 -44
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SLO City Hall SECTION 092900 -GYPSUM
BOARD
SECTION 092900 -GYPSUM BOARD
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Interior gypsum board.
2.Tile backing panels.
1.2 ACTION SUBMITTALS
A.Product Data:For the following:
1.Gypsum wallboard.
2.Gypsum board,Type X.
3.Gypsum ceiling board.
4.Abuse-resistant gypsum board.
5.Impact-resistant gypsum board.
6.Mold-resistant gypsum board.
7.Glass-mat,water-resistant backing board.
8.Cementitious backer units.
9.Interior trim.
10.Joint treatment materials.
11.Sound-attenuation blankets.
12.Acoustical sealant.
PART 2 -PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A.STC-Rated Assemblies:For STC-rated assemblies,provide materials and construction identical
to those tested in assembly indicated according to ASTM E90 and classified according to
ASTM E413 by an independent testing agency.
B.Verify ceiling and wall materials are GreenGuard Gold certified.
2.2 GYPSUM BOARD,GENERAL
A.Size:Provide maximum lengths and widths available that will minimize joints in each area and
that correspond with support system indicated.
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BOARD
2.3 INTERIOR GYPSUM BOARD
A.Gypsum Wallboard:ASTM C1396/C1396M.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Georgia-Pacific Gypsum LLC.
b.National Gypsum Company.
c.USG Corporation.
2.Thickness:5/8 inch.
3.Long Edges:Tapered .
B.Gypsum Board,Type X:ASTM C1396/C1396M.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Georgia-Pacific Gypsum LLC.
b.National Gypsum Company.
c.USG Corporation.
2.Thickness:5/8 inch.
3.Long Edges:Tapered .
C.Gypsum Ceiling Board:ASTM C1396/C1396M.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Georgia-Pacific Gypsum LLC.
b.National Gypsum Company.
c.USG Corporation.
2.Thickness:5/8 inch.
3.Long Edges:Tapered.
D.Abuse-Resistant Gypsum Board:ASTM C1396/C1396M gypsum board,tested according to
ASTM C1629/C1629M.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Georgia-Pacific Gypsum LLC.
b.National Gypsum Company.
c.USG Corporation.
2.Core:5/8 inch ,Type X.
3.Surface Abrasion:ASTM C1629/C1629M,meets or exceeds Level 2 requirements.
4.Indentation:ASTM C1629/C1629M,meets or exceeds Level 2 requirements.
5.Soft-Body Impact:ASTM C1629/C1629M,meets or exceeds Level 2 requirements.
6.Long Edges:Tapered.
092900 -26
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SLO City Hall SECTION 092900 -GYPSUM
BOARD
7.Mold Resistance:ASTM D3273,score of 10 as rated according to ASTM D3274.
E.Impact-Resistant Gypsum Board:ASTM C1396/C1396M gypsum board,tested according to
ASTM C1629/C1629M.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Georgia-Pacific Gypsum LLC.
b.National Gypsum Company.
c.USG Corporation.
2.Core:5/8 inch ,Type X.
3.Surface Abrasion:ASTM C1629/C1629M,meets or exceeds Level 2 requirements.
4.Indentation:ASTM C1629/C1629M,meets or exceeds Level 2 requirements.
5.Soft-Body Impact:ASTM C1629/C1629M,meets or exceeds Level 2 requirements.
6.Hard-Body Impact:ASTM C1629/C1629M,meets or exceeds Level 2 requirements
according to test in Annex A1.
7.Long Edges:Tapered.
8.Mold Resistance:ASTM D3273,score of 10 as rated according to ASTM D3274.
F.Mold-Resistant Gypsum Board:ASTM C1396/C1396M.With moisture-and mold-resistant
core and paper surfaces.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Georgia-Pacific Gypsum LLC.
b.National Gypsum Company.
c.USG Corporation.
2.Core:5/8 inch ,Type X.
3.Long Edges:Tapered.
4.Mold Resistance:ASTM D3273,score of 10 as rated according to ASTM D3274.
2.4 TILE BACKING PANELS
A.Glass-Mat,Water-Resistant Backing Board:ASTM C1178/C1178M,with manufacturer's
standard edges.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.Georgia-Pacific Gypsum LLC.
b.National Gypsum Company.
c.USG Corporation.
2.Core:5/8 inch ,Type X.
3.Mold Resistance:ASTM D3273,score of 10 as rated according to ASTM D3274.
092900 -36
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SLO City Hall SECTION 092900 -GYPSUM
BOARD
B.Cementitious Backer Units:ANSI A118.9 and ASTM C1288 or ASTM C1325,with
manufacturer's standard edges.
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following
a.CertainTeed Corporation.
b.National Gypsum Company.
c.USG Corporation.
2.Thickness:5/8 inch .
3.Mold Resistance:ASTM D3273,score of 10 as rated according to ASTM D3274.
2.5 TRIM ACCESSORIES
A.Interior Trim:ASTM C1047.
1.Material:Galvanized or aluminum-coated steel sheet,rolled zinc,plastic,or paper-faced
galvanized-steel sheet .
2.Shapes:
a.Cornerbead.
b.Bullnose bead.
c.LC-Bead:J-shaped;exposed long flange receives joint compound.
d.L-Bead:L-shaped;exposed long flange receives joint compound.
e.U-Bead:J-shaped;exposed short flange does not receive joint compound.
f.Expansion (control)joint.
g.Curved-Edge Cornerbead:With notched or flexible flanges.
B.Exterior Trim:ASTM C1047.
1.Material:Hot-dip galvanized-steel sheet,plastic,or rolled zinc .
2.Shapes:
a.Cornerbead.
b.LC-Bead:J-shaped;exposed long flange receives joint compound.
c.Expansion (Control)Joint:One-piece,rolled zinc with V-shaped slot and
removable strip covering slot opening.
2.6 JOINT TREATMENT MATERIALS
A.General:Comply with ASTM C475/C475M.
B.Joint Tape:
1.Interior Gypsum Board:Paper.
2.Tile Backing Panels:As recommended by panel manufacturer.
C.Joint Compound for Interior Gypsum Board:For each coat,use formulation that is compatible
with other compounds applied on previous or for successive coats.
092900 -46
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SLO City Hall SECTION 092900 -GYPSUM
BOARD
1.Prefilling:At open joints and damaged surface areas,use setting-type taping compound.
2.Embedding and First Coat:For embedding tape and first coat on joints,fasteners,and
trim flanges,use setting-type taping compound.
a.Use setting-type compound for installing paper-faced metal trim accessories.
3.Fill Coat:For second coat,use setting-type,sandable topping compound.
4.Finish Coat:For third coat,use setting-type,sandable topping compound.
5.Skim Coat:For final coat of Level 5 finish,use drying-type,all-purpose compound .
D.Joint Compound for Tile Backing Panels:
1.Glass-Mat,Water-Resistant Backing Panel:As recommended by backing panel
manufacturer.
2.Cementitious Backer Units:As recommended by backer unit manufacturer.
2.7 AUXILIARY MATERIALS
A.Provide auxiliary materials that comply with referenced installation standards and
manufacturer's written instructions.
B.Steel Drill Screws:ASTM C1002 unless otherwise indicated.
1.Use screws complying with ASTM C954 for fastening panels to steel members from
0.033 to 0.112 inch thick.
2.For fastening cementitious backer units,use screws of type and size recommended by
panel manufacturer.
C.Sound-Attenuation Blankets:ASTM C665,Type I (blankets without membrane facing)
produced by combining thermosetting resins with mineral fibers manufactured from glass,slag
wool,or rock wool.
D.Acoustical Sealant:As specified in Section 079219 "Acoustical Joint Sealants."
PART 3 -EXECUTION
3.1 INSTALLATION AND FINISHING OF PANELS
A.Examine panels before installation.Reject panels that are wet,moisture damaged,and mold
damaged.
B.Comply with ASTM C840.
C.Isolate perimeter of gypsum board applied to non-load-bearing partitions at structural
abutments.Provide 1/4-to 1/2-inch-wide spaces at these locations and trim edges with edge
trim where edges of panels are exposed.Seal joints between edges and abutting structural
surfaces with acoustical sealant.
092900 -56
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SLO City Hall SECTION 092900 -GYPSUM
BOARD
D.For trim with back flanges intended for fasteners,attach to framing with same fasteners used for
panels.Otherwise,attach trim according to manufacturer's written instructions.
E.Prefill open joints and damaged surface areas.
F.Apply joint tape over gypsum board joints,except for trim products specifically indicated as not
intended to receive tape.
G.Gypsum Board Finish Levels:Finish panels to levels indicated below and according to
ASTM C840:
1.Level 4:At panel surfaces that will be exposed to view unless otherwise indicated .
a.Primer and its application to surfaces are specified in Section 099123 "Interior
Painting."
H.Glass-Mat Faced Panels:Finish according to manufacturer's written instructions.
3.2 PROTECTION
A.Protect installed products from damage from weather,condensation,direct sunlight,
construction,and other causes during remainder of the construction period.
B.Remove and replace panels that are wet,moisture damaged,and mold damaged.
END OF SECTION 092900
092900 -66
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SLO City Hall SECTION 093013 -CERAMIC
TILING
SECTION 093013 -CERAMIC TILING
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Ceramic mosaic tile.
2.Glazed wall tile.
3.Tile backing panels.
4.Waterproof membranes.
5.Grout materials.
1.2 ACTION SUBMITTALS
A.Product Data:For each type of product.
PART 2 -PRODUCTS
2.1 PRODUCTS,GENERAL
A.ANSI Ceramic Tile Standard:Provide tile that complies with ANSI A137.1 for types,
compositions,and other characteristics indicated.
B.ANSI Standards for Tile Installation Materials:Provide materials complying with
ANSI A108.02,ANSI standards referenced in other Part 2 articles,ANSI standards referenced
by TCNA installation methods specified in tile installation schedules,and other requirements
specified.
2.2 CERAMIC MOSAIC TILE
A.Ceramic Mosaic Tile Type :Glazed .
1.Products:Subject to compliance with requirements,available manufacturers offering
products that may be incorporated into the Work include,but are not limited to,the
following:
a.Daltile.
2.Certification:Porcelain tile certified by the Porcelain Tile Certification Agency.
3.Module Size:2x2 in Piece,12x24 in.Sheet .
4.Pattern:Criss Cross Mosaic
5.Thickness:1/4 inch.
6.Surface:Smooth,without abrasive admixture.
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SLO City Hall SECTION 093013 -CERAMIC
TILING
7.Product Use Classification:Interior,Wet (IW).
8.Physical Properties:Chemical resistant when tested with indicated chemicals in
accordance with ASTM C650.
9.Tile Color and Pattern:Color:Arctic White D617 .
10.Grout Color:As selected by Architect from manufacturer's full range .
2.3 GLAZED WALL TILE
A.Glazed Wall Tile Type :
1.Manufacturers:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,
the following:
a.Fireclay Tile .
2.Module Size:4x4 in.or 3x6 in.
3.Face Size Variation:Rectified.
4.Thickness:5/16 inch.
5.Tile Color and Pattern:Color:Adobe,Rosemary,or Crater Lake.Pattern:Staggered
Brickwork,Horizontal Grid,or Vertical Grid .
6.Grout Color:As selected by Architect from manufacturer's full range .
7.Mounting:
a.Factory,back mounted.
b.Pregrouted sheets of tiles are factory assembled and grouted with manufacturer's
standard white silicone rubber.
2.4 GROUT MATERIALS
A.Sand-Portland Cement Grout:ANSI A108.10,consisting of white or gray cement and white or
colored aggregate as required to produce color indicated.
PART 3 -EXECUTION
3.1 EXAMINATION
A.Examine substrates,areas,and conditions where tile will be installed,with Installer present,for
compliance with requirements for installation tolerances and other conditions affecting
performance of the Work.
1.Verify that substrates for setting tile are firm;dry;clean;free of coatings that are
incompatible with tile-setting materials,including curing compounds and other
substances that contain soap,wax,oil,or silicone;and comply with flatness tolerances
required by ANSI A108.01 for installations indicated.
2.Verify that concrete substrates for tile floors installed with adhesives bonded mortar bed
or thinset mortar comply with surface finish requirements in ANSI A108.01 for
installations indicated.
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SLO City Hall SECTION 093013 -CERAMIC
TILING
B.Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A.Remove coatings,including curing compounds or other coatings,that are incompatible with
tile-setting materials.
B.Fill cracks,holes,and depressions in concrete substrates for tile floors installed with adhesives
or thinset mortar with trowelable leveling and patching compound specifically recommended by
tile-setting material manufacturer.
C.Where indicated,prepare substrates to receive waterproof membrane by applying a reinforced
mortar bed that complies with ANSI A108.1 and is sloped 1/4 inch per foot toward drains.
D.Blending:For tile exhibiting color variations,verify that tile has been factory blended and
packaged so tile units taken from one package show same range of colors as those taken from
other packages and match approved Samples.If not factory blended,either return to
manufacturer or blend tiles at Project site before installing.
E.Substrate Flatness:
1.For tile shorter than 15 inches,confirm that structure or substrate is limited to variation of
1/4 inch in 10 ft.from the required plane,and no more than 1/16 inch in 12 inches when
measured from tile surface high points.
2.For large format tile,tile with at least one edge 15 inches or longer,confirm that structure
or substrate is limited to 1/8 inch in 10 ft.from the required plane,and no more than
1/16 inch in 24 inches when measured from tile surface high points.
F.Field-Applied Temporary Protective Coating:If indicated under tile type or needed to prevent
grout from staining or adhering to exposed tile surfaces,precoat them with continuous film of
temporary protective coating,taking care not to coat unexposed tile surfaces.
3.3 INSTALLATION OF CERAMIC TILE SYSTEM
A.Install tile backing panels and treat joints in accordance with ANSI A108.11 and manufacturer's
written instructions for type of application indicated.
B.Install waterproof membrane to comply with ANSI A108.13 and manufacturer's written
instructions to produce waterproof membrane of uniform thickness that is bonded securely to
substrate.
1.Allow waterproof membrane to cure and verify by testing that it is watertight before
installing tile or setting materials over it.
C.Install crack isolation membrane to comply with ANSI A108.17 and manufacturer's written
instructions to produce membrane of uniform thickness that is bonded securely to substrate.
1.Allow crack isolation membrane to cure before installing tile or setting materials over it.
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SLO City Hall SECTION 093013 -CERAMIC
TILING
D.Install tile in accordance with TCNA's "Handbook for Ceramic,Glass,and Stone Tile
Installation"for TCNA installation methods specified in tile installation schedules.Comply
with parts of ANSI A108 series that are referenced in TCNA installation methods and specified
in tile installation schedules,and apply to types of setting and grouting materials used.
E.Extend tile work into recesses and under or behind equipment and fixtures to form complete
covering without interruptions unless otherwise indicated.Terminate work neatly at
obstructions,edges,and corners without disrupting pattern or joint alignments.
F.Accurately form intersections and returns.Perform cutting and drilling of tile without marring
visible surfaces.Carefully grind cut edges of tile abutting trim,finish,or built-in items for
straight aligned joints.Fit tile closely to electrical outlets,piping,fixtures,and other
penetrations so plates,collars,or covers overlap tile.
G.Provide manufacturer's standard trim shapes where necessary to eliminate exposed tile edges.
H.Where accent tile differs in thickness from field tile,vary setting-bed thickness so that tiles are
flush.
I.Jointing Pattern:Lay tile in grid pattern unless otherwise indicated.Lay out tile work and center
tile fields in both directions in each space or on each wall area.Lay out tile work to minimize
use of pieces that are less than half of a tile.Provide uniform joint widths unless otherwise
indicated.
J.Lay out tile wainscots to dimensions indicated or to next full tile beyond dimensions indicated.
K.Movement Joints:Provide movement joints and other sealant-filled joints,including control,
contraction,and isolation joints,where indicated on Drawings.Form joints during installation
of setting materials,mortar beds,and tile.Keep joints free of dirt,debris,and setting materials
prior to filling with sealants.Do not saw-cut joints after installing tiles.
1.Where joints occur in concrete substrates,locate joints in tile surfaces directly above
them.
L.Metal Flooring Transitions:Install at locations indicated where exposed edge of tile flooring
meets carpet,wood,or other flooring that finishes flush with top of tile where exposed edge of
tile flooring meets carpet,wood,or other flooring that finishes flush with or below top of tile
and no threshold is indicated.
END OF SECTION 093013
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SLO City Hall SECTION 095123 -
ACOUSTICAL TILE
CEILINGS
SECTION 095123 -ACOUSTICAL TILE CEILINGS
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Acoustical tiles.
2.Metal suspension system.
3.Accessories.
1.2 ACTION SUBMITTALS
A.Product Data:For each type of product.
PART 2 -PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
2.2 ACOUSTICAL TILES
A.Manufacturers:Subject to compliance with requirements,available manufacturers offering
products that may be incorporated into the Work include,but are not limited to,the following:
1.Armstrong World Industries,Inc.
2.CertainTeed;SAINT-GOBAIN.
3.USG Corporation.
B.Acoustical Tile Standard:Manufacturer's standard tiles of configuration indicated that comply
with ASTM E1264.
C.Color:As selected from manufacturer's full range .
D.Noise Reduction Coefficient (NRC):.60 or higher .
E.Edge/Joint Detail:As indicated by manufacturer's designation .
F.Thickness:3/4 inch .
G.Modular Size:24 by 24 inches..
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SLO City Hall SECTION 095123 -
ACOUSTICAL TILE
CEILINGS
2.3 METAL SUSPENSION SYSTEM
A.Manufacturers:Subject to compliance with requirements,available manufacturers offering
products that may be incorporated into the Work include,but are not limited to,the following:
1.Armstrong Ceiling &Wall Solutions.
2.USG Corporation.
B.Metal Suspension-System Standard:Manufacturer's standard,direct-hung,fully concealed,
metal suspension system that complies with applicable requirements in ASTM C635/C635M.
C.Direct-Hung,Double-Web Suspension System:Main and cross runners roll formed from and
capped with cold-rolled steel sheet,prepainted,electrolytically zinc coated,or hot-dip
galvanized,G30 coating designation.
1.Structural Classification:Heavy-duty system.
2.Access:Upward Downward and end pivoted or side pivoted,with initial access openings
of size indicated below and located throughout ceiling within each module formed by
main and cross runners,with additional access available by progressively removing
remaining acoustical tiles.
a.Initial Access Opening:In each module,24 by 24 inches .
2.4 ACCESSORIES
A.Attachment Devices:Size for five times the design load indicated in ASTM C635/C635M,
Table 1,"Direct Hung,"unless otherwise indicated.Comply with seismic design requirements.
PART 3 -EXECUTION
3.1 PREPARATION
A.Measure each ceiling area and establish layout of acoustical tiles to balance border widths at
opposite edges of each ceiling.Avoid using less-than-half-width tiles at borders unless
otherwise indicated.
B.Layout openings for penetrations centered on the penetrating items.
3.2 INSTALLATION OF SUSPENDED ACOUSTICAL TILE CEILINGS
A.Install suspended acoustical tile ceilings in accordance with ASTM C636/C636M and
manufacturer's written instructions.
B.Install edge moldings and trim of type indicated at perimeter of acoustical ceiling area and
where necessary to conceal edges of acoustical tiles.
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SLO City Hall SECTION 095123 -
ACOUSTICAL TILE
CEILINGS
1.Apply acoustical sealant in a continuous ribbon concealed on back of vertical legs of
moldings before they are installed.
2.Do not use exposed fasteners,including pop rivets,on moldings and trim.
C.Arrange directionally patterned acoustical tiles as indicated on reflected ceiling plans.
END OF SECTION 095123
095123 -33
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SLO City Hall SECTION 096513 -
RESILIENT BASE AND
ACCESSORIES
SECTION 096513 -RESILIENT BASE AND ACCESSORIES
PART 1 -PART 1 –GENERAL
1.1 GENERAL PROVISIONS
A.Drawings and general provisions of the Contract,including General and Supplementary
Conditions of Division 01 General Requirements,Specification Sections,apply to this section.
1.2 SUMMARY
A.Section includes:
1.Resilient Wall Base
1.3 SUBMITTALS,RELATED DOCUMENTS
A.General:Submit listed submittals in accordance with Conditions of the Contract and Division 1
Submittal Procedures.
B.Product Data:Submit manufacturers documentation for each material and accessory proposed
for use (available at www.flexcofloors.com).
1.Technical data sheet
2.Installation Instructions
3.Care &Maintenance document
4.Warranty
C.Samples for Verification:For each type of product indicated,in manufacturer ’s standard-size
samples of each resilient product color,texture and pattern required.
1.4 QUALITY ASSURANCE
A.Manufacturer Qualifications:Provide resilient wall base materials manufactured in the United
States of America by a firm with a minimum of 10 years’experience with resilient rubber
materials of type equivalent to those specified.
B.Provide resilient wall base,flooring materials,adhesives,accessories and subfloor preparation
products from one manufacturer to ensure color matching and compatibility.
C.Manufacturer shall be capable of providing technical training and technical field service
representation.
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SLO City Hall SECTION 096513 -
RESILIENT BASE AND
ACCESSORIES
1.5 RELATED WORK
A.Installer must be professional,licensed,insured and acceptable to manufacturer of resilient
flooring materials.Project Managers or Field Supervisors must be INSTALL (International
Standards &Training Alliance)certified CFI (Certified Floorcovering Installers)Certified
and/or an FCICA (The Flooring Contractors Association)CIM (Certified Installation Manager)
for the requirements of the project or equivalent.
1.6 DELIVERY,STORAGE AND HANDLING
A.Store resilient products and installation materials in dry spaces protected from the weather,with
ambient temperatures maintained within the range recommended by Flexco of 65 degrees F (18
degrees C)and 85 degrees F (29 degrees C).
1.7 PROJECT CONDITIONS
A.Install resilient products after other finishing operations,including painting,have been
completed.
B.Maintain ambient temperatures within range of (±10 degrees)65 degrees F (18 degrees C)and
85 degrees F (29 degrees C)in the spaces to receive the resilient products during:
1.48 hours before installation.
2.During installation.
3.48 hours after installation.
C.Maintain relative humidity between 40%and 65%during installation.
D.Avoid conditions in which dew point causes condensation on the installation surface.
1.8 WARRANTY
A.Provide manufacturer ’s standard limited commercial warranty to cover manufacturing defects.
PART 2 -PART 2 -PRODUCTS
2.1 MANUFACTURERS:Subject to compliance with requirements,available manufacturers
offering products that may be incorporated into the Work include,but are not limited to,the
following:
A.Basis-of-Design:Flexco Floors |1401 East 6th Street |Tuscumbia,AL 35674 |P:(800)
633-3151
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SLO City Hall SECTION 096513 -
RESILIENT BASE AND
ACCESSORIES
2.2 PRODUCTS
A.FLEXCO WALLFLOWERS THERMOSET RUBBER (TS)WALL BASE -specify rubber wall
base with the following characteristics:Meets the performance requirements for the following
Industry Standards:
1.ASTM F1861,Standard Specification for Resilient Wall Base,Type TS (rubber,
vulcanized thermoset),Group 1 (solid,homogeneous)
2.Style:B Cove
3.Size:6 in.
4.Specify size by name and description:(remove all but the size selecting)Flexco
Wallflowers Rubber Wall Base:48”length sections,Flexco Wallflowers Wall Base:120’
length rolls
5.Color:Umber 078,to match existing.
2.3 INSTALLATION AND MAINTENANCE MATERIALS
A.Substrate/Background Preparation Products:Adhesives:Adhesives should be selected based on
the site conditions and use of the space being installed.
B.Recommended Adhesive Products:
1.Excelsior WB-600 Acrylic Wall Base Adhesive provided by Flexco
a.Unit Size:30 oz.cartridge,1 Gallon &4 Gallon
b.Coverage:30 –70 linear feet per cartridge,180 –340 linear feet per gallon
c.Standard installations over porous backgrounds
d.100 %solids,solvent free and low VOCs
e.Hard set adhesive adding to dimensionally stable materials
f.Excellent sheer strength
g.Excelsior C-630 Contact Adhesive provided by Flexco
h.Unit Size:1 Quart
i.Coverage:20 –40 Square Feet per unit /120 –140 Linear Feet per unit
j.Standard installations over porous and non-porous substrates
k.Hard set adhesive adding to dimensionally stable materials
l.Superior bond strength
m.Great for environments with topical moisture
2.Accessories:Items needed to complete the installation.Recommended accessory
products:
a.Flexco Factory Inside Corners
b.Flexco Factory Outside Corners
c.Color-matched Caulks
3.Maintenance Materials:Proper maintenance of the installation is critical to the long term
performance of the rubber wall base products being specified.Using the appropriate
chemicals to maintain the product according to the environment in which it is specified is
critical.Recommended maintenance products:
a.Excelsior NC-900,All-Purpose Neutral pH Cleaner provided by Flexco
b.For daily and routine maintenance
096513 -36
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SLO City Hall SECTION 096513 -
RESILIENT BASE AND
ACCESSORIES
PART 3 -PART 3 –EXECUTION
3.1 GENERAL
A.General Contractor Responsibilities:
1.Supply a safe,climate controlled building as detailed in Flexco Technical Data Sheets.
2.Ensure substrate/background meets the requirements of ASTM F1861,Flexco Technical
Data Sheets and Excelsior Technical Data Sheets.
3.Provide a secure storage area that is maintained permanently or temporarily at normal
operating temperature and humidity conditions between 65 degrees F and 85degrees F
and between 40%and 65%relative humidity,for at least 48-hours prior to and during the
application of the wall base,so the contractor can acclimate the rubber base materials per
manufacturer’s instructions.
4.Provide an installation area that is weather tight and maintained either permanently or
temporarily at ambient service temperature and humidity.Normal operating temperature
and humidity conditions are between 65degrees F and 85degrees F and between 40%and
65%relative humidity,for at least 48-hours prior to and during the application of the wall
base per the manufacturer’s instructions.
5.Ensure areas with direct prolonged exposure to sunlight are protected with protective
UVA/UVB restrictive coatings or films.
6.In areas where the walls are subject to direct sunlight through doors or windows,the
doors and windows should be covered using blinds,curtains,cardboard or similar for the
time of the installation and 72-hours after the installation to allow the adhesive to cure.
Note:These areas should be installed using wet adhesives only.
7.Conduct initial maintenance prior to final usage per the Flexco Care &Maintenance
Documents.Do not conduct initial maintenance until adhesive has cured per the adhesive
technical data.
8.Provide trained installers that are professional,licensed,insured and acceptable to
manufacturer of resilient rubber wall base materials.
9.Ensure installers or installation teams meet one of the following requirements:
10.Have completed INSTALL (International Standards &Training Alliance)
11.CFI (Certified Floorcovering Installers)training programs
12.Certified by INSTALL or CFI.
13.Are being supervised by Project Managers or Field Supervisors that are INSTALL
(International Standards &Training Alliance)certified,CFI (Certified Floorcovering
Installers)Certified and/or an FCICA (The Flooring Contractors Association)CIM
(Certified Installation Manager).
14.Follow all requirements in the appropriate Flexco and/or Excelsior Technical Data
Sheets,Care &Maintenance Documents,Warranties and other technical documents or
instructions.
3.2 EXAMINATION
A.General:Follow guidelines laid out in Division 01,Section 017100 –Examination and
Preparation,as well as Section 014300 –Quality Assurance.
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SLO City Hall SECTION 096513 -
RESILIENT BASE AND
ACCESSORIES
B.Verification of Conditions:Inspect all substrates/backgrounds to ensure they are clean,smooth,
permanently dry,structurally sound and without voids.Confirm all areas are properly sealed
and acclimated per manufacturer ’s requirements.
C.Verification of Products:In accordance with manufacturer ’s installation requirements,visually
inspect material for size,style,color or visual defects prior to installing.Any material that is
incorrect or visually defective shall not be installed.
3.3 SUBSTRATE/BACKGROUND PREPARATION
A.General:Follow guidelines laid out in Division 01,Section 017100 –Examination and
preparation.All work required ensuring substrate/background meets manufacturers’guidelines
are the responsibility of the general contractor.
B.Preparation:Ensure substrate/background meets the requirements of ASTM F1861 for resilient
wall base and/or Flexco Technical Data Sheets and Excelsior Technical Data Sheets.
1.Substrates/backgrounds must be free of visible water or moisture,dust,sealers,paint,
residual adhesives and adhesive removers,solvents,wax,oil,grease,mold,mildew and
any other extraneous coating,film,material or foreign matter.
2.Acclimate all products to be used during the installation and the installation environment
prior to installation according to the manufacturers written instructions.
3.Fill cracks,holes,depressions and irregularities in the substrate/background to prevent
transferring through to the surface of the resilient wall base.
3.4 INSTALLATION
A.General:Follow all relevant guidelines detailed in Division 01,as well as wall base and
adhesive manufacturer’s technical data sheets.
B.Resilient Rubber Wall Base:Install material in accordance with manufacturer’s
recommendations.
1.Select the appropriate adhesive for the application and job site conditions.
2.Install material according to roll sequence or with like run numbers.
3.Ensure material is rolled appropriately into the adhesive using a hand roller.
3.5 CLEANING &MAINTENANCE
A.General:Clean up installation area and vacuum dust or wipe material to remove any dirt,dust or
debris.
B.Initial Maintenance:Conduct initial maintenance per the manufacturer’s recommended
procedures stated in the Maintenance Documents.All documentation is available upon request
or from the Flexco website:www.flexcofloors.com.
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RESILIENT BASE AND
ACCESSORIES
C.Regular Maintenance:Excelsior Cleaning products are the recommended products for use when
performing maintenance.All can be found linked to the product on the Flexco website or at
www.excelsiorproducts.net.
D.Conduct maintenance on regular intervals as needed.Insufficient cleaning will reduce the wear
life of the wall base and alter the aesthetic properties of the wall base.The amount of
maintenance depends directly upon the amount of dirt and particulates the area is subjected to.
3.6 CLOSEOUT ACTIVITIES
A.General:Follow all federal,state and local requirements and Division 01 Section 017600 –
Protecting Installed Construction and Section 017800 –Closeout Submittal requirements for
these activities,protecting installed construction.
B.Protection:Protect newly installed material from damage by other trades.Be sure all
construction debris is picked up and vacuumed or removed prior to leaving the area.Limit
usage and foot traffic according to the adhesive's requirements.When moving appliances or
heavy furniture,protect wall base from scuffing and tearing using temporary floor protection as
well.
END OF SECTION 096513
096513 -66
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SLO City Hall SECTION 096513.36 -
RESILIENT CARPET
TRANSITIONS
SECTION 096513.36 -RESILIENT CARPET TRANSITIONS
PART 1 -GENERAL
1.1 SECTION INCLUDES
A.Specialty moldings and trim for flooring including the following:
1.Carpet metal trim.
2.Coving,square,and bevel caps.
3.Accessories including drive nails,straightedge,trowels.
1.2 RELATED SECTIONS
A.Section 096513 -Resilient Base and Accessories.
B.Section 096813 -Tile Carpeting.
C.Section 096543 –Linoleum Flooring.
1.3 SUBMITTALS
A.Submit under provisions of Section 013000 -Administrative Requirements.
B.Product Data:
1.Manufacturer's data sheets on each product to be used.
2.Preparation instructions and recommendations.
3.Storage and handling requirements and recommendations.
4.Typical installation methods.
C.Selection Samples:For each finish product specified,two complete sets of color chips
representing manufacturer's full range of available colors and patterns.
D.Verification Samples:For each finish product specified,two samples,minimum size 6 inches
(150 mm)square representing actual product,color,and patterns.
1.4 QUALITY ASSURANCE
A.Manufacturer Qualifications:Company specializing in manufacturing products specified in this
section with a minimum five years documented experience.
096513.36 -13
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SLO City Hall SECTION 096513.36 -
RESILIENT CARPET
TRANSITIONS
B.Installer Qualifications:Company specializing in performing Work of this section with
minimum two years documented experience with projects of similar scope and complexity.
C.Source Limitations:Provide each type of product from a single manufacturing source to ensure
uniformity.
D.Mock-Up:Construct a mock-up with actual materials in sufficient time for Architect's review
and to not delay construction progress.Locate mock-up as acceptable to Architect and provide
temporary foundations and support.
1.Intent of mock-up is to demonstrate quality of workmanship and visual appearance.
2.If mock-up is not acceptable,rebuild mock-up until satisfactory results are achieved.
3.Retain mock-up during construction as a standard for comparison with completed work.
4.Do not alter or remove mock-up until work is completed or removal is authorized.
1.5 DELIVERY,STORAGE,AND HANDLING
A.Store and handle in strict compliance with manufacturer's written instructions and
recommendations.
B.Protect from damage due to weather,excessive temperature,and construction operations.
1.6 PROJECT CONDITIONS
A.Maintain environmental conditions (temperature,humidity,and ventilation)within limits
recommended by manufacturer for optimum results.Do not install products under
environmental conditions outside manufacturer's recommended limits.
1.7 SEQUENCING
A.Ensure that products of this section are supplied to affected trades in time to prevent interruption
of construction progress.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A.Acceptable Manufacturer:
1.Futura Transitions.
2.Approved equal.
B.Requests for substitutions will be considered in accordance with provisions of Section 016000 -
Product Requirements.
096513.36 -23
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SLO City Hall SECTION 096513.36 -
RESILIENT CARPET
TRANSITIONS
2.2 CARPET METAL TRIM
2.3 COVING,SQUARE,AND BEVEL CAPS
A.Coving Cap,1/8 inch:For coving carpet or resilient floors.
1.Basis of Design:Futura Transitions CM 901.
2.4 ACCESSORlES
A.Drive Nails:
1.Finish:Black.
B.Straight Edge:Acts as a guide to cut carpet in a straight line.
1.Length:36 inches (914 mm).
2.Length:75 inches (1905 mm).
2.5 ALUMINUM FlNlSHES
A.Finish:
1.Silver.
PART 3 -EXECUTION
3.1 EXAMINATION
A.Do not begin installation until substrates have been properly constructed and prepared.
B.If substrate preparation is the responsibility of another installer,notify Architect in writing of
unsatisfactory preparation before proceeding.
3.2 PREPARATION
A.Clean surfaces thoroughly prior to installation.
B.Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
096513.36 -33
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SLO City Hall SECTION 096513.36 -
RESILIENT CARPET
TRANSITIONS
3.3 INSTALLATION
A.Install in accordance with manufacturer's instructions,approved submittals and in proper
relationship with adjacent construction.
3.4 CLEANING AND PROTECTION
A.Clean products in accordance with the manufacturer's recommendations.
B.Touch-up,repair or replace damaged products before Substantial Completion.
END OF SECTION 096513.36
096513.36 -43
Page 293 of 603
SLO City Hall SECTION 096813 -TILE
CARPETING
SECTION 096813 -TILE CARPETING
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Modular carpet tile.
1.2 ACTION SUBMITTALS
A.Product Data:For each type of product.
1.3 INFORMATIONAL SUBMITTALS
A.Sample warranty.
1.4 CLOSEOUT SUBMITTALS
A.Maintenance data.
1.5 QUALITY ASSURANCE
1.6 WARRANTY
A.Special Warranty for Carpet Tiles:Manufacturer agrees to repair or replace components of
carpet tile installation that fail in materials or workmanship within specified warranty period.
1.Warranty Period:10 years from date of Substantial Completion.
B.Submit a copy of the manufacturer's standard warranty to the Procurement Officer within the
first 60 days of Government occupancy.Government is to be a beneficiary of the terms of this
warranty.
PART 2 -PRODUCTS
2.1 CARPET TILE
A.Basis-of-Design Product:Subject to compliance with requirements,provide modular carpet tile
by Interface Inc.or comparable product by one of the following:
096813 -14
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SLO City Hall SECTION 096813 -TILE
CARPETING
1.Shaw Industries Group,Inc.;Berkshire Hathaway Company.
B.Patterns and Colors:(Refer to Finish Schedules for locations).
1.Style:Shaw Constellation Carpet Tile
2.Color:Aquarius
C.Fiber Content:100 percent recycled nylon .
D.Fiber Type:Ecosolution Q100 Nylon .
E.Pile Characteristic:Tufted pattern loop
F.Density:8727 oz./cu.yd .
G.Stitches:9.5 per inch .
H.Gage:1/10 in .
I.Surface Pile Weight:24 oz./sq/yd .
J.Primary Backing/Backcoating:Synthetic .
K.Secondary Backing:Ecosolution Q100 Nylon .
L.Size:24 by 24 inches .
M.Sustainable Design Requirements:
1.Sustainable Product Certification:Platinum level certification according to
ANSI/NSF 140.
2.Verify carpet and cushion comply with testing and product requirements of CRI's "Green
Label Plus"testing program.
3.Verify flooring products comply with the requirements of the California Department of
Public Health's "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers."
4.Recycle Content of Total Product Weight:Must be Post-consumer recovered content -
Modular Tile:minimum of 30%.
N.Performance Characteristics:
1.Appearance Retention Rating:must meet Texture Appearance Retention Rating (TARR)
ratings as specified:=3.0 TARR (Moderate Traffic)for private offices,=3.0 TARR
(Heavy)for training,conference and court rooms,=3.5 TARR (Severe)for open offices,
cafeteria,corridors,lobbies.Severe traffic,3.5 minimum according to ASTM D7330
using ASTM D-5252 Hexapod Drum Test as per commercial carpet test procedure..
2.Critical Radiant Flux Classification:Not less than 0.45 W/sq. cm according to NFPA 253.
3.Dry Breaking Strength:Not less than 100 lbf according to ASTM D2646.
4.Tuft Bind:Not less than 8 lbf according to ASTM D1335.
096813 -24
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SLO City Hall SECTION 096813 -TILE
CARPETING
5.Dimensional Tolerance:Within 1/32 inch of specified size dimensions,as determined by
physical measurement.
6.Dimensional Stability:0.2 percent or less according to ISO 2551 (Aachen Test).
7.Colorfastness to Crocking:Not less than 4,wet and dry,according to AATCC 165.
8.Colorfastness to Light:Not less than 4 after 40 AFU (AATCC fading units)according to
AATCC 16,Option E.
9.Electrostatic Propensity:Less than 3.5 kV according to AATCC 134.
10.Flammability:Meets CPSC-FF-1-70,DOC-FF-1-70 Methenamine Tablet Test criteria
11.Flooring Radiant Panel Test:Meets NFPA Class I or II depending upon occupancy and
fire code when tested under ASTM E-648 for glue down installation.
12.Smoke Density:NBS Smoke Chamber -less than 450 Flaming Mode when tested under
ASTM E-662.
13.Testing must be performed in a NVLAP accredited laboratory.
2.2 INSTALLATION ACCESSORIES
A.Trowelable Leveling and Patching Compounds:Latex-modified,hydraulic-cement-based
formulation provided or recommended by carpet tile manufacturer.
B.Adhesives:Water-resistant,mildew-resistant,nonstaining,pressure-sensitive type to suit
products and subfloor conditions indicated,that comply with flammability requirements for
installed carpet tile,and are recommended by carpet tile manufacturer for releasable installation.
1.Verify adhesives have a VOC content not more than 50 g/L when calculated according to
40 CFR 59,Subpart D (EPA method 24).
PART 3 -EXECUTION
3.1 CARPET RECLAMATION
A.Reclamation of existing carpet to be determined with potential vendor.When carpet is replaced,
submit certification documentation from the reclamation facility to the Procurement Officer.
3.2 EXAMINATION
A.Perform bond test recommended in writing by adhesive manufacturer.
1.Access Flooring Systems:Verify access floor substrate is compatible with carpet tile and
adhesive,if any,and underlayment surface is gaps greater than 1/8 inch and protrusions
more than 1/32 inch.
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CARPETING
3.3 PREPARATION
A.General:Comply with the Carpet and Rug Institute's CRI 104 and with carpet tile
manufacturer's written installation instructions for preparing substrates indicated to receive
carpet tile.
B.Use trowelable leveling and patching compounds,according to manufacturer's written
instructions,to fill cracks,holes,depressions,and protrusions in substrates.Fill or level cracks,
holes and depressions 1/8 inch wide or wider,and protrusions more than 1/32 inch unless more
stringent requirements are required by manufacturer's written instructions.
C.Concrete Substrates:Remove coatings,including curing compounds,and other substances that
are incompatible with adhesives and that contain soap,wax,oil,or silicone,without using
solvents.Use mechanical methods recommended in writing by adhesive and carpet tile
manufacturers.
D.Metal Substrates:Clean grease,oil,soil and rust,and prime if recommended in writing by
adhesive manufacturer.Rough sand painted metal surfaces and remove loose paint.Sand
aluminum surfaces,to remove metal oxides,immediately before applying adhesive.
E.Broom and vacuum clean substrates to be covered immediately before installing carpet tile.
3.4 INSTALLATION
A.General:Comply with the Carpet and Rug Institute's CRI 104,Section 10,"Carpet Tile,"and
with carpet tile manufacturer's written installation instructions.
B.Installation Method:Glue down;install every tile with full-spread,releasable,pressure-sensitive
adhesive .
C.Maintain dye-lot integrity.Do not mix dye lots in same area.
D.Maintain pile-direction patterns recommended in writing by carpet tile manufacturer.
E.Cut and fit carpet tile to butt tightly to vertical surfaces,permanent fixtures,and built-in
furniture including cabinets,pipes,outlets,edgings,thresholds,and nosings.Bind or seal cut
edges as recommended by carpet tile manufacturer.
F.Extend carpet tile into toe spaces,door reveals,closets,open-bottomed obstructions,removable
flanges,alcoves,and similar openings.
G.Maintain reference markers,holes,and openings that are in place or marked for future cutting
by repeating on carpet tile as marked on subfloor.Use nonpermanent,nonstaining marking
device.
H.Install pattern parallel to walls and borders.
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CARPETING
I.Access Flooring:Stagger joints of carpet tiles so carpet tile grid is offset from access flooring
panel grid.Do not fill seams of access flooring panels with carpet adhesive;keep seams free of
adhesive.
J.Protect carpet tile against damage from construction operations and placement of equipment and
fixtures during the remainder of construction period.Use protection methods indicated or
recommended in writing by carpet tile manufacturer.
END OF SECTION 096813
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SLO City Hall SECTION 099123 - INTERIOR
PAINTING
SECTION 099123 - INTERIOR PAINTING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Primers.
2. Solvent-based finish coatings.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1. Dunn-Edwards Corporation (a Nippon Paint Holdings Co. Ltd. company).
2. Sherwin-Williams Company (The).
2.2 PAINT PRODUCTS, GENERAL
A. Material Compatibility:
1. Materials for use within each paint system shall be compatible with one another and
substrates indicated, under conditions of service and application as demonstrated by
manufacturer, based on testing and field experience.
2. For each coat in a paint system, products shall be recommended in writing by topcoat
manufacturers for use in paint system and on substrate indicated.
B. Colors: Refer to Finish Plan, A-113 and Interior Elevations A-211. ..
1. Primary: Match Existing.
2. P-1; Accent Color, Shared Spaces: Dunn Edwards, Island View, DE5848
3. P-2; Accent Color, IT: Dunn Edwards, Fresh Thyme, DE5654
4. P-3; Accent Color, Finance: Dunn Edwards, October Haze, DE5171
5. C-1: Breakroom Cabinet Color: Sherwin Williams, Mindful Gray, SW 7016
099123 - 13
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SLO City Hall SECTION 099123 - INTERIOR
PAINTING
2.3 SOLVENT-BASED FINISH COATS
A. Interior, Alkyd, Semigloss: Pigmented, solvent-based alkyd paint for use on primed/sealed
interior plaster, gypsum, wood, and metal walls primarily in residential and moderate traffic
commercial environments.
1. Manufacturers: Subject to compliance with requirements, available manufacturers
offering products that may be incorporated into the Work include, but are not limited to,
the following:
a. Benjamin Moore & Co.
b. Sherwin-Williams Company (The).
2. Gloss Level: Manufacturer's standard semigloss finish , match existing.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Verify suitability of substrates, including surface conditions and compatibility, with existing
finishes and primers.
B. Proceed with coating application only after unsatisfactory conditions have been corrected.
1. Application of coating indicates acceptance of surfaces and conditions.
3.2 PREPARATION
A. Comply with manufacturer's written instructions and recommendations applicable to substrates
and paint systems indicated.
B. Remove hardware, covers, plates, and similar items already in place that are removable and are
not to be painted. If removal is impractical or impossible because of size or weight of item,
provide surface-applied protection before surface preparation and painting.
C. After completing painting operations, use workers skilled in the trades involved to reinstall
items that were removed. Remove surface-applied protection if any.
3.3 INSTALLATION
A. Apply paints according to manufacturer's written instructions.
B. Apply paints to produce surface films without cloudiness, spotting, holidays, laps, brush marks,
roller tracking, runs, sags, ropiness, or other surface imperfections. Cut in sharp lines and color
breaks.
099123 - 23
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SLO City Hall SECTION 099123 - INTERIOR
PAINTING
3.4 CLEANING AND PROTECTION
A. After completing paint application, clean spattered surfaces. Remove spattered paints by
washing, scraping, or other methods. Do not scratch or damage adjacent finished surfaces.
B. Protect work of other trades against damage from paint application. Correct damage to work of
other trades by cleaning, repairing, replacing, and refinishing, as approved by Architect, and
leave in an undamaged condition.
C. At completion of construction activities of other trades, touch up and restore damaged or
defaced painted surfaces.
3.5 INTERIOR PAINTING SCHEDULE
A. Gypsum Board and Plaster Substrates:
1. Latex over Latex Sealer System :
a. Prime Coat: Interior latex primer sealer.
b. Intermediate Coat: Matching topcoat.
c. Topcoat: Interior, latex, satin semigloss .
B. Insulation-Covering Substrates: Including .
END OF SECTION 099123
099123 - 33
Page 301 of 603
SLO City Hall SECTION 101423.16 -
ROOM-IDENTIFICATION
PANEL SIGNAGE
SECTION 101423.16 -ROOM-IDENTIFICATION PANEL SIGNAGE
PART 1 -GENERAL
1.1 SUMMARY
A.Section includes room-identification signs that are directly attached to the building.
1.2 ACTION SUBMITTALS
A.Product Data:For each type of product.
B.Shop Drawings:For room-identification signs.
1.Include fabrication and installation details and attachments to other work.
2.Show sign mounting heights,locations of supplementary supports to be provided by other
installers,and accessories.
3.Show message list,typestyles,graphic elements , including raised characters and Braille,
and layout for each sign at least half size .
PART 2 -PRODUCTS
2.1 PERFORMANCE REQUIREMENTS
A.Accessibility Standard:Comply with applicable provisions in the USDOJ's "2010 ADA
Standards for Accessible Design"the ABA standards of the Federal agency having jurisdiction
and ICC A117.1 .
2.2 ROOM-IDENTIFICATION SIGNS
A.Room-Identification Sign 41/A-107 :Sign system with smooth,uniform surfaces;with message
and characters having uniform faces,sharp corners,and precisely formed lines and profiles;and
as follows:
1.Basis-of-Design Product:Subject to compliance with requirements,provide ACE Sign
Systems,Inc.;or comparable product by one of the following:
a.ASI Sign Systems,Inc.
b.inpro Corporation.
c.Vista System,LLC.
d.ACE Sign Systems,Inc.
2.Laminated-Sheet Sign:Photopolymer face sheet with raised graphics laminated over
subsurface graphics to acrylic backing sheet to produce composite sheet.
101423.16 -13
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SLO City Hall SECTION 101423.16 -
ROOM-IDENTIFICATION
PANEL SIGNAGE
a.Composite-Sheet Thickness:Manufacturer's standard for size of sign .
b.Surface-Applied Graphics:Applied paint .
c.Color(s):TBD .
3.Sign-Panel Perimeter:Finish edges smooth.
a.Edge Condition at Vertical Edges at Horizontal Edges :Square cut .
b.Corner Condition in Elevation:As indicated on Drawings .
4.Mounting:Surface mounted to wall with two-face tape .
2.3 SIGN MATERIALS
A.Acrylic Sheet:ASTM D 4802,category as standard with manufacturer for each sign,Type UVF
(UV filtering).
2.4 FABRICATION
A.General:Provide manufacturer's standard sign assemblies according to requirements indicated.
1.Mill joints to a tight,hairline fit.Form assemblies and joints exposed to weather to resist
water penetration and retention.
2.Conceal connections if possible;otherwise,locate connections where they are
inconspicuous.
3.Provide rabbets,lugs,and tabs necessary to assemble components and to attach to
existing work.Drill and tap for required fasteners.Use concealed fasteners where
possible;use exposed fasteners that match sign finish.
B.Subsurface-Applied Graphics:Apply graphics to back face of clear face-sheet material to
produce precisely formed image.Image shall be free of rough edges.
C.Subsurface-Etched Graphics:Reverse etch back face of clear face-sheet material.Fill resulting
copy with manufacturer's standard enamel.Apply opaque manufacturer's standard background
color coating over enamel-filled copy.
PART 3 -EXECUTION
3.1 INSTALLATION
A.General:Install signs using mounting methods indicated and according to manufacturer's
written instructions.
1.Install signs level,plumb,true to line,and at locations and heights indicated,with sign
surfaces free of distortion and other defects in appearance.
2.Install signs so they do not protrude or obstruct according to the accessibility standard.
3.Before installation,verify that sign surfaces are clean and free of materials or debris that
would impair installation.
101423.16 -23
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SLO City Hall SECTION 101423.16 -
ROOM-IDENTIFICATION
PANEL SIGNAGE
B.Mounting Methods:
1.Two-Face Tape:Clean bond-breaking materials from substrate surface and remove loose
debris.Apply tape strips symmetrically to back of sign and of suitable quantity to support
weight of sign without slippage.Keep strips away from edges to prevent visibility at sign
edges.Place sign in position,and push to engage tape adhesive.
END OF SECTION 101423.16
101423.16 -33
Page 304 of 603
SLO City Hall SECTION 102113 -TOILET
COMPARTMENTS
SECTION 102113 -TOILET COMPARTMENTS
PART 1 -GENERAL
1.1 SECTION INCLUDES
A.High Pressure Laminate (HPL)with Particle Board Substrate (Bobrick MetroSeries).
1.Toilet partitions.
2.Urinal privacy screens.
1.2 RELATED SECTIONS
A.Section 055000 -Metal Fabrications.
B.Section 061000 -Rough Carpentry.
C.Section 092523 -Lime Based Plastering.
D.Section 093300 -Conductive Tiling.
E.Section 095123 -Acoustical Tile Ceilings.
F.Section 102813.19 -Healthcare Toilet Accessories.
G.Section 102813.19 -Healthcare Toilet Accessories.
1.3 SUBMITTALS
A.Submit under provisions of Section 013000 -Administrative Requirements.
B.Product Data:Manufacturer's data sheets on each product to be used,including:
1.Preparation instructions and recommendations.
2.Storage and handling requirements and recommendations.
3.Installation methods.
C.USA Certificate of Origin:Manufacturer shall supply with first submittal,an example of their
Certificate of Origin declaring toilet compartments are wholly manufactured and assembled
specifically in the United States,including city and state locations.A notarized Certificate of
Origin shall be provided with closeout documents.
D.Shop Drawings:Submit manufacturer's shop drawings for each product specified,including the
following:
102113 -15
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SLO City Hall SECTION 102113 -TOILET
COMPARTMENTS
1.Plans,elevations,details of construction and attachment to adjacent construction.
2.Show anchorage locations and accessory items.
3.Verify dimensions with field measurements prior to final production of toilet
compartments.
1.4 QUALITY ASSURANCE
A.Manufacturer Qualifications:Minimum 10 year experience manufacturing similar products.
B.Installer Qualifications:Minimum 2 year experience installing similar products.
C.Single Source Requirements:To the greatest extent possible provide products from a single
manufacturer.
D.Accessibility Requirements:Comply with requirements applicable in the jurisdiction of the
project,including but not limited to ADA and ICC/ANSI A117.1 requirements as applicable.
1.5 DELIVERY,STORAGE,AND HANDLING
A.Deliver and store products in manufacturer's unopened packaging bearing the brand name and
manufacturer's identification until ready for installation.
B.Handling:Handle materials to avoid damage.
1.6 PROJECT CONDITIONS
A.Maintain environmental conditions (temperature,humidity,and ventilation)within limits
recommended by manufacturer for optimum results.Do not install products under
environmental conditions outside manufacturer's recommended limits.
1.7 SEQUENCING
A.Ensure that products of this section are supplied to affected trades in time to prevent interruption
of construction progress.
1.8 WARRANTY
A.Manufacturer's Warranty (DesignerSeries and MetroSeries):Manufacturer's standard 2 year
warranty for materials and workmanship.
102113 -25
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SLO City Hall SECTION 102113 -TOILET
COMPARTMENTS
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A.Acceptable Manufacturer:Bobrick Washroom Equipment,Inc.,which is located at:6901
Tujunga Ave.;North Hollywood,CA 91605-6213;Tel:818-764-1000;Fax:818-765-2700;
Email:info@bobrick.com;Web:www.bobrick.com
B.Substitutions:The Architect will consider products of comparable manufacturers as a
substitution,pending the Contractor's submission of adequate documentation of the substitution
in accordance with procedures in Division 1 of the Project Manual.Documentation shall include
a list of five similar projects of equivalent size where products have been installed for a
minimum of two years,and manufacturer's certification that products are fabricated in the
United States.
2.2 HIGH PRESSURE LAMINATE WITH PARTICLE BOARD SUBSTRATE (Bobrick
MetroSeries)
A.High Pressure Laminate Toilet Partitions:
1.Design:
a.Standard Height.
1)Door/Panel Height:58 inches (147 cm).
2)Floor Clearance:12 inches (30 cm).
2.Mounting Configuration:
a.Floor-mounted.
1)Stile Height:69 inches (175 cm).
b.Floor-mounted,overhead-braced with extruded anodized aluminum headrails,
0.065 inch (1.65 mm)thick with anti-grip profile.
1)Stile Height:83 inches (211 cm).
c.Ceiling-hung.
1)Stile Height:8 feet 0 inches (244 cm)or as required 10 feet 0 inches (305
cm)maximum.
B.High Pressure Laminate Urinal Screens:
1.Mounting Configuration:
a.Wall-hung.
1)Screen Height:48 inches (122 cm)with 12 inches (30 cm)floor clearance.
C.Finished Thickness:1 inch (25 mm)for stiles,doors,screens and panels.
D.Materials:3-ply,stiles,panels,doors,and screens.
1.Cores:45 lb (20.4 kg)density,industrial grade,resin-impregnated,particle board.
2.Surfaces:High-pressure laminated plastic NEMA LDS-1985 minimum thickness 0.050
inch (1.33 mm)with matte finish.
102113 -35
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SLO City Hall SECTION 102113 -TOILET
COMPARTMENTS
3.Fabrication:Bonded high-pressure plastic laminate to core material with adhesive
specially formulated to prevent delamination.Edges bonded prior to bonding face sheets.
Splices or joints in faces or edges are not acceptable except in the case of laminate
material limitations.
4.Color:Designer White
E.Fire Resistance:
1.National Fire Protection Association/International Building Code Interior Wall and
Ceiling Finish:Class B /Uniform Building Code:Class II.
a.Flame Spread Index (ASTM E 84):60 for panels and stiles.
b.Smoke Developed Index (ASTM E 84):265 for panels and stiles.
F.Stiles:Floor-anchored stiles furnished with expansion shields and threaded rods
1.Stile Leveling Device:
a.Standard:
1)Overhead-Braced:12 gauge (2.8 mm),3 inches x 1-1/4 inches
2)(75 x 32 mm)plated steel stile bracket factory installed to bottom of stile.
Furnished with leveling bolt,shoe retainer,floor L-bracket,plastic anchor
#14-16,#14 x 5/8 inches (M6.3 x 16 mm)stainless steel sheet-metal screws
and #14 x 1-3/4 inches (M6.3 x 45 mm)stainless steel sheet-metal floor
screws.
3)Floor-Anchored:3/8 inches x 1 inches (10 x 25 mm)steel bar,
zinc-chromate plated,bolted to stile using 6 inches x 3/8 inches (152 x 10
mm)diameter carbon steel lag bolt.Furnished with 3/8 inches (10mm)
diameter threaded rods,hex nuts,washers,spacer sleeve (ceiling-hung
only),expansion shield and shoe retainer.
b.Steel Core Stile Option:
1)Leveling Devices:3/8 inch x 7/8 inch (10 mm x 22 mm)steel bar welded to
11 gauge (3 mm)steel-reinforcing core;chromate-treated and double
zinc-plated;welded to sheet-steel core of stiles.
2.Stile Shoes:One-piece,22 gauge (0.8 mm),18-8,Type 304 stainless steel,4 inch (102
mm)height;tops with 90 degree return to stile.One-piece shoe capable of adapting to 3/4
inch (19 mm)or 1 inch (25 mm)stile thickness and capable of being fastened (by clip)to
stiles starting at wall line.
G.Wall Posts:Pre-drilled for door hardware,18-8,Type 304,16 gauge (1.6 mm)stainless steel
with satin finish;1 inch (25 mm)x 1-1/2 inches (38 mm)x 58 inches high (1473 mm).
H.Anchors:Expansion shields and threaded rods at floor connections as applicable.Threaded rods
secured to supports above ceiling as applicable.Supports above ceiling furnished and installed
as Work of Section 055000 -Metal Fabrications.
I.Hardware:
1.Compliance:Operating force of less than 5 lbs.(2.25 kg).
2.Emergency Access:Hinges,latch allow door to be lifted over keeper from outside
compartment on inswing doors.
102113 -45
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SLO City Hall SECTION 102113 -TOILET
COMPARTMENTS
3.Materials:
a.Stainless Steel
1)Hinges:Pivot hinges constructed of stainless steel with satin finish.
2)Door Hardware:Latches,keepers,coat hooks constructed of stainless steel
with satin finish.
3)Mounting Brackets:Constructed of 18-8,Type-304,heavy-gauge stainless
steel with satin finish.
PART 3 -PRODUCTS
3.1 PREPARATION
A.Prepare substrates including but not limited to blocking and supports in walls and ceilings at
points of attachment using methods recommended by the manufacturer for achieving the best
result for the substrates under the project conditions.
1.Inspect areas scheduled to receive compartments for correct dimensions,plumbness of
walls,and soundness of surfaces that would affect installation of mounting brackets.
2.Verify spacing of plumbing fixtures to assure compatibility with installation of
compartments.
B.If preparation is the responsibility of another installer,notify Architect in writing of deviations
from manufacturer's recommended installation tolerances and conditions.
C.Do not proceed with installation until substrates have been properly prepared with blocking and
supports in walls and ceilings at points of attachment and deviations from manufacturer's
recommended tolerances are corrected.Commencement of installation constitutes acceptance of
conditions.
3.2 INSTALLATION
A.Install products in strict compliance with manufacturer's written instructions and
recommendations,including the following:
1.Verify blocking and supports in walls and ceilings has been installed properly at points of
attachment.
2.Verify location does not interfere with door swings or use of fixtures.
3.Use fasteners and anchors suitable for substrate and project conditions
4.Install units rigid,straight,plumb,and level.
5.Conceal evidence of drilling,cutting,and fitting to room finish.
6.Test for proper operation.
102113 -55
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SLO City Hall SECTION 102113 -TOILET
COMPARTMENTS
3.3 ADJUSTING,CLEANING AND PROTECTION
A.Adjust hardware for proper operation after installation.Set hinge cam on in-swinging doors to
hold doors open when unlatched.Set hinge cam on out-swinging doors to hold unlatched doors
in closed position.
B.Touch-up,repair or replace damaged products.
C.Clean exposed surfaces of compartments,hardware,and fittings.
END OF SECTION 102113
102113 -65
Page 310 of 603
SLO City Hall SECTION 102800 -TOILET,
BATH,AND LAUNDRY
ACCESSORIES
SECTION 102800 -TOILET,BATH,AND LAUNDRY ACCESSORIES
PART 1 -GENERAL
1.1 SUMMARY
A.Section Includes:
1.Public-use washroom accessories.
1.2 ACTION SUBMITTALS
A.Product data.
PART 2 -PRODUCTS
2.1 BREAKROOM/DRINKING FOUNTAIN ACCESSORIES
A.Paper Towel (Roll)Dispenser A-211:
1.Manufacturers:Subject to compliance with requirements,provide products by the
following:
a.Bobrick Washroom Equipment,Inc.
b.Product:Bobrick B-253 Surface Mounted Paper Towel Dispenser
2.Description:Pull-towel-actuated mechanism that permits controlled delivery of paper
rolls in preset lengths.
3.Mounting:Surface mounted.
4.Material and Finish:Stainless steel,ASTM A480/A480M No. 4 finish (satin).
B.Soap Dispenser A-211 :
1.Manufacturers:Subject to compliance with requirements,provide products by the
following:
a.Bobrick Washroom Equipment,Inc.
b.Product:Bobrick B-2111 ClassicSeries Surface Mounted Soap Dispenser
2.Description:Designed for manual operation and dispensing soap in liquid or lotion form.
3.Mounting:Vertically oriented,surface mounted .
4.Lockset:Tumbler type.
5.Refill Indicator:Window type.
C.Grab Bar A-211 :
102800 -12
Page 311 of 603
SLO City Hall SECTION 102800 -TOILET,
BATH,AND LAUNDRY
ACCESSORIES
1.Manufacturers:Subject to compliance with requirements,provide products by the
following:
a.Bobrick Washroom Equipment,Inc.
b.Product:Bobrick B-819298 Drinking Fountain Grab Bar 1-1/2″DIA
2.Mounting:Flanges with exposed fasteners.
3.Material:Stainless steel,0.05 inch thick.
a.Finish:Smooth,ASTM A480/A480M No. 4 finish (satin).
4.Configuration and Length:As indicated on Drawings .
PART 3 -EXECUTION
3.1 INSTALLATION
A.Install accessories in accordance with manufacturers'written instructions,using fasteners
appropriate to substrate indicated and recommended by unit manufacturer.Install units level,
plumb,and firmly anchored in locations and at heights indicated.
1.Remove temporary labels and protective coatings.
B.Grab Bars:Install to comply with specified structural-performance requirements.
END OF SECTION 102800
102800 -22
Page 312 of 603
SLO City Hall SECTION 123216 -
MANUFACTURED
PLASTIC-LAMINATE-CLAD
SHELVING
SECTION 123216 - MANUFACTURED PLASTIC-LAMINATE-CLAD SHELVING
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Plastic-laminate-clad casework (shelving).
2. Casework hardware and accessories.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
PART 2 - PRODUCTS
2.1 MANUFACTURERS
A. Manufacturers: Subject to compliance with requirements, provide products by the following:
1. Formica.
2.2 GENERAL REQUIREMENTS FOR CASEWORK
A. Quality Standard: Unless otherwise indicated, comply with the AWI/AWMAC/WI's
"Architectural Woodwork Standards" for grades of casework indicated for construction,
finishes, installation, and other requirements.
1. Grade: Premium .
B. Product Designations:
1. Drawings indicate configurations of manufactured plastic-laminate-clad casework. Refer
to A-211 Interior Elevations.
2.3 PLASTIC-LAMINATED-FACED FLOATING SHELVES
A. Design: wall mounted floating shelves without visible supports.
B. Grain Direction for Wood-Grain Plastic Laminate:
123216 - 13
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SLO City Hall SECTION 123216 -
MANUFACTURED
PLASTIC-LAMINATE-CLAD
SHELVING
1. Bottoms and Tops of Units: Horizontal (parallel to length of shelf).
2. Edge Banding: Horizontal (parallel to length of shelf).
C. Exposed Materials:
1. Plastic-Laminate Grade: HGS.
a. Style: Formica Laminate - Commercial, Color: 6932 Macchiato Walnut, Texture:
Matte.
D. Concealed Materials:
1. MDF.
2.4 MATERIALS
A. MDF: Medium-density fiberboard, ANSI A208.2, Grade 130 .
B. Plastic Laminate: High-pressure decorative laminate complying with ISO 4586-3.
1. Manufacturers: Subject to compliance with requirements, provide products by the
following:
a. Formica Corporation.
2.5 CASEWORK HARDWARE AND ACCESSORIES
A. Hardware, General: Unless otherwise indicated, provide manufacturer's standard satin-finish ,
commercial-quality, heavy-duty hardware.
1. Use threaded metal or plastic inserts with machine screws for fastening to particleboard
except where hardware is through-bolted from back side.
B. Frameless Concealed Hinges (European Type): ANSI/BHMA A156.9, Type B01602
, self-closing.
C. Cabinet Pulls: Aluminum, Wire Pulls. Size: Center-to-center dimension of not less than 3-1/2
inches and a cross sectional diameter of 5/16 inch. Provide handle projections not less than
1-5/16 inches. Finish: Brushed Chrome
D. Door and Drawer Bumpers: Self-adhering, clear silicone rubber.
E. Drawer Slides: ANSI/BHMA A156.9, Type B05091.
F. Adjustable Shelf Supports: Single-pin metal shelf rests complying with ANSI/BHMA A156.9,
Type B04013.
2.6
123216 - 23
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SLO City Hall SECTION 123216 -
MANUFACTURED
PLASTIC-LAMINATE-CLAD
SHELVING
2.7 HARDWARE AND ACCESSORIES
A. Hardware, General: Unless otherwise indicated, provide manufacturer's standard satin-finish,
commercial-quality, heavy-duty hardware.
1. Use threaded metal or plastic inserts with machine screws for fastening to particleboard
except where hardware is through-bolted from back side.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Grade: Install casework to comply with same quality standard grade as item to be installed.
B. Install casework level, plumb, and true in line; shim as required using concealed shims. Where
casework abuts other finished work, apply filler strips and scribe for accurate fit, with fasteners
concealed where practical.
C. Fasten casework to adjacent units and to masonry, framing, wood blocking, or reinforcements in
walls and partitions to comply with the AWI/AWMAC/WI's "Architectural Woodwork
Standards."
D. Install hardware uniformly and precisely. Set hinges snug and flat in mortises unless otherwise
indicated. Adjust and align hardware so moving parts operate freely and contact points meet
accurately. Allow for final adjustment after installation.
E. Adjust operating hardware so doors and drawers operate smoothly without warp or bind.
Lubricate operating hardware as recommended by manufacturer.
F. Clean finished surfaces, touch up as required, and remove or refinish damaged or soiled areas to
match original factory finish, as approved by Architect.
END OF SECTION 123216
123216 - 33
Page 315 of 603
SLO City Hall SECTION 123216 -
MANUFACTURED
CASEWORK
SECTION 123216 - MANUFACTURED CASEWORK
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Painted casework.
2. Casework hardware and accessories.
1.2 ACTION SUBMITTALS
A. Product Data: For each type of product.
B. Shop Drawings: For painted casework, or equal.
C. Samples: For casework and hardware finishes.
1.3 WARRANTY
A. Special Warranty: Manufacturer agrees to repair or replace components of casework that fail in
materials or workmanship within specified warranty period.
PART 2 - PRODUCTS
2.1 GENERAL REQUIREMENTS FOR CASEWORK
A. Quality Standard: Unless otherwise indicated, comply with the AWI/AWMAC/WI's
"Architectural Woodwork Standards" for grades of casework indicated for construction,
finishes, installation, and other requirements.
1. Grade: Premium.
2. Provide labels and certificates from AWI certification program indicating that casework
complies with requirements of grades specified.
B. Certified Wood: Wood products shall be certified as "FSC Pure" or "FSC Mixed Credit"
according to FSC STD-01-001 and FSC STD-40-004.
C. Product Designations: Drawings indicate sizes, configurations, and finish materials of
manufactured plastic-laminate-clad casework by referencing designated manufacturer's catalog
numbers. Other manufacturers' casework of similar sizes and door and drawer configurations, of
123216 - 14
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SLO City Hall SECTION 123216 -
MANUFACTURED
CASEWORK
same finish materials, and complying with the Specifications may be considered. See
Section 016000 "Product Requirements."
2.2 CABINETS
A. Design: Frameless cabinet construction with the following door and drawer-front style:
1. Flush overlay.
B. Exposed Materials:
1. Paint.
a. Colors and Patterns: To match Existing Upstairs Breakroom, Sherwin Williams,
Mindful Gray, SW 7016, Semi-Gloss finish.
2. Edgebanding: Match existing break room cabinetry on the second story of the San Luis
Obispo City Hall building.
C. Semiexposed Materials:
1. Match existing break room cabinetry on the second story of the San Luis Obispo City
Hall building.
2. Unless otherwise indicated, provide specified edgebanding on all semiexposed edges.
D. Concealed Materials:
1. MDF.
2.3 MATERIALS
A. Composite Wood Products: Products shall be made without urea formaldehyde.
B. Composite Wood Products: Products shall comply with the testing and product requirements of
the California Department of Public Health's "Standard Method for the Testing and Evaluation
of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
C. Maximum Moisture Content for Lumber: 7 percent for hardwood and 12 percent for softwood.
D. Hardwood Plywood: HPVA HP-1, particleboard core except where veneer core is indicated.
E. Softwood Plywood: DOC PS 1.
F. Particleboard: ANSI A208.1, Grade M-2.
G. MDF: Medium-density fiberboard, ANSI A208.2, Grade 130 .
H. Hardboard: ANSI A135.4, Class 1 tempered.
123216 - 24
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SLO City Hall SECTION 123216 -
MANUFACTURED
CASEWORK
I. Adhesives: Do not use adhesives that contain urea formaldehyde.
J. Adhesives: Use adhesives that meet the testing and product requirements of the California
Department of Public Health's "Standard Method for the Testing and Evaluation of Volatile
Organic Chemical Emissions from Indoor Sources Using Environmental Chambers."
2.4 CASEWORK HARDWARE AND ACCESSORIES
A. Hardware, General: Unless otherwise indicated, provide manufacturer's standard satin-finish ,
commercial-quality, heavy-duty hardware.
1. Use threaded metal or plastic inserts with machine screws for fastening to particleboard
except where hardware is through-bolted from back side.
B. Frameless Concealed Hinges (European Type): ANSI/BHMA A156.9, Type B01602
, self-closing.
C. Cabinet Pulls: Brushed Nickel Bar Pulls.
1. Manufacturer: Atlas Homewares
2. Style: 326-BRN Browning Pull, Finish: Brushed Nickel
3. Size: 5-1-16 inch. Center-to-center dimension of not less than 3-1/2 inches and a cross
sectional diameter of 5/16 inch. Provide handle projections not less than 1-5/16 inches.
D. Door and Drawer Bumpers: Self-adhering, clear silicone rubber.
E. Drawer Slides: ANSI/BHMA A156.9, Type B05091.
F. Adjustable Shelf Supports: Single-pin metal shelf rests complying with ANSI/BHMA A156.9,
Type B04013.
PART 3 - EXECUTION
3.1 INSTALLATION
A. Grade: Install casework to comply with same quality standard grade as item to be installed.
B. Install casework level, plumb, and true in line; shim as required using concealed shims. Where
casework abuts other finished work, apply filler strips and scribe for accurate fit, with fasteners
concealed where practical.
C. Base Cabinets: Set cabinets straight, level, and plumb. Adjust subtops within 1/16 inch of a
single plane. Align similar adjoining doors and drawers to a tolerance of 1/16 inch. Bolt
adjacent cabinets together with joints flush, tight, and uniform.
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MANUFACTURED
CASEWORK
D. Wall Cabinets: Hang cabinets straight, level, and plumb. Adjust fronts and bottoms within 1/16
inch of a single plane. Fasten cabinets to hanging strips, masonry, framing, wood blocking, or
reinforcements in walls and partitions. Align similar adjoining doors to a tolerance of 1/16 inch.
E. Fasten casework to adjacent units and to masonry, framing, wood blocking, or reinforcements in
walls and partitions to comply with the AWI/AWMAC/WI's "Architectural Woodwork
Standards."
F. Install hardware uniformly and precisely. Set hinges snug and flat in mortises unless otherwise
indicated. Adjust and align hardware so moving parts operate freely and contact points meet
accurately. Allow for final adjustment after installation.
G. Adjust operating hardware so doors and drawers operate smoothly without warp or bind.
Lubricate operating hardware as recommended by manufacturer.
H. Clean finished surfaces, touch up as required, and remove or refinish damaged or soiled areas to
match original factory finish, as approved by Architect.
END OF SECTION 123216
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SLO City Hall SECTION 123661.19 -
QUARTZ AGGLOMERATE
COUNTERTOPS
SECTION 123661.19 - QUARTZ AGGLOMERATE COUNTERTOPS
PART 1 - GENERAL
1.1 SUMMARY
A. Section Includes:
1. Quartz agglomerate countertops.
1.2 ACTION SUBMITTALS
A. Product Data: For countertop materials.
B. Shop Drawings: For countertops. Show materials, finishes, edge and backsplash profiles,
methods of joining, and cutouts for plumbing fixtures.
PART 2 - PRODUCTS
2.1 QUARTZ AGGLOMERATE COUNTERTOP MATERIALS
A. Quartz Agglomerate: Solid sheets consisting of quartz aggregates bound together with a matrix
of filled plastic resin and complying with ISFA 3-01. Refer to Finish Schedules for locations.
1. Manufacturers: Subject to compliance with requirements, provide products by the
following:
a. Caesarstone.
2. Colors and Patterns:
a. Color: 5000 London Grey
B. Plywood: Exterior softwood plywood complying with DOC PS 1, Grade C-C Plugged, touch
sanded.
2.2 FABRICATION
A. Fabricate countertops according to quartz agglomerate manufacturer's written instructions and
the AWI/AWMAC/WI's "Architectural Woodwork Standards."
1. Grade: Premium .
B. Countertops: 3/4-inch- thick, quartz agglomerate with front edge built up with same material.
C. Cutouts and Holes:
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QUARTZ AGGLOMERATE
COUNTERTOPS
1. Undercounter Plumbing Fixtures: Make cutouts for fixtures in shop using template or
pattern furnished by fixture manufacturer. Form cutouts to smooth, even curves.
2.3 INSTALLATION MATERIALS
A. Adhesive: Product recommended by quartz agglomerate manufacturer.
B. Sealant for Countertops: Comply with applicable requirements in Section 079200 "Joint
Sealants."
PART 3 - EXECUTION
3.1 INSTALLATION
A. Fasten subtops to cabinets by screwing through subtops into cornerblocks of base cabinets.
Shim as needed to align subtops in a level plane.
B. Secure countertops to subtops with adhesive according to quartz agglomerate manufacturer's
written instructions.
C. Install backsplashes and end splashes by adhering to wall and countertops with adhesive.
D. Install aprons to backing and countertops with adhesive.
E. Complete cutouts not finished in shop. Mask areas of countertops adjacent to cutouts to prevent
damage while cutting. Make cutouts to accurately fit items to be installed, and at right angles to
finished surfaces unless beveling is required for clearance. Ease edges slightly to prevent
snipping.
F. Apply sealant to gaps at walls; comply with Section 079200 "Joint Sealants."
END OF SECTION 123661.19
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SLO City Hall SECTION 125913 -
PANEL-HUNG COMPONENT
SYSTEM FURNITURE
SECTION 125913 -PANEL-HUNG COMPONENT SYSTEM FURNITURE
PART 1 -GENERAL
1.1 SECTION INCLUDES
A.Systems furniture.
1.2 RELATED SECTIONS
A.Section 260500 -Common Work Results for Electrical.
1.3 SUBMITTALS
A.Submit under provisions of Section 013000 -Administrative Requirements.
B.Product Data:Manufacturer's data sheets on each product to be used,including:
1.Preparation instructions and recommendations.
2.Storage and handling requirements and recommendations.
3.Installation methods.
C.Shop Drawings:Submit shop drawings indicating material characteristics,details of
construction,connections,and relationship with adjacent construction.
1.4 TESTING
A.Panels must meet or exceed the ANSI/BIFMA X5.6 Panel System tests.This test standard
specifies acceptance levels to help ensure reasonable safety and performance.
1.The above testing is designed to decrease the risk of employee injury.
B.Panel wiring must meet or exceed UL 183 Manufactured Wiring Systems tests.
C.Panels must be designed for installation in compliance with the National Electric Code (NFPA
70 -2011).
D.NFPA 101 compliant panels must be available in standard offering.
E.Standard panel fabrics must meet or exceed UL 723 Surface Burning Characteristic of Building
Materials tests.
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SYSTEM FURNITURE
F.Standard panel fabrics must meet or exceed UL 1286 Standard for Safety of Office Furnishings
tests.This standard utilizes the ASTM E 84 Tunnel Test method to simulate a sprinklered
occupancy,as opposed to the alternative NFPA 265 Room Corner Test method.
G.Panels must meet the following minimum acoustic ratings per ASTM C423 and E795 (NRC)
and ASTM C413 and E90 (STC):
1.Panel with Performance Tackable Acoustic Skins –NRC:.60 ,STC:16.
2.Panel with Tackable Acoustic Skins –NRC:.50,STC:7.
3.Acoustic inserts shall be offered (as specials)to achieve increased acoustic properties
beyond those shown in A.2.8.1 and A.2.8.2 if desired.
H.The Manufacturer shall maintain membership on the Board of Directors of BIFMA (Business
Institutional Furniture Manufacturers Association)and thus shall readily accept new and revised
furniture industry standards as they are introduced.
I.Panels shall meet or exceed ASTM E72:Strength Test of Panels for Building Construction,
Section 12,Transverse Load.
1.5 DELIVERY,STORAGE,AND HANDLING
A.Deliver and store products in manufacturer's unopened packaging bearing the brand name and
manufacturer's identification until ready for installation.
B.Handling:Handle materials to avoid damage.
1.6 PROJECT CONDITIONS
A.Maintain environmental conditions (temperature,humidity,and ventilation)within limits
recommended by manufacturer for optimum results.Do not install products under
environmental conditions outside manufacturer's recommended limits.
1.7 SEQUENCING
A.Ensure that products of this section are supplied to affected trades in time to prevent interruption
of construction progress.
PART 2 -PRODUCTS
2.1 MANUFACTURERS
A.Manufacturers:Subject to compliance with GSA requirements,provide products by the
following:
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PANEL-HUNG COMPONENT
SYSTEM FURNITURE
1.Haworth Inc.
B.Requests for substitutions will be considered in accordance with provisions of Section 016000 -
Product Requirements.
2.2 MATERIALS
A.Systems Furniture:
1.Components:
a.Desks.
b.Shelving.
c.Storage.
d.Tack surfaces.
e.Wall Panels
f.Glazing Panels
g.Laminate and glass surfaces
h.Raceways.
i.Power and data outlets.
B.Materials Chemistry:
1.Must have reduced VOC emissions by using water-based adhesives.
2.Must offer PVC-free power components to avoid potential long-term human and
environmental impacts that have been associated with the manufacture and future
disposal of PVC.
3.Fabrics shall be available which meet MBDC Cradle-to-Cradle Gold sustainable design
certification.These fabrics contain less than 100 parts per million of any heavy metals of
concern,which includes antimony,which is traditionally found in polyester fabrics.
4.Painted components must be coated with powder coat paint,which results in minimal
waste,consumes less energy and requires no solvents,compared to traditional wet paint
processes.
C.Life Cycle Assessment:
1.Shall offer an MBDC Cradle-to-Cradle™Certified workstation.
2.In lieu of disposing furniture in a landfill at the end of its useful life,the Manufacturer
must provide opportunities for the Customer to recycle,resell or refurbish their used
furniture.
D.Recycled Content and Recyclability:
1.Non-dedicated frame must make it easy to disassemble and recycle panel components.
2.Frame shall be made up of at least 30%recycled content.
3.Certified panel fabrics must contain up to 100%of recycled content.
4.Packaging waste must be minimized by bundling like parts.
5.Packaging materials shall contain at least 15%recycled content.
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PANEL-HUNG COMPONENT
SYSTEM FURNITURE
6.Open plan workstation as defined by 444.8 BIFMA shall be constructed of up to 46%
recycled content.
a.13%post consumer content
b.33%pre consumer content
7.Components that make up the open plan workstation defined by 444.8 BIFMA must be
up to 71%recyclable at end of life.
E.Certifications:
1.Furniture must be certified to meet the emissions requirements of the California DPH
"Standard Practice for the Testing of Volatile Organic Emissions from Various
Sources-2004"(CA Section 01350)and ANSI/BIFMA X7.1 "Standard for Formaldehyde
and TVOC Emissions of Low-emitting Office Furniture Systems and Seating"using
either the open plan or private office exposure scenarios defined in ANSI/BIFMA M7.1
"Standard Test Method for Determining VOC Emissions from Office Furniture Systems,
Components,and Seating".Testing must be conducted in accordance with ANSI/BIFMA
M7.1.Certification must be provided by an organization independent of the manufacturer
as well as from the testing laboratory,in accordance with the requirements of ISO/IEC
Guide 65 "General requirements for bodies operating product certification systems."
a.The above requirement is covered by SCS IndoorAdvantage™Gold Certification
for indoor air quality.
2.Product shall be at least Level®2 Certified with the BIFMA e3 Furniture Sustainability
Standards to meet or exceed the most current environmental standards in the furniture
industry.
2.3 PRODUCT DESIGN FEATURES
A.Panel Frames -Vertical and Horizontal Elements
1.Dimensions (assembled):
a.Depth:3"
b.Heights:30”H,42”H,48”H,54”H,66”H,78”H.
c.Widths:18”W,24”W,30”W,36”W,42”W,48”W,60”W,72”W.
2.Standard offerings:
a.Panel frame shall be made up of vertical (aka “posts”or “uprights”)and horizontal
elements (aka “beams”)assembled easily on-site.
b.For optimal flexibility and reconfigurability,panels shall feature their own
common vertical posts and junction blocks shall be added as needed to make
adjacent panel connections at 90ºor 120ºcorners.Junction blocks and posts shall
be offered separately for future addition or reconfiguration of panels.Inline
connections shall utilize a shared junction.
c.Connectors shall be able to connect panels of differing heights.Connector system
shall allow continuation of electrical and communications wiring within a
workstation and from workstation to workstation.Connectors shall be reusable.
d.All vertical and horizontal panel trim components offer matching finishes.
e.Right angle (90-degrees)connections shall not interfere with the capability to hang
work surfaces and other components on any adjacent panel.
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f.Vertical element shall feature an internal seal to help block light and sound from
transferring from one side of the panel to the other.
g.Lay-in cable routing must be accommodated in the base area and in the top cap.
Horizontal cable routing must also be accommodated with other openings in the
vertical elements.
h.Leveling glides shall adjust up to 2-3/4”to provide uniform height assurance for
adjacent units on uneven floors,and the capability of easily relocating an entire run
of panels by sliding over the floor without disassembly of panels and hanging
components,like worksurfaces and storage.
i.Shall be capable of being installed on top of finished flooring without the
penetration of the finished floor or the use of floor fasteners;and shall have
complete flexibility for future changes without having to patch floor material.This
requirement will minimize the repair and maintenance cost associated with
reconfiguration.
j.No loose fasteners shall be required to assemble base panel frame elements.
Assembly shall only require engagement of integral end clamps with a mallet.
k.Panels must allow up-mounted upper storage.
l.Connectors shall be made of steel to withstand the weight of loaded components
and the stress of movement under loaded conditions.
m.Panel mounted components shall have an integral locking device which secures
components to the panel,preventing them from being accidentally pulled or
knocked off and to secure them in seismic zones.
n.The panel system shall support multiple fully loaded hang-on components,such as
cantilevered worksurfaces and overhead bins and shelves,on either or both sides of
the panel,when applied according to published application guidelines.
o.Accessories and appurtenances for a completely finished panel assembly shall be
supplied complete with the system.Additional hardware and brackets shall not be
required to install.
p.Multiple panels connected inline to form a spine wall (aka “service wall”)shall
accept attachment of return “wing”panels.
q.Return “wing”panels used for stability shall match or exceed the width of the
worksurfaces.Worksurfaces shall be able to install on return panels without the
need for counterbalancing to assure that the structural integrity of the work station
will not be compromised.
r.Reconfiguration of all 90-degree panel applications (X,T and L)shall be as simple
as replacement,addition or movement of junction conncector blocks and trim
pieces.Panels shall remain intact during reconfiguration due to the interchangeable
and external universal nature of the connector blocks.
3.Available Options:
a.Floor anchor brackets shall allow panel to be secured to the floor to prevent
movement esp.in seismic zones.
b.Connection blocks,trim components and trim alignment kits shall be orderable to
cover all possible panel configurations.
c.Grommet for horizontal bar and junctions shall be sold separately and added in the
field to finish the exposed metal edges of cable pass-through openings.
4.Stacking Options:
a.Must offer 12”H,18”H and 24”H load-bearing stacker panels.
b.Stackers shall work on any panel.
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PANEL-HUNG COMPONENT
SYSTEM FURNITURE
c.Stacked panel shall reach a maximum height of 90”.
d.Must stack up to 2 tiers,with the first tier being load-bearing.
e.Panels shall be capable of being stacked without disturbing adjacent panels.
f.Panel heights shall be raised or lowered without disrupting the base panels or top
cap lay in cabling.
g.Panel shall accept adjoining stack on segments without removing the existing
connector.
B.Panel Skins
1.Dimensions:
a.Heights:12”H,18”H,24”H,30”H,and 36”H.
1)Exception:Tackable,Laminate and Wood skins also offer 42”H,48”H and
60”H.
2)Exception:Slatwall skins and glass windows are 12”H,18”H and 24”H
only.
3)Exception:Tackable,Steel and Back Painted Glass skins also offer 18”W,
60”W,72”W.
4)Exception:Glass Windows also offer 60”W,72”W,78”W,84”W,90”W and
96”W (18”H and 24”H doesn’t offer beyond 72”W)
2.Standard Offering:
a.Panel must feature a wide range of skin types including:
1)Fabric-covered,tackable acoustical skins
2)Fabric covered,performance tackable acoustical skins
3)Wood skins
4)Laminate skins
5)Back painted glass skins with painted metal trim border (with optional steel
backer for ability to use with magnets)
b.Must be removable and can be repositioned in the field (not dedicated to one
position).
c.Must be non-progressive:any skin in the panel configuration can be removed
without disrupting any of the other skins.
d.Must offer tackable,laminate and wood skins in full panel height (monolithic).
e.Must allow for skin segmentation every 12”H for maximum aesthetic flexibility.
f.Must allow for combination of available skin heights and materials for maximum
aesthetic flexibility.
g.All panel windows must contain real glass,and offer single pane and double pane
options.
h.Fabric skins must have the ability to be field cut for receptacle/communication
outlet openings to allow for maximum flexibility in locating openings where
needed.
i.Must offer steel,fabric tackable,laminate and wood skins to be used in the bottom
position which extend to the floor for use when no panel base trim is desired.
j.Skins and windows shall feature a horizontal seal on the top edge to help block
light and sound leaks between segmented skins or skin and top cap.
k.Skins shall be replaceable in the field and can be added or removed without tools at
any time to allow for access to internal power,telecommunications and data
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PANEL-HUNG COMPONENT
SYSTEM FURNITURE
cabling within the open panel frame.Removal of skins does not require tearing
down a panel run.
l.Skin fabric shall be factory-attached securely and continuously along the entire
perimeter of a steel metal frame.
m.Fabric skins shall have seamless widths of fabric stretched over the entire face of
the metal frame with the color of each fabric consistent throughout the installation.
3.Available Options:
a.Warp on fabric-covered skins shall be horizontal with the option to order vertical
warp.
b.Segmented wood skins must be available in sets to ensure correct cathedral wood
grain alignment of all skins applied to a frame.
C.Panel Top Caps,Top Trims,and Vertical Trims
1.Dimensions:
a.Depths:May match or exceed 3"panel depths slightly.
b.Heights:Match all panel and stacked panel heights including change-of-height
applications.
2.Standard Offering:
a.Top caps must install onto or remove from the panel without tools.
b.Vertical trims must be available for change-of-height applications.
c.Junction top cap for vertical element must be plastic with molded-in alignment
features or come with snap-in aligners to ensure proper alignment with adjacent
top caps and vertical trims.
d.Top caps must be steel for durability.
e.Must offer top caps up to 96”in length which are designed to span multiple inline
panels where no seam is desired.
f.All vertical and horizontal panel trim components and fillers shall offer matching
finishes
3.Available Options:
a.Vertical trims must be available in painted or wood veneer versions.Fabric
wrapped vertical trims shall be available for square and oval trims.
b.Wood veneer versions shall have wood veneer applied with adhesive over a
specially-painted steel substrate part.
D.Panel Basetrims
1.Dimensions:
a.Widths:Matching all panel widths.
b.Height:3-3/4”H
2.Standard Offerings:
a.Basetrims must be steel and install to the panel base with integral hooks without
the need for tools.
b.Basetrims must feature knockouts for both power and communication
terminations.A filler must be available to close off unused openings.
c.Must offer base trims without knockouts where power/data access is not needed.
d.Base trims shall be available in any paint color to match the panel paint color.
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PANEL-HUNG COMPONENT
SYSTEM FURNITURE
e.An open base trim kit shall be offered where base trims or power and data routing
are not desired.
E.Power and Data
1.Dimensions
a.Powerkit lengths must match widths of available panels.
b.Base Power Infeeds must be available in 6 and 12 ft.lengths.
c.Multipurpose Power Infeeds must be available in 12 and 24 ft.lengths.
2.Standard Offerings:
a.Lay-in cable routing must be accommodated in the base area and the top of every
panel.
b.Panels shall have vertical wire pathways that allow cables to be routed internally
from the topway to either beltline or base cavity without external cable managers.
The vertical wire path shall accommodate a minimum of 22 category 6 cables
(each averaging .25”diameter).
c.Power must have the ability to be accessed in the base or every 12”vertically.
d.The base cavity shall be able to provide duplex receptacles and data ports access at
base height.
e.Panel power shall be offered in three wiring schematics with either shared or
separate neutrals to match the specific wiring strategy to any typical building
wiring plan.
f.Same modular power kit must have the ability to be in any location on the panel.
g.Power must be UL-rated for use in furniture (UL1286)and architecture (UL183).
h.Cableways within the panel shall meet the TIA (Telecommunications Industry
Association)standard for Category 5 and 6 cables and shall provide for a 3”bend
radius (exceeding the TIA standard by 150%).
3.Available Options:
a.Standard power components must be offered to meet seismic area requirements.
F.Other Panel-Related Products
1.Frameless Glass Screens:
a.Two versions shall be offered:clip-attached and recessed.
b.Must be able to match a single panel width or span multiple panels inline with a
single screen.
c.Must be field installed rigidly on top of panel with brackets and specially-prepared
thin top trim included.Clip-attached screen shall offer a square trim option.
d.Glass screen shall be at least 3/8”thick,with polished and beveled or rounded
edges to provide a friendly surface that workstation visitors can safely rest their
arms on.
e.Glass screens shall not require a top alignment device to ensure adjacent screens
maintain planar alignment.
f.Space between adjacent screens shall be no larger than 1/4"on clip-attached
models and 1/8”on recessed models.
2.Sliding Door:
a.Dimensions:66”H or 78”H x 38”W or 44”W.
b.Must be available for added privacy.
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c.Must not be dedicated to left-or right-opening unless lock is specified.
d.Must feature integral door handle which is ADA compliant.
e.Must offer a locking option.
f.Door must slide along ADA compliant threshold on wheels which are adjustable
for uneven floors.
PART 3 -EXECUTION
3.1 EXAMINATION
A.Do not begin installation until substrates have been properly prepared.
B.If substrate preparation is the responsibility of another installer,notify Architect of
unsatisfactory preparation before proceeding.
3.2 PREPARATION
A.Clean surfaces thoroughly prior to installation.
B.Prepare surfaces using the methods recommended by the manufacturer for achieving the best
result for the substrate under the project conditions.
3.3 INSTALLATION
A.Install in accordance with manufacturer's instructions and in proper relationship with adjacent
construction.Test for proper operation and adjust until satisfactory results are obtained.
3.4 PROTECTION
A.Protect installed products until completion of project.
B.Touch-up,repair or replace damaged products before Substantial Completion.
END OF SECTION 125913
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APPENDIX
APPENDIX
4
APPENDIX C – CITY HALL STAGING EXHIBIT
Page 331 of 603
PALM STREET
OS
O
S
S
T
R
E
E
T
CITY HALL
STAGING AREA
STAGING AREA
PUBLIC WORKS DEPARTMENT
919 Palm Street, San Luis Obispo, CA 93401
FINANCE AND IT REMODEL STAGING AREA
Page 332 of 603
APPENDIX
APPENDIX
5
APPENDIX D – FURNITURE SCHEDULE
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Appendix D – Furniture Schedule
Furniture Specifications: Contractor must buy Hayworth products as specified in the following pages
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APPENDIX
APPENDIX
6
APPENDIX E – ASBESTOS TESTING REPORT
Page 347 of 603
9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
ASBESTOS SURVEY REPORT
990 Palm Street
Finance and IT Department Office
San Luis Obispo, CA 93401
March 16, 2024
Prepared by: Prepared for:
Mike Bruffey City of San Luis Obispo
Asbestos Inspections of SLO 990 Palm Street
9517 Carmel Road San Luis Obispo, CA 93401
Atascadero, CA 93422 Phone: (805) 781-7003
Phone: (805) 235-0582 Email: rcox@slocity.org
Page 348 of 603
9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
9517 Carmel Road, Atascadero, CA 93422 Phone: (805) 235-0582 Email: bruffey@att.net
March 16, 2024
Rebecca Cox
Business Analyst
City of San Luis Obispo
990 Palm Street
San Luis Obispo, CA 93401
Phone: (805) 781-7003
Email: rcox@slocity.org
Re: Asbestos Survey Report Summary
Finance and IT Department Office
990 Palm Street, San Luis Obispo
I have completed the requested asbestos sampling survey in the Finance and IT Department
Office located at 990 Palm Street in San Luis Obispo, CA prior to an office remodel project. This
structure was built in approximately the 1940’s and has gone through remodeling projects over
the years. This space is divided into at least 20 offices, conference rooms, kitchen area and a
warehouse. The interior walls known as speed walls, are constructed of drywall and joint
compound and most will be removed. The floors were covered with carpeting over concrete.
This survey included two restrooms located across the hallway from the project location and the
only samples collected in each was plaster.
This survey, conducted on March 7, 2024, involved sampling, cataloging, and analyzing specific
suspect materials to test for the presence of asbestos. Of the 19 samples collected and sent to
the lab for analysis, all were “none detected” for asbestos.
AISLO appreciates the opportunity to perform these services for you and look forward to
working with you on future projects. If you have any questions or comments regarding the
information contained in this report or if I can be of further assistance, please contact me by
phone or email.
Sincerely,
Mike Bruffey
Consultant
Asbestos Inspections of SLO - AISLO
CA Certified Asbestos Consultant #19-6499 | CDPH Certified Lead Inspector Assessor
Page 349 of 603
9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
PURPOSE AND SCOPE OF SERVICES
This survey and inspection involved collecting bulk samples of suspect materials from the
project area, and sending those samples to a NVLAP laboratory to analyze for the presence of
asbestos. The following is a detailed description of the work performed at this location.
1. Visual inspection of the entire area for materials that will be disturbed for the following:
Category I non-friable ACM, Category II non-friable ACM, and Regulated Asbestos
Containing Materials (RACM). Accessible materials were visually inspected and sampled
using the methods presented in the Federal AHERA regulations (40 CFR, Part 763).
AHERA inspection methodology is required to be used for inspections of K-12 schools and
is generally accepted as the industry standard for all ACM inspections regardless of
structure or facility type.
2. For each sample, the following information was documented:
a) Sample Location
b) Sample Description
c) Friability
d) Condition of Material
e) Potential for Disturbance
3. Submission of samples to an EPA accredited lab for analysis that provides a report
containing:
a) Sample identification number (AISLO)
b) Laboratory sample identification number
c) Analytical technique
d) Quality control procedures
e) Type and percentage of asbestos (if any) in each material
4. Analyze the laboratory sample results and produce a comprehensive written report that
includes:
• Applicable Definitions
• Summary of Lab Results
• Asbestos Containing Building Materials
• Conclusions and Recommendations
• Limitations and Disclaimers
• Sample Location Diagram (if required or requested)
• Bulk Asbestos Analysis – Laboratory Reports
• Analysis Request Form - Chain of Custody
• Credentials – Inspector
Materials visibly identified as non-asbestos (glass, wood, plastic, and metal) were not sampled.
Page 350 of 603
9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
APPLICABLE ASBESTOS DEFINITIONS
Asbestos – Asbestos is a group of six naturally occurring fibrous minerals composed of thin,
needle-like fibers. They include chrysotile, amosite, crocidolite, tremolite, anthophyllite, and
actinolite. Exposure to asbestos may cause several cancers and diseases, including
mesothelioma and asbestosis.
Asbestos Containing Material (ACM) – any material containing more than one percent (1%)
asbestos.
ACM Conditions – Good (intact), Fair (Damaged), and Poor (Significantly Damaged)
Asbestos Containing Construction Material (ACCM) - any manufactured construction
material which contains more than 1/10th of 1% asbestos (.1%) by weight.
Asbestos Related Work - The activity, by disturbing asbestos-containing construction materials
(ACCM), may release asbestos fibers into the air and is not related to its manufacture, the
mining or excavation of asbestos-bearing ore or materials
Category I Non-Friable ACM – asbestos containing packings, gaskets, resilient floor covering,
Galbestos, and asphalt roofing products containing more than 1% asbestos.
Category II Non-Friable ACM – any material that is not Cat I that contains more than 1%
asbestos. Generally cementitious in nature such as stucco, transite, etc.
Friable ACM – any material containing more than 1% asbestos and can be crumbled,
pulverized, or reduced to powder/dust by applying hand pressure.
NESHAPS – National Emission Standards for Hazardous Air Pollutants – EPA regulation 40
CFR subpart M, Part 61
Regulated Asbestos Containing Material (RACM) – (a) Friable asbestos material, (b)
Category I non-friable ACM that has become friable, (c) Category I non-friable ACM that will be
or has been subjected to sanding, grinding, cutting, or abrading, or (d) Category II non-friable
ACM that has a high probability of becoming or has become crumbled, pulverized, or reduced to
powder by the forces expected to act on the material in the course of demolition or renovation
operations.
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9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
SUMMARY OF LAB RESULTS - ASBESTOS
Sample# Location or
Room #
Material Description Asbestos
Present
Type of
Asbestos
%
Asbestos
Quantity Condition NESHAPS
Category
1 Men’s
Restroom
Beige Plaster NO NA NA NA NA NA
2 Men’s
Restroom
White Plaster NO NA NA NA NA NA
3 Women’s
Restroom
White Plaster NO NA NA NA NA NA
4 Women’s
Restroom
Beige Plaster NO NA NA NA NA NA
5 Warehouse Sheet Floor/Gray L/Tan
Mastic
NO NA NA NA NA NA
6 Kitchen Wall Drywall NO NA NA NA NA NA
7 IT Office 12 Drywall/Joint Compound NO NA NA NA NA NA
8 By Copy Mach Drywall NO NA NA NA NA NA
9 Finance Dept Drywall NO NA NA NA NA NA
10 Entry Doors Drywall NO NA NA NA NA NA
11 Storage 13 Drywall/Joint Compound NO NA NA NA NA NA
12 Office 220 Drywall NO NA NA NA NA NA
13 IT Office 11 Drywall NO NA NA NA NA NA
14 (N) Hall Drywall NO NA NA NA NA NA
15 (N) Hall Drywall/Joint Compound NO NA NA NA NA NA
16 (N) Hall Drywall NO NA NA NA NA NA
17 F Dir. Wall Drywall NO NA NA NA NA NA
18 Entry Hallway Brown Fibrous/Beige Mastic NO NA NA NA NA NA
19 Entry Hallway Drywall/Joint Compound NO NA NA NA NA NA
Page 352 of 603
9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
MATERIALS THAT CONTAIN ASBESTOS
NONE
MATERIALS THAT DO NOT CONTAIN ASBESTOS BY LABORATORY ANALYSIS
White joint compound
White drywall
Brown fibrous wall material/beige mastic
White and beige plaster in the restrooms
Gray sheet flooring, gray leveler and tan mastic in the warehouse
Page 353 of 603
9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
ASBESTOS CONTAINING MATERIALS
Suspect asbestos containing materials (ACM’s) were collected from the Finance/IT Department
Office for the purpose of identifying materials that may contain asbestos and will be removed in
an office remodel project. A total of nineteen (19) samples were collected from the walls, ceiling,
and floor, documented, and submitted to LA Testing, an EPA accredited laboratory for analytical
testing. Lab results can be found in the Bulk Asbestos Analysis section of this report. The
samples were analyzed for the presence of asbestos by Polarized Light Microscopy (PLM) with
dispersion staining in accordance with the EPA Method 600/R-93-116, Visual Area Estimation.
Regulations in California (Cal OSHA Title 8, CCR 1529) define asbestos containing construction
materials (ACCM) as those materials having asbestos content of greater than one tenth of one
percent (>0.1%); therefore, for the purpose of this survey, any amount of asbestos detected will
be considered positive.
Of the 19 samples that were analyzed by the lab for asbestos, none were found to contain
asbestos.
Page 354 of 603
9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
CONCLUSIONS AND RECOMMENDATIONS
No asbestos containing materials were detected during this limited asbestos survey. If
additional suspect material is discovered during any renovation or demolition activities,
the material should be assumed to contain asbestos or sampled to prove otherwise. If
other materials will be disturbed or removed that were not sampled and analyzed during
this inspection, please call for additional sampling and analysis.
Any material that contains greater than 1 percent asbestos is considered asbestos containing
material (ACM) and if removed, must be handled, transported, and disposed of according to
EPA and other applicable local regulations.
The local County Air Pollution Control District is delegated authority to implement the asbestos
NESHAP regulation in any given county. This regulation requires specific actions by the owner
or operator of the applicable project. Before beginning the project and for additional information
and requirements, be sure to visit the San Luis Obispo County APCD website
(https://www.slocleanair.org/rules-regulations/asbestos.php) or call them at (805) 781-5912.
These conclusions and recommendations are based on the requirements set forth in 40 CFR
Part 61, National Emission Standards for Hazardous Air Pollutants (NESHAPS) Subpart M, and
Title 8, Chapter 4, Section 1529 – Cal/OSHA Construction Safety Orders for Asbestos.
Page 355 of 603
9517 Carmel Road, Atascadero, CA 93422 – (805) 235-0582 – bruffey@att.net
LIMITATIONS AND DISCLAIMERS
The findings and conclusions rendered in this report are opinions based on the scope of work
authorized by the client and laboratory analysis of building material samples collected during
this inspection. This report does not reflect variations which may exist between sampling points.
These variations cannot be anticipated, nor could they be entirely accounted for, despite
exhaustive additional testing. My work has been performed in accordance with generally
accepted practices in the field of asbestos consultation. No other warranty, either expressed or
implied, is made.
Although every effort is made to identify all the asbestos containing materials that may be
disturbed, it is possible for asbestos containing materials which are located under tile flooring,
under sub-floors, behind walls or otherwise hidden from view to go undetected until demolition
or renovation activities uncover the material.
Enclosed with this report is the Bulk Asbestos Analysis (Laboratory Report) from LA Testing,
Analysis Request Form (Chain of Custody), and my Certified Asbestos Consultant certification
documentation.
Page 356 of 603
Page 357 of 603
EMSL Analytical, Inc.
3501 Thomas Road, Unit 9 Santa Clara, CA 95054
Tel/Fax: (408) 913-2714 / (408) 913-2715
http://www.EMSL.com / santaclaralab@EMSL.com
472400347EMSL Order:
Customer ID:AISL42
Customer PO:
Project ID:
Attention:Phone:Mike Bruffey (805) 235-0582
Fax:Asbestos Inspections SLO
Received Date:9517 Carmel Road 03/11/2024 9:00 AM
Analysis Date:Atascadero, CA 93422 03/13/2024
Collected Date:03/07/2024
Project:990 PALM SLO FINANCE/IT
Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E
Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy
Sample Description Appearance % Fibrous % Non-Fibrous
Non-Asbestos Asbestos
% Type
1
472400347-0001
None DetectedQuartz
Matrix
Non-fibrous (Other)
20%
60%
20%
Beige
Non-Fibrous
Homogeneous
MENS RR/PALSTER
2
472400347-0002
None DetectedMatrix
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
MENS RR/PLASTER
3
472400347-0003
None DetectedMatrix
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
WOMENS
RR/PLASTER
4
472400347-0004
None DetectedQuartz
Matrix
Non-fibrous (Other)
20%
60%
20%
Beige
Non-Fibrous
Homogeneous
WOMENS
RR/PLASTER
5-Sheet Flooring
472400347-0005
None DetectedMatrix
Non-fibrous (Other)
80%
20%
Black
Non-Fibrous
Homogeneous
WAREHOUSE/GREY
SH FLOORING
5-Leveler
472400347-0005A
None DetectedMatrix
Non-fibrous (Other)
80%
20%
Gray
Non-Fibrous
Homogeneous
WAREHOUSE/GREY
SH FLOORING
5-Mastic
472400347-0005B
None DetectedMatrix
Non-fibrous (Other)
80%
20%
Tan
Non-Fibrous
Homogeneous
WAREHOUSE/GREY
SH FLOORING
6-Drywall
472400347-0006
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
KITCHEN
WALL/DWJC
6-Joint Compound
472400347-0006A
Layer Not PresentKITCHEN
WALL/DWJC
7-Drywall
472400347-0007
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
7-Joint Compound
472400347-0007A
None DetectedCa Carbonate
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
8
472400347-0008
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
9
472400347-0009
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
10
472400347-0010
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
11-Drywall
472400347-0011
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
11-Joint Compound
472400347-0011A
None DetectedCa Carbonate
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
Initial report from: 03/13/2024 17:02:29
Page 1 of 2ASB_PLM_0008_0001 - 1.78 Printed: 3/13/2024 2:02 PM Page 358 of 603
EMSL Analytical, Inc.
3501 Thomas Road, Unit 9 Santa Clara, CA 95054
Tel/Fax: (408) 913-2714 / (408) 913-2715
http://www.EMSL.com / santaclaralab@EMSL.com
472400347EMSL Order:
Customer ID:AISL42
Customer PO:
Project ID:
Test Report: Asbestos Analysis of Bulk Materials via AHERA Method 40CFR 763 Subpart E
Appendix E supplemented with EPA 600/R-93/116 using Polarized Light Microscopy
Sample Description Appearance % Fibrous % Non-Fibrous
Non-Asbestos Asbestos
% Type
12
472400347-0012
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
13
472400347-0013
None DetectedNon-fibrous (Other)20%Glass80%White
Fibrous
Homogeneous
2'X2' DROP IN
CEILING TILE
14
472400347-0014
None DetectedNon-fibrous (Other)20%Glass80%White
Fibrous
Homogeneous
2'X2' DROP IN
CEILING TILE
15-Drywall
472400347-0015
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
15-Joint Compound
472400347-0015A
None DetectedCa Carbonate
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
16
472400347-0016
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
17
472400347-0017
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
INT. SPEED WALL
MATERIAL
18-Fibrous Material
472400347-0018
None DetectedMatrix
Non-fibrous (Other)
80%
20%
Brown
Non-Fibrous
Homogeneous
HALL BRO FIBROUS
18-Mastic
472400347-0018A
None DetectedMatrix
Non-fibrous (Other)
80%
20%
Beige
Non-Fibrous
Homogeneous
HALL BRO FIBROUS
19-Drywall
472400347-0019
None DetectedGypsum
Non-fibrous (Other)
80%
20%
White
Non-Fibrous
Homogeneous
HALL DWJC
19-Joint Compound
472400347-0019A
Layer Not PresentHALL DWJC
Analyst(s)
Christian Albayalde (7)
Elena White (9)
Kimberly Chuc (9)
Jonathan Nomura, Laboratory Manager
or Other Approved Signatory
EMSL maintains liability limited to cost of analysis. Interpretation and use of test results are the responsibility of the client. This report relates only to the samples reported above, and may not be
reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities or analytical method limitations. The report reflects the samples as received.
Results are generated from the field sampling data (sampling volumes and areas, locations, etc.) provided by the client on the Chain of Custody. Samples are within quality control criteria and met
method specifications unless otherwise noted. The above analyses were performed in general compliance with Appendix E to Subpart E of 40 CFR (previously EPA 600/M4-82-020 “Interim Method”)
but augmented with procedures outlined in the 1993 (”final”) version of the method. This report must not be used by the client to claim product certification, approval, or endorsement by NVLAP, NIST
or any agency of the federal government. Non-friable organically bound materials present a problem matrix and therefore EMSL recommends gravimetric reduction prior to analysis. Unless requested
by the client, building materials manufactured with multiple layers (i.e. linoleum, wallboard, etc.) are reported as a single sample. Estimation of uncertainty is available on request.
Samples analyzed by EMSL Analytical, Inc. Santa Clara, CA NVLAP Lab Code 600318-0
Initial report from: 03/13/2024 17:02:29
Page 2 of 2ASB_PLM_0008_0001 - 1.78 Printed: 3/13/2024 2:02 PM Page 359 of 603
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APPENDIX
APPENDIX
7
APPENDIX F – MATERIAL BOARD
Page 364 of 603
Accent Panel
STYLE: DOTS, COLOR: BASIL,
GRADE A
Primary Panel
STYLE: CAMP, COLOR: COT,
GRADE B
Trim
STYLE: GRAPHITE (TR-J)
SLO City Hall - Workstation Finish Selections
Accent Paint, IT
MFGR: DUNN EDWARDS,
COLOR: FRESH THYME,
DE5654
Accent Paint, Shared
Spaces
MFGR: DUNN EDWARDS,
COLOR: ISLAND VIEW,
DE5848
Accent Paint, Finance
MFGR: DUNN EDWARDS,
COLOR: OCTOBER HAZE,
DE5171
SLO City Hall - Interior Finish Selections
SLO City Hall
Final Material Board
Carpet Tile (Existing)
MFGR: SHAW CARPET TILE,
COLOR: AQUARIUS, TO
MATCH EXISTING
Resilient Base (Existing)
MFGR: FLEXCO FLOORS,
SIZE: 6IN, STYLE: B COVE,
COLOR: UMBER 078, TO
MATCH EXISTING
Workstation Surface
STYLE: SMOKE (H-3E)
Bathroom Wall Tile(Existing)
SIZE: 4x4”, COLOR: TO
MATCH EXISTING
Bathroom Floor Tile
(Existing)
SIZE: 1x1”, COLOR: TO
MATCH EXISTING
Breakroom Cabinet Finish
(To Match Existing)
TYPE: PAINTED, COLOR: SW
7016 MINDFUL GRAY
Breakroom Countertop (To
Match Existing)
MFGR: CAESARSTONE, TYPE:
QUARTZ, COLOR: 5000 LONDON
GREY
Breakroom Cabinet Hardware
(To Match Existing)
MFGR: ATLAS, TYPE: 326-BRN
BROWNING PULL, FINISH:
BRUSHED NICKEL
Breakroom Shelf
MFGR: FORMICA, TYPE:
LAMINATE - COMMERCIAL,
COLOR: MACCHIATO WALNUT
Page 365 of 603
Page 366 of 603
Notice of Exemption
To: Office of Planning and Research From: City of San Luis Obispo
1400 Tenth Street Administration/IT
Sacramento, CA 95814 990 Palm Street
San Luis Obispo, CA 93401-3218
County Clerk
County of San Luis Obispo
1055 Monterey Street
San Luis Obispo, CA 93408
Applicant Address:
990 Palm St, San Luis Obispo, CA 93401
Email: rcox@slocity.org
Phone Number: (805) 781-7003
Project Title: Finance and IT Office Tenant Improvements
Project Location - Specific: 990 Palm St
Project Location - City: San Luis Obispo Project Location - County: San Luis Obispo
Description of Project:
In general, the project consists of interior imporvements to the existing Finance and IT offices, restrooms, and lower level
break room. Some of the changes include new walls, lighting, carpeting, and painting.
Name of Public Agency Approving the Project: City of San Luis Obispo
Name of Person or Agency Carrying Out the Project: City of San Luis Obispo/ Public Works Department
Exempt Status (check one):
Ministerial (Section 21080(b)(1); 15268;
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c)
Categorical Exemption. State type and section number: 15301 Class 1 - Existing Facilities
Statutory Exemptions. State code number:
General Rule Exemption (Sec. 15061(b)(3))
Reasons why project is exempt:
CEQA 15301 Class 1, improvements to an existing facility.
Lead Agency
Contact Person: Rebecca Cox Area Code/Telephone/Ext. (805) 781-7003 Email: rcox@slocity.org
If filed by applicant:
1. Attach certified document of exemption finding.
2. Has a notice of exemption been filed by the public agency approving the project? Yes No
Signature: ______________________________ Date: ___________________
Title: Shawna Scott, Special Projects Manager
Signed by Lead Agency Date Received for Filing at OPR: __________
Signed by Applicant Revised December 2016
Page 367 of 603
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